Loading...
HomeMy WebLinkAboutSUB201700117 Plan - Submittal (First) Road Plan and Comps. 2017-07-31R'IR "m 7- - OAD 1-.,,,\,./1pR-,0VEMEN I A PLAN MW NO IAIN ISSUED FSR CCONSTRUCTIA(I)IN SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES BEPC PROJECT #' REVISION DATE: H:115\V1520001DRAW INGSIPLAN SETS',RCAD IMPROVEMENT PLANW152000SD0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:48 PM LAST SAVED BY: RYAUGER TAX MAP PARCELS i� •i1 ii Ii ii :ii �i� •il ii ii li :' i i/ •ii ii ii ii •ii LOCATION OF SITE ROUTE 29 (SEMINOLE TRAIL ROAD) AN I I IF STATE ROUTE 643 (POLO GROUNDS ROAD) 0 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' ♦OWNER: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245-4932 CONTACT: ALAN TAYLOR *APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245-4932 CONTACT: ALAN TAYLOR BOH LER E N G I N E E R I N G CONTACT INFORMATION REFERENCES ♦ BOUNDARY & TOPOGRAPHIC/ALTA SURVEY "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V152000 DATED: OCTOBER 18, 2016 CODE OF DEVELOPMENT: ♦ PREPARED BY: COLLINS ENGINEERING PROJECT NUMBER: V152000 DATED: JUNE 15, 2015 (REVISED JUNE 27, 2016) GOVERNING AGENCIES * COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McIf\ ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX (434) 972-4126 ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 FAX: (434) 979-0698 VDOT CHARLOTTESVILLE RESIDENCY 701 VDOT WAY CHARLOTTESVILLE, VA 22911 TEL: (434) 293-0011 SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 GENERAL NOTES C-101 - C-102 APPROVED PROFFERS C-103 - C-104 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 - 204 OVERALL SITE PLAN C-300 ROAD PROFILE - POLO GROUNDS ROAD C-301 - C-303 ROAD PROFILE - ROAD B C-304 - C305 ROAD PROFILE - ROAD A C-306 SITE GRADING & UTILITY PLAN C-307 - C-311 SIGNAGE ,AND STRIPING PLAN C-312 - C315 EROSION ,AND SEDIMENT CONTROL PLAN C-600 - C-604 EROSION ,AND SEDIMENT CONTROL NARRATIVE C-605 EROSION AND SEDIMETN CONTROL DETAILS C-606 MAINTENANCE OF TRAFFIC PLAN C-607 LANDSCAPE PLAN C-701 - C-705 LANDSCAPE NOTES AND DETAILS C-706 STORM PROFILES C-801 - C-805 STORM COMPUTATIONS C-807 - C-810 SANITARY SEWER PROFILES C-811 - C-814 SANITARY SEWER COMPUTATIONS C-815 WATERLINE PROFILES C-820 - C-822 SIGHT DISTANCE PROFILES C-823 - C-825 TYPICAL ROAD SECTIONS C-901 - C-904 CONSTRUCTION DETAILS C-905 - C-907 WATER DETAILS C-908 - C-909 SANITARY SEWER DETAILS C-910 - C-911 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-032 3.} WWW.BohierBngineering.com F I' '`'' CONTACT: DANIEL R. HINES, P.E. FF = a Kw � � z 0 0 o z `)Lu T� zw ZtiC7 JOLL F -i = O `t LL z Z Q _ W m WQ-1g s U a H m 0 0 0 P,, �o a W z Q o 0 �f12 < JZQ a > z< (�Z rro J 0� LuWm �2i`'� oN <LLJzz> >WOOW W¢ m¢ DU =o] 522 z� Q 27)=O F- =) s� u I-E� Lu0 W QOO W e=y b J CO of ca U) Z U o > ^+ rw � < o C �4 & � Y p O Q < w H } a O b L,z< Z = r Q cn CO LLI z W O IYO=QYLu z w 0 D 0 W } } o w a W O W W ED= 4 z �P z03zzz0- REVISIONS Iii VISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU IVIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS NOTED CAD I. D.: SDO PROJECT: READ gyp' P IAVJLA R() V EdV11, Il AN 3 PLAN 1' ��OR POLOGROUNDS f !U ley DS ROAD AND lBR'O'OKHILIL SECTION I LOCA`T'IO OF'SITE E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201; WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com H {jfi tj DANIEL R. HINES .� Lic. No. 043176 7131/17 1 NA1-' SHEET TITLE: 0Nf--`.')VER SHEET SHEET NUMBER: C-100 GENERAL NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 1, 2015 BUS SUPPLEMENTAL TOPOGRAPHY BY ROUDA H GALE AND ASSOCIATES MARCH 2017. PROJECT NUMBER: V152000 DATED: OCTOBER 18, 2016 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (A/K/A ADA PARKING SPACES MUST BE CONSTRUCTED TO MEET AT A MINIMUM THE MORE STRINGENT OF ACT" ADA CODE 42 U.S.C. 12101 et seq. AND 42 U.S.C. 4151 THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES( ) ( § q § et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED THAT SHALL INCLUDE (BUT NOT BE LIMITED TO): THE VSMP PERMIT ISSUED BY THE DCR; THE STREET CUT PERMIT ISSUED BY CHARLOTTESVILLE PUBLIC WORKS (970-3830); AND TRAFFIC CONTROL PERMITS ISSUED BY THE CITY TRAFFIC ENGINEER (970-3329). NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY' EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF ,A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. H:\15\V152000\DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLANlV 1520008DO,DWGPAINTED BY: EVAN.NEWMAN 7.31.77 @ 1:43 PM LAST SAVED BY: RYAUGER 21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND A S ACCORDANCE WITH APPROVED PLAN SUFFERS AND COSTS THAT ENGINEER E THAT ENGINEER SU LE F S HOLD ENGINEER HARMLESS OR ALL INJURIES AND DAMAGES INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLANS AND DESIGN AND FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL DETVIOL1T1ON NOTES 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL L/SND SURVEYS, JANUARY 2015 BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 1, 2015 SUPPLEMENTAL TOPOGRAPHY BY ROUDABUSH GALE AND ASSOCIATES MARCH 2017. PROJECT NUMBER: V152000 DATED: OCTOBER 18, 2016 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TIONS °TO C'ONTRA' TOI CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. + PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE, WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL MUST UST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE S LAWS, RULES STATUTES AND/OR ORDINANCES IT IS THE CONTRACTOR'S SOLE CODES, REGULATION A , RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INSICONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT, ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATIE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF .075% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 26 OR DIP (P401 LINED) IF UNDER THE ROW OR CITY MAINTAINED ROADWAY, EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. M T SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY ANDS ORMWATER FLOW OR INDUSTRIAL FLOW UST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. BE ENCASED IN 1 NOT POSSIBLE, THE SEWER MUST FROM A WATER MAIN S WHERE APPROPRIATE SEPARATIONO DISTANCE OF CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FORA DI S AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. VDOT ENERAL NOTES REVISED 3/28/13 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF: VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC-30-92 EFFECTIVE DECEMBER 31, 2011 AND VDOT ROAD DESIGN MANUAL APPENDIX 131). SCHEMATIC STREET LAYOUT WITH PHASING DIAGRAM FOR STREET ACCEPTANCE ARE PROVIDED WITH THESE PLANS PER 24VAC30-92-60. 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY. 8. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21 B AGGREGATE IS USED, UD -4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS ORA VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. I:2 F M�p -- w � o p�_) - E 0� 2 w f) z o� o-_ U L Q K F a z Ob zr-oLLEEQ o�r-,(DZQ=¢ �m wtSa Pomi4 � J Lc7) J �C �0<iQ-(n0 _o o� C)m. �*�Is, 0 Eo �G u� p a ^4 -_ o � r" Lu 4� o z o0 Q g Q o 8 X9) Qo-= }z¢ a zao 0z c � in 5>� 0Vj 0 =w O O w w Q an d 4 c z=m 2=xa z6i �� =�=_jDirz LuOW QOOW JD_' m o u) Z U Ei a� 9- _�o 0 -ZE E E n`1 - rc O O Q 4w r of 0- 3:p w } M Lu4¢�z>-T 4> 1 °�4 w0--ir.2 00 J ¢w0OOLu z - Wo > 7 o "„ ;�+W .�1W�3�a 'irk` ,4 aw0U U1W3E ¢ z 11 pq pq z z m z z z a o w Im qcf) I'll 2 Q - 4 as r- --,-) rf) rREVDATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION �, i PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I.D.: SDO PROJECT: ROAD ]II 1P �' I �E���� PLAN FOIA :POLO GROUNDS ROAD D T �p� llBRO'OKHILL SECTION 1 LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA �. ,i. 1 %` 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 1 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com m v DANIEL R. HINES 7 ,Q Lic. No. 043176 ,� ,A 47" I'O, 7/31/17 16I, +��' ' `SfdNAL� SHEET TITLE: (j \y NITE SHEET NUMBER: c - I 0 1 H:115W152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLANW152000SD0.D+NG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:48 PM LAST SAVED BY: RYAUGER SHEET TITLE: APP ONED PROFFERS SHEET NUMBER: C-103 H: 1151V1520000RAWINGSlPLAN SETS\ROAD IMPROVEMENT PL,AN\V75200OSDO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:48 PM LAST SAVED BY: RYAUGER I CRAFTCRAFTON CFI1E'ORAXION,.4 Vir in , a Dos tre:,n ». tti3 pr sl8cilt BROOKHML INNESTMENITS,,LLC,a Vi i Imitc, ja ility cc�rn (6: tr c� Nrc is,�x'. pate page 9ofM w,wnfi.. ... r�m.m,r,rnm H:\15M520000RAWINGS\PLAN SETS4ROAD IMPROVEMENT PLAN1V152000SD0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 148 PM LAST SAVED BY: RYAUGER SHOW ' u F o z o �w O a �u 2CQLLLLKw c7� zQ=v>m KUQIa-U)0 p � w P1 .0 �424 LLI 0 ❑ ❑ zQ LLo aa= �z¢ �o U W� Lu Q o 0 rrte,, J L11 m > tr o M Q Q �i �� J w ? =w0 0W LLIQ m 5Em xmao z� Lu 0 � 0 5-;, m to Z U o 4k 4 41 > a� ,r n O 0 Q¢ o > ci� a �. c')LuZ< z> -z ` � W a o� C2 wUP1a'�J zo Z t-zz0OW ❑ r�ri Q w 05->--> ❑ ow ~nv~i�SSJ z i a w 01111 <w F� ❑zEDzzza ow z� ERIN�� O® a t� REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION N PROJECT No.: V162000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SDO PROJECT: INITIAL SITE PLAN AOR BIRD K H I L L SECTION I BLOCKS 4A & 8A ]LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ai 2 F 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA d BohlerEna.com Ones I I I I Lr-. SHEET NUMBER: —"1-104 APPjGCi i h3 fCIMPACT,ANA YStSANDFINAL,�PPR rt 4 tlITION P€.A16 FovHe ROADWA,YIWR01vTW f7 y" PROPOSED SALAMANDER t, { ' CI` O$ StMi 0, TOTAL) u F o z o �w O a �u 2CQLLLLKw c7� zQ=v>m KUQIa-U)0 p � w P1 .0 �424 LLI 0 ❑ ❑ zQ LLo aa= �z¢ �o U W� Lu Q o 0 rrte,, J L11 m > tr o M Q Q �i �� J w ? =w0 0W LLIQ m 5Em xmao z� Lu 0 � 0 5-;, m to Z U o 4k 4 41 > a� ,r n O 0 Q¢ o > ci� a �. c')LuZ< z> -z ` � W a o� C2 wUP1a'�J zo Z t-zz0OW ❑ r�ri Q w 05->--> ❑ ow ~nv~i�SSJ z i a w 01111 <w F� ❑zEDzzza ow z� ERIN�� O® a t� REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION N PROJECT No.: V162000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD I. D.: SDO PROJECT: INITIAL SITE PLAN AOR BIRD K H I L L SECTION I BLOCKS 4A & 8A ]LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ai 2 F 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA d BohlerEna.com Ones I I I I Lr-. SHEET NUMBER: —"1-104 I f f P f d) f) I` If 1 !d Pff } f 7 , J dd / J j[/ t6 1!d d ` t / , -I t ' t l 1 f p` I ) / � 1` � 1' fr t l `t f) l 1 7 ff ft l 1 ri tf t l°to i / f # d,r tl 1 )r ~. It f I t f t` d t � I \' , I � I f / / / �' a� i / 1 11 1 // f '�' ! ;1 t 1! . _ 1 \ f f f / I le r f' L ``,.,f i ( t / b t d a/ r I it r I .1 ! ♦ \ '\ \ \, \ \ `4 ! \ \ t ,\ � q i 4, \ / F ,/ � ,°� I 1 i -:iS�. 1a ., i 11 { \ ! f t fi' t ! -^p�t2 „„��'- 7 \ �\ t '! '�\ \ ' ' \ t ' \ +. TJ ! , 1 1 i ! _,S / , ,(� f , ) t r,�'S i 1 e t t t , 1 r I I` ) dt at t \ * '\\ .a�J I \t , t t' `t {',\, , 1\ t' } !' \, •' t ! ',l `t I 11 1t i /$\` k\ `____. ". ;o , "'r V' 1!/ r ! y `t} i} {fff S16. t` Si i9 ;a. i 1 \ Jt S\ t \ `\ , { 1i } 4wt \j \\ j t Y.,/,- P /..;i�` I r t ,,. mow`. ! 1 f i 1 t ! \`\ ' 4 i ' ` 't !# \ t 'i t }} 't 1 ``'\ ! ®� 9/ f (+, t{ tt '{/ ;'-,tM1 g t; ' ' {1 IJ �, 1 7 j i , '' ! t ` k t 1 1 ''t 1, \ \ a\ ''! l t \ 1 I 7 f 4 {, 5t \ ry ~p % / , e s y ' ?:'', 5 � t 't } \ I I 1 E i\`.\ {/ - ft 9 {} },t t;\ i\tt \\\ \ \ t!\. \M1`t\ \\\\ }A\ `'t \j !' \'*, tt\ }t ! 5 `! \\\\"" ,__.,, .,...i d j�yr(�°// y j/ i[ �\ 5q tsf{rX 1 g, S\ 1\t Llt 1tt \1-\ { l t - bj 1 1 ". \ °`„ ` , ��,�• ? 1 1 S �. �2 V' / 4 F 1 S S k °4 % , ! ! '� � V B \ \ �` `''' __.".__. _" i 111 ` \t , •!, \\ \\\ 4! \\ ''\ i \ 'l (I 1 i d it ! \ T/ f d ; 4 1 )` ,! ! f \t �` l Ca 1 I 1 i '\ `',\ `'f ✓ # 'i "i 'it l 4\., y` `'t ``\ ` '\ ' ',\s 4 1ty �` ` `# ''\ _ .__ !- •r r'' ,• ,i, , t } a ' as ,:.. ° \ 1\'\ J 1�'ytfi / 11 , t5 t 4 J t t. '\t \1 i\ ` ,i 't` yt ,,t ` \,4 1 \li t5 l� `}S�Q StM1 ,, \\\ • • l i ` 1 1, /^ f) ` � ,it It } r .3 �i "\ 1 iq \ . °`.. [ / t 11 \ / t { 5 1 l \., t1 t '} 1 \ �" t ! `\ a' f { t i 3 i `' \t 1 �' t/ J 1'a 1; \ '\ it rr'' P a' k 4t { i \ t y 1 i st 1 \ { t\ \{ , sl `',,\ tit ' ; t\ t y yy \ 1, 1 \ !\ • \ 1 / f 1 /t - `i '`\ ' .` -. _ ry , t✓ Y f i i ,! X11 t\! '', iT 1t 5! `t 1i 1}` t 1 `t ' v , `! \, ,,r t ` }, `\ r! }.111;11:, 1t } \ _-, I f1 t- t `'\ _` _" _ ..- l 1 j i M1I 1, t\ '\ 1\ '{1\ 11 tt t, tt t t j4' i \fib y .v ,1 \ l `19-1 _ ry 1 1 1 1 ;i 't , 'i',,i% t'\- t't \ -\ 17 /+ 510111 e ,! l �` 'i .___.._,.- t t 4 { 1 \ t } t i 1 , t 3 y r l m - _ E } t \} i Tt1A�Fi4 J/V7YA1 ' t f/f 1 # \*.,,� )/' {'' it 7 4 i{ It 1a t t, i{ t, ', O E t 'ta "v y v t4 `"-�,,., ' E ! 1 tk1 ''\ ^,. UG VAUL i d "1'*' i t y v K ,' { 11 � 1 ` ,.gip k . t t \ 1j i f, i R k t\ .v q `""�:,-,-,JES'� t j f f \ \ 1 ,'f, d \ "3'°`e� t / r - I f 4 S t t{ 1 `', i 2 .v y ,r 1 t f ,/" ', y t 'r � 7 I` 1 1 d�" > }l PROP I I"y .,,ti s EX 100' 1 1 j, 11 1, 1{i ;'il \ 51 11 tellq {tt {f i 1 '1 -v v v "�t \5 f "If r{ '\ ` \ \-, v SAWCUT ^ ________.__-..__. _ "° STREAM 1 r � ,f ii♦ v _ f / \\ `` _ _ —__ -_ _ ----- BUFFER _T' `LIMITS OF I i 1, ,} \it { t i �\ , % i t N 11 t T '/ ------ __ __-_------- - f `t q y- i _.' - tyL.,_ ffl,'v "°t 'v - - 1 , - , i/1 DISTURBANCES \ --_-_-.__________.._____..______.___.__________._,_.. __"__ __._____ �1 i y y ` `r ' ° # ` y` j if ( ( ,1_. -r'" (,.'-1 , 1 j .1 % F _`_`-_„`__-_.... - - -.... ,..... ,.,_ _, _.,., __ sr f) ff,� ° 1 '} `I '1 '\ tt 4 y, 4`+: -. i' i ' 1 t �, .. ti \. , j - +, � ..-, t .,'.,.' / ° \ t^. �. ........ _...., _.. _. - ' ._,._ r �\,,�' 'k i'; B t 1 \ t � \ Y I! S �"�'fl i'N�''f !% VV / i f/ \ \ / /\ . -._,__._.,"»_. * 0'___`__.._,-._.... ..,_...- ......___-'__` 1 ! !I 4 t \ l l 3 'i I y �! r i s '' �_ _ _-"- _ _.� \ - / y RBA 77-I 11`ttw{!t, OF, TS,e ______w_ \ � TU NCE - 1 1 \ MONUMENT \ _.___.___.__ ___.___µ1 `.\ tF.I k i{LIM , � r� 1' ,�`, RDIS k ' ' {! 4v -1tr'° 5} i t f E ,e -------------------- 1 \1 �' __, -. _, - ._ - fFt! i 1 i t ¢i i d ti • f y y l`'y J a t t y 1 s` (. \ ^ I 1k ~ - _ __.__.____ 1 I 't E 1 i R 1 ! \; t 1 �, 'f p/°' , \\ c d •^` 1 1 f\ e �__ - _....._.. _._...____....___-.,_.., .._.__.-.____' -..... -. .._ .....-._.._._. _ c3430 _._._...._... „arc ��_ L ._'-'__._..__ _.... -_-". ._._,. -^""'' /3' ` tt , S } {t 't i f ➢ !, t1 P v , y y�v \ y v , ff�~ \\ • t1 f t ft `` ~ ` _____ ._____-� _____ _ _ -_ y y - r'r \ [) E i S} ii i5 i E t )!r \ r \ f i t l tryl _\ / j _ ___._ __w______ MONUMENT FOUND _ __ __ _____--______, _ .__ _._____ __ ____--_.___ 1 ; ; Y/ to __ ». _ .^ - EX. GUARDRAIL (TBR I I j-- ..--____.,,______.__________..____.______._ _ __ ' '"ry ._n._ " fJ i 7 i { { i 11 { E } ,i ,/ g / E 1, 1 I f u " '\ { _ __..___.____, .___ __ __ _w 1' ' __-___ __ , 1 TRAFFIC SIGNAL -___.___ m-~- _ l>f BOXES (rBRc) - - _ _ Y\- Y __ } - - ; _____v_ ' , S t f jj E -.;�'"`.,,.. ,- ,l I,..,., .-.__.._y „.,_,,...__---...._..,. �, - - "_ v _._'" _ _... ,.,. _. _. _.. w. _ _ ..,. ,„ _., _ -, - », m ` _ _ .... `' `" _,,...-. _ _" ------ . `-_ -. m _ .., .... v _,,. --" _., "._ _. "- "-'" '- __ "_ _ il! t{t tkt 3I w V}1t \\\i 'k -L ,/ t.4 a ; r 4 4esf S4 \ u k 1 III -,,a.. 1 t _ _ _-. V .._ _ --- _ _ _ , . >I EX. TREES ��` 6, \ r �, t i i P L£s w > "-'-_--__._ ._-___,_ _-_ __ _-- - --µ- - _ _Ammumm-___... ________ __. ____ _,__.___-_-____..-_ 1 , _._ - �., % x / .,....,..a. +.-_.... _...-_, ................. .. _.-. �— TCI \ ! t { { t 1 q Os r f ' t l '! , t d S -f ,---. __ �..... ._.__-- - / ff € �- r t t{ - _ - w -` ` ` _ - 't b !/ ,r z?TL 7 1 11 ( '1) y rf _ _ _ __ -I t I & °.%" ' 1 br `. iF ~~\ '. - - s3 k - t 'f' i ;''f t r';�i;'f.0 s \i if 1 _ N __ %_ E t \ f jf f J 6 ,`% /.tip '� ,.i'�f r t r d1 ; .._.,,_.. ---ma - _ _ _ ,_ Y' 4 \ 5t ,'; • ; {` i I !t' \\ �:�%-' " 1 E . ^ `f W .i --._ -__ _ __--_ 04 SIGNAL LIGHT POLE 1Q7 jR ,E` `_ ____..___..__-.__________ W W - p�r__"___ r t` ' '•\ L'' EX EDGE %`",I- y 8 45 129 W CANTILEVER LIGHTS OVER ;, ,;' - - _____,_. _.._____ - 6 '---________ g_ °MEOW -._ - ;' �; { %;r DF PAVEMENT 3P t -- ✓ .r I: / S. 29 N TBRL / { \i,� ' -0 I- `e ,It ¢ 'i,; e /&r; - , ) ! q �3�j �,--- U.�I � -� it w 'f P "` ' . L ' u R.O.W TO - \ 4 - _~ - STON£ AND ;,/ I j,'i�' _ x;.. � i - s'`!- y" n g �. 1� \{ - -MORTAR HEADWALL _ - / `, 1100 ,& /' J BE VACATED _ I, `>f%`1 f - , r _ r `}�0 „i -�_% 1Ot50 ' SIGNAL LIGHT-/ T`h ` �)`""--�� _�� EX GUARDR4/L (//BR�t°; ® ,� $ WIDTH UNKNOBWR �J` ` ;� 1 )'J -,' ___ _ .; POLE /TBRj ! \\ -. (_ , )-`\ -- - ' / , 1 11f00 ( _ - EX EDGE °% �! \ \ t` , �: - y+54 _ < - -- _ - - li 1* RO.w 11 it 1E/ VACATED `{ ) �kj,�w�I-----'--\ �\ i _ pp,- J =~ �\/� _ _ ! r^A *__T ��"+�('� r /?...�,� -' _ 1 1 5} 1 \�`'� Ni i-H.{�,�...,. 41 \ 4�7 \ f4 \\j Vt \ i \5 _-..���„f,.� �,-i'�y = -`./ C,`�,�,,,,..i',`.,w`�_,� x r X .3lti'�Ih! Ilr' I: d -OLE it — 2T� / \b I 1._ ' .--”' .y. , ,--�'"'� r 4NTIiFVER I,I„ITS OVER l # - _ \ /_ i” l y l i t POLO G,OU(UDS RD. a -- _ - _I - r � _ _Ab�jp\ _ -r \ \ __,_ 30" CMP lNV IN " ' -Gr LIMITS of trf \ --r-_ � + - d . ' ^.. IRON FOUND~ ; _` .1 _ - - I 1 1&+5 _ M '� _ i - �� - l PROP. _- =� RifOb / ; . IRON FOUN _ e-'_'- T� t - 348.80' (TBR) - at "` `DIST.URBANCE ` ;; �_-rte — t / - t ) _ "' - _, wr `� lr•_ _-✓•.."'r'...r""�-'^'�''_ >a\� a _ __-` bss`Gsy - �� SAWCUT ~-' l ) 1$+UO t t - g --a--�-_ 2 `�.1�'----- �_`_ 1,Tt50 I ".:'�= _ _ a ! _---'�'==:=_ . .. , 11"-, ,, 11 L „' r _x _ _ -- __---- f a400 Yp0 1R-•� - ----- `� -- -- - �___ _ _ -P - / =jib-`-'�.. __------ ---- 30" CMP INV OUT � �-"'" �� - - � �' 1 / rf f,, _. _. - _ _". -- 14 Jg 14+ , 15+00 t __ u -p EX ,EDGE ---- _..._,_ ._ 6 -:I ?rt, ' r'"- ,- - �_�___ _ _ -- _ _ --_ •_ -- _ ; _ - --- 1Q7 - - 1- =348.63' TBR OF PAVEMENT - _ _ _ -- ` Vf I f, -" - - 4-- v' ._,_ . ---- i lQ9 hp._ _ �� -r'" PROP. u -"^--- _. _ _ _ JQ7 f ,. __. _.-_ ____ /, • ; ' .-` -' ____.__._--______.__.______.__,-_-___.___.__"_____tl .. -- _ !1P— - _ , +�` ___S --,,� `` 5O ( ) ;- :rte.- . _ ab _� I 1 � -- a \ _-.- . `3 , __--�_._-__-a___---- - - � � , PROP. �--------- r 1A__1 I i _PROP. _ ;f, '1 1! ,f - °r - - EX EDD�E --- _ --__ _ qpg QT )jp�, SAWCUT _' �. G' _- ___.____ _". __ SAWCUT ~ -- s_- f �.---- - I ` - w,_.__-'--______»__ - � __' - _— ------- _ W �jJ�— - - -- -- �4i t� ___ OF PAVtMENT f ,' � -___ _., E 1 - W/L __j98_'-_-___ - - - - ' -~ .__ ._.__---____-~___.-___'._---.___._____.._______ -- f~! 9'', �;.. _ - -- - __,.�,_-------- -___ _ _____I1A71w_ftG )R- -1� fr` _ -' �" `"4~`':. -,--. _ _ =wmvftw J 1 f ! F f`' e-^ ,,,_._-_.....,-___. _..____, ......... ___""_'__ .,- _ a� nF •____'....-,. "..._... __.,,. _._. __..... _ mss,-„,,„.� Y`�� »,.�,-„ _,._..---, yp mfr _- y :Jiligg (///---------.-----.---------.--954-------------- \ d” % � � `S :,,-„ars'r ��E a �,.- p'~ ~ � (�� 'i � � fit; t 0__-___,.r ' II r` /I t t -TR ,71C 51GNAL _______._.__.___,______-__-- _” __.,_ .-_- --_ _ ____. _.� -�____ __ _ ____ ____ _ � '""" _- __._-___ _-._____ __ _ _. _ ' ;; r fj ' f ," t' UG VAULT J; _.- - - _ 'I - _ _,» - - __Mmumm_ ____._.____- 1� 11 � f r' IP tft If (` r1 % of ; ` DISTURBANCE R — - R - , `! __ �� s /tt / , j, ,t , / , to , `, ) __` __ _ _ — — --` -- STATE ROUTE 643 POLO GROUNDS ROAD � � —_~ �f i j! JI ))) 1 If rJ f i f ' --, , \ r-- ._.-.._, _.._ ._ _ z�j6G _-. '_— - _-____.____,_,___.____.____._____-___.___-_. _____. _____ _ (kVIDTH=50' SP'__[ 1 LIr11l11 45 �_. - w ~ J tP If )t d' 7) f! !j � f' "a "°`"s^, ,.,,-✓'- f' Pfl! ! If °'fff 7 ftf )dt f`if ff fri fdjd P Idi- /V/�/ !� L/. 7'a.,./ 1 ���i dV "�,.,,, rI/,, j{ 4 f 1 ! // i it, I /I t ( f l / if f r/ t f f f 1 A, t - td 9 ), f , P, 1, - - # NOTES: ! i/f <` j / /' jf If` t' i i' i ,/f ' 11 1. EXISTING CONDITIONS SHOWN ARE A COMBINATION OF A FIELD VERIFIED 30 15 7.5 0 30 / _- _ �j GROUNDS T}�� I SURVEY, LAST UPDATED BY ROUDABUSH GALE AND ASSOCIATES ON t � d! > 7 1 f POLO GRO �lJ T`Y DS ROA i OCTOBER 18, 2016, AND THE PROPOSED WPO PLAN FOR SECTION 1 BLOCK 4 SCALE: 1 "= 30' OF THE DEVELOPMENT (WPO20170037). 1 - 30 I �� \ t t \ '\ 3 p \ f i t @ } Y6-^' - \ °+t''Ej�-}../-.�.�3\ 11111 i \ r`/'✓i ( I ! fj i i f z r # t 4 �� `\ t l 1 j 1 t } { '4 ''+ 9 1 i i 1 I t t •li/ t f..M .{'\�{ 1{t „' ' t 4..%i 4 i f f , t, , 7 3 4 i t l 4 ,, t 4 t t t , t 't}��:` tt r S t t 7 } i 3 } 1 t 1 t t t I ✓11'`.11 - i f t d t 1T I t�. \ i { _ <ri r f t / 1` I 7 1 / { ! Y I i S l t \ 3 E I 1 E I t t k�' 'S ( i✓ 4 `2 }' J. \. .,4 i j t 7 3 t° I ; i , } { i k \ 1 1 \ ➢ } \ 'n:. 1 Y ^--:a. , f 1. `- � � F $ ? { i /} f ! ! t t i 5 \'\ i 5 t , ! q}[ \ td t t , 7 4 S i t 9 I t ! i l ..� 4 v 3 ` r 't , t )" •^ti,\ Z 1 r' ' , [l f 1 t , f \ e {}j S } °t `3- L f g i E ! i 4 S t ✓•' // E 1' '\d [ t 'i 1 f` ) f Y r 'k t e 9 { i , , t \ i 1 \ \ } t \ 4 t I k 1 1 1 ! ? ',`'- -, I PI" i 1°"t,� ...� 'sr �d t 1 t ,/' 7 f , ', t l t , � 1 4 t 11 S t 1 t t'A'% t 1 \ , d i 1 'f , St 4 i ,^ah \ 't' i" f ._,� if V i s V 1 I ! / I f, 1`�. # i a t S I S 1 1 f '- / JJ {•,.,�� 74f ? ii d j f k \ } 1 1\ \`*. %Ik `i 1 1,\ _ 1 ✓.I - -;I 4 qw'J-....,'¢�.:, t G, ! f I q 9 1 ,t —_ :t } S t 1 E k i j i .? h, 1 It '�'S d t 1 } \ , f i 1 1 R \ , 1 5 } ' 4tq it9 \ V t '°y a {i t, t\ � f t � � 1 1 i 1 t � `t i } t __" ____-__ ��Cf--„._,_. ..._-._,.._ t } E t..n j� d/'_i_t,. ��. � ��f t ” I , 't i t � t !1 f % d f i i 1� 4 1 `i '\ , { 1 t t ' \ t `. \\ i k i E } t ' }11 ,r\\ •,,t E�^ stj q}t. 1`,.„. (.... "17 ! 4 1 �_' ti f td "` 4 {t l k t i tt \ { ,a, i \ ! ! � I P 1 f k f 7 f `.�°, , } S 5 } ,\ \ - - a \ / ' 1 1 } f i 3 ? t l i i ��` t A k `l k t R S \ A '• t i A I E i } t "-^ �. _ -. 3 f C ` r P`.,, ! ! S J f t k :! q t t \ t t It \ , t \ \t S 1 i t i i 1 1 1 { } 1 i i :.off 1 { `_._-___.__,,._-____..__.__"'_ Pi: _-_._l 7 .> r''_. t\\�,,,di` 31 f^'j u ; n "„'�,, ri1 , f 3 { 4 f) f° f t , tf 1 t P 1 i S ',_ , !j{ Y , i t ! i t `, ( 1 1 1 ! E S t c3 i %..__„, _._._..,.____._.,»_.- 3 `R '�. tE " P et."_., j` i ! E t f ` i� 4 { 1 i # } o ! i I (t ? i --a-" _..".__d I-}.,} 1 f `'i'. yly.',,i}p f i / f 1� i 'i 1 1 lu,\ t{ 9 ''\ t , 1t t\ } 1 ! } ! E } } { 1 t S t f 3" d \ t1. fv;} , �^✓� %�`m � 7 , ! pf d k d 7' t f i ,F 1' ,.Y I \\ EX. TREES , , t } `\ \\ q t 11 4 } \ ', i { i i �•_, , d 1 } ! }, 1 t t `' ------------.____.-...,__,.,..__.,„._„..m P � J {�✓7} �✓� t�: \ Vf of / i r'`� f ) f P r t ), 7° r # k 5 tt i \ S 11 l i '364� } k TBR S,t s 1 , t # 1 l 9 i , i f .___.`___""___...,.,.. _,..,__. _.,. _.__-. _.._..._._ !. t '_ Y t_ ( t1."3f .✓ P i P f f f t !f 1f ) f / f f t ) S 1 t t '' i'# 1 \ \ l i } i11 E i Z ``~ S d d { f k }} 1 \ t t t t 1 9 } \ t } k ?� ; 3 _ \, J f .r �` "- f III! d 1 1 f f d / f , t { i S t t°i \ `'\ I > { f E s , '�; t _ __ .___-, ._.W__-- #I `4 .,f 1 'i --,''r,.; � sl' F it "fi` r ° t , ' ' d ,,° / >� } t k s 4, ; \ i i { i 1 t�.LL l R. 1 1 9 , i i I 14 Y yt .�..."'...'i , t f d j /' t t 1 4 1, ft n I f ! 7 rf t i t.,. \ -. '\ ,,' \\ `\ tt `_- I 1 f i \{ 1t ? \ 1 I ! " t_i `'.,,/I j p trr i ) f ) t ti ''y r Fr , d ! < f , I t 'i 1 ' `'S t t { Y ! A'$ , 3 t -sL i / / i t { S 4 : t t i t ;:\ t'1t 's i t E i i S 1 1 v " t , \ I", !\ r..:.-,..�a { 1„'f , 1\ i t t f i __...__.� f 1 f I ; 1 r t3 f e`4 } } f `, ° '`\ ti 1 1 `t # 4 `+, ! 4 d ; 9 1 L, y� t J %j 1 f A 1 S 1 6 `.� ,\ \ \ E E ( # y t t v. � ^i { // f f f 1 r, f f t ! t d F t ` `d . \ t 1 ! \ 4 i r -'-.F_-"._. S 1 i� P ; '`i ! + ? P i f f , 9 S \\ \ \ \#i Y t 1 3 E -. \ Cr' f , y t` ! I 1 , i t J{f , i , i t '\ it s \ \4 \\ t\ ei r `t # t 1 I 1 I 4 {` f t t \ I � ! ._k r J ! t t I I, -. ,-' ,/ f t' t I 4 1 7` d k } ,, \\t i, \ .�1�/# \ '~ _..___-_.-_-_. ___.___._____,_____ ______________._w_._.____. /f j LIMITS OF ! f r I I , � '\ % \ \ `t 1 `t t l I .,,,,, �`` i i 1 4 r 1'` i 7 -- - r DISTURBANCE j o tt - ,r". "\ I", ` 1 € \ I t i i ! 1 , '\ ____`'"_ q`"A',"",_. is , f 1 / I° I i t f r \ E °,`' \i # '\\ ` 1 9 I ! E € t t \`'y,Y �\, a -if J d t ! 1 d a ! ` { ! \ t {\ f!{ !1 \\ ?t \ `.\ ! Sr f , } 3 Y t \ `\ -,__^ ._._- _-_...._m---'^--_.�-..._,..� „_.�__ .-.�__ �..-.._ .-. 1'' :,,7 °C>R%^r 'u�?,.,.' I , : ,d Id fj tF rf ' i i r/ ''' j '� $ i dt di E S E i {t t t \ t t *, 6 k : i i t t 1 \ #g^ ff,, E 3 /' { f r i i 1 4 3 \ t 5 if. t t ' Sw '\ ' q 1 1t t 6 , i *. �. \ `� RIP'--'�P I 3J f f i 1 °°'Ps<Eew., . r r o / r ' } r k 3 t ' E 1 1 ? '\ i \ I s rrr `t t; 't • y i 1 i ' h t } t , i x -\s.. `t t i , i } i , } S t `\ ^..,. 3 /' ./t i i' f f # ! / r i f } 3 } 1 7 6 E E 1 F { +. \ j]j�" \ y t t t -,_ _...._ ,..-- M_.__ _.-___ _ _ \ ` '// i '• t4 .' t E f ! _._ r! ,f' /` i E d , t\ E 1 5 t \\ '\ ',:1} t 4 E i E p}} .-"--_,.,_._.__ _..._ \ .r'' / 41 t t ! __.,_,F y`` P , r / i(3 1 j E t k `\ i t,\ S / ✓ %j15 t t i �} 4 #\ \ \ d I , , } f i S ! _�7li^---- • : t F E €[ t t't,� ~ ry 192_.--...- _,__.,. ' / ' f € i at 4 i (( 4 '° `� ``S 1, 4 i; St ''1 5, 4\t R t\ \,_� j i i d i t\ '{ f ff f1- ~y t I { ! "`^ ,.,.- J / /I/ t/ 7 .) q 4V t S 11t t {t g s LL i s v } , i '� # , I 8 , j } , \t I , , 1 } ! ! / t l i v , 11 S ``, k t `--` I 1 r E f e \ 4 J 4 a ! k \� t \-'''+ ( P' 4 7 f _. „" .s .J(YCJJ ..._,_„„_„ -w--_. ,/ s d '. t } , t ♦ ,�. I. t f r. '` :, h .y S t'+' 1 4 t, , it , i } `� .� .. -.. _. _ __ _ ", _" __ „' -d _. ftftwft- 4r''%,2", ,. "' "` µ A f t 7 1 I _" "" •- _ - ,,.. s..-. I f I` f;, , 1� d ,\ t\ \ 11 I \ - 15" CMP - - zm';�'--- _ - - +r- STONE AND ' , \ 't 1 \ _ w I I i I ; I INV OUT i _ _ _ - _._ _ _ _ _ `;, n _. _ ? ;( �f ' \'\ MORTAR NF�iOWALL \ xy t ~ ' ; ; =362.63' (TBR) r ( ' EX. OVERHEAD _ _ ._-_ _ _ _ _ _ r , ,, \, \ WIDTH UNKNOWN \ ______.___-__.____ ______.____________._ ..__ STONE AND % ; i E-'�4-_._-____ _ ____.___ _.._____-___ - r , t \ , _'_ _ __ _. _. _-_ _ POW RUNES (TBRL) a ,, TBR w 1, I 1 , _ - _ ',._ _ _ _-_. MORTAR HEADWALL __f ; - _ - _ - �� \ '' r i s _.._ _ _ 3154 - - All---- W/DTH UNKNOWN _ ._rf`_r- f t _t 3711'- M1------------------ - - _ i' If t - _-- --� _ ArI---4y---- / _ - EX. TREES - ' „( r 4.r�. a _ / z '? i __ . - -- - -- 01°1_— (/------cit----OP, t �R) - < - 9 s _ _.�_- - .� - , I ':_ - f 24' CMP -IRON FOUND ' ~ 1 �___-.____ ,----_. ay_ _ �_ _ - , rrf i t e\y^ m __. ; - - ------ 1i�H-f _ -- �A'1-- _ _ - INV IN = 362.02' - _ (TBR) _ - - _ - n _ _. . EDGE \ EX EDGE _ _ \ N,_ _ _ ._, -' i Aft_-'- _LY1__ ---(fff--- -- - i ' ) t`t R) d OF PAVEMENT P /,y - .-,_= ----019-_-_ - , f- / t y IRON FOUND ��yf,// µ�y.f� /y� f`�, ` (TB OF PAVBMENT _.».� ma r� .-..._. i Var-- K7`—T�fi17�{—_—N7_ i — �� \ 1 1t / R) -• ' 'I C�.7 ,�,i,,Ilt' _„ /' EX. ENTRANCER) 'l s01 a N 75'47'16" W 4 F , ; tia �,�s-G11----a1-- __ _ 1_�(f -,., € "-- - -- r (TBR) _ T r -' _` a_ - - 'g. 11 ` - \ -; _-�'1---GW----Gi'1----GM ', a ,�' - " - i ^ ��� - ' t \ \ 316.20 i _ - -9------ ' __ i, \ \ I _ -_ a„_ E /r: .9 > ��' w _ _ _ � ,_ - _— _ _-� j ---- _, t --.�-- --'-- ---.tea—.,_—®__—a------a------�•-- ------ — «_......--1 � _”-^`»N- '_..-�""`- •__,.� _._i--^ n1,�>\ vitt , kt- /" ���-.__.- _,» 1 �." 1 '_ �\ _ ^.-..��.a— a— ,_o.---�.s. — /,� — at �- — .�, -- —.� --^_,- ,�...,,-'""-"'" -" h^- —_— __---✓ fi �+' ' i ' `J IOD '�,�� 4� % 22+5 ��� / 3+00 23+50 rf 24#00 _ _ '24+50 _ _ 25fOO 25+50 1 - ?6#{J- _ _ �6t50 - i ,t; tr' __1,1v ' `1 f a, W .. _ - t �w ., ' � -21 ` — -- — — __ —� _— - -- --- -- - -- ---- ----- — ---_ _ --- ---- _ t_+ i 1— -` ---- ----�,_.__.________ \ M _" t 3 IRON FOUND -- - -- _ _ -- --- - - - __ _ _ _ 1o ! -- - _.- �y, t , , d_ �..` fr t..11 11 R/ -- Q 15" CMP _-`�- __--_--- ___."'_-__.__"'.__--""_-- "", (_f'- `_6 i' .�' -_ 6 ....�. ___M__- .mT"�_f_.___-...:_„.....�_,.,,., _`»_ -_ PROP. SAWCUT - a<->< ri, .• r 7�p -; r _._- �. _ _,I.._- dP11 \�` 2�+5 !NV IN w - - - _1 -fA1 Ix No_ ,/--_.___- -ma;r.-_____-__-__-_._ 4° '-- ♦9D =362.68' TBR �._go ilP-----104 �!T --1 p \, 1111! ))P ---IGD �40 ,' J' E�,t GEl N, `.�t a �p (1�. -q:: - ' ;' r \ \ /NV NP rfr Ol^ PAVEMENT- ..7 �' - 2 raj !` f , _, - �--1A0 24" CMP � ,., __ _..__ . )---EX TREES J� ---- _ �-=-� - - 1 ) _— ' `~ \ r i 0%',i - Tr _ ____.__________._ ___.___.".,_ -_--- ; =358.07' TBR \ /'f STOiNEAND INV OUT- 359.10' LIMITS OF �, (TBR) " '~ 11P_!,_I 91�`_ _ _____.__ __.; - \ (TBR) 'LIMITS OF >' f" MORTAR HEADWALL _` _- (TBR) DISTURBANCE + _ ryj '' " �� -- -15+50 }€~'M ------:�>T>' . `,t 18, CMP DISTURBANCE ;, l WIDTH UNKNOWN i r% o /� -' - -I - P__�; - �kl r --- % � /NV OUT = 355.48' --7 - " (TBR) 1 i i 37u _ f» ! - ., _ TBR 4 �` _ 3 ( ) 4 i — _ - iN '^trfd 1g+ _ _ .rr.4w , - _ ~- EX G`U�RDRMIZ __ m r 10 p��J M _ f / _ _. -- r I = .' rya �p /� j� i a} -,.--.-^ e..nfr'v '' ,..._...... ._..d ____�_ �..--^« _'..'-'^" �{`(T.,"".-."--�' w Y` ✓SP°..^-..: ,,,,\ t I �J� ~ �` ,0 �W !R ^ r"......, µ� a /,rte - `,.. , f4h \ 1 - = ..�— s% 1 vs£I' _ - b l __ - �e I- `~,' \ ' lii � ia) iR64'- --' --------------- . �f '�®-11 s i .�"l- „..- .., t`iH -- -"."-` - W -INA-\'" �® _'-__. ut'�.,-._„, Ne ,'" rr'7, f ! if'\°, "�I' +J1/i J ` 'r�l,,1%I,,-'� y i't �;jf' /t� » i IfY` 7' '"I` ..._._.... rl rr n -I- `,`. '..°fir td +y 3 \\ �� rg y ((�P1/J / iY�l/Ilr'- \ f : (.{tri S �."v,� .,,.. f✓''✓_._,"� ""k /' t� • t ` \ '� :✓fid_ _` _ ,�.,. I i6 _%- r°f �'«( \ -f r'; I" ry L-! (f ,.,f ,, \ '` \, \ 'f._ / 13 1� If""",_- � 4 ` -1,360 il#SJ1 j� tY / _ /'rt _- 58 -"" _ _ ;' dlr��, f' _ —Arr '^�- {( �'", ,,,,,,,.- ( j\ } Jd j, r�' jl _M_.___-----.�_____wr� m_�_ \\ '° t \\ \ \ ° ,',fi.. �aa5 ,:1 f I ,,� `/ ' „1f '�., - ~ :a '� .. (;, _,a a '------'"_"` - \4 r \ ``t '.i \ , ,,cc�� J .._t"yFl _ -.,.., '"-, 1r1� "'o `'\ ,„„,,.,,_OP _' �``'.,^„ �YCJ3 ��'� .s rIle r' _ \t \ k,� � F j � } d,���J✓' _ r.r 0, I _ 'f''1 LIMITS OF > . _ ,._---_ I 't ___, _ 11 "DISTURBANCE ,I, - ~\ f 1 ____,_-----~-` a \ r' \ cs' /1. Jr'�' ``\ - i { Id \ it /' e s rte, ,� 1.,, df i 1 - M 7/ / , ,/ - _ - _-___"____.__`___ r "`s. /` '`,t' j'f � ff! 'S` tt ,.... _._ ✓.,'V �p 7i I� �+ p (�7 ��7 �j _ 1L" OLO GR10 �l.J 1 Y � S ROAD SCALE: V= 30' H:\15\VI52000tDRAWINGS\PLAN SET&ROAD IMPROVEMENT PLAWV152000DP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:49 PM LAST SAVED BY: EVAN.NEWMAN 30 15 7.5 0 30 1 "= 30' I ml )t ( 2 wU Q O F" a rle Z ❑u P411� Z�_?' `'w� Z Q¢ Q " � < � C7�Z<tSQ K�E4 _Q`55RS� 4�go *-.¢ra-oo A, * "g, "++'O �2�4 z � Z u W am zQ ate= gz¢ ��>Fa �-'�P W 2 W 0Q tL`U` -� Jim �>c� :--� � : (; � Z z } � w 0 O w w' �,,r 2-- �22� , 0�.-i 272 JS B'z , �� - IOw QQOLLI , K m n Z J H u � Pi IP, O 2 aQ , �n w� Q c5 r' W¢Q:Zw2 � �W� Z p I -Z 000 Lu W �,4 a w O w w u� y �� �� ,*�� * � ; cj) M u _4w RE\TTSIONS REV DATE COMMENT BY L � � I - j KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fast, It's free. Its the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1"=30' CAD I.D.: DPO �OJECT: ROAD PLAN FOR ROAD AND 1 BROOKHILL SECTION I I OCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 0 DANIEL R. HINES 3a .0 Lic. N0, 043176 A. If- �O 7/31/17 4 t ^' If ,' 11 I%NAj ' SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SAN SHEET NUMBER: C-201 t' I P f i r v / ,' -_' M 0 DANIEL R. HINES 3a .0 Lic. N0, 043176 A. If- �O 7/31/17 4 t ^' If ,' 11 I%NAj ' SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SAN SHEET NUMBER: C-201 ✓' t _ <f rJ JJ << ` e I,\ l\ ea\ �.� F` 1\ 1Y "--.� __ f / !,r /p 7 fJ frT rff !J ( •,,�, a\ as ''}\ O` '\� .,r+" _._�"r':1`•�. '``^.,,_. ".... __. '`• t J p J l`_ °� *, '`\ \ \, F '_---."_` _.,^/" !''/ J f I f / P y `' `^ r f'''' rr f 6P r J/ J t \ �°.yb, '\ r J r� `M\ 1 '`\ kk �..>x'.h .l f r f P I i'. \ \ t t jJ f P I c .l+ r,f s t / / / a'a 'y S I J< / f P J' J ". e 4: „r'r+ .?r/ e\ 7„�„�@?® ... /O*.,„ „yr'`n ,< ff f! rl Jf "'k \ :.•\ ,�a,� F 't} }y \ /A J / t t J r j/j I \�,\ r `• •. _. ,s f(fi.�a w./` \. ad"'_ .J ... _..._ "a f P f \a `� `� 1 i `'\ _ ✓r ! ! f , 1 < a I \ e4 �gaE��'rSrdsy;'•. i \ Nom,- _` _ _4 _ I ✓`r f t P J a °\ '* \ \ a ,,' r P % J '. 9+`,r;s;i' " "' ^„„. PP P f f '`} \i �:. \a } It } a -.._ ._ J f• f ! f. <P \\\ `` t ya Y' 4'S{,S+'A.'.✓` .,, ,--•-""""_ ``^ W,rs^ I r r J 1 \ , 1 ` \ _ _ _ _ _ p p a t \\ `'I ;`ss s.% r _,,_v,r �,, • \ /J J S'S ^•-.rte-^•�"'__,_ �».-,_^._--r"` _- J 0 \ 1 \ \ �i 1 / P I J J +. `, '• a �f ! /� 1 P 1 ._.- gf," w / / \ I J Jr r 1 t i r 'k t r ti ""-___,,. _._..___-----___ J r J ! •.a •`a Y t `\ \x\ `i i J 1 f J re t\ i 4 r ; "' r �r _______^___._..___ w - P \ G. -" ,__""" /r d ! S y l 1 r P< l P fn f , J 1 , r ,,,r _ _ _ EX. OVERHEAD a 0 �, __—.__.____,_..____,__ ______.,_________.__.__ m__—.__ \ , PQWERLINES TBRL 1 J / rrP r' \ r ir'% ", .__-..-.--. _._. __ jJj J < '\ l 1 A,, 1 1 t ».._.,.__....- r J'! rt f ,! 1 r' \\ '1 \jr, f r,` \ \ ,____ ___.... ,.. ..- f ! // t } 1 i\ \ t \ - ___...__-....,.. /' F t I P rr ''l 4 f xS; / /f ?. `'a P f d ` �` tI 1 t J /' !• f J t r Jy \ r^" f rrr r.r -,y ^ r r ♦ ti r s v s r \ r / i! _ q A _. _ i f l f r r Y \ ._.... _<_..._,.._ -�_... _•__. __"-__"_.._...-.^ "_.._"e.. - `-__`.-..»......- j F f r JJ` R i , �4 , \ r lP J Jf f d < dp% l `f r cl ®° ........,..�..____ ------ __._ �,.'"` - ^\_ -, _.__,____, _... _..__ rr /t !r rr Jsp °P '-^'F .`,\ \; It 11 ,°ii t '1 •.,y \ _____-_. ____._"'__--. .- d''p J r!' fJ fJ t <rs rs fd J'r '* \,, `rk/ss ss�s�. _. _..._._..._. -----_ ______.__ _.,_._....._ - _.-_ "•---__,__--------'- J J t �,,••�.•- 'e,M ° t \\ e `y \ •. `______.____._...____ ,,' , J J / J f r / '•a says{�,Isi/,. ,,-^'` `-,--_ ..-. ^.--_.^ ,., _,a .,, / tP --ON F i t t 1 \ J-___ 9 f ! ( d r J' I \ ! YS � y} � _ __'""" - _ r-, , d ,�i 1 '" \ l A ^"' ..--`- , p 1 1 p ! •. n.44S; ,,, ,,..., ._ _ -- t _ _ _ _ _ _. t ,• n .n r ._ _ _. 'ate s _ ._ 7 i r f - Y�• f 4 ! P O +„ I �^ /•, f 1 4 g \ i \ e^"„ t J J d J Y_s, � -- .P^ ._-'--^._... _..__.... ,....... 1I _.___-._.... '_^' ^_.._._.,. ..-_ _ .F> "__""__^..__.,.. ,_-_.-.-.. _, .,_ �� ^"`�...^ - yam+ /r rp < <r 1,� t ll 1 CC9't \ 1 ..�-_'_ d t i „O ... GMy .f� / ti l µ______.._-_-------'"-------____._.,_,.,,.__._-. „- .___. _.__.__.____.__ ._------__-'-_.._.-. ��) va,✓ < r r i �•yz i `1 '`a `•., -"-�._. _-_._— .a 1 1 Ir rr �..r"_ , f \ , \ ` a rf p rf n ^ # l y�5 .._,,,, / /{/ - v 1J '-""_.....,___" � r ! / P p`„"„ \ i t , � 1 P i Z r s sn..yHn«.._.«....._.._..,._....._...._. _.^_ '"_ _. "___"'-_, "'" _..__._... ! \ \ l \ 't _.....__.... ._... _.,_... � f 1 f f 'e / r ��', f,,,,," _---__ __________ 1 l w ___—_______ ,,., ,r 'e:f 11 ,_.,_ �Y a -» t p/ \ \ r "\ ... 1 f r / �y ;Ng y r r ,..OiER _. ___ _________.__ ___—___. —394.___________ —ON` —_ a1 , ,. t ,,,,___._ __>..,__._.... _..-.__ .,^ --.. .r' -^ J < i 1 '1 ' ',33' S\ Y t t' p r s,' P _ ._ C$ 'w X �! _ ffj R `', 1 I _--'- t f '\ \y \ t \ �\ 1 _- _-^• t J' t .>:,?:` t\ i%5 P _ _ H ___ ____ r _ ---- _ _ . YF y -. �\ a - -- - P . 0 _ _ \ ^AT -- ---- - - _. µ ,a \ _ P r 0 sfsi---____-'_--- -� %� - -__, _ "' �••'OI'I` _--___._a______-___-J'i-. _.__ _ ^ O r r < 1} 'li 'k�`' a'^ j\i ~'`'^-- ---- -----' -- ,_._.._.... ___ "--•- - ..-.-_. -'"--- - r P; p1 p'iP' r✓" REi, - _ __. w _ _ _ s w f� J d J \ \ '= 1 y t k ,.-_..,_....__ S 1'+ _ .._....____. ,,..._----'-""""'-`___'-_, _.., _. __. _.......,,._ .....__...,.--......_„,_ '" F '` _.._,-..___.-_ _ -. tea.--"".'. ,.._ } J } Sft�SS -_ _-' .__._.._..__.,,,._............ ....___.»,_ _ Y'� `_"__......__ tl \ r _-__.,,, .._.....__. _.. f J"', I r / 'J' rx+ '/ -`i -_. ;.: I __- ". -..,r•• _...., .._..A ___.__________-` w - _._ J /r /r `e\ a\ t\ 'r \ `\k aA "'___._..___ ._._.'-_.___-_ __. _.__._...__ ,,,,s' t rP pY ,... ---- w ,,. _,.. _. ,-. - "" LBII�� .._ _.-.,_.._-_, .. ,., - J t '` �l 1 \i `"-..._.....__..., .... .., _...._-' .w^"". J sI ':.f .... _. ... �`� d_._..-... __.._. __ __-`. _. s _,_ < '\ r/ _ I _ D _ _ - _ STONE AN -_ - _ ___ _ _ _ _ ,���^ _ .MORTAR HEADWALL k ___.» , -___ .__ ___ y _ _.. _ UNKNOWN _ r 6 _- -" _. - WIDTH TI _ _—_ _ __ __ ;�r_ 3 .Iii+ / ✓�� .-. _ , } `v O ___ _... p _.__•_____ —_ .ON (TBR) ---�, '1 k W 3915 • �' � s r "" - (fig;, " _ _ , „- ._ -- _ <_ - TO U _._ _.. _. _ _• `' _.'^ _ _.. •,:"G.'�'--" _ +` hi'`\ �S "e_ q '""-_-•• - ._ -^'- - Ji 1r F\ `r / / ,. -Oil' Q.w _ - LI - r �I N� IDS C5 R ED - ' \ MITS OF ; ° //// [,Y}: ' if �T -, ✓ ?i, k k _ _ i r'� a s a ,, MFS m w _.ON ELD - _ _ DISTURBANCE __._ _.________.______ _s _ _ VE R ____—_-- S S� J r .�. -' ✓'P t l ,- -"' \ "r r w /'r �' .% " /'/ GL1!� i -•.y Jrd _.... ! 711 i _-...._.._....,. .., _.a.__. ,.._.._.®_. _.. -. �„,„.,^•„ 3 iy `r *��j d" / , } � �r/ „-. __ - _ _. / A ___ /r B� 3652-�-r///r,s i . .- \ 1 CMP !NV 15" CMP INV ' / = -- - 86 - - _ _ - - 2 (TBR) t - , - o =:__ !N __r - 28 OQ - __- ,. - - _.______--__-__ __ ___..______________ __-_._.___ _ _ S r 28 IN 371 �.�'"` °�"� �, 27 �-#i --�� 150 �- - N �'I , ., (TBRJ _ - -- _ _ T H W© WID ,- ---� \I- /' z ,rr �, , ,, rN, _ __ IRON FOUND - 4� _. _ __ _._ _ _ _ UNXNOWN (TBR) 35 i w _ _ _ 4 a' _ +ac7 0 r \ _ - "-_ _ _, ~ _ -.' '' -- ' rte' i, i,/fj, r''�r' v -�� --- ,,... or r�,... �_ - - ?9 "- i E.i EDGE _ - _- ✓ -r" ; / _-= s _ - .��;; --- --__ '``� - _ ; ' Of PAVEMENT _- _ 3 I u ____ _ _ ____ - _e__ �-- _` _ i " (e---.` _., .� _'__"......._.-... \---.___. - .-. _ _-.-_ - -w _ ,�,._.,_, _ --Z,_ "- I% f C' aaas y i"'`� ,W�' nr �J ,.+ .1 _ {� K A _� '"o"""-�___._,_._..__..___-OA-..__.______..•._ _.__ ---- _.,- _._ ...:"�,.:_-`_,_ _ �J "(i4'-_-__..,.. __ P M11 ,r% spr% ` ` v -� r - _ 1 -1 :r / - _ ____ ��. _� �" uS � ~TIS _ f _ / Ya -" - __ Mw / - ` ._ _ - ._ - _ - _ - -- __ p3 q _ ,.aw _ ...�._ _ _ M.�$ __ _,____ - -___--__ _ -- __ - 'J �._ _ PROP. 'IRS"""'' ✓ ~` IRON FOUND 11 SAWCUT 'f r-rr " pN - '' ,,_ ._ I I "-= w IRON FOUND "r'" -'` rr - __ ,! -e ,_ ..._ _y. _ < .� _ ry / - __._ _ '----"- `` _ EX. TREES _ �D 11 -, -_.._ / .r _ r . _ _ � X66- ` ` m ... _ _ ) - -1RON FOUND �- � �� 7 11, s '�+-�(_ TBR _ - _ ' 33 '..-- _ " �` ~"' 1_ r �.�M - -�"1AD iRW _ f9 ]R--�lA7 tR-- _ _ _-_--_-___--..__-- °` 31150- ---------- 00 OG L ✓ .t ', +,` qr< 1GID 1iP / - -- -C4 - r j, r r, ----- -R- 33 i, _ -- i » L ",N'' -J r,"I rJ 1� - hP , PROP. SAWCUT I 2 50 - /� 'f ' t si / a z�i i� / _ - 1Q9 LX. EDGE- 7'r 00 321 r '� I/F ,, µ r r` �_ r r -' �Y - OF PAVE E✓ fm _____.. roI' _ _ _ �. - --' ti ` i - _ _ s 1 y __ r" -_""--- - I - Y eJ r W A I �..--- ...._____ `9ry �W j� -, .. �1 1 - ,•-,sF';,; _" -.__ __.__- r�.._ }H ,. („. »_': ^ ;M J a I' r �' ,, .. r y s, -.. y� Nr J.' r 111 361 / )W)JP. , f ,` "..,_."_ - --_ - - - - - _ ..� " _ " r '` M p }A ✓ �V _ 0. - Y 15 CMP / < ,/' _ -_-M.. , '_ 18" CMP __ `STONE AND - '/ i _ % p' - , a ` NV OUT r _ - ~- - _,_ -" ` 5c---_'�•.� - INV OUT- .MORTAR HEADWALL p__'.. .,� ". l -360.47' - t �'!R /� _ _ 368.36 _ _ ':r TBR STONE AND MORTAR 1 "`tel (TBR) - REMNANTS (TBRJ _ _ ______.._ .-__ _ �� �-� ( ) _ // n ? r P "^ --- Q7 -- `- r, . ,s;J _..�^-t7d'r.. �. - ;'�'.__ -'__ V r �: - �.;,., , HEADWALL WIDTH ; ' , ` r '/ ,ter ,r I t _.,.,___a. _._ _.___.... _. _- .... ___. ..___._ �.. Jam, '\ ... .____- ' L9.1', 4,¢m,fiLsRAAL" ..-_..„...-....-_l�i- i� f aA , J! I _ r �' _ _ - --- _. _ _ _ _ 1Q71R- f \ _ _.. _ wrt �" P UNKNOWN (TBR) - 1Q711P ` \ _ _ _ 1 ". LIMITS OF "� r `- / r t p' if ' __------- 'r� j�~`Y `,-- ?1P YJ___ lA7 ? -- j°t? -" ''�� DISTURBANCE '- /r - --- ' = --- 1 7� _ _ . _ _ _ _ 97 ` - M J _ . _ \ _ '" -. _ / / _ e N,. �,r r - f , '� 4 r r' t t•: - ------ • \ , 6 y,, ems^ .. ��b fJJ —� _�__�} — ____ µ• �'�T°A��'� ��Z[.11�I°� �4� ���� (�]E�c�l[.1I��D� ���� �y�:.�� P -� / , ! za I/ _ . __ 61= _._ -__ _ `'\ __`_ ___.'_-_' 9 ' w _ - ._..--_ ,--'____- ' w .✓ , e y:L;, f% _ ..� -;).. \_..� p r _ t tJll %fi 5G �f�C�1 LllVflT I Pf��-_-_--'- - 1r -, P !< f/r, /j%"r,`;1 '�•,.._--_._'--.,,�,.. .,.-,' .._ �i✓;;1„'_.. �u�q+ 1� "• ✓;.. ._... ,,... ",✓ ->"" _.__ /(}( 1y-"j� ±('q� 1q Pl-"'Y (/}J<�"• ..... __--- -,_-` "�•-"" "' rs,•� '__---" r"M r JrJ fJ / _ „"Gwa�''Y *_" �'d%Pw°Ssro yy�� �„_,,,.. L/. G/. V l ! S G 6/t /o. Pte% _�`r f,/w r , _ " I- __---------------- sr l l r/ '\ w., --- - --- _ _- --- NOTES: _ r ! tJ -__., ,_._. ______ !- _ ` l � < "` IFIED 1 EXISTING CONDITIONS SHOWN ARE A COMBINATION OF A FIELD VER ___,____ ___.-__-_.._.___.---_.__ - `v SURVEY, LAST UPDATED BYROUDABUSHGALEANDASSOCIATESON 30 15 7.5 0 30 r �Jl�'a J h{�lf i��" TD f�i 11 T1 OCTOBER 18, 2016, AND THE PROPOSED WPO PLAN FOR SECTION 1 BLOCK 4 O �lD t J S JC�iYAD OF THE DEVELOPMENT (WPO20170037). W SCALE: 1"= 30' 111= 30' .__..___. �,--._-'_ _ _, - p`��} 7 E ' E E t , t o ( i P 4 d 1 { P i s 1, \, ,,` as ', , s; 'l� t __ ._ ._.`_. __.__-_ - _,✓''" `w '1� ! P p /i ! i } 7 { ! i 3 f i ! 1 ( C} is t /� k i / \ ,♦ a t",'. f C , 1 __-_..� _, _. .. -.. -- __, ,.. „„„r ✓" 'cry(",,,,,.,. J, Jt tt f tr f i E i { t 51 'w Sl ! ' } 1 i f 7 t k 7 1 aS \ \\ S I 1 r, ':� \ - ---- _ _ _ _.-,_- •^__._ t ^^-,,.,,,. J j� t t P II / k j Y f } 5 t € 3 [ # P 1 f f j r 'i E /r` 7 } i f ''+,. a `\ a's \h s\ .-i ?y3 St ..L `Y _ _ `- J f, j t j 9 3 44 t E f t r / ✓ / 7 \ hsc s' 7� ", _ _. _` _ _ _.---__._ ,, _. _ _ ✓°•n„Aa - , _ - / t i ii i t S t ! f if P 11 4 f . P ... r 4 1 `-�'---. `.+, 1 ;\ 1 J e _.., .__._ .�,.v, _._,.. „„,,.,^,.-• i' ' E i 4 i i i\t 911 541 }1 t'S t f J 3! d f* r C ,I l q It , `.1 ^,�• ` Y. \i \te } F�\ � 1 i _ -___ .___. _ ___,- --^__ __ -- "'" _ `r#" Ibr / 1 9' 1 ' i 7 f ' 9j a "; w+ _.. ."., t f d ' I S i} t S 1 I I 1 /r f 1 i S S 1\ ,:,✓��,,,i)j .+ I t r w -____-•-- _ -_- _ I i ' jy„sj .,_... _^ _, - _. __ j P 1 f k, i I k i t } f d t a \ 1 \ $u�.i Sf `k -_,.. -_._ _._ _._. ^_._„__. -_-_ ,.. ____ _._„_�__, _-- ^_-___-,_-.-__-_______._"___ __-__. _____.__.-.� f tt r ''"{Jr'' E t 1 t r t E t .I ppp _ } } j 1 1 ; rf,i, t' ,_ 1 3 I I '6 \ y r\ y , \ %" , -- _. _.,.__.,,-.-. •_._...... " ! t d r^..,,fid y +S / _ 4 '` _ _. _ s 't j I .______ ......_-.. __--`______-'___.....__.,..__..._ _,.. __., _-.,.___,..,_ ,..... ,._ { t I i } i i t < r , , `� `\ a \, t \ i 1 e bars �,<',. } ,r - - - 1 _ _n_____ ________._.____________ } F ---_. -._. _-_-__ ___.__” _._ _ .. / `t s d i i E 1 3 1 I I J. �,' \ i \ } } -r'<;'.:, <,:; \ t ! ,r-/� J '�"�.,,....,_ � tk d f t 1 # i ! ,, `� -``y ''`. \ i } d, ,, 'A - _ - - _ - - - N _ , - m - - m / r J „ 4 \ i tt i d a j i j f I k' \ s v� _.__ _. --_. --- ..�_...._ __..._-..... ---' - / ,✓ '1--„..,x \ f r 3 ' t d 3 p` 71 ,' , ^\E a1 \t t's4, A\., t\,tk� f SY "�„ i -----_--- - `_ .._--_. -.v _ ^- -_ ..-._.�. .._._-m” ___�..,. -- �.__.......-___...._...__•_-,.-._..,.._---_-«....__.......... ... _.. - _ -_ -..... ._._. - _ _ rr i,/ .• ' ! '/n -_..,I Ii # � t , i i t1 /f \ f tr ♦k I �yk�° 3 f� A''.t`ii�"� ;, _ / w // s _._.____.__^ _ ___ ______._______-- - ES r �. / a ) _ -- t t r _ V S r' , /r ✓/,” _-- ,i ' s t , t y�;,- t � f' EX TRE t ` r t � F .,5s� 'A �`"�, \\ �;� ._ .- 3� t Y , F�f, { TBR 1 \ \ `, ,� a "�, •,. -.. + YF �� `y \\ I 1-�.,„�, d i � \� `\ \ °`'a ,� `tea, : ��slJ `'" "' `- _. F f , is S } 1 ,.,�,'.t 1f .' _. ���r1 ��t i -S- k} '` •,, f J 1. �a, `• LIMITS OF- - "�"�"� --"" _ _, _ _ r - -- DISTURBANCE _ �r ,_.--. _ - --_- ,- � r� - - ,' '�_` "'-`- -------- __ ---__..,_ -" w -_._-_-__._ - L„. %', \a\iF�i. 1 ``- y-„-`Jc„'. 1 p ' �'' !-1 `\ �',,� , = ��"\,,.,„ ,,"”, �___^_._.. .,..__, _. .u. ._._......._. ,.._._..._ ____._._. �- —_____ -- _._---._ ...e, _.. _.__.»_......_._ - ,_-..._ ..- _- _, \ "" `F \a '.,'`p � , ,_` y\ - -•-.� ""„ !V�r��-.r�..�r�r If /rY,•. =;�1 \.. , .�f✓ z ''a \I F ^s, _ ._ - r _ - , ! C♦ --_ _ _ 4 !-' _- _ a ✓ P d t n♦ F , r t u ----. _____---_._________.______ _ - _ __ - , 1 fr i _..._,... _.m...-_... ,,. _,.,- ,, r a r' r � r ✓ r 8 r✓ +C r r t L ` 4a ._- 4 \ F • ,.....-_,..... _..-__.,.__ __",» .,,____'- ... -."� rC 1 1 t4 *�. --.�., _r" V --"'^'>b..^^,,, r r• cif `^^. ^l'_♦ ,_♦� ^e s, � ♦y r '. _ _ r '\ _ r v\ , a } `\ Ir { s ' \ _ __ ._ - ___ _ llj „ter t \° .• ,r q r �1 s i r ""`^^� _,._ -_w____ _._ ._.. __'____ ---_� _._.__-.. _______ --. _....--- __ _..�._.... _.._..,.-. .,_ --`"'..," 1--.___'_-.-----..."._- .__... _ _, r „„ __ "- -: T�, .,I 9 y }'`'^...- "^''" "' �'s. 1! J ~\E ly \ h.. '�` 'ai � •. �'- „. i r r , .r r �~ t -- -- r - F, ____________________-_________________-.___._ .--"------""-" _.___._"`_ _...-__.., _,,,.__..__ ,- ,v �,a r •^ _, "..__.__ I i •ir pJJ +!\'` yl 1 '^^..,,,, \f lty\ _ i � �", _� � EX GTE (TB ' `� fV. _ -----___.____A___._.______--_____.. -_-_._.__.-________ ____ NN - _-__ -,_ _ 1 _y IRON FOUND _ _ _ _ \ /0 Tp 9E 3� i CL i t` r - _ _ _ --� 'CQ _ ___._"-__''_.- "_-._-____-_.__-__ ._ __._--- ------ _,_._. .. , - ----' \ t `r' ^d f'!- 't JIp I; i < 4! I!I v� $�` b CL`r CRUSHED CMP f,=JT1 I I �� - j�% QR z - --- �y _ \\ ,_k ' F - y4 'c\ f J 1 1 ;y EDGE -�,, int _.JNV OUT-349TBR ; q il; II h" f� fJV• it Ov -'Y U1. EUVEP ...._} Y 14-) 'fes• i p1 S # 1P rYsf � Y 4L' ( ) �;x./�.y.... / s OF PAVEMENT._- -r_ f_' 1 'gf - Of' PAVEMENT \ _ —' — — f A}r C2 (�) IRON FOUND _-_ l 'r 20LI95' d r - -- //%J r,- _ t }f ✓ k gyp' ,,. � 1 ' - I m� y "`_ <� /' ____________w-____-' X58.52' — R _ ,-,� ' S 81'1329"rW' 4 {7 �- !_a , a^• . M l i�ie.t i,.e, i• Ri',i�i. r r rw iSG�r'.i31 i.J.i N I / -- _ _ _^�-IRON FOUND I -f ,-�� ""' -_ _.-z:::,�� > o <;,4w: _:.., __ ..---_---__--,_ tt`` �, 0/ 1_ -__-_. �..- -. `"' ._ i p .........o .,,.,,,...� ! 'a,y''' .?:'.. ..�:..•�.c�:,..�.e'�.:,w`ai a>„ t%` �%•J.:�. ____ ..�M �.,,,_„. ' ____ r r. :<.;^ z IRAN FOUND _ - 35150 --------------=-- _.m___________.___._.___ y/ __ ___._ _. _ -- - _ _ __ _- ] 36 OlJ-------------------=��----- - ,. ____ - - - - w__- -- ------------- ---=------------------------ - --------------- 11 37 00 - ----•----------- -----a------------------- ----------$ --- 1 - - ------ - - # 37150 -1- _ 4f1f50 �� i 41 f 00 41150 - 42f00 - - T `. _ __ ) - - ___7" _ - _ j ' 38150 :: # \ 39 10 40tf10 - - \ - \ PROP. , 42 sy I - �-___ ✓"/ _ - - - ANCUT -- - ---- - - - - .., ✓ r - - ___._ — - --- 1 -----------"---------------------- _ _ _ fOD tR 1x 11P 1 1 _ __..._._ — - --- �..�-1401R�-- \ j f s `\ PROP. � o /Q7 --T � ` SAWCUT ! � wr-. :-_ - ______ . - - --- 'd t EX e } 2 '- - .. -- __ ' 1 --- - ____.,_____ ___. __..-__._..__ _._.___ _ -- - __ - - ---- — /3 r' - _.- Q7 _ P i». ___ _--- �. - _-"_-- -___-______,__._ ____. --- Ca r. -_ ..__ __ �./ A .:�. �� .-.rte.-,,r ;.....�r�..: ;.«»•r�ea `_' _ , z.,� ?P- _--_-___ �_..._ • , vim_ -.__..z_ ___- _ - 1 �� _. ra 11 _ e ..-fir ' .� '- - p„ _ J____.-_- jlp_".-- ________...__ e -.r{ -/ jjam�;; __._ __ _.___ .__ _ �'- , _. �-. _ _.., I^ is ,.- ,.. _. _ __ _ _..____"_-„.____.,»_._...._®__... _.___--__-`._-_._.__..,._ ---._ .�._.,-._.._.__-.-.._.. _____ ....__......- __.._.. ____- _____ ...-__.,�. _-..._- .ie _ !' m_"'__'...'__'__. -, _,,._....___ ...._ ��✓�` - _. ... _. - °` JtJ S 4 i ;1 ^\\ a µt _-,. _- -_-._ ~\ i ffi..�, __.....__..._______.__.____.______--.---_ __ ._ ___._ _ -__ -In: I t.ilPAIL- m •.--..., OF PAVEMENT - - _.--- - ,r __ ___.__ ___-_____________ -- ' - 72” CMP INV t'' \ t 72" CMP INV X46 - m _____.______.________.________ -- ---.i_ _________^ ____-__________ - - '' 334 35 /° 2-- F� ; . ___„`' __ __.__'___. / , t t' 1144`' \ 0 _ _.- - -- - _ _ _____ __ __ . __._ _ _ �_ _ -- �- _ N 337 (TBR 1 i ; ,7;ir tt UT (TBR 4 a E - 9 `.1 3'}t ck /' 4ii+ I tYi \ -�v __ -;;y_ --__ V__- -____._______-____.___^__.__________.___-,.__.__.____.____.___________ _Ww a_ -___.___ - _____-____ STQNEAND MORTAR 'a 1€(11 _ _ it \ _ - r __.__. �a _.__• r:f Gl./- __._ .._ _,__ __ ______ __. ________ _ ____ _____-___.____"_-; ------ HEADWALL WIDTH ' Irt „, \ ; \ `� a, rm;Ja 1, __ - ,_._ - __ _» _ _ --- - r7//-- _-____ _ I." _..__. -_f. -tpPt--�-- -_ __ UNKNOWN (TBR) A a t .... _ . - _ _ _. - SS.'! _. ✓St'_.... ,M»...,O�A�._..-.-__ , ---_-"_"' 4 `� �` a , `i y 1 `s.," , a \ ry �� I !• ..._�,.� frt, U 1. __, _ - - ___-_ _, _ - - L'{ (7+ _._a f ,. _ zt�h s„r \ ISTU -_.” f `* _._____ F _ __ t _w__..._____----- �fi __. Dir - » w yl` , RB _. Grt -"!1 ,y,"._______-___ / ' `• \ f S { i \i i'a\ t,• \i `� 41 1 ;SS i 4 ` (kVIDIH=51' SrJk-CD LIMIT 45 '`' I, 1 ;\ \r \ I '--' _._._._. ___ 1 '} '` t ,,j i t a t 1 :.rs a, •t,1 1'dl6- P � L.1, LJ. '"7` (-. � L ��' a♦, '''a °'•sa j `,\Af e\t\t r; \a91k 4� ♦ `F ;:1 f t \'! } k."\\F \i fi I 1} `4 x 1\ yy44,G,� \ \ I; Y s `' J'rr i j I i t ;s, sg' S \\ 4 F\ 1 \y \ i \ r 1{. -, `, \1 •-+,,..,, q i'•'""I tk \ \t \q Fe -',f '% k 41 _ry #'"_ __ -, `-"..--�.�-__ _. �. fit }'\ k} '\\ 1 }S r\`,,,,, \\a :,'4`lr/'r s \}F t\t i k\ - '^--_ Y 1t S\ ♦1 iq AA a , ♦\ t S 1 --• �_'.'l _- -"-.- _ - 0. -----_ ,1... _ ,-,- } ` 3 f t }t �! i\y 4 4 6 i # 5?i f `kS ! E I ' 1 ii _ __ _ ._____._,_ ^"' --b _`„_,µ __,.,"_, -_,.._ a _ _' _.'�'_' _^ }i q t\11 'S f 1 id ii \\a _ _ _ - .-,_ ------,_",l- '" ", " _ ,� _ _-._-^--_, '3 iy S\ t4 ti t t I tt 5`'7 t t [ d r' t i 7 f d / �'� ��jj 77 77��77�T-�v� �j T� 30 15 7.5 0 30 POLO GRO ILJ l �' D S JL OAD SCALE: 1 "= 30' 1 "= 30' H:\15WI52000\DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLAN\V152000DP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:49 PM LAST SAVED BY: EVAN.NEWMAN -- W �� ~ b 1C -n z ❑_ : o -_ I -y (, Z w< W F Z Z w O w 9- =(Daw- Kw � �� zap¢ -m. W� mag,=, �r �UQFcn❑ ow E '4 r~ � - - 7i 14 H - - �, w ❑ ❑ z Q � � d°¢= gZ`-� o0 U ��� J W Q 2<EZ-U, oa W � \, LE o a0P Q<"�Luzz> ow � e § w O O w w Q ua %a =xm�x=ce o C7 I -O }=r I -H -- Q ZI2 F_� Lrz s� u� z w O w¢ O O w ��.r -V) Y.. zU o0 �� w= 1 0 � a o g � Y - UPH 0 O _a y o❑ ° w> CF w a ¢ � Z W = , 9 zJ�YYVy Q. o0 �(ij Lu0 B �0 � wz.. Z Q ¢ w o O O w w }}-->❑ ow ""� U)�U)555J o- a w o w w w= ,- �� =zmzzzn, ow �� �.q"*"�`*** �o Cbl- om <1 - z� x I era j REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DI% It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUOTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: 1 "=30' CAD I.D.: DPO PROJECT: ROAD J1. L N T'O1R POLO GROU � DS , \ BROO X31 �L Ii L.1 s SECTION I LOC��TION OI' SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ThI 0 -_° ,as. ILS, V DANIEL R, MINES 'P .q Lic. No. 043176 Ar �,,�,� 7/31 /17 �k , S�QNAt' �I ' SHEET TITLE: EXISTI G } LA �. SHEET NUMBER: — 2 0 I �\ 'I I { It 1 11 i { l- t t I t t1� I ,� { tk � 1 I � # I k I I p - t 1 t " Y I IIt } 9I € { a 1 -- i S 1 3 3 � 1 I c Ii # I E I � E I j 1,�,t -. -� I I � 1 (_` tt ! I �l j 1 '� ) I it i4 3 11 { Cr, ; � , 1 4 { 1 I �� I (� } ® i II } 4 E a 2 :D 0. ; Nz, _.y � E i s I cjl�(_-14 � S i , 7 �I 03'} t C 11 �j i! t u 1 I i ! t. I � # I 3 � i i i l ,f � { `V 9I ,I g= I � } I i i } t 4 s I t i f , q I, me � I ti 1 # 1 i t S 0 1 f < / r, r y jJr ' f r 1"I // fat it ✓ ! f i 1 F i p 11 `k / I//F /r✓ ✓' f/`< f' v y �'+�i T I / /'r I✓r j// 1 1 1 ^r IJ Ir 1 J 1 r s Y {} t i` t F JI / // Ir ,v .y >i171� !Y i If !1 rt } i f !r fft flf `f tt 1 a �'+ t s '11" iNjfJ § k ��- JJJ a JJ/ d \_ ! t e, a / ! i ,/ 3 f s.ir I r t f t } d t t 1 f Y \ p 4 ""� J f I ,+" �111' f t /,r' ! d jj f t ! 1 t iEsa t t ^_,� i -„`,� ,f I ✓< f A ` � f r ✓t'/ / f r' t F` 1 Pf ! 1 1 r f i; i`, a 4 Y �" F / / j /'</ f / / r r 1 r' f f f ( 1 J 1 f j ! 1 , / > j v0 'v // I $ f' i fr I 1 F ! f ( t ' ; tt i tl r '_' 'i. ! J' JF /! P , <r. i\��� W ! r > 11 1` 1 t ri 1 f f f p {i t ad ti rt y t`� 1``F \ / J f f� / !f / f✓ v t %7! ff ' ( it Pr f `f i f r F f 1 J r i i W j tt % it t' I 1 ,, t ro `; \`4 � ___ t// f` °/ OJ t , - L W i1 r I rr 1 , r! 1 If , tr , r $ J '€ t ! 11/i $ ' t x \ % //' y w 1 iI { /r /✓/ t t `-.."__'� / f w 1� P 1 t 1 1 1 J }` f f 7 7 t )� '\ ,l f/ // //~ tk ti tt �` _,..._.`. "'r /ff i° ✓/ g, ay y y 1 y y E� pl rr 11 B tr !} 1{ S f 1 !f p i B f3, +• / , i t h I /7 f e'' J. y 1 f ! p r i i P ! t t E 1 p/ IYg" `t I <�,' k § { i f 1' / ,' LL v t� " d 1 1` r 1 1 S 1 }t I j d r '� LR'rQ`'-^' f/` I ro d §4 i t / ,`' S t /€ v •i v u f t ; } F j q} t ,{ i fi i 1 p ;r r 1 i / / } # # t # 3 3t t f' -- r v t y !f / J '! io�ii,�---, fl AIlkI,"l F' C I ! //� /'fr sg/r/ ( ,'p fEr W / a °r f' a""-s., ,� frr ) ; /' j / t, I t r ' i t I I I a S:'> ', '1W , i r ^ ✓. C f'9 r i a {F /// { ( t/ W LL 'F . , W t i i r r + s m \ \\\ QQ8-(f%� / r / I �,,-, ,'`, ! , '� � �'+. I/ /dr t }; __..„_. /... _."s' // 1 t V- y \ y .., ✓ l L i I 1 / ((( jfj ! a I B i r i f fj -�1 r/ ! /a. / 11 j It '� y tl /I' •v LL y ,ir,, LL. i rf Fy v P/,,,� ! t ai }l' 17` tdtt Jir t t } t 7 lf /' !/ ' / I 1 `/ < } i r ro y W f i i a f 1 t { €. {{!! I ;” / r ,ti t a l' r { ! e f 1 1 ! { § 4 c `'a «. i J , / ,/ Br ! j+' W i 4 j f ^rte^ ur., .� `�,,,,*.a ``• .jjy Y % / I 1 / r1 / ^ '"^t W y { . I ! i e t 1 "3 >;,q ;t. • 4 7 t Ly.. > `,+.. 1 /! g/ //f t "`,.,� l %56'� / // / Ill v " y +' ro '+' t{1 .v \• f t f f 7 11 ex+a }'^� t, §b F h ro b'`*,, ``a,`". `,\ ,`°' {1 : ,/ ,I .~ '�✓ 6,,,-1 �(4 // , W y " r t W y`YW i; € i ' P} 1 1} B} fffpt' Ste' t t} tF `, ♦ a `^ f ,"`�..,\\7/� ' , ~``"re }y ,'r 1Y r . y W #- ., y yt W .y y '`t l i i 3 dt f atl f "It'+�`` ak, ty / .%' /F J „� ..� % ,y / , 'v . � i 9 I B i Ii !I ij f If }4 `t{h s1 {k I 'ro %t h /''` �Jp > c `�, %c' .. r; .�, y, y y y ` { # a t t t rl f i j s 'd s t �e tea. aO �''-, ,� u' v § 1 ' ! 1 F f t , ! N" t"^ �j �roti ,"1� If . v t € f /jj 1 t f t /1f 7 t € f I 1 4 \t''< '�` �^•„ _ e/ a , W „ v . , W t } t i i, 1 •' d t f ,f ! i i I h 1 11 Yi! -`af4 R_ � �! \\ � C'n /'^.. rok r tr fy'`p r '.` r v u. W w �. . L 4 u, ! 1 i E f !r tg tB !f f i i i l 'S 'i r' ;< 4 D "^.'_"- -.. _...r! .� \ `.,� r 1�`\h i F s� W v W W .v .v I y i ''t S I P J! ° 1 f 1 4`= �/ �~~ ; " /'' r r W..�h iV' 1 1 1 # i / 1,B 11, d j 1 s 3 s { 1 gyps `w,_ ff,...-.,\ \!1 o { / /` -,+� /%` v y .y y ,. W W k 44 i # # J f ! 1 P j , , 1 , } <'- '`. //•.. '+ „"y - _1- / ! �o_/` /✓ J / t 'y -�' v v .v r i ii 4 3 i j 1 1 { 1P 1 f J I , { t `\ r , w�A`µ _-, .gyp F a�t tW 1 � f # � � i § TBR / / \, -' \� / , i I /� r v W r I I , 4 J // / i 1 11 r t � ' t �ii _.....- "``�.. �.,x % / i i 1 _ 1 �.,'.. .. I i, v W ,p W LL t i i 7 { i £ i d 3 ! i € a j i! d °t Y I / //�- ��.� }1P•�L.� / AVy#p ;I� .�.i� r i 11 W LT LL I j j j 4 �t is �1 ; / ! A, Y 11IF— AMM b/+�� fp/ J/� ' ".1`ro .o- W W y a y .d, . "Y a 7 i it P t (I ;; r [ € F g {t t �tf 1` 4 / , O 4 QC- / !// y W .v y , .i r i I t d t f 1 f P j 1 t f 'i } ' \ a41 t"".„ �lr', ' i / /Ql/ ''... - / i " "--..� , s "" , •- _- v ro� y <. ., , , u- y 1 r # ! P B P f ` j i 7 g Y; t11 SyE z i , Z t e f E 'I t .F , !------. _, r^ ` —C,//.- ____ �Bv /�y �SC4' 1,0 ` `�..., / ti� 1 `\",- �Ff / tf. " W y 1 ,, W W •t, i�1�'W .y N y s ; j i tf f1 i i I #h ' §t t t t F't t GLG4RDR41L (7bRJ.._. �� ��,. ' y -� v / "^�.`., �''- _ If ,' .. r v y W // ' i i 1 1 R 1 7 3 S k 344 t F rF r .f' -....g,....,. / / `•°' / '``^.. "'fro /Jt /t LL--+' v`�''aW v //G, W ` F i t r P d + `4 { ; 3't t 4 'Y 1 -'y- ,�<� /iQ •',� ' / `yr •v t F f 11! Br is i 1 { t 4 ` Ty` / %i° •-,.. O ^.. ,,... '"„""^ w g� / f / + r, _ - v , y y ♦ It S l i t _ N'`47/ND / \, < '>„-. ... -. N y ,,,.- fP m "ST W ✓ W J, l LL / I W //� »...... ' t , 1 tJ rt (� ; t€ €§ ij tl` t t } 4`\ �/� r.�i / F`, �".. "..,, J, „J W.~ W y I /, ,,,_ �1_�._..d W , ~ , t/J , �! r/ /!1 !t `! 1 #` � I t d i\ '\ 1}t _ _ ro _.,. „ „� _ It 6 p _ L _ -_,. , - /N TTOO �,� _,, p^ r LL 11 _F__�- a ✓ /'f/' f t I 'b k h t i " - � \ ` 3 8..2 '" /Nle' 1 /' rf w °' W / --~ r` P t t c -_, `` `�'�T® r' F✓ / tt Y , '+/7-�. - tet' P 1 i t t'\ ''t t '`t { r t�(M `_ i l .y \,.�� "'� ! d t f ♦ �, t' .. / f / I i `t 1k k t, { f ','d'}.'�+r vV �- - "'. _ _ _ �, '- �'^. •.....� ""'_ _/,'. ✓ 1 i 1 `4 A <, ph I I S t i I 1 S I } t 'i i i 1` `�` ----., ' /,y/'• // f �., r 1 { i I E 1 l% 1 Y ~ `S t I ! I � " +.' .,fl I',. '" , , r'/`'' r' ✓ t , F j ; { \ # f t F 1 ' t t 1 �'�-..�� ,Sp .--}"'F rv,.., , .P `"� "z' / '` !F f c } {k i 't k t { 7 _, f'oN '''-_ -? - _ _ 1 �TB�� T/� _ I/ > 4Yk'-•„^� FOUND r' `1 }af _ / I / fr � t1 t;Jr' t;k _`'--__— GYJ _ G' _ /rQ�N � '�-...�,� / r d § 1 dk � r'F YlF'd tlhta --x,....._....._._„x:,,.. - t �1� f � `-.n..„, f / } At,� � iF, ~�(tti ;k",' ii4 � i M11 w,.....,-,aM`a �-__ °�'�, S f-'. '�•a"^ 9 ` i` ""^--"^.., 6p *v4 ; '.t t } i °> } 1 i , f.,� \ E -_-x. ,, _ R®� p� �_ _.� `r ) .. "-. ~~ i t, '?-,.. i /< € - "_),391;, ".w �. L 'F t ,\1 c, Nk 1 t\ 1 z t4 (iJi 11 F ,b J/ VE _, -,_.msµ - _ ,J(; �� i /'�--A:. ._ ` f`w r a r/' _", `,.z:11�.. .q , `•e ''h t { , t ��� c. 3,a L+ ISL/t fL. 1t ”"`NT i -.s._ ._....._.:; /!/J/� 1 `r ..•/" �I _ _®_... �"`"t _ "-y _Arc �' " ...,-/-p 3 fa z„4/a .qF \ F ',t11 4il ttt Y ,� {i 1\ {F �, 4u ' }Y f " .." _ - ^...,.:?; [//iY' J, / l�Ij({ ? 4 �`� 1 � J r if ^"'. jj +\\' �Y ;i" w i " § S 'X. 1 i l p S Y ��/ «-.: J 643 ��"�-o I� //�/^y� �` % 1 1 ...., _"Nth ` f A \ \ tt \ t% \i k ` Yl S E�; lF tt r 11 T.• ® �. +. j iN� ,Sp.° �'`-,.,..iia J� tl'----------, .� µy '` q " t 1F 't`. rA DlMlTs OF ,t' ;' Q�� Cf�T �Nb ,! -- �` ` 1 </' I /11 T 3'84 ?*ftl ` a �''t Ig !tB �''y/ �% "5 "JLC' � g (T9R •., /S" %, y,y ,\ A , p L -. f 041, _ M: I —INk �11 _y t^,__..... r�' ,,_______"V__,­__ t;r ;c.�,w._A ._.�. _r, r. k ,. `, f' �. � �� a�, Itt ` �/� STN/p/NG' ____ -A � �'# kkt w. -1 I i r -�.� !Bif' 96 `•y k ` et '\ ) {£IrP".i-- -y _ , _v- _. . / dG..,._. r ® t �jF� v 11 01 tJ it �I% { ; ,I r/ .' .%5 .., /NY 1 r t d f } n..:a:.._,�__l,-.:c_ti � --� I i. �vT �>�_` S „a _,- „ I POLO GROUNDS ROAD SCALE: V" 30' f t 1 i "" �� I °1i „, 1 1 1 1 / ., f/...__..„.._._•^""/ tf , fJ ! \\ � t. .}r"+, `�,, E 1 ¢. �... t .` ” .�1` ^'•.....,. .„<,. ry, / r/ / it ` f/ v S,_};"`2,�tY,. y` \.�.....,...� j �` t \ \ s �JpF `__ .� .„ fF / ✓ i \ i �e II > ;f "..,. e-� ,-✓-'':� t ; '`�._ rte^ �:..` ,,s`r �” `."" f ! B` 4 1 `` I r /X1fY 1F'i ,iq.1:;11 > ''� _...-. t 1 �. "`_ r`t "'' ,` 11 t tt i `�.:,> {�-"....~ P1 e3,,"�s,g ,---- "� 'N`c'a� t °'. t �- f° 1"-�.,�9�1ye ��, ` �`-` , _� Ca � %" t F/f 11 1 f/ 9 \ _ h F ` , ° "\,� € t ' i {\ r ,i i \i ° z _ I I 1 1 , ,"\ ` ,• t ,\ ro.I__.____"-- 'l _i..._...,\ a; '\ I1 �,! { r t!/fil ..I ! 11 ! t�C 2� 4 I „, '''S,.a ..,.,3 :w._.,.„e`,`t ;.`` ”\� g"\Ji# f 11 I I p t }g it ro i, �`k Ea! �. �., \a_, N'' "�. 1 t I e NOTES: I I \ '. _ , iT9n sT/P/p/iUn _�,_ 3 1. EXISTING CONDITIONS SHOWN ARE A COMBINATION OF A FIELD VERIFIED 30 15 7.5 0 30 SURVEY, LAST UPDATED BY ROUDABUSH GALE AND ASSOCIATES ON OCTOBER 18, 2016, AND THE PROPOSED WPO PLAN FOR SECTION 1 BLOCK 4 OF THE DEVELOPMENT (WPO20170037). 1 "= 30' I 6 j € f { _— /, _ / I t t I y J -- '- __ - ^- . N a � .<. < ` ! ' ys 4 ; 11 } ! } 1 f € € lw,,,r ^"✓ ; i "% 1 M.'``^ I- 11_ `y i 'ti F!p7t` nt i ; f!' r t` tp a; t i £ 7 .�--_... a-_... a/�' i `!., q "A �a � 6 1,3' j f } j t fF ff ' i //'J II i # i (' V/ \ _-______..._. /'� ~ tp 4 / t j f O.„ f ij $` y 1 # € i t _ __ - _ - -" w ./' % ---- � w5.. rv� ~ ``•. St 1,= t`q s ;,r� Fd r 1 f ` f 4 Ft , E I f i r1:. '� i�v :�� '�-,„a.w •. 4 ,�" _ _,L„ �` `! 5} 3 ir,, {€S i � tt I t1 �ii€ }! t. { ry ` 1.-« 't,G4 { # { i 1 f1 fd 11 1 i i I I``w " � -- -r.. 4�� �"-'^.., `' •,..� 4{\ �} 1 i IS `t h y�.�1 i i I 1 I d t~ t y �. _-_.__._--__ ... _ ____ „0''-"'-'-'--».,,.., - ...�_.._ __.-.-- '" / 11* `�' {R. ~`k: '_ b I 1 } r i V to //Y 3 f ! { i f ! w �" W.i.s- ,..._._� 1 ..`t�,tr,`,i 3 3 i ti { i FJ I / ! # i se "_ _ _ _ _ _ _ / _ _ \ _�q4°,B ✓,. ,% `-.,,.,� it t f 't4 I f / Q i ! j k i i I _w. s.�... I^''-^ 1 / �,�`'"Fo-''. fy, is '`^, 'i f 1 S I y 1 > E k # I I E E 1 _'.. .-. ....+..._ { ,-...._,........_.....___--_..._....___._.,,.__.._..__. __ ws"' "" ,:r s1, `oj `^., i I `iS }, € `1 r! t fd b ! t i ; '.¢ '+• ---.._m Y� _.-..m ,_ ... �,,, �N""" - / 3` Y' '`2 P 7 t 41 3 Jf f/j IJ I �J } 3 f i 'te_.__..._......___..._-_.m_.__..._..-..._ rvA/ _ -•'_- _ - ao ``� f t '4 1 € € _......._.-. _M_...... _.___- _..,, Pt f1 — — — — ' I { 41 _.............. -.. ._ ry o._...... _ ""'`_'�" '""-„ _ _.- -.. _._.....__. / J ,,, y}Ft: tkI ,}'' fJ p I { ._--_`- ... _. d I 4 { i ''' ,.» -. _. zµ -. %-... _. 0.^•_ ,,.,.� \ .».._ _.__ ,-Y -_ `�f -a, ^{ f ''S S 1 '€i F.^ lfi f !if t s q ^. _..._._.,,.___^_-._____ �__ .__ '� ,.a / ..a,�.s.,. �; `t. 4t tt / I I 1 € € f i t __ __ - '""`- ``�'�. - *" - `LIMITS OF `1 t ' f° P 't _ /' I µb -_ 0 TU _ _ ~- `` RBAN ___ �w--``.` "�. '�--.,.'``� 1k -I,--- CE � N~y� �#` tt 'e 't � dx ' € i i rld jJ ft fi i `t ,. _ ... _.,.__ ._..,.//.... ��`-. - ".\. � .. _1-____Z_________ ... � .,✓ `_rF it tt `t I 1 # f 1 1 ! F JF { a _____- _ _ _ _ "_'^`'^^- 0. `^^ _,_.,- ',F i \ +, f i 4 I f t / 11 t .q w '""� 1 _.._ - / ,�-"" /.° t `'tt `•, � { t i i tf f r: J 1 P 11 t® } i 1 ", I 1 .// } t ,Yt `-� i i {t i IF d I i # ; "I I,✓wftv..*ft _. - S t t t ''i I d i t 3 ' I S t i � �✓",�✓ f { t' .� tt t, , 1 } t I i fI I ff _� _� ._ .._ i ! 1 SY } ,I 1 f F 6 I" ,./"".- ~" v t, \ 1 }{ F 1 t 1 I I 1 I { i i I e t e t # € � 171 1 j I I � Ir> 1 -. .e' }Nr `'hy ai 1 \ t `{t 1 t t € I3 3 i i eh ': ,k `t ` t { ,I E 'E 1 �--^^ .,j I `t t, \ }t F i i { 'i � rJ 6 P I , 3 } I 4 t I I i I 7"` 1 1 r 1 '\�` 0¢ E 4 4 , / i ! 1 V k t i { I i 7 S t` t , '' ! t 3 / i i S t V 11 i 1 I I I { i 1 `, 1 °`, '1 kat t <t 3 S 1 i ! '} ' { I I t i 7 f ff 1r I t t �t e tt `h4 4 F1 t} i 1 I E € it ' 4 } ,� i{ 1 I P 7 i !i t` \ t \ t ® } 4 i € { t 1 I I i { # f d }r I ; 1 i1 '`I *•.•'. t t} 4 k ; ti {I# i ; t ' t I I 1 i i a ! t f rt 'e tt '•t i 1 } 1 !; 1 r i t 4y d } { ! S ( P i f I P I t 1 t 3 •t it .} t +t t1.n��, '•h d �4Y^} < $,¢ I i S i j Ijj i f t ( B r b °+,''y 41 t t \ \ I ! � h ` °" V3 I 1 '"1'd I# !'- rt f` j f` i7 fP 3}k \ ', A`'t \"+ � t` I i t ti kt i C;. 'a C-p� f tt it if Ii If ft it ,'' NF \4 ,\ `t4 'i k'i F / t t t o4v 7 f , 1 I t I i f t ro``., `4 \ \y \ J ! i I I ! } i I ! _� # I i 'i ! f I f t l `., �ro .a / I I I lh \I `t 1k { i { € 'yam a! Ifr / 11 r II Jt t ¢t % \4 •,ti a\'anwxvmm 3 d i h {I x. I i i I I 0 P` 1i tt f tt ff t , t ! y I t t t 't i 4 { I I I 1 f 1 t 4` .4 • ¢. I I I ii tt t1 { S I I i a 7'1 r� 1 t1' rf Ip }: t �3 ,,`, i 1 t 3'i t } , I i i i I ,! I 1 / 1 i r 1}t 1 ! i k S f I i r , i i t \F q 't 1 4 7 I t f 1 t 1 f 1 i i 1 t { I t 1 ! r {} 1 I f (1 1 1 I i ! 't } 'k t t # i I 11, t 1 1 t" i I d �'I _ § s t d,i € f € 1 I 1 t ! �,1 i a ! t t ., p I _ ____ MEMO= / i I S 1 1 r e.2', t t t r P i a 11 n t wr / i F ! i s 1 Ir 7 , yf// --..- /.' ____.-.__....a..., ... .d.»- ... _. _„_ _ .� r/,+. � + r ti 7 11 _\ 11 j 1t T Own"/r J` t` a I'' ..r ! e' f t Ir 11 1•J*°q rt i'r r }f it ,./ f 1._.....__.....___.._'"'_-....,._,... _. _.._. .> i 1 / 1 I i i 1 j f Q/✓ F' }j Irf _,.r' Jf tf fY j r F t t t a ., tr re F �_ ___-__... ,_.._._— f % e I f tf t` / f` I t 1t I 11 // --'_-- f1 // ,.� .� ____,__1 ^-„`^.` i t f B 1 / d -'" i i Jt f f i f �J/( f If II t{ r/ it S PF✓ .✓ `�._� -^^"'^ ,J 1 I1 j II i` rr ft .9S It rt` } it _ ___ __ I`'�'�., I ,`1 itfY /`' �,„„._. ...,.___-_ _.._____ �""`-`_ __.,.__.-- _...__--._ _.�.-- ..�...,.,, roT'ti K`i 1 It ✓ P•-^ .� ..,. -- .. _._ w. ___._ ti ~'¢ t Dt3f tf` 1}t }d it +`�'v I< tI tdtf I 1 `li., 11 ✓ � i .___._-__._.___._..___ ___._______.__ _.____- `'^•,`�, , _ _ w N _ __._._ _�, � 6 �' 1 _.m........_ \ '1 tp '3 4 f' Y ~�� , i tI f II a" 1 f II �1 t I / ___..__.____.____.___-_-_____ '`ti I I m i 7 ! flo r r 1 } / ' t 't , i I `` ) r .,..»r"".. r--'- _.__----•-'m'._- -..__.-. _. _._ _ a t } I } tI ?I I 11 I t } I art'- ! i P I , ~..--^ I t I t f cjy I II ( I r ^v3r i I fi i I j r i Y r w - V I II ! 1 f 1 r i _' ""-' I t i fi 9 ! 3 I I,da d-•_- Y --' .� __\....__ __._.___.._,_____,.._-.. t F f % 1! _.N' f. f "-'--,.._. ..,,m__-.»_"" _"'"`_.__-.-."-- € { I ; 1 ! C I ! _ .��.... `"• "a) f1 t€ 1 1 of If _____:-.-- _____-__._._______�_ — o' t I -- If,, I ,, I 6ii� ✓ # f i I ` _� f i ` f I f f ' f _,^..-,_` __...-._-..-..___a / t 1 1 3 7 i i I I- r' -� d B r ... t Bd !` 71 �) t r / ' I �, _. .t .� J 1 f 1 F it P � #6 1P /�" ^^"". it f` f f € 11 B a^ F- w/ r t 1 A a f jjj } f + t d B/ ' ,/ `"_ s // JI t i i �'# d 1 7 1 { 1 /„ ..-'-'' ..,,,,.f _.__...__.___.. -,__ J it 1 If �. II II I ! I i 1� 11 1 f 1 �_ _-. ,........ .-. -.,• /F rp I/ 112l,/ ....-b /—/ r g` rr 11 f rI II i t I f rv�„�,...,.,.. .. _ -..__ ,__.___.__..,.-....__..__._____-",__-..._._-'--_--v.._.....__._-----.- r` Ir it t ! f i 3 F F 3 I r 3 1 f 7 4 £` * I 1 ` t r t rrf ? F< i // d ! r ! 1 1 7 4s,1 t f 1 -. _.___.__._____ t t d } 1 t 1 7 3 f t I / „."' ✓ / / / f / ! f + P (�} i&1 ��P f _ .__.' _ -.._ ___.....,.. ,...___.._... _.__........___ `,. t t d / I 1 it \ •.i f t } t r` /J r' I' f/ ,f' /! Fr // F II i! fl r i i '}I3 C�'} `"s $%d jj/ r<"rY'__.__'_.___ _.»___`._"^,, f ! f 7 I }r I 1 g t' t)g )) II I' I` I /JF //✓ //• P/ ° , ,// �y d/ 11 Il+' }I 1 1�1 Ddu rC;a .� .�..f � �_ _,..... --®._. ,_,_ w.-_. _ _..._____--.___....._._.__'__.... ._,�9.f!�._.._..,h.,..._..__�a 1 1 f I 73 I p :\J f a 7 1 1 / '` f// I.,/ l N t t f f 1 1 t,4 r� ,....4 �- l '_ -n._._. _. ---._ ...-...-...._ f t i r/ / p - _-.._._._Is�_ _..- -_- -,� f t I VV I ji 3 I , f/F / /I / ,,/ ,/ / fl Jl 3f rft tI fIl If„L 11' '>J%'t/ems --` I ~.-.-^"~ ”" e�.___.........-,.._..._..____.__.-.._,......._._.__... ... ._.___"___....._- m. Ir{ ti tP I / / / JJ f / % i 7,'p Y LIMITS OF-- - _ _ _ _ 7 ._._._, r Aa F r r ' s _ ,_ _,___ __ _ �j {' 1 r tb 7 J fr % ka / , I /' 'P I t p i' 7.44 ,•DISTURBANCE _.___ ____.__w______ ___._____._____._________.__..___-._._-._____.____� _ , i t CJ J f J` J - - _ ___ _.... i II 7 ``� i ( t a / !/ J/ / J"' ^/ .•r' x / /// F/ rt /' Fr ,` fr t fP a f 11 ,-s - ,.. _-. _„._ '} I I l 1 } I 1 ` !lj r' C/r /y J< J`/ rr r'' F r/ V f1 ft 1 !' pr 11 f _.,..„71 % ?F '" ..,_.___-___...._______..-___..._____........... .._....__..._,____. _./------------ -'ri'----....__a-..,.--_-._ 1f ri ✓ o -'-1 t r,A / . ✓ Nrr//// / ' rl' '1f._ _ ._ ryjjf�jj(r w --t1 \ J / b ✓ J/ F T P t P / -, __ _�---,----.-----,------,--------.-- ^_. __ _ ._!�\ B11 t+j ! ti d .4B 6 � r /F / J/ I/ /.,+ .f ✓ ✓ e s P f 1 r 1 1} ;., //� r _..m _.x �-_.__..e._, f I A�,h� / / ,�5� I"l ^ / s j,// F / t / 7 f1, I I ! pot batt V / F/f , r` / /rF '/ f F/r /f !r 11 pilrt/ 1 tYr r ,R'��r` .._---_ _ _� "�""--_ _. -_, a _ <_.,e__- M }\ i , 1 r r f/ r /I ✓/ ✓/ ,/y/ / / ✓ r' fr Ir ff f 1 1 t ",� '.I „.y ..�^..4;ta,,,--__'--- �' I i 1 ,' t t 1 , F / /'' ,, J / J/ d f ` l 1 1! { jit r G+` it I I } 1 FJ /J/ fJ ! /' fr' f/ J•/ Rp�.p j ✓ F' / 1 1 f F f F / _ �oe-_ I Q a }` B I / , / , / /� / r/ ., IJ >°' , ,f p I t yF...--- _ 4 _. _...._,.. _.... _` '-^-w2 ryF-' _ _ w } ` • t a I f i / f / 1 f F % / I' ✓ < ! /r r f j t .. /. z+` ..... %Z'"Av '- -� -. I ,1 i 1' 7 ) f IB I i ! /t/ J< / J' /' ✓, / /J /J /,/�/f// /' ,' ¢/ /t /t fP 1 .- p -- h. -�., , . I I rl P / /f F /' J` I--,' �,, r / I 1 q I V ] ! 1 1 / , r I ✓✓✓ F > ✓ , I 4 ✓` f e 1 p P � ,..... _.... _._ h E Jro..,..._.,, -„ry a I / 1 IB / / , /, / f/ /, z / g, ! ,:C ?` / i t r` I} . ,// / ,// r r I// ✓ / " r'` F , ` / /' i` . f' / J' Jp r --''"-'' µ - ___._._ _.. 30 ry 15-..i.zr___ ,Q____ 30 ROAD B SCALE: 1 "z 30' 1' = 30' is%15\V152000tDRAWINGS}PLAN SETS\ROAD IMPROVEMENT PLAMV752000DP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17@1:49PM LAST SAVED BY; EVAN. NEWMAN I P�- �:4 F � � � �: r_' I- � o P4 � E ry �-,, Z � > az �I CLLI<0 P4lI- �1 �,• (pD'� J 0 Li LL 1-4 44 o`_�wg! apPQI_ Q u Q YI0 o PA ;�4upl ff (n„] w c F, ” N ' , -, moi`', � �, C_' � �, z ,7 w n ¢ z Q o c Fa ¢ Q - , i1<-= 52z4 NLL ��� �zLn - ,U' Z e ~lJow zz> ¢ 5!M¢vWizlO11�CEx�O z-.m�z=v ttiXu =z--I1--�z I` c Q 0 �T WOW¢OOLu E �� -JcnX CO U) Z of �h �*�4e"O'* _U P4� �� -l00 z _� pq 4 ire is P4 P, Y v � 0 O Q `xu �_, iY r Q W >-2 2 0¢zQ�z}z 9> Ck2 LLI Z�JD - 'X}d -- z Oz o c w}w¢ E4 ,,,�, c wow o z w -wzzaq 1,*�, pqwjj - S - `� _ U - m REVISIONS REV DATE COMMENT BY ( I ___ — i KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. 41 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 "=30' CAD I.D.: DPO PROJECT: ' ROAD PLAN FOIA POLO GROUNDS ROAD D AND BROOKHILL SECTION I 1,0CATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA Mt. a ._ . .._ r K ' 28 BLACKWELL PARK LANE, SUiTE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com m IV DANIEL R. HINES P .p Lic. No. 043176 , ' 1 7/31/17' 1 11 �9%I���Y� SHEET TITLE: EXISTING CONDITIONS AND I l DEMOLITION EMI LITIOl\ PLAN I I SHEET NUMBER: 0-203 , t = 1 1 I } ,{ e kt et 4 { `t : 4 ,t ;k 1 i 03'} I 4iq 4 a'it i\ r , e '°., t \ % { t 1 t , F. t, \ ro POLO GROUNDS ROAD SCALE: V" 30' f t 1 i "" �� I °1i „, 1 1 1 1 / ., f/...__..„.._._•^""/ tf , fJ ! \\ � t. .}r"+, `�,, E 1 ¢. �... t .` ” .�1` ^'•.....,. .„<,. ry, / r/ / it ` f/ v S,_};"`2,�tY,. y` \.�.....,...� j �` t \ \ s �JpF `__ .� .„ fF / ✓ i \ i �e II > ;f "..,. e-� ,-✓-'':� t ; '`�._ rte^ �:..` ,,s`r �” `."" f ! B` 4 1 `` I r /X1fY 1F'i ,iq.1:;11 > ''� _...-. t 1 �. "`_ r`t "'' ,` 11 t tt i `�.:,> {�-"....~ P1 e3,,"�s,g ,---- "� 'N`c'a� t °'. t �- f° 1"-�.,�9�1ye ��, ` �`-` , _� Ca � %" t F/f 11 1 f/ 9 \ _ h F ` , ° "\,� € t ' i {\ r ,i i \i ° z _ I I 1 1 , ,"\ ` ,• t ,\ ro.I__.____"-- 'l _i..._...,\ a; '\ I1 �,! { r t!/fil ..I ! 11 ! t�C 2� 4 I „, '''S,.a ..,.,3 :w._.,.„e`,`t ;.`` ”\� g"\Ji# f 11 I I p t }g it ro i, �`k Ea! �. �., \a_, N'' "�. 1 t I e NOTES: I I \ '. _ , iT9n sT/P/p/iUn _�,_ 3 1. EXISTING CONDITIONS SHOWN ARE A COMBINATION OF A FIELD VERIFIED 30 15 7.5 0 30 SURVEY, LAST UPDATED BY ROUDABUSH GALE AND ASSOCIATES ON OCTOBER 18, 2016, AND THE PROPOSED WPO PLAN FOR SECTION 1 BLOCK 4 OF THE DEVELOPMENT (WPO20170037). 1 "= 30' I 6 j € f { _— /, _ / I t t I y J -- '- __ - ^- . N a � .<. < ` ! ' ys 4 ; 11 } ! } 1 f € € lw,,,r ^"✓ ; i "% 1 M.'``^ I- 11_ `y i 'ti F!p7t` nt i ; f!' r t` tp a; t i £ 7 .�--_... a-_... a/�' i `!., q "A �a � 6 1,3' j f } j t fF ff ' i //'J II i # i (' V/ \ _-______..._. /'� ~ tp 4 / t j f O.„ f ij $` y 1 # € i t _ __ - _ - -" w ./' % ---- � w5.. rv� ~ ``•. St 1,= t`q s ;,r� Fd r 1 f ` f 4 Ft , E I f i r1:. '� i�v :�� '�-,„a.w •. 4 ,�" _ _,L„ �` `! 5} 3 ir,, {€S i � tt I t1 �ii€ }! t. { ry ` 1.-« 't,G4 { # { i 1 f1 fd 11 1 i i I I``w " � -- -r.. 4�� �"-'^.., `' •,..� 4{\ �} 1 i IS `t h y�.�1 i i I 1 I d t~ t y �. _-_.__._--__ ... _ ____ „0''-"'-'-'--».,,.., - ...�_.._ __.-.-- '" / 11* `�' {R. ~`k: '_ b I 1 } r i V to //Y 3 f ! { i f ! w �" W.i.s- ,..._._� 1 ..`t�,tr,`,i 3 3 i ti { i FJ I / ! # i se "_ _ _ _ _ _ _ / _ _ \ _�q4°,B ✓,. ,% `-.,,.,� it t f 't4 I f / Q i ! j k i i I _w. s.�... I^''-^ 1 / �,�`'"Fo-''. fy, is '`^, 'i f 1 S I y 1 > E k # I I E E 1 _'.. .-. ....+..._ { ,-...._,........_.....___--_..._....___._.,,.__.._..__. __ ws"' "" ,:r s1, `oj `^., i I `iS }, € `1 r! t fd b ! t i ; '.¢ '+• ---.._m Y� _.-..m ,_ ... �,,, �N""" - / 3` Y' '`2 P 7 t 41 3 Jf f/j IJ I �J } 3 f i 'te_.__..._......___..._-_.m_.__..._..-..._ rvA/ _ -•'_- _ - ao ``� f t '4 1 € € _......._.-. _M_...... _.___- _..,, Pt f1 — — — — ' I { 41 _.............. -.. ._ ry o._...... _ ""'`_'�" '""-„ _ _.- -.. _._.....__. / J ,,, y}Ft: tkI ,}'' fJ p I { ._--_`- ... _. d I 4 { i ''' ,.» -. _. zµ -. %-... _. 0.^•_ ,,.,.� \ .».._ _.__ ,-Y -_ `�f -a, ^{ f ''S S 1 '€i F.^ lfi f !if t s q ^. _..._._.,,.___^_-._____ �__ .__ '� ,.a / ..a,�.s.,. �; `t. 4t tt / I I 1 € € f i t __ __ - '""`- ``�'�. - *" - `LIMITS OF `1 t ' f° P 't _ /' I µb -_ 0 TU _ _ ~- `` RBAN ___ �w--``.` "�. '�--.,.'``� 1k -I,--- CE � N~y� �#` tt 'e 't � dx ' € i i rld jJ ft fi i `t ,. _ ... _.,.__ ._..,.//.... ��`-. - ".\. � .. _1-____Z_________ ... � .,✓ `_rF it tt `t I 1 # f 1 1 ! F JF { a _____- _ _ _ _ "_'^`'^^- 0. `^^ _,_.,- ',F i \ +, f i 4 I f t / 11 t .q w '""� 1 _.._ - / ,�-"" /.° t `'tt `•, � { t i i tf f r: J 1 P 11 t® } i 1 ", I 1 .// } t ,Yt `-� i i {t i IF d I i # ; "I I,✓wftv..*ft _. - S t t t ''i I d i t 3 ' I S t i � �✓",�✓ f { t' .� tt t, , 1 } t I i fI I ff _� _� ._ .._ i ! 1 SY } ,I 1 f F 6 I" ,./"".- ~" v t, \ 1 }{ F 1 t 1 I I 1 I { i i I e t e t # € � 171 1 j I I � Ir> 1 -. .e' }Nr `'hy ai 1 \ t `{t 1 t t € I3 3 i i eh ': ,k `t ` t { ,I E 'E 1 �--^^ .,j I `t t, \ }t F i i { 'i � rJ 6 P I , 3 } I 4 t I I i I 7"` 1 1 r 1 '\�` 0¢ E 4 4 , / i ! 1 V k t i { I i 7 S t` t , '' ! t 3 / i i S t V 11 i 1 I I I { i 1 `, 1 °`, '1 kat t <t 3 S 1 i ! '} ' { I I t i 7 f ff 1r I t t �t e tt `h4 4 F1 t} i 1 I E € it ' 4 } ,� i{ 1 I P 7 i !i t` \ t \ t ® } 4 i € { t 1 I I i { # f d }r I ; 1 i1 '`I *•.•'. t t} 4 k ; ti {I# i ; t ' t I I 1 i i a ! t f rt 'e tt '•t i 1 } 1 !; 1 r i t 4y d } { ! S ( P i f I P I t 1 t 3 •t it .} t +t t1.n��, '•h d �4Y^} < $,¢ I i S i j Ijj i f t ( B r b °+,''y 41 t t \ \ I ! � h ` °" V3 I 1 '"1'd I# !'- rt f` j f` i7 fP 3}k \ ', A`'t \"+ � t` I i t ti kt i C;. 'a C-p� f tt it if Ii If ft it ,'' NF \4 ,\ `t4 'i k'i F / t t t o4v 7 f , 1 I t I i f t ro``., `4 \ \y \ J ! i I I ! } i I ! _� # I i 'i ! f I f t l `., �ro .a / I I I lh \I `t 1k { i { € 'yam a! Ifr / 11 r II Jt t ¢t % \4 •,ti a\'anwxvmm 3 d i h {I x. I i i I I 0 P` 1i tt f tt ff t , t ! y I t t t 't i 4 { I I I 1 f 1 t 4` .4 • ¢. I I I ii tt t1 { S I I i a 7'1 r� 1 t1' rf Ip }: t �3 ,,`, i 1 t 3'i t } , I i i i I ,! I 1 / 1 i r 1}t 1 ! i k S f I i r , i i t \F q 't 1 4 7 I t f 1 t 1 f 1 i i 1 t { I t 1 ! r {} 1 I f (1 1 1 I i ! 't } 'k t t # i I 11, t 1 1 t" i I d �'I _ § s t d,i € f € 1 I 1 t ! �,1 i a ! t t ., p I _ ____ MEMO= / i I S 1 1 r e.2', t t t r P i a 11 n t wr / i F ! i s 1 Ir 7 , yf// --..- /.' ____.-.__....a..., ... .d.»- ... _. _„_ _ .� r/,+. � + r ti 7 11 _\ 11 j 1t T Own"/r J` t` a I'' ..r ! e' f t Ir 11 1•J*°q rt i'r r }f it ,./ f 1._.....__.....___.._'"'_-....,._,... _. _.._. .> i 1 / 1 I i i 1 j f Q/✓ F' }j Irf _,.r' Jf tf fY j r F t t t a ., tr re F �_ ___-__... ,_.._._— f % e I f tf t` / f` I t 1t I 11 // --'_-- f1 // ,.� .� ____,__1 ^-„`^.` i t f B 1 / d -'" i i Jt f f i f �J/( f If II t{ r/ it S PF✓ .✓ `�._� -^^"'^ ,J 1 I1 j II i` rr ft .9S It rt` } it _ ___ __ I`'�'�., I ,`1 itfY /`' �,„„._. ...,.___-_ _.._____ �""`-`_ __.,.__.-- _...__--._ _.�.-- ..�...,.,, roT'ti K`i 1 It ✓ P•-^ .� ..,. -- .. _._ w. ___._ ti ~'¢ t Dt3f tf` 1}t }d it +`�'v I< tI tdtf I 1 `li., 11 ✓ � i .___._-__._.___._..___ ___._______.__ _.____- `'^•,`�, , _ _ w N _ __._._ _�, � 6 �' 1 _.m........_ \ '1 tp '3 4 f' Y ~�� , i tI f II a" 1 f II �1 t I / ___..__.____.____.___-_-_____ '`ti I I m i 7 ! flo r r 1 } / ' t 't , i I `` ) r .,..»r"".. r--'- _.__----•-'m'._- -..__.-. _. _._ _ a t } I } tI ?I I 11 I t } I art'- ! i P I , ~..--^ I t I t f cjy I II ( I r ^v3r i I fi i I j r i Y r w - V I II ! 1 f 1 r i _' ""-' I t i fi 9 ! 3 I I,da d-•_- Y --' .� __\....__ __._.___.._,_____,.._-.. t F f % 1! _.N' f. f "-'--,.._. ..,,m__-.»_"" _"'"`_.__-.-."-- € { I ; 1 ! C I ! _ .��.... `"• "a) f1 t€ 1 1 of If _____:-.-- _____-__._._______�_ — o' t I -- If,, I ,, I 6ii� ✓ # f i I ` _� f i ` f I f f ' f _,^..-,_` __...-._-..-..___a / t 1 1 3 7 i i I I- r' -� d B r ... t Bd !` 71 �) t r / ' I �, _. .t .� J 1 f 1 F it P � #6 1P /�" ^^"". it f` f f € 11 B a^ F- w/ r t 1 A a f jjj } f + t d B/ ' ,/ `"_ s // JI t i i �'# d 1 7 1 { 1 /„ ..-'-'' ..,,,,.f _.__...__.___.. -,__ J it 1 If �. II II I ! I i 1� 11 1 f 1 �_ _-. ,........ .-. -.,• /F rp I/ 112l,/ ....-b /—/ r g` rr 11 f rI II i t I f rv�„�,...,.,.. .. _ -..__ ,__.___.__..,.-....__..__._____-",__-..._._-'--_--v.._.....__._-----.- r` Ir it t ! f i 3 F F 3 I r 3 1 f 7 4 £` * I 1 ` t r t rrf ? F< i // d ! r ! 1 1 7 4s,1 t f 1 -. _.___.__._____ t t d } 1 t 1 7 3 f t I / „."' ✓ / / / f / ! f + P (�} i&1 ��P f _ .__.' _ -.._ ___.....,.. ,...___.._... _.__........___ `,. t t d / I 1 it \ •.i f t } t r` /J r' I' f/ ,f' /! Fr // F II i! fl r i i '}I3 C�'} `"s $%d jj/ r<"rY'__.__'_.___ _.»___`._"^,, f ! f 7 I }r I 1 g t' t)g )) II I' I` I /JF //✓ //• P/ ° , ,// �y d/ 11 Il+' }I 1 1�1 Ddu rC;a .� .�..f � �_ _,..... --®._. ,_,_ w.-_. _ _..._____--.___....._._.__'__.... ._,�9.f!�._.._..,h.,..._..__�a 1 1 f I 73 I p :\J f a 7 1 1 / '` f// I.,/ l N t t f f 1 1 t,4 r� ,....4 �- l '_ -n._._. _. ---._ ...-...-...._ f t i r/ / p - _-.._._._Is�_ _..- -_- -,� f t I VV I ji 3 I , f/F / /I / ,,/ ,/ / fl Jl 3f rft tI fIl If„L 11' '>J%'t/ems --` I ~.-.-^"~ ”" e�.___.........-,.._..._..____.__.-.._,......._._.__... ... ._.___"___....._- m. Ir{ ti tP I / / / JJ f / % i 7,'p Y LIMITS OF-- - _ _ _ _ 7 ._._._, r Aa F r r ' s _ ,_ _,___ __ _ �j {' 1 r tb 7 J fr % ka / , I /' 'P I t p i' 7.44 ,•DISTURBANCE _.___ ____.__w______ ___._____._____._________.__..___-._._-._____.____� _ , i t CJ J f J` J - - _ ___ _.... i II 7 ``� i ( t a / !/ J/ / J"' ^/ .•r' x / /// F/ rt /' Fr ,` fr t fP a f 11 ,-s - ,.. _-. _„._ '} I I l 1 } I 1 ` !lj r' C/r /y J< J`/ rr r'' F r/ V f1 ft 1 !' pr 11 f _.,..„71 % ?F '" ..,_.___-___...._______..-___..._____........... .._....__..._,____. _./------------ -'ri'----....__a-..,.--_-._ 1f ri ✓ o -'-1 t r,A / . ✓ Nrr//// / ' rl' '1f._ _ ._ ryjjf�jj(r w --t1 \ J / b ✓ J/ F T P t P / -, __ _�---,----.-----,------,--------.-- ^_. __ _ ._!�\ B11 t+j ! ti d .4B 6 � r /F / J/ I/ /.,+ .f ✓ ✓ e s P f 1 r 1 1} ;., //� r _..m _.x �-_.__..e._, f I A�,h� / / ,�5� I"l ^ / s j,// F / t / 7 f1, I I ! pot batt V / F/f , r` / /rF '/ f F/r /f !r 11 pilrt/ 1 tYr r ,R'��r` .._---_ _ _� "�""--_ _. -_, a _ <_.,e__- M }\ i , 1 r r f/ r /I ✓/ ✓/ ,/y/ / / ✓ r' fr Ir ff f 1 1 t ",� '.I „.y ..�^..4;ta,,,--__'--- �' I i 1 ,' t t 1 , F / /'' ,, J / J/ d f ` l 1 1! { jit r G+` it I I } 1 FJ /J/ fJ ! /' fr' f/ J•/ Rp�.p j ✓ F' / 1 1 f F f F / _ �oe-_ I Q a }` B I / , / , / /� / r/ ., IJ >°' , ,f p I t yF...--- _ 4 _. _...._,.. _.... _` '-^-w2 ryF-' _ _ w } ` • t a I f i / f / 1 f F % / I' ✓ < ! /r r f j t .. /. z+` ..... %Z'"Av '- -� -. I ,1 i 1' 7 ) f IB I i ! /t/ J< / J' /' ✓, / /J /J /,/�/f// /' ,' ¢/ /t /t fP 1 .- p -- h. -�., , . I I rl P / /f F /' J` I--,' �,, r / I 1 q I V ] ! 1 1 / , r I ✓✓✓ F > ✓ , I 4 ✓` f e 1 p P � ,..... _.... _._ h E Jro..,..._.,, -„ry a I / 1 IB / / , /, / f/ /, z / g, ! ,:C ?` / i t r` I} . ,// / ,// r r I// ✓ / " r'` F , ` / /' i` . f' / J' Jp r --''"-'' µ - ___._._ _.. 30 ry 15-..i.zr___ ,Q____ 30 ROAD B SCALE: 1 "z 30' 1' = 30' is%15\V152000tDRAWINGS}PLAN SETS\ROAD IMPROVEMENT PLAMV752000DP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17@1:49PM LAST SAVED BY; EVAN. NEWMAN I P�- �:4 F � � � �: r_' I- � o P4 � E ry �-,, Z � > az �I CLLI<0 P4lI- �1 �,• (pD'� J 0 Li LL 1-4 44 o`_�wg! apPQI_ Q u Q YI0 o PA ;�4upl ff (n„] w c F, ” N ' , -, moi`', � �, C_' � �, z ,7 w n ¢ z Q o c Fa ¢ Q - , i1<-= 52z4 NLL ��� �zLn - ,U' Z e ~lJow zz> ¢ 5!M¢vWizlO11�CEx�O z-.m�z=v ttiXu =z--I1--�z I` c Q 0 �T WOW¢OOLu E �� -JcnX CO U) Z of �h �*�4e"O'* _U P4� �� -l00 z _� pq 4 ire is P4 P, Y v � 0 O Q `xu �_, iY r Q W >-2 2 0¢zQ�z}z 9> Ck2 LLI Z�JD - 'X}d -- z Oz o c w}w¢ E4 ,,,�, c wow o z w -wzzaq 1,*�, pqwjj - S - `� _ U - m REVISIONS REV DATE COMMENT BY ( I ___ — i KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. 41 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 "=30' CAD I.D.: DPO PROJECT: ' ROAD PLAN FOIA POLO GROUNDS ROAD D AND BROOKHILL SECTION I 1,0CATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA Mt. a ._ . .._ r K ' 28 BLACKWELL PARK LANE, SUiTE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com m IV DANIEL R. HINES P .p Lic. No. 043176 , ' 1 7/31/17' 1 11 �9%I���Y� SHEET TITLE: EXISTING CONDITIONS AND I l DEMOLITION EMI LITIOl\ PLAN I I SHEET NUMBER: 0-203 I E i i I 6HAHL� J H HAUGH � } _ E.J. OGLESSY JR.f TRUSTEEA ki i t S \ yti � r tj f !4 St DS 480/339 a• ;I; rJ € � Now `s y 54 ��✓ i r E � 7 ttwmwwgm t S wAmmm 11 • 'i kt I7 Isr rI. .ftftysr,JR t gg y 1 t I I € t f s. I § t �� r `�, fit_, +�.�; �r� � �� ✓ i f 6 9 d 41 sok Y i t 3 1 t ( •O t i i t I i j li f t It 41 t is 4 I ii tD .'•^ ._._.__.._,,.. ___-___ _440— ---------------- i s f ; .l „`"'-...,,t `•^„'_ 4• '„_,i ,`<3 ,t\ -------- _.-..._..__---_-._e_.._.---__-_"-_�±d __........... .... .........__"___. __...,__-- .,,,, rn __ ,p�1 y�^a-a, ..-....e..-' {Y `\ ittt `t x`t4 tF/t •-y; ` /'� >,_..._--<.-.....rr_-r..-,,,_. 'Y✓:J""--"""-_ ._..._._ ;'".moi _".* -",_ ,,..,. ... X "' _._ -.. -__ _-__ _-_'_'__..-._. _. _.,.. _....w_ `i >t t'+S t .-_ �.•.45Lr t€ -_--4J > \ 4 =i tit Jr s Mftftft r LIMITS OF _ __..___..-__-_____- i LIMITS OF7,_ DIS_TURBANCE _---__- ______-____ I J i qb DISTURBANCE dpi "rr Ryi n.- - s .. - __ _ >�p E aa��> _ �., .___.._.._....,_._..._,.. rr ROAD B NOTES: i f 1. EXISTING CONDITIONS SHOWN ARE A COMBINATION OF A FIELD VERIFIED SURVEY, LAST UPDATED BY ROUDABUSH GALE AND ASSOCIATES ON 3 15 75; 0 i 30, OCTOBER 18, 2016, AND THE PROPOSED WPO PLAN FOR SECTION 1 BLOCK 4 ; -- OF THE DEVELOPMENT (WP020170037). 1 °'= 30' l i i V S ai t 1 ?; ,i t+, r/ ry*w _..__.. _ t'`..^ t'e4 `t tt 1 � rdf l ,� 3 _ •,'` ;•..1t ^'`^. 11 It i 777 ' i IE 1 1 l "--"'----. i•t t t 4N, 'Y 'i r .� '`•.� r"" � r'y I b f ay ° w � -, , � .,.'."."• ° . 1 t 1,'i. V i 7 1 ( <. " ^ _ �..'a § I w a i ? , a"'� '""""""`' Nom.• � ty � r"'s,, i � \ € , it k i 1 t '` f �., tt t 1 1 t "• - +.a� ''t ``,, �*, 4+ q` ,,,, _.... __.__.___ __---..-.—.._-- -__—._ NOT APPROVED FOR 'i i t ` �' �,., ,'`'` t •,'` 4•t � i j fi t t td f,c CONSTRUCT ION / e I I 4 i i i .✓ __."_p t S : # t k# ? ✓ �-_ '.'�. � . t LE �{ i i tt tit �'t rr � rr , ,�'` PROJECT O.: V15 DRAWN $Y EEN E -_-___-____ Irv+^ CHECKED BY: RTY ii I ��� t 1§ � § tl ,f /r tl •`t'^� t �t It � € E i �'t 1 y ii { f; rr DATE: 7/31/17 { 1 I � # ii ` '; � �'� _. _ + `t � i i s? b? i e i € _ .. ti y ii ! r r ``"• w _ _ : SCA 30 i t .`a!-.-____-- -_-- ____-___ CAD 1. D.: DP0 111 v-}^ i t, 1P i i 1 § t 'a 1 E S Y r P3 f i # „-•__-_"__'__-^. - � d 7 I i € E € # € drs`• ` `'\ F �j PROJECT: �Od�� r i t �l I � ✓' Jr `" ' 3 I 7 r 7 r it t t f i € E € t !1 ��`r t 1f _S' Si f i i r ( F"''la ' a "Jp s�..w^•^_- rJ ,f) rff tr{ rrf fFF frr iJ P 9tldrr m_.,........_ { 1E ! ( E ! I E ff f°y_,.._,_.___,....__-_..__.__.____-_,...___._.___...-,_<._..___....._._______.___.....___.____.__. ___....___._______._____,., '�4 \\t�A. lS 1 ft t t i t f { ✓ f r P ! f ' C � -f fA ^"--•"'-" -^-.' `- »� € i E f i E 1 r rt y`^'v t l t 4 t IMPROVEMENT if ! °°' r,.r ,^i d J / f t rr f f f i ,,'(�' -..._.----'--_N..__.. f ! d/r df ! rf tf 1t p` i' i i ."-- f �..• __ /t E F E °•t 1 I ti 1 i I r 1 7 i 1 1 ti it tf v r' _ -` a `- _ € € ; ' _ --14.•'/'' ,,a` It ff fe rIt j r> rd Tf zpr � ftr t ••. •" ", ;d''� p� •. ``^.�-------------------------------- if _.___-_.____...--_. ____,..,_-.___.P__ r7 E E E ! i i E f��_._-._.__.____...,.._-_.__,__._,____-_,__.__"._____._.__.,<.__.__._. ____. _...._.__.__.... _-____. iS ti t'i i fit 1 /t - FLAN d f i r t / r" rs,'r"" P „r r j •�a®._.__-_-__.__-._...-.__-_._,-.__.__-.....___._-____._.___---------------------------F�'+�T� l., E !f, ,§ `j t [ ! f f rd #t ,r,! ��� � 1 E I E E F € € � ! f d.tiy, 44�1t t, � € y E i1 i FOR ii r I t ii i 1 3 t rr r' t tl f d tf !t r ! "`""'--"_"_.-_--._-------" w ^` `"`"^ v_ rj 3 E i ®r' � i € � 1 4 i ) i S € f ! i E i € d � e t 1 9 i { # i i l tt Si i € ffl /f t •'fd ! rl' 0 Ir rif fIr rJe dJt .,.�..._._. _.__-_- ..�.-.---•-'^'..•'r f 4*�.._________„'___.... _. _-_" rsp I } E POLO GROUNDS •✓' - k , t r ! t P r f t y ✓ r"r" ^-__.._._.____-..__,,, _..__.,.__.__""___"' ? r r I ! d J __. _____. _......_-_,., r rr„a'"� �`^^~ ~A _, _.._._________..-. + TROAD I�\,YI Jqs E i E i ND LIMITS OF r„ 1 i i ttb / r tr t t fp .....__»...__�.___......_., ,1 _.. _. „^ „___._. _.w__.,. ......,_.__ I BOHLER ..,__._-..__..._,_,_._.__-,.__,.._._»-._._. _.___..-__._..._-., _._.., _---------- if __'__,,,._ ! f t € 1 E E fi } } ° # € j# spy /\ CE r ._ , , DiSTURBAN / > 1 BROOKH1LL r° a `' ------------------------------- ------------- _,.-_..,_-____.__.___.,.._________.__.__._____..-_. ��•. / f �a ;• ,,' < r t € E , i 1i l Et i �-,.."' b SECTION :l { rLOCATIONOF S1� ar r an' r r rff t .- rrit r t ii .�..__._....-----------------------------------------------/ F 1 1 ;ttt tit\ ,___.. �"•`-_. 1 I r . a I ,f f.._ _ LIMITS OF - I PROP.SAWCUT I I J� d' ` -__._ __._____.__________________DISTURBANCE__ ____-'"' '` ______________.__ _______..__ d'r ROUTE 29 BEMINOLE T _________ _____ RD » I t "� ,✓r`�� rP " -E 1 `� !�____ RAIL / r rr E " r t �t , ,, ., \ , r � ,. ,.r ,, °• `� ANI] ► i STATE ROUTE 643 i / o ' -- -" _ __.__ __ -__ .___ POLO GROUNDS ROAD P r - - __.___-.___..._____.__.___.____ r ' -- - ti i > 1 ---_.__.._..-,...--._ P f r.,--,` t 1 ,t !, t, __".______., -.n....___....__..-.._._._...._ __"-'_.__.._>.. _. _.. ,_,_ _____�, .m__.,_._ �._____. .,._._._..,,,. - ... ,_...,.____ _ ___-___-______--_ ___...________ ._...__._______.____. _ ALBEMARLE A �. � ---- ,°'A -` ''� �` CHARLOTTESVILLE _ ry -------------------------------------- ._ _____ ._________ /"COUNTY, P r s" dµ s r a .f I f f• ."" J Imo' j�� J /f .... ___""__ x ------------- i 4 / ---_ -- --- __-_ m - ENGINEERING I i f " , 28 BLACKWELL PARK LANE, SUITE 201 e f F .. ORNEWAY 7 WARRENTON, VIRGINIA 20186 (TBR) �'���.,�hA � i rrP tis Phone: (540) 349-4500 l I I y > , Fax: (540)349-0321 r r �k f j I I EX. S1DEl3'ALK °f + VA@BohlerEng.com P� > F o I U2 Z ❑ �j � z 2 J LL ¢ � O� < J co w oa " P4 a o r-1 y � Lu o ❑ Z Q o S � !G1 d6_2 ZQ �o ( ZU �CVZ �o �Z Z� o�w > W O Q w w J m m 4a - xxm�x=< z a J d � z UIQ z o w ti ¢ o Qw 0 U Q a o uj > a } W Q Q}z>-z �> !N2 Z J mac' `i Y Lt1 o Q w O D U w � } ❑ zow �CL LIJ 0 LLA Uj Lu a: Z mZZZil F-1 p m b � CA2 REVISIONS REV DATE COMMENT BY (TBR) CURBr' XLTH AND GUTTER i R.O. W TO � E (TBR) BE VACATED j r'• it E ., _'-_ E, ,t ' i I••""'� � I � I r i 3 t7 Pp f` f f Ai f R. DANIEL RJHINES �> , � 1y T��1 Lic. No, 043176 � it (r.,. �I � i � i i � f• ! 7i it �Att °If yt °f �,. Iii L) ` ' 7/31117 GV t` r 4� '1 I I i £ i i tf df r Ir tti riff -,AL ONAL t t Is 3 r t _ jrF S5 f i r f , 1 r -arEE� fasmom 77 } a �. ,. _. �- _ i i i i i - i LIMITS OF -- DISTURBANCE-------- LIMITS OF1 i DIST URBANCEE ----------- 1 r ft / t t i( t f b P t t r f D A i i t # 1 i 1 t f i t } l i �, t t 3 / -e. .. , '. .. , f :. ... r ,.• ., ..ice,.... , , . , „„ , , r, rr ,_,,, ,,,,,,,,,,,,,,,, , mag" S,..y,...,,,3f3.-; . ,Ls_y ✓. { , 1. . r. r''L. , „i,,.r. G-. ,, �i.... SS ., as •. i .. tSSL ua.. ,f f,.L... 4 1 3 r r , , . rl , .... .. _.., ....ns,../ is-. „t. L .,f .,..,.,.. , , .; - - ... .. Y3.......3.. 3.,, „-...�.-Y. s i i _ ., .dY,s l.. ,, : SSSS,...,yy,.,,✓, .s ,L,r,4: ., , ,, I 1 # ,If -. 4 : s s :... �' t h c s s s 1.. ,r,•t ,..,�y , L... r ..f ->„. :, f,f ..., fn ,, d,E..... s. .,.SLS SS..,.,.,. ,,, SS, .. +. t../ S' s✓,,., ,,,,,,, S t.. -. .. , s ......,,,., .✓.3.,✓.,e„s, [S SSSLS„ .. .;..L• .r„ ., ...r. ...-....., f. f .'. .fff ff.L, tt ..�„ .,,,f C. S. RNRE , t tS.........., .. ,.if S ...,.vii„ , ,.,,..> ....... ... r,.,. v.r.�r,Id ,tL3 .�..sr, sli S1�f�., ,.s. s.s .,.. ,�,ss,.,..,.,.rr�,t s, ,.fa,r;f¢s. ROAD A SCALE: 1"= 30' H: 115W1520001DRAVVINGS\PLAN SETS\ROAD IMPROVEMENT PLANWI52000DP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:49 PM LAST SAVED BY: EVAN.NEWMAN 30 15 7.5 0 30 1 "= 30' A -14I. /Q? laa &P- ----------- If ----------- J <: "i w I If v , If I 3 -Ij t ---------- --- ----------- 0 ""N '�7 12 - hl ------------------ j V; It I J90 If It it if V6 I/X It --------------------- If x I x ---------- ji It it It '10) 1: 1; It y� N Iv "/x it f if if -n� t zz - - - k -7i7- --7 g 1 t X lit tt'', 0� i, lit V, IMITS OF if Lot it It it -------- -- STURBANCE 'NI\�Iltli it I if (Ile It i I v, tj it jj" if If f � Nk"! I N It i It if 1 41 1, If It f tf I, k I f, lit it ------------- 'If Y, It 'p It ®R j flift, it 11 li 'y If tl 116" fit if 4, M\, I if lit I fill /b I If m i 'zz6f AY, It h"ll" If, b If flit t if if "16 lb T � ------ v N- it LLj (< P,� 'If 70- 0 g 7- < LLj ca > c� (1) �L. - J� z z > < IZ LLI z �m- F: 1 'If 5) '.: I- , Q� Z Lu - < 0 0 LLI 0 CO (1) Z 4 16, P, 21 I. - z Di < Z �LLL" Lu 0 Of rl� uj - LIJ 0 1 �u 0 < U) 5 =� 0 LLI uj I-- 5 z m z z z a - P4 �D it 14 REVISTiONS REV DATE COMMENT BY it I I'll j it if J z it I i I f/ It if fit 1 'It I, it If tm, "it 'jill fit 01 V6 ".Z �4, It lit it I lit t I , I i ,, 1,, �� I I I Ill t X, If X", If I if It, zz - it l!/ 11 1 - fit, it f If it t IN, tiff ", I I , NOT APPROVED FOR M v;,, A 11j011 V I I, " -,1; /0 � I I I , It l'i I hil 1 i "xx/,/x fit I I CONSTRUCTION lit I if P i,71,ii I y fill t k, if If fill PROJECT No.: V1 52000 Xi t 11 1 if I /it I'l I I ki"till"i illi "I"ib, i DRAWN BY: EEN ifi it I "17;1 11 CHECKED BY: RTY DATE: 7131/17 -4 -7 - SCALE: =30' ai "'p, lit "It r /-Z-11 WWI k CAD I.D.: Oso fit �i, if li If "P, V WWI I f �j _it 'It I ILI/ A It I W�f, ! i /I it; I, it If k, hI116"i Wit zz t� If 1 1/1, x if A� 14 % ------ It If l" tt i%l 'Will it, 4� All lit Ll x "V ------ DISTURbAl— y \'T, i 39W,0 - X: Z -------- -jr771 Z�- Z�� --I `/ , " -- - - I I ilu kimi u IN v 0 HUI AD D I A I r -j JKki u 1 jr, u1j rV) % "Idy IV -61(3N 6VELU Jb NVII PRUP. UF z J, it I if it - --- - - - - - - if It -------- it - - - - - - - - - - - -- - - - - - - - - - -- - - - - - -------------------------- 5 wo 4v H \1 5\VI 520WDRAWINGS\P1-AN SETS�ROAD IMPROVEMENT PLANtV I 520000SO, DWG PRINTED BY EVAN.NEWMAN 7.31.17 9 1 49 PM LAST SAVED BY EVAN N EWMAN ---------- J, if It f�9 N Z/ I It I 'A 40� IA 150 75 37.5 0 150 1"=150' PROJECT: ROAD IMPROVEMENT PLAN FOR POLOGROUNDS ROADAND BRO10KHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA .TH 1, 1; 0 -bANIEL R. HINES 5� Lic. No. 043176 5p 7/31/17 NAL SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-300 • ! ' d (/ // s^'.. j -�:.- i i s 4 a1 Y '',� 't ,�i ,l \� 4 �` ,t \ // ! / I Y s} M1S k ! k t F € ! 9 I € k f 1 P f f { �l '''1 * y l 1, \ i \ y k 'S M1yy 't `t ♦ 1 'y / J 0 LIM -� tJ d1d ! ✓ �� rs,° > ," k\ DISTURBANCE 10i s l s rJ , •, `�, ,.. t t l i k \\\ k } ` 111' t '+', \ \ t ' , '�P �p//'/ ! ` h €r i kt t \ , , P ddl f ' ,.} t •r ! �'�� ��°�,� �`.,, � „.__. _.- -_._ � s' tl 4! i � tt t4 kt � '`.\ ! S t °k! It toy }} 1 t ._'� lIf" .+" ° / � \ � 1 Et �R t i \ t ky t, :' t{ !. , f: tl I k k t v'', q i i t 1�, "i � `^y ✓ i' 4 S J ti i 1 . ti t � t_._____, t I I , 9 i Pf 3 tt � �°�l `.,,ti--...._-..�-.-._._.� A._w.._.__. _.. _.___..-... _ }1 # l i 1 t '1 1 4^y 'Vk O t � ,t y "tee., ,,,.�'� / � •'4 i f t � k ti }l e _,--- d { p i y � � � _ t 1 ,,, J 1 S { # S 3 s t i 4 „. *, '" ` ^'. f• t �r.;: ..�yA '^.,�` `�`""^-__.,..,,. ._ ..- _ - .... _........._...-_.__._ .,,-...... ,,,, ., J F ' 'k ,\ S § �t 1 k 1 4 l i t � � 'L \ "�''� ..... d _... ---_- Tcp JJJjJ �, 1 3 1 tt r # _ 1 1 10+00.00 POLO GROUNDS ROAD -------------- E _ Z INVERTED RETAINING. t 1609+51.35SEMINOLETRAILROAD ---- - -__.-. -�- __ - - --- ;` f ; LIMITS OF WALL AND CULVERT ; DISTURBANCE { i _. w __. __ e%y 1�B , ,' HEAD WALL SYSTEM , r` a ° ''` ;�< - , 's € f' , / u �,Y R�4 ----------- `TM _.,,._ __, _'._____..,._ f \ t d 4 d ✓ .1/r ; 4 r -., � l� 7 _______ _._ PM tt k it } t s - s t f` t' s _--^�-' "� s•�.r r,?�_-"" �' �„y�•y�..�^ ! i F 1 + K'w---_.__ 35 � � , !� _ / ;� r .� � . --- __ m.__ .. �— � w_ { .' 356 ,�,,. ,� � 35�r�� • �^-" ."�_' .�- .. � - _.� 4� 1 W - 3636 � 19+0fl' B11+pp 10+00.00V152000- Road 20+68.53V152000 -Polo Grounds Road UN 1 d -s 6' ' !k 4 ?°es �'.A:s ' :a'� �..,.✓ r "t'nc^ �K P4 Vit_'` a ;r:..z.:.*.' :.n...,. .. = t I- t p.. J .vim --='� i,� ,„,..,,.,,_,.-a.^"" - } ,_.s =-' --"•^" OH 3ANCE p .• t�y_� _.- `3� s" -� _ . pkl a A p � ''--_- y� —�°° 1�--cel _ •"�" 1'f+q0 A--•�°°,�`�--~"" ��( _.�---�'" 14+ _ _ ._.. p - 13+00 OH LIMITS OF _ 0 - 16 -.� DISTURBANCE'" JJ r- ---- --------- ----_--_--- -_ _ - — _ 1Q7 - _ ( 15+Op w OH r®� - - pN N Ja r Pr'r r J` (j Jd rJ r rJ � ._.� - _. "_____ _....�._ .�_-� �_ r � -_-.. ':T.�F_.T _. "' -..__. ___-___.....�._ „• ,+� 36fl ��' o-,...`..`"".�^----' ""`"' "Q�`"`.......-•- _ . _- � � _ _•-_-.- ..._., r // > a rf ✓ Jr JJ t J fJy M__-____.___".____�.._.____._____._ __-_..., - - ~.��„wr., _- ._ ,.__-�.�.'"�_.� _ _..___..---- T-`-'---_ OF{'"`�_.----” r 1 _.�LO...-- f _mom _ �43 LIMITS OF _w_y - - - f"' oVv DISTURBANCE'" ?POP C'pp �p-J� Jl rd9 PJ 'd / Jd 1j' rd rP! d4 •"' ^_ -, �'',, _, ,» _ _ "`Y"'y� ` / f'P .. pfAY 2INVERTED ..2...,:I'N'rVERrT`E� D RETAINING RETAINING WALL `_-_ 'WALL AND CULVERT AND CULVERT HEAD HEAD --' ./ _.... ,.. M. . WALL SYSTEM it lr° a' f fd rd i Jr / rf 7 ! WALL SYSTEM -�'- _- „_-_ ..--'•'" -.-- f r di f�! 11 't f� f t t ♦ � f� r._ -- - :iA/i-"_` . •�, /f .___-_.........„..- ffffff M � j dd rd tJ tf J° Ff JP Pd r > '" Jd td r'° 50 25 12.5 0 50 11 I"= R .- 111 t 380 370 360 350 340 } k \ rs --- -- NOTES: 1. CONTRACTOR TO REFER TO SHEETS C-307 TO C-310 FOR A DETAILED UTILITY AND GRADING PLAN. 2. POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 35 MPH DESIGN SPEED. 3. ROAD A AND B ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 25 MPH. POLO GROUNDS JCLOAD SCALE: 1 "= 50 ' HORIZONTAL 1 "= 5' VERTICAL H:\151V152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLAN\V152000PR0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:52 PM LAST SAVED BY: EVAN.NEWMAN 380 370 360 350 340 rW 0 4d K z Tj z o o z U ¢C�—w zJ0� z W E-❑ J o �¢ � O co o a ¢ ❑Z�{{ ¢ U ISS aa,am }Z¢ =o LQJ ❑ (�Z oN � W B�zz> ow >LuOOwwgm wow ¢ O o w mV)zU ,. ti _ Y C P, p ❑ LU' s a rte-+ W Q�ZL-= r -r ZJ�¢YYL.)1 CD U- oa J ¢wzo°O�� ow n- wowww= aw D Z m Z Z Z a- o w �d o °' u`a REVISTONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: AS NOTED CAD I. D.: PRO PROJECT: ROAD IMPROVEMENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA .�y Lic. No. 043176 �. 7/31/17 ss"ONAL SHEET TITLE: ROAD PROFILE - POLO G' OU DS _ROAD SHEET NUMBER: C-301 -__ _ l r d/ � y / t f "-:\ I ..`S tom• ♦\ y,� �`` «I4yt \ •t \ - "�-. a\ ...._.^^"".. i✓ rJ if Ff - "",♦ � �a♦ '`+e ♦l c�' �1\ t! \i 4°..,L 1 l d d dy 44 .r✓t..=Sr'ffi^--m-----" _. f 41 f I 7Jt if 1 PJ t ill t t ♦ i"., i 1 1 41 ...._____._... _....._ ___ ,- -, -�, - _. ... _._ _ .� ' s / '`♦ \ ,_ - . ., `bt "1 S P> E i t t ! 4 } \ } 4 S 1 '- », ..... w ._ J i J J ♦a t .... t l try" '.d:l:. a t\ L ry'e i ! Jf i f f i � 4 ♦.."'^. ____-----'-"_"`. �'�'.` ^. / ! \ ♦ �.< t J 1 / , r J \� ---.-_.-____, 1 y °;�,� f 3 i J t f 7 7� �5 t��i J J _ \ 4 "b' \ ♦ � <,r r p l t' F ♦ r 7 f d t l '\ ♦ ''\ ,<._-�»_„_,...,- J J J ♦ , Y t \ \ -.,,,. I I f If J -- -tt t a _.._..__._.____. - ter` r �"*. : \\j ..` r.>'"' ✓r 1 -.,. �i ♦ F F 7 t 1 tl '� -a i - .. _. 1 f 1 �L �_ 3 `ry r r J ♦4 d P _ f l I. J>"j ] t P 7 'r. 1 ._....._ -,_ _.. -_. __.» J� d ''♦t � \ t 1 ^-...,---' ✓ f i' 1 i li ... x 1 4 'Y , 1„ �i O .,.h .n _ _ _....._ _..,. ,,..... _ __ _ _.._ _.,.. - _ .�._-- �...--"` "ry,..ry� t r p ! 't s t J r" ^• a '+a ... _ E t f t f r E~-.. 3 t \ `\ - J \ i \ J� F 't - t 1 v,/ \ `Q t; ! ___ i ! is 7 i ..... - !i [-p'^/pts - \ rye... L:LC!/Y� -......__„_____. _.._____,-„e _. -- _.__......._- ✓ i ♦ dg F 1 0 ~--»."'_.ems i ✓r'"r f } � j/1 i l -- - d 6 6 1 4 i P �> ♦ ._ 3 i 1 f i 'S \ ----_ •-- r 't E JJ i r 4 t 3 £ i i t r '} } 1 \ ..,.._ _...,,. ,.. -,7 -"«^.-_ 6✓ r I 1 1 1 �4 1 �l "Ar ! i 1 'r?f ^._..:- 1 .... _ f i 1 r` ! P t t i i t _ _ "-_"_ __-.._-"_.__..., ...__ -•_.m__--__._._ .r�6...... �,_... J , 1 J f e � 't t \ i ^\ 1 st f 7 E i ��g J i e ___ wn - / t "^. i 1 9 \ _ p ! ! t A•. a; ♦ �.` t 9�' 7 P f r t � 4 `0. `♦ _""___ - ,.® ,„ a _. '"'----'-----"'"'- '3''�-_>� _ t 4 t \ �_._`._ ,____.__ __'.__ ,tom t x� t I t I , c�. t J r ! f 11 `` r-' t t4 t �1 l "rr 9 fi 1 t l ._ ♦ i ------------------- LI ?.• t-,-,�^'".. .----------- ----------- ,. ,.. -. __-` ! f t ! fz p ,}�1 ♦ \ ♦'M .*., ____ .....m ._ __-___....,,._ _ _ "____._,....... ---,. .. ✓J / ✓ 1 1i �4 t 1 � 1 ; ._.,.__...__,,.._ .»._.... _... ,/' a s p ✓ F (,� e \ ,.. ` ai 3 £ r " 1 t i y ,``*. 1^, N -`-._, .... g`^� m -_ - 1 » LIMITS OF ry J'! 5 3 ♦ p JJ f w µ _ _. ISTURBANCE I __._ -- + 1 co / l” t . J" J ° J, - ^"""✓�' 1 ,-.. J F t I t "P^, �- "tom;-____ --.. "' - •�-d._.m,_ .._�� _., t r "^L t t •1 '�, l .. rAtdr "t l l S 1 `1 M1 t .__•__..___..,..._ _. _. ,,. _...,._.__._... r J J £ / /r slil, 1 E __' �- r 6' '" `'. '�` „"' - _-`_ "...,A r } 1 �. _ - /fft rr Jp �� ♦ 37 - I v 4 t f _. 3a----------------------------- _ _ a J .. II 37771Jd 1 t f tom;3 t' a8 FJ- 5 4 h:. .-t 0 r _ s z \ _ _, _ _ d , ` w. w r3 .,: _'- _ --.._. - _.._ _-- . • r -- ' _ _ _ �- _. _ - � -'" � � :. ' < ., .. , . rf^ a 37 v w \ , a \ ',, -----_ _._ ---�"' rr f �.O""_ __.» . „r'•" `$'' _, it t r .r- __ v�V_.�„-_I-nN d _ ,_-... ff�" ✓ r_3.soh`�eiyr-. f Nyi.p., 9^,�.0_.,.�`"` .'�--x-e��, . .r♦.. �,._,ti.r: � . 3gyp6,r - w_.. __ _- A__ N__ w E-F._m___ ._. - ___-.._-._ ..._. ._.._._ _ f 1 itt 'h t<'E >____ � --- LIMIT--------------------------------------------------- -- 60 R___-__-"_ _-_ _,_ n__--------------- ---------- '777""" __ _ _ .LIMITS OF 1002 ----------------------- __7 _ _____ s: tz r 2 s } a} Gf ri. %�.. #1 � !n m 3 6 2 }00 JGD � Q7 J 1 f r� 7 39( 38( 36( 35C 6r M 3 1 -c t - 1 c 1 to � r� •,��-�- ...-^^-”' _ t J i ` '^'•,..,..,, \ r f ~�"`>-g n } _ .r;1-",LK�'`;C,-`E`� ds t" �e`":a' r," : :3s > g . -',r�, t.,, 8_7t - ,r ✓ JI "LIMITS OFw ) ! e DISTURBANCE -- -�s�--yft_ u 3 „z, ..-^ M1!Q i M',, \� .m _._,__ % S r� s __.._____.___ 7 _ l♦T "j "`-. Z _ ""JJjji.-. f,,,.. �"` _,,�,�(� �� � ry' _ ^ -�»._ f � i \♦ (�`� �; � as' � __ _.., ^ _ _ - � Jai_".`._^.- ° ry -_ \ -. ♦ �-"�`-- 32+00 v� " " =_ _ ,,��yy({''"_, ._ fat ♦e -- Is j € ♦♦ ..�.. ,.r�' �,q� ."� ° bad rywn. _ ___.___ _._ T J(,�j-a... y °\°\`\,,`'., ,.,��._ ti4 33+00• �S( ._... fr~ l `ry.a _.Nrr i }����~ s r �'-�v84:xb:-,:f+-/ # et ♦\\ rf fn ''\ _ � y 7'—_ � %`_'-` _ /� Vf JSL \ 1 ♦ '+e � ��4--,.... 6y-`ay�_ OH oy oN r ♦ - t . V �p IMITS 'y J rz f ;t}l; ✓rr stJ t' _ ° ________-.. "^._. - '^<"' A' _ NOEF D( _. __•s -^-" _ ` ----------- ------------------ V"" fSTATE ROUTE 643 POLO GROUNDS ROAD »=--R M, r#,ry ,S y; r --------------- PROP. DESIGN SPEED 35 MPH------------- gii r I --------------- J4.�'___„._ ... ` NOTES: I 1. CONTRACTOR TO REFER TO SHEETS C-307 TO C-310 FOR A DETAILED UTILITY AND GRADING PLAN, 50 25 12.5 0 5C 2. POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 35 MPH DESIGN SPEED. 3. ROAD A AND B ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 25 MPH. 1 "= 50' 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 POLO GROk N I S ROAD SCALE: 1 "= 50 ' HORIZONTAL V= 5' VERTICAL H:N5WI52000\DRAWiNGS\PLAN SETSIROAD IMPROVEMENT PLAMV752000PR0.DWG PRINTED BY: EVAN.NEWNIAN 7.31.17 @ 1:53 PM LAST SAVED BY: EVAN.NEWMAN m r� �1 X �? c H z o � ow P4 zb zw31 `YF �z w pp'�� J 0 LL t WO�Q_-¢ gym. u� P-19 Q¢C,a �o � w C15 U� , 6 w o n W Z W C � z ¢ 0 Z Q Q o z = z LL, Lu ¢ � o -U - Z C7 Q 2 Ld Z Z j �H B, } w O O w w Q xxm�zzQ� o � -I_- m ®b x z z J z x z w o u¢ O O w o JVJCC mrgzU 7 � z Of 12- b �i C it a z o } i w r z z O o w a aw�rr ¢ ow n.w O ww w 2 a � i �ZO]ZZ f� z c z� �w �s n OF REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: AS NOTED CAD 1. D.: PRO PROJECT: ROAD IMPROVEMENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r -SHEET TITLE: ROAD PROFILE POLOGROUNDS OAA SHEET NUMBER '} 1 4 _ ! f 7 t d i l f 4 # E , t E jj S \+ l f s i / �' /' a✓! d t fr P f` 1r i ` '\ \ �y y __, ._ ^^ ! ! � { f t i f � 3 i ! � $7 f J ; 1 n .4 i i t P { � i � I � + i € � ( e \ �rr ✓' '�/ / 3 f 1 r f P C s,.✓. .\ `•h ^t t 1i ... ._ _. � ` f k S E 8 1 E d t d a t` t t i J # ! I ! 3 1 + ; I r ✓ '' / J 5 ✓''si' £ F 9 i t i ._. { I t > -._'^ ._ "' I f '" I /a e s J f a F J JI f 1 J ;:v.1 t t Y /✓/ f. ! I f .! i ki 4 i' l 4 E ,`�, (f }` 1 #? 1 { { } i 3 /l Frl I a'✓ / r{ 1 P 5 \ t i f 7 d i i l y B # #� t � t t ! 'cz 7 t i 1 •� +4,a x,_ 3 q � 1 f \ t ,� r' �r { / f ✓r r /f /: ;l f F { f1 f % e `tet � 'h hY i �,rs ✓ > 1 F d f { ( i i 1 i t ` I t � i f! ! 6666 # 1 } i ( # P f � i # ` � 1 i # f � � i `.'.\ // !!!"„ / # 1 rr✓, ✓ ✓ f x +f fP F J i f J f J ^'` '' } rA="_ r /{ v�• F t ! f # k �# , 1 d 1 J / 11 4 f i k 'h r� ✓fyA '� i / ! / 1 s f /` 1 f ./ 1 S 5 4k+1 ,- f '�' P t # ! t {( ! t i t i �! } E f f i P p ( t t i � y `, f' ✓' f f} f f f J//p/° 1 ! a���d i t i E � <., _...a ,.-" P f d 7 ! { f 1 E S 8 x' ! S E f E i 3 J f t E t � E r 9 � O 9 f t t� fr ; 1 1 t t. * fr�✓ r 1 r � ' f / I d a I/ a' i 1 J< P fr f/ Jd 1✓ t Jr / � rp t f i k{ # E �� _ ��,,.., d F f f t # 1 1 i i i i i E E� 1 g E P S P Y! t t f "-,� t E t p t S S 4 i d /r .> s • P % f ' t fI' / i 1 rJ f 1 6 f P t Grill 't 't i ! 9 i --.. ✓. �,,,__. jj "_... - Jf/ 1 .. ®✓r / t1 rf• f ) d j 1 ` i' 9 7 F 1 I J` P ` f i ! } _...._ ^y'`} ' !/ s frr .. W W > • ✓ f I 5 A ff if J if fP f� f P {a' Jj f 1 5 ! -� _-_r 1 ! 4 i i t } P _ _ s`� i ✓' f ! d t 4 -� t S t 1 '�``^^� .,"...'`.. .' / J i f f ! ! Y E ! d! � i f P f f i {' f 7 3 E � y { 1 't `tt 5# ✓' I /� f 1/✓r , W W P 1 7 a t F J I fr /z}: y 5 ,/ i 4!� i 5 tt i /() i i 5 "----- µ--"j(J P t # 3 i t t f i ! ...._ _ m ,.. ___ ._ "` f £ t f 3 t 5 4 y S b ; �,! s f' t f-I-s'tY. I s i, + !{ 1 i rf /Y ✓ fP f{# /fJrf P Pf r J J 1 f FI t F' f P d f IF ;x 3 6 3 ,: _.- jj+ 1 ! l i i �+ € 'i y f »r7; € i k `i 9 �'' / ✓ I i P ! f f d ; 1 pff P ! 1 4 '- --. ,.. f 4 1 S l s t t' P I >" �; t €( t ti F , ._....._ _ - n ,.. . _ _ _.--------- ----------------- - !f p #+ Y 7 £ j( E i E 1 q� 1/ jfr f f' Y ! i _ _ _._ - .....__. ---------"" ..,N.. _,-. /,✓f P { d'r Leh h�Jjjt � f 't..� ~�'' �} ..s. S � d'� 7 ! ! P E { E 3 ! t , f f f h1 / 4 k 1 ! 5 l ✓ /% rrt✓j ``✓ 1 f ✓ I tr ! f f f! 1 1 f d f i 1 f if 4 5 # i _.__.... _« ... _....._ __^- ._. ,,- .... _. ,.. � _ ar ",. t � f t 1 #/f I 7 � } f P �� F t 6 d d I t+ t �.�`' ✓`�\ ! f � r .l '\ i t 5 `'t i \{ � / ! ✓✓r✓ rls r*P✓ ✓f f✓ Ff✓✓f {' / J ! f , f P S' t P f ( / t !r t �' 1 A`.Y 4 E � .... _ _ _._-_........ _.._ --m_- ....,.. _. -_ �.^'' r �„""^-..,. F J/, f "i { d ! 4 f f + 7 # § 3 E t d 1 ft� t i :wpN , q 9 d +v�`; � `"\ t t I ' �` t // I / f✓ f P � rf ,- -.__. """`" - r /".^s<� 6 ,4k+�' P ! 1 d{ 'y 1 } E ! t } t ii { t 7 f ft/ } F S y i ,` \ ,,\ a w+ 1 '1 '1...--.._.._ ._.__.� - ,. / I/ / 1 t trr~✓' / r t d t f { t ; f 1 f fF ! t 7 _ ---- - -__- Y ,r �'�% t' £ 7 !3 E 4 t i I d { 9 f p F t ; v' -3f t f i.» , e 1 t _______.._ _. I✓ / r Y'� •'- � ... _.. ,........_ m '�� _'__` "^_ f 7 1 3 i 1 i 'y 't f 7 p f f ; ! { t t "+t, �• �` 'v \ t � 1 1 , ty ,_ _ ",r !/ If r ! f 1/ ! f P j/j P 1 t f 7 f t # }' _---___ « -- ._...__ _ -�-,. ---._ - a_ �,st t{ ,E 1 ! P 1 F "`.: ✓✓/ t e h \ o ✓ y" { r` P 1 J t f i t J 1 f + t D t t p1�1 1 _. -_. ! _. -- _ _-------------- - _ -,.-- _• < _ n ' '"_. "" - "' -_ t+ 7 1 V 4 E 1 t`k V { # .__.. _. .. -^_ „_ {1-1 ✓ ':> 'S 'i V ! ,// 6 f /✓ a f 1 d j 1• { 7 ( I jj _.... - -•. ___• .»._. - __-.--- ---------------- i t ! i { �ljJ f 'P: � 3 4 /` `tM1 � / ✓ d �''f, + 1 I 9 f t 6 f t J. -------------- .... _. ` -. _. ,,. .M r E i f q \ . ",r^ �\ } ✓ J d / �f d f C t 1r 1 d t f dr jjj }t 1 i � t 7 f - -• -.--_ _.__ «___ «_._ ..._ "' _- _---,_. 5 E .;i .,�-....__. ,.._ .,. _. __.... �.._ { ,/"' , t i t.s»'...t./Y_`S 'T,a �g, 't 4 ',1 e t /d >�✓A _ S 'i..,,_,.. --"'" ,''✓ / f 1 ! .'.� 1/1 d+ 1 d = td 1 t d d E } d ! ! # 3 t e t _ +t t S 5 `\ ✓ '~ t t -.`-----�.. j' ,f P r , u , t J f { t J ` f / 1 1 J 3 I -- .....-__ ... .4.m { � i .,yx ,.. -•- `__...___...__....... ...:___.. .•. / ) {'• } 1 { i i ! E # ! /� qE,: ::,$',, 1 'y _....____- t W `tet Y t ! t p t } 1 3 1 3 r.,; -, ._,___ _.__.._ F ^�G71 r ' ' J�- \, z^;^ _; ; ! E 1 _ a a/F y 1 ! i9 y" - W ♦ t t f j S Y # p "�. -^- -_ `-Y' __....__.....___.....,.. .,. -"_ 8 f! 7 1 t t d f F S i I 1 3 i '�l �t 1a. `\ 1 ,, 1 t t t f jj f f f d ... ..._ ..-.^""""_ ! „'_`Z`- S i 1 t `«_4`.'». ! '`;, h! \. 'a...✓ t 1 4 { i f .... _. .,. a "^t'-�„ `:-u 1y 4 / ,.^`� f d .?t,,; __-__ ............. .. •--_._„.._ ...__, __ ___.,..-_.__r.,.. „_..--�-- � f 1 `✓ "'. %mow f ,t A; _....._ _.__-_._......� _..._____.__.__"_____ _._ _..". Q 1 f € # i' ! t/ % ;'•; t S `\ \ 't # `i t P 7 # { a } ! d _" -.• _ ._ .. _--_._._.„ .... -m-....-- ... - _ r j I �,.^✓ +� 3 f '\ '�> a 0 1 L i1 r i t { ✓ fr , t^ � < y t t tr P d 1 s 1 1 _.___------- __. � __ _.e____ _—'-- ----- ___ --- --- _ :Sr�N1Ta4h7Y � ___._ - _, .._.� .,.,_..._.."'""'"""'" _ __ '',, r•"r i S4 3 f 342 :' t S,;pyj �j �-`t�- + % I f i . _ i:fEJL f i i f --... < «..,. __...-- _- a" ✓ ! Q �a 4 r✓r _ r > s w _. t a i a ti o t M --`--_�-___ ___ __ ~__ ✓�' ,' "<' I , ,%�; 340 \ 3 d E Zt \ E LI SOF W 344 ' 3 350 MIT ' `,� f f 1 1 ! t ....,., , ., ., _. ..._. _....._ -_.»_- -'-<. _. ^" ,, r r ,, ,-"....,� ''.•` _i -." ,� � � i E § 9 8J 1 Pr 7f1 1t f 7f p S5 t} 1 1, t't „..... r r r r •" > ", ✓ '. ,: 1 C` .-•i�., ..:.. `�._�. / .+rF > i { P t f, `53 4 ---_ _-.__.______- ---__ ..._ _ DISTURBANCE._-.. w _�,..._ _- � /r, ,,� �' ✓ is ;;'; a � . _ s.. � tt I t { t , O \t _ - - r ✓ f r r S � ` _' "- -.,_ _ - m "' ^' ^ ". -, _ . .,..,.. _ -.e._ ... ............a_ � __...____ _._,__._. ..._.___..._ ___.-._...,,.. _ _ _ ._ _. _ _. _.._ ._ _ ........ _.,-._... - - -,. ,._ - _ _ .. "' r' / , t. "^,.. t 352 """.'. ,` - \ `> � ✓ ~ � -"^.•. � r ^✓ f w t i I 1 f t 1 +` 1 f d i E f j t 1 _ -- - _. _ _- ___-___.__ 350----------------- F'q^�,� rrw_ Ln _ '-...._ _......+_•____________.__.____.____....__. _... .,. ._ _..-____. ✓N' y \ 'J k'= ._,,..,... .�."._ .�..,. .,..-. -__ c0 `+/`'4 -\ •• I F ��352 f� „r r w - ~ f•^_ ................._,_.._--.. _..._. _^....<,_.... --- .... ✓ r + .7 '+ l 7 i i .. _..__.__,.___,_-..___..._...moi ...__..�,..._,..__..„_.__.___. M ------- T . ,,._-. 6JC it,.�., y`z... _F ..-.,. �._.... „.... �_ _.___`.-_-`.- II -' .»-,..._...-. .----- -' f .., � _ ....--,.< , '.,. ... �, '< .:,� z^ <.a` . k.. �•; ;✓ E A # � t :. .+r< .+�'ea„F ,,, <. - .. __ ____-"._._—•"�_ '"-__. .�--•_.-.-- ..__.". w ,._ S t .. ...,¢ (.� i �. � ,../' i ? 7 # d' # { i 3 \ l t r, x .ti # . Y ,. .... n. ..,. ,;. a '" m t.. w:.., uJ , Yc✓ C ',+,. i } t '3 .,--, s.. .r... .. .•a++a.. -",.. Al fA..'. .�. 9 <. ..,. ... r, <. . , ..s. .b .5 < ., ., „e .q, A^S A'" I ^`mow.. 5:?'. . t .K:=?,?m�+ F nRn w•, kr.,< yi, r� o - Y> 41+00 42+00 -- F/ o- 352 �* a✓ /, Ir Y40+00 „ 4V' _ - - - ► lOn 1Q7 jJP _. '`.''' ; 35 - -,`� _ � ' _ _.� - --- _ - - ." .. _ - _ _ J¢j sY � _ - -" ._tom _____-_ _ _._ ___. -m----�'-�`-'-'-- - ------------_ _ _ _.__, � ?'r � .; 4 -_` d' l ✓ # t h ( E }} '•h t 'i 'i # t _ 0 4+00 4 r 3�r _ -_. _,___.__ _ t r' 'e. 6 `id,, w 1 , t 1 "• �`+ 't t E _ i r r Nay /' "- ..-.a m.. ,,. ... _._........ F_... .- .... _ .® �."....._..,.. '--" _. _ .,..- _ _'® - 34z'" ..- '.-"",- //r / ✓ t 9 ! � , t i ' '4, .. 340 �s� _ _ _ ...,-...,-_. '`y ' "'"-tea-' .. ,.. _ f � ~"` _ t 1' ,si _-"_--`-..._,...___-"`-'-"'_.__._,._` -- d •" } 5115. # tS� • \t t-----....�� t _a.,; _ ,,,,,,� jt .� 4 i'% d� ,°tt t, st +t, th 4t _-_.__ _.___'_____._.-__-_____..___ _.____`Wr __.✓/ +, �'%f '\ :t f ` �-."`�— + _ ___`- � �' rn t '' t*''`�, t't 'e =^-.L'%z�.....--:'�.',_ - F r39'`,t' q x OH- ®H—,�----- JJVJI% ------------------' ✓ _.. , ,\ t7 ®H -Ok= m _Q DJS��RBq 3&2- W � QH i �LIH c - — Q/{ '\ '✓✓ - _« y^Fq` ~ 4 `,.t\\ r ` �� ",�1 c�-� a t \ \ ✓ I Q/I-' -^. "�- n�0o� �" t `` '--•.� ��*'�~..,� �" `�� ~ Y _ `-.--__. ^- ______. �'`t'`\`, yP ��4 iii f7 ' a t S � 1 '�,+ f✓✓r �^ 3 f f 3 l "'.-„`_,-,...,, r "`\ .l, "-., ^. '`"� ti ''`.+,` �.y,4 _. � 4�i• f �~ ~ `~ � b . �~-•"'�..,� •„ � v .. 10+00.00 V152000 Road C f5j fd 1 1 0 p 43+79.17 V152000 - Polo Grounds Road 'r P rrf Fdt} - fj '///7/n9,,� , f(, "V ""#.....,,, ✓ .,. _. _ .„,. ”' \.,,� ... "^...�, -. ,., _ `"" „,-.,."`^,...._ ,` `\ ,.t t •i ,it ;h\ i i d !' f ` 3 1 `!.•-,., 1 �., `^'..,`."':.- '^.,,,,,. .,,�s,.., „`'"^.^ `'--.. fj(j� /P 11 rJ +>JCD "k,93 k8 �s `ti....,,,-.. �`"` ---•. .,*,. `=`~ �•m.` � ~ � `tJ � OV O -� (/(�)y)^ �l"'^•,- "',J--.'_..--'_..e,„'•-...,..._ ^-__. "..._ ---• t \ 9 t \q^, ; t1 'S `tt J! 4 if f// tS t' t ^``\ t v„ o �� Jl YY �`1! �r�j d._.__...._...,�'�^-_.._ ---,.. «� -'«-----..,.._,. tt °t It tt '+,, •.q,, e} 1z e� 4'y j' E ! f� t h.� t h ,+,,i % D "�fl/,� SIGN S®+ >/ ^r, .,. '^•'-`--._."' `..._____ ".__-..._..,._.'_. _4 '_'_`_._. ; ; f 1t S ! s.tl } Si t jPf fPf t tit t'4 y , J"�I+/I �(�\�//p {�� -.._. -� f _ ! 7 t t'•t q4 ; i i I \t i \ 4, t F }t t\ iy }t 46 Ci • ! A V b \ _ « - ^- « `... -, � ;S ',� Z 1'k f fE 7 `\t � ^', 't � if � d i �s, tt � _ ��"ii 'O�d /�1! /, )' 1•^.......<.. ^fs ...._ ` `- _ _ - - F!r ,r✓ fP {ttt dfdS � J 1,.: t3 a% t j t � � � --„"",m.. -, �'� ^, - �, #' f,`dr ',`+� '” ; _ -•..^ 50 25 12.5 0 50 '" "-.,e"'_`" _ .._ -... .... _ _ _--..._.-... ,>>f 1 ! /! f if -• .._.,. _..- tik t 5 iY t $'h. "�, M `O NOTES: _.____.. --- 1 1. CONTRACTOR TO REFER TO SHEETS C•307 TO C-310 FOR A DETAILED UTILITY AND GRADING PLAN. 1"- 50' _ 2. POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 35 MPH DESIGN SPEED. 3. ROAD A AND B ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 25 MPH. 380 s` 3 HIG POINT 5TA = 34+; -zr -4 N sIJ Q N Lz-) O M Q c47 Ln Q O r O V( STA = 37+19.54 c0 n c0 4> O Q O h CO Q PVI ELEV = 364.62 M !1` `- —10 V h N -- G` Q 117 lam, AZ, = 2.15 co Q LO —10 j4 rz M Q O K = 192.03 N_ Q m Q 9 �- Lc'y r- Q) 1L7 `ly` 575.00' VC 370 350 i- 340 o�o N 28a M M 0 O ti o N M Lu EX. GRAD Lu 3 3 O ti C,4 (SJ -zr -4 N sIJ Q N Lz-) O M Q c47 Ln Q O r O M hl c0 n c0 4> O Q O h CO Q co ^ M !1` `- —10 V h N -- G` Q 117 lam, W Q co Q LO —10 `� rz M Q O co •� N_ Q m Q O �- Lc'y r- Q) 1L7 `ly` W r"7 co Q fs. `�" O O Z N ZZ N "4 O N co Q C=> O O z t0 Q Q k% r� LONJ POINT ELE z349.12 LO LO tO Q LO M Q Q O �% t1i _ O h. Q �i CD �` 6J 117 h c(7 t1i A oLq !� O Q tai O O ''l' M LOW POINT STA 41+6571 O CO O W X O O �% cD pj Q Ci '`� O O nl O C-4 O CN tdi d' 11-) h O 117 '�` M `� N l�� cc t1i c4 Q L1i to rQ. m 0] Q c0 O Q LO O �O PV! STA = 41 41.95 '�t Q Q n LO p") Z (0 co r") CL7 M h`i (D M I"i J cD M °`i (0 M '�`) (0 M r`i �4 C0 M (0 M i" 7 CO M i"� O M i"� U j 117 h M t'� lC] h M cCJ M �`i PVI ELEV = 346.93 1.C7 M t") 117 M I"i LLJ M I"i SL] M I" 7 m M U] M F`j ICJ M m V- M r"i tl' V` M !") V' �' M r"i cox d` M r`i '�I' h M r") 147 b" M �' h M Ln h M 1`i a > w L17 M r"} c li7 M th A.D. = 2.27 ,S'l M I") LL7 M lf'l �J M I"i 3 !` 1Lu c0 M �'i c0 M I" c0 co t"7 cD M c0 M K = 36.3 256.73'VC "n, E , GRADE 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 360 Ix: CID m CL �j n 3 a r Z 0- M v N r11 w 350 i- 340 o�o N 28a M M 0 O ti o N M Lu EX. GRAD Lu POLO GROUNDS ROAD SCALE: 1 "= 50 ' HORIZONTAL 1"= 5 WERTICAL H: 1151V752000\DRAWINGS\PLAN SETSIROAD IMPROVEMENT P1-AN\V152000PR0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:53 PM LAST SAVED BY: EVAN.NEWMAN 48+00 380 370 360 350 340 3 O ti C,4 (SJ -zr -4 N sIJ Q N Lz-) O M Q c47 Ln Q O r O M hl c0 n c0 4> O Q O h CO Q co ^ M !1` `- —10 V h N -- G` Q 117 lam, W Q co Q LO —10 `� rz M Q O co •� N_ Q m Q O �- Lc'y r- Q) 1L7 `ly` W r"7 co Q O C1 O `�" O O Z N ZZ N "4 O N co Q C=> O O z t0 Q Q k% r� LO LO tO Q LO M Q Q O �% t1i meq' O O h. Q �i CD �` 6J 117 h c(7 t1i A O _ N t1i !� O Q tai O O ''l' M O O W O CO O W X O O �% cD pj Q Ci '`� O O nl O C-4 O CN tdi d' 11-) h O 117 '�` M `� N l�� cc t1i c4 Q L1i to rQ. c0 I'ri 0] Q c0 O Q LO O �O M Q 'a' Q '�t Q Q n LO p") Z (0 co r") CL7 M h`i (D M I"i J cD M °`i (0 M '�`) (0 M r`i cD M �i C0 M (0 M i" 7 CO M i"� O M i"� c0 M r"i (O M 117 h M t'� lC] h M cCJ M �`i cry h M t") 1.C7 M t") 117 M I"i LLJ M I"i SL] M I" 7 m M U] M F`j ICJ M m V- M r"i tl' V` M !") V' �' M r"i cox d` M r`i '�I' h M r") 147 b" M �' h M Ln h M 1`i a ci'J h M li7 h M I") L17 M r"} c li7 M th +-C) "J M r'i ,S'l M I") LL7 M lf'l �J M I"i 3 11J M r`i to M I`, c0 M �'i c0 M I" c0 co t"7 cD M c0 M 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 Ix: CID m CL �j 3 r Z 0- M v Q POLO GROUNDS ROAD SCALE: 1 "= 50 ' HORIZONTAL 1"= 5 WERTICAL H: 1151V752000\DRAWINGS\PLAN SETSIROAD IMPROVEMENT P1-AN\V152000PR0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:53 PM LAST SAVED BY: EVAN.NEWMAN 48+00 380 370 360 350 340 3 O ti C,4 (SJ -zr -4 N sIJ Q N Lz-) O M Q c47 Ln Q O r O M hl c0 n c0 4> O Q O h CO Q co ^ M !1` `- —10 V h N -- G` Q 117 lam, W Q co Q LO —10 `� W '�.. M Q O co •� N_ Q m Q O �- Lc'y r- Q) 1L7 `ly` W r"7 co Q O C1 O `�" O O N '� O N CD Q O N "4 O N co Q C=> O O z t0 Q Q k% r� LO LO tO Q LO M Q Q O �% t1i meq' O O h. Q �i CD �` 6J 117 h c(7 t1i M n7 t(i O _ N t1i 117 Q �± O Q tai O O ''l' M O W O W O CO O W W Q O O �% cD pj Q Ci '`� O O nl O C-4 O CN tdi d' 11-) h O 117 '�` M `� N l�� cc t1i c4 Q L1i to rQ. c0 I'ri 0] Q c0 O Q LO O �O M Q 'a' Q '�t Q Q n LO p") t0 M (0 co r") CL7 M h`i (D M I"i CD M I"i cD M °`i (0 M '�`) (0 M r`i cD M �i C0 M (0 M i" 7 CO M i"� O M i"� c0 M r"i (O M 117 h M t'� lC] h M cCJ M �`i cry h M t") 1.C7 M t") 117 M I"i LLJ M I"i SL] M I" 7 m M U] M F`j ICJ M m V- M r"i tl' V` M !") V' �' M r"i V M r"') d` M r`i '�I' h M r") 147 b" M �' h M Ln h M 1`i 117 �'% M r"7 ci'J h M li7 h M I") L17 M r"} L/7 h M li7 M th +-C) "J M r'i ,S'l M I") LL7 M lf'l �J M I"i Ln M r'i 11J M r`i to M I`, c0 M �'i c0 M I" c0 co t"7 cD M c0 M 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 POLO GROUNDS ROAD SCALE: 1 "= 50 ' HORIZONTAL 1"= 5 WERTICAL H: 1151V752000\DRAWINGS\PLAN SETSIROAD IMPROVEMENT P1-AN\V152000PR0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:53 PM LAST SAVED BY: EVAN.NEWMAN 48+00 380 370 360 350 340 RL' 1` 1SIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS NOTED CAD I. D.: PRO PROJECT: ROAD IMPROVEMENT PLAN F, 0OR POLO GROUNDS ROAD AND BR'O'OKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 'V DANIEL R. HINES 7P .� Lic. No. 043176 71 7/31117 lam- sSYONAt, SHEET TITLE: ROAD PROFILE POLOGROUNDS ROAD SHEET NUMBER: C-303 K x H fl2 Z ❑_ >j � z r --E oz 31 co,~ LL zw O Q tJ L t W Z d Q f w m 0 J �UQI-.❑ a o w U z p a r� 6 L3 W ❑ ❑ Z ¢ o 0 wZ� W G > Y p� ¢�Iz- UrW fir~ Sm �22C[ zN 0 �t-t S❑S J❑�Z j-, 1-7 + V r�eqq wo w t'-1 4d a � v Z❑ i- W Q �r CO !f1 wQQ�z> _ ZJ�YY LIIW oz FW-:02zcc, Ou W O}> wz F -T W J z z m z z z a RL' 1` 1SIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS NOTED CAD I. D.: PRO PROJECT: ROAD IMPROVEMENT PLAN F, 0OR POLO GROUNDS ROAD AND BR'O'OKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 'V DANIEL R. HINES 7P .� Lic. No. 043176 71 7/31117 lam- sSYONAt, SHEET TITLE: ROAD PROFILE POLOGROUNDS ROAD SHEET NUMBER: C-303 O m F Nx --------------------- 10+00.00 COMMERCIAL ENTRANCE g N", 15+51.46 V152000 - Road - B LI 1 MITS OF 0 _4 ------ ­ _STURBANCE P + _7 10+00.00 V152000 - Road 120+68.53 V152000 - Polo Grounds I 13+014+0 7 lo If -110+00.00 COMMERCIAL ENTRANCE 15:51.46 V152000 - Road R930' f J. ----------------------------- ggg M", alli, f i Fml `-6 4g, "N DI TU --------- RBANCE NE i H lie / s rr ✓/ `� r°` r' l r'71 ,,°`J .'(:,7 a/ 'T � ,�r------- 40000-- "'v ------------- _. ,..__.......w ._ � �< � -"' ", 4 4000010 21 ------- j NOTE! Z X f i 1, CONTRACTOR TO REFER TO SHEETS C-307 TO C-310 FOR A DETAILED UTILITY AND GRADING PLAN. 50 2. POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 35 MPH DESIGN SPEED. 3. ROAD A AND B ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 25 MPH.- I 5br ------ 99�Ar If HIGH POINT ELEV 399.70 HIGH POINT STA = 15+38.07 PVI STA = 14+8B .07 410 A -------- — - — --------- 411 HVI ELEV = �95.[U A.D. = 022 K = 57.42 100.00, VC ED a C6 co o) + rkl > L Lu u ------------ - 40, 400 21� u > ZA — — ---- - ----- _R� kl� I it /r 390 391 Af_ 3 381 80 g - EX GDE C6 i r 6, LOW POINT ELEV = 363.58 PVI STA =11+8 .61 Lu PVI ELEV = 366 33 Lu < A.D. 2,54 ;q 0 K=34.59 265.00' VC i0l, 37( 370 0i r 31- < 0 00 oQ M of aCli c) co to m (o + co 6 c+ 'R m cl) It N If > > j� Lu Pj fin — :00� Lu Lu _j < C) Lu 05— Z5 361 360 --- --- 0 - — ------ CD CD u- D MC _F= 0 Lu uj < L.y GD rr) -7 Lu Lo dD (,n r- — L" — [L m f �1 EL 'o I— IL I- Lo co CL m m m 0 6 0 -:r (Z) 0 m m O> 0 � R + 0 + > + + > > + > + > Z! DATUM ELEV 355.00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 PROPOSED ROAD PROFILE - ROAD B SCALE: I"= 50' HORIZONTAL 1"= 5WERTICAL H 1151VI520000RAVVING&PLAN SET&ROAD IMPROVEMENT PLANW152000PRO.DWG PRINTED BY: EVAKNEWMAN 7.31.17 @ 1:53 PM LAST SAVED BY EVAN.NEVVMAN E� 1j, z C.) Lj 61 00� 2 <( LL LL Kz z 0 P, qv 4, 0 iE t�j peN < z CLa= - _L >_ z �j >-� , ZW0 Q>5 -� Ea LLJ �� > 0. Ow LL, J mm z 5 CO CO Z 0 Ea 35 0 cf� O < as Z , � ZO U2z < < _i 2 YZ Lu EE FSI LLI 0 - tl� 0, I-<Lzu 0z 0, >) wi❑ PH - < mwowww= qw z co z z z m ow 2 REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000' DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS NOTED CAD I.D.: PR PROJECT: ROAD IMPROVEMENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com .TH � R 0 : DANIEL R. HINES P Lic. No. 043176 7/31117 � SHEET TITLE: ROAD PROFILE -1 ROAD B SHEET NUMBER: C —304 480 470 460 450 440 430 DATUM ELE' 420.00 UMBER SHEET IN C : 3061 H: 1151V1520000RAWINGSIPLAN SET&ROAD IMPROVEMENT PL4N1V152000PR0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:54 PM LAST SAVED BY: EVAN.NEWMAN I ti n, t F / 1 ( e( t( J t E E E I tt 1! if '( 9CT F \ i 444 `w NOTES: 50 25 12.5 0 50 1. CONTRACTOR TO REFER TO SHEETS C-307 TO C-310 FOR A DETAILED UTILITY AND GRADING PLAN. 2. POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 35 MPH DESIGN SPEED. 3. ROAD A AND B ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 25 MPH. 1 "= 50' I I I 1 i st 1 a R � l I `I I rn N W 0 0 N 0co N I O if O II O O W J C Lij J II W +O W It € i I ¢ m — --- _ __-- --- --- — 0 0 ti EX. GRAE MSM+ Lu I I Lu FJI-� 9 € EX. &RADE I S 1 t I I I v 9 z z w p#( J U i Lu W a 2 - - --- - -- —_ _ zLL z X Z X LL O z X w 2 LLIX d € Lu Z O X Z F- F ¢ S ~ U ¢ [Acq U) N 'gym OCCJ C-1 o- dIP co !Z N 0 04 r O N o� € 12 + C~4 I--+ �7 c+ oCL� > Z � 0- �?r 3 — -° a I 480 470 460 450 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 PROPOSED ROAD PROFILE = ROAD A SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 440 430 X s Z 30:¢O 0 _ ow zw� o� W!Y QdF� Om ¢i-cn O o0 .gyp �pCF, w i j fk^M-1 z W � ¢ O Z ¢ o 0 iZra CL gz¢ >¢o��z d W Z ¢ , � � �> o w ) C = OD 0_ LijU)KmCOOZCWj o0 P, Y w )P 0 O ¢ <� } . y L>LI¢¢�Z} s} ?!"1 Z.� ccYY�a �o W WFL' J z F- Z Z O O w W it W O}>- < 02 i a w o w w w= q w �ZIb ZZZd ow z ffi ffi ffi ffi om o 4 U) 1C E Y 1SIE NS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: AS NOTED CAD I. D.: PRO 01 PROJECT: ROAD IMPROVEMENT PLAN OR L.. OLO GR" U V S ROAD AND BROOMILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T. IM BOHLER E N G F N E E It IN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH 0 DANIEL R. HINES .Q Lic. No. 043176 4: �ww 7/31/177 SHEET TITLE: PROFILE,ROAD - ROAD A , %..... , I I . � 1, I I , , , , \ \ , 1, \ 1, I 1, I" " 1, I '\ , / / , I I� . .� \ \ � I � � \ I I I 1, - I , " , , j ,` I I � \ ' / // �\, / / , ! I I I � I _ , I I � 11 � � \,\ " '\�,\ 1:��,., \ " \, ,\ \, �� ♦11 \ " � � / / , -, , ; I � I �, , � 1\ _-, - I � ,I I \ � �,,,,,,�,,,,, , � , � \ / / ,I I / I I i I " I � -- I I < I k \ \ \ 1�11 � I t I .,�,I,��,,pl % I , , ,\ � � i ! / I / , . I I I" \ \ 11, 1, � �\ 1'� Ii � I I I I `12 , , - I % �!?, \ " / , � I " 'i ,,I`t,,,1t§"Z Ii " I N . I I . / , I ,e 1'� - - - ___ I \ , '\ \, 1\ \ I 1, 11 � �, 1--___ i$ � \ � \ I ! / / � / , / I / I , 1'�, - - _ - - - , , I I , \ � , \ " \ � \, � \ \ , -i I I 1�/ I �, ',�,`f�f�j",11, I � \\ � i, I I / / / / ,,,'�Kl / , / I 1__ I- 11 - 11 , \ \ \1 "I", 1, 1, \ , ,, 1, I I % "� \ " �Sl' ""/ ,I- / , , / / - _,198 � \ \, 1\ , , \ \, \ \ N \ -, � \ ,,,�. , \ � 1, 11 \ I I 11 \ \ I \ , , \, �, \ \ . I / � / / i / 1 ,'--,,4 " I' j I � \ I I \ I I � \\ 1\ "', \ \ " \ 1\ \ , \ , \1 \1 I,� , , " / / 11 \ & ',I I i I / 11 I , I 11, 1, I I., �, k \ I � � I 11 I \ � \,, -��-"\\ ,, � I ,��, I � % k / __ .. � \ I I I \ " ,\ \ 11,� . !'�&,,��.,,, I k i / , , \ \ \ \ ,;�- \, 11 ;I I", I, I% 1'� b" �', , I , `­�M'II I \ II \ fy I I , � -_ I i \ \ \ , N \ � // // I 11""i ,q� 11 , i � - J I / - , -_ ____ " \ 11 \ II %\ I \ \ \ " � \ I � � 1'� I ,� , " I I I \ - � �� \� % \ \ \ , 11, " \ ,� , � 1 I I Ik % " .1 /11 I - " - - I \11 � k�� I I I., 11f) " I I 'm %, ! I \ ,� \ I ,�,g, �% " § \ -, I \ \ , \ ! � � I I j � % � , ,, I �� - 1 : ',� \ ,� -- .1 I \ � , , I 1, � N / I- I I I _ � , \ , k4 \, "', !I I i , / / i "I" f / / , I � : , " 11 '1\1 11 ___ � � \ I , , \, � , \ \\ \ , 4 \ / // / ✓, , I I I \ ,� " \ \ % � , � , / / � / /i / / ,/y ; I � "'� \\ \ I'-, - - - __ __ol 1� i % \ % \ , I I 11 , 11 ; I , I , 11, " "I I . � � ': : \ '11\ , / \ I , % , \ � �t - ` " , i / f / / / i , _�. I � I . v/ / -_ i \ \ % I I 1, 1�,� - , I � I , � % � N. " I I - -5-M ' , 1, // I I , \ I,- - -- - -- - - - - - _ -.-- - - - -- - - __ - ­_ - -_ - \ ,� \ \ \ � I � \ 1 I I � \ , -_ " ',_,,� " I , 11 _', � \ ., . I 11 � , I "I � � I- I ,�, I \ I I I I i , 1% , , q -,g,� I, % I' / 1 1 , , I \ � \ � � N , � I � , , , � I N 1'� _-, I I I,:e- II I , \ --- -_ , I I I " gIgi� '� I I / / / 19'i / J � , , i I I \ , \ I I \ \ ", ._­ _11�10 1_/ "! \ , , / / / i \ : I , , k % I 1, \I ,Y_ , I I -_ I � I I 1, N 1, - 0 \ I \ I I i✓R I ; I I I / t __�, I I I � %� N, � '\ I , � I � ,\ : I �, I % �, ,I �� % �\ I � I . I I I II I� 1, \ 1"', " � III I , , I 11 I �, � \\1 , � N \ \ 11�_, 11 I\ , � 4"" 1 1 N� \ i � I , 1, I 1, \ 1' I I -, I I I I \ X t I -4,�,r,-�g� �: \ \ 1, , I % � I �N I ,. ", . ---- I I I - 1' - --------_ 1, '1� I � 1, "I " 'I I � , 11 , 1� '!& -, \ 1% \ 11 - I - I , 12 I'll I / // / I , � // i \ � I, , ., I , / I / # I / \ I �1, � I �, X� \% ,,, ,�,\ \%\ , \ �� '. \ / 11 I \ \ 01, , \ / , , � ", I I I I 11 -_ / I I I 'k � I\ � , ,,, I , � � . � , , ) I /I / / / I // / 4ti / 11 \ I I � 1� I � \ I \ �_ 11 I �_ - i If 1, / I / I I 1, \, 11 - 1, � Ii �, I � � I \ , , I I I, . _. \ %, _-1 1,3 - - 1-1 �, \ k \ / \ I I I 11 I 11,'0 I , � I I I , - . \ \ � I � , - � I I " , � I I . // t , --- , ,__ I 1�, I" ,� I --- I � i I I I 1� \ \ �� � A�'�"'--..,,..I , r , ", � , \ liz `•\ \ I I "', _1� \ / I / - � � I 'I, - I" -,--' ----,-- / I f � 11 I \ ' I , , , ' % \ 'I k I " ,7 \ ", 1�1, W J ! . , , 1�,,,� I ---- i I I I � I �� "I , , I N , __ f � % � � ,1--, I I I :, k , " , "I., , I 1, 1 , // 1 , ; � . --- , \ " 1� 'f, � � / I I" 1� I" .1 I � I I i I A 11 � � %I �, I, I I ; � I 1, , `,,�i',��,`11,,� k I , v - / I \ ,\, , I " � �I I \ I k \ I � " I �, I i I ,,� I \ \\ , , , "',q',� " �, , I ��@ `,,,,,� ,,,, "", ! ... � " , , I 1� I, � � r ?1, 11 � I-RAFFIC SIGNAL--> � f I "I - " i , , , , \ ,� , \ , , -_ , ,,e \ I 11 , , / I # /"� - \ "'� __1 ____ / , � "I `\1 4 �1 " ,�, / y 7 , _,_ - -, 0 / 1011 , 11 , / /I � - ______ ­___.___ )i � I I " I , � U6 IAU17 , / \ � ,I \ , , yia , t , .1". I 11 f I , I , -_ I I - " \ I I I I'll I I % " I - �, __ - I , � , I , 7p 'T", ��i p , /I I / ,/ , , " " -- � " � \ � \ . , , �� , , I , pi I \ il'i X, 1, I" I" I i � � I% � \ � I 11 -1 1, ,, 1"' ,�_::,�� \ 1, f �,, / I " I PROP. I 0_;�>_� , EX. 100' \� " ,� " 'k I, � I L_ : i I I .\\ 1, I � I �, I 11,0i� ... i,,, I 11 , SAW " , _­ ______ ;,,'�' --- ,";' . � -1 1. -__ \ % I -- STREAY I I I � I � I I � I I ." __ I- I I I � I %I , I -1 -_ 'C�m I � T11 1111 11 1:tl I / / " , hl I I / � / � , \ CUT 1'�� �, 1, 1'� ,�, I I __1 _ STREAM __ �, I _�\ � \ I . I I ,� I t I •_��_��_�__, " �� � r le , L 1, t(ulltby \ \ � � ; � I , �_ - - - - - - - 'c" I � �: , . I I , � I , I \ - . ,I , 1, , ". . .1 ,-,--__-,,----.----.-,- � - I I 1�', - ---. i I , � I I I I" ­ __ -_ --- I � I III _ i , I � I �` I , I 1, ;�5 i � � � � I I I, ,11i�,11111, � I - - I - - ___ �:__ I I I 0 I I II % I \1 I \ " I I " I 1. - - \ - 1, \ � 988 -------------------------------- , .�� � I I I I � � " I , --"O, - "-,�"" . I I I . - \_ , -�� """ , "'� - , , , - -- "' I ) I I I , � f / , IX/ / // I / A_' - - - �__ � ��_1�11�I. -, '. -,, �_ , / "����� �,, , I � - I *,\/ - , - // / 1, I _,_,_,� - \ , , \ ------ , b� I - __ f __�_,/ �', I , �' / , - Z � 11 " , 4 1 1 / : N .J�l 1 1 1 1, , 1, / " /I e" / ", , , I `____1 ____ ___ - - __ -------------- ­ \ , . I I \ , , LIMITS OF , \ __ - - ______ __ __ 1_� - " -_ I � I/ , / I\A , , \ , I\ I, i 11,�11 i I / / , , I- lj� /11 / � DISTURBANCE , , , , , I I /I '. -, ------------------ __ ? I t ��\ � I I , I � � --- �, - - /1 __ -N-�k , \ i 1 , � \ " , " " , 1 1, I I I \, F7,, . 1, * \ � - I \�, , , , I i 11 � �� I __ � / , I/ �, , I.- ��' �"` I I I , , Ii�, , i ,I " I 1, _Z<�11' t, 'i" - ­��', 11 / i I I PROP. SIGNAL POLE (SIGNAL , , , , I I I \ " _­_ � w -w-_ lm___ DESIGN BY OTHERS; UNDER ', - � - , , /� I / I 1�1 ___.f'_____ / / , I /\ ________ ------ __ --566 ------------------- I ------------------------ ---------------------------------- I I // , i i I I I � I I , \1 \" 11 � � � I , "-I- --- / ) I 11 I .. : _1___, /1, I A/ / - I / SEPARATE COVER) 1, - _____.___ I/ / I I C�l � i I I ,\ " ", �j� " ,,, I I " \ I I -1 , LIMITS OF-- I 1 4, 11 " - fl. ------- _­ \ I . lr-�' , , , I I I - I , . , ,_ r \ I I Im�� � __�floa - - - 4�0 ­_ , I _ / , � ISTURBANCE I ____ " . !,� / - I - 1, " / I k , � \ " , 11 � I � _-1 .- I .1, I " ---- I ! 1 11�4 1, I - 0000W � ,�Q�10 I - . / I f II � � _____ I - : � i PTTC 377.56 1 .\:, , ,� I 1� / 11�1 ,\ 1_� ��: �_ ___- / 11 - - __ - ------I------ / \ � \ � �, 1.:.::.:;.:;.�:;.::.:..:. 5y , , I , , , --- I "'-, ...... I.., 1, - - I I I I- I I _ - __,___,_,__.. _____ f i I I � -, , ,_�,., , , - /,/I \ I - - - _____11 v ,01? ."'j' 11, It �1, , , 1, __­__ - - ___ ____ __ ___ � ", � , I I " , -PROP. �" v - - --.--- - �� , I I 11 I I 11, I I, Jr , T .... / / / / / - I � FOUND - �-----,--------,--,----------.-------.-----.--.,.-----38-2------------------------ --------- ­_ - - '_ - --^----- - - --------------- ___ I , \ \1 `� � \ , _____.________ I , '_ __ __� / / , --- I , -"-,-- ------------------------------------ ----- , � 2 I -, - / \ MONUMENT \ 11 13&� � e , �i��I�:� / /....._..r' � - -----.----.---.,----------,---,.------.--"-,- ) ,,\' % I I md I -_ i / t _1__` � � -.--.- - � , , � I 1, , I I I I" as , _� �0_p I � I - I.- --- ------ 480-- -.-.-,-- - � I � � " I 11� I � 06,? ll pDnp __ 4g I - _:i /y ., __­ PROP. 10' _ - - -_ --- II i�! i � t ;` -,---.- ". 11 i I - 1, I I ! 1 4 " " � I TREE LINE I � I I -_ 41 � - I I , " , ,1, , , , -.1- I , - / - ­­ -,-.- __ - __ ___._..__ " " I - I I 11 i I "' - , .. , - - - - - - - - - - __ - - - - - - - - - - - - - - - __ - I / I i 1, I -1 " , , / I - ASPHALT 'I- / " ASPHALTT,M-,L ---------- - 6_______-_____._ - -_ __ __ - - ____ - \ I I 11 I / - I I � 1501121i, I I, ; : I , , ------ IV _ - I I / I -- - ____ ___ --------- � I I I I � , , / - �111­ � �:� TRAIL ---- _____ -------- I i i I I k i : I , I� I I I __ __ -- __ I I U I , I I PROP. ROW I _;�� . / - I I � � I � � � I R - � - '- -, I I 8 // I __ -- I _,______, --.,---�---,----,.--.----,-------------�-,.------,--�-,----,�--�--,�-.,--,-.-.-----, ­_ -------- ,-----"A � / I i , � � , I N , I, / , " " " � I 1' \.' I I � PROP I - ------ -------------------- i I I I I I I . � I I i -- -,- - -,--- I � � I I , t i -_ - \ . _______,1 ., __ ----------------------------------- �----------,-----.,.--,----------,-.------.----------. 1:A�____ -----.-.-\ I I I i � . " . I I �, ASPHALT T \_ ' r I _ -1 % I v I � ­ \, - __ - PROP. ROW,-,----.-.----- ______._________­ ------ ­ --,--,---,------ --"--------- , I I � I - -, �m '.1 ZINVERTED RETAINING -------------------------- V_ ------- I 1� I I \ 'I " � I'll I - - . - -, ' I . � , � I :�� - F� ---- - -------------------- _ � I � I " , I I ­ .t, �:�_ I 1, , I : ��:�:� ��� - , I - - _� ---,------,.-. I I TW 356.84 - , � I � I ��:��::� �� ��: v I , - - . .11 __ I I I % � I, BIN 351 15 , � f, I , � I 1�1 _� �_O/�I_ - I - - - / ­ -- -- -- - -- -- wr,in Will QVcZTrhA - -,---- ) I I i � I -� � ,. � , :- -� I✓� I , __2_'__1 ___ 1� WALL AND CULVERT _ _ -.,,----.-- __.___, _,_._.___._________..___,_____ _____ \-- - I i I I � 1, � - - _ 354 ,--� . ��, .-, %_ Al � - - ,�__`_ __ __ I �;", , ........ .... ���� � � �::: - ��,­- .-..--. I- I - \� __ " __ I— . . . I .. I - , - I ­ ­­­_ - - 1� , , Q - - - - - � ,- _-40000, 6Iq, ,--,--, _C9 _______­ -111T' , ,Z. ,- - Z r__� ­_ I � ___ , ­�Z - ' - __ �___ " �--PRCP. ROW V . f - ; - ____ _________ ...... . I ., , , __ It I ___ w+00 11 a \ -­ - \_ . f ­- - .��______ I-,- I , ::--I- I .1 Z__j 11 I , ­ _-, - - �_ '­___ A6+00 � �,- -� 10 --,-- 1� -'rell- "" ' �"' 9' '2 .m.ft . I Itr I I -_ .. ___��­ v __- � - ­ �_ - I " __ I - �_ - ; � , .. . .. .... ..... ___ _#_`___ j I 11 I CUT �p �11'/ -(��M5 52----------------.----------,Ww,--,.- --OH- __ - I - __­�__. .; - " I - I I 11 --,-- I '---- ___ I _____ ____P - /cv ,�P_ I ­7��150'R -- __ ,� -, 6141! �1,1-­ -I-_ I ­ - - ' I - 1; -_ -, --- , --- - - -_ 000 TO- I __ __ __ _. -d .', 11 , ___._ - __ _�_�_ ,___ ­__­ ------ - ----------- � - £, s-- �1_ __ -,-.-- _X, ___ TW ----- -- � - - ----- ______ Am �,?___ __ -14+00 1 - "I ./ 12" x 12" x 6" TEE L�: .r-1- __v- _'Oh",�­__ EY IDGE -_ , - __- ----2 1 - I- __ 11 __ ­ _._______ - - � - .. �­. I t)+UU 8 -j-'11- - Of PA VLMENT --------- '! ----,-?-- �______(_7'_____ �', _'-',7 - _401"ImAk 1 4.96 __4 - ____ - __ 1/v f, 849'R ­,� . -_ c. ` 2 - 12" GV ­_­_: - . - - _cjI1--____ I I -__j - -1, - , _____ I i- I ­ -�? - "' PROP. C -GV - ____ - N[ ". I ...... _ ____ , I gh '"' PROP. C - 1) 6' a PROP. I—, , , I - ,F-,-- � ", , ,_, � _-, __ - - - - ----- 0 - - , "f; I - , - __ - � - -- - - I 1 _1 _- -�­ - -, ,:��.�.. I . _- - - - I - .1, I - . -,- I ,��� -1 I 1�11 _____ - - - i -P. -_ , STM , --- ­ I , , -1, I r. - __ __ r_l_�__ --- --- - - _ __ _�� ---------- /0 �_-_,_ ­, lw, - - mm� __ __ _--,, - >< , , - -.- -X- - _7 ,ft - W. " T -4 -----t-_-_- - , __ - -- -- ---- - - _____ - -- - " -0 _ - ! - g� � -_ - � - \ -PROR --,-- - ----- - -- - ---- -- /0? );W, " SAWCUT I `t,�� ____ I - _'. , , "" -, - I � " - "" _._; , � 11 � i , � - __ - !I --- TIN 362.00 - - ,_ � _­ ------- 1 // I I / __ ___ - EX 59CE - - - - WAR"Im - - - _____ _ ----- � __ .1 � 11.1 0�_ -----.-------.- _:� --------------- - . - u H 1� - __ - _ ______;;;;;�� 0-00 - " *,% _ - _._r . - -__1___.______._____. " 11 , / I , - P SAWCU -_ ti 11 , '. _- - I --� ---- Of AVEMENT -------.-- ___ ­- -------- �� I 111v-��­­:;,­­-taxa 0 --- i 77-C - GUARDRAIL �� / - - - _ - --t I ____ 14 I -L -,�-'l __ , / - ___ ___\__ y __ --fg - , ____ _­ --------- , Z Wl� --- - ­...���_ -_ -_ - ---PROP. GUARDRAIL TV� 354A r .IF I _____­ ------ � I'll -Ir- '� _ BW 35 9 _>�' " , �__ - i ­-­ ............................. � :c----- � _� ------ - -11� J ------- - , , , - -.------ I'll, / - I -, 11 - \1 - .- ��­ _,�� - - _,: --- �, _f,�"UH _-- -- I : \1 � - ----- � NVERTED RETAINING WALL AN __.______994-_________ --------- _.___,____ " - - - , Z ; T ­_,� I I , ; � . / 'I I , ,--/-,-, �, ___ ­ - - " I -1 - I— __ ____ CULVERT HEAD WALL SYSTE,__ - __ __ _ � ------------ PROP. SALAMANDER -- -------- ���__ftmmmm__-_ --- I --- ­­_ --' __ , , - -y-01y"N_*­11�� - __1 iI , I I I - --I- - -_ - -- - ----- - -- -- -_ --------- I------- _­­____­___mftvmm, - - INNOMWAM, - ' NOTES: ; ::::� � j 1 1 I � � I , I __ - CROSSING (TYP.; SEE_ -_ , Im'/ " '� 1')c - �% I / , / - , /I-' , f "_p_f_; I I 17 ___ �`�:�_­ __ - - __ ___ - - ,,� _v � ,- "I W.�1)_11 -_ DETAIL SHEET C-905) ------ -- � /I /,.�,V' i II , - ___ Z:_ __._ - ___ __ ___._ e__r­_y_v_v^N I ., -.11.,.� TRW71C 5IGNAL --------.---.---------------------- --y-,_,_^,� � -_1/ I , I b", / - / ._­_ _______*___­ ------- _ , ­­ 21 INVERTED RE I AINING ��,_ - I POLO GROUNDS ROAD DESIGNED AS URBAN COLLECTOR LOW SPEED, AT A DESIGN SPEED OF 35 MPH. , I I - - __.. ­­_--.----.------,-.---,-,-----,--- .--A-,// Ex 100, -1// / / , I/ , / / UG VA iJIT , �_ ;, '-- --,-----------*--- WALL AND CULVERT v"alp"�4ROP, 21 LF// I/ 4 1 , I I I � , ,� "_ /_ 2'. ROAD A AND B ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 25 MPH. , � ,` i f, _-___ -___-_M1CLASS Al RIP RAP fZOOD I� I / I I . --- 11 " ____�, - 11 PLAIN ", / / /I I / / I I" I , / 11 LIMITS OF , -_ . , - ----------------------- HEAD WALL SYSTEM __1 I i I ,/ / JrI I I I --- " ' '--'-'---'-' -, I �', �„„, - \ 3. AS PART OF THIS PLAN, AND IN ADDITION TO WEST BOUND LANE WIDENING, CONTRACTOR TO MILL AND OVERLAY EAST i ? � ? I t � ' ' ' - � , I ;� I I - 6/ / I � 1, I I / ,,, i"', , , I/ I f � "' I ' -_1 ­­ � .- - __ PROP. TREE LINE \ BOUND LANES OF POLO GROUNDS ROAD. " ! - / / I I t / I I i 1; ,I " -_ ATE ROJUTE 643 POLOGROUNDSROAD 4. PROPOSED 8' ASPHALT TRAIL, SERVICING THE PROPOSED PEDESTRIAN TUNNEL AT STATION 41+53 IS TO CONNECT TO I',- - � / , ,/ / /111 DISTURBANCE _ PROP. --- - - -, - --- - --- -_ , 1! __ ,.­ I Z� , , , i / 1 / / , I- J, _____,__,____ - I _-, --' I __ I I,, // I , / 11, , " / I, ! - -­ -- N � - --, .. - - I - SO— .-__ PROPOSED GREENWAY TRAIL NETWORK IN FUTURE RESIDENTIAL DEVELOPMENT PLANS. 'I I ___ - I , . // , I , / � ,I ,� It, I i -4 _________-_._____ i --__ __ - ___ __ �� .--.-- - -/, -7 / "/,! // / j/ I/ I, I, It 1 I 11 ______,_______.___ S , T __ PROP. DESIGN SPEED 35 MPH --- _ -_ ____ -_ --- " I I i i I -_ ­ "I , I I I I I / It � ____ "I /I � I , I / - / � I I / / f /'MI '// i / , f // ,I / 11 / // / / I 11 Jr` //.(it If, " " "I i / / , , ; I " �,, ,1�_ ________­_ I i / // " / � / I � i I I I J� I; 17 I .1 , ? I I , I , I I , I I I / / / t // / , , : I � / � I i, 1/1, / f` / I/ f / It / 'I I I, I / e / , , 1 , 30 15 7.5 0 30 11 I i / I 11 / j , , I i I.td� I, ---------- � ------,-- i ! i 1- i I 11 / . �! / I � POLOGROUNI)SROAD 1 "= 30' � � SCALE: 1 "= 30' ! - I �Ij - ----,- r4 04 I4 X � �,� U I-_ - � I- P4 a: u Q� �_ I-- o �4L W 0 `G_ uz <0 F o-I- �� , LL0 zw �4 � � S�y�- ub -r- --s-t P- � i� ,-, w 5, � - - 77) -< ` � 2 � - n , . < 0 -_ �:p "", P4 ,* 'o ,< I-- . 0 _,�] - .2 ;�- g ,P,�' q* **+** �E �s °M � �f, E & M r' 82 ,- P4 � p u �4 �, �: -_ "7 Ld 0 ¢ � W F� < ,< 9 � u Z �j 0- -L � :�� E 8 - U >_ Kf� -__ P 4 ( R >, �E -. ,g� 1<1-, '-',,f, Z 2- NE �] �_4 � 0 Q U�Z ) x 1ji Z 2! �5E; > - ne C � rte-- - 4 > < LLI 0 0w 85 ¢ � 5 7 Z � cq 2 - ,L5 � -, -, -, z- 0 -- 0 - ,�� �s C �v E 7 - I 6 t � :D Elf Z < 0 0 ui 65 r, - Q) M CO CO Z 0 -_ a� �� , � ��- -1� Z_� F,-I 0 9 W F � 6 - P4 P, Y- - P, .� I-) 0 0 < - - �4 >- �� ,,- a - H �3 3: �� Lu ;Z.- �� a � - ,� 2 12I i� i,E - 1>-_1 �E -i> Luo -Q'twtJ 8 K cV _74 pi 1�-- Uzi 6 0 }� 0 �� E Vow� _- < H ""� . 3: u') :� �: 3: =� ;� - P4 . a- Lu 0 L]i W Lu :Z - ,;�-pq , Dzmzzzm . -_ ffi , - � - ,_ - � p &H Z �n r- � FD 9) REVISIONS REV DATE COMMENT BY - I I I KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. I NOT APPROVED FOR �. CONSTRUCTION I r'PROJECT No.: V152000 " DRAWN BY: EEN CHECKED BY: RTY , � m,"- ....... M IN K , g W! �""".­r",­ �, ""111 '111'rT, I IN 11 � DATE: 7/31117 , , "M , N - " - , , , , � " 'r - _ ", � "! g " ­�� v .: f ,,, / I '1� _�,211'0141111 - 'm ,"m , ,� T�m� � � N, , 1�, \ \ \ : : : M11,111 EIR , , g"I m", g ig R il, I 'HI , _ ,; "m "'." " , � _ ip , I, 0 Is g - gm,", ""' . , , u , j 'i"', ­`, ,7 , I " , , '� -4i""', '--',-',,�-""-"�,'��t'�'I'l�'I'l",�,��,,� ��,�""i��,&,',,,,i �,��,4"""�,��,,,;�,�fi�,,,,'s"l�l, �41§iil '11 a ,* \E � �,�'ijlll:� &_ -I I �:! : I" I - . ­­ � 4'� ','f',',���f�li,'il"'��',�,����i,',',",�,,,,'�',�,.,�,,,"�,,"",",,�,�,,,t'-��im,��,-'�-,'-,,�l��"II _1111011_1111111m�,� 2'111$'R'II, , -T '1� I � %, � \, \ " � i ��� 7 � 1-11 , I.", 11 ii 'XK6 � ,� I I � I , , m K "'A- �-�U'Y'l � � v A I I � , , ,,,,'� , " , i� " � . . i ��::���:�: I � , ­�,, y ", " , I " ,� , ,,, � \ \ : ,i� � 7��..., I , i�,�"--�,,��fr�f,�y��,,�Vllk�l,,', %'06�',1'000 �fv',,Ml' I 1, SCALE: =30' 1 11 \ : i: "I `_� I 11 - 11 , �,,l 00`11"'I"'k. MR 0 '. � WMAi�%A,1,1, -1, �11, W'm I., ���:�:�:�: 'A I " I 'i _Q; N� I 1 I I . i :: � � � � z -`�-,,A, W 11_4 -11-1 ) ,�, " f/ - " � ,T) / � I I �,R -, 01 41'044� qM�,��?,',',,,Q,t 47 , 1,1� , � , , I-- � I . �.... I i : - I � I / I I I I � I I I O" I I I 'I, ,I, I, I I I \ \ 1� 1, v CAD I.D.: \ � � I ,... Sso I :::�x:::::­:::::,: I 1 .:: :�:� � � '1__1 `__ -1- - 11 , / , , I " 1, 'f I \ \ I , , , � � m �Z:: iiii �� 1, �� �,� , 1 � 1"'1"1i""'1'�11 \ ` I ,I I % \ I � 'i I � :��:��: : 1 � ,I,, I, , "',­_ ,v - ,I, I � � � A, C;.,iLl � ��'��!�!! ]HE ,��309i�:��,,,._,�,,, ,,'\� _____­______ 4, i / .'�� 11 I I ; ; - ._,j ��. IQ, - NE 1-11, ,,, I I ___ t -�, ,,,,,-, �-,& , ­" � f 1� " " X I I � I \% / i I 'I, , " , ",� \ \ � � " - N" \ \ 1-1 11 I � ,;., I I , I �K A1!111�� , �� -,-­I-,T, - ,,�p - - 11,441a "IN" '.' ", 'N� -,------ ---,; zr.� ,,-,I i)VV,5­'� v`--_ ­ I , t , I I / I �1 11 �� _74III 11 t *I "M I \ � , I \ ��✓'N ZIZ-­"­ � a ­ � 1". kjP I,I,f�2,4',�,R ji,�,,­ ��km_ �Imm��T,m.mmk f,".',,',?,t��'f'�f�!,",,�,�'('�"'��,, 1-111,�-11";""��,11-1111,�,,�,;�I I S "', gg�--,�-���,A��,�������,,-,,,,,4','�,��! "­� \ `Ly/ :�� I ,I / / ", , �, \", N ��'RTI \1 11 I '� ,,�,,gig,g,,K�'%Y, �,,­,mm'qgmt VI'l M,�,�, &g',/IA,,,g,_gm,, 111.1.11111111111"y!"- , , \ I I ��,�,�",�,�l�,�,,,,I,,',�,!�,�,���f����:���R""",,�",I�",�,,,,,�,&,,�?�i,,,,�,��i���k�"",'� 9 Vft i I ��',� I , -1 ; c`1 RE,, __� -I,.---- I -I � I ,I , I i I I I % .\ 4 1, �1 \\�i� I 't \ I 1§ \ \ 1, � � III , "R ... ,�,�,'�'�f",�,�,�!",rll�'I'�,'�,�"fl�f�ll,�i!��f,����,;��,�,��,,�,��',,'�,�'��,,,�,'M�,�;�i;''�', * I `,,'�, ,I Rk", 1,14 "I "'i QM1 �,�','�! _­_ -.-- ", , '4'-,,)'� ki/,/ - A "'� , , , I I S I � , I , / I I i I . I I , I I ill '111 � -, ,,"g 11 ", � � " "p, ",g- , ing o",gt'� 1111�1 , 04 1�& / I I �, - - / I _� I '% 1,191 1'1� ,il�111�'11� """t, , - "'Ng" � ygugmm , "', � 11 I I 1. 2, \ " N\,\,� I \ " ,,,g� 0 A� �,� I1,4 ,,, '_,f�,gft k, " ,yj , 9� A�> _, . I I I ? I �� I , 11 ! I I - - / , , I " I �, 0, ,\,\ � I 'I 1, I I \ , " \ ", � , , , F�zj, \, '\, " \ % ,/� , , , il i It I , I ". -'-'- ' / ,, __.""i, ) " -11 , , "r-, , I I-, I I � \ I � % I I I \ I I,),,-'.,',,-� C,6 A, / � T 'I i , / i I 1 L I � I,''\T , - ,� I I � � � I - I -,�_­­__l "", ) � Ir I" " � jj IrY, ­)( I 11 'I I , \ , \ ��'ll""I,7��,,�,'�'I'l,"�I'll",�I'lI ) U, , I � I � I � I I ,, , I- I I II " 'I � ! � I I, I I \ - ­.�'­­ I � � I I � � I \ \ � \� I % ; \ j � , � 't ; i . . I 1Z 11 �* - \ � 9 '� � 1, �, I , 11 ----------- ______-1 //t�,-�;, , j � I , , ;� ,� � '\�,\ I I I % I I \ V-" ­',',',g \ _11�d� " � \ ; I � -/,,� _`­­ -3, ,�, ,,, � I(1 t, " I / I i I / i I I '? \ I 11 % \ 11 kylkli� k � � " 1, I , � \ � i �i I I I �� , , I . j / � f / 11 11 I. , � , N\ \ N\ , " ,,� , I --------- ---- ---------------------- I ,� \ � i i I I I . . 362 __ I I . � I :,- � � " ,� % ­, , , I , / , , " \ 'I I N . I ! I \ I . f , I , 1 .�,,, , , � � I I 1 1 I I I � I , . 1 �4., � � � � ----------- I---- ­____ � , I . I , N k I � It ­ I I I . I I �, -A , , , 1� I / , I \ I -1 � 1111111- 11 � � I I -'\, ., t;,�� , � , I I I I If " 5�Iv I pi, I I y�, ,11 - , i I I I t � � \ 1, ,�g_ I I � � � I ; � I � - ! � I i I I I I .�, \ %,\ \,\, N I \ "I'l f I / t i I I I /,q� � % , N "'.g rmy"- , � , , I I ; I 1 I � k I I ! I , / I i I NI I I I % i 11" 11 % , i Oil � , % I I , a , 1 \ ------ J64---------___,______ , , , INN, " ,,, - . \,� \ ", \% '� % \ ; : % � I I '1_,____1� 1� ­', , I "/ , , I ! / I �I I *,* , 1\ , � C 11 I I I , , / " t , ,2 , I � IR I-, , , I 11 _)f V-)-(, J, ( �J� , i� " , ; I, / - k I -, � I _A'. - - t 1i I �1 'I',, � I - - ,� I �_gg �, 11 � I \ I I I ; 7\ 1 I --I------- -366 ------ __ ------- ____,_ I / � I �� , 1\ � � - - I I I � I I I \ " , , , � � R �, � � � I ; � \, I i I � I i , -��"/V� -�, v " I / I I I , \\ , I I , \ \ ,\! I _1� / / I I i f I I I I I ,I I\k,\ %�, \ "m I \ , % I -�W' . � � 1 It i I I I ! � � 1, %k -iR-3"6"I­,,,�"',, '. 11 � 16" , '\ � I t I ,­ I , - ,'I I / I " " �%p I I _�'i All ?" I I , ; � � 1�, \ - '� I -� )`�­f / I / / I I 4\ \\�jj 0�0, � I 1� ,%�`'��,"-"'_"�� __ \ , I \ . I i i / � I I / ! I I ( I, '! " �, i , �p I \ \ 1\ � -'a"', I - % I $ \ � i I i � ; I _ � " � ,(- � \ , 11 \ , I� \ ­ � i\ ­ \ ­r� 11 � % - \ "I -41, 11 I ­ � , 't, i i ,I I - � I � / ! �6 � � , I " �, I - ------- t I � �,o "I'll " ­-­ N , \� ­ - � I I � I i _ S � OF t �, -0 / I I I I , � U61 11 � , "", � k ,%,g,, \I- ------------- --- , I I , # � I I (V,� , , '\ - '­ag� '� i j \ I � , -,----------.---�..----,--,------. " , , i I I � I �1, �, 1, , 11, \ V � � - g.a. , i I I I\ � � � " N i I � I i \ - , 1 , I " / I "! --- / I 11 _ - , ,,, I ___ ------------------------- , � � � i I I �� \ � & """""', 1, 1 " � % \ , � , -C:> � I T ,I , -.__-..-a..__.,"_.--___,_ - - - ------- �,__g!��,___,/ DISTURBANCE � I 11 '! i ; I ,�> \ , \ % , ,..�,, \ 11 11� , I I I �1 % . 9 - C � ,,�,", \ 44mov�\ 1 V LIMIT I I , " , � i % , � k 1, \, I � � � �, � ,I �� � i t I / , - ­ " 4". --- , 11 � j I � , / I / I ; . I ! ; -, , " .1 -- -_ I f I � I I � � I I -� I � \ N - \ 11 ,Zl , � � � , (11L4SS i i I I I , -_ \ 1�1 j,',", \ �§ � i \ \ \ I 1 1 1 1 1 I I I . i \ - �_t'x I / / , N g,'�, I \ � 11, \ , , , 1'1� - " I �<___ \ I , I � �*', , * , � lqlp� RAP 1. , I I t ) � , I 1 ! , " " 6),% % � %\ ! . � , \ � I 0 0 ,.. 1\ /I ,,, I i I i 1 / / i I / I I . � , �311"111'_� 1, I . I , , / / i I , , I_ " !��i�� ______ ___ , - . ✓ / B',& -­ ___ " I � I / I I i � I I , " - , % % I , , , I � I " I -------- . ( / I y 'I I �§,, "'g I \ I % I I I ". - 1\ -.J--- - ---- -_ I I I I / I -­_ q -_ "I I � - t i I , ­_ , /I '� " ,/" N\�, ,______ d � \ I � 11 , a ��! � g �6� ,I 1�, I t I 1�--- I I'll " I , � � % �r�, I . I , I ) i I i I ----- " " � of � I I /I _"�� �71 _�/ I � � 12 IR -711jM_ - _­ _­ -- --- -- -_ -_ i , I � �, *,* , � � � I � �q I \ !!!�_ '�, , ,x ,$', I k -�gil' , I % , I ! I ..- (O + (!) (9 . � , - � ____ 7�2 - d, I I I / , \ 11�I;l � N � I i 0 9Z i " '4,� 'i ; � � I , 11 \ , 1 ,I � � I �, z c� 0 c� a- 1--, I _ft_%ftft \ % I / I . -J?'? , I - �, I , 'E", 1 1, \ \ 1 '� I � ii I � \� 0- . . I -9/0-- ��_ "I I ,p-_____, -___111' I 1 14�� 1 i I I \ , " -_ i�g�­ t , , i i L, ck- . � 1 , 11 -_ � I � I � I I - _____%*4, " " I 1 I I !� ,�, I i \ -a I " _� � , \1 � m*�4 11 N � \ , � � i . ­114�­_ ­ ____ _____ - / f` I I 1, � I \ - I I I -_ � / I I' � t , % ,,, I % 1\ \ � i 1� 11 I ) � 1, I - 'I _­ J80 --- , , ; ,I � �1� I" --- - -_ . 0 _, I , - \ I I, ,,�,,�;I, \ __ I I , 11 , - // i / " , �, 11 ,_., ,,� ! I \ '� \ \ ,/ � I � � cx� �� , or � _11', *ftlw&ft ._�_�, I , � ", i I ? --- -_ / , f ,I k 11 11 I __ -- - 1. \ I \ - I - �, I ! � / -,-,---,--. _/ I � I \ - . � �, � --.\ ,X_ , �5' - - ,%t% \ _ - - I I � - 0� I ___ __ , - ! ___ -_._1 __ I e 1\ \ - ___ � --- 011111 1\ \ � � _ ; 1, I _--------------- / \ , *%� , \ - I � 1,�, -_ - ___ 1, - I \ 47.1 i * � ___� d , I � I I � , I \ ­­ -\ - I I , " - , g", 'I 1% %I \, I I ------------ ftlivalft ", 1, "I ',- _______________.,______, ______,­_ - tw, , I I � \\ I I - " - , , e I , '-------,-,--, ,,, 9,F , j __.. ---------------------- - __ - >1 __ --- ,______ - - I :--- I - ! ,� J;�g 1 I, -.- "� __\ i�i % -17 \ _____._ftftftft , ,f N \ ___ v- ,� % I 1k, � k z:�68 -------- ", � ; � 4;�e �� ___._�� - _ , ", :�: 1, I \ ", - ,�,�� � k4lk - - - - -, , 11 \ 15" RCP f I \ _ , �§aj, � % ----- - I, I \ 'k ___­__,_____Zu6__ "I, ST __/ --li 1�� e I I \ I'"I \ 'I- , ",-@%�I`!,� :i" , - % 'f@0.81% ------------------------------- 11 1, 1, "­-­------ , - ,""i", a I : \ , % \ , - --, � � � 1 6'- �, �, � - -, / \ "Ill., , ,1, - ��, - , �� , i i \ N I , 1\ I --- , I , I (ft*vA.___ -------- ____­_____,___,_­________ - ",, --,----. ---:: 1111;� � I \ I I - ,4?v_ - � ------ _ - � : ... I __ I— PROP. R - __ I " I 1� 1, I" � / I � 1 Alp TC 364.25 --------- .- _111,11"Iftft- - __ __ OW _­ ---------- _ M "i'll, 'e, � __ ----------­-------' 21,12- - ;o_e k � , :� __ , ,� - - - __ N m --- --- - - - - I I" __� ", I - ",I i . \ ___ , , I ----,r---------- 2- bim : I ­___ , --- ,______ _ --.---- I I � � I I \ - --I TW �jiu.. I" I I I ,: � - - ­_ I , - - ST \ \ I , , - ,f 1, � � - -,,, n, A% . _41? _ a -___01 : , , ) Mftk - X_ i __ I , -1 , 0 _� .11 ­ 1�1 I 6%--- - -_ I 'I I � I " , � % I - I - , I , - 20 11 --------------------- ------- - --1 1, b I ____ -,-- ______ .--- '- - " -,--' - 22.64'- `:� \ \ -4, ASPHALT TRAIL --I--___,,--.-,- __ - i 11111, � I � - , ------ ____ --- � - - PROP. 10' I 1, N\ , I ___ � � I 24" RCP 7 _. BW=364�5 " ______ i STM G 363.7 X 0 --- iii;;I� _0111, 1111 3?'m \ I __ I I.I., I ____ f . - - I - _____ - , - 1_� , - A. @ 8.7 - - J, I , , I � X, ___ _- � -9619 --- --,-- - - 000-M, W. , � Ill1'1111i, : \ % ---,--- � � -- I I , '___-___-______j I 366 _____ __ - ----.-- X ...-i'11,11,12,11 - - I- ___ O', / -7- � 7777777 _�� - : �, - -:; � -­, , - I __ 1)� 11 b k , � b I 11 ___ I ,�� ___.__________ b . ,�,' � N � - 1'50 ',, -,--- ------.---- I 1, 1� ------'-,,, g - - -1 I - i , - I � � _____ I - - - ____ I I 01,11"'I"IE % ___ - '. I � I , - I ­ . - . I __ ___­ - � �, '. I - 11 - - 11 .. - � I -, I �� I I .- I I I � - - I I --� -I------.--- 1 8.83 7 Z:� \ , 11,11 _­_ � ­ - - 1. , 1.11, __ I - 717__________ _m,, - __v - ,� I \ " % ", ___ _- __ .- ,--,.,- . �: __:L,�, - . I ___ ___ ­ __ m';�� ­ , , . - I __ - 1. 1, � �i 7_ I\ -,- - _,�_ 1. - ­­­ -1. 11 I I—: _ - -I- - - -1 , -,--' '�"` _: ____ ggk � - - - -1 ­- -I,- ''''. - - -1 I 1� '' - co - 1A "­ ­ -- ­ I __ - -1 - I � _ __ : 1. �_. - - . ­ , " �, ­­ 1� 1. - I- 1_�� 6 %% I 1111 - I 1, __ �,g_,,j .1 1 `-�363 5�5 . � , -1- � , __ -1 1 � _- - ',� - . __::,,, :' ;-,� ":- -:. -��, - -,- . - I . - - " ,- . , z I ­'. : - _ 1�­- . I - 4. u� , __ -­ . 1,� 1. - . , , 1 � '�- - , . � ­_ I : '� - :_ C11 � � ­.� I -1 I - , - . 7�_ -_ 11 -.. I .t - ­�, - - . I . . I I I �. ­ - - ­ - , '_� � - I , - - ­ I I . �,­ - � , - - - - - , . _�_ ��_ ' 1, , ;_,,i, - . 11 - ,.. , �­ I - - �_. .- ._� , __ �- .- �, `: , - � � ... - , -, \ ��_____ ,� -,------ '1000 - i , - - - - __ - ,- - "'g,", I ,\ �____ 0W___ ,!!p ___1 I �.., - . � ­ - "I - . . . :�% �,�: � ::� �'.,'.� - � - - t - I �_ I � I - . __ .X � I,, k ___ �__ - 1�:,­_ ,_:,_ �.- - � I . - - , , '­� I ,- :--.-. - - - -1 i- ____ 1_1_1 - -, ,. - - ­ , - ­ - � � __ � - � I - - _. _. -1 11 - - - I F376�-� ___ - - � - - - ,. - �,� �,J_ � .. - , _ , . - -11 I I - , I - - I � 11 - I - - 11 - . - I � _ � __ - _� �, . I- - , , �,, .. � I - - - I - '. --- "I - -, - - � . .- , ! """"" :P>�� - TC 363.10 c\I . ,� , - .. I , � I I __ -- : - _ I .., - '. . I _/ � -_ �__­ , , __ .. - , - - .1 ,. "�a __ __ __ :11 - . � .. - 0 I _- I 11 V_,�,,� i ----. --,.--.- __ 00 �- �_ - \ \ ������ ." _'_� _'_ _�_mll ... � - --: /Z �� __ � � -.-- __ I I � �11 . 1_, 0- �- --. >- �-� - . - I c I - . . � - - I- I . -1 - 11, Z , ''. .111.1.1 "" , , - �.. - .1.1 �'.-. - - I - ii , ", SAN I I - , I " 'f;f"i" 1, 00 - � __ 11 . - - � I - �. - � i. . I - . I 0�_ ""�,,,r,' ;0 - 961'R , , - - 1-1. " � I I . _ ., __ _��� � I I " 4..'t"'�,I" ',� - I - PROP. CG -6 ���-_�;;.� � � _: �� -- , -I , ,,,,, �- - - . , , , :_ :_�--, � --- - -- _� __ ___-, Z) I IVI) _­_ L( PROP. A51I - _­ __ � I---- I p- , .,_--, --- - I CG_2 ­­ - , - ­_ �� - I �t,�-,ggvl,i" -, ,TV,-,. Idoo-0---u �,t' ---- , ,------" - _� - � , . "I Uq; Ine -:- il� - 946'R ­ - I -:v � 11,�p "I t - _____�_ r ­ : ­­­ ___....­_-_____ I �1366 07'--- _ ;.on - - , - - _____ __- �U',��, :� � I- 0 ___ / -11 __ I,---- ______ 500'R - ------ .... .. , A� - - . : % , , , _� " I - p-__40000 __ ;� __ r) I PROP. .� _.___ - ­­_ I � " .. I �� � 1Q. __� '100 ,-- ,_� 0 - __ _._,�_ .: IC 36 �1. PRORSTREET // : III 0 I I - .__ ,_­�_ 1_ 01 / I I 0 26+ 1 - -1 - - . "­ 11 �� ... ... ... . � I _­(ev I _- �._ NAME SIGN ,�b4 � ;r__ 24,00 - 25+00 0 I � t loggalk __- I . - - , TIC 363..60 164 3+00 C6 � i - ______ 1. �� -'_-_�:,. 1- � , --,---.-- -I-- ,- . -_ I '. �� �"'nn - "I �, z ____�---I-- - ,)t�V__1- - ,- HKUH. 4b' c� ----- 22+00 �1'11'1""111"11­1�.______ ,�, ;.II `��--- '2�6��q .--m�__.. 6- _ I,— I _BENDS _9� C6 555EEi��93 �R - ______ __ ,�, % ,EEE,I , � .- ­�, .". ..I . .1 \ "",, I PROP. SAWCUT- \� 1, "- 1,.. I -1`111 � -I I 1, 11 I \ 4,16,1111 l� 11 11 & :� ~""`~_,.i -­ ---,- - -, _�­ , - 363.10 cl- ,__,_ _� 1 ". -fTC 366,0771 " 11 R __ - _1-1 - �� . 3 ',-- - _�� I -, I--- 2�+013­ - __ - - ­­ I � _____­ - -"-- `41111. ""i 1 I. �5____ - ,;-'- - I I :_ . - ­ - _____k___ __._____.______ ---..-.------ -­ ____ - � �­ - - __ --= ms� '�#Nmmmm rmmmm _ --- - --- -..-.-,- ____ , ; - -1 , I �N _� � --------- - - - __ L__ �- MENEM_ " I m - � - ''. I � ____..___._._­___ _________ __ :� : lv;__�, ___ ____ 11 ____� - ­ �_����� -111, 17Z:____ I _ --- ____ ­ , I - - __­ __�-:� - __ I - . ROW P I I_- \N_TC 363.70 . ----- - . - - 2 Z - , ,--- - ------ ---- - ­ ' -iii--l- - - - - 77!!" __ I - _­ --- 6�6� � - __ ------.- I - I _.___._.__., ___ :L - T!M�F ___ __,u 1� ­"111pi-m-10 m_ __ "m r -I,--- ____ _-/-" - - -' �6 �3� 1 ,- I -1 � _______-tm - - , � , : I - _--jApiv m ___ im, & - , 10 __ - T � , - I I , - . I i PROP. :� ���� 11 - -, ._��� _..___1-____ :�__ --- -_ .:.:.::,.:. ,:.. I ASPHALT T �� :�:�:: �_ - ­_-, _ - ­ -1, ., C� _ ___ . ., u , _::� , ­ . X_ \ ____ - W"______.00_ - - ,� too �",T___-fi �v, / _ ': :.75�_ - �%3:�::� 1 11._-__� - 1. 'cr 11�q � ______1 ,--------- ____ - omwommm ,* q�_�-'y ------- \, \�_PROP. ROW i \ %, , - � � , , � _ , ,--,----- . ­ - r - - _,dF ==��=L I - Z4 mur- ------- i - / ", __ __ -1 , � ___, _ " ,f, \ I / " - I - __ - ;;�� �:��j 45.05'- 1, ,� "(a , iv LA� tLIDL N __ ------. __ , . I.,., ?.Q�ki3`3 ��,_'_ -, - ­_ - - - __­ - W � - , - __ - - - - � \ &, / ()� IUAVPmklvl \ � 'I-,' _�,�', -1 - ­ - - - i It," 41 _r, �� 11� I N - -------, �� - -j-_:_-15u �� I - @ 8.94% TW 366.00 U , , _ , T"tj p ., , - , - 0-000000*_01-9 - , 24" RCP - " - I N 359. , �14;�: f] I I I - - - ___ _:::, __ ____ ­� m,__,� / B 10 \ �-� �>--I �, N_ __ /va - _"Im , � ,.�& B <,,\�, , ­ ­ - 1�- 11 4� 1 - � PROP. GUARDRAIL - LIMIT 7OF _____- __ Ill - _� 3-,0a7gW_I I /I � \ 1-- I __ " ,,w"'\ , _-`__,� _____,__.___.___ � ____ I I'l - - - -,V/--,-Y��o,-�--�:7"yl",---­_ (�?/_1__-396------____­___'_'____ CLASSAI I 1 - �---\N _- PROP. CG -2 - __ , --,--"--------- I % 11 -, / PROP. 16 LF I \ -, DISTURBANCE - I'�__ __ �Wm__ivjl �,_PROP. 12 LF �% 1,'�,\ @ 9.03% _ I , ­ -1__________________�' _ M LIMITS OF--- _�IIlliilillilililIIlililllIlIll ,UP�_ ----- RIP RAP DISTURBANCE '% 1_� -II, - --k1--:;;_ ----- ,� I I N% 1 "I -- � , ­ LASS Al R I ; N� _,110" - - , - I -, - _ ___1 " ,--------- : I 'kn"11,11,11 \N-- - __0/v---__,�& , � - ­--­- - `1`151R, 11�: �i:: �:_�_, "I , I - ,__ ____ i -_-I- -1 __________�. ____ , �_,",<�'f,2111�, "1l" C IF RAP �� G 359.00 '1� --------- S" , - - J7&-- - ,�, - , � ----- , , , / - , al --- � I - 11-1, 17� - , , ___ ___. il-1, I I - ______._,__ ------ _ 111.1111.1. / ,---- _ -, --- _cjr- - ____ _r__ - -'- - - � __ ----------- TO----- :.i��ij:i�:��:i�:!Ik�:, ��� , , I / - ­ __'�: -- r�� - -------- \ , - - , �', ij � �: � i�r, 1, � _" , \ � __---- -, I I ,___ ", " ,--/- I 1, - ,.�,i',', , �,�� t� I. -,---------- __ ___1 __----- - � � "" _1�11fi__�:.__. - , , , , I ____ __­_____ \ I I __ , ­:_­ - 1_____,__-___. I - , �(�4I3 - _ - co - 4__e1X_, , __ / 1% �I , - -_,�, I � �:, 1 ��, � 1, �: I _,!�;:��:��.�:� _----- _ __a� - - � __ � -, ,Y: OU40/?441: ____-jm ___ __ - ___ "q _­, - ___�� /11 \ 1-_, 11'1� ___� -�­� �i ,,�\ " - ______ - - -------- ---- - , It I.", I � --,-,. " __ -, _. I ", -, " - - I __ - -- ��n - 1� I ,/ ____ , 1� 1, '-- - ___ � - .1, �1111_ - , ___ _, '\,\, - iyj Ire--- _1�1 ; _,.',r"�­ - " .,_ " I ----------- -- I - _''�­. "-\, I --'- - - - - ��"�,��N­t_ , ---- 'I'vIn- , - , ,� - - , - -D , , , ",A- �/,// \ ,,, f ---- - - - I / --- - , _____,___ I I--- PROP. TREE LINE _- - - -,- _j&__- - , , - - ,e_� ION - �4_ ­/ '. I - -,----.- - .---------- v - ! -,.",r, - / � I .',r"�­ - �0 Z `r,,�­. I ----,-------- 11,�,­' I __ - 0� .__ __ - 1, I I I - - , I � ; _r,t'_.1 -- -- - - - I - '1� - - - mi"ir _____ _- ------- I � , , 3� ­_ - 1114"'A. ----,----- _0H, __ _11,,,�_ " ­ - .f, % �__ ___ 0-j-, I ` �111�1'!11',K -.----- _--' __� -.- - 1, , -, // ­ N \, ,J'%� " - �W "ll" - - N,-,-- - , - __ - G -- "p" !Y'._..,,.,_ I ��- 11 ----O _.- / ­' i � , I - Q: " ---------' ___ --- .1 - ­_ gp'6 -- - -,I,,,,,,, ., " 'y / � 11 % I P , __ __ N-�,_ __ 11 ­_ i I ok) _____X� ------ �g," ------- I __ - , . "' , ,��,,� 11 1. 1� j I I- I , - ­Zl 1111011'111, ---, - I Ix .1 - " q . _;;�\u - 1',,�, 1\ ____ 1, .., \"" i 1, \ " _ -_____----- , , , -, , I I 1=° ____ _­_ _360 1-1-u- __ __ � ­, " 1, � I \\ \ , f �1,------- -----' --- 11 I � I �,,,-t,�,,,, 11 - -k ;�O - D" 1, /, �, I \ I __ I , �11711�� \1 I \ , -Z-- _"� ,--I-- _­"_," � 11, � - __0' __ - �� -----,.---" - I,----- --\\ ,, ", I �§"_ _ - 2- ___, "",-, _­�:_ __ - , 4b!�� ��, j,g"­. 1k , - , i \ ��_�,� .3I ? 0 -119 3b , -1- O/Y_-, I - - - - 't �� - � I �D _�� � , ,-- , I - , , I I "!m�z __ gk� __ \ ­i_� :;:�;� �� bA � rf-) `�ml __,,��OH 1� - , __ ,���I , m",__ - XA -1 , _c -::: " -,-- 0 � �,� \ I 1, \ ,� ! I 11_� �,0�*�,Ii I , -, ,----,-- f, g(Ol t I 1�__O/�,; / I- ) , 01 ----,- __-­��_ i,'_, ," / , , I , , __ " / - _�� tp , �_�, ,)��_­� 11 r/ "^''"J rvl� � __-,u2__ .1, �� � 1�".-�._ - `,i,,_ - _­ ,,rr N _____,____ - I I i I- -, .--.-----------.-------------,-� ---------- \ _/ �4,1 �"",'�i� ..... ....... I I - , \% I _// A,-,, , _ 'i // 1, - - - I , , \ ', - - 'Ing / / I � 16 , , I - V __ 118 � , I ---. ! � __ - , Nl _ , , , I �, I - - I , I \ , I 41;1�11� ,,",__ ',- --- ___ \ � - - ....... .Opl 1. I I—— ,� , gg- �� ,,, I I " -"- - - , , , , __ " "-­_._,_,__­----- � "'g",".", � , & i .. �, , 11�_�', I - - ,-- --.-- , , _a1_1__,_. / I- - 00 __ I� - I � __.________, , � ! , -190 v _, \ &;6 1 _ 1, "p 1, \ I . , , _ 1, I 1- ­ ; �, - I ___ 11 - 11 - I .-- % _04 " � 1. l'!� � " " 11� I 1.,, ,. �i�',� I I \, I 1, I . I � I , - - LIMITS OF I � .:. �i"" �, I .� , �� 2, - ''. - ! -'i"", " � 1� ,.,1, � � " %� � ;�fi, k, DISTURBANCE , � 1 I: �""",� "I , " -,-- __ - 1, 1, I \ /I -11 ,,,,, --- I I -_ I � �."1,gu - , \ I " I ,:F I 1 , , " - I I , � " I - , ��4___A� -"- , , , . 1111811�11�1'11� --- . 11 ', , -PROP. ROW p _._____ � I I V, - 11 " __ ( __ --_. ., I I-- � I I ,_ -1 / _� � �� 1: - �6. I -1 , "I ___ __ - - 1, I I " I , __4 1 I I __ _ji9__ ___ - - -,- _ - __ - i " Mll­ - I " 11 11 11 I - I i / 11111111 , r I -,----- I " Pte' - I - I I I - ... _� I -1 11 , � �, ,_ _ I __ I I 11 I , , , __ k , - / " 1! - _\ " ,:�r '"\. S I - I � , , Y1 -9 - � , 11 * I I // 1, 1 __ � � \ --,� 1� � 1, , I ""I , �� _, , 11 I I " I , _/ I -1 �, 1Z� _-, Z I I" 1, � ­_-, / t 1 6 - . , -", I" % ", " �11_' 11 --- - - , I � " Z / � I � I I � I , 1�111 I , % 1, �wl I , ] I , , 1, I � I 1, Z , , , I , , I ­­ - �, I '``v � " _­ --------- � �_-_, "-, � , , ___ / , I I - �1 - / / "�/11" ... I i I I I -I----.- 30 15 7.5 0 30 � I I I I I 1 POLO GROUNDS ROAD 6111111111111111mm%I111111 I � SCALE: V= 30' 1 "= 30' IT k151VI52000\DRAWINGS\P1_AN SETS\ROAD IMPROVEMENT PLAN\VI52000SSO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:55 PM LAST SAVED BY EVANAEWMAN F_ PROJECT: ROAD --s PLAN FOR POLO GROUNDS ROAD AND BROOKH1LL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 N. VA@BohlerEng.com Fv� LAAA,g V1 wro's @�_ � ig -DANIEL R. HINES 'Pp .0 Lic. No. 043176 Z I 11, A 4 A11 7/31/17 ,k/, I " , I I , 1, 111 � � ONAL ''I _1- - � SHEET TITLE: I � SITE, GRADING I& UTILITY PLAN I I SHEET NUMBER: J" .. `ld dP. fj Iff fYt PJ J trd t rf`I ff { / J fH.. I / tf 1! o f 1k ` t /r rJd J7 Sf p' If ff P ttd ! If f t f/ � � ` ,✓ 7! ! If 7f if jf 7pJ f fd` IPJ I drY fr Jf Ft t� 1 6 ` �"7/1/ O/� fl (p F! l s ! 1 P J d 1 df J' td t fl t QA ! f 1 I fi fr IJ !" :t r✓ f lJ }4 r`"]�/� P If If f ld dt fdf tI` df fId Jt df ddf It! , t_`GT � ff ft rf } I J/l % f ✓f Pr rt fId J fdJ Jdd fd/r A' f" ;t J / t/` J/ Ir trp fP rf 1/ t PJ Jpdr f r } 7 f ,'/� `• IJ I` 1 ft I f J 1 I f f if JF ,! tJ �¢ dP f d pr '"i ! �✓'7T [ t P 9 ;.� J1 fr ; / Fr rr fr' fp if ft d J ✓ f' f f 1/ i d f 1 ,,YY //j// dl Prf "If ..,.. --- f >F FJ P rl d°J if f ✓ F f ! d P P f 7 /� �r \ fd r f ✓ f J / Ilj ' J` ,, 1..,.._.. t d tI Jr 7 \�,/ Y frf f r fJ � Iff 1I' tPt JJ 'i, / fd ;ftf � Vim. � � /N'•` � .-.^" i t 1 � J d � <• jf JJ f If t ✓ ,i t ! ff \ An t f f J r t < ` < ✓ J y4 a �F'. `�' tl fC? Jj f 1 1 °i 116 � .! rf f f df ( ! ° i f`/ J✓r/ t y / ff "\\/ oy.J A'(f FN ; ; ���77 biy ��p+rOfp TC O f I I f i i i �/ � t(,/ t • C(� y51 T j/ f Jd dfr Jt ff ,° 4i /✓✓ � ,l r' f 'f�/0 � Q` r � S6B �` > �� �' /L/ °Yl W ✓ ✓ � t � fJr v �,t/xS0 � 4A8 c ; k ii f 7 fJ ! fib (Z • �6 AI t I i ®\J '�h.sJ).Q.O rf P JYF ff l ` J 4 if I r rr Pr f AN If fr Iff j/ Jrf,.. _ _ _. _.— r d J tt r e! t r fff ``rrJ;' t�AlQ F 1 !' NO JJr''' k ''•`I t j J/f f J Il dr td fJ j 'S 11 -^ _. Ip dd f PP f` t /!(1ry(]�* �.,r JJJ / JC t1 i "`'',a'• ,✓ C!C J 1 r / ! V ✓ ,r✓` ,° 9� I •.'F%i.' t0% SISr rpl Pf If 1 Et t J! f7 pf fJf j bki J;f t!< FJJ f I J r SO 6 f i ! Af it 1 _, „„,..._--- ._.- .-.." ` _....___. _..__-"'f° P! If f!f ff rP P f`---._" t �j�V� ,/ d`'r ✓ ' �jSB '' O IJ fdP /' �"t C„V 7• r �°/Nt!` 6 4f(� ^5f `5d6'/ °�n� ”` \ "______f IP / d r tP r J ;y "tLfi ✓ � /t/l/ d f f r t 1 Vis. ,i 1 S � _, df 1 tt f // dr i P J .'�r�✓" l i p 2�,' j—'"—^. _.... `° 1P % /"'/ 4� /G,yFFp rP d If IPr ( f p r 7 j ` d f✓m `e...,_,,. !! dt J Pd t fr pJ II % �`� _ \ = 445.33 >2 PR P. 12, f✓' TC +_ '` 1 RIGHT TURN,// ,P" 1625 39.96 -TURN LANE PC ✓ R JJJ/ LANE OFFSET = 12.DD'` tl t f d J P { /' f d f J fr/' / cd=. 7?' f• A .4 t� R0tO •' � �'`` �'TC ty f( f fJ ff tP Jr f7 fp J! fd L �^, I ff 1 � Y �, r J .✓' R�y� � \� \ A9 f frJ fff ftp If, I dfl rJr Id! \ J !i f f!"/ttr°J J•. ypJ / ✓ i r i r d i I tJ fd 1 rtd ,PROP. 10' kl� f i / 7"N I 1 f f P ^^ J 'i.. r f ! d ( r r d ° } ` ♦ - / ASPHALTTRAIL j f T,2..1. rp I Jrr✓ ' / O/iST/JLl/ i i i i % r LIMITS OF �t! 1 f �/p Ts f9 ✓IF\; tf at d(f Itp tf 71J PfJ fr rdr r( Pt j DISTURBANCE .f 1 Ff // rIP / 9"` l , FJI B'9N FFf St ' I { t ! P rf ! 3 � J tf rt �f( ' f= ft~ / ,✓ f rd � df J i ! € i I 1 f 9 f If r i P j(J \\` ✓ `✓" /t 3 if f f f f f I 1 f r 1 t`,LV ✓ ' J '/'ff d JI J t f E { P J I i I d f Jf !f rt wM 4Q�' /� It '? it If IJ fr pf dt d! fp f r! . � (� � ;d �Q� 'i ^. f! ! dd dJ �/ I dJJ J f d J r {�Y j Pr # t r ! f ! ! J tfr !� f ! - rf d F fd t d / E d 11 J if 8 d f d d ad f f ! f f 1 J f 7 f f rP 1 1 # + Ir f PJ t FJ fJ d tf ii ,f y ffr J it j/ dr fF tf r ff 7 t !fJ Iff J f*t f! dff r/ rf rf f 6'\ d/ Y ry, fl td p!t f /'r Itr tt d / yJ ,ft 1 J t f l r P d ✓ O f` f t f \(\ 1 t p / d ff t f id ! J I�' r ` P tr d t F J Pf / ✓' f f f f / F J t j� / ,,, t f 1 t f' tl i F J fr r 1 rf pr ''. r7 fd rP tf t! `". AAO rr ✓f !J `� 8 tf Pt t rd tJ ^' rP fl dI I fff /J IJ Ir tr f f rf 8i If it "'"�. p dP f rP dp f° JJJ //'/ F®/ Fy J'°t 3 i f f i i if P`t I dd d If p tf tP tr ddr f % jj/ ff ! d ! 1 f d ft pl d Jd✓g Fr / 6 ' { 'y t f JJ , � f' r f /' f t ti JJ ! tf r r PP P ` J \ f ffr ! P ! f '; y } Y t ri ff r` fill IpJI dit ti JiJi d0 _... W....._ i / ` .1__..,... sl eP i pf F t' J'/ ✓ /� '1 S '} t \i t 7 / f T /(f f 1 J/' 1 d F f ✓ ! t { 4 L jk i 'i t ! f d J d i �$, it t plf rtd J frr ff dlr dJf / rJ !tt f ,, `t t %� \ f Sf /Illfr Jt % /` t t r pf r ff r d i dr I // ti f f 6 t TC = 436,75 dJ tf f dd fJ if ! I : p 1625+39.96 = END TURN Y f tI ` J' p` tp` J✓< ! 4 E j f f F ! �r r rJ r' tt ! rJ /f fr f }j; LANE TAPER; fJ rJ dt fI ,t ✓t JF i i f t �((j / f BEGIN TURN LANE fPr J r If tI t ft t! fj i °J ( ( \e OFFSET -12.00' Ypdt /✓f PJ J tp fd J lP j{( dd tJ ';y/ J r r % r f d dP p° � fJa J _�,:Tf9' f J rf t /rlf tr p / fF ll d P rJ JI //JJ ✓ I P d `' ( d t II pf 1 ff dr (1 f' 1° P � /Jj i fd ! f!p t Jpf dt /e e tJ / Jt / l/ /J b�J I'�y,w % lr JpJ f r. 7f r 3 f ' J ! t 1 f f f r1 9 p r t ✓ f !.t J '� J //( d f ✓ S! if 'i //P1� d 1 f P` r rP d S pf !1 f/ J''✓/J lJ lJ F,ij� t /t Ff ✓f ! ffI fr Jf/ ed1 (% J 1 e t° f J j/ f + ff fdf !If pf` dr tJ ,/ fIt Jjj f/ f''� J JJ If f dd f! df {t f fP y'S J 8 I { it Pi dJ d ff 7f / tt ft n/ p J P rP' I� rl ✓!J r ' P ! p f i d F I/ dp I` r f J f If f f Ir J R) J ! ft J d fp JIe t r If !I d f! /, cy. J f Ip !' fd ✓J f 1 I I� If 7 J / J t t € ✓ t d ttt r' f frr f f i'<J ~I�'•' �.y J (Jr p vldj fId t>"` rrf if ( 'C"fd``f tpt (// J✓' dfs ✓rf pp` jp/ r/ PIF ddd Jff j Jd � f '.. 1 JrN % .`• ftP ; t ( td J r rf ° If ff / F• ft ! > dt Ji' fJ f I If ' 0 i 9/ f t / 9 iflt, r I 7 r I pJ rd fJ 7t f 1 f r / f %,F / f d F I ✓ ! f t p! d r r fp JJ f l° r dr dr"/J i / f` t' J// II%Ir IP r` IJ J r` It I/ t ✓ f fvF dd jj/ a___.._..,..... a. { ix /r I� i f f / d Id/l ! Jf Pr fJ t1SJ fr d I pf d•' Id d t` I ! f } � i� tr ii f f` / j fP di f `�U if ✓I/ p tJ ff fff fff If/ IF 7 Z / ,f l P ! I ! f J rJJ / I F f ✓ J f '�v w. f rf/ ffS\ f 1 tf fJ' fJ%fi ft � rf) f'� 1! �t ff tf Fd' ,aP /J frd �g /J'/� # 1 p f r F r 9 d ✓ // N) 1 �q,�,��^3 Jf rf 11 ffs fr yf It fft % ,ri d 1 f' 11 11 fl JJ 11 j ' If Pt IJ If II t ! f I` t If f1 ,6 r IJ ! ff Jt d fr t r° rf f t I / ✓° J ff / ✓ 1 i J //% /r ��lJ 7rf ft P !rpJ � IJ ✓f f Ft i /d J fI d< `J It /' J ! f f f Jf ✓ f N f Q� � f Sf ! f✓ pd ! r f � r fI d l � � t ! / Cyd t ! f � d tf J ,/ � III t pf t J r II tP {,..'y ! f /ff � F I ! / J i p d !t r! Y° f( f t df J J Jl JJ I lf d ! If P Ff frJfJ r f p! / /J // Ov ! ff !p d r! r f / IP p' ! (f J f df JJ Ir ''/ f JJ i J J/j 3 / P I f f 1 f f !f f F t ! f1/ i F ! f b F I I l t Jd f I' d1�I // Ir I J! F ! J IJ J p JJ ` J 51 w t fr I , //I i! f" r If F Jt J f! r J! tt 1 f f1J dd ft J jf 7ft JP If) fi 4 r di rd d?fit tf f f✓ It It I 1 dJ f i' t �f 1 f f t d '� l' p tJ JI d'I .. J J it IJ fP ry r t fJ [, d r r` r° tJ t d J jf i t df tr If t J I l J f I ; F 1 I t tr /t p! ✓ p fir f ( \/) � Q � f f / dJ I I! f d f I r Jl I F fP J' / �0 if rr ff j I tf ff If f df, fl t tl Ir 9 IJ dF d J �" IJ r f dd pd f/ Ct fI / ( d, Pf Jt / fd f' Jy df tdt fj% r 3 ff %dlf tf p/{j( If J f f J ff fJ Jf f f! f t f rf f i t J Jf J Jp' Jt � rd pf if r tt I f Jp ✓! I PJ lI dif If f 77 if tJ If 'f i, ✓f f ! / 7 I F f f ,rf F ft f ! d fl fditJt ( fi It rJ sl Jp if f'` d® ✓ f dfdF pf/1 7 % d d t d if f 7 l (I frf if ItJ ft /pJ FFf fffi frp" lJl fr/ ' 1 � p dr°1lJf ftp r f t r f It J° f J ,f d Ff Pf I f/ IJ t f f f F tt t f t f dJf f 7 / f I d f I JI` rt ! i r J8 f If/ fr f f t /j p d P d f I 1 I J f � � � �?Qv ft ff fJtdJ lr tt if t jJ1'fPf dr tI f rJ !l Fdr dJJ Jtj l° ffs~ a r,. .I tVJ j / f7lf f!P�pl 7r < fr if I! tf if f` 1 df JJ If rl ^i t Sf 9 fl rl! fdf pF dr tJJI ff frf ff /l ` fF F ` AF d' f/ J J I ! f t f t If I (! / ff Id fr / JJ f f✓ V, y� J /r` fJ/ If/Itpd rftffr f i fl II tf Jr ff' d! Fdf d 1 / J J J,f Frd J< /I tIIr Jdlfl I 't !P Jd d7r l' f if JJ Il d! TO = 425.04 (fjly fffrff f,r / ttt /<d II tt II, Jt .1622+40.88 =BEGIN TURN ff j'fiCffft d7 trd /j p if If f tl JJJ / yt J tt d' LANE TAPER; '; IrrI(pPd pf' p tf if Id It t` FI If /t t' OFFSET 0.00I I,IJ pr 111 / JJ a� `f p f l , 5% ff d, IlJ ffrr! dt `Pf` f � r Jf p Jfttf jJlllF p /ff P f t PJ / l! f✓ t tt rf fd 1pltffff Jf IPJ !P (J PJ fr tJ / /f f JJ 1` �. a f 1 � ! ldf ✓PI€ t f ! i / � ld (/% P` IJ tt / fr pr ftlrfrl fIfle Sf /jI df fI !t It t It ! J` Ir J ,, f � °PpfJfl'f't�IJd rf I rd 7I fd IIt JJ` IJ f IFI t, JJJ \ � t I f t r I PI 7€ If It I1 I II J J 4 J J f r 7 f 1 P J jj)/ 1 I d f / r ✓ J. i Ri fJl / fJdJlp�f rP ifJt fP I f ff 1`r !t ` PJ' rft Pd Jip dJJ p t F!` td /jffd)fdr%� t�f If f tf rf fJ ff F` pr fbd ,f It' 30 15 7.5 0 30 ! i r f Ir l��fldJtl frff r / rt /d If ft 7P f � fI JI J s ftr r Jf dJ ,lft Ilrf d Iff Jd IJP ( Fie 1 r /JJ II t If ff7I1 f��rJr r f d 1 i ft t J! Jr Jr 1 "= 30' t H:M51V752000tDRAWINGS',PLAN SETStROAD IMPROVEMENT PLANV152000PRO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 Ca 1:56 PM LAST SAVED BY: EVAN.NEWMAN i t aJ ! 1 f, t 1f ' _a—JlJ Jt t` dp/ tt ff I /J lit, f rt ftf / 1r t!! IIt f `"^1 t j Ill j ! t �°• ft `a b� tt 13 f` t E ! JI JI f It (]( f , ! I � f ✓ f I I f I I ! p f d 1 ! ^, {1 j f f f ff !f 1 i i a '••P ✓f ! 1 r f f y° t r l If j P f r � r i e � t �;,� !f jt dd i P i J✓f ft tffJ fl, J frr ffdrd ffr % f! ! tf r7 df i e, i _.J t If, f P t ( f f f i !t� d ! p d Jr ! ! i f` t✓ ! J t I'Y f f I � P l P ( `l 1 f ! t ,#f 1 t ? i ! IJ Ir t t dt Id fI f ft i tJ 1f tF (/ Cs t .-1 3 f rP P 7 f 1 7 f 9 i e°•i� j '" {J «. _.»....... �91 If !f tf rd fr f 1 ((( 1 f i I i / rl Id ff frff t t f %J It C 1� dJ F ' (t 1 fre f { t ft If t f t i i p ( F ✓ t pF ff pr tf f /r ti dr tf r Ii/` f"J f i 7 rd 1 ! _... 1 j 7 4 + f d /J dr IF fd d 1 f Id j Jd f !! t I l` °. f '\ f f P JJ i Pt i tt Il tf t t J { J r 1 fj ,> ✓ if 1 p ij f { 1F J ! d . ! dF P1 1 I t 1 t !f P fJ r f t t f' t (() ��`^ f J� f J i it 17 1 Z { I ,^'/ 7l! ✓!f tJp (f t! P fd !t fj Iff tJ 17ji St ld {jI 17 ! ! ! / dJ fJ rP JJ fr ft fr it / if J 1f fJr a / y�e ( 1 f S" `-.( p tt 1 Pd ft dt 7 { + i I 1 -.....✓ IJ fd tJ ft j ft fr 1 ff % ! PJ`iri 3 j( tl p ( if ti 1 f t t j(/ Idd d ff I d tk l r / r17 !df dlf i7r Iff r! 1 r! Jr p7 Ifl f 1 F moi:+, f �h,Yy j tt tt )II f jJ IJI d 7 tf j € S i 1 if r / f Jf f f f JP f l � { /f if 3 j f 1 t t f f f / S f ,, J 1 r r d f b f f J f t I , IJ( 9 7 � Z d If p' if{ Pr rf f !1 ft j'' d ff J )(( _....��'���� f i f€ df IF pJ tf f d7 ft �} !f f f f d II t t iJ f i � .d' •` f .. . I # ! i C J P r l t f + ! ; i ff rJ If tl ff f if df f PI 1 1 f,. f. J i j if I` 1 ff f7 itt €fr' t if i 1 l rI JI I d Pr t pl tt 1 ,^ t F ti +, / 1/ 1 g f t OJ € )f/ t ; / f/j 1 d ( f If I t C r f` t f P { { Pf f d + t tt ff p tt 1 ff / !t ff If rr / J ! i7 tf f it 1 t t f " i f f f f f d t f / F f t` II p f f f t Y '' F ! f tt C 1 f f J .- i 1' f t f tt ff f jj f 1f d'r f ( f 1 i ; O f d 1 € r' ✓ f dP ti J rf` fi i ft f r /jf d f i td tl 7! j E i F! f f 3 I i f / f � \. r jj � tl t Pdr ' 1 i ! f f k i a ti { td JS � l; ! ({ It t' r ( i tf i' � \ / l � r}I��-- t a t a 't `., �"•e € P I r f ! i 1 r 1` {' „.UCf 4 f r i t f d E If 7 d tt f t d ! i !f tr f r Ff ff t` dt t i E it t i ' t ^• dd ft f rf tfff It f I It 1 !r r if l 1 S €t t t '' ft J i ✓' !1 Ilt ff t1 rr tr Ff r If tt 7dP ; t f`J lrJ J if dt fft ff / ( f I ! i ` f t J 7 t r 3 ^. fd t 1 t ! IJ If }d + .. t r d r l 1 7f d /t y# t \ J 3 i `\ f' Jf 1J If F ._.� / t IF rt t' it € l / rt dt ft j if tf j if PROP. e if' d ' {f SAWCUT ` lJ + ` '` /jj i,' LIMITS OF ✓` ; JJf rP ;+ J t 'DISTURBANCEy PROP. SIGNAL POLE (SIGNAL DESIGN BY OTHERS; UNDER t -i I ` SEPARATE COVER) PTTC377.56, MONUMENT FOUND PRO('. 10' PROP. 90' f - •__.______._. ASPHALT " I - GROUNDS ROAD i tp f! ftff 3 td 'ij•g. f Se TRAIL rrj P 10+00.00 POLO ,� ✓ ✓F I ! °`.p"f a> �� 1609+51.35 SEMINOLE TRAIL ROAD � use alar J S M `M1i" SSSS r i bg£ PRSAM LAW OP. 39 ffAXPRUD,W 367.52. �? ✓ ; r'-' ;° BW 365.82 i -IX VAMI TC 374.20 f 2I ,...- ,•/, � ,• � � TC 373.50 11p"�,-.y, ik f;�,.�,� : �� �: d � n �+ f e 100" �= - ! r`I ,� PROP. CG -6 10+O ✓' M �^.' --�`'`, ' 05`�R S,Q �`•, Q_y TC 373.63a..._e:. __ __.y ,­24o,�v CURBED r�hP` a 5 ISLAND ' �� TC 372.061+0 T C 373.18 T� .'' " ---•z2 0 rte• Y i \` LIMITS OF "� ' -- coq' ` PROP. r` DISTURBANCE / SAWCUT `o - _ PROPLAW ME. "STOP" w,x SIGN y `m"- TW 366.66 "i 3` 3 mew 3 3 .7-3 BW 364.96"., EX. GUARDRAIL Pr r `_____PROP. ROW f'_' SSSS-__-_.._.., _-- `%t ._—.___ }k jt $ ' ; yf' r J ,,-` -'" —_ y-E� q ,)/ fX. EDGE __ __ T { , I/ P ._ ------------ G 2� BIL OF �.,, q t E 7 7 f l J , _.. J .t J ✓ ,r...✓' — EX p GUARDRAIL^� 94-NVERTED RETAINING WALL AND SAM i` $ j CULVERT HEAD WALL SYSTEM !I ? tr JI 1 p' f f f f,.. jfEsm ___m__ __- __S ✓i° �100J l,r Pf�rtt Iff r1J7 Itlt AP J T f... ... ! { FLOOD t rr ' IP f7 ` r 1 fr PLAIN "rd J 7 / P f P a t t [�t,,+y,{.���,) DIST p)t f I I. 1 1 pppff) t 7 I P t 4 ,. f If ! 1 f ��// /f f # ft Eli. GUARDRAIL; J ~,• rt )t .. ? F d'l !d Jf / fj if tP fff ttJ i ii' I /t Ji fff f Jjj < d f t f t ! 7 F f f 1 f t Ef � d / ��� f'f fr d1P FI df 1f 1J ff l rP l4'4 i r l f f` I f 1 f t ! ! p I l I f f f It 1 f ! t f f f f P f f rI p pt f f ff t f p It ,`�� h4! JE 1J tP � 4N J ff. f, j)j( t d3 f' ttJ /jJ tf 11 rd IJ f p df/ d i t tP tP � eJ / r jJ f rr ti tl dt !f 1 Jld i j� If �e If i if l f rrr Pf( fJf dffrrJf t10 ! If 1fP ff .. _.... p ! i r 1 j ! tt f7 t J d r r P d p p i (_.... ,. SSSS � i t ftr 1a � f lfd f t )J fr fd jt !r t /ff ft ft J tt J' If i Ijj t J r F f t P r l ff It r� tt. y / =i fdf d jf Pf 7JI Jt PI ff Jp'r If d > 1if7 {f ! \ F ` SY GUARDRAIL t` t Jftd \ t ! f '^4 � 1 f t p P r p ( t 'i i E f f t J f a f f .„ if �i1' f 7 JJJ J J r t I If t l 1 ( iSIf p ! 1 f j f t ft l 1 f r tP V f i ! ,d"'s i I i 1g Ef ff If ft IP ff Ji l / y r ff Lf f 4, v pdrlJ t+i , i11 J7fF"( i(if rlfl lfry rj f, r j /(�(/ f �1 , tdr f` .(�w� JJJI flf tdt ( fid tlf fdt7 trt 1/ ffp flfd ,, ^. ! f 7 t t f" p! /!j tf ff f If ff d' 1 I ! f f t f J J d f { d P \ t � f t f f f t d d Ff ttf t d Ift tldt drd tf + � �.J ! � / Jlt //J fdf � Ift of jdr tfr � JfP f J _ d PI I df r 1f P�vh f J f ff f J f J/ d t if Ji rfr pa f t 8 j d ".'V f if f' rf J[J f rf f �%! rd ft --_'___ __`_._`.7"?�`f�j-_._M_ if f -..._._.-- d { dJ ! P I J i ! t f (j/t J ! d r f f ttf t ! f" � f r / ' fI� % trl ff ff f fd Ft id a 30 15 7.5 0 30 1 `= 30' U) x UFF ~ W LL w �rf z z LLip � g w J L.L �i� SOQLL� Gw 0 OJ fC d1—_1 c, � w � a H-4 z w 22 G Q � Z ¢ " o a�= gZQ }�2 w r¢ K 0 a W w m > c �w00W Lu m� xm 2SSD[ a O� x=z� Cz =a Z' t�� J OE m O O 0 o LLJ Y Gz 0 a a s �❑ w� Q H W a Q Z r 2 HE rl] �J�cYY�� o0 a w O w w w= z w Z)Z mZZZd ow t;z E4 Cf'1� om r�r� — P T REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 1"=30' CAD I. D.: PRO PROJECT: ROAD IMPROVEMENT ENT PLAN %T°'OR POLO ROUNDS ROAD AND BRO O K1 ll SLL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA U DANIEL. R. HINES 7P' .Q Lic° No. 043176 7/31/17 'S10NA1. ,. SHEET TITLE: INTER -SECTION DETAILS SHEET NUM BER: 71 x1y `. +.l `.--=^--"" _ % i F / .x! i #! ° !-.______..,,, tB/ f t f` fir rd' j/ Jd , `'\ 11 \i \\ .3 3 +,,, ''\ � ^_.. If t/, lr d / \\ \ t`i 3 `t0. ; `� `S \ ''' !' P if >/ /d B/,. \1 '`\ r'qp `''. i y1 p 4 /6 u ______ r r %_ .. ___.___ .__«__.,____._____ r,•" p/f/ FJ t ''\ '\ !\ Y #1 \ `\ `_. _____-_____.___.".__., / t J Pr r' !' 7' \1 `, �s �i �['// `'f`� ° ._..„_. .... __... ,__ -'___.,m __.... _. „"____` __. ff I77, J ! \ '.1 ,Lt! .`� ` li aq 1k1 /r Jp f' P !! J' dl V xt1 - r r Jr, ♦ /, a ._«__"._______,._--",___-__,_._-.,,__-,- ",' •z �1., J f! r' Ir 1 1 q \ ///' I f f P r t /' ", \ t �r fisJJ%f (+� f yr \\ -_ /d ! tl f `\ 5'1 l \ '`S `! 1 1 `\ ,., / ' 7d If J / J B y'' ` ` -." " r./'`r } ' ' I ! \ f rr - s' r __. /` \ \ r "" ~ ` r " ---" d. .. ..__,. __ _, ...... _.___.__, ,____.... _.., _._....._.»_.__.,..._ ...,, ` ff' d7' /7! /F .\1 \\ #1 tqt ti !1 \! !i` f, fid Il ft J ✓1 BfF f ! i-\ \ ' " ~ `, ..._-__.__-_.__._ ./- "''-'--_-`-_ ._ 4 J/ s/ F' *` 1 t1 `! e \ / II I!t ! i P" /' /" `, \ '°,„ '��ss�rf --- - . E I t "" sr \ 1 c t dq ` \ ,f dt ' �____._„_ ._.-----_ ""-'-__ _�-_. ._._»_._._. - `rte "`-w..- I f s 4 \ t s --_____.____"__-"__. __._._______., __- dJ f7 I° a' f✓I r' '''\`�\ ` E;'� a' - _ - ,s s^-"- I t > +� P -w \ 1 1 B _"�-- J/ d t F J,/f i!y of 11\ t\ 11 ! .x\ �'`�- F ft 7ff j/ if,' t7 f'f BI 'x s1 f;- J11"O - ---"_._-_-_,.,.-_.._,_...__,,..... --. _..., __..._ _.., _...,. _.._ ._ -. -,._ ___._ '" `_-•'."_. - __. _.,.,._.,.._» ._-»_._T, .-.._ �/' /J J/` /I //f > i 5"4 Sit 14 1 '0.l 1111 `i '^w,^.,� .- -.^""- >7, 7% J !t ff PJ F t11, �,✓ JJJJt-x ., ."- _ .s _..-, _ ._ _ _ _ - _ / /✓ / /' l 1 ..,,"-^"'.- t j f P 7 ",__ _-_ -_ _"' ", -- S?.,,,7, ».- ,. __-"___"" __„-__.,_._..,,., ____, ._..__..,,_.__._-_____"'_ ypy ."'___._-"___'__,,..._ ,_ jf/ ,r^' �,` _.,,..,--,-----,---_---, ....»- - ___.-,,, ..____. _- ,..- .»,,. `__'_._._,. __,._ �.3:it"i '� - «....._� B/ /J I/ 11 1 # �� x, `\ _ / rf r f P / / y^'- _ m r ", :, ___ _.____ «. 1 _._ 1 it Ll � tt \1 1\\ '`, f f' rf F'" qq \ v_ M JJf f F T t *. __-"'__................ ._....... ,, .__ __ .__'_.,»_--.,.._-... _. _..._ _^_` ,"_.,__»_ _. ,.. __.. _.__..,...._..__.-,_ ...._ f / rl /J it \ # l ,d' S - _.__- _."__. _,_ _._.___ f 1 t J f `\ :%#'"7't'' __-'. -.. _._- _.... _. _.__ "" m _ ,+/ BB p I v.,i\\ i tt # tl ti \ __"""- ��,r If P fF 7 \ r r� " - - " ' _„__- --_- P r _ .,. ..__._ ___.... P \ \ y _ r `., 'T" ,f,'• -. _....____-___ _.____.- __.,.__,_---"-"-__._.___.____._____..__------- �ry�,�p ry _ -' --. _ "` J/ IF! \t\ Ai! #1 \\ +tea tl 1\ ` - _.__.______.__.,__ _._._____ - - -,..--'p r'F ff 7r° 1" / fr , w a\ S D ,, 1 - / "._- '»_- _. _.___ ___._..«.___.____.,.._ _,-....,____.,.,. _._. _, _..- _ ,,. .,.,_-__•"_-""___`_.__„"____,,. _.,., ___---_-_._- _'" '•. F d f \ 1 4 \t`1 11 1tt\ ! ° .•^_"`___."'_,__ __. _,,....___- _..._... �.._---•"_-~""`_."�'- ,,,`_-'^ ! }t/ 1 tIj ,,, \\`\ A ,t '. _., ,,,___..,.. _.__..-..___.__--- .^ ,/ tf Pt IP S ! l 1 \\ \ ____. __.___--'-- "------`-_ •-- rr` i i .:d' w.._ =n..J,.. __ _.___ w - _ dJ f .,..... ,.. _e-_-_ _--,.,.-_--_--. __...._ < 1, /1 \\ `i 4 x\ 1 \ \ `w___ -_-_.. -...__ �.__..-. -- --- f fi a'' - _ ', - w " _ _ 7, 1. _.__,.___.___-____.- .„.---».._�A s` q t `. _ - s,sr :," ''� .4i2n _ ` ` --_'_'-__.z'cz,� -__" „-- -11, ! ..--- _-,--: I— \. ___--._____.._.__----"_.._ ..___.___._.."._ __ -�- __ _ t ! "i -"r" " -- - va . - - „ .. - DISTURBANCE .. - _____ O .. M " > -- r a. ,; _..... f f, i �`�__ _ _-__ __ - ___-_____ _-._."_ ____-'"` "l i; 17.85' .--''`" `, S v 376 ________... ____---__.._-________ r ,, ,,, :. • ': �4 ' ' '1 " <.:: ,-� _' : -.. _ •- -,. + TW 376.00 .. � �J; �' ,»�'",- --. - _, _ _ r ;'n. 18.43 -- __ _ _." -- % `E 24" RCP > " BW 372.36 _ _, __ �-- r- _-`-•''- " r -'"J """" ;�,1,, "` r. ,',r,. �-- 764R / .:.. n - ���'� STM " SAN `� ' 277,6 _ „ - >< ' - . o ~ 24" RCP ``~ - _ @ 9.35°l0 - S-' - -w.. 9 12 SAN SDR- 2 B5 __-__-.----------`-__._.-__- " 6 /0 _ 15.19 r "`'"'Y TW 369,00 """ STM '""" 03 �. ., 28+00 S 376 ,� � - ____.____.____ "��'::< � - - �' _._. _ _ ___ __-• .,�-- o B42 ,-'''�,- ", rs rte. PROP �;, `! " --=---- -. - BW 366.25 Br r' '. ' -_ _ _ __ - - - -�- r - - - x ` d '` + 0 ' . �„s ,r r 0 © �: M1I 2 . - , -_S @J G 376.50 --- - r _ _ s 35�flfl fi ' 44,• " , -- - 29+pp a M _ _--1 - 366 % t- _ _` _ _ 8 - _ c� ra-____._ ___.__..__� _ .. _ ..__ __._____ r _ , ,r,,. - - _ _ _____ - PROP z _ __ _- - __'__ ° - m.__..-_ _____ - ✓ �� w -- ___-----_., " - .-- o. ... ... �� _. -•_ - __ a `, -"___ _.>--.____ U .,;NMS �_ e?j . _.._____ _.n_.-.... _ "w . ;_ -.__ -- _ N g __....__.____._.._ ___ASPHALTrt}�41L --- __ o .. STM ----- -": -__..- - -. _._ __ -- -- RIM 377,00 STM : M a S __- - _." 95 Jo M 368.00 " ' € y' Q -- ~._ _. _ -, r_________-_-_--- __ C - ` -" B51 ti . u x,267.9 - S --------- _ c> AN SDR- _ _._ _. _ - --_ m . 4 > 35 0.7 o S /_ - RIM = 372.00 9.47 i �, a ` `. _ .. ._ •• �r _ " RIM 376.57 @ 6/ =- 18 � _ _ - _ _ _ 3 S _ SAN n A __ Ot 3 0 5@ B1 As 0 l _ p -___ 0 36 t, , _"_ - ________m_.__._.____ - - _...._ 4 G 368.50 f 4 i` 8 " - rh 0 .. " pr" __ " fI S ar -_ - �� I �- ..r til - -_. _"_ _--_, _`___ �_. - _..__ _ Bs ,, -" __..« y°«..a- ... _" ._�- _._ _-_ __-._ RIM 368.58 0 _�-"_ "."••".� �r� - _ __ �. - r.a;c-,,, r «- _fir. ---'._.__ -- '�` _,. "_-_ + `-• --•- -^- -r °.:" - ;';'r".._'_.---- .�,,' _� - r a PROP. _� " ___. P P. TREE LINE _.._- _ _.._ ° ' " 1 y , U ✓ cJrr ��N " - �- _. t -- _ - - _ �_ � � ' 7 i01'R $AWCU �' "./"..•."^',.-' "`� ".-•,�,"�'' y. _-. ___.----_.___ ____-__..___-______E 49.10' 31+ 38.68'- 1 r ' _ - - _-_v pp �-ri-- 3 a �s /"" ✓ - N . `�- PROP. CG 6 _ ____._... 0 24" P c� m / ;} _ 24" RCP __.__._ _ _ RC r _ ". / ,r ,.,f ,^sd r r,: d " e u - ,.M ". .,r.,Jy, s `` --- `PROP. ROW o > > _ _ ,:J w „� , � � ✓% m� ._ _ �p � _"_.,.. ,.>; tf r+ rr - ;�� 1` - f'�' ia� � _. "_ _. -_ -'• _ - 15.1910 --`-A-- 33 0 10.42 /o � _ i . -- -a� - zg v 9' dam ; - 6 - -e ms .- rr r' @ w ' - ' ;, "s. 00 t -- M PROP. SAWCU7 - - @ 32+00 --- ,�M~' t6 _ p - ;j w _.. ___ _ =z.° fJF P11E19IVT I w _. '„"= B ".. r .. " - . , P ,,I,, ,'' ,' ~ 7 - ' �. _ '' :a_ STM -�i-_~ -`" ti. _ . _ _____,______..__ g" `� r' `^.-. T/i,. •,.,,,-„ ... `",mac,-,,,,,,. -- __ -�v --�'_ - >�. � . d°� ff .r r s --_, v " t ✓' �,., r,• _" " d .._, /r 12 LF _ r - - _ - _ / 640 - BB !' r L- PROP. STM _ �<, - - r" `" - `'- "_. 9 , _" -` „ _ " "; = TW 369.00 . _. . ¢ / " r "...,._ ~. _ c Y CLASS Ai B5 „° " �- -- --- _ !ah'- _ - ur B 4 / i} l _ 0 ` s T - _- , - __ w r " . _ - 4 - t!i 'ipu -- - v, k� ' I,- „ r" r..._.-.. � r>J , - - p RIP RAP ti uF - - -- ---- -- - W 360 5 .r 3 a / -. <e _..._,,, a.- _ ~ -'- -_ - s � s _ ' 6,. - - r__'" " r s� /' f a N„ _ r :_ TW 370.00 ,3 a - W ' " " - -. ! y?';t} /• / 7 ,, ry __., C,p '"- x _.'"".«.,,,-. -_ _ - .,_.- l .,--.,..�--_..,..___e, w".` "i f fr` ✓ F •Y ti' wry " Y ' r,, ✓ 7 �, _ _-_- --^,,.._&0 BW 362.00 t � Yom- f"r"- l J" / y `` r'"" :T -,.' E d PROP ROW PROP. 96 LF "I ',,,✓ "r" rp}- .:tf'', r r ! F! \ "~.'^,4 -.,_--._ ...- _._.__.... _. - f v��. E3f✓fi}I:IL ..,..._----••i, .....--r,«--3(,,Z;..,{{i^^" 'l t p! d/ SI J ''� ~� CLASS AI i " 5 - -J '` -- r x ._- _ _s' - RIP RAP" ; _ �- "' f %' c� �a0 ... _ `• ` _ t - C'if - - v7 LIMITS OF _ "" .� a ;,£,,' ~_ 7 ,7�M^ .� a__,h\ gyp''"""_.._.'-" fL° Btu. .I"._'___.". __. _ Nom„ _> _ i:= p� > p _ _ m -- ✓ , / __ - -. I' 1 r ✓ / _ `' �y -r R ._ ---- ---- -11 - `: -- ---- - _ -;v✓ DISTURBANCE '"r ! a °' 1, B \ � ., c �Ir 1 ,", "^...„,..,: .... __ _. °,, _,?'fj� .,...,_, - ^ (it4 °' - _. _ ,,,-w^' µ r /f _... /r I' fl O. J // F' 1\ B / t _ _ / E p:"C, f)B' "",. ,-.., .., -_ �;,'t �'s_' a. / J _. - ",../' ._ . _ ,. - 1/ "ter' •f.,J�igkypr + .-- _ --," _.-__r _.._ dp-,-,,,- .. _Cl,, .- _ .... _. _._____ /J.! // ..._,,,//j^\\�:77jjj¶jj','��tj��1{..�`Q, j��{�\�\7 jI',{ yI // /�S`(�� ��\,(\/��jJ�jI'1� (\��J����j��(�\J�\/ f j���{'�/�)] j�''{�)'/, "_ " r^ ""'✓ •_'"_ t / "./' .,/B ' ✓ �yh�i.:ti' ! f ✓_.-_,..,,.--Sf�"e "'.`.,,..,,...,N- .""It „s��` `,�)yw}�� ", _ � __ ��A Jl JL 1d J1 �l� U./ �� `1J/��l' Jl `V �� n® ud Jl x1���1LY � ���1L4 _ 1... rf � r� ,« " s �� e r y _ ?.,. t S „ 7 ✓ .,,.... /''' �,fsI - �- +x^`6'3" .-. __._'------- _""_- /-;;:-: '°`q %V I 1 I f A ' v , v v j 11 t %11 j I E ; I 1 v IN t '\ `` \ \1 11 \ i 4 `., �" l f j € t / r � 1Pk f! ,.� y y ` t t tt '•t s E t € s t � ii q � � ``',___ _---'�_ -_.� -- ..__._..._--____--_--_______`__ � ' II 1y tLi `,,� ...._ _- /( rit JY If i i 1f , i { /'"' , J vP ...k y � i � L 't k,t, 1 S I f ! S x't ti 1 41 1IL '`�"I-, ` L -`4.,., _"'"'_^^-...___„_'-.._.-�_ \ 'w `,1 ' ,,.-+ f d ! / ((l t ; v y -v v v xSy S t t , S i it \ "'" a -....- - \\ vi •\. , __._,.. / // dt tt gJ 1 ji .eX -y .II y y i } S } j j t yi (€ i It t , LO\ -I,-'•` .,� - --_----_,_.._._... _..._—-..,....� ______- as,,. \ .._.m. it J p P 7 v .J` �.... r j y v 7 ` 41 x4 i + t i } 4 t\ i L y l� .,L `" `.,. �, `\ \ � If, f r t , y r y v I t 1 € ! i , I _z, '} q `,` ....... .. _..... ,,. .._.__....-­-----­----­---------­ _. _.. \y ' _,._ f I /! ,r t fb ff y y W y s-tL a y y \ I 1 iL it ;t 'i t b i d j 6 € ttt `t L L --A,R ''` ._.. _._...___._ �. w, - y\11 -»...,.,„w i 11 1 1 L J `t Y t 9 t j 4 St } 1 1� "`•y . _ _ _ _ _ _ !' 1t // t 1 ;r. v y y y\ V t 11 i I E it S st 1q \y `+ _ J-' 1 \ „ l-"". dr/ I! f^ y v 'y . „ •v v 'i `i t 1 b d I t i \ L ` y ~�'lL '•L .....- 1/ t•, -,- // r P i i. t r y y v 'd ,`9 x1 ti 5 i i t i};1 `1 t l 1\ ''a,,,,e4 ,,'•,,--________.__ __.-._____.__^"�,,r-`� -` \ a ". -__" `'. -._--. r ff r [ t i y �,1 } i I } i 1 t ''y `1 a.__......,__ ,�1 `L: \ a`'1 -. di!!,: \ '1 \--- _..-- I lee '/ f t f _ , v y .V y -v '`v .1 S xi I 1 i y % S 1 L L ''L !r r -. tr f 'q - . / ✓' 3 ^` ,',., \ ''` y y �. ,......_-_--- ,/,rte+ '` / /r ' /// ✓/ !II rqt� 7t yIv ✓ vy v i -v q 1 t Sf q i `E 1} 3S }S t t., y\ vLI � 4'`°1 `~' ` �t J 'x it Mw.__,_� w \ J J f e/ 1 i fd ✓ J •v •v v ,, v 4 y v `," 1 11 S } } S L 1 1 i,\`� S h l ....._...-------------------------- _....._- .__ /, \ \, t /! 't f J .„ i ,v -v y y �yyS i S , k } S ^---....-. .............._....•__._-_- "''L y L , ... ,., ,.. _. `,/ s `\ f IJ /� t / 1 J f.7 y Y ''y I 1 6 I } I } 'i i, 1 l `tt I1 ~' •� L �,•,,` - /!//e 'L t J' �'L t ty f! h y i `a `` t , , 6 t } 1 ', \ \ . '+ 'r. 't .�.. p''�. p F // /1 L 1 f d ,tl I, \\ .t } / -- f // /"J 1 y V W y y y y y \,� 1 `E i t t , , ( S \\ '<i i k �'•.I "^„ \ lL ._ _.. ,,,,' .e A '" /\""", `\ I 1 tI t qi 1 ti ,./ fr< ! Je d'` % v .v W v -v yf v ` i j ! j} it 0 S3 1 t` it t\ 'L Lt `t '..+.y t ,•L ..Sy ----------------------- ,., __a�....__. ... J ,,// A'✓ 11-11 ``\ II I, 71 /"'"_ St i 41 iy f!/ f /iiF f , .y �, ,v I y ,v � li 1S � kit ; SE 1 C I ; ri \y ,\ ''1 \\ li S4 ,'\\ \ \\l \ `'"'b � �---.._ J/fer !' °d i'r rle!/! //I /,f✓' 'q, P i t \\ } € i -..___ _-.�,_...-.. - / a , y y y a t 7 it t \` 1 t t ' L\ \ --'^. v s / ' ,,f r' rd`/1 '\ J 1 f j t i __ rp w J/ J/°/ pty y y 4x. Y 't ' i I t t i 05L \ 1 k t ---•---.... .. .._.-..._._ // / r' /!✓J`' / i 1I t }` 1 i \ ! // / ,✓ ��// v y -v v 1' - 3 } 9 4 E 'l L 'xi L i ,'\ l a. y r, //r .. I IP � i s a r., /e /( ,J ) v v v ,v y y W v xr � i 1 1 t t l `\ it 1'\ \,t LLy 4 4 1 i 'i tit ye -`---._ �� /.�. y/ '/!.r // !.° t r ,. 1 '4 I/ r Jr s ` �r�.� •° y l „ y -v , �t i ? }t 'b 1 i t5 y4 y\` o '. \t y i k `' - ,,. -.../ /°` yY' <'f't+ C" / !/ / v W pI v 'S i " `h 1 1 \ 1 tt 3 } tb ...._..._..,-..._...._. ""'.`" !/ r/r.r / f //.,.t >F•'_'.f ;? ._;_hiFl,�AR _57 1} r ` `7.s 7 'rr /! �d 8 v y v '# v y t t `1 f ! i t 4 '+. 1 ''., 5i{ t - _ ✓ °.t 7 eC':� s 4 7"- \ fr% / ° a,,*, i } t 1 i `L L �! \ tr /oe/s// f✓' fI C.4., �,i,W-, , a �F` - / / r e° y/y y -v t ', € I 4 i y '\ L L i 'i } 7 y y^...._ -`""..„,. r! ! Jl°J/ ✓� r` r i s ! y y v _y- _.._ _., .t t } d i 1 \ 1 -'\ 1 S 1 ! ..,/ / / / //r1,'t # S t _ __ -._ ! i v ,„,` y It 9 k i { S •.a 3 I\ t } .`.•-...e_0. ^”-..,__ r // /.' -, '\-,-,,.''d`"s.,, til tt ti 7 ; 4 ! r FF�,t�, �, r fr< .t, v �I v y ! € I 1 if I }t1 \ ``I `,, \! it S tP !' tt - "_.. I JF !`d f / J / // // / I f I ri I V, d �,/ 0 y ,v v r ! E d 1 1 1 1 \ t j t 4 ✓ e rr' y/ J ^ tsa ,..-- .,-.% ! Jjj f I S a _ .'! -1__----..-.-... b I r 1 y v .4 , f 11 11 v I t f 1 ,\ i \ t b --'.^^,. ,, !/ a Cs, L y/ P , �+/y �'"ed 4 ,, .M^ // P ti � y Imo` y y (v J I f t \ 1 11 [ ! ✓ I Ie � n PROP. ROW .. 4 __ 1 L ~"`e /' / e / ''ll I j, € it r f *u ?-. n, ! �`�-..-,. t f I f,/ /r ' y v v .v 7 f v t,W /j4 f r i ` 7]}t 4 tL ``,` `, 'y ! 4 S f[ ; --.,... �l W r'//.9r /! f /////!f // ��4 I '. f 1 d ft 7 - t F Ir �9 d/fr^;s r y / .r y I i , f J v,f PI < II 3 S ;t '4 ti `t 1\ t 1 `.^^..,.,,_..., e//!,./ / y /! ///// !/ /w. a„", `\, f `'t \1'-/ I v y i,' 1' „ 1 J -v 1 y r i S \ \\ \ t 1-I,-_,..__ /J/ '' r/ ✓' /// // .h �.0*.. 4 I` j/ { S tJ 7 ,'{ •v ,r rR'.. 1 y vl 1 e f I , \ \ L I ,., �._ /P ✓ // ` �"`^< \, f f7 _�'�-E� S f S!j i t'' -v y ;'.iv t /'' r d i't,'\ t f f / ,s/ /, l -':-.. f ,"y €` t j^-ft°i�^'iT --.,- / �'\,M r idr)Y f F� W 'v v v 'r y ry �.''/e/ ! f 4 ,.`. , 'y y \ F f ..,.__..,_- ^- +p/ s '".-.< �:� , d I } r f v y `tiy.. ! f S y \ y fv,� L -_ //r // ° / / e. // // 5TM RIM 355.108 k ss r% `�, v r f ,.r ,,'�" f y Iy, Fr �'� t I t. \ ".�-M,. /` ! r F ,,° ftwimS f ,s 5 604 / y v r/' L `t i ' --'- - ! e r° a ;._ l „,_,_ ,-/ 10 t may, i „'`,.`•-'. a." �~ r v ,i \ 'L L ,L \ y _-----_-- ... _._..,._.. ° /''/ !/J 1 _ _ / e // i 47.23'- 1 y _.__- ,/ 5" 1't ; -- RC ° c _ P _ / r ' 0.64 STM L _ ,- '-. @ / y `, `\ 0 0' ASP TO STOP AT c"; ° w w� \ L PROP. 10''ASPHALT TRAIL TO STOP AT \ PR P. 1 HALT TRAIL <v _ _ !' i , \ t d / �t � l ( ' + STATION 45 10.00 PROPERTY LINE AND , M-M� ,„�"Ill 1 � e �„ B05 `', \ ,�_ -1��,_ t , ..r-", y ., f �>r � iy n f `\ �, STATION 45 10.00 (PROPERTYLINE)AND _ ____ _.._ _ ( ) ` , er M / j1 1 y " f 4 ONLY EXTEND EAST AS SHOWN AFTER _ ____ •-_- - - _____ `'ONLY EXTEND EAS1 AS SHOWN AFTER / /// J V1: ``\ !-r t Q�,---------------.--. 1 f { f f "] i f \ t 'L `^ _-..,_.-----.-_.._.._ ....._..__. _.. _..... r ✓'e// J/ f / % I / ' _ -- RIM 354.80: 1'R,- 1----__ r STM J f �O OBTAINING PERMISSION FROM THE -- _ OBTAINING PERMISSION FROM THE r / / ! f/' // / _oa. ' - `-� ". ' I '' S' `L 1, ADJACENT HOA INA ACCORDANCE WITH ��y� � — - ` � - ---- - ADJACENT HOA IN ACCORDANCE WITH z e I 1 / ' _ - / o� 4----_ _--___- 371 / PROP. 10' C __ - � J ✓ f I f w ___ .- h ________w__rr / J « �t , • APPLICATION PLAN. - - ___ _____._____ _ - _ _ APPLICATION PLAN. ' J TW 354.80 'Ss Pr PROP. GG -126 L + / / ASPHALT TRAIL . - _ f -�� - ST \ ___________ ` 3� ,` r BW 350.00 t - - •- , 1\ \\ ___-_ ____ ._____________ __ -- _r II/ e� ST "` - - - __ 4 affimmmm G 54.30' I _ ! � -STM �"�`" 3 54 s t _ __� �`-~� e£X. CCttYG: 5%`Gt°l dL r, , 20 o-, _ 3 / p r, I -_ _- y ,� f 1 ;? ri% t _ l _ _ fir;, `� � _1' '__ .._ , � ,>.,� __ __ i _. _ 352 TC 354.40 neo"-- �.�� _";, — _ - - / n : _ / G 352.60 1h ee. `1 /-ry e - - - _."__ _ / J �£ _I / I � _ _ _ _ a - — , r " I : PROP. _ ., ,.. .. _ .. - _ _ : ___.-_ 35 _... ,-� ---------,-- ,- �;,,, . G 353.80 � 6 t._ _ - T3 _. �. ", IL ,P,.. .w-.. - .. - :-' -... o -, is '- . - .. r :_ . - :: - j:. _t, . \ f t L .,._._, _ .. _..... ...... O� .. -.., �^,-'.`. - se P _ I,- STOP SIGN / rn / . a -- _ I _n a� 2 0 _. _ - @ .1 ° - _ _ r _ 7/° _. _ .. `- '. o ^ TC 352.70 -, v � � t , ,; _ __ -- _...._ ...._.. ___ ° :� \ ; � L _ -_ _ _ _. _. =.. TC 354.25 �r A, _ _ ... ,. , _... _...._ 11 11 E __---_ - _. _ _. w _ _ ` y - G 352.10 -rr ar � -- ,`---7-----'---,-- - _ - _.. __ — -----. -- - - . --. _ - .t -IN _. ,,,., PROP. CG 12B { PROP ° - \\ _. 77.95 'j -_ _ I� L: L _ -"- ;, �, TC 352.43 STRE t - -- r v,. P"3: RIM 351.65 '______ 48 RGP .._..-.� i ; � _.-' ,•' i 2 Y-�.'� -------- , ...\ __ _ _,.._. _.. _— _- ,.. .. _ -- ___ ==''\ / - - .� ._. _ .. � 7 70 h� i t PROP. CG 6 d 993.1 R — __ ._. — ----- ------- ----- -_....�I�.---- -' _ ",_._ w __- _ -1 -- � E ' `!a� tI/r---t_n._._ -��i�i -' NAME � N @ % q .``, r _ _ . _... __ ��- _ _ ti y 128 s o __--__. ." M ��-:­--�­-- - x -s .--._ — __.. ___ -- t.rn ..._M.. t �w z �Ill - STM T f - \ L .,m'<a'.� -, 1303 --_-- cc 44+00 € 45+0 46+0 47+00 "'� 47+83.06 `� '' - _-- __ ---- t ------ -- --- _-- L L5 _ } \ 7r S ___..„ t * �YLL- _..�..-_ : -� _ _.-._- _ x,�I-.___.. - \\, �� y _ O- _._ _ — e � i - I_ ..�.- -' Q Ji.o i f ,.._._.� ._ a. tiL ii� 43 � JL del 1i .1Le ROUTE ` � k ; , -- _-; _�::� --.Y-- -- \ --- q'j VER f,J � ,��'-' 2b `' � a ,\ I i I ______._ _.__. '--____ -' ._.__._ 4 9 t 1 i \ --a.� _^.--....._.. "�`^^-".'�" � _ ._..- ._...,.._._._...-.._., tiYCtY1Cr'Y� -- •. 'a _ _t.4- ____ -- _ _._ - - L- - t __.._ --- ,l-^- -- _.___��-- til 11 - --- °'` `{ o nnQ 1= c l r_ NI S2EE n 'Ar, MPH --- -... - -- ---- ----------- .--- --... --- --- - -- _.._ _ -_�--- _ ..G $ 1 A . 1�?" smomm ---- ------- _ \ — - ____:__-.., _ — _._MA - ....----------- - -- -- -- _ •••�' '_- -------- " STM `� a` `\ __---------- - I" _X-.�,,, ..- O ---- - -_.-_ _ - -v_ ,M 4 , :. _. ,,P 1, �✓% E� �� _.. __ mow_ _`_'.i�-"-',.'_ ...___ .._ - ..__----.-.. _._--� /' 670 rz ! ''" _ -� \ ,t ^"r', — �- .___--- \ `'"�ti __ '� —. + PROP ROW -_-- r I ". ,1 L -- -,., � ,.. ___ ______ ' _ �,..-=_._. i s. ,,. _ _._,_,_ ____ (7f P�,4U�ib1F_ft%T t __-_�__ _ i rl��~, '.,, .-_.._._- pp �„�+p�y� `'\ __--___-�`�°,,; ___.__ __ _ ____4.__� .�---~�---�_._,,.` \-,--.------ -7"M _ rwi.., � t / f r i 1 "t 1 E 1 i \, �1{ , V -_,,J _ ! rr L7tYfJ- �,� _` T -f '',,. _ I "w ._.-.w _ � -' _. �!� i.,..."- _vit 'mss, i t 7 t J t .-(�{'...-- g 1 j O, 4 A 6 ~D ``'/ y/�/t=J.'.+'7"➢ ~�`- ..,7"....... -^"""g J'�t��y _.,._ .. .�.'_._--^^.....-._, - ._ °✓"` \ t L I I f ",.."" S 1 € ,tB. ` 1 k .._� "rd-..." / ItvYl `' t _ !-� ^✓fYxf- 1 ♦ _ 0.^-,..__,.- µ ". P I ,': } `\ ' f' I/ � " Qui TW 348.80 P- '' r " — - " ___ -- - --- ` .- _ -_-_-. -�.,. _ w p _._ s /J Fm O ..I.� `"mss / _ _. I 1,111,- 11 All BW 344.00 1 I., - "_ _ _. _ _ ^." I , \ "+. i .,.,r. j,Ij7 ^`"' t / .,^!` j ,I ' f t f ' `^.�„„"i to , ``'^,. \ _. _ _ _. _ _ .».._ 4 - _ . E� LI IM TS OF % t'd P ✓ f t — __--__ - -__ - � " 1 % / \ // ! Y \\ \, tl \_ '11\1 r t —_ __.___"I \ t " t 4 B i i( ___.____1 I 6J ' d t{ d f i !f // I I t € I t I g I 1 d I P 1 i 'IF t€ �I', �/ J Ff ! ` /.r/ !JJ I /o/ r, I j% / I i t r' I i / I / //J I / / /` d ! ;' i / f ! i j/ ,J y p /r Jf f it � J tf f { / r F ' / , d / ! / / ,/, , f ff 1 / T ! /tA //J f P /f � fF // 11 J f 'I 11 I ,, t f ' O i1i I i O i 1 i j` P r J r / i t' ! f t r f• I I" 1 ,� ✓ t.;_t y - t1 �fIVI11J Uhf J d' E t 7 ',{ ,/ / / 1 1 r d° DIST ^_......_, _... r n ct, ba ,i a t t r I { tr l Ea;, 1 ,`� ; '/ //f �'" ' / !f ` ,1' ,' ,' f f t i r r•` 7;'4"``'�_� URBANCE -- J r QIjPN 7k P N p F t r :.ass J // / r / /< / f i t f r / / _ -_ / / rr N / /v S , r r r r / '' w f " , 1 J /jj f 1 J r 7 t ! F ! ! (t # P- f t ; { --i , {r a r/ f J t t d - (f P € 1 r mai` ! ✓ r ,e Jif 1' 1 n S t f , .J y�}y f r. 4 J' / / t a�L ��� �.�::b�:c: J t J :'t f t / r� i / /'/ C ', " TD ^Y !' f `�, f f / / P a JF 1 J t J/ P J i F ! f P t jf / I d ! 1 r' r / r r I / / ,r � r r r r a r" J �:�;]a IN , .... : : ­� ma � p // r / // ., 1. y r F w�,� xP +t ,'.y��', ` 3' f AE`17 tt f t e{a"°y 'Pl`.aii f? f Js s r// ,� // JJ /r J.^/ /' J /F tr ,' f- - _� J rW i 0 E P P f r{ -'Q f �,,,,�i, , !/ l' / f /,+` / ! / /, FF / / d 17 / t / t f 3Nii,,R,1' ! / �' J6 f / �, / 6 f " P r i�� r v a c r r rr t . L r . , i .! ! .. .,,, , .,.., I , r ....,._ _ .. ..., .. .. , , . I ; ! f P� Lir n '.4S,i -S.. V.d. ,.., ,., --.:,. ./ s r ,i r ...... r t { ' ,a. is jjj , .. 3.. S.. .B, 3.".. -.f. 2. d f G 3 / iVt ,/ v,� -„z. ,. .... V4. i S o'+.0111N.:.9..w{. IG'.. f , N P... L 3 ..5 t , ,+ L, ,. , ,f f:. .1, ...3... .... .t., r ,. x.. SS,., ..d, sa SS f'. yr f / / � h I LL a f S 9 .,b ., d ! 1 .A, i B :f.. ,a'. rf . �... it 3 l t. S /V. r C7 .:,..,.'.- t .;.. c -c- J U ,. •f'',f. (.. L. ,..�, .C�Sr:. _, d:. ,mr ,,.". r /, a -.._:y. V... .. ,f, } { .., .r.f V. ,v '.r .W, r L. .a._., _. / s t q. ,... .. rr.'. LL--' x,. .,.:.. L: SS„ ?.d., S ,s: ::>� .. �.Slt/ r I ({ ✓ d f f J (( ...,,,a„ v rS ,.,.. f ..i:.. , ,. , ,.x L .r x :S, .n J $f -.r- .r _L rrf x.. _ r. r ,..4 .n, (( F P z.x.:d,. .ss s. ,d„„f, S. J°' ra,..t f ✓ d l ff .fay.. .,. yi Y -S. � s / s rr s s __ { U / r .,. Lt.. m.a..L.. .,a ,,-. .l .,,".1 ,nPa .;.F.. rd J .r r% .r s v f P / '.'.'a. / �s: ,., ,st, „ s. ssa, .,,, ..,._ Sh. ,. ,L.r;e x , rr..::.r., ., �. _s., .x.kL.<x£., ....r .,.r...., a ,.x. .,.. a J r _,,.,.,.....x.r >i,:r.;:,.,, �L.r.L..::: �k�..�.Lx.r:<:,r�r..,,x�..�.�.L..,.r}.��s_�.�.L.A._...�r._,rL. ....,���._,..,� rs., �, ,��' °.�,,. J P t ! Noy z' t f P F / , / / f f / y s / s r I j' x11 ' y0'Cj, , j"!f 1 r I 1.P tt ( f t= t{ t J``J JJ s / /'/ r'" t/ ! ,r r� s / / f 1 Id ,d I` r Ij < i ( !I i i !1 1 P i r J F° !/ ° / /r !/ //r .1 r /< !r F // f ,„�/'� I f t t i i f € fI t / J / J ✓ </ J ✓ // r/ /P/ '''J / / f f , J � r"r A It/1 {� PF, I{' -.. 3r ft t 77 P ti, PP // f/! F// r / JJ J FJ/ /r P/ f/r / 'v r JlJ / J''r J/ !/ // j(/ !J! / "" ,'d'~ .i� f �j - P P f t t J / / J / f 6/J y /F 6 T/ , 1' /`` // / j /f ✓ 8 ,>� �p - d 1 p t' t 6 R J // J ! to J r'' / Jt !!10 ;;ue 7 k t `� I F F j/ p r / ,°` J s d/ /•^ lS s' r , // ,✓' / / /' /, / r /I r '00 j - /,r t`° : 33 i i I - t p° y 7 f f i t r /! r J/ ,•J J ,// / / J° f' t✓, /'- ✓ ' J/ /`. / �(7 rte ? jj jj / / F f /d/ /Ar !: b N m f PT- 22 - I 1 { j i f t td f ' !f t' /J // / // / / r ' / / J r / /j// °"�' ( -02 r ti i( i 550 .: d t f a P t t ? t ! J f ! ,'' J !/ /'' ,/ /! / '/' J/J J J `T7 .,� t I t F 8 r J J / / d / , y / / /r/ // rJ._ .-..__._--,_._____.._____ .11 SIM 4--- - — - -_ ..__ r € w W #p 7 dt 9 - f d t; i { F 1 tf f t t // tr /✓ f/ ✓/ !/ J/ tJ / / J! /'' //r J /-, ., t__ ,.?IJ \ '\w. f �O tt H; J tl ti F Pt t JJ it 77 "..'\F tJ f' t'` f,'' ,' ! yJ <r / /• JJ F/fi </fi /// /!✓ __1' /`/ /// J''J0 _ .... '`\v __.... _ A P t 7 { ,df' t f 7 I ✓` < / r / J/ / / ✓ // /f'•• r''q 1. _ a 00 {I f ii€€ ' d j t -'1x r t J f t J d /(r' / Jr° r ¢' ,, r r< JJ /` yt t,, ._ °% It Ij P !' Sk # ! Pt �' ✓tea-_✓! J I i / J rJJ tJ J !fi /f ! v / / / /I / //r J /f < /r .. <,,,__... ... .,.. _w_, .._ T \ w F°'9 I 1 t W t k { ./ t - d f fA P 1 If J` / / s / /I f F / / ",,/' // 11 ,' I //J Cj \ J STM ' , i ` ° , cL 1 / /' J / /` J r' f/ k I t \k F '”' t ! 7 t Y f / f SJ / Y / ,'r , ,°'" 4M r/ / f , ✓ /s'/r __M. /t A50 a 13 ...I } \,,t'' 1-” p,,• tt ff P t 11 it tf It i/ /,' {' r/ ! J// // /% J6 J J/ /' <` ,J J // ,T__ / w 21.12' ..,. i , /' � / / r/ J/I J / / � 1 r[fSAN � �s � 1' / ° ` g '� H i t 24" RCP k} ,-y� `� 't /` /J ,` / / J`✓ / J /° ff F - J` f ' 1 r j 6 @ i/ - N ,1. ._." ' " r 1 1 r irr , // J r' /' f` /'' /r , J` %`/ , ' f f I //..�C✓' / O '!'\ <,..- _ `" , t" 1r p 9 r1'�; _ °°'� ' .y- �{ _'j ,~''�. ! l ce`• / J f F J ✓ , / ! / F J f \I, "Ilpt' /+- // Yy„r^' ^. p . F t J, i - `\___'"'7 II ; $O r f t '! (� t fS_,.d •tom rt pt r 7F tf fr "V i/y a'! J e` ,/ ' ' f / /`/f trr 1 ff / �rf� r` _ ! `�"`__„_,...` I ' t f I a.y '. } t n'.,,.'_ Fr'' t d p p 4\f Y J / /' /'` ,fi r d fl rr 1 f q �,.'` r /' `FJ STM C 1 ( i 1, ' ' / J J ' / f / •�'" t ,.�.s k 11 +'qJ `•,, , " ./�.^. , t,, f' r ' t! t %J t r 1/ // ,J J'` / / f + F r r fI RIM 418.04 --""� - f I /< w A51 N'✓ J i F J'._..13t "f`d\.._.a 4 i ""�F J f ff tf I { d r / fJJ /' f t / 1 1 P / c". J / r O STM r/ e _.-„-was .±f ets°'.W. �,r'""',._,; .,. J f 1 4'�` , f r T r i J r f o ,<' Ft 1 r J t f // `PROP. TREE LINE __,.,...- IJ.'r r 9--f o { 7y > ,./,�-"',..,-•-, \-'- i ,r r ! / P r t f /' 45.05'- + i A52 �' G I k `!, _, 1 / -"/ `/`-_ � 4 J' / ,' / /J d / P i f/ r,„".' /J ry-` j f ,' ) M # * 7 € 1; =;�:, ,€ /j F ! ! / / / J 8 t F f ✓ "'"" f 24" RCP 71 N # k ''``t p''`.,,. w..j1'c-}-�`.. jkV,r 't,,...rt 7 ,.,f r1 t ° J Jj f r t J '' , , , f fr t s°" t` �' / jf r /r` , _s r J J p� P `', t L 1 `_...,.% t, \�4 `\.,,./ t, if t f ( i f r' 1 ! F/ r/ J J t" I I i 9 tt f J f r/ Jd/, �,�..... 1 o f/ @9.03% ;. \;; rt}'. 1.<_ ' f! Ij / r` a» g J I f ! t 7� 1 7 \ w fa 3C"' 'fry x�V"'._''y fi t f f F , f f i y t 7 } / f P , // r"" __`__ "__.,. _.._ J r pf f ,4 `- / �,� .b"' 3`'-_ ( _1/` ,£`t`.% d Jd 7d r f -1 f Pt { { I # ,J J •.`' - /"- t , //_ t j __� a} SF,(.,`'--`-,�d 7«-`-c� f,� 9 rx 1 1 f I/ t' ! t f S € f / f / l �{ ,__ yam\ C" z _.. /r ;Il ,, , Mi tf. F f ( 1 f I' t Y t._ y t 1 € i t # F s , .^` F IJr / 1 , /` `^, �".oi\,tf�-.J{ �,� .,.i '`�} ,1 dr .,?,r l.:,z.-- !I tf 1f ` fI J f i }I t tt ' t e I i / °\° �E� P t" r/f '/ / JI ,\ 6, f °`4tNJ,... ,I,�W-+.,....-.. , .._ i�,, ...M..J ° ~ ,.-,•..'M"l tt d fr ! f' l` } } }I } i _ # € # t >� '� +r f` fF ! J'�J ' r f cW �i nJ ~ / a \ 7 \ \ ✓' \,✓/,."..^:.... 9 f P 1 / t r f J ( C 1 ___ y, ,/�� ( Y! ✓'.. f` P f F J d ! } } I t i t 9 a �' 1 I r / ! if `'\q l+. !✓ f 1 t 1 ff 1 i # P F f _._ J (/ f W W _ e,.. 1. _11 —F �,.,x. rJ\ { ,� =,� H.., , t fJ,C{,f PJ t F t t 7 1 k 6 I # t �{ 7 S F ! s a„ 6 l f t✓/ / j(�,({](1 ! p) py t" _ 4'' �'C,.,1 I. _/fi_ _ _,v'4 „J ..:,. ,11.,cr"r' r d J l i d t J / t E 1 1 i t y7 # f P F t __ f d / f y Ch !''^a, it p-{pti.',j y- {'` �•^ ...it..,-'� d rf , f 1 i ' { t /1 f 1 1 µ Jp ! i r! / . tl ,f ` OD /PJ \ ,;_ � �u j`. I'll, /^5,. '-`�'/Prw...,-%"'."�±-• i JIf f?P f t 3 t tf S }! 1 # t 7 IZ 7 ( { 7 'r f Pt J%/ 7 dt °`,�v f ice,.. a s 1 j�- • "/'rad / jt t t 4 1\ t f t r iq I + t t ��'q 1 P f f tF Jr 1 Pt ✓ ".11 O c y ^.^' ✓�'{'�.x-` . j"i \t } 1 i 1 i ' St k S t a f } € F Q' p' / t{ fd ft fr I t W ff ttf 3. 1 j }J ^i xt,,, f f° Sy/'' "i� 4! ''4 t }k {t }S ii I} t, 61 # t ,55 1} I f ft {7 I€ 1t dtt t tf JJf 't11 Y _.,__,.. _.... jo f / J / 1f f i r '" , , i /r' C r f, i .r,r� ._:.aseC 3l; tt 'Y ti it t i t I `'S } j ' F / , I jf FI 1 fI / Ft t7 /` .» _ .,. _ _. I % < ,/ f f,/ J t / f 1 1 jgg °e� "°,. F"' - i 1 S ' sl \ t l 1 ! I { i 7F 1 d 1 t t 7 F , F I f !( 1 -d 3. t !_a_ \�� , � � t _ __.__ I /`'/ {` t I ( I (n .r.,, -.`-'y ._ } t t i k' t 'k E i i t 1 P / ( / J fr j W �-! i co t `'Z ¢ '�.1{' } .»,d F y i i i v� 1 I ✓ j/, F 1! t* f / !f ' It Oy (7 / t CO { (f Ci Q ,_g„� \ i S $ 1 11 ii •S d" i I i t S ! ( r 1 / 7 / 1 J r t tt rf f f f S fr / I J tr 1 W F t M j '�'\ P77 `tl `''t' _ j f q,,� �� 't 11 1 1 t 41vit i. 11 t} 3 I i i t F { i { t t F Jl I ,°' Jr 1 /// rI1 Jd " 4` I V , - tr 1 / ;I '" _ k11 i i it i ; 8 E 1 I P1 1 7 ft ' 7{ tr f` Ft J7 ! /.,- f t, I I J / .,N O J `i: t `'\ \ �\ \ i '} S t i i I t i P I t jJ{ r I / -' P F i-, / 1 �=.; / fF # eP f _ f� Fs d 'j q i It t i} `t { a } i E /� t` / # f t t ( 1 t J F`/ .--- a. - .^ I p 7 ,`j t I (j/ t /r i t t 1 1 ` p t { t p ! y "'b,.. p %% 'd,^ �] f 1 Jf f F f ( r Y i'y € , ; ( i ttl " ; S 't\ } at 4 4 , € J �' a 1 Fd t I J J/ -. _""',.,� ��y t ! PP J/ `' // f tF b � I l / tt ff _ f pf 7 71 I a I { a \ 1 i 'Y 1 F} ! iR l I 1 i € t ! jj p Fd f f 7 r / I f ( st t Z .� t r i p 4 1 1 "a lk 11 4 I q l 4 t i i I i 1 d 1 7` *--- J f f 1 J r w4 ✓ 7 t t p t k 4 ! y Y 7 € t j t p' t ✓ />/ �/ P p C7 ti { 3 f t 1 i k k '1 f 1 i i t t 1` { i fF F F, ! /^ d d fl , (r { ! >Tt �,/ 6'6F {tt //' f f~ i }ii F F it \ t t \\\ i; Y \ 4 1} I I j f / t`` i' t Id 3` p f F { d r'/ fd f /! I f , d 7 t 1"' a.✓�f -' i Id I, _yT S5 L t 4 '} t y t }; 1 1 1 4 E ; SAN I { f f d t J Ft I t If P I 1 tf /' J J IP E} .: 1 ' d d �" ;.. i%--,. _..., k `S {t f j ty l t\ t 1 1 l t `L 1 V } f I I f 7 J` d i I f✓ / J J ✓''' 1 `, s^' ' 7 7 r - W` t t t } t `t 1 at tt i q \ t I y "tk / 08 { ////i iP f ft it? 1 fI I 7 7f d r 1 7 t , / g f "'' f F r J'< i P � d / F { t/m ",._j \ 4 I i k l } \ 1 } '4 i / I f i F i f I ! f ! t f / ,/ 6 IJ ' / i i t3 / t f t _ 4 4 i , 4 `k kk l k t /ki {I :s-'{% k { 1 t 1 i d 1 1 t _. ._..__,_ ^-_ !t j` ,J /d r✓ I 17 t r - 10' r f t tr r t h { }} t5 1 � \t '\ +t `} 1} F}6 , t i , f' d }, I f ff ! x_1 "___.___._ » ._ _ / / t rJ. </ t°/ d J' f / iIf - f tF i ! f< -I f Ik i i k t kk `kt k k k t 1 q f, Jf II rp tt f fr y �. '" -• ...... _.._ _._. _,_ __.___ / t I f / / rr tP /7 iO IJ If C � s I t \ /k1 r RIM 410.39 / I ff f/ -_ f f O $ t r'' 4"`^ 3 'k 1 t 3 y 7 1 J ; 1 1 P f t ! f F P JJ �3 fd 1r f,/f I i- f t� f f ! d' f I '} } t +\ `t S s''\ t q I i t �i t r p q 1 1 t ! ! ! - t 1 f { 55 1 '! 1 Y a t i '1 ! f # 1 d 1 " J /,, f N J { d t 8 k t } k k k \ t } + k € { d r d t 1{ t J f Jr`/ ,r ! If, rI f //////' r, F' It F f 1 "" , r.;.% =.,_11,__ Y , II tt \ l 'S •'f t y, tt / 1 {{11 1} t I 4 i j f J "r 1 /I (/ r /1 f 11 FP 7 a1. d I V t [d {F /J Frr r� » } a, a\ i tk } \.k \\ }` ,}k 4/ I t i ; # f t fP fr t J/ xr ° fff '! r!r 3 J t' p ( I jJ 3 ttr f 1 F q 4 i� , i �1 3 t tI tt \\\ ;'} t t/\t 1 V /f i 1 5 } �} 1 4 1 P i !t tf t f f P __ _„ - _. // f ` d i°r � f,� y ! 1j f / t 1 i t1 11 1f ,�`.l }F 1 l 1\ i Il a, \ tR ,'F \t \ \q 3 k } I y j` 4it }t i i i { Ff p f i1 ! fP yd,�1 .» / td r` t1 / :^" / f d (p Fd pt (1 fi `., `ii - ' 1 \t 1\ t t }\ t t V,,,, 5 f 1 E i 'k q t + { E (( t tt j f{ dF // t d J F' w ? { ds r f F >ti`IV t / 1 "-..-.,_ S \ 4 1 } ' i /'1 9 5 }1 3 i E tr 1 tt f f J _,_._ ! J f Y f f ' `g + F f "b`t e` f i Cdy t t t t \ ; t 's I ` s ' t t ° i f r@f'` a 7F / J 1P fd f! P('6�I s f fP �ht �` ° Ilk Id Pl tf t F ff J6 fir,, t` f 7 45 14 ?t 'Sl }t, /, q 1{ / E . i' y 4 }t q II ( t 's t t ( fII d/ ^,I t`"TI (n.. /P F �;'7s O { r Ja f t [ t `" l , P 9 t R / t } # i{ I # I `1 4 3 i f ` ff f j I a ? t 0 �,3 ! F 1 t t ,��{e t f F ____._�.,. _.__, ._____. _....... ` f f 9 S } �7 i I ii q 3 i { P 1 (j P ✓/ tpt ,T 1J P : ' // fF YI 1 ( t r' l \y t f I 11 4i �, 41 I I � � S f ? w i i St } � t 1 4 7f tP If J '✓e^e t1�t '� Pf dW...S s Ft O 7f f t r c9) ff ,"$t' d1 I �` \a y, 4}.` f7 1r d / o�o tk t 1 ( k y i i s•I `q t k I i tr r/ L d3 f `t S \, _\ r ff { P '\ 1 } S { i t ! 4 p t \ ` f d i ! p, , I 7f F t`,i f y 'A t./, + X00 1 •t } 9 i k , ; 1 7 f F'` ',t tt d td II / \\ ' a\ '\ :` - ; 1 IF d Ft I CAi 4 `s_._- ' ?f g i V��'/€#///,/ \ q t It 1 i � i ¢ t }t j ;1 }t } ''€ 14 i f fJ t CiB j / �4 f } f I }q _, OJ ` ? f �5y, j d t /� �j� i 9 d i t i '1 , J J p # t/ < a `,`} \ € t f a1 f r 'k ZR, \. I ! i I Q� i / k t I f a ! } 4 } \ l 1 t k 't t # ` `r�$ 7 t # tk d a \ 1 //I 1\11 t :b F 1 1 k ``, i t { I 1 i 1 1 t } 1 1 i \ C,x j I 1 "p I ! d rP \ .\ �, sss , fP - 1 O 7 f t r r s *,e 'r d t a� i I i t , i k i 1 9 k `Sk e.^ ¢ 6 1 \ ...,.._..,,_.,_,..,.-, N 7 J f a \ , �_ t Y d t of I I ' J @ J /1 ,4 E S 4 } f i 1 1 } t Sy CS rra t`t ! 4 } { f I „.!^";, i f ' I d {gyp FF€// yj 1 \ 13 \ t t,.. t a> t; I yam., (. s '} � d ; O f t 1 8 Lt ''I / / 1 ! , 6 { } 1 I i 1 t t cL'3 } t i i j s f, PI ':P skk 1 fJ, TM r� \ `•. v, t k pt O Et t k ? ti 3 r , '�, •� t / ; I R i i t '1 i 1 I} 16 1, Ik i rte' �} j} t i t /'� I i ..,v^" 4/ .N k f # ; { ~ i5' J # d € k t } } 1 ' S` S S f \ \ \ a i , 1, # 1 `q i } '\ 1 k k ° i I 4 ' fI + s I f{ �)P r 1 �... ,. `"v�' ♦ d ! tE t t �. f {t 0`1 < k k t! / t �� i / f I 4 t 1 S i '1 y } \y n "1�1 t i \\ } i t I tt j •i} y~"' x`11 j�`/p,. € F.1 € t,. t t t \ \ ~ \ a�\\ } # } i I # 4 S i 1 1 i t i S \ 't `d +\ '1 } 9 4 1 ! l I 1 k `•n +i ..� E; `° ` �4\! `� # d1F I } I i t i ( \ t\ \ 1 t t ' i 4 1 f `} I t1 td S 'a.° \ t 1 } tk 6 I ! d k 4 � & e i 'm� E __ i a p ' t \ \1 1 i / g /{ 3 I I k k y } } } k '� 1 Sk k 9 t i 1 l 1 1 J 1 I k \ , '.Ji`p # �t # # W { € t # A\ \a\ k\ +, ...�i rf�'Js f i I f I t } 1 'i c q 4 1 iE iq k-,�j, t 4 't 1 ,I 1 S 3 I 1 I "^-.. t � I 4 I' i / a oy I i I k t y f E # 4 t `} t k t 1 t t t i t d \ k ' 1 r S.1 t ! -� C�'j f 8 Co ! \ \\a `\ q lrr r i } +t i 't t 1 } 3 k k ! 3 1 P r R '' f "7 r I I ' i t 1 "it i# Ch ! # 9 t , t , # i t k `4 y `5 k F,. 1 , kt t 1 ,4} 4 { s. I f ''. t t ;&;, f {y (�.'^�k f 1 O # i t t \l �\ I l 3 { I ` i , 1 4 ' e to `'I t ti 1 C) t`-3 `k } \ S1 ` '+t 11 .k { , I F 1 / i5; d ' t \,J { # € # \.,� 1� r/ ° { i Y t t 1 <'\`S 1 S F } ''. k »f}ia '+'�--V.1 P { } l` .'\ a\ i / i # j } 4; + t t 1 1 tk a G,]r .�,3- }y tt �1 t '1 1 4 t s ,/r "`Y' p F L t t I --i ; I ; 9 a I-1,, P ti: � a / E Z ff E I fk i5 'tl t1 \t � ` ty � \ tt 'k\ t \ .�` t i\' `'' t a \ , `\ 1 If '1 t t k t v, r t x % £ i } 8 `'• '� a t I - \'t v k t v 1 , I' kk \\ _ d// t \.,� t f + 1 O ' - 1 ft P 4 9 a 't`' `�,`.�Iv 4 tyt I € tt 1 # t 14 } kk t .�,„ k ° l t\ \1 \ \t 1S k \11 \ *,\ ¢'ht f ' j \ J j V I j O l d I 1 ki va V y CiL3-.__'. q q i { ' it `1\%\ _£� ^y_ at t l t '`a t, \\ y \, `'a A vv vy `, E tk}t 1/ � ' !' ! 4 # { j GO �7 }l 1 d j /-M�a/ ff p I ' i t i 'k c�'...,a kt ° `^"'� `t k ' e 'y °\ "°°\ \ t \ `• \ \ ^•I '1 j3 I A a \ \ I / x i i t { ` f g1� ', i .� C7 k \ a �ti I,. i/ L ___._ 1 Jpr i ! Ca 44 Cds Ca r- \t tt a tt \ \ 1\ ,,\ .\*, \\ N1 { _.,"._., 5 �'" / 7 \l t 'a 1 t\ -^ _`____-. ' ,` 2r• ` ' } , }k S `\\ "` �, SAN ,` ! Ir ; I 1 '$- tl --a- 'ar :_y \ tk a , �, `` '°\N ?,\ N\ ,°_\ \\ '"�, •,� \ m._,. _.__ \ i i , / 36.93' �7 \ i \` r a 07 e, `\\ \\ \ C13a b '� t P j ! `?% x t i 1 \ \ � ix /h / j f 3 '3F k t tk tl t k I% 1 aN a, N\\\ °°\,. 11 1 `'\\ 1 \ A 24" RCP O 0 % / \ 1 TM� 4 \ \ J/ \ .Z7- P t 1 5 k 1. 'tP p� ! P 11 i \ 1 N \ + \ , N /; J/ -� b i @ 8.9 °° i I 4 4 \\ \\ / 1 �jb �• i Ma 4 \\ y t \\ t\ l\ t\ t `\\ ,.a \\ .�\ \\ y'\ '\ \ '•,\\ \a 11\ ',,a \ tk •___.__. .__._-- --_ ? /:}'` ,-•' r t fffj A t a \ `\ .�i �s r T".,.� \", `"t t /�F f, } �t \ `a\ a \\ '"'•\ `•a '� . . \`\ \`°� `°,. \ `. Am {, STM , j d \ r RIM 385.36 t Fc//l1 92 'v t `\ \ >` ' \\\ av \ t '/r" �„ P A60 F J1. ,3 22.64' - \ '„�,I, a3p.I i F i E t `\\ 't a', '\ `a\ �'• ' ' •`, '`\'\ ``\ `\ \\ \\ \, tt1 j / , , J'' kf £t y a7 #'.. \ \ F ""�, \,1 4 F ° 4 v, ` t , e a \ vt v v\ a v`\ , v l �+, \ \ \t\ v v \'e \ \ — t _ -- '' t " @ 8 rn \ rL / S t v \\ \\ v \ \ \ \ ! ` \ \ \y \ \\ N'` ____.' .____ "' / '- .. \.,i t U) :' tk CAhp y ''\ ISµ4r�/Y �'-'P/--'> �� \ ,� \v eta '\ v \ ° \'' \ \'+, v\ ``\,, y�'a v''\ \\1 a`•^, \a\ \\\\ \''\ 1\\ \\, %}\ j A / \t7 f{ I i t' \ 00I I'J ,/ �''"9'''./P,"„z . \ �\ \\ \ \ \, \ \ a \ �'` \ * ` `\ '* _ \ A62 a \ i \ \ t STM .---,c/ \ , /// 6 t -' /�..., ,.._L_ 1�, ., 1� ( 61 - p1 , '� ,�,'¢ `'Y,"..11"vi$_., .. y��_-_ ,.,,.�. .. \` �,` l \ y\ 4`^`"\ l h''\ '.,\ 1 '-\` ',°\ `+a \ `` '\S \ 'r a tl`+\ 4\.,`\ \ \ `--"`.- .,_."`_ ___ J r r - J /!' -.. � 1 '-\ f d f - P \\ \ r ' "" 1 '\ , *''' \ \ I - \ \\ `''\ S \ \ /7 !I / t/ f', '< f/ 1 i '��° 4 }, Jr 26V w ry`',,\ \ ��L(F% .� `-,. ' ,, \ a *•'''\a\a1 ,' 4\ 't,\ \\ \ \ `\\\ t,t\ `\\I, I F y ✓/ J' , cp W� »"' ,F I ( f..,, J \`t 'u% ../`�v' v'`+. \'`, \ \ ~\\ `v 'e\y a 'a a \ v \ \ I 1, z 11 ,/ op ? a ,r'f f 1 f✓ f m f I,r i I N v / / ,] .u.�h« .e\ 4 -„ \ ,F \ \`, \ `'. \\ 'y \`, '\ `a\ 1 \\ \ " `t r /` t / / T fd! i k' n / b tkuTu!, .....^,---'w \`1,, `\.,,\ \. ,. \e \ t 11 \ \ f ! A (4y f r Y 1 -..- «d'' ri`-._....� .............. l '\ A \\ \ \\ \,'t \4\ '`\ \ "ay \\ \\y +\ NI °`\ ,'" I, fI f f t' 1k J / ! L "'"`wl` St t \ '`,, `'\ N 1 �•, '`1 ♦ �`\ \\ 1 t r s°`"a�"°4 °"ms'"`° "`@ f t ' ' _ / �6�, �Chr1. /�`"' _ _ _ u "' _ ^ d t a,�� \. \ \\ \ v a a\ e l t v 1\ f f VO.21-,-w r+ _ ,,I '�, \ \ N~• \ \ \ ,a °\'. It { I f \ t t J r Fr "_-----/ �/` � 'xi� ""^ -- ,.,. ti�q l 1 �'`\ `,, � \'°\ \\ \a ``\ '`\ \\ ``aN ` '\ \ `� 1: J F 1 r 7 t / r ✓SP _, _.. -ZI_. �,R, a \\ 1, ''\, 1\ \ \'\ \ ,\ \ \ t d� t 1 1 f f / O , O r Cn ._ _. ._ _ zz� / ,_ _ "" ♦ '^,,,��`�'� \ '\.\ \\\ Y '\ \ \\ \ \ \ 1 fr k ! ( t ' }O t`1 b Jf_ .L'" .r:. --... a rv' `-'--'"_'` t.4 y\\ `�\\`° \ \*, ''`.,, \~`• < m \ \y \ '\ \ ' I } jjj F t J Cr - cp l rjx � J�'�°\° .._,._.,_.. ___.-`- �>� _ '`'`. , '`+ �\\ v\ \`\ � \,\j \ \�'\ a\ v\• ° \ v ` `'t tt ,� 7 1 t f` d �, / i / P", d ` jrx,. b`---•�..� \\ II \ `\\ \\\ \\ \\ \\ \ \ `t0, i \, 7 1 \ # 7^;° l n,y f/ m! e� t- '.� P� `tom __"_ ` 1 `j a ». _.___. '"___. _'" W _1. ``. ,t / \\ \\ >\ `\ \'`\ `\'\4 `\v \ '*\ i 'e \e ° t ,,at P k t! l Sk 1 t P G~ d F t. -.� ... _.._......d J s:SpSkai d-,_-_-_.-__-,-,-_._-_.__-,--,. ..__,_- --'--"._ ,s„ *f ^•,`\ M1•\ \\ '`\ ,'\ \*, \\ \\ "e .v\ \\ \ �..\ t` ,..a S 1 t I t n0 f I} d . :� ;�� C� i:',4;�rtfa.,H �'k ' _,^------,.ry ,,,\ �.\\ 't \ \ , \ \ ',. \ \\ \ �``\ f'" t_~ t ,." s, t -L ------------. w. _, � lyy4~ ___ ___. t \ \ k f � t P iT7 "n S f r 7if-O ""„'--'-_. \CJO � � ti 3.z ��}}�,,'!_'"________.__� _.-_. -.. _ "+,." *.,,,, `' ^, \'�, , P t \ `..,\ '"\ \ \\ \ \\\ \ ''a., \ \\ \ \ a\ 1 `:\ \\ .\ k k I P iJ 7 t tna5� _____._._ _,, $' d 3 `\, *4. ''.a r \ t `°\\°\`< \\ ''',\ \ a `,,\ *\ \ t ,v, 'v °•\ s ``\ v N 1 k k `'` [ { f - i I F V f �''}Sf ''" / ! 3 fI `' l \\aS \• \ l \ \ 1 \ , \ 9\ `1 i 3 I i s:^^ i # f / Q # 1 _ __..._.__..__.G__^_'` _.__f c1. .'"'^,.� '`�\`' ~7 t t ''t \\ y`\ \'``\ \a `'\ \ a= `'\ \\ \\, v \"' \ \ '`\ \., a\ '`\ 1a ` \% '°t It i I ;P} E t f , O 1 - tI J� - / - 5 2�( rf V� ^_,„,,,..M \a k S I\ t \ \\ \ '','v a \\ ,,\ \ \\ O \ \ \`` \ °y '`\ \\ \. \ �`4 n i ! / O$ z'sssi 1 ___._.__ _.___ .,.. `` // \ \\ v \v\ \ �\ \\ n \\ \ l\ \ 0 J t _�,,, w \ J f ,+� / 3 /.._....._ n_.__. _,_..-_.___."___.-"""'"'..__._✓ J {{��'� M n \ _^_ } # S \ \ \\ \ `\ \` '`a \ \ \ ^\t\ \\\ ' '\ 1 I t j € p ! t p d e - __ Iyi,- ! i� �^ ;`-.-1� k I k \ L 1 -y N. '\ `1 '4\ `\ \ , a ",. \ S \ 4 k 8k L,..s"+ { rd""'k d 4 t \ lea \ ', \�°1. \. \k t �3j d fP F J O] I tf //' »p..P J 9 m_ __ _... ._.._-____.._...__.-,. ._.__ _-. _.._... _......r R) \ \\ ` 1\ \ \\ \ 'a\ \ aI 11 t \ \ .,\ tl t\ '\ `\ t kt }` k 3' 1 d 11% �{ Jf rF 'F r% - Pr..`' 1 U _ ,,\a. 1 \\ `®., '* `' 't °,. \ \ t S t\\ t\ `\ `l \s \ \S N 1k it le # I '••"', 4 P Cng 1 -. - t pt J tP t/ / CJ ,+ S 4 _ _, 3 1ff'.h-<------ - \ SVS e 3 t F k } 4 I I d ,_ _ — -•M1"`~ ,\�\\\-` '\*, \\ \ \ \ \ '• \\♦ \ t t N \ s CD' +k+'i �Y € f{ {Tw €{j}'; % f f 1 I Ip s _ -«L Si ____...N ___— .._..�- - ,_ ._._____. _.__,..-.... .____.� ._.W._..__ .._.— .......,,._f -� °,\, l ,°v \ °ta Y \ i l t 1 \ *. WA� `@.t 4 } i i3 t f j /•/ f fi : f f t t �%3'"" �_. (} `,, a,\\\`.,, '" \\ e t ..\ \\ \\ v\ av t `'i \ \\ yt to \v C } } k { 3 { r J I f 1 f J f �--"/ ��...._ ��� f » .q b/ _...-_. ____'-- �s \ `�,\ \ 1 v`\ a ` ``\ \ , `\ h v t t ! 1, p 1 1 k -+I # t e r / t f P f 7 .0 , 3 , > \ •, \ '�\ \ °"\ \ \\ \ \ \ �° L 1 1 \ \ *. t. INI F 7 d t rCJ_.,. "- tP '`'I' ''\\ \\ \\ �\ \ \ "\ \ \ 1 't t \t! \ \ t kk kk ip 1` ; CI3 3 1, f `r/ # IJ !i t F ✓ ,,,^"'_-^ „r'Fa;, .__ _.__..._.....-___..... ,_. --"'"`g....._.._-___. ,..._...., - _.// .,`.."",',...��� �, ``'.,� \4a `ti \ 11",'` \\\ \ k`1 '� \ 1 1 \ 1 t `l t I.\ ( a J M+ p 1 i I t , ' f r J t5'13 d ( J ! F P '"_._~M ( ____..__.` _____...___""__-_____ `"...~'" \'\ `\ '\ \'\. \\\ t \\ ,\ t\ at \ N\ '\\ t pLf..S : •F t e i=" 1 i rl i• 11 d / f 7t f j ,... , _..m ___ ._.____-_. _ - '"'`' 4 v'\ `'' \\\ `'\ \\ t V\,, °`\ °'l '\ 6t at '`l t S 1 \y \ arty S d.1 S s S4yLpf ,sis € l } ! I J r P f J ! / ,m ixt _'-' ._ __ _. _ _ _ _. _.. ,+si" *..,,,Y , b ,,,a ` „ \� ♦ \ \ ,\ \ ', \ \ '`% \ t t ! a \t \ \ .� . s._,sssa,s,,s Jy s:. -,,,,. r € co t t' ,ss -r `"k __. �.\ \ : '' °o t \ \ \ a .ws>s;Is {r�� jt ,..I P ", f ✓' /.spar a r i 1 r 13 t I 1 J / r n, r r P _ i s s a - •. _ _ _ _ - _ `_ k ^a v \ \ \ \ .: 6 -/. a - ssd a: i1... i i I E i p P { .: M 1 dt f1 ff ' f{ r"rf -". "".�- ,fL l , ...-_."_ __.....,___ ._, a i S s 4L t _. \' b � 4 b [ F jy(f�f f J{�/ .. ,. .__.,.____.....__._..._.___-.__.....,,.___.Y .»_`____."" ^. _..a \ ��> 6 `* \\ 1 t t '\ 3'Y�' a..: s _ s rtAisS kdiLS4r�i�P rSSi qi 7: t i E N J f P t t t j J;{,. _. ," 4```^^-.11 ~~-.,q \ \ 1 1 k1 \ ° `'` \t `t \ t \ 'l tl °t} a \t `ly, k i "i.tL,S hr P Sy4�ySS daSf.SLS >"rSSi€.d L'.,: }'•_ ( f t !.a t F t Ff t/jj ,/t - ......._.__._.____..,. _...__.___.._•___.,. _._.w__...- `-�."'."'^-� "\tet } Y \4 It `\ a\ �'a `,,`\ k t 1! S 1 5t '+ 'a `> \t \ ,✓,v..<.IIF S S: £k s f P I'r f S w'r' ,7 t F f ! P f 1.,,,3.g q. __ .,. _ ._ e. _- _ t t Y 4 l ,,.__1� ✓ _ } t F res„„F#ts'� IrL srr {asfs- 3tfs f t t i, 6 ,, F/ f f f r { ____ ''^-.�+- \\ a ' \ \ t a e \ q rr F s ✓' ,J,,`r r'1 AF t. .'`=� , _ r t t P r _ tih ,,.b l _ w, \,. ,,,,..rr (/)j (f. \ tk q t '# \�., \\ \ aN t\ '! `1 kt � \\ \ Sk 1't \ a \, \ 'wt \ � 7 ✓ ,r�B:F SS � l k � vL/+,.r .i''4 LSSs:-': J f J fl tl/J {J r.r ..-._................ d.__. ,...,.-,..._._...__ �r-d” \`\ }� t 4t t \ � a4 q4 l�' \'' `"t t\ 1\ \t `t \t t\ ti L <'' \ ''yS 5 4 Yt7 / 1 7 /ff/ ? J I I ___,,.,,.,,.._ �_ �,._,.. __ \ I i as \,, yl ; t j t to l jf }} 'tf` lOf f/Iv. fdrlr d [ f ,'#? I d 1 t t P FF y, ,_ .v..,m.-. *, \,`\\ \•`\,, € \ \ a k i 'q '1 '`at \t t tt ` \ \ \\ { € J r yk4tt. ,a r'� s_16ss sis f 1 q r F r -'-'-'_' -•.'"'^^ _'"`_.___ �'a +.a \\y,\ 7 t \ 1} tt t ', t ti a °\ 11 \\ 11111 t { } L' 1z,$;ski"" ;,f,- ,$.y la! 4d,'j;;r:TY,r,a / p P 1 t "`.”. ,'♦ �. \ 'a k k ` } i `k t t \ \ Y r d y---------"---------------,-.---� __. _. ,„.... i s r rr \ \ \ y r - _. _...._._ �' ` _,w. j } , thF P sSEd d r Y' i ! 1 \ \ 8 } t k a 4 \`\ \ \ '\ j t F S >.: ,.,},?,s rL s .:! s//%7'1r s}°{'7i , t / -'' .. ___ 1v `A'', \ ° \' � E v t t t t ' 1 \ \ L \\\ \ tt I + \ ;. } 11 11 ,;.cL:dlsL 4f G'S S' �f rd,t af4 ` ...,.__,.,._.... --- '\.. 'l\\ '� 4 \ ''\ * f J, k i 1 \} ¢ i'`8 P kyrtr�l?,1la Pk s s suss:�`,g: Pf ' ,/'..r _ -... »'`y �' „ '`.., G "'-' ```.", , `\ }1 '1 ak .tk+ ik k k }, k\ ``\ \t to '`t \'`v , I t /r ! s # t11 f`(. ,P%f.;y4 1$ r wf, M' , .,/'^`r ....._..,__...._,".___...,_.__. _._ _...' .___...__.... _-_,,..... ��"t;\' ,'' \ k k k } } } i S It \\ } \\ , t i ik, ; ; , t 34? ... x`:°''`s x3a�rr11'r,+ .f/•✓' r -.,d... r, ____._-_.___"_.__________'___.._.__. ..,,,,� r c >.•, y = t,k 1 ` j s s t'`t t a I i t t r' t i t fi t tf ' <a.;C ., y; y✓.ryrr 3 3 '*.. `'`ice k , i1 at t } y t, \v 1 \ � ' a' d 1 ' ` SAN ~' - (({ y , _,_ 11 Ikt \I `\ \ q f1 > ., J v \ \ 4 I ;'T t r { p t r t 06 t __..._..,...._-__.__ .,.______- _. " i1 `�\.." _ 1 4 f t l 1 '' \ 1 a\ \ } i f"' I I I f 1 j f _ f FF P 1 d fl _ `'`^. !% �\ \a 0 t t ,t4 kt 1 S} t ° k\ 't } 1 1, I °`\ \ I ' 0 ! £ { f `�rf E t '!� t I t ! ! 1"'0,,,, '� ,, a `il j 3 } I S i !k t \ t 1 \i `1 \ �t 11 I '',\ pqf I f' /�/ �'\ , \a t P {$7r' F� pd f I 1 rl dj Vii/ t� fP< tt tt iF 1 tl ( ! t pf d ... _.._. ""-'-"" ``•.� \\ t f ( f } }} A }t S \ rN t t Fir Jf /," \ ! Jf D t d f i f 7` :p 7 1� f f r 1 jj ft f t i __._....____._..,.....____.».... ... t t f t 7 'i ` 4 I \, 4 \ i \ \. F •`v 7 d J d eff 1 J f d j]j ,- \ a ` k i F f t k l l # 1 \\ \, J , / f '} t 'i f I' dt 1 t ✓/ / i ( r lI Ff tf tt d T/ , \bre ""."'`,. ~3 1 1 f t (\ '1 11 k 1 4\ \ t Y^< \a \ `^'`\4,"if jA 6I I FI tt tt fF fI d JI f t t d FF F d d ff i II 4��`+, 1} St 1 itt' t 1 } Il' 1 ` 1 L 1 `\ \ t \! /' /A t " 1 d d jf¢J !I d7 It tr P d F p 7 t i k \ 3t kk i 1 t n1 a \ \ \ \ N, 1� / d f I I jfj P `. (r r t J(/ t t t ( "__ ..._..-....... .--`r..._ —. _ `"`,• k ', i t 1 }, \ }a � \ '\ '`\ , , ,''/ <% //! It df P ffr Ift if dtr / r I aF f 4 IpF J Frp t tf !Ff f 11 f, J1 17F 11 j ftt // - ,_.. ____' ..._.....�, 4 .. -,` \ \;\ }tt tv \ 'tk ,\ ,k\ tt \1 v ``I ,\\ e \\ `• "I f! /' t d 1 (I 1 / I Pi t , f I F t f Sy J I t J t F F , ! f t f "^-...,_� •},,� ,,� ,,,\ •e\ t, ti '\ \\ \ ,.\ \ a\ I I"^ %1 e / /' / t/ f rf Fr /r / r d t>((( ff t I r rr FF ,if 1 1p ft r tj t' ",,,,--._,_.„„ ^, .® \ \ \ f "\ "+k a �`,, \t ''\ `v I/ J % 1` 11 %. P d < ..,L�,. tt f�`GU� f1 1 f ! t 1 {f f 7 11 jj p t .,.... ,.__ __.__,... _.,. ,________ ^" _ -" "s \ I k \ Y\ \\ °,,, \ ""' Qd f J/ f f J r' i r f - d .NV F f 8 I !p I! I t j t f y,,,./'' m r ...._.._.,.._.,._-_..»... ,.....,. " ry -„'rr " :\ \i ! \ 4 't ! t <\ ~"� �\..e Y p f ,`` f < ft f1 pd JJ �j _ + I Q P f ✓ ! J r pP 1 f J Jt ter' M ,.» '"' `" .,., r f` J/ ,r" /J fI J # ."g( / 'dl / 1 ff JI f1 f! !i f f 1f )1 1 ,.✓ '('\ '• \, \I 4 1, ` { `S t\ •\ \ t\ \N, \\ a\ y. y `"'-., p , / ! d f F T I t _', J f t� J t P f% t J -� } Jr f T / � 7 f, f ! - _ t t f I J d J 1 r P d t f/ .... `t+ \ `1 Jj +, / / <` / / ''� f "4 I ` t / I 'A �:` t / t l 9 f f ' I I f t F t I �r�rr ., .... ,, ..... ____......,.- ,.._._.._..,.__.__-. _. _....._._,a _. _.... .-___, `"__' _ _ \ i i t \ ` \ \^.,, / f / C1.� JI / r ! f ff t J t f f f J r i 7 d "�"`-.._.__"'._ - --_' i `'`"MR ' ,1 \ \ `s 1 ,/ f / rl ,/� / t f d 1 1 - F rF ' ' t 7 IF r r"" f t s °' `` N �``,, % / d //s < f E.,,.J f J J Y ///> f I` r r t r t �' r,., "\,.. `:, k t S 0. '\ i\ \ `",, j Tt / .! J `i�^ / . F:'yf d , f f iy f 7 / P f Fr I . r f I J �4 k 1 l \ '', 'y, / , J // /,,+ J' F J i1" ( f? d F 1 ! F f ! 1 r f I fI £o !` '-^', '1 h e i !` ,r J , / ,J/, t II f, >, f d - 1 f r i P J 1 7 t f F 7 7 „___..__.... _.... "\. �'�V F `'^., l S 1 'ta \ \\ `\ \ - /! ✓// //< fy / J! f F fjJ . d! !t FZ ((J Fr JI Jt Jf 11 dd< IJ ff Ft fr I' 1P _._.._..»._._,..»_ _.__`__... ._ _. _.. `� \ { \ \ "'11111 / // A/ / //'' r%a't If I/ r J �J% rI ! ,/ J f 7 IF ( /' f It f t IP ft dt ^"�'---_ e \ I \\\% \ 1 1 `` 1 / / /J' ,✓ f / // f i J t l f 1 d d r f ! d d d t 1 ,,ss ----,,._. � I P J - f p f , t ! f l .y', ,X Fr //s F&/ J r I, 11 If �fIP - t1 J/ I 'f Jf PrP 'f 'T t/J f I't (If fff tf _....., _ T /J /PS 1 r fJ(j / t J 1 t J P _-w. _, _ _. _. _ _. „\ tl i '\ * a e J IFF !/ // / /'J J / If 1 tr / 1 f f jjj P d1 PI IIA r f p ffr 0. ,,.ry p,4 \ ~\� - } 4 `'\ `''\§ �'\� J r / t J. / '{' ! I J / d t / I f 7 t r '•,4,y f'.6 / t E >� I fF ! , gin, ,, / ! r q Ell I r dr P f"` fa t t rf 7t - ~ `v., Li'I' .._....._.r `\ , ! I I ,✓"" r x fV f F 1 ! f f F tlr iF t p `/' s -'-s` 'tl \ \ \ *71 `'\ I fJ Jr ,,/ 'b / i J / (• /I `� �~ ' r t f 7 ` { r / d / _..._,...,..,_ .___'_-- '"- ."" _- / r } "k \ '\"l `\ f / f /r'rf , -tJ ! , f p © It tf ' f I' It 7 , f! / f f 7 /f/ - tI Jf f if *, 0 ✓/ fi/ /./ fj fl f P t / T d , f J t ' / / >/ 1 --... * /rd 1, t e'`\k \ Fi "` •\v (J/ x/ / b r / j , r \ 30 _ _ 1 `e5 7.5 0 ` dPr 11 F t J F. J/ y f \S / / F / fJ r !f fl f/ Jt IJ / ff / rJ 6 1' / t P/✓r /°'/ ,.n °" ,� ,,. ^'rY ~'" t e• / _._ `*a; }. P - .. d f J J ! t r r d d d I f f 1. J ../' ._ `°s� `"*. . -�.. f �\.N t /� J/d 1 "= 30' H:k15WI520WDRAWINGSSPLAN SETS\ROAD IMPROVEMENT PLAN\V152000SS0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:58 PM LAST SAVED BY: EVAN.NEWMAN 44 g X '-i 11 a Ug � 2 W W v ¢ O o w H Z 0_ � z rr,,�_- UW 4 [YI_ -w zr(D�0, 9- =O aLL- , Gf _z¢=o�3r � W_jaS2i5-, +;D- ',- Of -0< 0)40 t3o ow P4�� � �`�� ��� w= '4 �,7, <r Z<,'P4 _� �H }U � w � o �__ w H Q W dzd < 2 0 ZU) <4.2 }ZQ '--o U z'� r z 4 0k O z o� H � - ,e, Ww W �Q CJ - '� Q N m W Z Z5; � m ��' � W O O W W Q -- ' =L0 n2=, zrJF 0 *5' U i7 H O H z u- WOW QOOW av' J(n2 MU) Z U > w u � F. o p0'2 aN �' W, P, t w ��y O Q Q ao r I- a s� W 7 �7 0 W >- Q rn '-t a W Z Q� Z Y 2 rs- } U2 CF ZQ �YY,d o0 W wC9 00f01 wz �� — Q W O Q Q W D `- } } o w d�'j W�U)555J o -t M W Q W W W= ¢ w �� mZm ZZZO- ow *+**�* �o Tj :� 14, o 1 H m Z. U) ,4 RF -VISIONS REV DATE COMMENT BY —t — KNOW WHAT'S BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. I NOT APPROVED FOR CONSTRUCTION 00 PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE: 1 "=30' CAD I.D.: SSO PROJECT: ROAD PLAN F OR POLO7 01.rO � % JC GROUNDS ROAD AND BRI`w,l' OS:l}(�Y�t ILL SECT10N I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA CJ DANIEL R. HINES 7P .p Lic. No. 043176 ge 11 'At "% 7/31/17 "J, ,NAL -- ' SHEET TITLE: SITE, GRADING S UTILITY PLA SHEET NUMBER: i,-,-310 31 ROAD B SCALE: V= 30' ${} � j i 1 tj � y } tt t+ %t �}i / ♦p \ t1 1 rf P: l ''a � �� � �( '4{ � � l i � € , ! � \} pt � % € i 1 t ♦ r'r /rr ♦ ^?. t♦ FF ti i °� S 1 tb i fdf t , �z S St, k� � k ! I � � I I � i% �4 ♦\ `_�..„ �lY'T, k \`v F, •i € J7 ti♦ ♦ .� yM $ { .,.-.^"'✓' - l ♦ 7 �� i 1 tS % � } ♦t ---------- "___""' { z! '�� � { {� l � + S }yF � ^---�:,��.--.w iLF y p♦ � i 4 ' i Ik P E { __--__,__.___ „- 1 t F i 1 S t 4 F — � r t 1 w % € 4 i E € !t t } ij a , I fdy � lj � i s% 1 i ;°.♦ r 8 1 \ } � fb I E € 3 _.... _ .,. 1! i t4} li� E 1 tl �}} 1 ' 7 ; l 1 { yr .•''�` ��� t i ) t t � ft 9 f " %'f ".r ._.,_ ..........__.., _.... .._ j �•``., 4 ii + ` li •+ Pi 'I\ l s � F I !J p 1 E % [ # { b 1 t i / r ff /' ft r tr r t t r p r 1 Jf rt tt 1' 1 t ! .-��� .'"^' W`� j 1 9��. -`'�;6 ,. ________._._._.., j { } t r r d t { 7 '� s t � t /fJ f ___..,..___-...,,� —,- .,,• 7_......_... _,..'_ .....__.,-_._v_ �{ lc 4° i �I J /f { � ' � � i i t t �S ¢ 9 � t i' P p 1 000* J - - t / i % A f f' { r l 3 _..,.._.___ (% � ,f : sd L t _ --- .»..--.,. _.+"' r .rFi.'�° _. `• ~ �. _ v. IT \15%V752000\DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLANU152000SSO.DWG PRINTED BY: EVAN.NEWMAN 731.17 @ 1:58 PM LAST SAVED BY: EVAN.NEWMAN .\ s ___,_.-_____.___.-____-____.____.___ � r y � 1 , r w r` rJt `•♦♦♦�F *df � Elia Jr J ____�__-'M ___...._,.. _...._ __`_____, _.. ^' _.... _l "'__'.__._-........_�...-._e _.-_�.__.N,_._..__..-.__..._____.....__...._.,-.___._^..__..__..M...,-......._....,__...__._... t wr 4 t € ! ; t l € f s f f rryp� __ v__m _._____. —_____ .._._�,_. _______ � _._..._..._.. _____�-__._-_..- �. _ � ♦ Y F\ �. iF pFE `r 4t R 1 .v�_........_. ___,...� `P � E I i f I s E E I 'Pr/ .__,. __ .__ _.._______-_.,.___...._........ �� _____. _.___..._ \ t' }q t4 tl �� '♦o_. rr i E E E ! 8 a %slum=101 mum== 3 ! § 4 ... __,•.__—_.m _...,.__._, _. f t � E i E 1 � € E i € s i , f i PTTC 440.42 f STM PTTC 439.57 + C17 -------------- G 439.12 m RIM 439.75 --------------------------- t , RIM 440.58___.--- / r' r— � � � `t '♦, •81.75'_ r ,. r r r aa� 't 24" RCP STM ROW o� C18 0 �� ` @ 0.88% ______.__... GQ 18" RCP ` r - -_._____ @1.90% 1' -------- r -•r'ry r r� r pAr 98.34'- 24" 8.34'-24" RCP dr @ 0.92°% HVER11 .... ... --------- d ! 0 i t 1 7 7 u o Z oO o �w w zu'< wog �w ri O -' J Q Z U Q a a o o w ti �0���, a w 0 ¢ n 0 Z o 0 QQ QJ Q ov ZQ �o <U)I:LL]zz> DC7 0 J w m � > � - - 0� = �u�10 01 Lu mm C%N =02 J00Z i�. r w O w Q o O w q � Jfn CC ca U) ZU z� Ca �� 0 i-2 o z F4 P,,, Y P1 0 0 Q ao } 0� d a 0 w} W Q Q 7- Z}_ i r C61 ZJ YYU) o0 Lu cr Qw0O}}O-o �- �:b awowww= �w zzmzzza_Pi ow Ct2 REVISIEONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 111=30' CAD I.D.: 550 PROJECT: ROADIM1PROVE1 ENT PLAN ��/�-.'up T {�F FOR ROUNDS ROAD AND BROOKHILL SECTION I LOCATION of s1TE<, ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHILER!, 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohierEng.com DANIEL R. HINES 'P .p Lic. No. 043176. 7/31117,1 oNAi. ���� ; SHEET TITLE: SITE, GRADIN & UTILITY PLAN SHEET NUMBER: C-311 90�0 4 SY 4 SY SIGNAL LIC11r !Ei/ER L!>NTS OVER Polo ORONVOS RrO. I 1 ( PROP. SIGNAL POLE (SIGNAL DESIGN BY OTHERS; UNDER ( f SEPARATE COVER) ? 1( f SPEED r`1 11+00 " -`�—00 12+ >12 $840 VPD EX f_(JGF OF PAVEYI NT 4 S 13+00- 14+00 �" 4SW EX 6VAR29RAte._...i-- 15+00 r-- 16}00 SPEEDX LIMIT ,P V AROMIf STATE ROUTE 643 SPO"L1 GROG NDS ROAD 35 PROP. DESIGN SPEED 35 MPH R2 POLOGROUNDSROAD SCALE: 1"= 30' iX 0G' - Of PAVEMENT 30 15 7.5 0 30 1.1= 30' STC f.1 POLO GROUNDS ROAD 30 15 7.5 D 30 SCALE: 1'= 30' 1 "= 30' H:i15%V1520WDRAWINGS\PLAN SETSSROAD IMPROVEMENT PLAN\V152000MS0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:59 PM LAST SAVED BY: EVAN.NEWMAN P� F uj z 0 �p zWOJoJ� 2: C) _�, w�Za�¢ z <= ¢¢0o ��Pta u w o 7 o z 4 moa.= �za U LLI Lu a14 afl)S W zzJ > W O O W Q !7i = m: - :22 TL, CL F Ca (71--0 F - I --Q b 2 2 2 J S 1 Z C � w 0 w a 0 0 w " 0 0 tY d M �z wz ¢_ 'R2 WaaIj2 Cf! zJ�YY D_ 3ti W U CC d' W Q w O O} }O D_ W O W W W S D IQzzzIL 0� REYISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION OF PROJECT No.: 7152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 "=30' CAD I.D.: MSO PROJECT: COAD IMPROVEMENT ? V EMENT PLAN FOR POND GROUNDS ROAD AND BROOM LL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ENGINEERINGr4j, B 0 HIL a E R 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com TH ®fi V DANIEL R. HINES )1p Lic. No. 043176 '90 7/31 /17 �tl; L IONAL ��� SHEET TITLE: SIGNAGE AND Ji S RI INCA PLAN SHEET NUMBER: C-312 0 EX 06f, OF Pdl VEX -/Vr 4 SW 0 ,,0AR1)R11L Ju �u i " S R.O. AID STATE ROUTE 643 POLO GROUNT PROP. DESIGN SPEED 35 MPH POLO GROUNI)SROAD SCALE: I"= 30' 33+00 6\1L lam' cri < 0 E--1 FQ z Ld z <0 CEJ ZQSQ 30 Lua- < < co 0 < 0 < Z Lij 0 z < < < Z 0- CL �4 >: z < LU LLI LjCo < > 3 W z z > < Lu 0 0 W LLI < Z If, = Z 10 0 Lu -j WD z 0 LU < 0 0 Lu F, U) � CID C/) Z0 P4 0 Z C-� Lu z< Z>"2 az u Z < 2E Y W CL z - U) op W(D of Z Z 0 0 W W>- < p - C, ow < u, 3: to 3: 3: Z-�, - a. I o Lu Lu I T 5Z m z z Z Q - P4 FS W _7 Z ,4 REVISIONS REV DATE COMMENT BY 0 ► 111111111:1=1503 1,42wifoiliffillf] It's fast. It's free. It's the law. 30 0 30 NOT APPROVED FOR 1 30' CONSTRUCTION GE) 6" SOLID WHITE LINE @ 3' SEPARATION BETWEEN LINES H \15W1520001DRAVVINGS1PLAN SETS\RQAD IMPROVEMENT PLAN\VI52000MS0.DVVG PRINTED BY EVAN.NEWMAN 7.31.17 @ 1:59 PM LAST SAVED BY EVAN.NEVVMAN POLO GROUNDS ROAD SCALE: V= 30' 30 15 7.5 0 30 1 "= 30' r'PROJECT No.: V1520007" DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: 1"=30' CAD I.D.: mso,) PROJECT: ROAD IMPRO"VEMENT PLAN � FOR POLO GROUNDS ROAD D BROOMANILL SECTION I LOCATION OT' SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com .THI -in 0.1t: ,..••. k- N --- DANIEL R. HIKES Lic. No. 043176 4 'Ok' 7/31/17 k/7 ONA%-i�oe SHEET TITLE: SIGNAGE AND" STRIPSING ALAN SHEET NUMBER: C-313 ]SOLO GROUNDS ROAD 30 15 7.5 0 30 SCALE: 11'=30' 1 "= 30' OUTALt. I =JU H:\15W152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLA,NW152000MS0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:59 PM LAST SAVED BY: EVAN.NEWMAN 1 "= 30' ER zIL< FL o LL z LL (D G� E (D� =� o =g�� �c>¢Q0o ao o W. i� oa iu a ¢❑ Q¢ LLo. Q QUO, z Qo. W LLL!Lu ¢ DC7 - �("�e" �Fm 2iiOfLLj w- ` 5 + ¢¢�¢ H K Z Z� a w j Zai >WOOwwm Q s ` U O I" O I= I- I- Lu o w Lu 3j �v>� mOOZ0 Y 0 O a O Ly 5� i ❑ W } a ¢ �y w < LU � > Z -i W o 0 Lu Q) F I-ZZ00LuuJ ) z a W 0u.1LU LL1x ¢? =Z m z z z 0.. ow. z CPib om � Cf2 !L' E Y ISTD N ice` REV DATE COMMENT BY • It's fast. It's free. It's the law. NOT /APPROVE® FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 "=30' CAD I. D.: MSO PROJECT: Rf 0) AD PLAN � 01.77 FOR JL O ` !i40L.JNDS pROAD AND JllR'O'OKH1LL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20188 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH 0 1 .� Lic. No. 043176 7/31/17 NAL. �� SHEET TITLE: SIGNAGE AND STRI PING PLAN SHEET NUMBER: C®314 IL 0 10- 1 L 0 11+00 N °o N � t r � IU ~ 12+00 R1 4 SW 13+00 —J* 0 F 6SW 5, -r6 SW 15+00 �_�— -- 4SW -- 4DW4 SPEED NO L'M'T PARKING 2 5 R2 R8 -8a STRIPING LEGEND 4SW 4" SOLID WHITE LINE 4DW4 4" DASHED WHITE LINE 4' LONG WITH 6SEPARATION BETWEEN LINES 6 SW 6" SOLID WHITE LINE GE) DW 12 4" DASHED WHITE LINE 12L LONG WITH 30' SEPARATION BETWEEN LINES 24 SY 4 24" SOLID YELLOW LINE @ 4' SEPARATION BETWEEN LINES GD 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM @ 40' SPACING 4 SY 4" SOLID YELLOW LINE 24 SW 24" SOLID WHITE WHITE LINE 6 SW 3 6" SOLID WHITE LINE @ 3SEPARATION BETWEEN LINES Ha15\V152000\DRAWINGS\PLAN SET&ROAD IMPROVEMENT PLANW152000MSO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 1:59 PM LAST SAVED BY: EVAN.NEWMAN ROAD A SCALE: 1"= 30' 30 15 7.5 0 30 1 "= 30' 4 S 16+00 4 S R1-2 yj E2 4 SW ) 1117+00 A 0 co N 4S 0 0 N 4 S 5, 4 S 18+00 0 kwm s; 44 w o0 ow z �� 0F� �w J LL P x0aLL �J wof CEJza- :E Q cG 5 mom rP, � J ¢ � b cr0<` coo 8o aw wo fl Z Q o 0 !d1 da= - K �o wOf Q <- z o 0 Lu Q 07 `;cn=uzz> ow ul >w0 ow wQ m = x m x 1 2 z N F- 0 P F- F- N H _=) x J=) 2� z s WOLu <W CO 00U o +'o Y H �o a o C 0 O Q �g W} Q a w a¢ z w x E r .A2 z J 2 e a- o� W - tX 0 - w o r con :U)i� 'S� a w O w w w x xzmzzza ow - -4, ' F U2 REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 "=30' CAD I.D.: MSO PROJECT: ROAD IMP R''k-J"VEMENT _I"LAN 77 ��T++OR T� 77�}�TT77�� POLO 'i1 RO V A� DS RT�IO����D7�AND B!L°�'1�'LJK Jill, SECTION I IC,OCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA CJ DANIEL R. HINE S 7P Lic. No. 043176 ;r 7/31/17 , 10 SHEET TITLE: SIGNAGE AND STRIPING PLAN SHEET NUMBER: L C ® 3 15 `..." -_... ? I t i ' t ' i ,, i 4 > __.. f. '_ 't S ,; i 4 1 s 1 t ! i } t I ` \. 1 i i # �� I I � � I 4 i I % 1 ,, p✓'r ^^ ~° � v`' >t ' }l i d _ ^A 'S ° S __. _--- ._.______ ____ __.._____.._ F d } i ;} 'i / / tx,l ! f f i 11 # I �t'! $} } { ? S '4 r^_. ._..a..-- 1Svl`vt tt'; ) #itot ; �'4t ji E yi j' #' �I 1! I i 4 ti r.__.-_"� ; 4 \t#- t \t t .__..._.__________..-.._._._______._..._______._ -,_ __. _. --.^^` :Y k t tiAv, J B { i y` y`F#t I �� S ! k „a,✓ rf r"" ,-,.. �''+ >r,'+\L1#ti t; i! t4°d1 f #7 /•r _..__.____.______.___..._____________ ___.___...._ ___ - µ - .- ' djI a f t i ei5 II i t -_t °° t i t # # i ,..._..... ; t t It far ._______.____ /P t f illillillillillllllllIIIIIIIIIIIIIIIIIIII -.,.�__.. _. ,' P i i I '9 4. j !{ 4 4 i4 .•/ 51 #; t4 } t5 9 } r k `S{ I i, { f , pt /'r .._.. _-- -�._ __ __..__.__ _-._..may- 4� /---,--.. ____ ..._....--- / 11 t1 I 7 ._ t 4 r 1 tt5 ......___, rr r dr i t '1 P # t f' .,„_..6_0.._ /,. B i l i r . . „•° I ...._._..______________.______._.______ __._______......._ >. r r 3 , , "" it € i [ , i } ..-^`I '" a, t S ti �t ,i et°! i I ! t - _ i i 4 # { 1 I td _ �~` >i �` lF f/ !I ff dt t`4{!{i '-.� ; { y iiiiliill,f P 7 r/ ``,.,x"> ., / fr > l t j 9 ��, f I j # 1 t `' y r i 1 } k t 3 f f r ._ g P 1 4 iii i 3 { { 1 \ ♦, r __._,- P y d f , "'.� .rydf d I i� l , �, 7 I I # i S '':t \; 4 t P , t t ! <. ""- d 6 ' f { # f /' ____.___. _.. _..____.___ _.___......______... _..___ v'\ / d F 6 i ..»-._..__. '' ar t "' t # r r \ .. 1 1 )I?i I /3 f i i t { '' d/r" f"� r- \\ SI 7 i t f r t # parr _____. _. ..- I t 3 I j i ;1 1! Fr ....__._..________.___-_. _____._______.____.__. _. _ °°�` 1 '' 't .Bt - -- r'' fF F! r ,s -_ # I tt f l `=t I t € 4t t d t ff ,w_ PS i dF 7 t tt t it t t ,$P r ----" t i # 3 # 1 f I F -_..._ __--_ __.._.__. -.. .,., e tt t -.-- JO !/ ® / /' r { T --.. - i' i t ,I d "" < I f f --__ _ _.____......"_ , , i _ DA: 0.3 k d /'r I/s t i ! ! , r r ' '+, i t 4 t t ! f 1 f ., -'" ^."` I # # t ! { v ; 1 4 ,, f ..„ ..." I � .!h4 1 1 4t{ f �, •' Fr 1 .rId il[t dI 1 t p v „.r •'J d �a✓r 4iy`j.`.,- .,"O ~""x _____.____._.__,..-_ _--'-_{ { # € # I 7 ft ,.-_.___'_.._'__._____.____. _._..___ _ ___"'__.__._____._ ,} d S } t d f / F r„t { I I S i P ! } t 1 fa✓'" i i d 4 ! t I f9 ° a-"`*. / f f 1 .r 1 f t .,' .'� `'r>:$0�.- Y e- / } i { { 1 # f 3 dr > `? i I t [ r /' °'e tt I i, 41 ✓ °_...}"d " 11 } 1\ t tf I' ..r r/ tr P i !r Jd fr JI fd f ' r'` rr"'r .,. w•i°u4__--- `^,_ r ~, � ~~. _,....____. _...--__..._'"_..._ � # 1 ( { i # � j Fr --------- ­_ ___._______. __.._.._ i i i i r# 7F '_-s`''r r r' r*r r<''�` __1_________ j e '°,.-.... ____1 _ _..., I / i 1 t , 7 d d I t i -___--...____.- ..._..____. .,,.._-____ ,_. .. r" 1 I j { 1 ' 1 3 3 t v �t ' E 4 i 1 ! „y-✓" f f d /I r M r r`- 1 \ i� I f 1 \ € d / /' J 1 M_ _._._ F / - --- _.__.___...-__,... _ ! fi ttt # E f 4" t i f i _ �-`-__.. l I it # ti ly Id iP 1 t ftf..r i f { } i I d k I 9 i ; 3 F >f1ti\ "`•-.. I ! i i € ! r II/ t dd t d J .- _ - P,,,.- V' - _-__.--_` __..._.._ Pt i I f # i I # i # @ i # i = I i % I ___.__ �'__-_,-.r/✓ �� I_ , f -- rrr- ' t i i , f r,'rr - i t 1 1 rr---__`- _ // I�`., t' I d 1 f a_._,.,. __. _, ._.....____._.____-..,._._ rr/ ..,".''"."". _._ '} J � # # i { # t �» STM 1 I 6 Y i ; 9 i �' � - ` � --") I '* iI ! 4 " ' `0` i f ° �1 ✓' f 7 1 ft ft 1 N -'r l 'J _.- __-__.__--____._ _-___. ,_ - 4 j` # 3 # # ,z K$F:' G17 I I 1 s 4 3 i ,/ hl 'r s '' --- - - - ii; LIM TS 0 r ____.. _ .__ . ___-__ _--_ I X 4 p ' I' > c ! l i i I t r P i t d t...-_-_.___. ._-.. ,.. .+./'� F i t I i # 1 »">y I i I r ¢ i / ff r _ URBAN I `, \ ,r ` ' I I ' r _._.._ ____________._._____-_____ -_ -- - -_ _ rr r 9 r ff _......, ...._ ,✓ A y�r ° i j I - - --- r' w _ ✓ f'J 'P dt tt f i ., 1 t _._ fP i,, ° '°.", ` i i I s.., r' / `+, t df ) 7 -' ! ..�_ __.._.� __-.__._. r __ I__________1',1_ 7 ". .. _. ,.. ..__._...._ I r` { F P I / f I :i 1 4 AlI _____ j f *, \ F d 1 '"-____.__....-__® ..-^"' ..'p „`!�. .„ .__...__..._..____ ..__--__..___ _.....-.. _ f//F/ �` :lr -' , 'i1 I t 1!__... !`r yfa \ - I I \\ I� `, _µ4 0 t _ --- - LIMITS OF A DA: 0.6 Ij ry /r I--,' ,_ „ IP ; i e �� I -'-_____DISTURBANCE „r r _ - = a '_1 // \ PS' r _.__ __-_..___ __.__ - b. I __.__..___- _____ r--' --- , „, t i1 I , _...__".___.__-"'-------_-__ - _--.___.__ `,' ✓f,� 11 STM . * `U,.. ",., ar ,°� d F n l I , •. }� i :„ I l d r-_-�.� .w°\ \_ 1 s --___"-___._--- -._ __-"-_ --- -__. _.,__ - .tib`" .m _. __ __"'--�34-- -------------------- .._.. a> y' /, 11 d C18 8 „ `\ z ° . Z.,- �, �"`�„ ___.._-_- f ' r' r 000� I a k> 1 1 } t ••. •, I i .. f F } r p",r --- - ._....____ , I tiF d r 4 4 Y i y r 1 �Il / ° --- _.__-.-.,. _....___'_. _ f� / /f O / I/ F I + GIP / ,' ____ DA: 0:9 __._ __ / /' - - - - I _._-_---------- ___._ _-____ _ _. __ d - _ , , F t _ .. / i __ _. 1. ® _ r , } , i I / F M ----, t t t a E € i a _...__ __ _.......:� 3s - ___-_-----"_ ___ dr"' - 1. DA: 0.4-,", ,' /11'1 s b __11 I" " muffsawam ___ _ w ,t t t > l s , STM I _ - - .. __ ___.._. .....-._--_..__.... _____.__. .. __..__ _____. :1=4, - ... ........ ........ __.._. .... ST r». t (j s _-_ -_ - STM : , 17- . _ _.m 11 ,`, 1 t t i .:.j s C81 - _.-.... ,u_.r:.>:- __.,,.___ y ..r ___'e• / _>x" *.. J, Y/ trr STM , � I t 2 , ,.��, o I _ / - SF> / SFr \b 1 f 1 r f PS .. i I I I .. X X X.. x 5% 11 , v i 4 4 I # _ SF:' F ...... X _- X t t C7 \ r \ .. ,>,�,�- m,.,.. sx.F.., C-__�___-W_�_ ..,..,_„„,..,.....�..a ..e�_ r ` -sx T ii s i S ? � ,£ ; I i , � i s ..., �• ..�: Od � . � _.-'--_-_._.._-____.._ __- ............. ......... it 11 I i,q �` \. f ti.r � i m^ �j 4 i i I i T l S 'I 1 ; df ° //f w t 4$ 442. IP''' f ix a i > \t „ { d 6 6 1 �a $ a _ 6 , t { ' I 4 I I � k ,,f f fr '♦ '�,'. "`'^...f _.. _.. ...... _�.-.. .,,..«.......... .,., ,,. .,,,., .»»,.�. --. _. _.. -... .:a.,.� f 1 *"?; I � � cs*a yp a t i # i I } a ^� Iij . 1 `> f IF F `'e Yom_ ._-_-. "- .. --' >.,. t �,,,�..�,(-"-^ (� _„ t a £ " \(j ) 444 �..:..� . t ` f 1`. v-, it 1 Pd r l i E +;.5. f t ! - ---'_-Y- . _. „ t e l II „• " _.-„_.. -, ,mom. '9r. i I i 3 1.« _ t .w «' Mnu { PS' 6 P 4 PS' I a I !} ; # i t € y i f t -I� t , i m � t } , .. f d .. { .,,.„,1.„ :. - -'..,_ �l a t' tt IIIIIIIIIIIIIIIIIII ', i I i t i i. j t\ 1 i � s + R) w ,,. .",, Nn�. § 3 1 1 € t\ .... r E t t i11 }! # 1 ' i " }; I A i d , ____ a f-% .,.»' 3 4 I I ' I 1 I # 1 \\ I y tt r � -- 1___ .. ti I a 3 # ! 1 i 11 I I ' p a i i R P'' _ D 0 2 �___ i i `i I I I I I 'l i, + \€ I I I4 F/ I =- __ -- �6' DA: 0.3 i STM A= „ . STM I x - ,, ,I 11 Irr - 4 1 d , t } r , S # g r I t 770 RRL STM IP: t C15 I 11-11 4 I t 4 . i 1 {>J I h C.5 1 / t S I ' 3 i t 1 r;.r ' ._._....... . ,.„„�'°... - _. _ ._..__.._. .............. ......._._.... . _._._.__ ..._.._.... ...».+•O_._ . _._ .. - t ,t" _ _ - I //, 1,'r Y! i it I C.✓ 3 c;3 t ,, , f I I r r ...,,�.._._. C60 .. F -'i ~ - __ � �'`\ I DA: 0.2 d d }+ ; { ,t , ,_-,.a i I' i i �, I C"c-7 1 . N. ,} '1 i.. 1 , - - r------X-'_'�--r>t PS, / 4 t d = a 444 PS ° ® 1 ( f i f s I t t I E - '. di ____.. ..... .... .__ ... _.-.. .. -. __. ....... .. ..... _. _. ___. -__ -. __... ___. ..... ... f f J # ? t ( # { p$ I(^ �E v.._ �` # :7'' I (t fd _. ._._ ._ ..,,.,. \`__,.._. w / ,.. Py l ' - t.,.. 3' �` \; vv'° *�"'�., 1 f ✓- � - ll � " I I i ! # , } ( r i { , F/ 3.. ( ..._.. t r .._ ._ .. .,i - --- ../ s •/ .,,. „�/F� r✓ \ ii { 4 �. _.. - - - _ Y ' _ / § { i I 1 I , x' `i I,.,,,, e,...,....„: 46 _, f ; a _ I i ✓ 446 / ✓ ` % \ ? i 1 t "Cj -�. It ;-• -:r, .. a.-______. _._-. `'° .__-d l; _ �*.> \ 1 { a 4 € € } i i Dr, y -- I '` 6 ` ,,..,, 444 J` J' 1,` _ ._. '•I ; I C t;; _ / °° w° ° Q I i i 3 _� I `� i 442ltil?i-. _ - ---- _ _ §!# i _ I -, I I i 1 L I+ a s gf 3TM IJ I igr l ry E: DA: 0 1 F/ _ r` \ O 4 t i t + > \ lI ? ft( ti 9{ ceo if t y \\ 1 �" ;n - r rnmmJ r \° 1 .i -'{� v 1 i {trj , t 1 r i r \\ \\° �.. \x ttl'i" "{ ) f d f r r i - i ` , i + 1 1 ' 0 fj/ STM t,,,, STM id tf - _- - 4 ` ;; 1 _r t I � � .liy # :I 11 I tt JI dt1 3 i I C W ^._._ _._-_ ^._ ._..._ ° \\\ ` .. '€ # I i i f ! "' 'l,. f I 3 i i -{ �. _- G13 G14 t t I t t w I ,Y/ Ii 7 f d 1 f f i{ I I I I 'W O _^ _.-. ,___'^_- .-____ ! t` a IP € Y 4 d I i t {} i I t\ l l _ ? 1 F j tom" IIPPP!P! I I li ' /��y�pi %«. ' ` d r r t Ti _, _ _ _ / _ j 't p , � `q °I }.4 #i \� ��r r^E j( tr I C it ^� I 'Ill ` I , $ tit ?' i, i` ° r /"/ 14 , i 1 Il 1, I I ,t t `} ° ' " $'i ' i j i li I 4 q / // q q 4 ^ }itI ti I ? { , '}`44 4' 1 a /'Pi I i ✓'f r � ~ a �~ l I� i i 1 t s i it f {4 i 'i I w I t ,1 €{ �,�` J: ,,., 442' d 4 \ i t < '' },t i 4 t} I` t t\t-_._.� "_" W f r- /! ! t t 1 i 1 ;q I I r 11 5 "t 4 "s{ € t I I tt 4 ,''.. .,.. - , i Ii : t t )_,,� t$ !I I tt _. _. _ r '# t i i i i i } E4t'd 71?? y { 21 x __ _ -� , 11 ,' ,,.�.'- ; t1 `€ tt # S 4 i I I { i 1 l I .\ I I, i€ t I i, t j € } t' t t } f Y\ #b , d -1 ill I1 d , ; torr { Il , err :�„ ;l ''' ,` i I I i' ;; 1�� j, I` j` , -, k I I t 1 {{ 4 E€ t t ;r s� ( I ', t i l `{k } 4 i -!� IYr \ i ({ a 4 4 >< I I ''�: ': t , I t t l t t i a r'.: a i .,v i } it i j ii d) � I,,x i P }# y\ 5 , 1 7 1{ �€ 4 1 i ;1 i I""d i 4t Idtc 3 tty 1 .i I , i ,r , { ° E 5 i 16 \._ ,,`, 1, Ili 1 it i fit ii qi #,i lir r'r I �It rr I # : I\4 € 1I III 1 'II , l t i, , t ' € I < ry I 6` i \tt ;t \ 1 i F E tt 4 tE I �il '� '! ti l t I I i i f I it ,I ; q ? I i I, I } d I A 1\, i i 1 `l\ 4 € 1 ?€ 6tj ,} I 'd I_-^" 1 7� I I f I \} tY t t1 I\ 4 I t ,, t i €1 I I ; II I � r y' '~ ''1 f t! 1 E t i S i 4 y } t 5 j f € t t, t 4 1, t I, i i 4 j � ; 1 l 1 i'; { 4# i s i /} {.., M I p I J1111 1 j I t 1 I fl 3, 't , ?, k 1 i 'i , s r I} j I t `1 j i t ; i} 1 1 I� I g ; 1 t I {'s , ,I if i I i` j I t; f t qt ? i i EI j 4 {{ I d ( i 1 7 - I; 2 4% 1 4 1 E b i i f � I .;g t ( q# } t k l I I I £ j i 1 , i f 'y'it, t !! tt ,, I 'It t1 t t 1 ` . I i I 1 1 1 , , l 11, \ i i f , y 1} y i i E if } 1. , i' i ; i 1 `t 1 _�,_ 6 i i 1 ,, } \. 1 4 1 t I 4 t SlS , 1 ! f." (( -1'-- t "! I 3 # t E 1'.,, 1 t\ ji, , 1 7 ii � t t § 1. �4 �� I � i'S , i# f # { # . 1 tt sS x``}\S\\ I. I , { 11 1 ti r]i---_ I II t. 'f $� '1 I 1 I 'e I, 1,\ I F t t t t I I # 6 ' I , ! i1 L i a i ? { dt ij i E I' - _ 'I "_ f 1 E i i t j 1t'i tt xtt i I t€ 'w t, t i I i . # 3 7 E t i t t i, E 4 { i 'i}i,{;4 t\ S 4 i I }{ t f ?i i I II," y 1 I P i` jj l i i' 4 4 14, yq�t � i i i ➢ f t � i i t, 4! I tj1-iii- i{j . Iii # # li #€ 1 i 'It 4\\ \ I i , I € 4 � � II PP / ".- 1 i ,I°I3 4 I`4t i '\\�'tl i i iiti 1 II I 1 pp qqj I� , 1 7{ 3t 4 `. i I i,{ 1 €, S I J f i !i i t j I ! ." > t 4 1! i € S f1l I # i I P I " \ \ t IE i?,€ \ � i I i 1 iP P I 3,, \\ 1t l t 4 I 4 t 1? I, ,I E I I ! I [' I I I r , 1 t,%, t# t1 I I I III \ { I , 6 p I t t1 °; \ `t # � '� I ' 1 , � ; i{, ld 1t1 4 1 y I i y#, I d i# I d t; t t 4 t { t i l, i#€? 11 II �! f .I 1 p i## 1 j t } i i \ l ,`, i 1' I I I i Y itq 1~ ..I i �i i d I t l I , ;}� I j t, , 3 5, �I I I i # i yq i t F € 'i I k i �-�1,1�,,, f ' l I t l f E 1 , , A t i,,, , I i iI' `\ I1 I"" ' 1 d y l i i Jt . 3 i i i i 1€ 3i i? I € I t t i I i r a f t i i { ! 1, V\ �i `}^ t� i{ I € P 1# 1 f t4 t t d ii i i t t ,{ I I t i I } �°7 f l ft i,, 1 # / t 1 t d t t t I I ? s} I I, c'yit �; 7 t 1 F f d t 4 L I t i d # t# E# i, I C63 6 � I 1 S I j t! 7 tf } t +; t I l y I, i 4 I i t I I� d I jtr i, t { , P I I I I P p## 6 7 7 i t l+ g I I} i, t :. \' "' a f II I }( ` �• .: { E 6 f i#! !, t 1 6 n# tt; k j i7,4 j i 1 3 1 I p3I tl tl lj t; v. tyy� 13 6 j I 1 , tt I I ! 1 Imo... 1 # I t 1 I f 7 I S } i l{ i t i } I S F i t i t€f I E I I I F ! t i tt S € y 1 4 i S E i I I �' 7� 3 Ill ^t # f f f€ I f , ` \ I i , i 1 } E 1 I I ;! I� ytjll ! { I l 1 I j ts, 14 1 i t \ f t # E i, I! 6 1 III I II i, td j' � i_ 1 f t 7` , I 1 4 1 1 7, d� 'o . I I 6 i f 13 rP t1 S d I i t i t d i 4 7 4 1 I $\ I j 7 # j i# t f 7 4 1 ! 1 tt t t E i i,° 4 1 7 I 11 r7 j II I 16 ,, ~ I I Ii I i ! 1 i I I { , 11 , ; it € , tE t ! l ?I " r' w� I -.. 1"`-,. r I j! I{ f 11 # 4 i 3 i , i I ; i} Y E! 1{ '" .1 1 I a-' I # i# i i II I % I If / € ti , 4 i, 4; I I I i it �,; t 6 1 I! I I I, # i# P s ? , I I i! I i I 3 .� t !161 !!!! F6 6 i f I I di i 1 I i i I ,I I 3+ r d I i# f i f ! f 1 t - i I 1 I t ! 5 # 7 i I # d I i F t t 2 + ? { I V i I t a 6 f # f } f{ { S. ,,. 4.. -.r,J � , , ,..i:, is .....:.. y., s , , , , » ., s.., A i A .,.� A s A z r'. ✓, A ,,, ,u.t1a s, s', a a ,t f . ,ii,. .,. �.. s � x a ,a," ,"At", :r5 , , 3 t ,. t m zti. ..v'. f � J s �, ..3a°' y'' ,..( ,AAS A kr. , y .iv. 1� A , : y, nM'., M1�A� �' _� �. k. C , ','2` ,: A„ r ..f ...Iir ,. .,U T,., ,., ��, r,/2,.Sd. A�s, J,r, ,. 3. Imp', .s.s;�h.,da /»., fir,. si. .r6i t,'. h:�..,. s. m. �{ �6 �' 7 6 d � � I f 6 } � ,. .s.t ., . <#..:t.,, j ., � ' I{ � hj)f 7 !f r� I t 7# i i !I 7 i" { ,I r# d a + i # i ,t ir•"" 1 I �1 l 1 ". 11#6 jjP ", it , I , , e i tE lIY 1t jj} # # f I, f f I f i [j+( ! i I 1 I ! 1 P # ,Y P f f 1 t1 t # I I i t t j � i q{ #} I I# t { 6 6 ! # i E ' E I [ I I 8 F �ll - i P i , 7 i ? i Pi 1 i I j( I f' t t i S P t f I 1` i ! I 1 r I P 11 6 f I I fd If i ! d i` i i I! E ; ,t i I, I 1}� f 17 i$ i I 7 I i 1 iI 1 t Ip ! i I: I tI, i .I• ~ "" I f ii 9,,, I 1 11 H:\15\V152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLAN\V152000OA0.DWG PRINTED BY: RYAUGER 7.31.17 @ 3:05 PM LAST SAVED BY: RYAUGE LIMITS OF D --- to it DISTURBANCE 1 1 1 , CD 11 d I f t I 1 I # 3 / El '\ I . r f r r f I i i I / 3 1 r` P t d d 1 i i I # 1 d i fP !r' J(I if ti f I 1 i f i I /F'f I I f { J t ` dd 1 € 1 4 1 i f, i dg i p i 1 4 i ! 7 t I i )/ d f t t ,, 1} `t Ff Pv€'):,, i 1 ! O F f i I 1 vt\ t ,,' i I� t 1 t` \ %r i; - " 3a \ v > _ i f i I t I itr If f 7t t .\' `'_ "�°> .> fff I € 1 f dd tt `�t`t '`.'� '.,��^ e '' fF ,� , \ \ i 1 :, 1, it # I It 1, I \ \ t> r/ I ,r 9#, P 7 I e 1 i I I le It , i 14 d It f I m`'`�°�i # i , d € # 4 F � //F id {I +, t 7} t tl p6 rj it t 1 1 1 1 111 I 1 j} ! ! 1 t' ( II ; { # 7 f t I I i , 7f, i ? k E� I I 1 ! I 3f I 1 P ! II ty 4 e' e 1 , 1 # i 1 j i I f I j/ 3A 2 e .# E i ; t i. l44� tEf t t d' f` 1 P P IF a f H N --- 1 '_.f }4 ! Sii €if t S I 1 g i I F--"'.."- tf S III, }it 1 I f l / t 1' t t t I t tl#j !E{ t It tt i l f t f ,'r ? 4{}# P11 i t 1 i / f f '# I 1( jjjrr /_} It€€Fl€@P I 1 f ( f t it d P I -A,- d ti}} !r i4 �'} '#�E#t#1ti} l tl € € i 3 3 i ! ! m._- _'_ 1".. I'� tI } #it! }f i tt 4 i d fl 9 t P 'f ~ __ ,# I , t Ii l '%F !IS EP"tk} } i, € # P i 1 € 1 ____._........__..,. _.,,._____._-_.._._,_____-._ _..,__-.,__-4rZ--_ _ --_-,_.__,. __--_-- f I 1 I } y `} 4`P1 i i ; lt\ ,\ }J j/ tf P! A, I P i Pt € €i t P+' i yt z1 # fF iII g i i I# °'4 •r 1 "''♦., ` t / f !F f J( # I i € I 1 I ( tl <y. p` I ! t LJJ S ,^i # I \t \\ \N \\ ~'°� g j (1 I Jd t d 4 i i F i d R it 9:S' 7 f t 7 i U d P t \ t t 1 # i ( f 1 9 >;' s$ _,P f } PY4 t } f 3 F } }0 `t > tJ } PP iJ { t i } P l # i ' ( j d P, ca II I y `(4 t °\ , jJ 1° J ( r E # E ° ! } F t i "` 1 (rP r t' O m' ri t f r i l \ �'`� t J P Y 1` t ( # € I i # E € I., ! d 4 N CL 1 1 f •I 1 S `I v -1v-1 \ t t ( 1 t s E I I # i q f t P i # f' I- j( \ t € f t 1 t p S i - P Cl) t V 1 ♦ \ \ `� ..,1. i F P 1. ! r € p # € i F d ; rm` " __,.:. .. L...r. , r. £. .. r a., u ,,& L S L L .) {{ : x , U ,) L ...r ,r;:: r f f 1 1, Pt, r.;, S. $ .. i. .,...,..5...> .,.+::. ,. S., d, „5. ,. ',,,.,.'.. S. a """ f ,, ,. ,, s.. i. ,a '::I ✓„ „ d, y.., n -::'-d/ :;:' # -.s S / "....,,, ,,.d„ r .„ ,a,,,.,,i,.s7.s. ..: r.. _L L... r ,f.. _L r.t `'S„ L. x.. ,. „.., 1 P,., .,,.,. ,..a. r.,., r. y.,. .,e,,. ,....sd Ls>r. z.. due, Y , ..r d r ,-, ,M ,/, z�-.r,..:..s z„ , , „ s,..,re $. ,,. k f,,. ,l.. ...., .4 .S J' :..,..y. .. Y,,. , „ ., dLSdi ., .:.,r:: ,.,,. .... ddd ..: ? - , ,i".L' '.n.. .. ., .yy,��;3A- ,.k..-19. .5,15,.S,dddt ,,.. d„ r d r, kk a. kk. ft..-,,, ...,.. , i"rcrc :. .n.>?.5 /,,,,,d,d,,.,,..,✓ ........,-•,,.didd', -I �... t ..f :.f .f { ' ,.. _ ,.. ,". _, f .r it r .".". Ir .L. f t ,s -x -.,x, dd L., Lr, yM .,. ,, .:. t { .. a,. S. SS>d d :.. y.: .. .. ,,,.. .,. ., ., ..SX , ,.3.3"..>� �Sdd, S ,, ,, x''.: y4x.: ., k., kM. „a. , „. .. N..,, ,.... v. ,,,. _ r,�,.,,:,...a,. ,, _i,",dd r v L� , ., ...L.r , y.,.:, ,r,,r„r„Yx,=x ,.. L,_ ,L.c..,..4...} _,,,J„ ,x ,su;,;t Ltx,.L,c �L,4. d4u,u,,,,.. E °,,,,c.,,x.,,,,,,,�, < , ,., � , :.,.... , , , - < r .. , , .>,, :... :. _....,...--„._._ ,x,.;, ,;; �,q,,;, .,,L,.L,.L,us>,z, �r�,L,L,s{x..vh'., t,sq°<'�t,,,x,L �,x.w,,,, :,...,,,,,,,,_rC-..... ..,i. .,. qr_,,,,_,_ „_.,.c, .x,r ,x,,, .:e��,,,,,,,,x,x ,L?L,x.�},., .L,,.,c,c;' �.. ,..t,,,, , ,<,,,,,,�„^'.szJ;z„,.n; ✓?.Cn 'r.'�,.,,, ,,, ",:.c;....,,,, ,/<,.,.,}�: a,. ; ". ,.,.. r. ss., } i ji .: t. Ii d#IP1! E} i ' S \ 1` ` 3 } # € I @ p i � ^'n � -' '''� li ' t P "-.--_._-__ _..__._._ ___------_.__ A: 0.07 ° 6__ ° a 1, . t r! t t4 \ Sf�� „ A, t ( r � € .. € # ' # P .. � { 1 _ "" c0 i I f{ t \ t t i 4 44 }9 1 � t } F f € ( 3 € B # y i , I x .>` Mi '} '410 4 \, t Syr S\ `t ♦< 9 11 ` t Jd r1 JJ df P Il j € € i /3 q t /r. r I :�i ,E S}i ii i } € f i : ' 3 ! I € _ `` ! 1' 4� . R ,., d 1 t 5 '` , 1\ J 1 t € € S \ \ t` { 1 ! 1 ♦ \ Jt , 4 5 ♦ 1 <'t ! i ! P i ! { 1 i 7 Y;; , fl' t I E#ifi li } } € } } € I €-__.__....,_.__. _..__. -___." r 1 STM f \ t , / J t t r t i' %lt 1 i 11117 d r i y wl (jD �-1�; t PS €€it !I i °it 7 7 I i E f ( I dP IJ{ I it ,, t I P f t W .r.k i 1 ¢ #I , t ! ! ! € ! 1 d I i it , i t ♦ ♦ t 'w , I t f f 1 ? B € t ''%,. ''. ! f,;i t EI }IIB ii } 't ! t ! ( I 8 1 ! B _ .__ �2ai-_ ♦ x �'i07 ( :: t i t PS: \ t Pj 4 , 0\ > 1 4 J g ! 1 € # ! t ____'-_..__.... _.,_.___.. -__.._---------._--,..._-.,-___.-.,.__......._,._-__._-._--------- +�g "� �. > --� t I G € I 4 , ^'o } i'1 ,a t. SF M ,. Y t `t, t i0 ° / 1 I d I } ( ( # # I "`V `•..;Y,y ('>' i Pi 1#I. ti 9 l i i # # B I I d/✓ ?I f _ ,\ \t It } t *\ `'\ 71 dP t dt 1 i }tf t j 3 ' B ; , ,(} r,i+. J�6`. 3 I ( C3 ` P 1@ It# 't 42 J x, ' i B! E!IF ii S # s ! I i I # { 1 ,`t J \ 4 '\ t �- ..✓'' / f P IP i { t # # P } t k @f I4# P{ I. E i t # ! € I I -,\ '!t t J t 1 \ i I f / r t f t € d b I _ { o - > r SF fi:: F `} I .\ \ \i ! - f✓ di t rd ! f r } --,,,._-. _e i `q ( -i it t 111@t!i 9 i '9 § I I p d p 6 y f :. \'^,, ( t j ... \ d I» \ \ { P ! r t ! d r !' t ,:i } ('1eli1 I ti \ 4, E E E € € d 1 IP'. .\ Fr \1 \. \ \ t f ! J f J fi P j F ( ! E f t ,g -':u �� j ul`# 1 i } ti i Q• DA: 0:2 IPL STM 4 A: 0.20 \ E € 411i ; l { € 1 %��Ce b• C31 'S 1 = '. ♦ \\ t 1 } J r J P ( F 7 d € ( d .s''.: 1 3 S li 9 r E # \ ,....> +. t i € f r F d f I t ( ! ( f r X DA_ \ - -.:1 t I 1 i \ I € # € i ! 1 \ £: f 4 \ S S \ P P f r f'r , P 1 11 # 11 ##I S S S # € ! i i { i = 4 @ 4 \ '' t P P F f 1 f Jt { } ft € ( f / t I I -y i i `i ➢ € \S 1 ; } } jj ! i 3. ,!>.,., ry l_, 4 \ t £ t `i 3 J P t , ! J d f d y P ._ �~``^. ",`•.' # EI i}D i \\ it 4t P 7 t 7 € 7 >d, d F I . ,.,„,„ _ 7 € IM t f@€�I}}#i Iti ttl 1St \\ d d i d ! E j. p 1 1 ,\ ,�„"_�... ,.. a_: -., ,4 j S, 7 t r d J ' rS r~•F- `'� IP ' \ ` € t ! '` 9 p rd tJ ° ,r ft ( f ff # { F d ._ EE €#d 1 I @ I I # I ! I I I 1 d PJ -�` £ / 1} i4 ,•, \t 1 iit Sti lii It !Pd PI /J7 J ! Jff 1rr f/rf ddp J fi fI( d s'( ` Fff rf ({j '£ t i ! t \ \ \ i d I% IP::: i .. I. \\ 1 4'4 t t } / f / } / /j I+l( R'6 ! I I(.e }#1 !###IJ ti \ a I I B I @ I p 1! ,. I I I ! I 4 t r� I �� ` A: 0:20 I 1 i ` y } 1 p 1 ! / fj/ 1 Aj ! ! I Id i ( 1 1 { r� #€ 3#€ t i t 1 9 TM t _ t \ \ S 1 ,_-" -,, i t ✓ J ! r { f 1 ( t f d P, .P S i 'I 4 tli€�€#[q \ \ 1 1 1 1 1 I i I ! I C t , - t q 'it i `4 1 y `^, Id P / r PI d j 1!J F' td f i f I f, -f! - (:y IP €II t t `\ \ I ! I I P 9 ? l 1 I S S 1 1 i ,,s.,9 > t t P / fly f ! f / jJ t' i J f S" I'T:. 11 --I t ii§ E#4 j 4 SI t i ! ! I 1 i' 1 ( t IP. IP J. _ g'^ _'\ , , @ I '\i \ ! f, .+,Y A 1 /' j !' / d t r dr d' 1 1 J f ,.� `'' € F 3 _ t 4l f} 1 { ,,l dl tf / 1 ! ✓ < F fi !d 3 f I !1 Sli 1 6 I 't -'A S } B d { r / f >' / I I� �� - i €li €E'ii 4 I i tl i i _ t d i } t( !} `4i Ir r f,! Jd J1 67 / ! J /,r 1 i€ I i A: 0.06 I �� STM t € f I € /` P J r P / /` / 1 J r ! I 12t= \t\ 9 4 t 1 ( 7 4! ` 1 1 / f !! t# t d W ( wr 2^ «,.,. t I4 g If %� , JJ tf f /d !P t r" d 1f J d J d !' ! I x 1 } i r t I 1 d t @ E B •*„ '+ \ ( i ! ! i f t ! P / f / F t f d ! !� f I n JI r µSTM C30 42 d s ! i# i t, F S I > S 4 } d 4 I f p/ 1 f r d l "'4 , �7 t # 8 € t 1 ! f J d I 0 U t S I f ! ,.,,<\ I I i g / / I r t r { ,. - E 9 t@ B# M t t 1 *, 1 `t 1 1 6 I ! df J F @ t J 1x05 >..,I 1 4 t f7! { ( f I } . 1 P ! d d J /// d l p f ! ti'a; ✓"/ i 1 -,� F ,}@i I S I" \ t S P ! f d f f 0 I wd"-~ P5''. t P .I a ? f ( € € •i9 4 \` d i ✓// / f 1 I .t(;. f } i ms ro I''`^., 'd 4 8i}9 } i i 1 L i 4 ! ! 1 d f f , ! .,. ^t�m r� 4 +. 'I`m SF '! tt IE # ! IP 't ', \1 ./'t dd }1 J✓ r t/ ft df dJ l r df I ' d C Ji d.'. ! } I€ j' ' „!1 i 11 1 , \ f P ! ! t ! t r�--____-___.______._._,-.,-...._.__...,...__.._-.,._____.-.__,.__.___.__..._....______-.__.__._.,_...._...,__.____.__..______._______.._._yt_.______-..., .....__.._.._____...___,- -...-^ �� f 1 { 3" '} t !I ( I ! } i .i P ! t J t 6 > i d ii }i \ \ \ 1. f J f P / `?iP ! , 0�aA it t PS.' St It : tP 1 1 t '' \ :,. r^' f t t ! d ! d J f % 1 N S ! "� ,.. I e \ \ 4\ ( S t 1 P d f / ! ! J ;/ \ f ! i �' f P I f S 1 i l } B 1 I \ J f r d f" } ✓' / S { I # i l 'I t \i f 6 ! ,� : I- f QZ 1 1 , Y S rt t 4 r f y r J ! I € f 4 r f t 1 /i !r P ! 1 J � t m � Q 1 a My } t I 9 `w^l., ,.✓ f I P d 1 f / t ! # (( I t \ f ! p ! ! r SI) 1 i t + I g 7Z\ ,r 1 d r i f ! I { " f €{# 1 IE E{ \ \ d p d t I Ir I S A i F d #( 8 i i `29- p d ! ! / / f"° s f /•' t ! i p S / ! 1 ! O F if S i t t ( ,, *'S fr r d !t t f i f° p f // l i i. i '} l R 3 q 'I I} ''< S, 's j i I 1 d r If I 1 € I t 1 `, 1 1 Y }1 ,<" ,r'� d f r t IP f ! d f f f✓ / / d .w # I p q}} # i \i / J t / t S d E p l 1 t 1 '""'� 1 P t ! J P (j J J F ,/// f "✓ f1 ! rLP. P t @ !3Q i t 2 3 P # j + } \ t\\ ,1 t yn ! PId II ' I/ rl' / dir` !Pi dr ' i I DA: 0.2 .,i 111 P � Itl .r J i ! jtt 5S °l 1„ 9 1 t4 Ptt /If f rr d P t % tdl f'' dd l f// r rfi''d / I ' €S7' -. i i ( S f 1 I I /t I f (J " 'a DA: 0.3 `i d i I 9 } t d ! P J / J F , `/ r r P a" } # #{+ S 1 1 ! 1 Jr 1 f d d ( y 47 t t } t ! 1 J f p ! t ,,,I ,! -`• e S €B P s? 4 j '°1 it ! J / p d 6 1 8S '� M j ¢ P Prr'' @ € i 9 J !! td rJ /{ d 1 Y Ip l Q1u ,' i 4 �' it S, 5}( 4 1 t ! `'}. t¢ 4i i 0` t >IJ rIr id P "�"<PI rdf f I t1 °I/ ft/ />/ ° f " rr/ /�+ "/> 't f , � # t I }' € } 1 i 1 `\ \ f 1 I j I ! J P € r 4 \ ' i 4 t 1 d f ( !4 ! d !� P / A d.+'/ f Sfµr `tel !{ },,. _ P i { i f 4 4 'q ` d ! r / d I / \ { ,p `i 4 S I 0 s t 1lj `t t 6 f d /f t f F J d / f " /^ter C # I } } I i }; t 1 Y \0 1 It /, IP /J4 If It /! 'i FE ,•-I. 1 } it i\t t4 1I }t I 11 } ,} \ti i `t PJ 1I P! f' dd it (I Jt' f/ !! / /r 6 dt f /f I"Id / °' : s: Pd i w ` ",._ 1 1 1 1` } \ i `" ! ! I I f I f r wv,✓ I 7 i t l + t i ( 1 6 ! i P ! d f J ' t ", „• ,: # l _ ___.____ __.____ _--_---_-_-,..--.,-.__,- -_._ ____ _._., <.--'' •v } E \ ( } ! f `'' i 1 4.{ E 4 i 0 p f J t d p. _ _____ _ _____________-.,_ ii, f ,. _-^ F:>"' o f l S } S f J J P 4 1 1 , f n ' d i f f f fj r F ( # ,. V !� Y 1 t I I ' 1 ! J ! i } P P r" ff , i( C 4 k ! 1 € i S 1 q `i\ rd ,r t / I f t fl -- - _______ _____- ______. _____...� - __._____ ______. --�..--____- .-__ ___.____ _______ _______ _______ -- J t € s� �6 - k�� � ' � ` `i F � i `s I I 4t1 i \ii it •'$ t ! A P /t I Af Pf 1 I i P P/ ft It A f/ dfdl /' tt I r " ((( li"' _ 6 7 } i ; s # 4 \', 1 tI dd If If ! !! J' r __ 9-P9-- ..,� P i t )a•. ( `4 1 It f S i\i ;i dd ! j J f 1 jj// tr tI Pd iI d fI 1 f/ % lfrr /" A✓M"'-,+r 1J € I1- d i i 1 h 0 9 J P P p ! d / r, "��"'""'� -'-'_ ___ __. ________ _______________._____..__..___________.___________,_____________._____.___________________-____._ t r ` € 4 I P ! f r --------------------. __.---_---__-_.__.-_.-_.____._-..._______________.,,...,___,.____-..__,__,_.__ ."µ � r f /// f 1 r 1 '' 1 P 1 `S 1 f i f t t t t f P f , P I t 1 y/ J � I I t t 1 P i , / 1 f ! f ,-^_. __.._"_ 4 E' _, "p I t1 5 t 't 1 J ! J / / t ! 3 ( ; 1 / ^R#ta--_ f PSS' St S } d t 1 d P 1 f f J r ,r'i J #.,,,'('+.!' I! €# t ! f ! ! d / d w ': _ .:f, r �. P S 1 ` it f l� "\ 't f° f t F J t f t A fd t I r F d ! t d „ `R !° d f ( € # i 1 } ! 9 \ ! ! 1 b rd ! ! P t __.._-.._ _--_-_.__--__._„__-__-_- 't t# t t 1 9 ! 1 1 t P I `P"'`'' f /'-, B I 4 9! t J r f �/ t ___.._.__....-_.__..._...,______.___ t , 5`TM - t"^ nt e 5 - t :1 1 f i } 1 y #£ t, i q t d i 1 J P 1 y �' t d J 1 q f ,„% t 4 i} # S t ti J d f !` t t f 3 r"'7„ i § IP' STM i 1 t'q "9' t J 4 ( \ tt } 1 P jj f F t r f t t P f ff r p " { £i rf ld C04 ". f i t } P P f d f f t i l l IPI t } ! f ! / f I t f ! 1 E 6 i l i 1 7 I /j P t J I f € i# d t 1! ! I1 ff t r r! d 1 1 P # 5 it it i4 1} \ - .1 -.___. ( i f f J f 3 /i � t f ,v ?C, j.,� i € t{ 3 f f `4 C50 t 1 S # ♦ d % f I f / f f t f J f J 1 d t '{# ! t 1� ".,I E t 2 1 1 P! 9 ! t ! T r f p _ G , I 't / f I 1 d P I J i f 1 t r�., J I f `S f ii 6 l \ F i J ! /f/ f `I!'•. ^V <; -I.P 0. i t J r f t t r 1 P i I i f },.,..,>. t a} 1 i \ d l \\ r ! f J P d J t / 1 d P „# ll(E C'3` ^V 9# t t# 1 1 w`t ,d fi fJ J 1 ! ff t ! d '°9 t. r h P ,\ t i . dP f f P d dJ 1 dJ P ! I} ftE i$ y \ 4 1 ! I t I t` 1 i t t t S S \ ! f f t ! f 1 J i / ""^<�,� ' 3 1 P t i i 1 f i , a t } t 1 9 1 `i / 1 J d ! r J f ~ /' € ; IP _ I C i} E# f# F d d // ! ! t t \ i F 1 3 1 F y - 1� � 9 t `S 't 1 1 `•�j} f } x" j t � P r 1 f J ! f f f r !� f 1� i# ����� li�� � 'y € i }€!' ti.y d ! If !/ J !' `., 41 „,,, 412 ' I f t 1 \ s-� / d i f Pf J Jf f f t gJ r f t 1 P d f rt J f r € C, ysd t 1 1 r t1 t \ / ///' r f r P r b `{+`.� @ 4 F ( b d !" d t f d E '?' kt t ',. I -`' ' I= <# •`k t P f / d i d ! d `k, # \i 4 t\ P 1' 1 P f ! 1 iii((( , t €! 3 /f R -"' "4, I t d d J {jJ T d P t 1 /% { i 4 # # i} 1 !! t f ! iJ r J d 1\ 4\ I r t f „,, .- i 4 ` 4i 4 N B 1 # \ ` 4 \ J f t ! T J } 1 I ! i J 1 6 fitP l i H} ',p., RE\i DATE BY """iii / J d/ ✓, i tl � 4t 4 S4 eP 1 \ J" t f }P 1 1 }i t tt 1! II P 1 xS ✓ ,,,a - ! S 1 , � 1 # , , ,i t ! f t tJ d J f \ s / / - p ! ' .1,E Si t t Iq E ! i} i { ', '•, \ _.,_ _ _ _ // �r. PJ !J 1 / P rt JJ J Il' I fl f/" Pf }f f P I dd t J if } BI iJ ,° 1 # COMMENT i}# } j t i t' / f t ! f f t `i / d PS: I i } '4 t 'i 9 1i k I 5 1 I 5 \ ! t r d 1 r P ! 1 f P i t f 1 J 1 t� t t t f )( �f.' E C qV 14 i f d l f fy ! t t r d t, 4 1 9,, ( J ! F ff t J P i p 1 r td l f I '! i t @ q 1 f d f 1 t , .. > I \ 1 i t E t I t J I 1 t P d i f 4; # # i �,. t E# i( 1# P I i ! l f J r ! \ l >" 1 t f J P 7 t't t `'a 1 d t I 1 t' i t 1 r f P J f / 1 f I J i f f€ I 1 i. ' 1 i # { i } { } # t „_I !t ff If �f! f7 Ji \\ / r �' t ! f f`„ f d ,r t d 1 .:"" , ...;/ @' tt1 i \ '' i; t \ '\ ♦\ P t r } !' P I J P }! P / d P t# tl 1 410 t p \\ 4 4t it 1 \\ `_ ,---.__..� r", !•/ /J f f 1! id t 1 d If P! Id f , 1 j /id ! i J # € i s ! /' f f t / f \\ / !- ", d"Z� ^ ,.,. 3 a ! , 1 1 d € t ° 1 ! r f P P / f t ! 1 S f r i ! r ! i ��^yy,�, J,r / r f t } 4 S J f } d d t t 1 f; I ""V _' i i i i i t j p f ! , /t d P I \ ✓ k 9 i t t P i # € 9 } i l i i # "t III 1 t d f ! t ! \ i ` t 1 4 J ! I d„ f 4 € € i i 9 9, PP r t/ ! t! t t �I 'i )i = 1 t 19 S't t F 6 h ! f 1 ft lI ! iP Pr tf t it Jf S s { ' to 11 } } f # 5.- --I €; P P I 1 9 } F f P b ! f g i 3 1 # i€ t, t fP f ( } J 7 1 '^ Jtr• 8 f ! /'',, , \ 4 1 } ` hl 1 ° i} } 9"`+. f ! P ! rt tf I d ft 1 f ft 1 1 f d j f f ' # I # # t i }F 'i ' `v i ! } t h i d ° `` f /// ! f t r d J f !. f 1 / 3 # f t «' pp 9 7 1 ✓ 6 1 J f 9 f ddgtt 3 i ! f t ! d \ / ! Jf/ J I ✓ V;,I,.,,„-' i 9 1 4} i i ", t f 1 F f 1 P f / J / }° t @ k S_ I 7I ' t i€ 1 f Dr { f t f 1 r // F ! d'a, i `' \ 1 tt wt d 4 ♦ P 1 f ! ! f F f 1 ! / € { i it I t T i t I # 11 i l l i ` \ t i 1 # i F ! t h ,, jrlr d 1 i DA. 0.2 € 9 4 }1 ',# 9 S \ t ,d r f 1 ! d� ! ( F t f 1 P t I { f 9,! } 4i1; # -_ € € \ j 7t } f t ''., �"'^ -_ ,t 'i t ,\ \ _ ._ J f P Fj d J t t d 1 # } I€€ i i} tt `t # } # # i I i I 4 d ` 1 �� P S tt 41 q ` t y \\ 4 i t P! f I 1 11 f tf it P r t f i€ I i ii iii S'` 3 I € I € B € # € i fi j ', y 1 1 '< '+, f� f t f ! J 1 7 % 1 fji f ! } i j 'y - r l 1 "+,. ''.1\ ,.\ V //d P I ! f € t f f f 1 / t/ 1 J 1'P i 1 i };, I i k# E I 0 I 1 # } # # ^\ ",/ r a 1 i t i 4 t 1 `•.` \ 1 f J f r d t t' ! ,` P fj f r # E' i € r # P i } i i # } } € 3 # } `' 'i 1 1 9 i t 1 tt \ '\\ '.,,\ "rr/ 'F f, If 1 P J P P i g 1 t !t d td o` f} f I J�} # d !t i;1 I ;, _ ' ¢ # 4 \ € # #-______.,______-..________...,....__..____'_ 1 '/" X'' i I 406 `' 0 it, 1 v, `I J i i f t X { yiiRP 7 t - i 3 ! i # 3 } P i \ f \ t 1 } t t f f t ! f j/ { ! 1 1 ! I j 1! {t 4' ( € P t ## `` } # # # ? 3 ^\ \ '"" P ,�»,.. >, ' i t i+ i 111 t t t '` `\ r t F t t i d f P i 7 T t f 7 7 # j 1{ t, �I -, 8 1 # 6 E S t P i 1 i [ # # € >/r 1 "', r J \+ \ 9 r -,......., .....,.._-__ Y' /` d f P t l t 1 f f f 11 F i jjj 4 I ! I { E t t 3 € ? ✓G•''"~ r t i t 4 t J f J P J 7 s\ { \ ¢ STM i\ 9t - a i 1 i rf /F 4 : \ __ I 3 j 1 1 i I€ St '1 I , ! 1 i { # dt t \ fir" ,/ y"i" t `t t i '•t tt \ '•t J, ! 7 r d tt P 1 f f { } %/I P f ! 1 (%{ f t { € S 1 zi': d i i # # # 1 \ /d,// f ^- A10 S 9 1 h \ /< !} d/"/ t J ! P i t J p f f J` 1 r t d t' f+ i f ## a' i r 1 Y € r } # € # € t \ •._ ,�"�' /f/ STM i 1 i t `^. \i ._ __,»_..- q _, p Y✓rA J 1 /t Pf /d J1 fi J P } df ff r ff Jf ! 1 f f} ! { ( j i / a pp 1 I € f ( € t , i `9LL JJ € 3 F # ! } # t 4 [// f`' P: ii ti ..., _.."...__ - ^T.," <"ti ✓t P ! J 1 i d f IJ 1 itf d f r # # 1 3 ?', Il 1 Y5: t # I , I 1 0 { { ! # I I ',t / ! ✓ A11 i ! 1 \ 1 \`^"` `' r" IJ P f t t B t { t I� P t ( ,f t F J 1 i I I 1 STM \ \t it A: 0.06 y (}' r PP Ij I J J r r _-':''JII s' i i (F - # l E€ i [ 1 9 I # 1 i # I 1 /i t v \ i \\ i t I '\ /d f' P ✓ t I f P pf t P f I It F L g I^' r ,I s t t t /�'n I f i f i i 1 ' i '! i ', R ` i 1 t t 1 t' J ((t J { 1 I 1 p i ( 7€ F , ' 1 i ! ! tq ; 4 1 ! 1 1 `i r /I tt tt "`' ,...,\ \-..^I 11 _'_''_-S � - 4\ `°R& t \ \-„_.__._- ✓ , .�a''T` 1 1 P f q ff \•1,»^',t ` i 1 i i r.ti Y i i! ( i i ! € l , / n t,,_ `t t i 1 1 •,, „ y! !! D Jf 11 !' f Jl P F f If y \ `' t r } 'a/ " t :i { # 3 I ! It t'«. `i i J # # # 1 / dP rr fJ Iri - f it ii 0 1 t t \ \ \.`,. /V /d/ /' /f /! 7! iJ r i' tt d t P r t dI 4 \ 4 I € 3 tl ',r 1 9 (I t> € € t 4 } i t # '1 t ! / 1\ 1 ! i" f t P F P 5 S iI !! ] ">-.1' P 1 1 I € i \, 1 # # 3 i ; J ,. c'.. ! /�' r y., .,. 'yi '• ',4 ` '--_._ _..--„._ _.r -' { ' /J Ip' STM s ✓ N / ! f F € { s r , s E € .,- t i t \ } ! i r J r L- 1 \! 1 \ \\ `., R / I f t P r f 1 ! E g i, i I #{ } t y# /"� � 402 -� t t � "° r,rlr � /r r r d r � (/ t € { ( # � # € i 4 � i I'. - P i s i \\ i f#€ -- - l/ I w lP' AO$ � dr/ N I) f t{ ( t' 1 J @ r t{ d i .} i i 1 s# ' ! i i cf 1 1 t j e € € 3 !"'.� ', d / / f DA_0.6 �r '`\ "_ y _ , ._._ _ _ _ J I� j F f i € #„ a;;< t # 4 - e �-_-,,._.-._._ ! g f J f ! , f d t i 1 i I r = # 1 S € # # ! P'r °° J'+. {I } ✓"y /' t d i I f P E r f € } { t # 1 �, \ # # # t ( f ,r /.+ G'i t `4 s t \di ,, / a 1 t f P t a f P( i t } f i i , r 400 _ s PS', r'y a6 ®" ! 1 f i } i I 1\ r t t s ,# 5 \\ , # I ? I I -, 11 1 £ r P i \ ! `'. 1 /t / ° ,..---'a- to ti i ` �. "rr '"/� I ld j 3 i E °tt i yy F t 1 4 i I ? # If " /I r/"f F/ ,d: t 0A '` t «+ \lI \1 i\9 41q ti \ d " // /"d lrf JJt fi /f rt I ' I 4 1 1 @ ` S t k ;; 1 1 1 i 9 i \ ,.... } } # I f t /" A x 4 ^� "4v 'P sE s sa #r '` i t - __'" "f f ,t� I f t { t j!# } f S:si 1- f i 1 S \i # # ! t { "I t\ i11 }� ' I d ! ' ';,'�--.,xE„,'�"`'^.. -" q'° 1�' # w \ i 1 9 tl \ _ _ "'. _ _. r r r r/ ' i �„ f r rr f t i ( , t I @ ' i } i t C , 71 1 m1I I I I { # # _ STM a:'M a39 _{ S M `. \ _ ",•" ` Q f d i �;a 1 'E 4' ! f i i € hI--, r STM// i ! *..\"` 7 l t`1 C�♦ \ ..,._ -- � F 1 d E # ( f s i t dSti• .. i I} t P i J V t i 1 \ t >Y `U°i , - +'"/ 6 d € f F i •° { } .i ,. 07 'z , .v \ " f/ dd // J € I i i P # t i € i # f (J >, ^ ! i I i `\ 1 k # I } # # I P, CO, / J I , f 0 4 S t i ` t 'Z ,. ., \ " .'" _ /`r d /^' ,t(\#7 J P ! ! # i f t P i ( ' it t S i i ;.lP ' ! i > S t f ! } € # CD2 ,f'rc { 8 \ ;%9;"` ♦ "" t '' t i t C� Q-^"° , .i /' d J I I 1 f B a s5'�' Y � - i t } t 4 \\ \ ➢ # # t __ �. i-- t r,,, M,t'"`�°, wy , �'",S,�.z": ! "' t ,ti q\ tt 't 9t� t� `'ti� "''"•-.,,. _...-_,...- s" ✓4 fiU i } 3 I Si I P I t { { it }t I 1 ti f, ''\S :_ t I I S \ i € i J-�__",--_.____._._.,__,-" __ ___"__-_________._ �. \ ':I i 1 y �i--_.__..,.__W - J'/ f ,f f % f I f I t i 7 € , I I '} 4 ''\ } -. ._..." _ ._ t i ` i\ \ \ P g 9 t ' 1 t S � �' "•",,\ � Y,..,✓"`Y ✓' r Ik / J f// t 1 j4 F ! f d t 1 t la / 111 t / t '` P 4 \ \ \ "� \ _.'"___ t F r { + i i # '} } ,, i i i # } # I a `. \\ \ STM 3 t, r f" r / j tt ' f}[( 1 i ; '1 \ 1 t # # i # ".--._„__ I €g4 1 d `^.` ,rvf l,, .., F '} 1 `\ \ 1 O .." "^1 �µ /✓ 'Jr i I JF Ft I 1P t/ i # It 1} t 1 '.z;% w I a <, I i ;, ! t i t \ \ } 1 i # , / P,.,_.___.____...._.._.__.._.__.._.__.____.___. ___ ..._..__....._....__. _< M S( -..."- q ( j ;; ;.i , ' �r \ \ \ \ \ , 4 \`'� \'�- /d ' I f d t ! € 1/.`t 1^ a S�,I, r P � i' i - - - \\ .39 \ 1 t \ ..a41 --�` rV ppsi rF # t ` t i^ t I I .. ( ; i } } '__._'__'._--___.__._ _ - C01 `� °° ! i \ \ 1 \ "/' µ' r ;", f 1 , 4 , t I ;,;•i 9 , t 1 -i @ 1 \ { # f F __ J t •. ♦ '\ S 1 \ _„ A -„'-- ,•�. ",, 'Y c3j y d t d t` l i ¢' l , Y \ », „ ,ro ♦ t N 1 \ e { i t 1 4 f ` t r`r z;; ".. f i l ______________..__.".. ... ;., u: �.,> w.�.__,_._c .:,,-::-:. _s ,,.x,,.,,., ...� „4.:I. ..,, wf«`:r_:..,,.". k,•'„ `' `•. '- 4 \ '• q t `t `♦ \ \ 'a f �`p+ '�-._ .^' � f F t ! ;; �^.ri:. t k- 9 # { € t /- . _ __ _ _. _ _ ._ _ _ ._ \ 4 ` I 1 # r r { r ' \ !" �' -^-; r \ t e 1 r'j ! 1 \ \ 4 1 ✓a. \ �-_ a ,''' t` f I' # 1 { t t # i 9i^ixi'.,+ t t !' t "rl- ! t f t r e +: i i d t e ":`a `' i i i /, f 1 P d r it I `\ \ € \. 1 \ .`\ ` \ ter'..' CtfTl/ 1 J a1 �;, t \ '1 -'" " i h e t _, " }- ✓ L , i f \ / \`• 4 '4 1 \ i',� / <'`� ~� P t P a € { �_ - __._____ ._.__._._ ._._._.__ t t�rP, '"'-, ,, r t i g f r ! ! 1 I "�'�` Y _ # \ 1 `'\ �•�..J ✓ \} 'pf0 t r f s ` `'t ,, .+y`•' i { i '4 a ➢ E ( ., $' ," 4 �`_.1s 'Y'^ , ..., __ ._L.. _f ., w>.r ... ,,.,_.. F l S _- 1. # 1 4 r' t t k"if t ♦ - # E .____. _.__.___ ___ _._. a". gym: f.•1S• , #T" , �- ..... -...., / // r \ t •. `i '`i '`♦ \ w __._Y ''e--�� it t t I i t s r„ "c t I I. ,- s \ 1 I l w 4 -- i \ ,-- : i .�._. "» r ! , S e:,, ', '\ \ \ \. \�°' \ ``.. �->---� ',� , {`T1' d { } f d a rrs, t 'at,""--,� t ' i `• t \ \ # i # ! 3 € 1 # r.'.,.. C', .,-my - t ---"--------"` _",. _.....r �. p.>.. ! ........ ._._. _.._., r``t. f '✓ ! t l 1 t -.E `t f \ 0 1 +. P �� - fv�, € t ,;P'r i t 1 # 3 { fm, "_._"""'"'4 _ J.< �,Y„ .. _. {/ t 3 r I l ! ®h „ °4\ e\ r»�""'`-�rp r / .k ! lm 1, \ \ '\\`lA--,� { "r r r'�- r r S` P 3 i I i t ? t •h \t,\ # 3 \ ♦4 S # € # P 3 € # } ! /" _. i t€ { _- '41 __. J t I ! i d '` /' / / € 5 t \ \ '4»-• >.n ..�. ♦ S •, '`•\ ``\ ''\ �'='- _ "r'r J jr I C7, { 1 ( B E \P�i,.l t °, 1 i - € # i € / ,�^'� �.) ° r ,,,i r CW I t t o t f ,., t 1 1 4 \ t \ ....... _ ".... _" O' 3 `i3 ! ( !`' # i {l i 1 'Y'IiL \ i # s 1 t ♦ \ \ 3 s f } { F F ! d," u,>,J 'v" „' "_ __ _ _ ,• , 1 1 f t '\ 1 i \ 4 \ q 1 `'., ,v �-< r d " ! # 1 a' j t ',, 1 4 f } t \ \ # # } } { # t r -..,.._._ f l -___ _.... _ t " t/ 1 f 1 tom., t t t 1 5 i ! i `''' 1 '`i t ``\ ♦ \ a _ .✓` `� r�< r E r,Fa%E'7. t °1 t f i \ # ! } t '�" --.,.--!`--- 'r, ;.>. - . P f, l "„-,>., i S `Y\ h ,may 4 1 1 \a... ...._._. _ " \/ r/ Ci3 P f I \ t ".. ii k ♦\ € I i € d d t .„t _ -,I,, .._ i d d l 1 � .SF: � `., \ e'\ `ai ...`_"_ ✓' My { P:�;'.'),. , ,, `i ' ,- } 9 f € d P / P i '{� 1 h `. t \ f/ l t J ! # 4 - 4 � C''i i t ``;� e,1,1, `i „�' 3 5 (( @ d J I' , f,z i m'4b tv �� d J J S. r - / ! '1+. , 1 4 } 4 } \ \ ''\ 4 ♦ 1 \ ' '`,-. ,.._ _.... � /''�� / /f. "` t M't g 3 1 ?:1 t, l I. PO i i \ `^4 ? ! t 3 # # 3 € 3 � d ( d 1 7 d "i-�9i,/� �^ ;gI t ,e / l l � ` .✓ \,�^'` w ' - d , "t # € 1 i I I € € ( € 7 1 / I 1 4 .� a <.tf.,.. ,' `+f .a„t». „ . J ! t i ! d 1 1 i ! } ^'a a {,y*"� 9 S \ \ \ \ \ _- _...," _ _ _. _ \ { ' i E x, ,.Lr.. '1 { {' P '`'. i i i d .. f }4": ,e `d, '% fa .\ I ..� -_. '^, r f /I/ ----.I/ f -`,` i I } i Se: ` ,l tt "" t 4 p t ''q t 4\ rt I € # f # t d / // ,;r.. f . ,t d d rr g1 { `'1 , t } t i 7" t" - d, , . I t \ \\ a 4\ 4°"_._...- a" d ✓d" s-' ! { + i P t , } vG:y 4 1 �'` 9 ( ` ( 4 0. �♦ \ } # 3 3 ( f ! # U f F^ ,,.,:% S .w `^ 1 r- _._ -.., t f r 5 } } 1C t rc�:M , L \\ ♦ \+, _. /° \- f t '3 t t t x r 9 S N �O (�1� IP �}-.1+ R iO // �}•--. ��••�) R F t w € '! "_ ( 1 `< i " 1 G 1 f J f d^A; f i ( O. `, \ t 1 `♦ "' `,',, / r r,.--'•� t 4} i 5 1 S 1 tl OJ T/ l l 1 1 °A 6./ Y® 1 \/ 7 S ('n 5 \ 6 # # P I ! - - - ;�i'." t o f ! t i t t V \ .., ...._ �_ p / ( f i h \ .i f ''-�1� I ''. # j ii. "' 1 i„<,.. Pf!.""'�� f f # ( \�'' '`t a'dr ''\J { } ..ti \ 1 J " ,j,--.✓ ',_3 J ✓ ' t .nJ _,,..."__ _ r i € \ At1 r((€ ,f _`f 't \ \ 1 ; _ <` w_._ �r ,?p,.�' ^,a,x x ' ~,/ ,F i 5�' x \ ` ` , Ir J' / r 1 �4 }t1 ' e i t t tr �7 Ii ., i \ I --___. '" } ;,yds' zr_"-,' ''y--u.:n✓E. 1, t f�'¢# t i -'t \ ,- d�-G„"'� t # '°i V 1 1 q t �O.J�TR�Ti Ola ' '' s t 4 e \ # # f i € € '` '�ts /F .O f t : 't 3 r`, fy �>� t t< r ,," t + } # \\ ,---__. .."a._"--.- 1 a t t ! .<,. / :), . ',J # >' , r , C� i` - r � •. f \ i I 1 4 • ,:i `9 `9 t I` t t \ ''', # € # 1 r %i ^'<"d""-, r•. -r 1 a+li,d J _. _..__ t d \'-.. '4 f E { .,.,J _ 1 \ `, ! # i p.,fY- t R.1 .i , t., Yui A. y / f 7 \k ey`S l t i 0 t\'e *, / "",„>•^"`.. P € t 1 4..,�„ ( -_! ! # "'src:,°.0 '••.` :.-�"�: a+, 1." },c{ '"I r A f € t,. \., \ """.Y f/ l� i f i f ,:;, L,: t S ^\ `\ L I', r .>-,r 4„P _ f ! { i d 'd' r 6 �„ / ff " \ ! \ d ' / i \ \ y f C� 1 J _-_ ( °, e L f t i :: -) i f r `i Y J` t 1 i i CL r✓d" \ fj/ :a'4'r 1 ( - rd P R E TN .. \ ��4�_ ' � � : �.d '' \' I ` f , '^-., � ,.~ , V 152000 S `1 \. ' ;� ` / r P f r } #" '' •. } ♦ r f d I 1 "^.k,. L ..c• s^ 4�/ d l 1 _ t 1 _ t 5 Y ', % 'e w " P . _-- <k3 } 1 i �� `- t."". _`�- . } c r' } � �i, f' /` . ' t i ., DRAWN BY: N \ # '"4i'< Z'w ,- t:.,n> �,.I yy ! J d f .., / f i ! �V f `�°� � j �`� ! _,_ _ �`'`^.,� CHECKED BY: RTY " t `', � € } /."`µr � t9 �,.t%' �• KI`.,;<. 1 d P ~r/ r' 9 r %6 f d 0 `i \ `', ♦ - " „,_a € ! t -"fir .,ri __. _._. _._/ 1 t "<„" ,fiS^". -, f q r� P4,^ t" _ t 4 `'`€�., !s I {r.: ,,.i ^ y t __, _._._ t t E t 1 f X P r 1 f }p9•N \--»"...,..,, -, f t € -.I 9 '\ i ! 3 V' ,_h{ a{' i l ,_, f J i " ih 1 A ✓' _ 1 i!:Y: i /J D r f ATE: _ � ~ � E 7 _ _ P 1 17 \\ _. r' Y` { _ 4 � r� f i 1 i ``♦ i t ``*., 1 I (n i `^*,.q, \ (/" s 4 € S _ t \ ♦ _._..-...'."^w. +"® f / ! P i # T 1 ( i / i } 9t I f i \ S" N\ > I t i i `, a �'/ `\ _ a� t - r R 1 \ I. 1 \t _' t'j \ `, \ / r' I r f' e �v Iti 9 SCALE: - i i !". ^♦ r.r-.--_._.., �j}j \ / - f "} t 3 '# ,tin - `\ 4 j \ 1 O [ € ! # # i ``� 1 \ \i J t } � i I i ", 'i I ; •, 1" 50' ii 4 I # t ~tr~ i S \ f _ 4 d ^� '.:i l I _ f// I f `\ t 4 v� ' f i i } 1 # f \S t i # /,.^ I } # arc r r € P 1 1 } # P \ ;1 � P a i i _. / i � / __ e „ 4 1 I \ '7 i \ t `, t . 1 'f s 'r 4 t d 3 rr` C D i I '"9 } w f' € # t i `{! t 4 c E + "- _r. r JP r f 3 A I.D.: OAO ' i ! S @ ! t \ 'S / y ! 4 t# 4 1 J. tom, i 1 \ t !° r/ f pi ♦ t F t fr ii i. i i k t \ t P P �' 11 \ t i 4 { f i E F t P 4 ! 4 01 �t � P S` ;�` 1 I '.i I "\ \ a � a t I € i ' _ -<._ ® 1r P '9 I I t 1 -.. I y i I 9 t € I J• y 7 \ S 1 I :. n�, �,.:'..,� "'" .. "/ /" 1 I 1 9 i ' 'L?,: +• 7 3 # 4 9 \ P # f ! t ° % # § @ 4 t\ '`+. P.{ i t w I _ 3 , { it i t ��'a� t 1 --.d \ '\ s `t } 9 t t tl E } i # # i t 9 "^ ♦ \`\\\'+ \ /'�� # S ! € } t ; 4 .",\� ,�'. `°, - _ "-..-- f d" /,.s ! 1 t .t ° 1 _:'j 1 1 } t2 1 h 1 t 1 # t # I ' € 3 E E ! \\\'''.\ '"Y'"� "`. i "`t /�"^,, t t i I 6 4 \ r'- ... <- /' O"� _ f ! / / i P P B € P i?.';;t i \ "t --ri ! l t 4 1 1 t f 1� @ J6 \ `\\ \ `\h� f 1"`9 ''1 } # k '�J 1 Ji" `^u„^s _._w. _, -__. / / f d # { 4 7 t 1 4 t t 'I 'i ``' t# 1 ti t } t 4 i 1 q ''a\ .„ \ 4 I `� v, 1 4 Y __ /, t S i 'i�',- I *\ \ 4t i ! `'.q A A t\ 1 `t i !r / f / ,✓ f S ! 7 € d \ ti ! y t STM �- f'r ! f" \ 3 ! 4 0 'l ;4 t •, / ti_O �1`",.� r , / S ! :;Sk: t t t i 1 4 t `: i i 1 5 I P ,� \ '\ 1 S 9 I # `} 1 -_ -- y A f •, l t t # S t S 1. ''s<. �. _ t d I d as,a 4 1 I � `\ \ ! 5 't t } i i I € ` € �}t ° ` 1 t z ,�' @ I { -rw A70 I _____ - /' @ � f €` ;."t, � 1 q I ! } *, ~^. # t l \ t ! 4i 19 1 \ `°, 4 ;} r ,? '4 t i I - "___._.,.". .6 } P € 1` f '£:".' ! t '\ t t E i Z Y # i t \\1 •,\ t `i ., 9 4 € 7 J '�. A... t t 1 C-. t k 1 I ^. ', I € i 1 �\ *\♦` \ 11 t t i i •t't r� f F t t ; a _, „ I ( q i 1 i t \.. t 1 1 3 P i -'{ ; + 4 S t `t t 4 # € � 'I t 1 l_ , t t 8 4 } I t' y```^•. _._ _.., e I t t i . �,,' 1 'Y. '".� € I € E •1 t \ x t' 1 1 1 (P:', _......-- € f f 5 t ,t _ r / _ 1 f -i 4 et � i #" 3 € t 9 �"''^...w -- i ` <':Srrti i kiE \ »� 1 t 9 } t i S 9 1 \t t \� ^.,,\ \'\'\ t ,,\ f i E i p t \',,,�' \ �"r .«.- # 1 f 3 d I t E t �I r 1 ` } { t `q € S 9 t \ `, 1 . � # �{ i \ 1 ,. +.. ". � "-.,..,,•, ... -.,- ✓''! `1 / „ i i# i f t i i # t S l Y 'r ^�yV I ! ! 7 -.. _ .., .- --_ P t ( .,S,i'.' S 11 t - i 1 4 t / _--- Vt t 1 t S t % \ d dr ti l €' i \ 4 {P P ! t P nt { i 4 � � t , - f 3 4 "t "! '^ .I 1 ^, � \ , � � -. .-5 € i d i I \ i i 9 t \., s\ Si t, ``\ t } l '`P y 't t t I # i ' t ! €t yI ``*.,„ r'�...•.. , t___...f '` ,,,__.-____'_ Y/'/ /` _ "" 8 i � { 1 4 f J { ! ! 1J t J° '\ \ t 1 '' "^ i 9 9 { t } 1 E i} t t 4 9 P } i9i i€! t [ € # f / 1 S f./ „=;"r,, 4 /.,"" ,. -. _. .-. "or lI }4 d t f t PE 1 F { { ' I `./ \ 1 i ,t _ € 9 1 S \t °'t y `\ 4 i 4 } l I, 13 ',\ k € € I ..\ 1 4t ,r .�"'•'�..s ,-._--""-_- ✓ I , ( p i i t P € € t € t ' J `♦ \ i 1 \ 1 # @ E f P t \ t 1 4 } { ( i q I € P 1 } .,",.,- _...---"- _ r d E _a. �,.- \i \ ''•. € h 'S i t 1 t I t ,,✓", N S ! 4 ,...... ... , t I t t t \ I t ( 6 # i fF ;' t 1 I \ \ h { @ € 1 4 { I 4 \ 1 1 3 # t I # \ '4 _... _. _... `t \ ,Ba I 4 / i Ly F .__. __ € S € ,_. 1 4 i `t ! !-hv''-`r- 1 I i3lj{ . i € € t ''4 i f _...,.. `\ r ! l \\j 1 { 4 { i !' 1 4I 1 t € ''i t i _ 1 i ...{"^' -, r _. _ ... _ ". d' t 1 1 ,, ( d S I S Y t ,.:I t✓-.-..,,,�'\\^<, - t ! ! € € i E J 4 4 € ! P 3 ! € t / 9 ; STM t ti< ""---.t __ r 4 ji E i I I t /�""" -9 > t i # '1 # P / $ ''`\ I 3 ., ___"___. _-,/ia+ ! f I g;%` S t _._._ '! \ 4 4 ___s t # { i ! i f .� 1 { i 4 4 # 1 1 t t4 -4 t i ! t S `\ € t 1 f i `t t _ � d 4 t I ! k _ ._.. # '',,`... _ ice' r 1 _.. ! € t � 1 1 _ 1 it # i t i { `F P S # 1 8 / IP,� 1 t` .:R.� ,.,,,, hh <, .S -•., ren✓ i '4 4 \ \ `•; jj S i `i } t 1 4 d nJ 1 ,„ p t �s # i f::v.: 1 _ P t t f 1 4 7 d E i t .. , .,e__ 3 I / 4 .,R„ t I( _ \ .__ P e•'4 t P�c ,,, t^, i f P F✓S } ,: \ ______, i \ P € € € r! tS S i 'yrs 8 S t` 1 , F P 1 i d r k 1 t P W- x ! i r d r v6 _ , 1 ♦ �""''.�0. �'S t i E t i r ! i 9 \ ! } # / t '1 2 t "` 2 �i`"'� Ii• it 1 1t; t \ t s € i t ## € E 4 } 4 t _ _"_-- -"iY`�' r1 , -;d t , I 9 t f 1 t ( i jpjji P� '. � i g # t 't t t S {)t '''p _ i %' 3{� P € t 7 i fl Y° 4 € 9 1 1\ I F i / / '. t F { f 1 i ! � f`x t d f } E � .n �t .. ,. tk d # \ 4d 7 f I { d''`�� 4 f S t 4 \ It S \ ,»:�'k.: _ t P t I I " i ii4 'Vt f {' 11 t `. }t t t! i ,, i `-„"^-- (} f d \ 1 ; i i i f ( 'i 3 f" 3 I i f S i i t} 4 t S # } } P 1 1-„y„c,.,,,,. .�_ t t� t ___._ _.m.T,/t;^`h,�? 4 `�; 1 1 I 1 # f 1 f J t '' S14 :{ (f J t t l 1, t =, t h `h -.,_„\ \ \ "- -... t t i i ! t t d' I # # 1 ( p {}} I!} i 7!} i t € ! I P t 1 4 4 ` �`•. / i'- . "a S<, t t `. __" `a�i� ^:`,^-`'q-niY'^;�a rr �',j,I f ((} f E { i t I 1 d J 1` t -- t P € {` t 15 t °' 7 I I d { d Y ! t } € i { i f f € 9 t S } <: f / -y i '4 Y`'^w., tw _ {� ! t t C € ' ! f d f P t ty t`'< ( ! f ! # ' t(} i t S ..-,-- f.r `�.. S< t i } I f ! f 1 , i } t 4 " \» ! ., 1 1•-_..., ,, 4" _ �' f+•.?"4„ r _/ ` i„ i B , rtl / \$I `•� �;e _I t P € 1. V} y 1, 1 r 1 i i 1 P i 1 t { < { } } i t t t _ ;y, k� {'e {°ryf '\: i I E s,.. J P t f t} - i }{f { r c } i i \ \ f / # I t \ f6,1 1 { ! i { 3 } 3 /1 4 I t'} 1 I 3' \ Sc. u'°' h l -t € ! # ,F 4 1 11 f d 1 t , * _ _ _...., - - I { { < 7 } 9 'F S \ 1 i q}t t I �.. �:. Ct�n�;,. �r.:.f # v: /x a 9 -.I I 5 t l -._-__... - d r \ f f ( f i a `\ i t { 1 t 't »" V+-, {-°, a�})^ t # P \ IIS'- !€ d} i 6` 11 \ P d { i f t �t t t ! S `t iS _ i 'i 1 X ,, # Vr t t J i +^ ' p i i y q } ' P 1 A t # 't 'l `4 y°;L 'i { k 1 1 11 `\ N, \ t € tt F »' ''" __ ..tt , 7 / t _ \ A: 0:3 __ __ i f S 1"!-. ' # 1 S't ! i ,«,,.. ..._-..._._ F ! "y € f € � \ t i "i 1 l 't l �~ __... _. <.«T...'^..dS,.,.� S E 1 ,... r S n t 4 i 4 _.... ___..__-_ o ) 6 € 1 (' ~'a I # '[ ,,,1 '. ./ p t l f If] i I I k 1 \ -<._. _ �'\ \ r p t d ti t I I t 1, _ °t �"""^,--, g' ^'''�` \ # 1 1 i 3 r:€: r i 4 S 1 4 1 i \•�, r t f P F f1 ''i 9}} i 4 4 S d - 4 'S q t�'x, 4 1. E 11 t\ 4 F J f t } 1 t 9 1 -._-- � 4 1 ! ` e � t' ' r ' ` tq`i t t i� t s � 4 t � \; '1 "11 � �__ ?:; �,-��' �,,<f� � �t t 1 d �+. r `, r i } t r `; `" / f t t # t 'I 't '� 9 'I �"7 r>,r ,, `'1 i i, f'i"s p 1 I i1:' r t i d\ �A / f 1 , d F r }i S 1 I } \', s?, "».gg ,- 3 ''j f� 4 S 6 „�^'"_ !( t t L;; I t } I ! i q 4 \ \4 `'^•„'-,.� ✓ i Pf f @ r i t ? ` i i ; } ' 1 } 1 '''` <-\ "� _<: t.,., - afY; .-.<,,.J.✓,..n,ili - ,,r {,r:r'` I _ ( I # t11 t' 1 �. :F / f t ! t i i € ,,_ t 1 ��'`r_=_. W, ! t f f / I'fa dti' S { b ir/ 4 `fix Y1, ;d I i € `ra^'� / d/ ` yzi 5 ; d,,. 7! } t4q{ # t t 1 1 ._ .. >r t I ' r' f f l h t ^, 4 t t 1`_^-,.,.,µ . p .,A j, 5 �� 2 € r _.p - 1 1 I i '+ .__.._.__ t ,, P { P P t t ! t ,tt o ``.\ r `>J \ t , fes,<„, IM1T .�.----'- r> 'Y.,, i-�^�,., N -n-__. d f # } i i' S 1 'i i 1 \ �, f 2 d t i 1 i i 1 "\,.. -___,- fi J� 1 7' t t5 } 9 4 t ,,✓'F \ 11 S ) „r„"t",,'�� ^�� # ,,...,y'°'�"`'^'. ! t 5 q \ f ! 7 t 3 7#€ 1 t 1 \- 1 ,9 } ?1 i"P I 1 # _ I S "`'^,., r / d I t i i i J`/ i i CE } _ .:,.yf'r"" / t 1 d 11 '\Y 1 d 7 € f3i 1 i ! '' � Ia jj URB / "'/ .,,I I i i i __» �✓ > / ✓" f j 1' t 1 3 1 1 4 t i i �,.<.•^"" K '""t"h '\ £ T f t f f iS f --. _ t t 1 t „a°Lw^' µf. S "� ` J J -- �s;"f`s,_r�s~ r�d�J...�.�.J 1 P - f \I .\ _ / 1 f F } t t "t .` 'S tt I t �. 1 ,/ ! 1-,_ "' ;xi£a.;e ,1® - ! I # i y .t _. - f f t P t F # 't \ P .< it ,t t \ t,.-., 't _ # 1 P ,} @ 1 'i --....,._.,_ ..,<_,- d ,o^ F f I# it S I `a" 4 5 i" t f � { f '\ F 4 ro 1 ,d 4 tl 1 �, 7 d 1 , €} , i 3 P i 1 f J ( I 4 1 Y.5" 1 '1 t _,_ V t \ '1 € B \ate _ t 1 `{ f Y �-f: �r,. ♦ - d Y 1 ! 1 » f F E _ _ t __ t t f I .,..__.-,, fi I f 1 I t i. 1 3`. 9 6 �.�!�rqf� �' f t ! E S } 1 fr •1 € 1 _ f E i S i h` F S -- � S J # w t _ / f 1 1 \ _ 1 t \ _ _ `t } 1 4l f-' t 1 i 1 \ } d } \ i \ \ \. S { 1 4 , a t � , t . ,�;;' (jj t '� t t � d i 4 t S t 'P�' O f 4 .�' I # `�., r> f1 1 '4 it \ J _ .- , a ti .4 -- d r "` ""- r r t `, •. ""- '` ^` ""•-,_. .,.,b -^..._"_ f f i ! € '`< ''< 5 t i ,i 1 ��� e t 9 7 ,,,�,„"- J! r,✓ I �, a # k ; 1. f t f { 1 y 7 ,. '""». �. „, -__ r� .,.� •., .,..»_"....w --"' r -.^ j,,,` J f '~ _ - _. - / - ! I " `\ z \ \ ,' A: 0.10 Q t`-' € € } I ! \ ` \ - ` { € I f ( 13 S i 9 i t} .,,�t t 11 a,_., I 1 r'..` v - 3Ft' - m P : ! € f ! f I 1 , \ w.,,`` .« _-_._„__ _,..._,<, .,-.,� ( 7 ! # d i I B ! ! S t 1 l 9 ", "t 1 , I k I P ,-,."'"�-� r ^,.. _ ..� _ ^� i i Ir !€ t d€€ t '+, _^�•," p ..,_,_ -._". _"--_ \ 1 ( # jj I t ! t t ,as t t i 1 i 4 .p i �S r,,,„"`..- /�. n t5 - f ( i # ! { (}i t \ ^- _ --- } I I 1 ( I € i f ! I } 1 4 t } 1 i .� i _ �.d.>-"--' -;,ii' _ r STM r/ 1 B` f f ' 1 i € t 1 s � 1 ", �"' _ � __-.-".-- -'<. <"' e f 7 3 t { j E \, t i \ t S �Y DA 0 5 \ ~� - "I `�.., �' N `••, r� I i R ,Y t �.F d P1P 1 ' } 1 i i 4, r 1 ---, -.,. .^ _.._ "", _.",.<" y t € € t € ! t .E t ,, '`, } z t c ' �'`•., t t �ti d9 t} y9 }t � tt t ``\ �4`, t `"" .✓'-' / r 1 ""' 3667 r -`'r � r r; JJ�p "" - I1 -,'-: { ! ' i d \ tiA ,.. �. ... _.._», ""'_--- `--__ �a:,,>;-,wa-__ .,__ I 1 { # 1 y \ it 1 }S 1 1 '} 't y/ _ ''' S- f } .' rt { € i { # ? „ .^-•.. e_-.-.. -^.__-_^ `-..., -- �,�.�_.._ �--� I # # { 1 I( '! 9 I t \ v 1S } �\ ~'`� �..✓ �^`n: () 1 e l/ e k t g �9 A52 l ,. ^.. .,. `--.-__. -... -._ _.._ '•�„ ,,, o- I P # ! I� ! } i , S t \ t \ "<. t � p q S 3 S t V\, '. `` n� ', ''�i 11\��_.-"' � " - r F - ter^ s. '. #} I f ( E !` h -."-._-- - \ P i t I 1 4 \ '` \ \ 1 I t I 1 1 l t 1'` ' t 1 - --_," ( 11 i!I#i!# w l ( I } € } jj t t t \ \ {jy } , t t i tt '', , .g \ 9.,,,, i'"'' " �� F6 F I , P @ i \ a " - f ` ° i i i i i;_ \ , 1 4 t }0 `t 'tt t4 it °A :35 f:-,;. _, .,. ..!� f"� 1( , \ \\ \i'4 - I f i { € } "... -"»-_'^__,,._.., ,.. `"..,. .._"""`__ _"'_'_'-_ - { € i t •` •, `` , tt 9 4 4 i tq {f J' STM -,-i # I { I l ti - -,. _. - _..,,,. -----,�„_-. -. ___-. ...,.a✓' 1 € 1 € t t +> \ , `• , ` 1 t i `, � A51 - - 66 f.d # } v - __ "' _ _ .. _ 4r: \ \ 4 A' 0.10 ' .: 36 `r - r ' 'S I I @ } i i 1 t \ "`,,.-__.__""'____...,_ .___..__.____"-_._._ -----___.... f t # { i { }.• ` \ ,, \ a ', \t \\ 9�t 1 t /, �, _,.^- - _.._�" - } rx .-,� M \ ( P I d 9 l - _ t t F _ __ 'IP P ) _._ _ _ _ i STM ~ ,s'_. ( i ! i `\ \"'� "' W. „"_'-_"`,."_.".._." -.,._. µ _._ ._--- - # 1' js}p # P 1 t 4 \ i ., % w 'P�:: "[' ... _ --'� / _ ., - v.fi...., .. _, 6 1 r.k, $((I I # { ! € \ \ ,� - __............... _........ _........ _".."_'_`_ _ _ .„ _- '"� _-__, .,".... fP tI i € E E t t � 1 ,a ., r \ 'i , `t S ( }i i i # d ! € 1\ `` - I ""'-"-..- _""..-._--.,"_-__ -` -_.__`:$fes"" j t f € { ,1 t ` \,; , �'1\ Ft \'4\ y t i , i ,'\ 1 t I ([ } d t `\ 4 4 l Y 0. N W 4 w , s- , L r�' .X L .,f' ,-�L,Sde,ee„ n -... ,' .,:. y„ 4 ,,: ,:. --: :"'., .-. , , -,- a 5.. ,d,'e'ISl a .,, C.. r r r ,., '.1.': , .. '1' .,,s"Yy Sdddd .. . ,,. ,,z. „ ?¢?: r. 6fff .,':' 1 S r.,.„..: 3. ,. , .,,.. ,.n n:^,: < ,. ,,,°" .q r , ? ., r r x �. -.,... ff.. ."y :-:'a.'. .-:1 __„.., r. "_ rrc a.a, , ,a.. - ,,,: ,,, ti'<', ..f , �' F✓.',�i.. Mrc r ...... ,. ,,, , , Lf 3. J' L t "..:,a.. ,... i. ., 5, S ,..".,LL. .r> d e:2M ^.4. ,,,,dd,,,d , !. 4^:tfi ,, ,,,,,... w , ,.,. fd 4. :x i , . ... 1'. 4. r ',:r,.' .„ ,,, :.,".,, .,,." //✓ ,.,L ,.d.>, >. ,, .... ,,. F-- ,.. ..:... 4. ,,, ,., , ,:-,r{. v! <s . ✓'d/ , s.d S .„ �/ r., r A. "a :-S s, L p&:. c . r r. 1 ii ,/ r. L�.L d ,d ^.L.. { .Mk. ✓Id, kd, t. �¢,J".x .f. d, S. S +,. 6"?.. .0 L .. , ss .<,... e r>y. „r,,.k �, ., ^.A n,.: �. .,,dedde4,. .,4. , .n.. f� ,,,,,, .,, ,,, u. ,,, �. �:, �. .; �'f 1,. ,, _. ,., � L.... ... r a s. s. �.:.. „„ rc,,,,»n, ,. _,,.,"„yz,,,,., ,,. .>, a; 'a , ., ,.,"s. ,.d ,e, ,. rc r . ; m ,ri', �S y' s .�" `�. ,,, ,. ¢ / >,,.»,sd ,. „tr,., m ,,,'e.�*t.. .,.... ff,a, ,.1.,.," :,•v ,.., ., y„" ... r r. Sd. zv{.. d,^3. d, ,a $:' r �i. r£a ,,y?.. ., .,:. ,d �rf'If'e 4, Fh'fNMS'vM.AM'.t ,,,•., .S See, „ YY.YI., „r:. ,.v. ..., .. ,. 3 -. .3 ..'3x N .,:' E-,-' - @ ., .':':.' fL ,' e;-.''. r ,. :. ,. � ..a , ,„„, .r ,,,y,r ,.:,'.V ✓, ?% ., ,-..,. ,.,sk ,,, .,,, ..: r .:,,'t ,.r ............. '4 ,,. ".r ... s ,. ,R.. ..5 >S.r.,. .. �.....'.a. ,.. <.<<rr, _«. <., rt n, .. <.., ,��. _,_�, .,' ., ,,,. ,, n' ,.,, .xx ,. x.r ,,.,. ._. ., .. ✓ ,. .r.. , � :,. € � ':;, ,.,,,,„, .s.xf�s s .r r. ,.L 't ..LL.. < ,<. ...r..... an,.u.u�k,.<. rc,u f fi. r rc kr. .M1r±lrc H .f?:.._. Sv ,.,.... ,..Rrk,R,.,, r ....r?..1,____.. r££d.u.lksrb f,h _,. ,., s_.!%iF$Hnl u .. __>Pr. :x. <« 4.. .,. ... Sd..- .i,,, r , ,. L , i i d Srd.,r. ,.,?S"S.S.,..r ....<,.<k.,...«.«.«.<,t#,. u >;.x•. x- r_,_,...,a._,..,.1,/fulur< „_rr_.4.t>,.««.�:L,.,'S.,r. ...-.,.. � ( % �(f' ". „ ,F "�?, -'?�& k. x+r r , 7 .,.� k<a ,>4 r r « v .s..L. rx,.<"ur.< kr rS �i.<S .f r.:w.a ,'na .,rfr.. r„ai., S! „�uw«x3�<+.k. �o di.. ,t } 4 # t ., >, ., ,^ ,.,, /, <'"'^^---.. ,,._.„ ��-...j „• i t ..,,.r r..4...+.a,0 ...,5 i.,«.>,. ,...4 sr rt,.<. S l,.:i\.<,, r:rR.. 1 .-:t `y'a� °" `-.-w. '-w."_" '""`^='.,a"..... "-,,..,.. _.-.. _, _. \ •, �+r'` { 1 t `S nib `',. 4 1 \ \,:. L •,\ 1 t t } ( '1 3 t e t *, \ \ 1 l 1 _ »_ '.i f p \ 4. \A\ \ Y t, it l 1... and w_ " `\ \ a _ \ \ __ \ *y STM ( _. r`� \ _ b P\' l`i \\ ♦\ I i 4 "1 A04 ° `n :' S \ \ .^_y \ w . Y q, t `w \\ d is I - i } `.\{` °a w, ". ^,q'::9 4\ \4 ,\ '. �s t 1 1 , t I ,. ii # t \... `e -......__ ``,,., \ f i i '4 4' \ 4 \ ,- r 8 t t Y ^„ ,.. I i ♦ 4 d "i _. 4 1 E t S \ t s 1 1 i �'. , : , .. `4 w .. _ " `",....." » _ ,. a F n"s"�.� .. '�� _ _ ., \ ., r , .. 1 _. t 1 , •. •, _ .• � 1 , NOTES: 1. DRAINAGE AREAS SHOWN ARE THE ANTICIPATED FINAL CONDITION DRAINAGE AREAS, AND DO NOT NECESSARILY REFLECT THE CURRENTLY PROPOSED GRADING CONDITIONS. THESE AREAS HAVE BEEN USED FOR INLET SIZING, AND ARE ANTICIPATED TO BE LARGER THAN THE INTERMEDIATE SITE CONDITIONS, H:115\V152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLAN1V1520000A0.DWG PRINTED BY: RYAUGER 7.31.17 @ 3:05 PM LAST SAVED BY: RYAUGE 3.05 3.07 3.08 3.32 3.39 i -A 1 t -_, {, r' F SF u --7, -' _ STM-----------vDISTURBANCE--- - i, I - 0 A50 _____ _ , i I , , �J S 5, / i IPj - `�'---- -__-_ �----_ - 1 "-"---.- H- _ y c r } 1 q.•,'`."J /„ ,,, tt + Y-, _< .,,a e.,. tff.J ^"'•"_,. •eYt '-" »,,.__..._. __.. t,,,srt ..w�'�^z�°`°5 LIMITS OF DISTURBANCE SILT FENCE STORM DRAIN INLET PROTECTION CULVERT INLET PROTECTION PERMANENT SEEDING DUST CONTROL (OD * -x x x - IP i (GIP PS PS I *) d 28 BLACKWELL P ARI{ LANE I , J`'IJ TE 24'1 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: 5 40 349 0321 1IA p@BohlerEng.com V DANIEL R. HINES 'P .0 Lic. No. 043176 1'�,,! 7/31 /'I 7 '� -d 50 25 12.5 0 50 1 "= 50' r SHEET TITLE: ERS � SIO & SEDIMENT C 1 ��� SHEET NUMBER: C-601 ,.. i i i ;.-.1 § ; k t > '+ { i { # € ., f __- j �/ I d ♦ ,,,,,,<; `•.', '*♦ 1 t t Ly ti . •, "."„•^.,, .._.�_ /' r" ,,•'" ,,J r' : 6 i P r' i ' '} `a ' i e, `} r i g� 1 5 7j,55 (P''; i t } a t o cL \-___._---_.._ - r` i9 f i t r,, I ---.t { I 1 5 \ E # { !-„.___________ _____._.. Y �'i �., ; i f F 1 ' i 't .:. \ -_"y+r`e” II 1.---.--! t # } t \e \1 € \ '—, —_ �_.--,_.__,....-..._---._--.._-.__-,. __.""_ ( % V r t\ ♦-' -° \ ♦♦ "'q \. ( 1 }t t \ \iY' �� /r /3gJ J d r 1f t tr d f I!g lS`., } g+ ttt t --.i f 1 I t , ', \ { # # # € _ r R / % 1 \ *. 'STMP::' rt } 1 7i `. N ,„ ~ a -_ Fd' , ,- d t r } ; i € +� t ti } ` } t I � L IJ r aq a \ ( ''} y — - _ _ _� A 06 ; PS \ ° O 1 r /r $ r,. ✓ ! r § l 'I. } } t, a4; ~ v , L I -{ i i i a \\ \ € # l _. _. 3 M;,a .,._ t]:' 1 d // f '` \ \ ' w 7 t t -:.e \ t \ ,\ -t _":�-'"" f r f rr 1 t f I k i { tt 4 % ? :7,�/ ' �` I ({}} E i t t \ i I € i i ! J `, � ', L 1 4 \ '` \ `i „ \ �� /' r /r ( r t } f ! ? 1 l `t i } y! L "I- t 1 \ € __.______-_..__..____.__.. ____,.____, .__. _. _.._ .._ __._____ M --3 — ( \ i r/' kt} ( ! I 1 4 } :, t 1 ` 1 3 i { r`' Y Q� __ t \ i t \ 1 y ', \ _ yfi q�y" i t r Y # t R i:',.r, } +\ e t d f ik t 1 K 4i r t \ °\ t /J I € _ uaP, l 4 t v , , _ h ♦ ~ , . , , _. �y� ,�" Jl.l r yl c r I �.1vn—„sv.t - %/ t r .z, �;a.x,v._:<.< r._.....,_:�su,.cr..,,<.,�„• , .*, , ♦ ♦ ' :. , , t ¢ \ \ 7 w . '^--- `.'.lr rr f t ! # t ,S,' t q$'y � ;N�r # 1 4 t t1 I I i I i / __ ♦ 4 E € # ...\ / > J d'"""a `, ♦ 1 1 \ t R +< \ „ _-�cr r �,r� Q�%tlr t t f 41 i;t;,'i, s` t- $ S L 1 \ '`\ •♦, # # t -'} , 1 d € �/' t P ! f �4 E-, Y ♦♦ 'l '\ L Y - J / f 6 t t t} 5 'aS - ! l # _._ ..- ._._ _ .... I t/.^! t 1 f I f ✓ , 3 , 1 1 i 4 .t # `\ \ `\ .y +. r ,� t ( P + I B t et S sr” l , "�� - 1 _ .__ ___ tb III _ _.,,.,. .. 3 - YI .f."' 3 Q 1 «,., t Y�} 1 } f f- :x t i l '� � _ 9 � fir' I v L 1 ' i f ! r 'v t� ��ev P �t / :,,, 1. . q t l .�._. 3- 1 ^. 3C i .Nl,.... _._.____ J 3' o�{rcvl `" e L ! � i i 1 t I - -j¢(- '1 F i t _.._ _. f ! 4 't € I ! 1 E 3 t f \ r rt�� I "3 r- \ # t` I - b t ¢, i # I € I I �^� ^- L, ../- _ .___._ ..___ 1 - f I " - ✓ i '\ S t ` t `\ '\ _" _."_ .,, -. _. ..,. t SY 1 4 t L % a I 4 f / / //f/ } _ __ _ _f _ f i I f % \ `,, B _rrt t°t '{ t I I +i+^.�4-'' 1 l-' F t k 'S" -- --__ "�rr tr i t \ f / d 4 \ ♦ s¢, i t '1 3 f _ f I ` •,�y't� \ �_ r' \ r/� 5 '.,'3 1 \ 4 - s t � "t t i 1 ^r- 1 i ,� �4�ty /r / V Z f __ _ _-_ .. _ t L\ f t _ l I t f ! _..._ _ ff 1 d F It I � �♦ r 1 '`*, _.- r� ♦,, I i i # E Y _.__.,- t -+1�a '~ts l 1 't '� _ __ f k ♦ 4 3 d/ f " f^� t I ti.,- € `♦ `• `\ �`e,. `meg ...•^ f� r•/'� 8 yr G t S '% `^, I ! 8 y d t f ,,f ,� _),..rc .ix. `^d. 1 dJ f I P '1 f P3� I te------'- 1' t rki q# S y `: € , 3 { # ! I J i f ":i'"" `E-�ta .-w i.. / r `q ^'/ `e'° 'e' e':._. ,_""_ y /.°'`a� rr L y .: r(�x €' '! t '. I I t 4 f , F y },T"^< rf i'e <�-�'. J ,� ! i ! t { y,+.,uy t iu� s i I ; ♦',. # i ?. V J>/ t i, " r# ,<,h; ex.i, .^x,p',,,, I J > 1 _.✓^" t t s _ } / d 4 ✓'q 1 k 's I 1' f _.._. # 1 _ t� ! t _.m _ _m / i I - ' �, ik c " i � r"' ' `� i ' `i `. - iiia ♦ �' �'. r i `t .. .'Sa. J=t { \ ,t t 1 t> t ' i \ I _ S , s' € M r i i P. l t ��"° } i 4 _. •1 4 d� i ,» /jj ` l' f i , 1 - t �/ - t+ d / 4 '4 L r s `♦ t _i _ _ o t �: � r t _ / - t - _ � PS; 3 :s^ P r II f J 3 # I tl f _ j 3 ( � ! I t \ ! f f `l 'r' ^ O 'Psi t t j L € € pp t -M L- E i ! . k e�i .- F '� E r- ,' / DA: D.4 ( E # I S t'k r^d t„ 5 1 ::✓°' a N i l 4 ?, f ✓ z" Q >� t ✓ aJ f ` i '♦ � � \ # { t `•ter'.. l °` F <�+U i r� / T 1 3 .. ':. r I 1 F I `i" t _ L t v'' - ' =f$' ® F l '\ 1 6 { f \ 4 I t i {'` < 1 \~ I "a ( F i Y✓ ) Q # sl \ � n 1 ' � ""f` !d � t' d t t R f 3 i rr✓ I a`"' M � � Go, J f } ';moi:, 4 ._ { - 6 6 i ''\ 4 i+\ "' to `' \ ., . t'`" _ ._ i ,i ,/ _ 1'` of"" -''s _ f t Y t - J/ /Jr f t _ Y P 1 i _ f t - f I { 3 i cP / P ♦ -YY t i p,� ` J'r P \ 1 # _ _ r' r' o i v� Npr� ., tx�, 1 .., ,. v F I S ✓ 't i, 1 - r r� f !rt 1 J o-1 J ♦'♦ % � ti / ei. d 6 S r/r ✓ / _. \ € i Q- 1 J`' 1 if° / tP f gg'' # t '.., e t > bs..s, q b I♦.♦ /I Cfl g; t' r/' e E � t / _. P ♦ i _ _ i 1 f Y _ ___ "t „. _ F J t t S _ d d ._ I v3 9 i _ _ _. _ / 'S t't 3 i "^4 ,,,, t` t J'' f f S 6 _ # S d �% ffJJ// t ♦♦ i e ♦ `. € __ t s «--� , s s _,~ / 1 k i t 1' i t.-,`%"'",'F� /' ,° t � � I # t .... _ _ ,,, .,.. ! 6 ,� ,.. ! - . } f 4 4 \. ♦~~ ,'' J"^y t 4 1 l a B _ _ _ ^, % �' k E t`'y .. _ ` J J d s �° ♦ _ „""^-_ F s 7 t ;i t t t { t i _. _,. l \ t f In ! F t t \e\ ✓' // ✓ l Y 7 t" f P 1 1 ~e { 1 y # 1. �j4f S s �.. tl 3 ,_ 't d Y I Y i S A e~ t l r aP Y 4 f� I \ / i 4 3 t �_ / _ i I k v f # _ 6 \ i f 9 _ # i !v F j } a ♦ 9 r/rjjj ` P� 1 { / i t t d t E �t 1 /t k i \ yf' 1 % ♦ ♦ i'� % 3 ♦ - # S i f 6 d \ a t E f 4 t 4 P F ♦S\ 1 1 }tt I 1 \a I f' r / ! 4 _ e\ _ _ i /' _ \ „ i _ /r/ t 3 Jr' - s `t arJ„ rr i t % # i i i 9 c\ i # ! P `4 \l ♦ L I r t i4 ty 1 4 `. � P i - -y 4 < { 4 4 I ! I k t } `\ d f i 1 / € 4 I 1 { i t}{ S t t € _ r S a i % f ♦♦ i i Fr d ♦♦ r P � i� t `i Y i I } `t c S' r t 1 e _ It } t \ v �♦r i } r e i t E 3 i P t L , a i ! 4 1 # t # 4 a J/ P 1 t E 1 1 ¢\ \ Ir fl t 't 1 { tl � V 3 / # i `i E L ',{ k / i r \ e I ! 4 O 1 t.._ - L + - I 1 Y I 7 % lJ r r,/ `t \ f� t € I I I ^.. ' 6 _ - a 7 l / r'' 4 1 .. 4 ::�k t 'i r `,, 1 6 6 i L - _, _ f ,b .• r t Y I s / F '\ E * � t _ r i f r t 6 { •I e I _ r # P i t i /y t 'h t L R t ``•, \ Cr 1 `v V t ^,. JJ '` e"(, f ��?'s t ! 1 STM _ / ` E \ t t I I i I # 3 t ♦ i / ``•-✓' _ r t cf. ! i P \4 t DA: D.2 1 4 ¢. 1 1 L { A Y i _ F i 1 t L } +,ro ~ 55 4 t ' , i 1 L ♦ Y 4, <' % 6 A70 _ B [ 9 ♦� _ Y t d' L 1 t F - t 'l e4-" 1 r r 4 t\ 9 4\ i f t 1 ., r ! t 1 I I f 4 .. a # 'i 't { ♦+, 4 i r i { !L } _. t i L FF 3 1 _ # m - 8 is t i '\ '\ E t 3 t _ 6 d �L t t ) # Y \ \ k ` r \\ - i`,. (P � _ _ _ '', 1`� dP r I I d � t L i\ # i t t } t L''t { E [ I €! 1 L } i 't { t „. - -. i t t d d _ I I I _ _ 5 f t A t it 1 \ I Ly >r'� { vJ '\ l 'Y '} t f J f ''� _ 4 I 0 ! f, 1 f 3 # _ L 1 t a } � 4 s �°" e a t \ % S 1 S i 7 E 3 t j { +i r"° } /d -. _ ,__, .. �,_-._ 'Y i S17{ ` t t t t 7 :;;i 1 t 1'\ j _ J i i \ '1 1 \ 1 i ♦ { 4 ___. _ ..__- /"' rif 4 # f t, t t '•`.._ - I \ ', k % 'i .! E - _.,_ _. } 1 t ''Y s v,,� 4 _ I r I y { { t _. f J `'\ \ { i t tl # 't a \ \ `'t t € } ,# #. i P S { k !`.. w. } t "`'•--+..,""^^ r/r t ( t ! ; P , '3s t p L-°�'✓ ( d ! at _`^--,.__Y 1 `t °! t L t t % i } i € ♦ } # i P ! S 4 '� // "^"., -„_v_. ,a I is t t f F d 3 �j/ i t% } )y B t 1 i 1 `i F 1 t i ', t 1 i ., \ i `..„ ",.,-, - J f :;iY t -- `q 4""'^^-___ } \ l d i I I # I 1l -... -- fa ! `i 1 f \ F ,'-,f ; $ -r - " j 4 Y 1 { 6 t~ #` i P $ $ i £J - _ J # I E 1 'L i 6 i i _. 4 d t i � r _ ♦4 `l1 I E d \\ �7f- 1 I t i t -✓�c4" '''* .s,, F ._ `t 4 1 t i t __ ! ,. m.. t # t rl 1 _ _w 3 ! f q P I 3 _ } `l 4 1 k t .. i` i _ fi' t t i f € 8 tt i _ - k L Y \L \ 4 E s >r , STM t f `\w t i i t S 4 t € f t i t ._ -,3�5- J E t � \\1 E _ { f ,- 3 1 _ t t '} f i / f i { i t Y 6 t fa \ i \ 1 � t i �-f--- 1 � i } t *i 6 __ i 4 1 `1 °, t S „ F• 1 ,} i ,_ s^t' t _ (1 k, A05 _ ��' i i \ 1 i t c } 4 d f`� \ 45 6 ! S 4 t'7 -�:._r i € f L , v r t ,��r _ ; t1 f i � s 4 , « '.L t 6 <3�--- da L t �' ," fj( k t ) i I ! 1 \ 1 ... - ^1`�t tea" ,.`� "4 1 Y ff _ _ ty k _ r } f d 4 , I k ! i _ ; # t t 'l i f 4 1 a t _ ! i I i# i t Y 3 +.-L� � rt,t„ } a i I Ir `1 1 1 1 I 't 5 4?�.. __--- �.,�^J""? S r P' f f ,, \ \ vt ,.t t ! i Y € I I % i''' ._.... p "+.' ; -t 3 t i Y Ji: t iii p „.. a„-,,, j # '\ ! 1 1 % Y 3 5 i . +. ti._ I,.'ryF', s,k' J f ' 4 A! a t I i y E 9 = % F' r w{ % t°,.'` t { t ! f { i tri: s £ # 1 f~ l ', ♦ Y ! 1 d\ l i E t`'^ i i ; ', ,\ t._ §-•. -. 'lf �V 4.eq?i } q € ,;.t. t ` t Y l _ 1 If , t df ! 7 s, l 1 1 4 } { /s 1 B k S ({ i '., / j `�(' "- a g 4 y i f v , I 'm 9 P P f t t ,• "1 4} k t -^."^ B i / T 1 ! f # /' 4 S % 1 Y _ ,_ "- `7,. 't ` 7? 1 i t ; as...,s l A € { f ! t d i 4 t t "...,., jj{ \ t l # { p f # } € i 1 V } % k t `a _ _ _ -- , . r,". _>.z,z , ,�,, R ; 1' 1 6 r'( "d f 1 1 4 V j i j 7 1 ! t i L r. 5 i _.;? ry ,.... 1 r { A Y 3 I i t d - I f t '' 4 1 1 5 q I ! i P F i i t B i t £ f B 1 ky ; l t P 4 +/ F t t °\ _ LY,q'" yr •, t { 8 ! S f 1 rf 1 Pf .t4 \. P } i t """'^-,.,,4 t t i ii t t € k k b `f s t _ _ _ `i x d: 3`> t€ \ t 1 T L ^ f I i t t 8 1 t t I i ! k f # ! ({j / 1♦,"^' +`*T ..✓<^ ' 1 7 s 1 i t i `-, - a I i f 18 I # ! l } } '4 i 1 E , r",.^r' ,-a.,fi�1t I 1 9 1 \,. ' � P d P p f ) , ��„� ! -'! # # ! i i ,`{t S } S } `♦ e ,, -rv, 4 t `\ - -___" `._ % # # # { / f i E " 4 `t j 1 i % 1 y' 1 +. ~ `^fig:, >t v,°f" i i t a y € �5?"l l .1, r f k %' 4 t 1 t , ! } 1 \ f/) t t 7 7 k i ; k t )E 1 'i t y i t � i 't \ r t L € f ; s':; S p 1} i t t •. _ _, i` f t E { I ,C 4 # k 4 t'S # ! k 4 'i t x „`> ,rs _. ,_ is' ' t,t f # I / P ,;ms t 1 9 y r[' '`ly,'i r ---r:_ I [ { + } t ^. .__`__ __..._-_..,._ / t ! "'a ? i t i 4 t -`^s ` 4 4 i } 4 1 4 t at.-'-z?t. _. F• . # i 'k ;..G `s r i 3 I i f V } i^ '., ~~ - i t # l ! f i E f i " t ♦♦ "+ 4 `k S k k 4 .° / •`''t N""-.4 �z _ __ '! ry i t I ✓ f f g t t `\ , r / Y } ,\ DA: 0,3 . y t `--'-'----` � i S P a l T t` i 11 f I E i € 1 t f @ 4 1 f t ! i P i P a i 3 } P t I d t t f ! It} i i Pi F }" { f } 1 � I I Pr { a I! i i� a i t! t F { J t r d I / 1 IJ i! of z J,` 7 1f d `' ! It dd f jf 1 17 t' I i / t / r �i fl I f /d r f` / 1' I II 1 � , 4 Y } 4i I d clip jif af/ 1 &y I; f 7 1 t 1 /"/ " f r f I ! i ' 7 : 1 itP ,i P C 3IP16 r } l € i / .. 1 # 111 } 1( i ! 1 ( 11 t 11 4! 1i # of } f! I€ IE 1 }11� 8 it '! �.' 1 it \ 1E� I ## s § i # 3t }} i 1 1 IItt1 , \} f 'i1 t1,, 4 } t f . fi S } \ f i #t d t\A\ I t t \! t` rt t e `', o t i 't:& t I i i° } ' t € 3 , q 9 Y 9 i 'E } } It , € P,t} t 4 i f.1 \,i\ i , 1 1 1{ t 1 § ^#} ,t t to \ f,# § 'R R t, } "t § S# § t i iiI I } °� Jjj , 7 E io t t F i f f i j 1 \\\\\ \, 7 t r P 7 :\ P i{ r-., , f P P E P i i } P #� p f f E t # 1 § i t t #i i t } ! t , i 1 d t ! , 7 P f 1 e } I% 1 P r`' ,, F f f/I r�t I I I J %- ff"' /�i /~ t / Ir .._.. f , J S t d J ti 3...,-- t i i/ ~wa tt tt t si S t I 1 \ t r"♦ \ \'``•, ��'\ '' ♦ \`'\ a'. t i i # 1 # i I i i # i '` -. f € \\\ } t } 3 t i \\ `\ ♦ i 8 t € # t I # P P ♦♦ \ } `} 1 4 { 3 I 1 ,} ".. +�'\\ 4 i 4 } t .,,,, 8 i r \\ tt i t i t i _-,./ 1d \ -,` 1a\ ` \\ 4i � I E i 1 ; E _11 , A 11 ,'\ 1yy yti\ I l 1 ' _. w / `} t t t �w ,\ E 4 i t P t } j t { t `t # §§ e t Il \,'' ` '''`. `' a . M` ^.. '`,,6 `} E I F E ! l t '1 ` 1 S E t{ '} } i 9 / ` t tl r `` `. ' �°" } Y f # E E tl Pr t t I 3 # }i t } t € , ` 3 d' a_ a°y `a a .\ `'t d d f d --.,. ai t° t \y t k 3 i t ! } ! 't / ! '` \\ \ \ \` \ B I 1 I } _. P I I 3 } 1 d ♦ 'i ! t \ ! 4 4 r �, \\ I I 1 i P t (tt} � ti \ 1 i E fj t )j f a i 9 d t f f \ a '\ i st t i a i i \ 1 i } \ A � i ! 1 } ♦ 1\ i i I }} 4 { 't 1 i1 1i d f� \ \ •y `'A '\ ♦\ 1 ; { + \ t 1 { _ E \ a r}�} t i t l \, a a { I t V € 1 P a e1 � a \\ e } \ d`y b ., ♦4 t# i 1 € \ i 1 tt tt f 11 ., 4 t A ` `` \ '\\ � \ `. i t \ ♦ pc t E I t i 1 \ I I i i '` _. ' \ \,, `\ i E ``- t \\ i t i I ''} t \� 't 1 i t ,/I `' 11 4 ... \ S § i 3 S ?S ''t S t i I y ,\ \ ••\ ♦ t "' \ _. 6 ~ t \ a E I M ay\ S `0 q�, 4 dr" __. ,.. _. _.,. "\ } 1 t tt tt ,} 1 it Y � '4 \ E /, ,.\ °\ ♦\ -._ `' \,\ 1 d ~�`I \ j '4 1 \ S 1 '\ l `t 4 't `t i r/ # \ `\ e ee \`t` 1` ',,1 *, i Id / ���\` ~ } `i t � t `4 \ t \ T ', \ t P i < ^� �``., " t 'R t � d \ / `\ E 1 4 h t t `\ t d E i `\ ' I \ ! IE i t \ R @\ tl S\ `tl \\ \t i t\ 1§ .�.__-"--- i€ ^�� �� 4} S \\ \ "`,�`` \ \ `,,♦ a T`'t i Si y 'i 1 \S \S `\ \\ `t1 St }} € t ("'.. �'.'' e `1\ \@ +,1 "^w" ti !Id ! ! S t t } 1 `'t 5 t t\, T i � R F \,\ E i \ 1 y h 1 f t \ O Y. d/ i ` Y tIwl i } } } \i \ `@ 4 t "} § I ,. it �:�...4 i 0 } \ `\ R 1 € t \t i i t� / '1 } \ `.'`"\ \\ \\ i t R S t t i t t`i i / ./ i l fr` �'\} § # S t} 't t\ \ ! 't \t tt € 3 1 1 l t '\ al\\ '`.� '..`' w t\ \\ \ i 1 } \ e°1 \ } 4 } C 7/'\ A \ /° t 1 p ' 0} \ t } ! S t i # € J1 fi` i'` 1 ��! i '` \ as \`\ ,i\ \\ .. z / q 1 # S '} f a1 \S S \ 1 } 4 } ! I tJ n"\ I '! a \ \`'1, , 1 1✓ p`' 1 k E r } t t @ \ tt `t 1 4} } f } d t / f 3 \t "\y `\ \\ i } j r r 117 \` t € t '..• , � r kk4 i' } }} l\ ,I, °} nl tt i t'; It s} `6 E Y t tlr i //� ! ft 1 E y ♦ `` ♦ \ea I/ w ff PI i V €! i # t }\ 1 \\ li t} i # t i ! i t' € t / •°......._r^ ft F,� ^\e \,� `1a \ \ PI / i } 0 i p t1t '\ `t \4 t § i t I 4 ! i , "\" / Pf 1J I ♦ ,eI\ \ j p If h i i i 1 P i E `\} �\\ tt \1 t°{ t I 3 3 i t 3 ! SL }t\ % ✓'f Pt 117 't,`y ♦♦ `o\ , ,f'� € i I I ? 7r f i tt e° t} } t P I # 3 f 4 '}5 L '`..,♦ " fIF J7' ✓F t .1 r,\ °Li f7, 4i 4 € j i ~i { 7 }S \ , t 1 4 i I I SS }! \ F!t `` .t ` \ \`a ♦'' '.^",,. 7lf f ` P ( ' 3 1 h \ f p # E 1 i € I � }t \ @ f✓ '\ \\ y t # � 111 t } t , i q f F f ✓ ..,_..--- \y1 \ ?1 P ' if f € r i } } f I i i I # I " °'+ \\\ ''+\ +' /r` ;., \ \\ :II 1 j 'f 3 ( S ! ttt =1} } 1 i ! ! t i 1 ' 1} \e \\ \ '�` !:'' ''� a\ t\ \ a 4 P 1t ,P tf 3 € ',5z• ,, j ° } t t { i 1 9 t i E !9 1\ t\ \ \\\ Itl d' ✓ ___._� \\\ \ fP, fI EI € ' t � 1t \ tt i I € € ! 1 # t } \\ et\L *,..+ 1/fd Ig !// IF/I - '\- ''°. \\\> P i t t -- --�._ i I ! 1 1 S ! 1 t t t \, \ ! ! f t ,' .. r o I I I t 1 i 9 t d i i # } 1 i \ / f d '`^ \ P # i I 8 } Il I ! V 1 } i `\ 4 / I` ! .e __--- \ ,\ , ✓ d I i S b \t i ! i f d :. € , i t \ \ \ ; /✓ y f ;E F 8 € f j tt € 1 3 , i 1 9 } t } ! \ ji Pr I € i 7 j f I i I c T `t t ✓/ PP /! ftrr ♦'`'1. \\\ a a} El 1 1 1 T_ ''% I € i f ! # '� "4 h \t t L F/ 1 I / t g !! i mow# I @ t 4 1 1 ! E I # ! , ; st it t\ ,\ / v f7! ft f/PI r✓° '* 4 I € I I I }} i I ! f € ? 1 I t S �, f< P/ 1F \ \ 1I, \ :t I i€ € i t} tt§ i i # = t i } t 'Rt \, \ - ,'' ff !' I/ `'I ♦ '+, 'st 8 tl '• t '`t 1 i 3 r C i r l 1€ + t1 6\ \A\ d/ / fJ fT ✓``/ \ 1 "1 _, € f i 1 i , i I 3 i f t t a / d I I f/- ♦\,, , \I t 1\ 9 P K/' # i \ t } I i i I € 4 , t \ \ ` f 1 I J '\ ,., \ 1 0.7 € I S k , 1 3 ! € I 1 1 t tt tl \ 1 I J I P I w S IS € i 9 \i '€ i t I i 9 f I Ii 1 }t } h t\ \\ ! / PP J/ t'' !t ,!/ """„ \ �1''^,° t s :'E I 1 i@\ {} i €t , I , i t i } i 1} i \\ }} tt` \ `_.'S,$�-..,._..^"r r^d J dd 1P II //t / i t I Rt 44 1 ,1 i }s rt St ''I \ }} ,e J f I p t J / \'\,\ ��`" f // f € 4 € # I 1 S I t t { a \S t \'� //j ff PI f J' /� ✓r,-__ y~ ,4 /" i i t i E # i i t t f d I F / \'\ `4S i $Q € ' } € i € I i 1 S i `# t \ t FI t I I // a\\ \ I ' { , € a t € # I t 9 1 i i 41 } t t f a `, \ i ! 1 1 R \ t F / \ £ k I i € , 1 4 t i } } i4 } t 't, _....` s'k ........._"..,'°rr I P Jf f \y C `\ ! l € t i I i 1 ' 0 i °} 1 t t t � If' / / t 1 F__'_ - ! `* ♦1 `1.1\ I € 3 I } # \ \ \ f P t I \ \ q f ! i W k 4 t ; 4 i j ! } } } } t 1 1 i S \ .*,,, ,/ r F J // I i \ \ `r `\ \y\ '+' 't °}t t } ! € E s it ik ti , }} }f •}} t0 6 t@ r.+'' //F ✓! IJ 117 ( Jj Jt _ @\ y,, +� \ 1\ \e "S ''; `P._F # §` i i t i § t I t } \\ t _ ,r / If f I 3i I I \ S /✓rf { E ,:, t t ! 1 E Y i } i° t} } 1} 1} ts} \A �`^_,"-„ ..--^' // t7 7P /g 7/ 1i" t\ °`'a. ♦`'\ \':\ ``\ /.+ k 1 1 € S 1 it l E # } 't I } '} ! t ! ! f l 1 \ '\ \ i { d # E t i 1 q } 1 } tT ,\ / f✓ Pf f /I j 7t \', `tv @ �'y `'♦\ !/✓ i I # i # 4 ! E i i t1 1 '4 A `i \ \\ /' /< /F ✓{J ! C t @ \ s i @ E # i ,t t 1 S t } } S ' d I l fF f fF'r'' @\ \S ♦♦ /^> 9 t 1 € 9 # t{ ,S {# t }t }i \e "-4:4_^'____""^"" tt /f fP df ! _. yit t\ 1\ `yam *,\\ -„_.,, / /Ir # a?r„ge' i i # f '} 1 t S \\ ff / /I 1/ 1,, , `^w. }t } y♦ ,-3.♦ \a fy j { i } `4 1 it }S 'bt \t ti ,§§ a II /✓ ! e 4 /,' } `\ \\ y ♦ ♦\' /✓ € = t ij I§ t t \t 1 ))) i t }-.,yg,...__._-__._r'r ' f'' F P d t \ ✓ € E i 3 4 k t 4 t 1 4 l i r'✓ ! J / If J \t \\ ♦ `'6.,\ \•`t\ Jf ,r r 4 E q i y t i q S t Ei l }} t If f t ! !/'' _ \ } t '\ \ FF I 8 I 1 } § } t i '1 \. F / J, r I < \\ \ \\•,. tl,. ft. ; 1 t 1. t t^ 1 # 11. 4 fn S } \} tY .,'.`e. -, .. .. .. 1f // : / t! \ ', ,t. \\y. �A \.. \, 'I I rvs_ __ -.,.. q .\ y .+ `'\ \\\ \\\ \y ".,\ it I t@ `.a tt r £' f , / ` py �/t ��"� w '.� \\ \\ \ A '� \y , t lI 't% }R L\ } /7 f f f I"”" A }} d J € f f< ti '^e.•�` \\ '`\ s, S "\ \ t } i 't A + t i t J" ~/ '"-..... °\ \ 4,\t\ `\` \e.\ \;t t}0 fti "/�,\ } 1; °\ t fs S ',',4, f } ._,.i"^.". `\ \ \ t 0 1 st} l\\ t 0 `t \ t d\ \ ti S b� - + \ l 'S 4 '\ '\ \ 1 a M t1 e \\ \I F \e \ t � 1 A r" \ , t ,,\°SS a `, - ,, \\ '* "\ t\\A A\ \ \t \} @ S S \@ .. °\ @ •\t I Sit \# y \1 DRi ` € " \\ l ``'\ @`' ` `',\ \\ ''a \ 14 ° 4L \ t\ \t �°r0: a\\ \\ \t !p i d // ti t• 5 \ \ `y \ , .,\ y \\ °\\ \\ \\ \ } i} S \\ yt@ \t ' t #R \ \i '; pt ( P // / Jf /f a, '•\\ '♦ y\ \\ \ ``\ \ i \ } \t 4 SS } i P 11 8 ! f' I \ / \ \\ ``,�~ 1a\ ``` \\\\ @ \\ \ Rl 1 t S \t tL �C }}# 't { {j # p # dJ tl,. \\ a\ \jt \ 4 S , k } s`{ 1 j i 1 '` o, `', \\ A\\ "\ \\ \ \\ `'` \\ \\ \R %t\ \ t\ tS } ! f t t '/r/< I it \ \ \\ \ \ t i ? R \ t -� \ '1 \\\. \ \ \ \ \\ a\ \A '• \>\ \ \\ \\ \\ \ \\\ }\ \ 1, \\ € ! P i i l 'i \t tt 1'1-1 \\ \ `'" \yt, \ '\ � `` \ \\\ 4 0 \ M1•+ \ \ \ t , t i € j , @ 1 ♦.,. a ,�.\ @ \ ,,\ `,t 1 \ \\ '"\ \ \ \�\ \ 4 n,S } i" 3}t! € t k`la\i d @ \t • \ `:\ \ \ 4@ `t @ 4 I, " \ lA \ R t 'A 'i 5411 # I ai@ t `\ b "`y♦ \ \\ \ to E \ 1\ \F e \ \ \a `\ ,,\\\@ ' \t `\ ,\ \\ \\ ,1\ Lttt°^S I I 9 to t 7 \\y A \ ! \ `\ \ \ '\ 4\ \ \ ''S 1 \\ 1 t,�TSe ' t P \ A `'*\ \ `\ 4 t '� \ \ \ a \'``.,,a t t ;l lti t 4 } V t I M1 \ \.,.\ `,1 '.i i\\ \ '.,\ "v\ \ \ \ \\ l\ e\ A i \ *,\\ } \J•i\ t\\\y\ 4 iA i . 1 d ( 4� \,1 A \ \ \ \ \\ \ \ \\ ♦\ ,, °•,q'`\,: A Lag \ '} \ ,t • 3 .-.,�-"._--_._..._O 1`•,t t,\ 4. 1 ```\ e'`•.\ y`° \\ \\ \ `I \\ `" \\\ I '' I 't�\ \a� y `w,y `', \}t,°i tt .' \ w,'v \ °'\.,\\ \ ` ''\ \ \\ @\ ro\a \•. '+. �e\\\♦`y\ ..`.\ r\` d'�a` ,,,",,'' `'., \ -\ \a\ \ n`4\ t a \ i \ i \ \ R `` i \\ \ 4 S \1\ \\\ \�`\ \ '\\ ,\ \ \t \\ \\ \ A\ L\ '°.!} \ t i\ `} 11 .Y:.. PF \@eS\S\@t ;\'°\\ ,'`•. '. \'' `\ \ e \ L \ `t \\ t t } \t t k i ,1 # t •t i , i N 1 \ \ * w.,�"^^., \ "` \ :� \ 0 `°\ '`K \\ t\ ''•\ \\ 5@\ i \\' ,4} °ay t \ i '}t to It t f~ tt1\\\tl\\\,q"`\` \� \\\ I \ ,\ '\\ Y! \ 1 \ \y S\ \\� \1 \! e@ \i `\ '\ 41 I \ 9t 11 1 t It '!"`..,. t '` `\a\^,'` ``\`,`y•• 11 \\ \`. \ @\ t0. s"\\ Sv''\ \ e \ \ \ S \ M1 V T t t t , ..=.3 } jjj ♦ \\\, 11 w,,4ta. "`.,meq ,4S \i \\ \\ l \a.\ \@ \\4 1\\\ `\°+, \\\\ a\\ \\\ \Rt \ tt\ \'S i\ t''� tt R''t}il t•\ s}R t"r5:J� `t ` i/p `"y\S `'\``*,~'`°\\'`\ \ 1 \ \ y y NN \ A y \ \ 4 } t } } \ t\ t } ,^ § y Yq`"•.,, \\\ 1t\ \ \y `°\ \ `'\ \ \\ .,\ \\ S\ \ \\ \ \ \ T \ ,t \ `} t L „yt . / , t °'t \\ \ 1 \ \ S\ @ t°\ t A\ } } t \ \ \ t 1t N\ ,} \ (t } 1 \ 1 "`^�,,. \\\' as ! \ \ @; \ t t t } 1 \ \ @ @ S \ S '., h } t \ } yyw '\\'^ \\ 'at .� \S t,t'•\ \\SS \\ @@ \`\ \' \ } R` tt\ tS •t\ t \i t1�\\ \t \} \ ,i t\ t\ ,..5 \,pI." \S ,.,t 1 \` ",\ \\@ \ \l \ S \ �`'\ t \ S i @ s• t S 4 4 R.^,,� t \t \i \ L \i ° :M1t \ "'\ i `\ \ \\ 1 \ \t \ @ 1 1 L, l t `i \ t `} L \ i \ y `l i,. 1, ', \\ '°t \\ tt\ \S tt \\ \ it @\ `t \ \\ \\ S\ R \\ L "+9 } *, \\ 4 t t tt :jy 1 \ } \ t } \ S\ i 4 \@ t x y \ l @ a , t Sa `3, \ '\S \ i0 1} "8't '1 \ '\ _ IN 1 i S } � \ I, \ I \ t 1 L R ''y `l i \ ,S `." i L \ � t ° t s .\ \\ R} °f `} t \ }% } } \ t \\ \ tS } tt 1 S S \ t @ '., \ 1 }T '' 3 `i i � 4 } } t \ 1 T t\ h t •`t @ \ �\ t ,\ tt ,, t \ } 1 i # t Y} k `t 1 1 } ti R t , 1 t t , \Ra \ S', \ , } \ , ,\ \! \\ tr, \t } I } t 8 1 1 a} \ \ t t t \ 'R \ \\ 1 a \ # It } i } `t `h 1 } \ 1 i t 1 i ' t ` @ \ t" t \ \ \ \ . •\ i 4 y 1 RS tt 6 t t i `}t 1 L } �'\ l\ `\ T R \ q`0. `\ 1 \ .,\ ',,a ''., •,\ # 1 it i } 1 SS }i t h t} tt\\ ,1 St \ *tt \4 t; •\\ ,SS \1 t\; \\\\ \ + \1 `'`^I `1, } \ t t i R } t \ \ \ 4 \ \ r`\ `'. to \ \ \\ \ \\ `'. \t \} `\i }1 t t\§ ` '}} 1 +{ tt }t 4 t} {} R\ } \} @\ \,\ '\\ \\ \\ t\ '@ \\ y It \ S \ t.l iy o,\ }t 4\ \t i \ \ t\ } t }i }t \ \4 'z} ,`\ t \\ \ t\ \\ \ \\ \\ \ \ \ a \`� \ \ \\ , \ ,t S 4\ f ii tt t§ i 't } }4 tt \ \ t �} \ y `^\ °\\ \ '`V\ e , '\, '\ i\y't \\ \^.\i\@''+ \ I., 44444 •\ j t t 5 \ t \` \ S \ @ \\A \ 1 \ '` ti I i i } S= ` { } 4 4 \ t x\ } \ } \\ L \ ` \ \ 1 t @ \ `, t\ '°1 .` \ # It 1 i ! f d ! i II } t t} th `} \ t} tl t 't ,°\ \ \\ \0. S} °@ `A `� i, ` a \ ^\"R:.. ,q'� I I P t € I I # t } S q \1 1 \ tt '} '`\ \\ \\ \ \\ \ \, `"S ` 7 � f i t' f t € � € I 1 P t 1 }} S tt t t} t1 \\ \ \,, \\ i". t I t f t Pfjj ¢ € I j 1 t 11 } 1 } Rt 7 '} R `t \\ \ a\ @`, \4 \'. ,•f `ka i I r ! f ! € i I € ! i t } \ \ \ e a a ^. J/ P id 1 1 f t € t i € 1 t 4 Y\ t ,'\y t \ tt , \\ \ tI \\ \\ \y d P 7 i 0 4 t \ '\ \ i It7 t iI '3`4 "sem !a 1 7 # 1 S € t} t9{ t } t} t tl t \ i t \\I ^\ @ \\ ''^. \\ fJ I 3 I. f/ 3 € t S i 1 } \ i i \ 'h '`\ \ k `.t t 1 f! f ! 1I / *ped 14 _` d / € 7 }1 } 1 \ \\ tt \ \ + 1 \ `'y \y f P7 Ii !f P f t � 0 P # 1 t§ 4} '` 1 \h tt \ 11 '\, t \, f t f 1 l P t J f( s g I i tt 't \\ Asx L tt \ ' @ \e \\ ! i/ ! f 0 t § + L 1 'moi t i ''\ \ // t / di! ti f 1f1 Jtf I1 rf r1 6' a i ,'i }} It \\ '.t % } t `° i, `�,«..� " f P f " ,.s /r /! fP Pl If I Pf i P st / # `9' r 1«.,, t K f 1 % «�- .,✓` // fr / f rt r II t dl { I f // d 1 I I i.'x ( ti-i,�}}` 1\ l t gf t ,. " f t t 1 f ! P t ii( t F t p 1 ^"'..... ... If /P' f i I1 P i P f ff t j I �# ^,9j } 4 i § 3 t J f t I P j P (/( 1 i ! I P ", 1 S 1 P t4}dP f I J �,r.. ✓��-----"---._.._ .._-,- F y < ® /P/ f 11 f r8 Pt d df ri ft tt< sft '3" �dl �, - , I # #t fF ff ` !t ,II II l A i 7 1 .-^""" i I 9 t I I f 1 t d I 1 # E t R t # ,R , 't } \ d ` ! I f I ` J f `t '` \s ._.-.»__-_..r / t' f !` A i P tr t` I' t ,,,ppd''' o f i J O t T ` J 5t 1 I l 4 \ i .„_, _ f! \ If Ir 'I ,___- _"__. ,._._., t J / J / / , fF t 1 } 1 1 , i 'i �"" �° / f ✓ \t ! I f ♦\ } t '°% // f f 1 f 1 / d ! / f 3 1 t E }4 t }t }} q }} 0 } \ % > _._-_...,. .^/ / f t, t 1 , @ } °\\ _.. f/ / ! J f If Pl IJ ! tff / I / ✓ / I ` f I f j f df R R i \ \ J J` t ! i t t \ f/ 73 i 1 9f / / �✓ f I f i, V ! t \ t } 1 } 'I "y \ `--1 // f f / I / Ifr \ t a ``\ `- \ ✓/ ,( f I/" 11 t /d F I / ! iJ f ,p." / f^ /!d f' / f ,f f 1 `OJ t %! 5 1 } 1 t R t t\ n'� I✓ f f I I F \^, f t f ! '` // J d ! P� t >> } '\ t 1 t \ \ _. ---_._ A P d d t I t l \ \ \ \ \ 1 \ eye /� r 1 f PJ « /``f / f 1 ft ! ! d ! I / / / '' Ard „'` J /` / <. , ✓ /f p t f ^'y`"P,.'i�P "}. `} t} t 'i \ 'F 1 4 \ ,.>_ -. ._._,.-- / P I d( I f F \ \ \ \ *., / / ! I /// f f / 3 Pd✓ 1 1 t P l/✓ / ✓/ / 1 I 1 d # .t S +t S t \ 1 4 4 \ \ \ < 7 P ! 1 } l } `^.._..-,-, '.. \ \ \ ., ... O J f t ...._ f f s ! e I I f f f✓ •� I fr f/ ✓ P f } \ \ t } \ \ }\ t t "S} \t !' d t ! prr a `\ t @ ''u'- `e, --__."_._... // II 1 ! `__'- ,«,,,___.._.". s //< t ! f / / 0 f/ fr / f ! * _ f 4 \ t \ S `\ °\ \\ \ w dr /t / t i Jf f `'} \ A S \ r _ _ f / / .,r '\``n i ,\ \ \ `9`&JT}--.._____..___".-.,,r j t \ t \ F \\ f P l f P 1 f' t t @ `\ t h "_.__ / P f a'`F / ! F/f \\ t Y eq°A.a 4 *.., t J / / I amu"_`---_ /FF/ /'F s / !'' ✓ I f / f d fd /P /~//J I I ,/✓ r A6f Id f tr' a✓ /�P 1, 1 _.^.,,`, a`'a J l 1 I s1 ff f / !' F °✓ JJ JP r//" .+'"°/I y '✓/`, / !/ f t t sbt \ } \. , t ''`. e / / F I / v+ r 4 �i i \ e\ f ! f f ! / ! I` v` `s ,,/' v.'° f r .f ,• r 1 \ 4L _ ! ! f ✓ 't t @ ♦ — J / _- -_,_ '-' -_..d.-_.__ _____-. __.✓ /f f J / f ,r f O ✓ y .i°f}- }t \ } T\ @ \ "* 4t R '} t f / 1 P 1 !f \ \ `` \ \ \``.® d 1d !a /t ff O / J/ F✓ !f✓ `' F�j��\a viG ff y fF/f f" ff� J/1 6 t t t t } '} L \ ''\ f I F f fr+/ `-\ \ \ ``y \ 1e^"\ Il fJ Pf f f'i /'�` I rd Fo / < ,-t�ryrr lrlF, I /f :� `} l \ i 1 } @ ! J° I ! I / /`r t i "' \ `• \ !,f J f t ./' ff - -- -_. ,_ ✓/' /'✓ < / d P P, /,/ f 'ai '1 \ } } \ \ } \iR \\ } `\ �. f/ / / I f p f \ t \\\\ \ I __,,, ,......,__. r r/v° 1 I/ ,,,'°' r/ rlrr r f / ✓ ^( �'N0 I ,< rd ✓ 1731; d ' / } / 1 1 . _. p a r ✓ o /® \ 5� } 1 �J \ ! \y \ ''\ tya \ \\ t f J /r j/' f/ ®.' Ir' II/ / f /f ✓'` ^'' ,Qifr `��''°'✓ ✓' f '' t \ it 1 \ }} \t \ t\ \ \\ L\ '°` \'\ ._-__ _ _ / 1 ! Ir If If \♦\ '@ 3r \\ \ f 1 tt / t t`Fr fr Ir ,� // / •/' s / f/ ''I d/o r.S. .\ t '} ,\ \ \ t 1 \ } } \ 1\ -,"y4 -,t _ 1 j✓ !' 1 , r daJ \\ `"\ e tf I f " ✓'r -_ -._. _ --_______'�__._"` .+' II F" ✓r° ` f1` '!'fes`/I /f `4 i \ p h t\ q,\ \ \\\ 'i 1 \S \ "_„e,_._'. '__'_"_-." _.,..._.._ -- 1 / 1 6 j !f t \1 \ •, \ L `•\ 1 1 ( 1, t a7 f/- /f �f^• /II /< �^ '\ v:l ` t `\ t a \ S \ `--•... »..a.... f Ft ft 1 ',\ e\ \\ d t f 4 J „r _f, `, / d f`'r.,r I/df"`°F /'' �.. \ "`i } t `@ } \ \ it ,\ \ \' \ -_ - v / I a t I / \ \\\,\t \ e'my, te\ r ff✓ 1 ! F /J l I/ / f f /,' /I" IAf It RI,/✓ D.D9 °S t S \ �*-`t \ R t 1 \ \ ,,,.___'_ ^-„`~ f t I J ! .} \ \ ,,• ` `__` s f I / ! I I / "",,...,." w__.._....-.._..._ l r'I r.,-I,-r••`3I /'`/ Irr f ,✓, - °�"F�' t t 1 t ,\} } F R\ \ S ,\ \t \ , �"' _--'---- �� If ,< // f t /r w\ t \} \ \ \ /I I J(/J ff If I fd \ * �/ 3 � I II / ,,' / /.r / 1 } \ \ \ \ .,♦ �.'6Pbi', — 1 /° I t / \ \ qR 1» f t I / .,.-_ t t `} '} } t ,4'°`\ A If I I I f - t t 1 ':'d^ \\ 1 '0.\ I Pi f Jt I °, \ r .f •/.` 5U ,. „ l I s J f /' d � f d ar t f ., t t « / f3 t } t \ \ '\ I°ffi'z-....,. __.... ,,. f f' 1 it t S `S ._» 1 ! f ! d"'`.h Id,id ✓�' 1 °� P / 1 f t J / 3` - I ! a \ h t f r ✓"' t \ (1 r f wt1 J^`3 rrd __ t `e _ _ S '\ FP s r/ r"'fr✓ I# !° 9"",^,., / \\ / t R - ,a t f \ - f 7 a } \ " I _ r �r i _ -_ f T t Jr \i _. a } t t ��^ �,i `} t / O z ,/ f \ \ 4 \ f I d 1 +'/ ! d ! / 2 I /-' \ R `"t I t} d 1 .! R ! 3 / 1 / P a \ 1 } A f ,/ e �.^ P 1 f' f'r ----... t P t @ / `. ! d / M1 i s� 1 J \ \ I ., %r f r ~O ." i t O d ° , a , €j#,( I dr 1 I tJ i f !• d f ' If I I ( 11 % d P t t t 1 f I t 7 d f I I I !t 1P "; t I t .> t I 1 1 r: P d 1 J t I t t 1t i! i 1 Pf, , /t A- _ 'k I'G"A,7'iz, .t,'a. I P. �q�, a 1i°'•,tPB df''Yi � o„n 2 Y'. f rv1 D r m Fx- lp - 1 o z 0 ¢ 0 0 w M � Z o z �z zW6 oF- z,a!2 ,E O < L L I L , � w Z a 3 O 2 r'� ¢ O Q ¢ �- O I Q �U QF -t>70 ow J � � � , Q1 g � o d � '- ?- 'd I W 0 , ¢ , Q Q R 0 CL' Wal JZQ ?2 WtWY� �Q�(, o� _,�-m 2i>Ir J,Y �' .WIDOW WQ n R z v " �r O F- 0 � I--- I-- I- - � w 0 W ¢ 0 0 W 1 k n ..i `-i R a 0E Y ��. % P -i Q O Q 5 o �- � a - �: W} s W Z¢ Z> 2 I--� , W (7 ���w ,`Z I-zZ00 W `z= ¢ W O>-} 0 o w D+44 cn�cnRiRs� off �.4 aWOwWW= �w m,� 7)Z O]ZZZ0. ow D z . o Pli - O - ccc 4 1D REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. /f/, \ .,l 6' 9 p I -,'' CONSTR [ u y UCTIOf� } t L i } \ ^---^-"„_ --,wry F/ f f ! j/,e' ! °\, \ `" '4 4 ` @ --ter t t J I I I f \ \ \ S\ — ��,,,.• /� .fir r� f 'a 11 \'J`t '"-' \S \ } 4 } \ `S +.\..^ f�` i / I l f P t.., \ \.,. \ l \ / f I f I Id f ,\ \ t r,�P^' !r„N''� f/ !/ i.'r ,�' Z R } 1'a . `"`-... " l r f ! \\ \ma:, \ e f I t a`\ .r'" r''rr ;v- 4 __ ~ ~.ter PROJECT No.: \ I! I \ _ " V152000 I P f I g t I `y } e ! / S f "/,vt� f f ° B t J 1 r: DRAVllN Y- EEN _ t f H a �r i R f a' ,"f - f k f j} S /� t /, 1 / Y _ s" f P f _ _. ,.. f / RL _ _ } _ \ ! y/ ~ E KED BY CH C P' y RTY `. // / �\ a ! f '/ f d TM S \ r \ ! / P t ,( DAT E` li \ _ \ 7 1 17 _ f r.,, /3 / r.. , / ~ r / I , 4 ff( / 1. \ r /r, •' 632 62 rt ^„ .v� r , ~ r �y� /`3 ,r yid.^ _ r '- \ .fir~ ~/ SCALE: 1"-50' t \ A \ \ ,_,,..._...- -.. A \ \ 4 \ t l 7 P J F f l r rr " ,r.-" r"" r^ I r t '"` s �': } \ 1 t ,I \ -._-- f S t i \ l }t \°, .»._-.-, ., / P 1 I t !! / \ `°•\ r �. / „ Jr,..^''� R Iazj. r r ^w .' s f~r rr �i \ •, \----------- «.. ,' „/ f s \\ r ✓ p r s r` M CAD I.D.: OAO } t } a l t t t .,-.,,,_ i .__..,..._........_a. _.-...._.....,- / ! f / ,.� 4 S .i \ a \ .___ s .-O i Id f f t J t \4 \\ \ `\...,.tet t-': ~r~ P' � r' �~ „P�}. R }. i \ e L \ `t t 0. 1 '`\ __ '"'" ""` 1 __.._.__» /`r / t! f t \, t t R t \ \} \\ �"^, f �d I I / \ / y"' /,, 1'' J%',.,/� ,r' U'' ;t'.C1: a S i t '\ F \ .... _._--- �. __-`_`_^ t i r / t i t \'t \ I 1 I ♦\ \ / ' — s P/ 1 /; ," rf r r t t e� 1 +, •+<_._„--^ .......-.«. g -..__. ! '\ i t l I d '. a r•'` "'{ ,f, S:) f t t -____ ___.___ _ 1 �y \ a"., - "- _...__..__ / f \ t `� __,-__ p _✓' ., ... 4J .,� �",r�/ yfJf,S .... "_ .,. ... _ -... _.. _ _ _ ! P } t `\ _ ,., _. _ 1 ! f stir, \ , i \„.__-_--___.___-__._____--,____.„ --3. b'•_.__.____„_ f f , \ \ \ `' __..-_.. ..- 1 I A ,r s. 1 4 .... _, _ 't r . t 1 ~r y♦ '\\ t - - -r ~ \ _ A: 0,09 ~ '/ iS \ } 'i -. ,.. "".___. _., "_-i$i_®.- .... ._._.__ _. / JJJ d P , \ \ } •\ \ \ ___.____`m.__,. _._ f ,•. a\ r0 r - <J i'' .v'" i r:"',/^'v" P' \ \ s w rr s ;: D .- 5 1 ''.._._.,.._,,..,. ________-.__-_._._,.,_ .-..-_. _., _. ,.__ \ _....._ j/ ter' t , \ »_.__^- .___ _.-_.� __"_.____-; .-'__--_ __-M-- - ,___"__.• I' II '•* \ }, , \ \\ A\ _ «--^ ...�-• t ( f Ii"`. �/' �G�` al r,� '", r/'"r"r ,,0�? 's P t �4 t Y ..-."»..- .,_-_.._ _-______ ____..a"- _-,_.,.,_,_. .,®_.-_....-._,-_._._ __.,.. w. I P \ \ \ \--_-_..--- - f F r J ,> "r�l. // ~ /r I ,@ Yil` \ ''\ \'�•`. --._ --.-^-^-.,,..-__ a.,-^' -»__--_ 396^--.-._. ._-_„_r 1 P fr y \ \ ,.._ _ f t r ._r i f i �' Y / y�ft~s,�r/ 1 E r } \ � 1 \ t F y -_._ _...__._,. ___,.".--..'"_ -- r f J t 'i +.m` _` ...._._,...,_ �,.--- -.--•- _ _` �„' I a r a ,, !/ „Yi;"s' „'``' ` r1'``^ «-'""�'" } t \\ t t \ \ _ ..:--__------" -----___--,,._.--, - .,,..,--._..,-._-._.__.-_,_- -� p I 1 a,t ',°t '\ ,-.._...._... _....... ,.,_,.. _,,, - r-/~ rI,., F,.- .~; ��.P«. Y g i t t Y 9 �""._. -.-. p _. _ Y �. S t E _. _. _. _. _, - _. « r� r„ /` s 3 } t # t 1 \ i\ -"'tea ---_ _ ^ '"� f r dS f, d' ^ M .. -' ` ff a PS I= s' 4 } }\ •` ._- �'°�",_,--.., Y ^- - _.""--_._ �.--...._... •««-^.,"_" a,«�< 38d `- _ ___......,. \ \ \` __ __. _. -- ^---""_.. `""rte"" 4 yt ,'i ✓ �'`d'",.',-�3r' /s'r ''ir ✓/- _ . �,:A 5 u 4' t _a.,.v _ , ' i t - - ---`-- _,__..... LIMITS OF q t\ ~ `}/ f i; t 1 R __.__.- _._-s l 3 "" Y �_ .---'-'-' _" .««- ""-•".. ^• �P �' fes,. .. l?i�. 5 _"_ \ - _DISTURBANCE.__ __ rf ~ O/ _ N y r t' r ." r r p r .' r w '"; _.e..-. .-_. . _._._. 1 \ \ - __~-__._ STM �j �`~'`r-""~;,.-,:-, _,:.~,.! ____ H A. 0.09 - ,. ^ ," ,,rr - r� _� P __ ." ` r r i ...._ yP i .w _._ _-.. SF = rb S -"--"- _.-__._ `___ ___ B42 t1 ``". '• '4.. 16 - _ . _ _ .._._.. - - _ _. _ __ _ _ ` __,,,— --- - }ate';..-"-' -.. 1 __m 3 652 - �?, i r„,,, ;=r _._- _ ^w / A. 0.07 -. STM ,__ - _. _.._ __ -._ _ 376 __ - p' := i ,,;%`` a_ d' - .. .�. �' .__ __ M rp« - qe STM r-' A62 r ~•y .__. `. ” ,. I -- A. 0.12 -_ - r _� STM :, s �- \\ _ �-�'' w __ w - "'" B51 `� - + 641 __ 368 � ,~ . STM _ _ =:'~'r „ r, .,, �. � ,-" xa.�...,.,.....,.m..,wra.-__ �`—_. __._._-_._.____ \ _.:.. _.._\`v :.—..._.� 1_� f_.. _.". - F ._._.,. _ ,-,i „n^w� �^'""` �^'"�`� JJIr l,s a �,„� A61 __ <_ IP - - - / i..- t ^,.. .,. - .s- 1 _ _ - - - a _, _ ," I - — - _ __ _ _ _ _._ - 6 M _ .......- .-. w s.. __-_ _ _._ _, _ p " _— - w r._ - - _ _z ,r, ti ___ __ __ _ i __. 0 f 0 r w „. .a q SOF TM - may' _, r- _ IiMIT r- '' d ,;;;" -�� , jP---. _ - - _ _- '� -tri-�"- - p, a-.✓" If /' ''s - - \ \ NCE . ,. s _ - _ .._._. B50 = - -- � - I~ ' i ,,d: _ _. w �A - S R ---^,, O� ^ _ SDI iU BA r ,tl ~ .. , - `"` - r;- _ .. - r `'~^ ; "di# STM '_,,._ \ - _.,w / - _ ,. ,,.,, - a' 1,*. --- - .� f „fa;t r -- --- — r ., r ,r F f �r ^ ,.- - �/ _ _ r A60 __ _ w6 '` _, _ _ ' r ,ij,`tt,-1 `.__ f'` 'r .,..,.. __._ r'fY. .\`.\,.\\, __.'__`+-3 I• II /I -^'„'' ✓.O :.ir ''\ 'T -�"a'b- I5 tt` r r " y i _- " - I f' r P __ M - I ,rr _ _, r ~ - - ` ^ ^- x y ti`` MI" OF- d r a -- f - - a y R t,,,__ «, .,~ ,.iY` r' ,« d .... !II PIJ '•. ,, ....,.,. ,_ ....- _ `'�""-. ., ,»"�"t .,�s',°,r#'`°,'� .: _ '"y'/. CE_.,-^' "�^" _ rs'/� p+3j; `f ___.. / a ✓ -- _ -- _-- a-DISTURBAN� / --___ 4" t __--_._,,,_ ",., .' .1 dr r ^- P ..-_..__-_. __. _._ / �`ts+°,. `^--"_-^� � .... 5t ✓",r'_1 a _M /�.�^ / ;'" r r�fr^r YrrM� r„err •^ X/ ^. f f _. ,.. _.._ - _{' -"'.."„-_a` _ . _ ,....A'"�.. _ - _ _ ' N II «f'" _ di ,.,•• " .:r't f�n :� \ /.`', ,. tn�/�,u,�� _ /f' 'ter ' 11 z _,/ ,\ \ r /f f` I `•.w„ _`-- --- •zH ^ �.,I-s, _ �a °w"� , �f ��{�'9? (�jf}� P3 J►. j'� .,_ f" / „` �;"�-^`" i e ».. I I .-` -._ - „--- ,r .^„'•-,. "----'- - 1 Jl-a \SY� ,4,5 (- H) !/ ' ;/' y� ,� t t't / f / J a 1 «. ON '""_` y .. .«-,- - ^ ",fir -�~�, � - - I Y J U 1 I v✓ Ll if `/ y, r /%'"�' r!" ` J 1 • f --- t ;. rr ! f/ Id 1t y� !/ " !1 tCf t �' N_ „I ""„+'. n , \ r p -~ - -_"_--_-`__-_Mid" _ r 4 _._._.__ f ✓- 4 '-». �i�=-..--q.._. �,-- -°•g ---.--"""'"""'-"` J Jf \\ /f ""_•____.... ._. ""___.,.._._,,._-"--_.._,..._-..___, « _ __- - ~,,,, -_v jI } ii-_-, t \\ I/ /t \ ff "`_/ f �� �-__ I , JJ t /I f 1 — i�6 t l / ✓ •?' t 1 L \try /f/ / P! \i „ »\t It, - "`.,«r''�,„.` P ,�i," a. NOTES: 1. DRAINAGE AREAS SHOWN ARE THE ANTICIPATED FINAL CONDITION DRAINAGE AREAS, AND DO NOT NECESSARILY REFLECT THE CURRENTLY PROPOSED GRADING CONDITIONS, THESE AREAS HAVE BEEN USED FOR INLET SIZING, AND ARE ANTICIPATED TO BE LARGER THAN THE INTERMEDIATE SITE CONDITIONS. H:115W152000\DRAWINGSIPLAN SETSRROAD IMPROVEMENT PLANWI520000A0.DWG PRINTED BY: RYAUGER 7,31.17 @ 3:05 PIM LAST SAVED BY: RYAUGE 3.05 3.07 3.08 3.32 3,39 LIMITS OF DISTURBANCE SILT FENCE STORM DRAIN INLET PROTECTION CULVERT INLET PROTECTION PERMANENT SEEDING DUST CONTROL CgF) x x x— 0 50 25 12.5 0 50 1 "= 50' PROJECT: } SII , �[ yADJ ���Jl \1� ?7 JLOdVei � �� P LA'\�yI � V FOR I 7� 7� �y7 �� �7� I i : �� Ji. ]BI�OIOKHILL L��.l`��1�� or ���E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALSEMAR LE CO NT U Y JA 1 �� ��1. V DANIEL R. HINES � .p Lic. No. 043176 4, 4i� 7131 J174✓- l'i�' ssaMAr..►, ' SHEET TITLE: EROS�I� SEDIMENT SHEET NUMBER: -603 ER( I SIOII`, CONTROL MINIMUM STANDARDS MINIMUM STANDARDS: MS -1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTERINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN�SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISJURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS -2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ACTION: STOCKPILES SHALL COMPLY WITH MS -2 BY PROVIDING SILT FENCING AROUND THE BASE OF THE STOCKPILE. TEMPORARY SOIL STABILIZATION MEASURES NOTED IN MS -1 ABOVE SHALL APPLY. MS -3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION X. STABILIZATION. MS -4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SiEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION Vill. SEQUENCE OF CONSTRUCTION, PHASE MS -5: Si ABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION, AiCTION: EARTHEN STRUCTURES SHALL BE STABILIZED USING TEMPORARY SOIL STABILIZATION MEASURES AS NOTED 1N MS -1 ABOVE SHALL APPLY. MS -6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINgGE AREA TO BE SERVED BY THE TRAP OR BASIN. a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR�EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. AICTION: THE BASINS HAVE BEEN DESIGNED TO ACCOUNT FOR THE ENTIRE DRAINAGE AREA CONTRIBUTING TO THEM. THE APPROPRIATE SIZING AND STORM CRITERIA HAVE BEEN USED IN THE DESIGNS. MS -7: OUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL BE PROVIgED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ACTION: THE CONTRACTOR SHALL STABILIZE THE ULTIMATE CUT AND FILL SLOPES AS FINAL GRADES ARE MS -8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. /DICTION: THERE ARE NO PROPOSED CONCENTRATED FLOW AREAS WHICH ARE NOT STABILIZED. MS -9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL IDENTIFY AND ADDRESS ANY WATER SEEPAGE AREAS, MS -10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. ACTION: ACKNOWLEDGED. MS-11:BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ACTION: ACKNOWLEDGED. MS -12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON -ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON -ERODIBLE COVER MATERIALS. ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE ANY ENCROACHMENT INTO THE EXISTING STREAMS AND WATERCOURSES. MS -13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIALS SHALL BE PROVIDED. ACTION: ACKNOWLEDGED. MS -14: 'ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. ACTION: ACKNOWLEDGED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS FOR LIVE WATERCOURSE CROSSINGS. MS -15:I THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. ACTION: ACKNOWLEDGED. MS -16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RE -STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. ACTION: ACKNOWLEDGED. MS -17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADETO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. ACTION: SEE EROSION AND SEDIMENT CONTROL NOTES, NUMBER 10. MS -18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM�THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ACTION: ACKNOWLEDGED. MS -19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OIJI TFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. b. AgEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR H:U 51V152000\DRAWING5IPLAN SETStROAD IMPROVEMENT PCPN1V7520000NO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:00 PM LAST SAVED BY: RYAUGER (2) (a) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS; AND (b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF BANKS; CHANNEL BED OR AND N , (c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURE WHICH IS SATISFACTORY TO THE PLAN -APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. e. ALL HYDROLOGIC ANALYSES SHALL BE CASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION THEY SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. g.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. j. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. ACTION: SEE EROSION AND SEDIMENT CONTROL NARRATIVE, SECTION XI. STORM WATER RUNOFF CONSIDERATIONS, EROSION AND SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION: THE SUBJECT SITE IS LOCATED IN THE NORTH EAST QUADRANT OF THE INTERSECTION OF US ROUTE 29 SEMINOLE TRAIL ROAD AND STATE ROUTE 643 POLO GROUNDS ROAD IN ALBEMARLE COUNTY, VIRGINIA. THE TOTAL AREA OF THE SITE IS 277.50 ACRES. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT TWO ONSITE ROADS MAKING A CONNECTION BETWEEN US ROUTE 29 SEMINOLE TRAIL ROAD AND STATE ROUTE 643 POLO GROUNDS ROAD AND TO COMPLETE THE ROAD IMPROVEMENTS TO POLO GROUNDS ROAD AND ROUTE 29. THIS PLAN ALSO INCLUDES THE INSTALLATION OF SEVERAL UTILITIES THAT WILL BE NEED TO SUPPORT THE FUTURE DEVELOPMENT ON SITE INCLUDING A SANITARY MAIN, WATER MAIN, AND STORM INFRASTRUCTURE THAT WILL SERVE THE PROPOSED ROADS. THE TOTAL PROJECT IS ANTICIPATED TO TAKE SIX (6) TO NINE (9) MONTHS TO COMPLETE AND WILL DISTURB APPROXIMATELY 18.59 ACRES. II. EXISTING SITE CONDITIONS: CURRENTLY TWO DWELLINGS EXIST ON THE SITE. THE DWELLINGS EXIST ON THE PROPERTY TOGETHER WITH A NUMBER OF OTHER SHEDS AND DEPENDENT STRUCTURES. THE SITE HAS BEEN PREVIOUSLY ROUGH GRADED TO PREPARE FOR THE INSTALLATION OF THE ROADS ASSOCIATED WITH THIS PLAN. THE REMAINING UNDISTURBED PORTIONS OF THE SITE IS PRIMARILY ROLLING TERRAIN WITH A NUMBER OF STREAM CORRIDORS THROUGHOUT THE PROPERTY. SLOPES ON THE SITE RANGE FROM APPROXIMATELY 1% TO 68%. THE OVERALL SITE DOES CONTAIN AREAS OF THE 100 -YEAR FLOODPLAIN AND THERE ARE WETLANDS IDENTIFIED AT VARIOUS LOCATIONS OF THE STREAM CORRIDORS. III. ADJACENT PROPERTY: THE SITE IS BORDERED TO THE NORTH BY FOREST LAKES COMMUNITY ASSOCIATION, TO THE EAST BY MONTGOMERY RIDGE HOME OWNERS ASSOCIATION, TO THE SOUTH BY POLO GROUNDS ROAD, ROUTE 643, AND TO THE WEST BY SEMINOLE TRAIL, ROUTE 29. IV. OFFSITE AREAS: THE PROPOSED PROJECT HAS BEEN DESIGNED TO MINIMIZE THE IMPORT AND/OR EXPORT OF DIRT FOR THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY DISTURBANCE OFFSITE AND FOR ANY REQUIRED PLANS AND PERMITS THAT MAY BE REQUIRED. V. SOILS: A GEOTECHNICAL STUDY HAS NOT BEEN PERFORMED AT THIS TIME. A STUDY WILL BE PREPARED AT A FUTURE DATE. SOILS DELINEATION HAS BEEN PROVIDED ON THE EROSION CONTROL SHEETS BASED ON AVAILABLE SOIL SURVEY DATA. VI. CRITICAL AREAS: THERE ARE SEVERAL EXISTING CRITICAL AREAS ON THE SITE INCLUDING A HISTORICAL AREA THAT CONTAINS A CEMETERY. SEVERAL STREAM CORRIDORS TRAVERSE THE SITE AND INCLUDE WETLANDS AND MAPPED 100 -YEAR FLOODPLAINS. APPROPRIATE MEASURES HAVE BEEN BUT INTO PLACE TO MINIMIZE THE IMPACT TO ALL CRITICAL AREAS THAT ARE IN CLOSE PROXIMITY TO THE PROPOSED PROJECT AREA ASSOCIATED WITH THIS PLAN. VII. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOWING: 1. SILT FENCE - 3.05 A PROTECTIVE BARRIER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. 2. STORM DRAIN INLET PROTECTION - 3.07 A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. 3. CULVERT INLET PROTECTION - 3.08 A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS. 4. PERMANENT SEEDING - 3.32 THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. 5. DUST CONTROL - 3.39 DUST CONTROL WILL BE PROVIDED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMALS OR PLANT LIFE. ALL MATERIALS INDICATED ON THESE PLANS SHALL CONFORM TO THE SPECIFICATIONS AND INSTALLATION GUIDELINES SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION), AND THE DETAILS AND SPECIFICATIONS SHOWN HEREIN. Vlll. SEQUENCE OF CONSTRUCTION: PHASE 1. OBTAIN ALL REQUIRED PERMITS. 2. PRE -CONSTRUCTION MEETING 3. CONTRACTOR SHALL CONTACT JURISDICTION AT LEAST 1 WEEK PRIOR TO COMMENCING CONSTRUCTION. 4. CONTRACTOR SHALL STAKE AND FLAG LIMITS OF DISTURBANCE. 5. CONTRACTOR TO INSTALL PROPOSED WILDLIFE DIVERSION WALLS ON EACH SIDE OF POLO GROUNDS ROAD. 6. CONTRACTOR TO INSTALL PROPOSED WATERLINE ALONG POLO GROUNDS ROAD AND STUB INTO THE SITE. 7. CONTRACTOR TO INSTALL WILDLIFE TUNNELS UNDER POLO GROUNDS ROAD, BY CLOSING ONE LANE AT A TIME FOR CONSTRUCTION, AS SHOWN IN THE "MAINTENANCE OF TRAFFIC PLAN". 8. CONTRACTOR TO INSTALL PROPOSED SANITARY MAIN FROM PROPOSED STRUCTURE SAN - 03 TO SAN - 06 9. CONTRACTOR TO INSTALL PROPOSED STORM CULVERTS UNDER POLO GROUNDS ROAD, BY CLOSING ONE LANE AT A TIME FOR CONSTRUCTION, AS SHOWN IN THE "MAINTENANCE OF TRAFFIC PLAN". 10.CONTRACTOR TO INSTALL PROPOSED PEDESTRIAN TUNNEL UNDER POLO GROUNDS ROAD, BY CLOSING ONE LANE AT A TIME FOR CONSTRUCTION, AS SHOWN IN THE "MAINTENANCE OF TRAFFIC PLAN". 11.CONTRACTOR TO INSTALL CULVERT INLET PROTECTION IMMEDIATELY AFTER PROPOSED CULVERTS ARE INSTALLED. 12. CONTRACTOR TO INSTALL PROPOSED STORM SEWER ALONG POLO GROUNDS ROAD. 13.CONTRACTOR TO INSTALL STORM INLET PROTECTION IMMEDIATELY AFTER THE PROPOSED STORM INLETS ARE INSTALLED. 14. CONTRACTOR TO INSTALL PROPOSED CURB AND GUTTER ALONG POLO GROUNDS ROAD. 15. CONTRACTOR TO INSTALL SILT FENCE ALONG POLO GROUNDS ROAD AS SHOWN ON E&S PLAN SHEET. 16. CONTRACTOR TO INSTALL PROPOSED 10' ASPHALT PEDESTRIAN TRAIL. 17. CONTRACTOR TO INSTALL THE CURB ISLANDS AND THE ADDITIONAL TURN LANES ALONG POLO GROUNDS AS DIRECTED IN THE "MAINTENANCE OF TRAFFIC PLAN". 18. AFTER ALL POLO GROUNDS ROAD IMPROVEMENTS HAVE BEEN COMPLETED THE CONTRACTOR MAY BEGIN THE WORK LISTED IN PHASE II. 19.CONTRACTOR TO PERMANENTLY SEED ALL DISTURBED AREAS AS SOON AS FINAL GRADE IS MET. 1. CONTRACTOR TO INSTALL REMAINING UTILITIES ON SITE INCLUDING PROPOSED WATERLINE, SANITARY MAIN, AND STORM SEWER. 2. CONTRACTOR TO INSTALL STORM INLET PROTECTION IMMEDIATELY AFTER PROPOSED STORM INLETS ARE INSTALLED. 3. CONTRACTOR TO CONSTRUCT THE REMAINING CURB AND GUTTER FOR THE PROPOSED ROADS. 4. CONTRACTOR TO INSTALL SILT FENCE AS SHOWN IN THE E&S PLAN SHEETS. 5. CONTRACTOR TO BASE PAVE THE TWO PROPOSED ROADS. 6. CONTRACTOR TO INSTALL ALL PROPOSED SIDEWALKS. 7. CONTRACTOR TO PERMANENTLY SEED ALL DISTURBED AREAS AS SOON AS FINAL GRADE IS MET. NOTE: THE COUNTY E&S INSPECTOR SHALL APPROVE PREVIOUS PHASE PRIOR TO THE NEXT PHASE COMMENCING. IX. MAINTENANCE PROGRAM: 1. SILT FENCE SHALL BE INSPECTED AT THE END OF EACH DAY AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS OR REPLACEMENTS SHALL BE DONE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED BY HAND AFTER EACH RAINFALL AND AT ANY TIME DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN SEVEN (7) DAYS. 4. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. 6. MONITORING REPORTS WILL BE SUBMITTED TO ALBEMARLE COUNTY BY THE RESPONSIBLE LAND DISTURBER. X. STABILIZATION: TEMPORARY SEEDING WILL BE PROVIDED IN ACCORDANCE TO VESCH REQUIREMENTS THROUGHOUT CONSTRUCTION. FINAL SEEDING AND SODDING INSTALLATION PER THE SPECIFICATIONS PROVIDED ON SHEET C-617 WILL OCCUR ONCE THE SITE HAS BEEN FINAL GRADED AND THE IMPROVEMENTS ARE COMPLETE. XI. STORMWATER RUNOFF CONSIDERATIONS: REFER TO WPO PLAN T BE SUBMITTED UNDER SEPARATE COVER FOR STORMWATER RUNOFF CONSIDERATIONS. XII. CALCULATIONS: REFER TO WPO PLAN T BE SUBMITTED UNDER SEPARATE COVER FOR STORMWATER RUNOFF CONSIDERATIONS. XIII. OTHER IMPORTANT NOTES: 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN HEREON THAT ARE DEEMED NECESSARY BY THE APPROVING AUTHORITY AND/OR SITE INSPECTOR. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. WATER TRUCKS SHALL BE UTILIZED IN THE EVENT THAT A PUBLIC WATER SOURCE IS NOT AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. 7. THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. EROSION AND SEDIMENT 'CONTROL NOTES 1. UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION). 2. FOR ADDITIONAL DETAILS AND SPECIFICATIONS NOT SHOWN HEREON, REFER TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3. ALL EROSION CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND GRADING. 4. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF TEMPORARY VEGETATION COVER. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON-SITE AT ALL TIMES. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT POSSIBLE FUTURE OFF-SITE CONTAMINATION. 7. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES DAILY. ANY DAMAGED CONTROLS SHALL BE REPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. 8. THE CONTRACTOR MUST NOTIFY THE LANDSCAPING SUPERVISOR PRIOR TO THE INSTALLATION OF ANY TREE PROTECTION OR PLANT MATERIAL. 9. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN THOSE INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 10.THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE MEASURES NECESSARY TO ENSURE THAT ADJACENT STREETS ARE MAINTAINED IN A CLEAN AND DUST -FREE CONDITION AT ALL TIMES. 11.THE CONTRACTOR SHALL ENSURE THAT ALL DEWATERING OPERATIONS ON THE SITE PASS THROUGH AN APPROVED EROSION AND SEDIMENT CONTROL DEVICE SUCH AS SILT FENCING, SEDIMENT TRAPS, OR SEDIMENT FILTER BAGS. 12.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING SITE WORK IN SUCH A MANNER AS TO PREVENT THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO THE ADJACENT PROPERTIES, 13.ALL STORM AND SANITARY SEWER LINES, NOT IN STREETS, SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 14.ELECTRICAL POWER, GAS SUPPLY, AND TELEPHONE TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. 15.AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ANY BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED. 16. WORK WITHIN THE RIGHT-OF-WAY SHALL BE PERFORMED IN A MANNER SO AS TO LIMIT THE DISTURBANCE TO PUBLIC TRAFFIC INCLUDING PEDESTRIAN AND BICYCLE ACCESS. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS - 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BETAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15.13ORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19.MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21 THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.) X o o ¢o �� 4 z 2 3; w zLu<P4 Z O o P, .- =g O¢ D- L w G w C:}J Z¢=a 30 1:12- t- � € �¢�IS-� aw 41+tea Q 4 Lu o Q� o z¢ o0 1. MQn¢.z �zQ z0 6 c0z M Lu Lu 00 y J m> o f aC�¢co�t=�zz>o O�4 �2 ow > W o O u w Q m ==m�=za �N - o =J��z� t�_zj w O w¢ 0 O w r:4 J(nof mtAZ0 o0 o H4C4 RQ �O 0 ¢ ¢ o } a 5 w> Lu Q ¢ z > _ r z J:�E Y Y w a o z w0=ate-' �� �w000Lu ¢�- >->-�� ow '1) 3: '-0 3: 3: � awOwww= QE5 z m z z z a o w 'r. z �m T REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: NA CAD I.D.: ONO PROJECT:uj RAD IMP"I" 0)VEMENT PLAN �q I'OI POLL�� O GRO NDS ROAD AND lliR'1l'OKHILL SECTION I LOCATION OF SIVE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ENGINEERINGBOHLEk 8 BLACKWELL PARK LANE, SUITE 209 WARRENTON, VIRGINIA 20986 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH olk v DANIEL R. MINES q ,9 LIC. No. 043176 � 7/31/ 17 �? _ IVA SHEET TITLE: ER��SI' % N & SEDIMENT CONTRr01, NOJITES SHEET NUMBER CA SILT FENCE CULVERT INLET GRAVEL CURB INLET SEDIMENT PLATE CONSTRUCTION OF A SILT FENCE PLATE. 3 gTEI :QUALITY OF SEE])* PROTECTION FILTER (WITHOUT WIRE SUPPORT) NDWALL — i,--- 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF Crownvetch 98 STAKES. — — — — — TOE OF FI ULVERT i � _ --• s' �y , `� %./ I �,,/' FLOW Lespedeza, Serieea, 9 " Grasses BlueJ , �entuo y' '85 Fescue, 'T`all (Improveo, < 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT AND END THE EXCAVATED SOIL. 9885 —° Z- Fescae, "fall (.y-31) T INTOTO TRENCH.ES °10d6 ° TOE OF FILL GRAVEL FILTER 12" III ° ° SILT FENC '' DISTANCE IS 6 RUNOFF WATER WIRE MESH WITH SEDIMENT FILTERED WATER i MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW 4 ""5r spa Perennial 1 yegrass 98 * OPTIONAL STONE COMBINATIONrF Weeping "vegrass SHEET FLOW INSTALLATION 1.5' 1.0' SEDIMENT �IIII I a A° PERSPECTIVE VIEW) Flow _ CONCRETE GUTTER 12" CURB INLET A 3 MAX. A e �\ 2.5 FLOW m Berman millet \ 85' SPECIFIC APPLICATION � �II� � � —I- ' VDOT #3, #357, #5, #56 OR #57� THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE POINTS A SHOULD BE HIGHER THAN POINT B. COARSE AGGREGATE TO REPLACE SILT CLASS I RIPRAP OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. DRAINAGEWAY INSTALLATION FENCE IN 'HORSESHOE" WHEN HIGH Seed should cit eOn,tain in (FRONT ELEVATION) VELOCITY OF FLOW IS EXPECTED * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. E.xani y-31 Tall Fescue with a fieri ination ofS5 percent and a purity of SOURCE: ADAPTED FROM INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SEDIMENT CONTROL,VA. DSWC, SHERWOOD AND WYANT SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC SOURCE: VA DSWC H:\15\VI52000\DRAWINGSIPLANSETS\ROAD IMPROVEMENT PLANtiV1520000NO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:01 PM LAST SAVED BY: RYAUGER 1992 3.32 B �z �+ rVe Z ❑ z OJ < U Q a 0< a o o w 'HoW q m6 w ❑ ❑ zQ o0 Qa°Q-= g2Q �o wwm2E>6 "f O s woo ¢o0LU =3 N� nofmtnZU O O < o a� Q � a wQQ��W=} W C7 KK�-� wo X- �t-zOww ! ZO}}�❑ zoW a w O w w w= Q w 5znzzzo- o o�m REVISIONS REV DATE COMMENT BY • 111 MUNMR19-311 M :jA;IIIA0j 0=11911111 Q It's fast. It's free. It's the law. NOT APPROVE FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: NA CAD I.D.: ONO PROJECT: ROAD IMPRO"VEMaENT PLAN FOR POLO GROUNDS ROADAND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@Bohler;Eng.com TH 0 DANIEL R. HINES .9 Lic. No. 043176 � PO,,� 7/31117 ✓' S�flNAL'�1�►. SHEET TITLE: EROSION SEDIMENT CONTROL DETAILS AILS SHEET NUMBER: C-606 'SABLE 3r32A :QUALITY OF SEE])* Minimum Seed Minimum Crownvetch 98 65" Lespeden, Korean 97 5"; Lespedeza, Serieea, 9 " Grasses BlueJ , �entuo y' '85 Fescue, 'T`all (Improveo, Turf' ype + ultty trs) 9885 Fescae, "fall (.y-31) 97 85 Fescue, Red 98 5 Redtop 94 S4 Reed aTiary rass 98 spa Perennial 1 yegrass 98 99 Weeping "vegrass Annuals Annual Fyegrass 97 90 Berman millet 98: 85' Oats 98 80:. C,rel Rye 98 85: Seed contaiping prohibited.or s€si noXj'ous,w should not be, accepted. Seed should cit eOn,tain in exeess sit 0.50/ meed seed. '1 o cealculate percent 14re live Seed, rr ulf ip y germination u es purity and divide by '1100, E.xani y-31 Tall Fescue with a fieri ination ofS5 percent and a purity of 97 percenta 97 X 85 = 824'5, N 45 100' = 82,45 percent pure live. seed. " Includes. "hard seed`, B �z �+ rVe Z ❑ z OJ < U Q a 0< a o o w 'HoW q m6 w ❑ ❑ zQ o0 Qa°Q-= g2Q �o wwm2E>6 "f O s woo ¢o0LU =3 N� nofmtnZU O O < o a� Q � a wQQ��W=} W C7 KK�-� wo X- �t-zOww ! ZO}}�❑ zoW a w O w w w= Q w 5znzzzo- o o�m REVISIONS REV DATE COMMENT BY • 111 MUNMR19-311 M :jA;IIIA0j 0=11911111 Q It's fast. It's free. It's the law. NOT APPROVE FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: NA CAD I.D.: ONO PROJECT: ROAD IMPRO"VEMaENT PLAN FOR POLO GROUNDS ROADAND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@Bohler;Eng.com TH 0 DANIEL R. HINES .9 Lic. No. 043176 � PO,,� 7/31117 ✓' S�flNAL'�1�►. SHEET TITLE: EROSION SEDIMENT CONTROL DETAILS AILS SHEET NUMBER: C-606 Notes See Trables H-2 an H- to th mean(n� of the ynibols arrcllot lettIer codes used lit tl°€Is fjatr'�. baso 634 l.;kiitio", Nates for, Figure 61 -1 1�,pic l Application atio Work Beyond the ash ttld r i��rrddwlc e:�: t€ the �t ��� ierrt r. i � as � , " � z � � Mfr �t. . Ftr all cry :�ztat � cct rtzrt. � rt .g�1r �l . placed, � � 1 � � cct' t t �. s � 1, xd � fee cs a the i� t , °rilc .r il� tt° �r t:(at , . fir` x. ' ° ` � � � �i � >I zct! >�t �`�rrca��; O ticn); .„ . Ig ,. � �, ~mob ° _ '� � €� a °' - �, 'Tlar 4� la � a� T 1 t�..�T _,,.: '°" r t rra<� l� , �. � to � a � 1 � �llr"tT,� � , � .,� rt.ttfs,�a� t!l _ �r <.l lar..I t ~ata �t�,att, such , , altar O si 'ta The, Tt U lµl [ WOR . sin a bear �� fair �' :rl atl`at��trt tca;tlr.. sfiottl er; s #., g� ' )AD)R, ;1-ik.°AL. se .tiaras. .trartttea! laa:re tlre � alp s�.�.e t;s h�lrtra€l �t iraarrraw.r� altr�r�" tlrattr 2 z 5., . g a ` a€�alxa�s � �aI tlr€ €°aa�£r, or i� Tr.�t apt` rararta, ttaattt t9.r� � cat �1ta� roadway.. Tat �, ° � :. p4r, :raft-Cvnl° N�€. of RtrtnitatIn Or Mobile oper,`atarria ..133., Signs �rae� a:��x'ra€r ,t�°.aaa 1< i °e � a��t �' c�lr �zara�i hcl "If b � � r, Vit.. t A. 3 ra0 With to .a ' �� �' crs � �e 1 � ..a;�.�. l., l� a. �� z ��! 4 Ir €€�t€;at:�it rot lar:t ars a l° rata gar �iaarl a t ;� t , �, . 5il; t°crdt�.sw � 1 ats��I�trelsll��a.rtc �tta,€t;w�r aaay he used to i��lnre:t,tas t:b rag,tsaTllrttag; : 'Vehicle Itaar r warningi ate shatt not; ha= used instead l° the Vehicle's le's higil irate site rmatlag 4 tlashingA oscillati or strt lar B lit � da3 3d403011 fififi3a 3 Fjdgfi� �dddd x� tit 4! f d#di4:rB lea 4. t. Peg (:i3 Figure 61-1-3... Work on the Shoulders (TA-3) Figure 6H-1 Lane-lLane-Clos, I u re, on 4TWo-Lahe Road Using Flaggers (TA-10) A Shoatlaler"td (see Note (este,, See Tal,6c�s SH -2 and 6H'-3 for the rreatring 0 e: ymhols andlor letter rotes used<kn this igure, Typical Application 3 shoulder type (s�e'tlota 7) Notes for Figure 61-1-3—Typical Application 3 Win* on the Shoulders ctaa' °ea'�c1._ r . sae � c� fr t r �er� c ro3tcttri5. tizfi tc aFcrtsir� r� n r w ci l.�tt �.� 3. Ti , SI I,0U I)E , NVO.R. M:lE l) sig ora: aa�t Atrtersectin> t�cat�l<-w ars rraaay be otrtlltesT where clrlver- re 'Y) ca�a 1asa ('a rtes ,sr�a,t t0�lv��t ` �� ali �aaa:taaaatt�,a� ,saa.�kTr�;€' >3c4vaa►a��. �°vatraarta,� ;,a�ra ": ri�at- to this bls�,t:ivliy, At`s1n T,"tar b`()rt tlapzra ittat as p` atlrtar ;ca(° to t1:(nutes fi lem ulll si ns aanai al ttrrtra lid at � aiesi f es arzut bt �litrtitaatte€l. F a< °r 1� sr �°a;3"ticTa_ _�rli1 �a_tta.�ttacT.l�t�.ttatt,rr,�tt�, rctl�tltttl�, ll��lr€tri.. a�sea.l€atttrrg„ car'�tra`a6t, Tl.�aats asused, �.Ir� at;,=e fes :; t�. x o� �� I � (a' � t= -1 - e gar` °t I a a�a r. r , ls�rta�a rl I aart�.(.a �t rca �atrtt�': #l�,l , > allrtrar �. , I a , ra I l? orstrobe light", Standard: '6 ndard chide ligzard. wa'arnin signals sh ill ralrtt lit t sed Instead sat tete vehicle's high-int€nsit;r raataa ng, b, ' ., flaws lilitts€`illt tt €it t�ailwli tt s : 7. When paved shoulders having a,Nvidth, of T'eet €aa more are clos 1 at least wire advance warning sign, sb ll`l°a>a t' " ` � ,t as In t .a .�s a-'$ r ��tl l . acl�Tt a to l t "rite devices ''' ., a ` a cl sat. ttela� . � t aces ._ Taall be used ci tat li��e the sly �ztl€l =a° aa. advance t €lcwlirti€� tlir ll;ititita of, thrlaspace aartrl €1iret yhicatrr i"rlic° to amaaraaisi TtTaitt the traveled way. Docc.r HAI 51V752000\DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLANW152000SDO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17@2:01 PM LAST SAVED BY: RYAUGER 0 to 10014 to 100, It Typical A li a ion 1 ote- for Figure tib"°1-10— piclal.,kpplication 1 . Lane 31w"U ~e off, a g *.Lal � re l Vsnl lagggr optionz TF haat° ffrx-volwlle sttrtalOcs. wlth 416t°t %ctt -zottn; on �,trutht s°baft,as, whe€ TIV tlagger is� V't&itHAc� to Tclt= wwv,� tai�gmi rhing, frortr l,aa°calk dat ctlstoas: it 5611 l Il<r, er, Posit t�a'wd to Irv. yis lsr t road ttscr; to romchin f°ar e(r Taa;)tla alac t titrta , may he wsed tsep Cha Prey 6t," , AD t. , .� �- . ,i � 1. as _ �l...K, .ria., �rt3 t... �. .,1-r� .`� . � . �`�a� 1, � � s �1r Ott a.�.S. '�. °T 1' t� i."'.'_' � �' i t Y - �` � �,a,rl t ,call �att�r�tt:.ar ._ tlt� ctrl. qtr., �,aa-aa r. . a• ax. , ' � a� t,.,, -S, its, ° ,, c. ° `� °.... BE l T"13�,1 . Ott . n� l� �r to a �a.. � :�. � lit. .,� r `t _ l taTtl tt to f ta, sxa a�: eras ,... $ Y. t The xd� to%Cdi t ,.t±�iiia,�R d3i;iT x�d a`€ � "t� �. �, a ' '.'"` .� :{,'# � P�'#`''>d ". t �%� ._� tr. to � rt �, 11 e. t.� xr t t � . � . � � � hon owal a � � � t 5. r. � ) ars, iair:itp�,. taxa°�Ta At aa lt.fla or stations sl all ;110110 in t(l, txrept ata ettrgetwliesH atiri�i�tae�,Y4, 6, VVheyl tt.re;: r, tlsr' RE i-WETA Ta`1. `i C) STOP. sign s,Prc>tththtlll ir;?e-,eae el%-Ceft'thelc;g; fa t tz �a' e"old tp"a , Moen { rIlsulfin :fhvm titw qtr e ch)xupe njj' ght extend through €tae! grad d.ros,:s ng, the ` '" ro� shodilt %v fmtertded the frar,s!T1ams area dre grade r (5%- ,', lWdefi, i"k gdv&� , 4.'€`t: xsing Crp't i3 dfi`f..t t$C°$d i.''' k4:Ott ill ;p -*'1C $'' -: 1s$ti tvith,:(0?.?1 ,,•q a, d'Z, `7•;`:t r )rx kb'11,84,Da,4 slnE tdd be pnmd€" kw kee Fit tai ' �.d`. iBF faar"P39t'2� as ,(j the �'�#v'���d��rt a`�f.�7P� � c ��€� ,ir„ �`a' �8 dd �- e b ices. a .,�, °P at 4"half, er mi r't°fms4rexists ssIfitirt the atr°t1lit.tq t'tre<ty,iirar°rFes' opert-ohig, On tehs i ii- r ri side r>"Oh. normal a°iaouhi be PAINdeW svith cal raPttt zoic° warnhig desPkes as drat d(=s-ea°s qpt a° tAg, on 1h } tit, ; 'al,4a� OW? re(,tiirowa r`'7�mjmf, Via` (° iigiat &0lrgn,04 e;` Aep,(' ;shotrrd tazx-3ew ih,, iso t,` m Option: 11, A flat,'ge€`, or a, ttni64t'tned lass' ca#trtvoratcm f-4lift; cr :trt"ay be tt e(1, -at, tt e, L",rade v ross o -to aa`tttrttsttze paobabilaly that 'a`"fdudes:um stopped Nyithiu15'ficotpf ftra d cY'ossing 1001WIt 1. CONTRACTOR TO UTILIZE MAINTENANCE MEASURES SHOWN ABOVE TO ENSURE CONSTANT FLOW OF TRAFFIC IS MAINTAINED ALONG POLO GROUNDS ROAD AT ALL TIMES. 2. CONTRACTOR TO UTILIZE OFF PEAK OR NIGHT HOURS TO MINIMIZE TRAFFIC DELAYS DURING CONSTRUCTION ALONG POLO GROUNDS ROAD. q, Y'YA:S.d a� T fd3d$'T3�'da+� fi 33Y``aaE LD r C) }jy , z z w< p z J W z YW9R =0¢u -w a� FSE J¢g�� �s d"' ( 0UQHu)a �o W � N 0 z ¢ o , ;�, wW w �Q_t7 0 J m>cc QYnzwzz> ow F 0 J > W O O W LU o Q b = 0S J D � Z z 5 C W O W Q O O W J v' U) K CO cA Z U � Qo q� O O U kJ } F < a'o WZZQRZ>- r�-> Ct2 zJ Y Y W IL o W W U` O'a`0 J �o ' P z z O O W w - Q Q W O}}-< o W 0 W W LU= w �z m z z Za b C)2 REVISIONS REV DATE x+h,sb„y: 44:a i gpd;,Ji j3Fd � Z3 �x�S�&r�� 9 R': d 3Df1f3' 3> 1 " 3dD+39 ;� LjS; F g. Fd ad". sa ids (y3i$fiy�Yd t U ,€,, F {; R Mi�yy t A^..11 ` f 19 39 W d. add fidfidAad�d . £ DpD laidddd'''y, d '. Docc.r HAI 51V752000\DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLANW152000SDO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17@2:01 PM LAST SAVED BY: RYAUGER 0 to 10014 to 100, It Typical A li a ion 1 ote- for Figure tib"°1-10— piclal.,kpplication 1 . Lane 31w"U ~e off, a g *.Lal � re l Vsnl lagggr optionz TF haat° ffrx-volwlle sttrtalOcs. wlth 416t°t %ctt -zottn; on �,trutht s°baft,as, whe€ TIV tlagger is� V't&itHAc� to Tclt= wwv,� tai�gmi rhing, frortr l,aa°calk dat ctlstoas: it 5611 l Il<r, er, Posit t�a'wd to Irv. yis lsr t road ttscr; to romchin f°ar e(r Taa;)tla alac t titrta , may he wsed tsep Cha Prey 6t," , AD t. , .� �- . ,i � 1. as _ �l...K, .ria., �rt3 t... �. .,1-r� .`� . � . �`�a� 1, � � s �1r Ott a.�.S. '�. °T 1' t� i."'.'_' � �' i t Y - �` � �,a,rl t ,call �att�r�tt:.ar ._ tlt� ctrl. qtr., �,aa-aa r. . a• ax. , ' � a� t,.,, -S, its, ° ,, c. ° `� °.... BE l T"13�,1 . Ott . n� l� �r to a �a.. � :�. � lit. .,� r `t _ l taTtl tt to f ta, sxa a�: eras ,... $ Y. t The xd� to%Cdi t ,.t±�iiia,�R d3i;iT x�d a`€ � "t� �. �, a ' '.'"` .� :{,'# � P�'#`''>d ". t �%� ._� tr. to � rt �, 11 e. t.� xr t t � . � . � � � hon owal a � � � t 5. r. � ) ars, iair:itp�,. taxa°�Ta At aa lt.fla or stations sl all ;110110 in t(l, txrept ata ettrgetwliesH atiri�i�tae�,Y4, 6, VVheyl tt.re;: r, tlsr' RE i-WETA Ta`1. `i C) STOP. sign s,Prc>tththtlll ir;?e-,eae el%-Ceft'thelc;g; fa t tz �a' e"old tp"a , Moen { rIlsulfin :fhvm titw qtr e ch)xupe njj' ght extend through €tae! grad d.ros,:s ng, the ` '" ro� shodilt %v fmtertded the frar,s!T1ams area dre grade r (5%- ,', lWdefi, i"k gdv&� , 4.'€`t: xsing Crp't i3 dfi`f..t t$C°$d i.''' k4:Ott ill ;p -*'1C $'' -: 1s$ti tvith,:(0?.?1 ,,•q a, d'Z, `7•;`:t r )rx kb'11,84,Da,4 slnE tdd be pnmd€" kw kee Fit tai ' �.d`. iBF faar"P39t'2� as ,(j the �'�#v'���d��rt a`�f.�7P� � c ��€� ,ir„ �`a' �8 dd �- e b ices. a .,�, °P at 4"half, er mi r't°fms4rexists ssIfitirt the atr°t1lit.tq t'tre<ty,iirar°rFes' opert-ohig, On tehs i ii- r ri side r>"Oh. normal a°iaouhi be PAINdeW svith cal raPttt zoic° warnhig desPkes as drat d(=s-ea°s qpt a° tAg, on 1h } tit, ; 'al,4a� OW? re(,tiirowa r`'7�mjmf, Via` (° iigiat &0lrgn,04 e;` Aep,(' ;shotrrd tazx-3ew ih,, iso t,` m Option: 11, A flat,'ge€`, or a, ttni64t'tned lass' ca#trtvoratcm f-4lift; cr :trt"ay be tt e(1, -at, tt e, L",rade v ross o -to aa`tttrttsttze paobabilaly that 'a`"fdudes:um stopped Nyithiu15'ficotpf ftra d cY'ossing 1001WIt 1. CONTRACTOR TO UTILIZE MAINTENANCE MEASURES SHOWN ABOVE TO ENSURE CONSTANT FLOW OF TRAFFIC IS MAINTAINED ALONG POLO GROUNDS ROAD AT ALL TIMES. 2. CONTRACTOR TO UTILIZE OFF PEAK OR NIGHT HOURS TO MINIMIZE TRAFFIC DELAYS DURING CONSTRUCTION ALONG POLO GROUNDS ROAD. q, Y'YA:S.d a� T fd3d$'T3�'da+� fi 33Y``aaE LD r C) }jy , z z w< p z J W z YW9R =0¢u -w a� FSE J¢g�� �s d"' ( 0UQHu)a �o W � N 0 z ¢ o , ;�, wW w �Q_t7 0 J m>cc QYnzwzz> ow F 0 J > W O O W LU o Q b = 0S J D � Z z 5 C W O W Q O O W J v' U) K CO cA Z U � Qo q� O O U kJ } F < a'o WZZQRZ>- r�-> Ct2 zJ Y Y W IL o W W U` O'a`0 J �o ' P z z O O W w - Q Q W O}}-< o W 0 W W LU= w �z m z z Za b C)2 REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: N/A CAD I.D.: SDO PROJECT: INITIAL SITE PLAN FOR 77 BROOKH LL SECTION I LOCA Tl ON OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, 'VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321IN l 9IA@Bohler'Eng.com SHEET TITLE: MAINTENANCE OF TRAFFIC I'LL SHEET NUMBER: —607 I - - - " - - - - / 1, 1, . , I I -,- _,- --- ,_ -1 It, _', "I _,_ I I 1, I \ 1, I , ` I I-, - ____,___ ___ ,� '--_ - _______ ------- 11 I , I , I/ ,I I/ e I / ,� \N\ I I N I I 1� - -1 �11 " I , I I , I " " ' \ '\ �,, " �, "�_ , I _�_ ,_ , -_ " -_ ,-, ,-I.,"-- _-_'_'l , 'I', �­ " - I I I", "I I I , I ? / �g " '.1 I -_ ", - __1 11 N, I I I I I "M - _` - , - , � � I " - __ __ I ,t, / - I I / I / // ,I_____, ,., IN I I 1, il I IN , , , " I , l'__, --- I " � , I I/ f I I / I 1 ,I / IN \, N\ A$ - - - , - - �'l , "-- �l �_ " , " -1 I IN "IN - ____--408-___ � i - I I 1, , _?R, \ "' "' 11, , ___ -,- 11 I � I / / If / / I ,,,, I , N I d "t" - - - - --t` 1, I N ___ I-- ___ , , - I � I / - - "I"fl, "I --- - , - I I N. I , - ___11 " I , , ,-,-,,,-- - I I - I , I � "'. ----,--,O I" I I I I 1, , I " I / , �'­ --,"R - ,_ , �,� __ 1_�" -­ ----,-.I-- __ , , I - - , \, lkl I, IN\ --- "" � "I / � , / / / li � * , ,g,d " __� "--' IN 11, \I - 'I-,' _1 ___ ", / I 1, I �', , " , , �� ------.----- I //"/ /�/ , If N,� " \ I", "I, "IN N--,----- lu-� __1 - , , , I I � J -J, --- ", ,­­ .06 , rr� / , 1, \ 1, I \, _-, I " I I If If 11 I \ % - ,,,,�Rl,,, - -1 1_­� ,___ __1 �,�_, _,l � "I, . I I � , ,� 4, _-, "I I - , , � , - I , I- , "' ,, , , ,-"/ I \ , , � - - I , I \ I _--`4e,�',;,,',' I � �l , I , - I -, I - , I I I , ) , '---- - �1�1 _______­-- - - - - I - _____ "-I , I , I I , ,,I If / , N\ I \ " I - ______ -,--.-.------. -, I " " / � // ? I I I � ," __�� - - I �_ I" I I 1, - - t I I I , N\ \I__'l_ N�,��t,,,"', - -1 -_ -_ -1-1 _,_� I , -11 I / ,--, , It I , ,,�t",, -,- -, -_ - , � I'll . "I _­ I , \ I I / I I I I , - - - I 1111"I - " I - I / /I � I N\ " N N �_-� �-��' ___ "I __ I -1 - - ", I I '__, .. ---' , I , 2 , / I I, I 1, __­­ II \ \ \ , �\ "I \ , `\11, -_ - -_ - , I I / , � / I f I \ , I \ 'I IS I - I I - I , - - / I "', I 11 __­­ - , I I I , , / - `, - - , 1, � I 11 I I` -_ " - --, 1. _____ --- , _-, I % \ N . I, " , I / I I ,\ I , 1. ::: , - I 11 - , - . I I '� -------- ­.____________ - , , / ` \ " � \ \ I " � , , "I "ll"If , I - I- �l I I IN - " I I 111111111"" 11 ,,z ,- N --"---..------- I , ,-I- - ,* - 1, " �, / / / \ - I/ I/ I If I I I � �_ 111110,11,11,1,� .it I " - � ___ � I I / \ � I ------- -------, __l � \ , T", I - , _r, \ - __ I __ - I I 1, 4' I � , : , I -1 �l � ll�� - " , I ,I / N � I 1� \, I �l I - 11 .. I :.. - - I I - ... I - 1. "I'll" _ I I, - I - , I I � - 11�1?111111, I - I " I I -1 I , - � 11 .,..,:; � - ; `?'�___ I I , ______ -_ _L<1- - - I - - I , f I I N \ I I I I I I/ ,_ I -- " 11411iii'l I - �' ____ . " "I" - _­ < , I , '6& - ", _1� at� � , I , "-----�-.------------"---,------------------ - ,_ - , I � � \ , ___,, ,� I ? I � � , ,_ ___1 'IV :]:i, -_ It' , -_ 'I'll I - I I ,­_.- ------, / I / I N I ", 11N% I -1 . '11�'!ll ',�'l I ------..,-- - 1, � I , mys 91 I , ,� � ,,�;','�gt,',, , - " - 1�, . , � ,, I / \ , "", ", ", I " - - - - 11 I I - I I , � I \ , I \ \ �, 11 ,_ ---I----_ / / I I , / /, ,,, , \ �l - K , - � , I / 11 I I I , "" ,, I , I \ 1% I I---,-,---- / , I "i - 1, � N \ '%\" ,\ ___ - -�$,R, - - N N _ -------------------- --- ,,� N - - , , . � / /,/� "/" ,\NI3'R!,`t,�,,,P`,, -.-- , " - _ __ - � I"', �/, � \, , , \ , - - I , ll'�l , , I __ � .\, - - -..-"- - - - --------------------- , I , I , I 'I- - ,-- N", I ---. __ ____ __ -,------ ", , I 11 " , , I _'11� I , � I \ "I I )I\ tlN \ - _ _ - , � I / � I I I /I " I/ /I ,� " I 11 I - -3, 1 "I , - � . , - I ,�t���,�,"P'r) " ____­_ --- ______.._____­___._ 1, I _,.__� , __________________ ", I / /I "I, / /I I // 1, \ I � \ �� 11 I", I I ------------------------------------------- I �11 /11 I, / / / '11" "I I III I "I,, I I\ %, \ _____ ___l -,- �`Vu-,,,,`%� a', I -1 .1 1'� I I 11 I \N " ___� - - �N',t, 'Z, I � - / I I , , " - "I � � I I I � - _^ \, I \I- - - �7 ��I, � - I , - , " "�imI�, , --------,-,----,----,.-.�--,-.-- " �_ I ___ ---- �l // I 1, � I � \ '% -, __ " I I / � I " \ I I I "- , I __ ,__ � __ � I - I , - N, I I, � - , -,, , _� _­­­ I I " - , I 11 , - ,��j � I I I, I -.--- v - ___ ­ -------- --.-,----- ____ _,P�90 , I N-----. _____­___. - 11 __ - -, I I I ` / " - 1, I � � k 11 11 � � \ , I I - / I / / I te I I � I N , - -, "'�M ��-,'h, "I I" �� - ,,�,mg, I , - � I I " __ _�' , - � ig I \ -"..- z __ " I - -1 -'t? 11 \ ________ I ,V ---?.� gs _-` ___ _�, -------- --- ___ /� , , " , 11 _� I, � , � , , -.-.- -_ I � . " I I IN - � " " 'I'N " I-scr I ,` I I / ll� � � I 1,, 11 11 I � I I I/ �', I \ I I \ � I " ,_ .-I 1 ___4 11 - - �l � , , - .11 , , , , , \ \ 14,) \ 1, 1'�, - , /", -,\\ I\ 1, I - -1 -1 1401 .1 11 , I , , , " ,�`,�� 9 \() ?, V) - -.--I--- -,- - - __._ N ? - __ I I I, I 'l___l , , I Itil I I I I _1 , I , I ,_1 , I I ", 0"" __ / / , , , I, ­__ -------- � ------- I / I _'l "'�'ltl, , 5 \0 -_ -.-.- -_ ______ - ------ - I I / / N , , \ ------------------ � ,,--, I , I "I - - �lj ________ ______.,___I I k '� , -__ ______,____ - :: �:! : � ,;,J�j 131� "I __ --- - -,- , I , I , , - " 1,�11` �S__ - I __ - -, I __­_ - - I , , � 6,,`I','E"',,,­, - , ____ ___ Ii I , --- � I 't ,,, ------ - , I - .1 V- F 13 � - ?, __ __\ , , � I % , --/ / \ I, � - .1� " ` , I'll. r - - ___ - __ I ,_ s It, - �_ �.� � �� ------ __ ____ ------- __ - - - ______ ____ � - ____`_l _� __ ,� V 2 I, -1 � " - \ - -- ____ " I I I I � - f i���:��:��:�:A , �l "" 1� \0 --%"\� - - - ,3�96 ------------------------- _1� I ,I I � I � / " - , I � � ) I ---,- ____ _/ I / / I I I I P ,_ � I I I I -_ - - - " I / - I \ � I I, - \ �l I ", ,'I -_ ___._________" ----,- -- 'I / I I 1, __1 --l- �,�l _', I I" ­ ­ - ___ ­ ____ - � I , / , I I � , I, t�_, IN % - -_ -_ -_ - - - -, - ­- � - , , , �'l �` _66��_ - - _ - ,� I \ N � , \ \ ____ - - - 11 I I I I I - I , __ __ ­ ­- I ,� I , % I \ - - , - - I ( I I - I I - - � _1� _ --- -_ ­-, -- ____ - .._______,____ I \ \ 1, 11, - ___ - , ______ -1 i 11 " I , I I " �_ �_ I - � � " , . I .- __ - ________,____ , .-,--.,--., 11 I I /, I '_ \ � I I \ I 1, I - --------------------------------.---- ____.___.,______ - - / ; e I I-,---- " , J9 6\4 /W Ill / ,I' ,___ , � I 1) 1, I� ___ -, I I � " I I I N -,- I ­ , " 11 " � , �, I I I --.-- _ __,, f I i I I , - ,_ -__l , - . -,494-----_ 310 ______ ,---------- " , , , , I I % , 't3, , I. � , I , 1, ____ - - _____._ ___ , --I- , I I , / e \ 1\ , I ,� " I- " _____ - , - - ­_ � -------- %./ 2 iv I ___u_ ��2 �31 6- - I �', -,", / "' ,,, uu�F I \ % '\, ,� I �rl I 1, "I--.------.--�---�--.--------.-----,--. --,------ ____ _________ - � __--- _______I I � " � I/ N 'Il I "I , - ��, , __ - ------,- - zP " -,\, I " \ \ I 11, 2 CCFP __,________._.,_________ -----, I I I 'CCFP � :�_ I-,' . 2 CCf � __ f / 2 CCFP " \ ____ _____ ____ I � -I- "I ` - ___- __ I I -I-, ', " " :;::�t ­5_�Y--\ , ,S_ � ,I -7 \, , 210 � N, I 11 -------- / --------- ­ ___ ___ __ - __ -----,--- I-- � __ 1-11 0- I I - ��__::� I i " ____ -�_ I �r: __ I , 2JV " \, !CCFP 310 )s 3 CCFP ------------ - �_ --'-- 1 iv ___­ - ___ I i ,0_0`1 -, �'l - � I _', .1 ­� , ----'-/-------- 2C ,,, . ��, I , \ , --�'6 3JV __ - CFP ------- __________ 1. -1. - - _ - - --- ___,_________ ___�__ _­____, It. � - _­__ tr7 -.----. __ I --- - _­__ - ,� __ ___ I _­ � ---------- I . __ -0--__ , - � - 910 - . "" ­ , �1� I � ­__ - 71 - ` 1"-­I�l Ifel, "t',Z�l __­� - I ------- __ __ , - - ,_,_�_�. - � _­ ft I-.----,--- (5 - - - - � I - - _-, - ftftuw - - - slasmim - - - - - __,j ?\.Q I --------- 1 2 PS- __ "I __ ? - ___ __ - -r _,__ - - ;; t . �p - "';l.�ffi"tt" , I 1,; � - ­_ - .--- __ - __ ­ ­ - iv - 109- - - , �_ .- _ -,.,- , ,� 4��,�:.�:�, I""'f", �� , ___ - , - __­ : ��P,@4�,, ­____ , ,iili� ____ ___ �tlllll � ":�� ,1,��,,, , :� 1 :1 P I ;-�l�� -� )J':t _� " ____.___________._________ __­__ �­ _ - \ �� ­ �_ 3" " �A� , - ,� :: � : ��A - - _ ­ - _ - - - _ 3 ,--,-, -111-11- ____­­,_ ,_____________ 11 - - I- - - .. -1 ,_ I --,,,, _,__ lllw -1 ­ I CCFP-- -,--..------ ___ ---l- ------ ____"3_-_,_,J ______,.____-­ ... . . ...... ­'. 7 �l , , I � I ,___1 I _'l ,_�_l __ _,_�� , �J- _­7 ,;r ___ � 7---/'__ -7 I i ; i - - - ____ 1-11, �l I N , -, _"_ 1 7 - ; __ �: - 2 CCFP_ - ",_ , ,I, , t7 :; E ��, �-_ __­­ : --',,i ___ --- _'l --- � - ,-���,,..�,,-�---,-"."r,",.-,,.-,,,,�', , , _�_ �_,_�__: - ___ - ----" ---' - _ ---- , , - I - __,,:��_ _�­ _ " .i,,�,,�,,�-,�,���,��"�.�,.,,.z.��,,�-�-.,� , ­ � ` - - - - � ��_, i�� � __.;r_ ,.*%:� -, , , "-- , , " '�tt�--­,-"t, t­;",""',�', _--,'�.' ---,"�,,.'�--..,-,--"�"',,-,"',�,'�-"",�--�-,��,, `_�"­.,':­�,,', �­, 1'��,z­ __. I - .- - .- , \ N. "" " - -�� - ........ �,'�"` - -, 5- -,'t;,."";z4�', , � _,�_',' -'- --,," , ­',�j.��-,-� - - - ­ ,-'', - - - -�-�,� -,�� _��," ., � �� ,t;tt.' ��,,,,.�,�:t�-_- _t",,, -,t:)"',-, " _�,,,,,: - , ,,, �.I,� %, '' __� ­`��",�.-- - --- " -,,,-,, - - "'," ., -, ` . �,, � . _, -, , , , ` ­­,� .:­ , " , ". ,,;,- ..... ... _.___ . 3 X __', - " �� :,�� - . . N, , I: , - - , - ­ - - ,�� - __ __ ____ - __ - -1� ��­� ,��,.,,,�� .'.%:`,! � � ­��, tt :�,,',' ,, � , -1 - , �,�, � � ,,� �,� ","% - t� � , - � - ,­','�,,-,� - .",���,'��,��,,��i.��,�,�,,,,,,�,,,L7"-,-,� "ttz",2�� -.i,�-.�-,-�.�-,�-""","*�,,��,���:�-3��"",-�"",.,,.�,,-,,r,4-"�, ­'_�- " ,�, I-------,- __ I—- ___"I - , __ - - -, __­- - ", __1 ";1-11 ­ . ­,� 'N . ", , I ­� a7, - __ " . _-, , ", ,�� �",.--�--,�"",�.""",-�"-"���;,��,�""":�";,-'.,��:,,,,,�',-:,:�""�.":���,;,����e'.� .. .. .. �________ I 11 - - I " I _,�_ - "­,� - 0 I �, �K ,",4�­- ,_-,;.,,�i,�'- ,_-�- �,-, , - - - - , ­�� �­._ __§�' - Z, , __ �& �,; . �_ - , , o-, mm", " � � � ., - , ,�, ­- ',,;i�,,��,,�,' ,� �� - , R " �, ���",-���,��,*,,,�,,',�--�,,�'�,- .-, - _���, �5�� \�,J, 1� -"Q � - 0 _' , � - , _�, -� �'. i�J�,';��:�,�,,�;;,', , � - 1___r��_; - - -.04 1\ - 'I-, I-` -1 .: - ,.,Ij,� I , ;_ � �.�A - - p� v .�.�,�:�­. - � 11 ----- - -,-" , ­_ �','��,�,-��,�-��' ',,',,`,_��`,t�� 4,�W,±,.,:,�,' ',,',,��z ,� ­� -11 " ,� ��",/ y , - ____ � -'A,. - , :� _Z� . -­,,-.,,�,T,,- �_-,,.,�, , __ ' \ _'l - , > ".­",.." / I 11- _� � ��,,,,,�,­�,­,�,t .---- --.----\ 11 __',-, � , � �_ yt� "� __ � , � i: I __ __ - ---.--,-����7------_-�---�----,--_� -�'��' D; �-�" 4, _�,� - , , _ ,�___7=____________. .- __ - - - I , ,j� ,- ', , __ __ , , ,,`,�.`,�, ,,, ,, - 2 PLO -,--- \ - , ,, ,; - . . , P- - - , � �;' � " - - , �_ , 4,p�_ - "':,'-�,"­z;�,"g'. � - t ,t`l";,,,,;,, I- __ - �__'_­_1_11 --- " - -_� �: t­-.�, `�J­_l________ . - - �.,i,r,-.""�,�,��,�,"�--�.,�--,��,,,, ,� __ I 1, -1 ____00w_ _ I , - I- , � � , - _. I I _,!'�, .", ,ftll - - I - - --- i \ _'l ­', --- , , " � - - - - , ,,, ___,� � � - � �� ,�,`,�4 ,,, - _ ,,, � `::l::�__ F � - __ ___l ,�� , t - """' � � __��_ __ :�:� , , M,f __ . , - , - - , _.__.______._____, �_ � ,11� __ __ _ II, - _ , , - - "" - I 1- . ___ --------------- ___ __ - , - �� �, -_,".y-, ­-,,:,­­;, - "I"', �1� �� - , - - , _­__ _ - __ �� " , - __ __ - - - :�:�', __ �,.'_ :� __ �_,__ - _ '. �___ - - - _��,, _�, N � _ ,!:. .2 , � - - _�_ F/ , - _ � -,--",- --- ___tl �� ___�__ ___ I , � , - - '11­1�, ­111'1�11 _Z� - I . - - - - - - _­ I -,, "", ,- , t - _. - I - 00 � _ > 11 - , ­ - I =Z7� -_ -_ I t - - -, - - - - - , . - - , . I ,-- I I I . . . . . . . "I'll _ --- ��,­, " I.. I 1-. �,� 1, �, , ­ , , - . __ 2 GCFPft - , I - I `1 ,'� ^ "". -,�_` ,'t�t�,',',,,,�,�-,,,�� __-_111, __ - � ;" ;,"�,1:5" `.,�;,,�'�� �� �t­jtf,'�,",: - - --777 , --�_ -_ - ,�_� 11.1. , :: -I--- ,,,�sl�, 1, I __ : .­,�,, I- ,�� - - - ..... I,- � � . "" , - - , �l 'bt�� , __7 1 : N�, --- ------- "I __ ___ f . , --- - - ­­­ " _�'�t!,"l , '00, ­- __ - .:: , % -- --- - ___ - " ­.�, t4, - �,�, �.� 1, , , , _ - -7 ,.,,, ­­-, ­_ ,- "I-, ,-It �lfl�,11'_ .,�l - ., : :� I I, _ _:��_ -�� ��l - / I , _." I I - - I - ., - � " I'll ...... ,,, 28+00 "I I -,: _ 1 ,��,-:­,��-q,� �, - � r, , g��j __­_ __ - - -- -1 ,� �, , , . I I - - , � , -, _ , ,11 I -1 - _­ go ,� -� - , '-,,Xr,��,',,§, ____ ,. _ . .... ��k '1� "., -_ . , __ - __ -7"," - - - � -k - ­��-,,---, --- I � I ,X� --------- �. __ . ., ___-, ,p ­ - Iftftf*rft_______________________ - - - - " 11 � , __ 0�� --- : :��]:�;:]:­]:�i­ -.-....--- - - ��; - Z - , ____ � ___T__ ______ " - , - - a, - �`ll ­_ t :":, 121,1211 00 I ,.,___­.­ -,---,------. -...- -.l._____ _,���___ I, " I --- - ,l i�. ­­�,,�,� _�_111,z::�,14 � ,�- , - ----__ .- W __ __ ____ - - - - -1 - - __ --.-- I - :�::_ - - - -,: - - �lyy, PRO ,t,,Ulf� - - - , 7-- � �,_ �'tt. .-, ,;; p - - I �, ,,�, I -1� , � � ,,, t, " - _ V f-11-111111 tr7­­ L�i,2�1'11,,_,,_ t,�, - ,�`. I— - , __ " , ­ �� - ­-, ­ -1 --_�-Z�Z�t,,�t­ I -,��­ -,­ -- _____ ---,----- - ­­,� � , - �', ­­;�,.:.;"3­;:.; � I ­ , - ; r - _... - .. _­`�­_�­�_-___ 29+00 - - ___ - I - - �:�:, 's? __ -,,- . 1 ,��,5�,� -11 - - it� , - __ , -40000K - _,--,�t's�','�,, ,",_'v'-" ­l_ �. ____­ _�,,�,.,,�,� I , " � 4 ��V_ , "'-,---,,"�,,�,-�-."-,--.""� __ MM §� R"I �: :. ... - ��_ _1 - � � � - ___ __ -ftmem- ____ , ��_ -, ", __ __ - __ - - - - �� I,RI�,I�� --­ " _- ------------ .,_-.,� ",?, ��,� �,'�,r,-.�,.� I-, � \� )_/ 11 RMT$, _�_ �� - -,- __ - -, - _ __ _- --- __ , - . � , _­ --l-, R ­______________..__: . :� __ _�_ __._________.______.._____,_ �NN&mW­­------3IO - - --- - - -, --- � " % _:�� . " ­ "' - __ ��Yl�,�,�""'�� - ___ 1. - ,;. -­,�� n;.`. -, lu. _�_ ,� " -1 -- .- ., ,,, - ,-�!I�;,�,',�,',��Z' �`�.`.,7,1�:��_ 11 - I _� --- __ __ - __� __ ,�5:�"",�,.',I�m _ ------- - " ­__ I'll, 11 -,-- w,,j�,�lr - :-- I , t'��,' �,t� __.____ - :� - �,_ - -------- I "'OU'l-3PLO ----- __._______ , ------- ­ " , , �� __5� I - 1- 411,�,��- ,,�.,,:, , , ��,' t, �I'6_____,��i�_____= �__� --- �_=_­__­_,�=__ _­---7�zz�� - , 3�� 4 ,,;�, � ,,,,, �,,i - , �___ - - lt�� - � , - , �;' "j, , I - - --,-- _ -,l: � -, �, , �In ________._.__ _� ;:`�`�I,-i� 's� �,�_ - ��_ _. , - , i - , - " , , ��.�,,,�,-,..-�,'t'�;�'�'-.����',�',��'�, - " " , ­_�� ­­­ ­­ !':,�,,� __ __ I ­_ --- -------------,---------------------------� - zz�__ - e �­ �1.1 , a_ ­ --- - -,�,,,,,,,,,,,',"',,,,����,',,',',',,,',,,',',,,, "` -.- _. ­=__ __ __ _ '­�_ _______7! --�- -�"".,.�;-Z,E,���----,-',,�,��',��-','�'�.�.',,-:-.,,,���,,��,,'.�,,, -, - ..... . ",: � " ­�_ .---- .. _______ _ _1�7 - ",�,,�' -,----- ___ - t,:t� z tp ---.-- __ - .... _ ------.-- � , - �,, , C11 I ­__.� ... � � - - ____ " " _­______ - ,�­: ",��,',,`,, � --.----- -.- ,,�, '' ­ , .- 11 �_��­ _i �'; , . - .I4, __ - !!� , , _­ . " _-_ , , ""',",��,,, - ., . ; ], _ - --s- - "t,�­. , , I , -----. �?15_------.-____ _____ ­ ,�­_J?v � �_, - --:::_ __ - -1 " , -.----- -..-----=- - - ____ I i 1. 11 ­­ - . � . - _____,�__­__,_. _________ ______ - -------. I " - � - , ­­;" - - -_ ,----- ----- _�� : I I- 1- --,-',".',',�':�4, -, __ -- --- - - -11 - - - , � ,,; ',�,:' n�. .� , � - I __ __ - ­ __ ­ - 1�­­,, �;­­ _;��­ �_ ------------------- � -1, ,� -1 _­ - " _­_ � �_ � - �______ -I! - - -, ---Zi - - .. , (3 " - .;, - __ __� c_ " s ­-, � ­­. _,_ -__ I'll, :jiiilfi�__7______ - _ _ -%­,,-­-,-;-", '�'�', .1 11, ., , - , I ____" � - 1_:fl`�:_ - __ -­ ­ 1_�_ I � 7___� ,��,__�' - - .- r �, .".." � 41" 11 I 1-1-. - , I - ­­,"_ _.11.11l �fll , , , le'�� 1111_-- -­__ r -­ - --- 1. 11- I __ - ­ , _,-, , __ I- - ­ - et"-,"". i ­�--:i:L .'� . ..... _ -- -_ � "i" - !�­ 0�'j -- _�la_ - - - - ,�� , r�l - , ­_ � - I I , - r � t,:�_,"_,.!�,.�, -,-A 3 -_-_--;�t:�,:__� ­__ . - � - 7� � _- ­ =��,S_ 7- , _- . � . - , "i __ - __ ­.____ - - 9-m-amm- - - - ,�, ___ . ,, ��ltl � --- - � ­�� , '. __ 'I-- -4 � - - ,�� - ,'' - �i ", ____ - -1-1 -11111. ------ _ -----�l,-��;"I":"���1-11.1�,�1.1.111".�,�,.�,�., , ,t� , - --� --- ,_ - __ - - -- ---- _�'?,­­­".- ­,IP->,Z�, - :Oppow, , , I - - - , ,,--- - ` __ �l ­� --�I�!_��-�, ­,*��.,.:,�-�,,�,�ll .,�',�',':��-�.,-.�,-",-",:,�.,��,",,�,,�',',��..;�'�',','.�,,';�,,,����,"'��-,--, ­- - - - -,� -:��""f�",��,t-'.,:'.�,�.'.�:�-.�, ,,-,,-/,,�I�--,S�� - ..- I __ - , ---- ,T, �.z:��:�!� , - , _. .... - __ __ " I _- : ------- - -Z , ,, ;�� jt7:�� t,_ , , " 11 .., . � . - , I . , , : ; - - --­�- 1 %8,t,'��-�, " :L��, � __ - , '. �7, r - - - " _� , 2�� `z - ,5,�� � -1- ------- __� - - - , ��� -------- 4--_ �___ - - �__ �_ - __ ___._ - \ I I� � ____ --- � - - � ,�� -;�,�,�,',�,�.' '7 - _� - _5� ��­ -----' , A - �:�� __ --------------- I __��_ i�__ , , , , _�,`? , - � -�,,��,t�,,.'-,-,��.,__ ,-,,� �_ _�5� �l -11-1 - � , � , .�,�,',, - - --'Z� �.-­"'�,� '> __ - .- _____ � '(1161-1111- � - ­__ --- I _ -, � �____ � - ,�, "'. __ - , _ -.-,. __ "I'll" - ___________--­_____. - _____ , �-_,, ­___ , __�� 11 " -_ - - f -- I - - _-.1, 1`.��"' - " \ I "I - , , , ,I,;� " -__� _/ - - i " � - - _.117ili_,�� 1'�_ - - - - ___.____ _. ,�;._ �",.11­ . -, I., _�2 _ .y . .... ,�_ _�,­ -"7'- - - _,,,� _- -,-- , __ .-.---- ��-__ - _ - _ ._.�i - -, - -�- ,.-.- - , . v,, , - � � _ -­��,, ,,r,t:;- " - -+-­-,368-:_� " __ - '_ ----- - -_-:�-_ , - - - _- _, - - - - - - 'el _ �*­nQ,�, , -, - _ - t , 0 � �____ __ - - �__ - - -,.--- - - "Niiii '�_ lz � � � � - �, ­­-- _____.___ _____ ­___ _.___._,___._ wa ____ 7 ­'��E, - __ - " � ..------ ... I � , . -, _�. , ,.., Ir -".,-. " � .... _ - ""''.11-1. - --- \ "V, - ­.- I __ ___�_� I ,_-L , _ , �, , , - ­­ .�?:t,�,?,.���T�.,-,�?,�����c,-,..�,i�.�,,-.����,T:��,�,���;, , -, ,,, _ ,.�!;�. ,�%:� � -tt� --- - 11 `c _��,:_ , " �, r ". _­-�. - . I - - . I'll ,,I ­: m. ; -,------------- - __ -----. - __,� - ___ - I _-�­��;' ­`,,,��­--,,,,,��, , `i�,',`,] -,,,' _: ,�`­ ,. - " ;t� 11 . " .�. , , 1'1�1 -'r ­��:! , , --- ,;­�,�-`;,t% ;_ ." -.I-"- - - - __��.� ,- - \� "?,�',�ll'I'l","14"1�'I'll", . .." -­�­--c'- -I'!,, __ -�i7z--�-_ -- - - I - �`_-L,�-_ -�,,"�t�,'�"",.�,�-c,�""-,.- -�,`�,��, .--""",""�,,",,,---,,,,�,r � , ...�, _7 - --- __­., � - t, " "" , '­ "' "; " � ;t�,'F,�I: , �,� - " - . - �. . . . - �_::_� w1k __ , - , -, ­ __,­_ ;., ,-,.. __t _:,�_-- -- -I,-,- - -_ I - " ,_ � , ',, Z�Z� It I 1, - , , " � ; _�,�, , I --- !�]�� -- ___ - , �, �f ­ 1,11-t-11". - - - .�.- ".4 -';,t� "If " - , ­,%_��­,�,­;l _ 1 � ... � �� - - ­ ____ ftft - -- ____,� "I I ,� I- ` ­__ - ". ­�Y,�,�,','tt I- _____ ______ - _ - ---------- I ___ ____ I " -1 �, � . '­_­ , '' k , , ___ ___ -11 - - - , � ,,-! ", - , , ll�Ll­ ��;­,,­­­..­_ , _,�ll`%A_.,,.-.,, , - ­­'_­ - _," __ ___ "Il., � ',�, , , - " - ­ - - - , 'T � - -1 __ - , -1-1'.. _;il' ­ , - - - ___- I ; - . -_ . ­��_ �_Z�__ " _'. - " ", - ? - , . __� �� , PROP. - --- ,,-_ -- ---._-_--:�,- - - - - - , \� .: I -- - �­ � ,-, - A_� --_, I ­_ _ - -, ­," - ----__ �ZL:t`­_ - ­­, I __�--.-,;,.e.,��_ ,'_�,A,��_��� ."_�'.'� ,I/ , ­?�� __ - - � .. 1-11 -` -- Y--------- -- -- I - 7 -ft, 0___ --- . ­­ 9 I ."ll " -` , ­­ ;;�� - - - - - - I ,� -, PROP. TREE LINE - -,--.-,---_ -- __ _ - �� - - ­_ _� � - - - - - It ''.., 1. ,:, �M,QRI, - ­ ­ __. I_- __­ - �___l - I'll __ ___�� , I SAWQUT--�: - : .... 11 .11 - ---",-----------------,------------ I ----------- - -1 , - - ,_ -: I ,�,� _---olo�_­__,_:,��___ �_ -_ -, _ -t -_. " -, i� 7: ., �: ;-`�f"�,��46� - ___ -I------ .-: ,----- I ! - __ - ---' 44L��' , .,��,-�.��.,.'�.,-"�,�.�e,*;,�, "" , ­­__._-______ --------.--- -A- I - - ­__ .-I--- ________., -1 _�-� , _ I'll - - - -Iiii; - --- - ----- - ______ - 11 11 ­��_ - " �4'�,� ____ -_ -1 - �_ �_-- - : . '%` - ____ .---,--- -- - I,-----.-- - I , ". - - 1 ____ 7��­ � " I - -- ��,�Oe­ _-�, ___­____ - , - - ---:---- r',�e, I . - ,: _00,',4,5,� __ ------------------- � - - __ 0 ___-,,�L� , ___ _ 1. - -, ­ --- - - - : , 5p ,-' I,` I— ---- j66------ ____ '. I-----.- � - - ---. � - PROP. CG -6 ", -------.- ­- - �`, , I - � -­ __ ---I_- - - ,,-- ___ ___ ___ ________ __ �­ , , _- I- ­� -�Z� -------- 1- --, _�._ , - -),v-<- - - - ----- p____ - __ � - _- __ __ - - r, �,�, ___ _. : : -_._____l_ - - ____ � _­­____ I,,,;l'_I� 11 __ ___ � vp�,�-_­--,, __-, __ _-, ,__ �,� __ ___ :_­': _OH::�K�I " - - - , - I __ - ' - . ... _Zzzz i, I I 7 - _��_­�� , ­�p 33t�o _�_� - - _-_ - "� - --' _­>_ ,,� I, - - - __)�x ! , p , - ___ ____ ____ ___ .-_---­­­ - - I __ ____ _3�_ --- ,:� __ �-'WOO __ � - , - -0, - __ - -.-.- -, ___',Z�� I", 0- / � , I �§, __ ___ ____ I- __ - :�' � ��,�, _.- - _ , - -�@�­, - I, , - , -, ---, ___� I ---.- r � i --- __-1 - \5<,� __:��;7�­ - - \ _t \ � " -01, " , , ; ---- ---- I -_ , - - - ---- ___ __,' --' - _ , -, - -_ ­ --'- ;� � _­ _ --__-_�Z=�� - ,�, - I , � - -- , _� I i � : � .ffi I _ ---. _____ -I--- 964 ------ I ----------- I -------- - ��l �_ ___ ��_ _� - - _ ��llglll ___ ______ ------- __ _ - 111", / � - " ,��_ I - "S r / , I - - - , I 1- � - --, : � : 1�: ; �:,_ ----I- I- , , - ---- _­___ - - I I --I- -": - --- ,__1 - -, Ow- ---I � _0� ____ I j ,/ , - ___ - - - - PROP. SAWCUT - - - 32+00 l, __ ___�� ____ _� __ --" -L,---_ � I , , - __ I __ ,"_ - - - - � --l. - I - I- - ___ - ;: � ______ , ___________l___.__­� _____ _��_=­ - -�, --,- w -A- 1, : I - "I, __ - - _,� _'_ OF PA VEMENT , , � -_ 11 -11--_._ �� - ­� - - - - `r", , �\ �a ___ --------- ,_ EX. EXE ____ I - - , - : __ , __ -- " ,,, I__ ­_ -mi - ­_ - _lw I I " " - __ -, "' - _/,,---_____­ -,-- .., IN- .- 1. _____ ----.---,--- IN. 1_", _-, - - 11 I- I- I � - � I __� 1:�:� - - -&� ­- , , -_ 11 -_ ___/ - I , - �_ - , , _ ­--* IV - �4 '­`,-`�` I ---------- - - - 1/6' , , ____ �----,-�---.--�-.-96"1---------�.--------, , - I, 'tm_ _-_-, , , 37 1 1.413fT, - I __ -, - '_ - __ - I, , I , 1", , .. -- ------ - - - " I , __ __ !740,140--1 -, I ­_ - - I , J I � ,�� - - ------. " � w; -�,, -- _::�­ _�_1!lk%k-ll&_ - / ,- - - y 'i,i__ I - ------------- 1___ 1, __---- - - .�, -- " --__ -- --- I ___ A' - - ------,--- -------,--,, I - _. _ _________�:�� ,�- 7_7" -- - -1 . -f 30 " , \ __ A -l"", - ,­' �l -,-- ___ -1 ,� 0_ ___� I - _ - . - _­ ­­ - - - -,__ - - __� - \ , - I �" �, ____ `� i� , � - '_ ___�_ 7 , - -_/11", ________lI --:::- ­_ 1, `_ - - - - ,_ - - . " I-- ,_ , - ' -'- ,�'- -, :____e!��� .41101p5m �'L'- - ___ - , - I " ,V - - - I 'r ,,, � I - __� Z�_ - --- , _�� ,--- , - '11-1 I , '_______ ___ ____ - - I __ 'PRbP 12 LF � '7 i , , - ------,,- 1, - " -- --- - - 36;9-- -- _ - --, CIL �. I" . _::� I __-_1 - - ­5,� �,fl� I __­ , I , _� _I, - ,f,! - IN �. , ____ t , , - _ ASS Al - ___ I ­ 6.1.q-_- I - - , ", � . �, I " - -_ ___ ­__ --- ­_ --' I I - , , ­_.- ____..__._,_________.__.__ I" __­ - ____ -;- - -_ - - -- - - ­ - - , , - - , f; " s"', � I ,_ " / I ---_.,, �l I I I—, - - , , I - ----- - � __ _;,�_____ ---------- I - - - _­­7� ..... .. - _-w -, - ---- V-' - , ,; , ­�� , , - - f/ - '�""',�,,R,t0,,� ___ I 1, N, -__ ____ " IN, \ I, - . _,� - - .1 , I __ t , '1� -------- __ _------�_-_-_�-­­ ,ms rt ---- I __ , � 'i � ,-,--,. I, ____ -.-- RIP PAP ''I .1 , I ",, \, I" -.---,-. ___ __ _, � opm - 1, ,e �z , - __ --- --- ,_ ,. � -- , - , - - -1 I - - !, I - - , -1 I , I - ,� , ,, ,, -- I 1, I\ I 1� -, --- I I _­ 37 --- - I ­__ __ -- _­ , I /I ,� _� I/ - -1- " I " "­�� " � / , I I , -8 1 , , mi� - - _,__,___:��� _ - -- --- ,7,66 _­ , 1, I -_ - I .11 I I ' J3 -------., -----.-.- I -i avows 2V � - - 0�', I'll"," IJ�1�11` I - - ___ - o " - --- � I � , � - �' -_ 'a -,---, --- - , f / I I � I � -, _wmwftw_________l I , - -_ - I " � - / -1 R, '� .---", __ __ , \ I , �� - ,_ I I , - -_ - - " I � If - - , - __ __­ ---------- 374 ------------ _____ _____ - - - ROP.. .- , - villlllllel,�11' , - ___ - - _w " � , -, - - - �� �,��"!, i. "t � �:� 110", � / �­, , - ,I -1 I __ ------- --")Ij-.-- _--aiiin 17�� -,-,----- _____ ___ -1 ", I // . _ _t 1 `��'�*f�,'!t / 1, __ ___ I� 1\ --- '. 1�,_ ", __0H - :_ - -, -1 , -1 CLASS Al __- - - I - - 13 d ,: ::,,�:�,`i , I / ,_ ____ " I\ - I I - - t ;; ,t ;� � - __ I , \ , Ohl ------ I I - " � " - - -- " , I 9� __ll ,__� -- - - - - - __�_ �l "-. 11 - �1� ,l,' 21 / N 11 - I : 1� , "' I. -.- , / , __­_ ----,--,- ________ __ __ I I I - - I " ` - ---, -,, ---- - - __ - � __ - __ ___ , �, / _-_ � _-: - - - - - - - - - , , - "I I I ... --------------------- ___ ------ - I -, 7 - . lliill;,�,v . , - I , -------- J��,_ __ I ": "', IN_ ------.,-- -. ..',N _. - RIP RAP " � I 0 'r �1� 1'11`11111�`��, , " , 1, I __ __ __ - �, I � op - LIMITS OF - - -- - - , "', - ,,�_,, ___ - ,_ I/ I I 1 _4 , 1, ", �r '_" - ___ --,--, ,I 1, " N�_ - - - - - - ___ - - ___(;H______, _� - ____ - - - - �, �_ $ �,��4',,��,,4 ? - - 'f, , , .1 I - - - ,,, _____ , I, � , -1 - - - - _� - , 'I - ­�\�- , , - , , -­ �. nm', , / __________.______l ------- I- - - _ - - ­__­ __... __ _-OH ____ - DISTURBANCE - __ / , , - - - , --- - I ; I'mm, � ___ _" ___ �- -, - � - � ------------ ___ - - -- ,_ -- -1 " , . - - I I .1 . ,". , - - _-6, ------ - - - - _', _�, ,-.,.--" ? 1� lz _1 - 4 j __ 1 - '_-.A.. � ___ _­, - - - __ , _ __ , - - - - I - 1, ',��_` __ � I I 1, ," 1.0, w I I __ __ , -----,-- - ,,, ,- - . -, "I - I ��_ _______--_.l__ ______ - � _�--_-___--- - - - __ -,,,- "­ ,- -­ _____ I I - I I I I . , -�_ll " �' 0", ------- ­­_ - .�-_�,,� �l - -t -`��, - 1, .-I-1- --- --- -- -- -- - �� ---"-- --- ____ - -`_ � ,,, ", - - _., ------- e I _____ - - -, I I � - - I., ,---- ,4 � -------- " --- - , , , I ,mvw- _', -1- I � __ , 1��,_---- v,,4 �Z- �: -_ ,'" ----- - ___ � - I , g��,_� �,`, "-----. . I -­ --- ; - --- __ ---- _­ '! - ____ I 1, ___ - I , - ,� , --- / , - I -, --� --- --- -- __ I--- _.- _-, I , I "I I ,,,A. ­ 1, 1, N. --- ____ __ --- - ___� -I-- __ ______ j ____ __ __ ­_: __ - ----,I -I- - I , 1�',�,R -----_ IN I - __ t�___.�w--, " - , , __ _____ - - -­�-? i`4 �_ ,_ --------' ---,--.--, ---. __ " 11 . &I 1, - -"-- ��_ ` -1 -1 I , --- __ , - , 11 , " __ �), I -,- __ �_ __ I - / /1-1, .� M."R li:.��__A­­�_A - -, ". - ____ - -- --- --- - ------�*_ -- - - --- / J, / ""'I'l., I I .- - -- ____ __/l ---'I- -- _­_ ____ _­ - - - 11 , I - I 1, - __ 0H __ _­_ ,P , I , , , I " 11, I - -- __ ---"-.--- :: ,,:� � -_ ;1:zt��l --- -_ -- __ I -"I , I -,--,, - - �,h, ,�,a;�4��."_' I , , - I __ __ __------__--- -,-- --t- "-,---- -.--' " - I - - -, , , - I � I " I"I""N' 1, �l I -01, �, -,--OH-- I , ,I " , _11. , ----- _ ---------- - _____.__.____.__--- -_ - - - __ - - - --,----I----- - � � -_ _-, / / I ,t ,�, _� . fl- -I / I - - � /// I ;��, , ", I 1'�,, I - - --- - - -_ -.- - __ _-, - --- - - " ____ - - // 't"'Re"k" I ___/ , ________ ���77____________ ----.-------, - - I - I�I I - - - � I " ,1I ----- v�.11�--am"­<­- __ - - - - - - ,___ ___ - - - ____ - - ____ ." , �,�;Re'§� � __ (11H I - _a I � 11, ___ --- - I / I I ',_� I-- ____ - ___ -.-.-.- - - -__ - ____ __ ,, ,-----.-- ____ - �' I I �p� , -,,, j, ,� - � - -_ - - � � ___ - ___� - - -_ I __ ­_ I I , , , , 11 - -- --- _-, , - - - __ "" " - , - - 11 - ,�,,II - I 1, - I N �1, , - , -- --- _�_ -I- _'t .-- _�',_ --- I �01� I m, ,_ - - __ -----, __-1 "I., __ _� 9� I " - /I '6, .1 �_ , " - I - ,-_ �___ ---- �r�l'l _------­-­- AD _�,___� "I - I - - I I 1',k,f,�g I ---" -, - I ill: I -_ - --------- - -,-------, ­_ --- , - - _��__ - I " -- � - ;o-ery `_�__ , __ ­_ ___­___ ------- - _____ _-, I -, / -_ -_ ,, `­�,, I/ __,G�� _­=__:_QL__= " - :, , __ 7, _­ - I - --- --- ,a""n� _-l0H'_______­0lq -----. _____ STATE ROUTE 643 POLO GROUNDS RO -, I / ,�,,, ____ / , I " ___---- -1 -_ _________.__ -- I - I I "I -,�/" � ,, ,-ON "____ - : ___ - " __ - _____.­___, I 1�1 I , - -­ - - -, " "?,10i __\ 1�1 0-1-- � I - -_ PROP. DESIGN SPEED 35 MPH ------------ - " ? I ,,,,q____-- " :::::: -- -_ -_ -.,.- -_ I __ �� - - ----, - --- -1 �� I /I t ""r ___ - " _\, ,-::��!,!,,�:;;�i!�:,;:,:;i;;;"I , ____ - __ ___ �l ---- I ___ _____ - , ,,,, A - ­-, - __., "" --, , �`­ - --- ___ - ;;; A 1 - I ,R�,�fffl, � r3K ------------- - - - - ,/ - ____ - " / I 'M ", - - ­ :::: .... I , - - __ -, - - - __ __ - __ / Z, � - --'-'--- "__l J_ � 1_1� 11" __ ___ , - ,_ _.- ---,----- � , I I ­1� " __ ; _I ----- I , It , ---" - __ �� �,�l - - `,,,,,,'�'�',,','� , __ , , " 'I'l" 1� __ ___ ___ -.-,--, , - ,-------- _11 ___._ �/ - , I " , �', , __ __ ___ ___ __ --------. � , - - ,�l , ,�,,�ffi,NZ� , 11 '_ __ " _-, - - _. - - " - -_ I- - , I ,,,,,,,, , I __ .- ____ - ___J, -- ___.- -_ I --' , �_­, " -_ 1-1 ___­ ­­ ,___ -_ '.1 ,I 8", - - -,a - -- I ohf��,,,,`,,,,� , 11 - __ ---., __._� .------ " - `_ lk � - - - - - , " � - , I, /I 1* I,,��,�',,,,,$ , ­_ I ____ -, -�_ - .---- -- ______,­, ___'. I " �'l -_ -1 - _____, I , 'gl'��,��t I 1, __ ____ ___ __ -­ _­ ___ " Il I ___� , I ­__ - I / � /-,-,---- _ _­_____ __________ ____ --- ----_- .---- --' -------, ____l " _', " , I', ----- I / / ,��,,,�,,,,,�$ I IN __'------, - __ ___ - __ ___ __.- ____1 I 11 __-__, _____ 1, ,� /I + - - - I , / I,I�,,,I I _ ------- _____________________j41 _____ --- ll-, --- __ __ I -- ___t- ,-, Iv -- -.----------,-----.,-f I / � llv_"v,v.,e4�-v­e,e'l­ /I 1, I " --,-- _____ ___ _____ - __-, , ". - - --,.-------.----.--�----------"-------I I "I ------ _____.____ --- ---- .--,- " , " _.- -_ - __ - - -,-- , ­___ , ____ ,___- ___ __ I � I ___ - --- - - �__ - _,_____ -, -_ / - , _", -_ - : I 1, - I ___ - - - -1 W ri, ---*, g �4 � -0 ��) u 2� � � - t� u �� ,__ o Of -_� _- �-4 41 Q < 0 E � �� U) z 0- �: 2 ��_ � - z �_, C,) LLF <0 -0, �- - �) C) - r.t,� -, -, L� p � " �, " I � 2 �-� -:� - -< % .� w �� wt!t :� � S ­` �` �-_ , " � �? P" % �<, M.: <- � ow Q< �_: �� 1_1� �� �� 2 n P-� * 4 * * * * � -� �y, uJ �n �� -_ W w �� - _- W 4 ,,� 0 - Z,-, g � p �: -_ u ,==4 �, uj 0 � R �� 0 z < �_ _� w F=� < -< - 5 ��:!� a 2 U K_ �4, � - 5 , - . >_ p < a a-' ou f'= 3 e �_� �- u ,u Lu - P ii� ,-_ --A �� m - 2 5; 8� El � , - El U C4 < to t uj z z 5; �,� �� < x - EQ 11, - - wu oww-' �N =j 2E :z: x CIL, �_ 5-i z ll_� 6 a �_L (� I s E� - - - 5 d �t 4 L5 6 W' - 0 0 yj :z i2 �� - - Qj - M (0 Z 0 �� - 5� �-_ �� 4, ,� 4, I� If * * � �� , ,?� k -j ;_� _� �E _�, ,--, 9 EB �_) �4 6 " P� D- -y- - - UP, I I M - 0 0 < � ,�i W - >- - LL � -_ I- > E-1 , �� Lu - -t:� �; ?_l U) �_3 ��' :E `� >w H� E � C,� 2 -a - � t "o t -16 p 2 �_4 �_q ,<wu>'>'��E t� -_ �, ,� 0) 3: ul-, �: 3: 3: .�� --- LU w ,-4 a- Lu 0 w w w I -, - �� ;q Z) z ca z z z Q_ 6 �-� P4 _� �3 '4 �& * -,�� * -,t, ,0 to t� �� a - cf� - - - <11 � Q F� , t�E Z, (f) PE , , p C,Q .4 ---*N REVISlONS COMMENT BY - - I I I I - - - I . 1�-__ I 00 1­4el I- /I \1' 'I -------------------- � ____----____ ----,----.-- ______ ---,--,- -I--"- _­_ " � --'--, - 30 15 7.5 0 30 ------ __--t- � __ � / I I I 1- , 1, I I - _______ ______ _­­- ___--__`­, -, - , km� I : POLOGROUNDSROAD i �� NOT APPROVED FOR : 1 11= 30' CONSTRUCTION : SCALE: V= 30' i - �. 77 i I '�­1,11_1:­'A_-.�� ... ­?�:t­�­,e_­ ­­ �lrlll-_�_�� I I rPROJECT Not: Vl 52000'�' I., , I -_ - I � . . I ? , , � , , I / Se ,. � %.� _,, - - -_ , I I " i ,,,,-,,,,,�'aa',p " i � I i ___�5,TAIRR� . - ­_ __ 1, I i I I ,,, 1 'A k, I \ '� I 4 ( If , � ��- �Zll.l` I I I ,I _,, I I I I � 1� \ i � tV., � " __ ­- - -, " 0 t I I � I " I " % I � I , _� tte , I I , Jv i .1 � 11 � , I !'11111'�li4it� I DRAWN BY: EEN i � -15'�l -1 " - - - - -, _______.___________, _', "I " I I I ; 1 � � � I � i I f i I ,_ 11 " I i I " ! i I T I i \ , , ; /I �/ I, - _­ i �Frl I i I ) I � ,�, , , " --- __ 4 I / ` 2 1 P_i. ' , --- -­ I 1 1 I _ ------- � ----------------------- ­-_-------_`-------_- ,6 I I, , - ,:,-.1, ',_1 . . - � I -1 - " I , � .1 - I 11 -- 'gm I ! : - i I I I � t ,;,, �i I -------- ifall I ,� , t 1 I/, I \ I I CHECKED BY: RTY , I �l I � I I I i i f � / I, f I .�r ..... 1. ; I � ".g i, I , � - I , � � �1,1,�,,,� , \ ­­ ll� I 1 1 , I, � i I , �� '.. _tm I ��5fM.'R, I " DATE: 7131/17 ; , "', - , , I, , i I I I � � 1, �, 11 A I � " ,� ,� ` / / I ,,,,',­�,, � , , �Nl�t?tl, "I 11 NIP11, � I ------- � ____ � I "" Iff -,----. " 11 '? i � 11 I � I i I � , "I ------------ , - Im,'-wiii I I I ; I i 1 � I I ) �l 1. _t, I I \ � , , -, - I , N, --------- _ �,.,�,im;1'1'111'1'111'11; '.1 I I I I 11 " / 1 I 11 �,, � � ", , � � , I / i � It.., -�­;c. � I I I , , k , % I ,�,, --------- 1� , # I I I , '4' "", ,,, 210 -,:.. � , "' SCALE: 1"=30' : 111111417 ------- _____ -1-1 - ___ ,�l I I i I � I i I "! ,,, , I It / f ­� - - I I I I I '41"`N � -__-11_____. __ ___ ___________ -------------------------------- __ ____ __ I , _,5� / i / f1l, / 1, 1, i i / I 1 " � I ! I f I I I . � . I i I I "I \ - 310 I ­_,� 11 - I I I ­�_ \,..CAD I.D.: LPO ___ __ 11 ­ - �_ I I i I � " �,_'.-�,',�'trt,� , � 10;"'t pggfi�,,� - I K__ , , � / 4i � i �, I II - g!j ,,�l , I I 1 I � I , \I '\N, I"\ I i� �'IN?"B"'11,11, _La) __ 'j,,g __­­____________ " 1! I , I 1 I � i, ` " I , `� - ­t�'- I \ I", \ I ,,,',g',ggt I - �&4,,� -- - - - ___ ____ � 01 z ; I � I �l I / - "? ,!, __ _____ ,- " I --,-,- � % I I I i i I / 1 1 I,, � � ; I ", 1 i I ; � I " If I, I � � " - - I I i �� -,-,� I . �., , - I--, - ,�;�',,,�',� ---_g&q�,� __ 11 -.,<,' I , , / , , -��".""'�­t, I 'N ______,___-______ - ,-.---- - I , I , 1 I i I I I , i � I , " !��, - I % r, �,�I-r;" �� 1.1-- - ___ �� " , --.-------�-�-�-�--.----------"---------,---,�-------- __ -1 __ � - cll�/_, I I � I I ! I � I i i I I � I I I � i I , I ( �,.3�I,.� ;", , I 1�1'1 Iifl"Pl�' \\% , , ;� 11 " � " I , I , ". � - - - - - _ ,­ __ 1 , i , I i , , / ,� � 2 PS ��R,,Rfifi-,­ ---- --- __ _� I., - - ",�,,�",.,\,-�.,� _________ - 1�� I i I k, - �! .1 � t, ", ," 11 , I k PROJECT: - --------- " ,,,,I, __ __ - I " __� I ) I � � , , , ly, I �11..',�,��.,_ .:t'. - ,_ \ I I ,�,�,�IK0,, - __�­ k", 4` I f, I, % " I I ­',`�'��_t:!' ,,�, ­ I I . gg - \ % - - -, - _"@g,m,v - ___ " - - - I I , If I /I 1, � "', I ,��,-",.,-,""," , \ \ I i� .,- - "' -­___________ _­_ --, � , I , I 1 " i' , 1 2 ­�,,,,, _-, I \ , �,,,�, � fl1", --------__­­_____ - - ______ ___ - 1 1 '� 1, I � 1 1 i " ! , PROP. TREE LINE . I'll I . -- - -_ I , IN, I - "g, \ It U ,g',I ... - ­_ - - _.%_-,,,��,, � _,_________ If r1l - 1� , I i I/ � �', � I I I I /I I I I--, __17 , \ N ��,,`I�-�, R'r AD ,------,. I I �t,'�,_�.,, 11 I ,w,;­'llll - '\1 � � I \ I, "' - - / - i i; i I e 9 - waftwim-_ \_ '" N, &_� ._� "'& - - ; � ,,, \ \, " I ! - . , I `11"'N' Ill! "M - " lll___-._ _____ - - ,_ I . I �j �� % i Z. , \"I I I. � __� - , --- ;�,-_,.. �,,;�,,' `,-­,,� I �, � � 1, ; ! � � , � % 1% ]?RN'l I- Al , , - ­11�1 �/ I � 'I I � I .- �, `�:��, �,,,�­ _7 '% '� , I, '.", - ------------- ________ - --- .__� ___ - _1'_�_/l I , 1 1; ,-o-/, / , i_l�tl�� I �� _v `.�:�;'Vx , �,gtg,'gg,, ,_ " - lagg" __ 11 i - I - I I , I I _­­ --- 11 " �i _______ ------ � I" � ! I I �"_-,`_�,_"' � ��, , I I '-j __ i �­ ,`�- I ,I - ,__--- // ­ - ­,� �tt,;�, ..,.,.., I k \ �,Iyuml' , - ! ,_ �Q_�:, -,�;,,,", '' , I I t -LU---_, -----.-------, -,---.--,-----------�----,--...----------.----------,-- -1 --- I I i 1 It - -yowam .":, ��t'.',"�`,��-',.,',, � t - �5, ____ I _1 / I , ,;, // I 111W 1,51- - I I , I : ii , �14,t'lffl`i'll .- __ ,-7� "I 3 - - / ---,,-_,__!t,, %'A"e- �,, : ., �� , � I . � _,_z ______ _ -------- - __ I- ,I ""T 'I I, /I , . --- \ �jj, ,� " ______._._____ - It, I , / '0� I � ", I I - I , ,ffl", , ­ I iii- .- 13, " ------- �, � _� I I I � , '�O I� " . / I ... , , " " ______i -11 , � �,I I , i \ 5: ,'I,. - _�____ --.--- - fe I ,��, . ..- ", �, I I I N 1� I.` , I I I ,I . I - I 1� �l , \\ � 2 ,, �, � ", 2 PS CCFP ----------------- � "I ; ? I , -, I ,I ,I , � , - ;-�`, "" "" , � '14, PS � , �, -----, 3JV - I ,I I I I , I / / __,__Awow�l' �-'_,-,�,""tt-': " __ - - ,� , � 1, , I �� ���,��,:�: � ___""Illl'­ -­_ .......... - __ I / I / ... . � I , �l " � i I , I I If - -1011 ;,_a ,a I , ­ I f,,&',"�',',',', \ PLAN ::::i: i I '�,_ �" , __ I --- � I, I 'i i ,-0, � I � 'I � � ; I I i I I _",, - -_',.�-��*�' I I ,_ �, � __ ­ . .... � ---- __l__,_________ ______________,______,__ __� I I � "'t-_ I I � ,,ill I I ll;,�",_-'I�rJ`l' � I I " -,� -, I , FF I PS ----------------------- I-------"-- ­_­________ _­ ____ � / --- I I 1, , 2F -,3jv',,,', - �� � -----.I ____ ___­_­_____ - ___ , I � J I/ j I f �_ , I i , ; I ,� - I I / it I ��',',"'��%`--",� ,- '\---- �-�­�;�t�� I \� I i . __ 3JV______----­�j9_ --,.-__. - CCFP -­ ------------------- - __ - __ - - - '2 JV,--� ,/ I I 7,� ... " " , I i I I / , � - , 1_� � 1-1,11-1 ': I I Pb FOR __ ___ _. 2 PS __ - I, " " , I `� I 1 1 ,:,."',�-,,��-"� � 2 iCCFP -0 __ -12 P" - I ---,----- - I ,l �v ­,� Ps I __ L I',, � ! I , , 310 --"-,-I CCFP------ if I'urp -.-- __ ---.---,- I . - ,__-, - It, 4 P j-111- . I ,i, ��� -- �- \\ )� I - - - Q lu- __ - -------I-- 'I-,' , I tA I I or- I Il"'I : ,��, _ - 2 PS' -' ` ___ �­ -,-,`�,�:,t_kr : �. - � __ __ 3 JV .-,--,--.- __ __­ __ I �l I � I ,,, � 1 f ` 3 ­­ 1 ',CFF " , x \ , -� , _� , \� ---.--------- --,-- _____ 1 ,`k�1'7__"",�"I'l � I � \ \ ­ i " : --- __ -, , , It I �, A - --- 11 \ ,­�',,_­ �, -, I --_2)yL_6__'___' _____ - -1 -13 PS - ,_ _____ - " , , , __,__ I � " ",�- l� " �� � _1� `�, - - I I - � /� I , �l � '11, N - � I I I ,�t ,--- ____ 1310 _______ - I , , % I � t _1 PLO �"`__ �__ _,"', '�n,___ , ! ,. I PLO - 3jv ___ -,-.--, "I " I . , . -2 JV \� ,­� I ,. �. - - 't_, __ i : --- I CCFP-�, " � "" I ! I F�_- ­ �, ---_-_-_, __ " i N \ . " ,,;,�_ IIO , " i '! . - , - \ I ,� , 1�,��-%\",__�, ,��_C 'I" �� -----,--- -2 PS I I IN, I , .__ ! �j � - -3 In 11, , ! �� I T I 1��l ,­,��:��,, 9 x W� ____ 1, zi 1� � I'l I ,A�­ � _�', � ! / _1 , I . t, - � �\"l ­­ " 1� 11 .__ t i � Z - , ­-, ,N,r 4 I \ I t - , I t , , ,� I \ �\ I , I I � I � -4", .111, --- 1. t\ _J�1111-"" I I - 1 11 11 ,� - �____ ", _v -2_I0____ ______­ - - -Il- - -_:-� ;�� - I �l N-__ . ,,:,,--- iv, . __� - I r �__. " t.3--_ _11K I % I * \_�! , � ... ­_ I - ­­ 11 I I _,, � - , - " t , 1'� I N, - �:r.­�'.. ___N, I_ ­/_�lr ----\\ , -- ---- 11 kl, "' ,,,,';,,- - _55::�, - _ - --- , , I- - ,,;;_­-� 1 1 ,,, �,, ______.______,______ - �� �� 'I '_11 ", 111 ------- � _. - - - - - - -, - - - - -,- - - _ __ __ _. - ___ - - - -.- __ _ - - - - 2 CCFP - - 111, I'll ��l � - -1-1 , t ___ oll It I I i " I, 0-1-11 - - - _- - - - -, R 11 ­_,-::��-`- I _�__l ,--- , ',00k--lvv,­,._,,, "ll, , � mt,_ _________________ ____________­____ ----- I? .... 1�'l - ,._� t ­ , �,�, ,� ,.-N lgq� !, __ ------------------ ____1 --------- _____.2PLO ---.---- 41e u �p 0,;� _.... , 'e4�?_ __ __ ; I I I , -lw- __ I I I - gg�e, I -1 , .". I'll ,, I 11 ": __ I _N.Z��i� I - ",;. ;_ , --- -, ; -"--' - I � - I ,c: - �;­Z_ , " _,�­­3 - - -�--, lz I I \ , %� Mif�,i�.,��i -- __ ___ __ __ - __ - , I P I � I , , ----- ­­__ , , , "----- _��,':, 4, - ," \ I / �­_ - 1._ " - - �­ �l___,l----_/l­­l-,_­ - - - �� ­_ , ,� , _,,I, - -Ir -1-i- I ­'lr___ ,<,_�_._______r - ------- 1� 1,11 - - ____ __ - -.--. ___ ____ _____ __ - __ - , -11 - 1 6ttz 1p ��____"' w-Re't-2 CCFP"' -,--- N" I " � v"',- -1 "'t I , 11 - , I _ �, . ", X -ft . , , � _7?_sl___, .- I CFP -- ' ---- 1_<1__l__ ", _1"4 ___ - __ I , I I ,,,-,+, -r-\ ��. , __ -11 , m , 11 \ __ I " __::::��­ : 0( W�,_ ___._____ - - ; i I � .,� N -, -, I,,, - � _"�___ \ I ��_­-­--_�_- - I �� t � ,� - X, ___-�_ - I ),�,�,��,�',­ - - - I , - _7 _,\�_ � T--- , - _, I - -� -, �-----------��-,.,-.-----------�-----� ------------------- �--�------,-----"---,.-�."--.----..-.-�-----,----------.-- --.--- --- 1. __ � _:�___ - I 1� - �__ - 11 I _'__ , � - % "Ill- , - 'g,"',m,�"g I' \ :�� _;#,; , -------- - -, - ­ �i��_,��t__-, , __ ...... I I I - ��, � ., -, I � , 11 I . __ - - --- -, I J_j __�,,-­­�-,-­_ - ,� , - �-----­`_ ; ,t___�,_,�._�', _ - ., , - , � I ,T,��' .. I I � , __ %_ _ , _ .,�e",I_11-1­11-11­1 ��'l � I ­ _! , - � - Jv-__ - - I _-, -,--,,, __ ,0 �111�1 � t ,I ­_`�ll 111'171�%�,` ", * "' "I" '1� �� , :: w :!-.:L- ­ - - , * , , '' ­,;�-.�,"`­,�,,',�. 1 _-14 . -, ���-��"�,'�-i"�'.,.',,�-�.'�.�e�,',�.",�,"�:"..",, I ",- -,�,­ '' ­­-, _ ,X�`_; . .- _ _� -, - ,� - - -- . 1. I 1-1 .1�tzl -',,- �c­'-!��,:­�-�.;�:-v� ,�,, , � , , -�"""',.�,��',, �­­ � � - - - -;�q- I , " ,� , - -.-- ; 9 , __ 11.1 . . z �, i, -, " � , ­ �1. ',� �,N`N � .'��'; �! -,".-�-�t, ,:��-f��"4,,',',��,��4��,,,',..,, I... ., -, �"',.`__"_,�"__�� _ - _t� �:�,� _��', _ ----,- __ _. I ��'. , .� ���:1,��'.,�'-.-,�,,�-�-,��.-��,,-�,�,�,-"-,.-,';.""�,4!�""-".��_,, �_� � . � I ­-, --,- - __ __ sl -.1 - ... - iz - - ---------- __ -------- , I - - , - ­­ / ­ � " ; , . ,,,,, � " I ��_� i - __ __ ,;Z,�";,�', , - __T� _� , ., , , ,��, � - , �, � _ - � � - -7 - + �!-�q ��______ ---- - ___ I ____ \ z ,� t, I ­-_,_;� " � - ,.t� ,� �0 IF', ,_-.1., � ,��I_,�,�--` i-ftE ,,�,�'­- � ", .,),��: �,_;� _�� - i - - -,- _ _ ---------- - ­ __ I ' - _�� I,/ `�>/_ 1- I-,-,---,- p_-_____ 1 -1-11,-4 , , _� ___ �2 ------------------- _ __ _ ' - " " I r���;'_',_ " _7�::. -_------__:�t�, ­A�� it'l� N51 I---- ____ -----, - _ _ - -,-,-.-.- - - - - - . , 3 CCFfy-,- ,;;, -,- -- ----- `�,`,,�-�',"-�t,�., � �,,o,19R .,, ----,---. __Z=�___ - _________i 2 IOL�- �/ \ __ , 1 /0-411 E,��_F,�Y,,:j��'.7-,, -, _�"'I�,�.�'i,�,�,],� 1 :77--_ - i , - _____:::��___ � �__ ___,__________ -------- -, - , //--, __ ,,-- ---.--,--.--- - _____ __ __ 11. - �__ �_�_ - __ ,�� ,/,! - __. 11,1:t, t ­­ -_ - ____ - - - ,,sp, _ , , _7� - ". , .- - li 1�_,i�� , t"t, � -, ,; - -------. - - _�� � .,,,� =�,­­, ". I--_.. ". m_� - - ____ ___ _s _ I - , ,,, OF . , , , - . , - ---"- - . ­'­� ­�� . ..... � I .. 1. , , 1.lt�,���.� �­l 11. , � - ", _-.1 : -, _­ �_ " """.. �." ". �� I , _w ....... _�_ �,� �, ��, ,;� � ___- a� L, _� _,�, ­­__ w , ­ �� - �l `11 III -A, K �%, � �.,','�_,,,�,'�l,,'�,�,,�,,',�.�,,��,-Ii-; '-,,,,�-�_,� �,,�,��:�'�i',��,�,,',,�,,�,�.,-.,�,i",z - I ,7,7� , �L��_ - - - __ , " �� I 1 �,�,�...,z,�,J;,,�, "",],�-i,�� , - - - c".-.- -- _- ----- ,___� - '. . � ll­� I � , - �� ­- , - - /___ - I - i�� _ " % , 7�'.-�,'��'�":"-��"�-�'-,���,:�,"�:,�.,, ;:5 - - � Y., -.7 , - Z I CCFP - � , � '_�� ,:;�� ��-"'l 1�� m ,/--- __ l��i,:�,��,�,��;_-�;.,�,-.-'.,�;:, -­- "t - / - � " , - ,, ,,, '. - _____, � , "" ''� �, � � __ , 1141 '' � I—, - ,,,�,.,,,��.,-',,.',.,,',�'�"'�, ; - X " 7-,7----_'- - " - -- -, , - , I " 'N' � .. - - - t', , � ,. �.. ,� .... _ ��, , ___ ,I ,� � � , � I, , -,------ .---- ., , � ----t- --Z-- - ,---. Q .,.�'. , �,�,--,'����,-�,�:�l.,-",-"�,�,�,��",7,-', W,�__ &:,,'�',,',;�'�'�,.'�,,, ,_ -,: ��W` I ­`,­ `I, '. , _!�� + ­ ____ __ , �.­., __ _y 1. __ _­­ - _____ �� ��-- , -,y/ . , . - tt - " -, - ­`, ___..___ � , " , _ " , . _4- � I -.-'- __ I �� l\ ZO . � a:�! -,.*,i�-,,�""",���",-"""--,i'�",.�,,,,�-,�:,� ..... . 1", .�,,�,­" - "­,.:,�-;., � :" , �, , - - -1 I "" 1� � =�� . , � -_','­'V­�..;�".. , - , I It �.4_ �,: � I :; � / - \ ____ I '-- � ___ -11 - - 1. _�� ;. .:.: , _ , i : - __ , , - 7:�­�`�`­ � "' � - - � - � 11 , :_� � ,�:,,,_,�,, ",.;��,,,,._ -�=_._,,,;,,,,­. " _,­�­ , , -- ---- - I ., - - - '7_ ,_ , " �,, , , , . t, ","'i ,:4,t't ­ I .11.1 ��� �­ �� 11 , :� :� \ .. -'r, . r - . �,�;,,z3 . ,­­,.��_,­­ I - --m --- �' I , __ - ­ �­l - ­ _ , , , 'tt­ I . - i � ", ,--,- - CL_ ii J / �J­­__� \,, PROP. CG -6 � ,,,�,,-- ., � - , I ,� � , It . N ­ I-- -.--/- I __ 1, I / I I . - . "� , =!:�___�ZL_ t'.___ __ ---.--- �, , - , . ,� _­�_ - : 1. �. - _ \ - - � . - _______..­��­ll - I -, - - 7 , ­ '�mp�tIet . ..... 9900=--yalwo - ------ :_ _111=11, - -1 - ---1-1-111 _:_;� xmc:2�� --- Y7611 _ a_ q ,e I _� I __ __11 - - _` z " � - , - ��--­_-�:-_=--_---- -t--1 �,_,7,__.­­­_ - __'__­__ ----- - __ " ` - - - 1. _�. ----_-_---­ ­�Z'l_ _�_zzz_­_____ _ % � , , --_ I --- , �,ulili� - - ­ - - - , ___ ,,,, __ - -- � �,___ ,- � ,�, �a `�" ., - ­77� 7 I I___ 'i ________._____________._ � / ��,�� , . , " _ - I ­ ��_-� �w' , _�,�_,­�.,�_,`��,", �,I,".',�:"� . , � I ,_;�ll _ -1 - ___-_-__I` -, .. :t%�;�,I�'.­',� �f - I _11. ! �; . ..... � '1_1.1 , ,­� �,',,'�,,'z�:,,�,��.��z�,�;'�',,,,�'�,"�,�,+�,:,���'�����,�,�,-,�-,�',.��;�,,-��-",,�:"'� : r"t'll , �� �,, �_ ____ , _ �, -��Zt's';'�� � - Q_;l � , 1. ,z - " ­"V�,'�-____ __ ---,--- _ ,�,,��,,,,,,�-'z',��,,�,,�,��,+�.��""�;';� � , ��� , ,_ . '. - . - , ", � - '' , ., - _,'td, I'll, - � �_ �_ �� ��_ �-��ii����',�����,��,��'�l-"��,�-�,',���',,'�",�,�-""��,',�,� r -,-: �,K�� I ,� --- - - - 111- ,� " I I I 1, 11 , 5--, _r , �,;__.�­�­-� _;��_',` . , _� , , - -------- �__ - . , . ,,��,_-�";.,.'.',,� ,:� --�,�-, -,, t . , - _ - --7- 1 � � jt�� ' :-_-_--�I �­�� - - __ I - - �. , �, � - t� , , , ... -.- -. , , ',, � - '����,.-���-,,��,-,;!".�',,',��.",,,�_,�-.,�"-.�_,-��.. �.�:,��, ��_, " , j , � , , - `i�,* '-�,;-�t,,��, -�o' ',.� , �� � , - - " , -� �` � `�"i",w - � ,� I - - , "' y. , , `�,�:i � . . '_ .� , �,z " , - - ­;��,- - - , �� " � , � � . 1�1�� - - -, �, o "., ,. - " " � , , ���,�,",-.,;��,-,,,�'-,',",:,,',-�;'-, I�,�`,-­­ ���l '5 ­-�� , " , - J_ "' , . - "I", ­­ , , - ­ - -..-. __ __ , ­��­i�,i,,� ,,,,,��, _ . -,�l-,,��,,,,�""��":i;-�,_,�-,�"-"--,,'�-,,,,T"��,�,� L I 1-1-;;; � - - --71 i - '' , " ,� ,_- -.--.- __ . "'. - n ,-p __ ,�, ­ ­ , , ­­ �- _ - 10- - , , _,.��":� , , - -� ,,� --- ,,, - 'M ..,,���,�:---�,�",,,-,����.�,-,:��,,�:"��, ­ - -� � , ,�,77;.',i-,,�­,�V � . _ ; :.,,-r�",�,�,.--�.,��.i,.",�,,,�",:.,�,i ,.,��,,,­� �3 - 7 4 11 ''..'. ��_,��",-��,�,�,,,��,,�, �,-"',_,;,,�,.,,i�, , , , ,, - - __�__ " - , ,, ". ,. _ " .�_,.�­,t,�;­,,��. ""':;',,,-­��,�,��� -t,- - - 0- , -, -, ,2v ,,, " , ;"'� �' � 1: ^' ��' ` "" � , " . X "Z'�.,'.-',�'. , � - -, , ,,,, , , - - , �,,,,�, �".��_.�",!� ,�`,'��7' - , 0 % t , , _4`11 -, �' , _ _ " ,_,-, s,�z �� 7- �,,_"�,­� �l - ��,____ - - I, �,�. " Eft.______�., ��.­� _� c', , , t- -, ,,- ,, ` -,� ��,O� � - �,,,, - ,, , T� T7�R­­,;" I , _ , " , � " - -=�" " - I ;�L��_ ,­�, ,� ,,, ,,, � " _ , , ';'-','�,,­"";,ut�� - i , - ,,-�,����,',,,�,-�":��.-�-�".�� ,-,�, ,',,;�,'_', ,',��_�, , , ,,'�'�� ,' � " -_',t;-"�­­ - - " �_ - _. . , ,�, ,""; ,,, a", .;�,:� . � '. t. t�. '7 :,�-�� __ �, - - � _ P�� " �� � , ,� - %, �,, / ; m� , . I � , I, ,� :���t il 11, .1 , , firl, ____::7�:=� ,,, -, ___ 11 "I I-, 1-11-1-1-1-1-1- _l____­l­l­__----­ _­­­­-­­­­ ­­ :��:_ � m � �_n,,,T_ 4 I "i; I -------- @_ -_ - - �L__ � - ,4 11 -­,- --------- ­_ _1 - - __ I I , �'l I I __ I I �l - - - 2.j _. __ ­_ ____�,,­� - ­ 71� , __ _ 1. - -­--:��,� -- ____ - - " " ,� �,,, - - __ - _____ - - . . . . ........... � - I � -- ­_---t�, 7, - ��_:�-__-- - ��-='z - - - ----- I , __-_:::H��_ �� __ - � __ - , _ _ - ­___ \ __ ,��,,�,/ I'----.-,- ---- ,k4', _!��,__�� i __ ____ -- _7� --- , -1 �N,t`, a ------- - I ----.-- �,,_ / V Ell, , -, __ ____­�� - - _ qq�,,g',q �',, I --------_______ : ::::::::::::::::;:;:;:::::::::::::::z - __ 1, - - -, - - - - - - - / -, �� 4 , - ,Vt,,��I \,­� .,..-------. __ _� - _� 01, . _.__t� - - =��, 1----'------------:�--���=-.�----�-��,�:-,��-z:--:�- ,�____- "M , - -.-- ,N� A, - , , - __ __ / - " ---- --------- % , , - - ­-�4 11 / _____ _ ,_�,,�,,,___ - _­ _11=_,�_ - __ - ____ �j 36+00 1 �,,, " j �� � ..... . � -,---- - , _1=7=1 � __ �._� o 1, I ,_ � _.,_­�_._,____ - : F 7 , _- "', - �_, . ____ , - __ -, " ­ " -- 11, ; I 7 --- ��,_ '�',��,�,��"tg, - , __ _��l , -.-.-,. , ­ � . - I -, -----­7��_-_-- 1 __ , "" �1-1--_ / �,?,'� - - _________­l_t� � - - �',� .... :'I ­ - " " " - - ______ _�� ,-, �t",�-,,, ­__� __� ___, , �_ __ ­ --- 57,5���-___I� ", , ,, - ----.' " I � ­­­ I --, I __ , _��_, " ::�, ", , , 1, -­���= I --- :'n'.-,,:, . -6-_______ - -I,,,- --- �,""i _..__..___z7 IN - ----- t: - - I ___ ,_1 ,�N, I I - ------ - _�_ , , I L� __ - __ _ �111�ti'_�Nl, - Z-�,� i,�,,�, / �,�, - ___ll , _._��_______ \ - , __ A � j i / �, , .,)6, . " _� %` _­__: 41+00 1 " li M I i - 37+r)n � 1111-1", , ,> .::: PROfy �G - 1-1t, lZ "MY - ­ -�'I I __ I - - - J­llllllil�,�_ __-:1111111amm ", _ "I' ­,,',,��',Z ___�:: - - --- - - .- ""!-,I - - - - s _1 ,�lt'i_ - - , ------ ---.--��ll.""",-,-"",�"I--------. _', .__��7,z,;�r, ­­ ...... w "" -------------- __ - 31,6 I -11 __ - Mul_ , � .3-�IR-2- ---­ ­- - - --- - 1`�" " __ 1111": --- 11-11, ------.---. �..-.--,"�,15i�,i�----------, -,-- - � - --_i,�!'M,,""',,- r­l&�i�lF___________,_ " 11 , "I" 01. ,4- ,, , --- -___ - ,� "I M, - H \15\Vl52000`,DRAWINGS\PLAN SETS�ROAD IMPROVEMENT PLAN\VI52000LP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:03 PM LAST SAVED BY: EVAN.NEWMAN LANDSCAPE SCHEDULE KEY I QTY. I BOTANICAL NAME I COMMONNAME I CAL, I CONT. SHADE TREE(S) QAC 38 It 11 = I I PLO 104 1 PLATANUS OCCIDENTALIS I AMERICAN SYCAMORE 1 2 1/2-3ff CAL, I B+B - SUBTOTAL: 142 1 � ORNAMENTALTREES CCFP 1 120 1 CERCIS CANADENSISTOREST PANSY' I FOREST PANSY REDBUD 1 2-2 112" CAL. B+B SUBTOTAL: 1 120 1 EVERGREEN TREES 10 222 ILEXOPACA AMERICAN HOLLY 6-81 B+B iv 210 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-10, B+B PS 139 PINUS STROBUS EASTERN WHITE PINE 3-T B+B SUBTOTAL: 571 N, � I � EVERGREEN SHRUBS VIR 168 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 34 B+B INS . 82 , \ - SUBTOTAL: 250 , I I , ,,,,, ­_�_­�� " __ - .. I_- " -.1-1.­­�-, I 't4+UV ------ - - -,".."ll I �� - - ,,- - _111 ­_ - ­____.__ , -, 11, __1 - __ , jj&t=,­��---��-­--- ---- _ . .. .......... , :� _1 ... .. . .. /111 , �,, ____ .- , -.I,__ - - , , , , _,��___z - - - �_ z I I " 40�00 7-- - ---- - " . r�­:��==__-J=_--Fl i * , ­-___,____. � __ _­­­ �:_:2� - �____a�=��__ " " __._ , - -1 `1_'-___'=_- ,- �­� ' . ­. � ;t� - , 11 ��_­. -.-.----, _,______�_�__'4,____­__ ... ­_ __.... r" -, , PROP. ----- ' - � �_ -,.-.-- -, _� , , . �� - __ --..I.--- I I -N.- __ --.,--. 39+00 �� - �_ ��__­:_.­ � it�l 4- �______.. - - --- _ _ ____l V��t�__,�* �`,`-,� I � ��_�= - __ __.__­_.__­�,��,�� ____ -.- __ _---1 ,',,'I, . . ....... - - ­­­_ =_ � "I . I , ­�­­_ 1. , PROP. __ ' SAWCUT -i-_l �i , � I , , I � � � I , SAWCUT -\ ',, � I . : . __ � ___­­ ...... __ ..... ­ ................. -,--. __ - - ___ _ I'l_ I I __ ____ - LL-_ -.,. I ----------- - - -----.. 4 It i � -.--­­­­- I - --- ---- - -------- _... 1 t __ - - -­___.. � I 7_ ------ _.____..,_ _____��: =_ I 7�� �: I - ___ -- I ­­ N _=� - - ____ _______,___.___,z::�,__ ::�� - _---;e- __ __­ --- - --- --- -.1 ________.____.__________ ____.__l_�______ __ _____ __ - _____ - , ;;i;;;;;;:::;;;;;::: _.- -11, -­­ ­ ==-_�____­ ____ ---- "T- � __ � ------- - ____.___.___ - __ ___ , i 7 - ­­ . ­ _�______ - IV- , ,--------------- � ,/ ���­ �!:=�� __ __-, ---L____..___._ ---______ , I I -1 - ---- - ' �m ------------- I I 1! t�- ----------.--,--,---,----.----.----,--.--�--- ___� �­­__.F_ - now _­ - ____._ L_--li .1 � - wmamm _-__ - --- I ,,,, ,,�, �e, -'--- �, --:,- - ­­_ I� - ---.-. --,?---,,- _::::���-------------,--,--�:"�� ­bjijwmw_ -mmmmr -- ----- ._­� I , N I __ I mm, - 1,11, �rk�-­ - - - - - - -, -, - - - -, ___ - wmwmim - ­ - -m- -mg, -, - ____ - - , , , f7:�­­­______ :'-- ­--,��__ -.- - P � ___ - 11 �,-,;��- r,,,'-__,_, : ------, ------------- --.------ I ME= =Elio= I - _- -----,-- - - ,__ .- __ -------------,. 1�� - - � , I- __ ,_ - - �4,�._. ,��_ __­ll­ll­­l­­__,_­ I , ­ _/� .. - I ___ " , t� I � ----- __ � - ,,,',��� - � ­i`r- ___�� , _ I ,� --- ___ - '_,_ , , � - -'------�----------------,...-.,.3 ------------ I ,;F_le� / ,_ - , - _-, -,___­-___ NN \ __ --.--- ---. --_-_N 1� / - i�,. - " �-`­,-,.'s ------ ,56 ------ , I --I,i ��c I � --,--,-- ,- __ " I I;.1, � '� \ .\ , - - - , CO ___,___.___,_____ ­ ­ - ­ __ - / , , "" 1�,�� ­ - ---' - -,-,- _ I .t _.. - , - `,�, ',;--;-";n , 1,.�:,�,_. i � ----------- --- - ___ - ----. __ ___ ____ " " � ,,,,,,',,' ', " \ ," ,,,, - ,_ � , I , I - , I - - '', I _11, � ... \1 ___ - - I / " k r, , 1, " _ " �',' , )��-, I p__ - -i � i, � , �l , �__� t, , , __­___ N ­ __ - __ ___._ _,___.-____.______1__-__ ­ _45�1 , 11 � , , ,_ I NN� I ,;J�l ,. 1, - - - - - - - - __ __ ___­ - '46----------__- /I "t ,_�_,.: �__ ,I I � - , __ - --- __J50 _-0 I/ t I I \ � ­ I . I - � __ __ - t , � "..'i-, -It -- ____ � I 0 �, I, I 11. I - 11 I\ ,,,.�ttf � 11--, 11 "I'll ", I ____.___,_____. . - ..- --- - - _ - - - - - - - - _ __ - - - - - - - - - - ­ ­ ----------- ___ , � " , I � 1 I \ 'I ­ .. , I -,--- , � , 11\ -, ­ , I I j ,,� I � , , 1��l - , 1�. , I , , I � '! � i " 7,1,� " I "Ill .... �l ­ �, " I +�, e.: , ,:,. " \ I I \ - - - - - - - _ - ____ - ". ___ _ - - - - - __ - _ - - - - _ - - - - - - - - - - -,- - __ - - - __ - __ _ ---------- j*___ __________ k 1; � I I, I" 11 1-1,11, -1 ,. ", I I 1, I I N , . " 'l___l ",\ �,, II z_%_--_-= -- . I `I , ,I \\ � �, _,__11� N i I :_-Ayrj;�,f --- --- --__L� ...... I ­ I—— R .4k It ,,, ,,,, I ", , 11 �� " \I ,I N \ --,-- I 1� �, I - - R ---------- -t2ll-----.,-t,,,il----,�,�,Z.----6) "3 11, � , 1� I ------- " - :�_Gli� "" ",\", -, " � 0 1 ., r�, ,,,, __-�_ - , , , - � , 1, //_____ _ ; ? , , , �', \ � N ---------------- __ -0,q---c�ht-------p __,6#,zt_ ___',��I-�,',"',,� ,,� 11 , ­__ 1 I " 1, , IV. , __ _.- , - ,Z,-- -It", � ._ __ - ,,, � \, , ; ,� Z�� ­ _.__________ - - , , � ­ tl;�_ , I I 1, /I "NN",�, - ��- V------(;�Q_______. _,�j -,:--. 1, I i - L" , -0 __ " � ��N,:�, f - I 0, I __ ____l'0//l I _/.____ \ / \\"" I ._:l,,____01/_ ,2 _____.__­----____________._, I " _Qk­ � i l__,_____u __ , - I -------­.- I �\'1\1'1 , I" � I I. 1,- ­ I n __&/�_­ - 11 Z��: - - I i ?4_Z____________._,_ 1 11 ,�,,-,z, - � -342---- , \\, � ,,,, I I , - 1'-,��-,,�, ,,,__,_----,, 1, ,0 ", I � N 1, 1, � �__ --, '1-1 , I %t X-1 r` " ___ , "", , 1��,��K / IN I 1 -_--,;-i I , , , STATE RO) UTE 643" OLO GROUNDS R ONJAD __ , , V, ) "", - " I � ,� I tl$'! \ " , ii5,,'� __ /_-1 , I� / I k 1, � - N "�, I.N, 1, -1 \d � I, � II\ ,_�, 1- / \.I',",. I 1�,'�'�1\1111_ -.-- I \�, N ­_ , � PROP. DESIGN SPEED 35 MPH \ , I , ; k � 1 �, I`V, - � �, I I N `11 I � � �,", i , 1, � I\ ? I i�ii """ i \� N"', I \ I � ", "I'--iY, I \ , I ,,` I , , " " I "I � I I , %I " ,� " \, / IN I 11, "I I I I %� I I Il � 1, 11 / . I I , � I I 11 I \ � , , I i � I si, 1 ,� I I 1� / ic'� _� "N %\ "I \� ,I � I I �l -I I%, I I � , I I , I I 11 il '. I .1 It, I \ \Il\'l`,l_N,:'__l -1 \ � I 'I " "% tl \ I " I I I I I \ " , A ,�, I , I I �� . I 11 I " , � \N I I / N , 1, � I I � 61 NI \ , " N ,�,� / I 1 "i I I , , I , I , I I ,,I- I I � I" '�', Jr �, Tl­_,� \ IN � "I \ "I", " I , I I .t' \ I I I % \ \ k I I I \ " 'N_/ I 1, I � I, t, 1 �� � I 11 1, ,\ I I \ I I \ I \ � `, N % \N, \1 , "', 1, � % , � , � , % 1\ � % I',, 11 / N3 1 11 � I f% 1, % % % 1 If I , \, �, I I i I; 1 � " . / � \� I I 1� � 1, ", 1 30 15 - � ; i , , I \ : 7 . I - I i I I I POLO GROUNDS ROAD 1 I \ I % 'I - , ;=� I N, \ 1;11 - I � � I", % I 1, 11 I 11 __ 0,11 � � I _� SCALE: 1 I'= 30' 1 � � I � ; ! 1, I I I ---I-- , I ! i ,� 11 " _­________ ---- - a, \ I I I I , I I � , I ---. __ I I I i ! I . - , - P-1 0 -1 - -_ ��__ I cr,::p _,_ -N POLO GROUNDS ROAD AND BROOMILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA f, A 1. 11 � L i Ic IT'ilt!0455 V 1, , , II -, ,,,I* ff , , 9 I li, ,,, -1 , 21 �� ­ �� . , I I am" I �mc�mvmzlmizlmmi,m;1"4w-,n-em�y, ��:� � II,, I _%p __ . _ - _ . . - I L � � ; ;1' L V \ I f I ]: 041) 1, 7/31/17 11 . :� �� Ols-rt I AI I �lt' " � - I I- 1-4 � I ,l 11 , ---I I 11, � � -_-� i I 11, I err-, ­­- -0,j/�,____._ � 11 I'll, I I I 'e, I \� 14 , _____101 .':.'::'::LI t' I � I 111. �, � k �� \ It 11 � % \ 5, I , \ � \ \ � I , I �, \ \ I \ I \, \ 11 \ I , I N I % I � I 1, � \, \ N, � I � , \, \ , I I N , \ \ , I I , , \ . 30' ( ) S Ix1 E \ 1 /• J, or J } // , / , y I� / J, f ft }r Pf fj f JF, t, Jt, 4J< 4 /} f dl Ita SSISSI' i `t♦e II ` ''✓ `rr /` /P /F I y v v \\ ,' ,J t t° }f t / 11 f 1 I jf t °J J t r l %`ti ``\ \ /r/ f// %' !/ / ,/ `Y / /// /A / /I } f 1 d J 1 f JF p' f f 11 Ji_✓i 1 t 4 j \ F' / / I q 'L f P J Jd r ! 8 f f I } J f -_: t' S 1 a4 // II , t v ✓ :Y .Y L tJ (/r/y // 1 l 6I l If ( 3 f J tl It 41 {} 11-11 �11t _ ." .- ✓ \ -♦ / j d t'✓ I r t t f # 1 t f i ,,' / I/ .v Pt t f �//j f ! dd f jjf d ( t t I! F I t '1r 1h 1'ii, \ / r / // J € / f 1 f r/r V t t f ! t 1 d f e } } i''s ` t'\ �.__. /, , ,/ P 4 W .y 9 j// f f / tr 1 J' r i l f f } r j f 1 , s4 'i i // I i f 4 J ! f F ) [ 1 1 { { t %/ MR" ,Y'3 \\ i\ °y '' .__. / //d pIY /// Pr lllr d 6J ', `" fM1 v v a, y .v v v /f J ff 1td tt PJ trl f} J1/ - fi ff r� {d f 3t \ I t a'♦ ~ a♦ ♦ J tf rr fd I j -.'E' v- Y ,t (J f Pf ! / t 1 f f f 7 7 1 , d ,1�1 ['1 l, a /i t 1\ `'1 A / `_, - .q �'+. \\ ,(� // d/ f /r/ f Jif v Y v j fp JJ JF d1 ff 1 7 t // 1t 4' it jj tt t E t ♦ u\ I t\1 ///// ~ ♦♦ `-... r'"��( ^"r tI t7' //'/ ,/f , it : I Y v / 1F fi iJ J! /t }£ di r( p ! p` 1 7} ; l {t ill I? 1 Y PS 2 PLO .r /r/' `t - // ✓ / / y i ♦ ''� r-s,4'rr- \ ; ♦\ // // y /' ' '1 'S --.._,_._. _. / / } /f // /rr� i, I ° v, v. 'Y , t y f t t t 7 f Ff F / f} ) f � f # \ fr:, ` ♦� AI / '\ �1 % v t / t r f 1 v y \ v t fI ft d I{ t t { i' ' € 7 { '` 6aPdtf; \ 2 10. 2 JV y "`° - / l ,d w 4 4 1 l / ,' `/ /" i ,` `W I t y 77 i { I 7 1 ? Pt ff ! 1 ,i { i I s1a s tri t F / t ; = i .'/ F Yt, v v a t t P f 7 t { s E i /%% r f ` i { t i F t { 1 PL , S r c_A tl 21Q ' J f i # i J / F / j i v y 1` Y v / 1 # I f f 1 s 1 { ,°'M } f E d 3 f i = Y f 3 p t r f f{ 3 m G4 } t f t '.I ��` J� 4 } i 1 J f ♦" % } i } # 1 f f ( t { f tl r � f i fi fP ,{ 1 1 tt / tf 1} } `, ,r rte. '^,j, 4df, } ; 1 �' v- 'I L I a r t t ( P t + f { �b i 4 )'%js„Y //f ,J� / t}t 1 l / d? it AJP f' ffr L �f L v j Y Y Y v of ,Y V, )%j 1} P i d ft , Pt 't J D # I { B - i( i •._d d /d / d <'' ______ 1,6n" ' ' s r ",' !a- v ,,. , P tf r I ; P t p} }t f i c tt 4t I 3 PS N/ p/' / y s i i I j {j t i I ' - - I / _ +f J s/ /e /` d t } / rJP 117 v y W v y .Y L ,v y. 1} I I l ( i' ffr d}f '#e'> it . '4 5I I / // ! /r' iI Jj ,J .f rl ' N 4t y\ f € E I F , t I t t 'SS 1 ! // / J ~ ` e5+4' r 2r / J r 1, t4 ! i d I ! f j � ,z„�«-a? 1 : y �I CC r y- Y q i I 1 �( �j �i�j T��q e d✓ ,/ "... 3JV / / FA-", ,rte' r� /' .f, „ W '^. y + f 7 r' { c 1 i } Ji.�d 11����JL Jla�J1 JL��JLe `', - _ f f` \' fP /: i/ W Y y .r. y .v}♦ Iy i t j' . fl t t a t t �, `y,^ / h .v t- .v %`,Y.-, t 4 t d { F t 1 i 4 ,4 S \ a, % y,\\ / Ja 4 i t P f/ F 1 7 i 1 I { 1 6 ��. ^.\ - p` f `�' \ cX1 6y,= Y� J: v y v a ,Y ., .v `�rx, i i ! p 1 f f f d 1 i 3 t } I } t KEY QTY. BOTANICAL NAME COMMON NAME CAL. CONT. ! / "/ d Y I i I / '1 .,♦ \� �` /rr/ ff�y d , v 3{ L i 'Y ,l .v,l E ! 9 ! } t f fd P i! 1 3 j ' •'t a fy//' `\' Y ,Y y v v v y z 't j 3 i 7 t ff 1 t If f B € 1 tt i �' rr^ `•, \q \4 _ _ ', \,,,,<' ^ f/'"ar,�..,, `'si3 "..1 `t "`"i% r r a':" P `^ Y y .Y ° ' t i ' r r p f J' I' tt #t { } r € ; t S y € t SHADE TREE(S) ,\ / f 3 P F w t 'i d i '.. ; r �. �. 0 9 /' d/' 1 3 JV / J w i I i i f r/ r QAC 38 "�' l? �% i J r Y t I \ \ :'I, x O //✓� + _�"�^^..' \t Jd ! 3, '� `1g 6 i I i # 1 tr P F( t f �"�k, B S t xa �.V L j \, 9 1 I _ - -_ S ! .v 4 \ 3 i f t f t ; l 1 d S 1 PLO 104 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2112-3"CAL. 8+8 j.; / zCCFp I y y w W i / 1 'CFP _ -- 1 SUBTOTAL. 42Z / =/' / % v Y w i i+ F / /�� r _{{ '«,. a�L a,- ,f'. e ♦ I^ r. y W y v ,y. .y. # { {B {r i 1 I 7 t t , �l t i \ .. - y t ,-�� as p t t } d }, �0 �_ z �'" i ' ° E>' .0 v v , w ,' W i v ,v .!' } } t i € 11 e ORNAMENTAL TREES fr a 1'� _ �1. # � ° \ , St ;; ` /f M Y y - r -_u I r f t' 1fI / 1 t ti 4 It '• \ ' - ~-- ` Y v�l _ _ _ `., A'"..,., R 7 3'` 'Y i ... W " t t { d r }t CCFP 120 GERCIS GANADENSIS'FOREBT PANSY' FOREST PANSY REDBUD 2-2112" CAL. B+B Pry \ 1 � , �--- ,� a /� I + { } / i { t J 4 Wf : ' -_._,_0 <, - s e b,,,, ;: .. „w , J ,✓.,,M _v _ ._ L �' �/' x y W N, W / J r , s '� 3 t t k SUBTOTAL: 120 r JJ' �'�_ , - s T r \ \ I} ✓ w "� /<y vI r f/ /t IJ} f/ I ? } `_`^R—, . S,/mt,,t: n ey " }# _:\ 4 _. 'i•~ ._� v, Y Y v u v _ x Y r'v, /j 7r ! 'f x I 7+ , t 1 =rq i i ✓b /fd' 01 �� / - __ _ m��I '" i ft ,_- J• / ✓ Y,.-.- v F / P /f / Ir t # 1 l l \i ,t i ^'i3y (�.7f---...-.._.,,__m e 9 �d - % `+. "x �'`' �`" s: S]' ''";�' r �y,.t"f, t{ /L '_ v a _-'I .... - ^"-" /f /'/ ; Sk it \ ,\ \'i E P1. __ _,..__ „__ " , __ w EVERGREEN TREES m q4 _� A \ / J ~ s '.t /_ Ii b r f i k ', 1 .,,......,.. '. a ' Mp 4 - I 1:11 `11 10 222 LEXOPACA AMERICAN HOLLY 6-8' 8+8 43+ " ` ``` _ t C __.- a i t 00 ____.______ -- , Nr-.,,.<, I i V 9 1 ,t ! %/ x .....w '^_--"^-... ,r' _.___.::-,. ,3"", ,, ..�_ d 1 ';,m 1 I '',\ { 11 t i f9 Stt li i 59 Et ~�'l 1 ! ,,,w, __. .., 1. JV 210 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 810' 8+8 ` - "'-- "" ® // ,a. �� a x,'.t.;/ .._,,,i,,, / { l''I R } i \ S I I _ r I--, 11 11 y `♦ �._. „,- " ,7r 4 "..,� - �\� .- -` .i- . r ' - a p d t �+ \ t ` 1 \ ��` t r I .0 '"=.^^.,.-:" =•-..- O t.; ->`i"` _ '"o�/^.,_„w \�^•°„.. ',�., , `fid, ,: t T ;`""^-" i - n; I 4 }t i r /'/ \ t \ =t i t t 1 i € PS 39 PINUSSTROBUS EASTERN WHITE PINE 6-T 8+8 - --`- y% _ l� .. � = �.._, _ 44+0p r a" t '%\ \ \\ ♦, '', t i -" SUBTOTAL. 571 - -._ _.. \ -,- ,,f _._, , / X $// " 11 �, 4 n ` . "' _" J : d[1� p//(�,. �r P/ /�?' .. �''";� w E „ , {r ''`^ ♦\t t''t \',t �`♦ __ Y ✓ J >,_ ', `} ..�.,„. ._ )(7/(►'�/�' `"`" ",:^a. '' /` '•- $� t" f/r I.... ti'^✓Ta 1 \ \\\ ` ``,* t,'t =ky t`t t't I '- EVERGREEN RUBS sls c(((': O/ t �� w >. w \- c 1 (/ 1 / / a - �_ ,,_, i� / f y ,% \ `t is �', �A lJ / '/ u - 4� s !.-yi ,♦ '/179' ,"_,,.,,, __� l{•,,, "-'�"'^� /// _ '�� 1 S f /Y.%` ^�<,"`"'_, �", ,"`,... - 't ,..:, .. ,,,g �, F'�'? - Ty""`^,r. _.__,_ ___. ,.. 5 _ f,. _ ,�., 1. ...,,i.. / - "') \ =1 1\ 4\ '''\ 't tt qq i\ 't.t UR 168 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 3-4' 8+B ysts' -'^-.. 3 p / 6 ,� -� i.:y\ \ \ __ fllj _ l/ w INS�, 82 `zta \t\ , r #Ir ��.,...,,._,---Y �� �� "-... "-. r ,/` .f''-' ``' ^�.-_ /a'__.._ ___....____.,... \�.,-"s 4,1 _ _ _e"..�1. ` \\\ '«`'♦ v -- �L� / �/p j 250 . , �t 5 RR"I", 1M1 - \' 1-111, - " z' , i __ SUBTOTAL:R TSpF f i',�� ` l'' `\ \ t DAl I k, np C �U M ♦\ ,.♦ / h ♦\ } d[Oq,Vc i tt /dt // ` y- :,Y.i,. `L�/ /�� 1/ Il -,,. ;` >� �. `` t 9 f f t , < , N i. 1 ._..,._,_. _, _, g.. r _. ` .: 3, t t e .,/,, 5...,..,_.. �d%f _fill °° t ✓., f _._<_.w".:+'T _"-_-.. ,.-_"' ';;',__." }`` ��� "'. 0_ J, / � _ t V' }"^_ _...,-.�,a,.,.. _...-./ .. /w g;,C v t 1 \ j - . CAC �\" . lr T11 1 '4�%, r; ♦\ .\ ,% ` I✓ 6)/ I.n..,- 7gr _.........._.,.,.._-,..__Fr rt -" " t �,-,.� 6 •-I ` v '\ e ` , ; // ..' .,''' e'( I i -11t "' i >sp1'x.s _ '® _.:,�,;� „ r � 0N,',,, -. �44f/ " h I ` I.- -...__ `- 1. '11, mftwv '4 t \. i t Iv f ,/' f y i "1 \ "^, , i !, " .,,Yr ^=,_ °^. e - - - -, - „, '. .,..,.,.,.,,„ d I- w C ti a J t I /# R ,,, i 4I+0p r.. ,` `\ , I It if _.- _ o SS [r \ t\ i♦ i !f /! /f4 if /J /fl .� `r1\+''^. •,.#♦ " -., ``\,.-�itip�....,-." F ff X ," i / ti 11 01111,11111", dyS y: \ i 1 t f yw, �r ,,....✓ Ff I ? i l \ ,r_- q *\ ^,.,,_ ` � _ Sy 4y. . \\ i♦\ 3 i 1/ / wN l JJ /4 fIP ( \'\ �\'.+.1% 3ff ,e•', ~""". -,,� ���---"-..,.d \ \.�mtM_ \\ _ ft\`}\ f µ.ti y % '07111- \ ( ' {f �,I ' i �ii ,t �- \ _ Jf 4711 - - i If S i 4 r 1 r 1 '1 6 �.P� �. C`J ' 4, _,. ^_,.j% / 1 Ad �P n 4 '; \ \ \ i°°., r +/l If f I I ti 1 '�, t ., ',� '�.� i �^v,. a 7 D -`tom---�_ r' V X ?. \i \\ t\' =t4i df 1 7 ,,''J It dp! l *1 11 'i `, 1�*"� ~ 4 ``•. j \l� f/i 4i % 11 ,{ \k,\ 1\t \ t kti f4dr I Ii /1= 8It Jt /J'/ t!t ". i r. q1 `.q` ,11, itl ~ ' _ j t 4\ I i! i I r 1 f 1 , �'`' i _. • _ / �1 ,`\ i t4 f F 1 1F I {f 1 I ''t\ t\ ',`` "+.,yIIt .,....,4.: --."^-" "` _'`_ �♦ 'E ", �� , I 'et %1t\ '','\ /ff )t f r ft ff !P 3 !1 't ~`` ,, t, - ""^ ` ''`"\ -,-- N - \\ t\ •t, !' o P it fi f4 frf f' t 4! `•S `,� F% , t'^'�"`"`'-„,,"`- ♦\ �,IIIr, r - IIIIIIIIIIIIIIIIII POLO 'GRi0UNDS ROAD 3I 15 7-5 0 30 SCALE: 1"= 30' 1 "= 30' . ,. ,,.-�' ---"_ __ /-_`_.--_-,. _,--, '",, „"^,\ 5I-- '+6,:'„„ ".q -i'1 1 \\ � \ ar E�,., rf ��. w ♦\ 4i y If /f ff 'e j{ ,,. „.�/11.1. .., /// �i ” ti��--------- ___ \�� It 11 \ \. ♦ }• 1 i5ii'. .,`^., ',•t`,a�'cag. Ifq , q 1 f I f _____.__ - xr.�,p // i � e \\ ` 4��, •. \ �"I \ j 'k I P P � P 11 Nil i it el ^, _, _.,_v_. ,.. / ,1 .,�-.............___..__.,,. ,,. V,f If \`I'll "'� p S' lt4 +\ I `yi { Id ft 1 d 1:0 / -.., .____"'^f't7i ` ..,_ 1- ai'� 1 '^'`;'Z t t ! 1 t I rf JJ /IJ fI 1__)_ I f I t fry �ti-_,_____.__'-._'__ ( e •.,.- _____,_- .m.. _""._..--��X ,� . •t 1 I i, '} i ;,v �,, -rYJJ r t / / __-., __'__. <..,_ „•��_ _ / 't♦ o-\ li i t fP , A It ii I / -" _, _ !""' ^,^°,-_. „.....-,__..-__-...,__,.,.....`_`__,.__--__.--..___�/ \ rvz fl- -1 I\\ \ \ I i •9t tit i PI Pf tY g i ", I i i 1 /(f� 1 ___ 3 \t - w ll I 11 \1 I I -.,,..__ "`--- A �ff 11 ♦ ♦.eq M,,. \ °t i f } 9 4 _ _ _, _ _ -_ _ _ "` __ _ "" ._ N _, t f f rPr a �11 / \..,,,, l_"`^• �,` _ /. - ,_ t f -0'' iSt •'4 _ % i 4i { !, .i1 f' f 1 7 J r r_ _ \" \ ,_ LIMITS OF / / a M ♦♦I 11 t \"4,/" i i JII l' _ 6QAC~ ~\\ yc� DISTURBANCE / g`""♦ \ i i t ft -a,, _•,_ `_ _""....__._.__ v yt.y�. Y.4 \, \\ ",f i l d Il t -- ti "/ per_ r ,t v } i t F f r IIf r,. --«,.,.,.„_ 11 ­\ ``•. , ��- .`�„.----a/.�% M~�~ fr 111 i. •'' ♦♦t { """': 't i 11 } /t r II " ^- w \ \ } PROP. CG 6 /' n \ \ :4 E i t I mnmm -, __ - / v S i i < _ v --- _ __ - -•,, `� �� „ _ ~�,"� \.a yts t.t {t 11 2 pt t )I P Pt f 4 l - a ; ,p �. - _ . "'€ ., - b' - sd --- - - — --� ` ; .. 1 QAC _ „, l. - --_ y ry ti x i N p: '` ,% 9. d 3 --- _a, -^S ?; .r". _ Y ; �'^ t =�4 i i ! If ~y a. 3 ____.4.-.. A- y _ ",•^-^^-- A"1y� -__ N.:.s ._.i .... y'y„?,. ...7.';; F` -. z : k - - tP.__. 4 9 �a t \ \ 4 i i .' _ar..., _,......, <--__...>� i, -. �^'''tida ,rl..r_^_ __,.._„.; ' 7 :..._ , s / I ' _•^,'• 4. u x - . l; ♦ ♦ "' 1 1 i i 1 I ! :. i _ - z x I a'`k. i ' f fir:-'% i U } i z 1 a'- __... -,..- - - - ---r'. s. ---___ -: �..�_ _ _ ti \\ `'♦\ •t 4 1 s 4J # ft s 1. i is j t .. d dt s « - -- - - ._ .. __ _._ _ .._ ° 1, J f .._..y. ....,.__-�.,..._.d.--...�, 1 r } ___M�..� , .. ;� 11 ._.,.., .._..,._._.......__.... § ,I ' ` i f h f d,, i'-..,,..._.__...__.._,.P,..,_.R---_._.._..-...._- d „"'-.✓,„,• - 2 1 _ f «� � f- q :\ 1,, l \ it i q if IF ; ,t , — A__W _ r - �j i W —W, ---J --W t t{1Pj` ��A� fr s - - — --- }j - _ is_ ' 1 - / l r r,., �p�--__„_'_-_---ter., i -- �` ., 1 q 3 1 i : 1 Z 1 „"yy.,�,_,.-... ,t`?T q _- - i j y- } _4`' 4 ,*\ ^, \ P 'kt 4 it 1 4 4 4 r yS 11 d _ __-'�`__- __ . ,,_ y _ _-- d- � .... 1 l I ¢ t ♦ . t 4 r, _ _ . - -__ ._._. _ _ .__...... ,_._., ._„_,._.._._...._.P....s ...,..._._ ,._.---. .._„-_:._ _ _. __. __ - - _- - - - ___ - - - -. . <_ _,... =fr I __._ - --..-- d_ . _,._.. , P 3 ii �- _ ' - - t/ a 7 f a - - - t 1 4 xi i I ✓i' /y _ -- _ _ �` ; - I �i ,_ _.- _ _-'--_... -- II. 3 1 / 1t 1 a : I _._-_- - .__"-"""'^„"--i,,._....... _. ! i c �'z _'_' i--_'-- ."b_ rr `^"a"%'§ �r� - -' l ♦ , }, 1'° tt '1 1, IJ i Ir a __ _. - - -- ' rd i 1Z+00 _ R / 13+00 a i ° / =-'- _.... ._ _ i �? _W �- _... - , % .--� i I i f # ROA ✓ t a A ' I a i Y f 1 _ _- j, , a„_ .. __-t j P d - `\ y 'a., ♦ 1 q 6 i t 7 i JJJ J " = "' t61.; % t a 4 4 ` iY _ ` I _ ..,..,t " y 1 1 : �, ._t Q - �, 'a9'. `Y t 1 \ \III / } / [ S [ 5 14+001 --t M "- ,_.,., e , _ _ �- - PROP. CG -6 ♦ 1 / £ _..,. x Zk,, c. 4 a g ' I3 - ---- " i % S1 t_-, 't �1~ 1 r" 71 6 _ x ._ , \♦ '\ 'a t sx,.,alf - - - --- * 3 itt�t"--_= - ....-,_.�1,-`--- _" - _. .. _�_: __. - ______--_ ",� t C$:a `: f t �s--.."'{'-•- x 3 a f s \ `4%a�� _ e \ ♦ ♦ t I ,.r°y';^ _- _. - - .,.._.._................__- _ �_ _$-- - _1-�.t,_"'"'"'" —` _ .. ` rt ry,; - Z } 3': �'--" t 6:j�e_ r) s °•\ ♦ 1 ," ] t,J a.,t, ,,,....____._---.--_........ I.....,...�_.. ... .....___...,1 z t ,.a -a �J AC „?,..; ,P t ¢ C:3 moi`_"' ,__ _,.. --__--___-- 't"a x } i # i f r "^.--, P if i t f` 1fq .* ♦ ,+, \ \ y , i t fs x_, s 3•; i PROP. CG 2 z a s,..,, € s s: r,;#+ q t^ .k i 4 t ,:ra, ; ?, t ;:e'ai r, `S i.___ ,> - - -- a r' t s > d, ( 1 t i s ! I" --- \ ''\ \ \ ♦sum�w i /:I i r r w -- .. . - ,. - ! 4`. q% • + � , ' '..i is 'r 3 4 ' : a � } �_--„...., _..,.. _ _ _ _ __ '1 KPt' ) 1 r` °' f ' if r r' f i _ _ ,; '3” "^a \'* \'\ ♦ �? /%!� "a` 9_..'---_._ a..„^' S a t 3r ,... `--- 1: »” V�✓ d� P --_ - aI :, `\ 1 ...^_ _..__ y_.__ ___n. .. _ _ __...__ _ __,... a, q *" ._......_.^ i' i^ is<}I i '.,_.I ...., �! M1-."-_.,- --+" t; 1 %:;...., t "^..., t - sN Pi,:;i ♦ 'a t J,,: . ,__. ,x. x .. + s -.-._,.......,_...,.._.i.„. .--_r_......._.,..... r, z t r ._,_�_ ir,,., a,__ ' ! r i - - 1 ... --"--_ 1 3 , . S ' C'? , t zz i' j ? d ?' ,. t d ` -- - ..s--...--..,.�.,..a�_ '-,...,,- a r , t %i- rV 1_"`{-,.i' i t I, - I - � f at rsrs :r ._ - - .._._ _- __ / A z ., t r __.. - __.____-_.__-... � _;-_ , ._._.,, #.. ... "- _. ri/ d S as �., - ss 1 QAC I ( f p� ',"-'--== -__-_. „ : a t g a s ,'.z �- i 'Y ro 3>. --,. _p.: „ I { 1 '°';%"^„d„Y' `^t--, _._4`/' I - _ } ii�S� t a „, I r _._' - - - x,-�--T -. _- __ _ l i t F 1 _. -_._ -�_ x p.,,_ ,,,.1 d {a ! f 3 t i s % z 3;' ,-'_ -- ¢ - m Fa.a - „` ., ^ \ ,g .. f„- ------- - ' - "�E: n""- 3" a...�'' d i "-"-" t f ¢"w - a'v, f, -_-__ , F:. . , - « t +.a. ,a. 1 ___...__.___...-._ 4 B D ` P .;,:E t ar:- ¢ f: {� "'�, .' I '% :;Y i ti a I � aT .. m , 9 . . .- ___-_. _ ` t - f ""tom /„* ., o a a . --a. ,n a «! S -- I ? - _--�? ,, f,..f_a W \� - r _ i _. — — — �_ 1s _ _ - - - _.gym-, .� .1 .: _ T r{ a i A v: ..--'I"a'- __ r r ., ___.__-'`- .it , __._`_ i _ _ r£.., „: ' _ "$......,,,_ _ _ t - l�Ca'n!; ,. s - gas t :q J- .Y"/ a'' - _ ! ^a"".. }i f a 1,1 11J+ t _ , -7i_ ♦♦ 1:;t; .` - / - - . a i i - __- - __ - - _ d n 'fit.. 5Q ( - ) t i - _„... _ - _- E _ - * 1- 7 v� mmumum _-- /Ipmosss/, I- l~ ...� , _ ' t' .°i d, ___ _ �7"-� z , f I , t< : ,` z. f .""a` � a' d ` r �u r °�_______._._,.,.__.__ ,� _ r __. a t l � �..� _`_'•--,, Fly r r / i - ”<, r / -_. ,sI - p a I r "7 t J f •' - ��3 a '`s'�" �� I d / _ i "" s . 2 d'-_ T ----------------------- '___'_._,.., J / „ p„'" ww•' ~`'. .*,` ^4'.. ° ., �': ,aF,m' s / �fF ♦;_,`7'-�' _ al}1 ,,..,.� f , '•1 I :� � r"., .\ p < x / )%. Mason 1 I �,,” `..} ! �::` / 1 ,�:- j ✓J p F jr a r. 8 i'.'�R ,a'a � - d 5 lw f -Y �\ '• ..1 M _� PROP. CG 6 t PROP.;' f % ., PROP. CG -2 ` `` ,z ,` ' r ,,, I -° 4, _711_ Ill I----."- ,. - M _ - r y _ ,. -' _ R .t b r ' `y r - ` „^„ r d \' { ` 4 I. i p t } �'.f *F:<; j % -:3 z - "".9.... /"^,. _ __ t t r'` g�/ ""e„ -;;.,. .,,,,,,3 _ i iy' 'z''N !1 M `.. 1,( - -' _. „- w `'w 1 I ______. 1 \ ., ! p,.< Nom,.. -•, .� ,,..� ,. w^'` - _. ,- �.,, _. - t `e M: I , a `x�'�� _ e Q :``p i / ��-... s' S p ,---,--\- _.__._.__ `"„, f ....� ,-- .-^a ^....�_ t ',,.,., a.' I �' ,,.,,;. - r.- -. It „gam". 4-�^,.. m/,33ra, X �_ `Iii , 3 ..` „ �.,,",,,,-• v.,, _ _ _. ' ` ' Y ''$. ; w .. S p =ei_' ,. „s'��It _ f .. 7- _ ""'-`^.e.,�:.;� ., _ _ r'%e r _ -. la i rr : � i 4 } i - a ,:,, ,.,.. � � , , .,,.^` •'� .,,-'" �..^` _._, �';. .ti �.:„ .. '.- .,. f 1. ,m -r-..;,, - t d- rsr<:s �"-`=w.-„ dF `""""^-f `Y+`' �, ", 11 i, . I _ _ .. 3 d ,,.'”, ... S ! 1 I 1 1 I 6 d ✓"".� ,.-^'� ^',-' p--"`�- - _,..,,._.^,.,:,.,m,_ _,,, .. _ ':{ mw ��l - - t -\� .- tom„ �"^,. 'G-.,,��, 1. ,:,S.Y B } i i f r ,- ,,, • ,,,' ". _ "•d `o-„;� ^w,...,, v'_ °, a14 C Y, - �:. =4 1 g �, 1, ”,t K - \ �r , : _._._______w______._.._______ { I + B B f - _ _ ---- _------.. _ --�"_� � .a�qw �r `PROP CG , `.=-",�,,, {z � M - ✓ /"%p" .5 _, _. " "- _'-" E i I i ! I ! �..- �'--' »._--_�.,�_,a,�,,,.,,,,,.,s^� ,✓"•,ya. ! - _. f XT- - f ,' # `„^ 3. r', iy Fi`-- rd j i t I f j S ! I Ire-,.-._^'� -''-^ -�` _--- ". -t .,+?. -_Y3 !i --1.Y -.i• � "r,]",... dx _ --- ----, %" f i 1 I I { .,, .,-^,` .-- _..______.,._ _ --•- -_._-..---,z-_ - _._ { __ _._ - r- f d- $ \ // % / 11 Ki P { # I i , s% _ } r k ., _,,..... ...-_ J ,-1 / i .... 1`, eU"i r ____",. _..., _. _-_____. _-._ =,""C."„•","," // /f r✓ 1/ PF t� t f f 7 F i f f/ �� _'.%r_ 'Sa _ %� I•r d\\..; �mmu, /+ ""^, / ,,' r If r f r' >a ° tI t of I J%' P�•'""p - __ _______1____. _. d ST 1 �" `"--,.,. \ 9 �, I; _ f y // _. __..,.. _ t I _ �._-......._ LJ .'t 1 / J7'° :,_..,.;,'-r / d r f a j f { a f { f .-.-""" ,,.-a-. -___ _-_--__`_.___.- ""_ �, _...________"_ _ , - es re.. ✓'/ / ry / `•., J p , P t i p t ,f{� 1 t { t .w,. �^ .,.'^ ,...__. ._... % �.��-F p', F 1'C e ✓' r/ / / / / I /J f f f f 3 �Sy t i P J ___ N✓-,°,«^ Tm _.,...,.._ _ __-_____ `__ ^IM '.�. F t\ { - / ✓ ✓ /I/ ✓/ f/ t f I C rSs <L % 'p - _ _._ _ f, 11r r f ' / q ,, /k ,✓' //✓ f j f I P, t g ?t�yH .f ""-._ '_'.'""- f ...._-..... - _.� -�. -' ^t`(,e[j. ...... ......_.__�...3 "a.i_11 -',„'.\F" %�_ , t �y ii$/:: (" ,✓✓ r rryr I`✓ �/ / // '/ //J gII`fj Irt III PdF j 7tf rl 47 •ftit �°� SJ,, (i M -^"'mss �____--..-� / _"`.--_.�. ____`_.... 4..�_W .,,®„_..., _ ; t - f // /// // rd //r /' r/ ,/ r'`d I 4J Ff ! ! P t ` Y£' 't '" ,- '" ___.__.____'^ _•_._- __- "'"- _'"_„-„_ \ w ` -' %_ a _ _.._ ✓ f ! / /'` r / r < r P i f I 1 t "`� ____..__-_____. -" "_,.._." ____._._.___..., _. _-_._.___...__ df ' _^- s/d�'J v' r✓ y d '`t /t °I ft ` PI tr tt Id rf F{ d{ r` (}{Y f� LIMITS OF--.__ f p" ---._.._, m,4 r _.__a...-_.. --.__ ___-_.__.__.___ $ _.__.__ J. yr / dS f d I Sl"IN � �fJ f' ✓/ // / /// s''r !,E „r//// 1 lr ,f/ II IP j/ fI Itt fd rI /d Fp If /F / f' tl7144_._,... ,^DISTURBANCE -.__.__ - ---�___ --- ---- __..__._.-'____--_____ .. - f / !/ „ ', J.r r // f J ! { I 4 r /d f If i f ! .,,"` % ........._._.__. .._-.. ,.-__... _.,-. vM -,f # y : J / j// !1 �y,g 3, likiffyf!Sy /dr //9 '✓ v/ ' / J' !f dI P' 1/ t f !I 1 tf 1f ✓r, �7j ___-..__. .w __ _, / ry-xrT°5„_..__-.-.,..... „„h °°',t I i x''3'33 /?r ” -4 < �ill_�/ i ----_� - :\. \ syr -_ I 11 I, wY1 ^ —s==, 1 naa' Cr, I ,I . , i' f 1 , r t z .szz I ..G \,. �y` a \ '( �% \.; a - \ in // / J 3 � z "2' \ # 7 ,�' �,""ixrf"x, tt 1 _� , i Ohl i �` JrS dJ. J f J / P/ / / ! f J P 1 -i;"'... , Y,� .,.__.__--.,.-„...__...__-_--_- ,, vrS f/ /' f/ f f r "',yy' ,�j,1 'g", i;. / (•/ / I J` / / /f v f I P d k„ , d' ..-._.., ....._.a_,.,._ j*') , ?f,Sq, ¢ �{'`,�r ! f r /�^ J !f/ 4 r f / ! 1 jj 1 f/ ry ,y- —1'"/ _... _..., _.___,.»_....__ _..-.... "` ^-..._ _ f <Yj'/.y,'.',2 !'' Ft 1 dI /'` / / .r- ,Y/ l f,f `/ f f ( ,d /d f ff / / f/ CS /' r J1,�i �y �'""'^`" r._.__tiy...._.... _....._.... _., _. _.,.,,._ _-_....._.»._... .,_..-___._.,..-_. _._,.. ._,.,__. _._ �%'"._-. ,” «, a `\ t .. // , , // / / / /dd/ y / /' ! // /F !/ I / ( JP .o � Y ! / -., .,_ ,,° Jjf Y ` // // d /F ,! i !d `/ t f r d rf I I J IJ .y� (}, '� --^^� - .�,..,,- _- - 4„TM-" ` `k'\ i\ _''A 3 i / p /'r / �' / 0 , r d r ! I I �� 3 'i r ., ^C? / �e'./=^"'...� / •..-., - -- -"'_._ ,._,--_." -.-w.,--`•-_ _.,,,.-___.-._,-,._.„_ �_.d Yom? ^ f,`' `° v a J Jd d / ` /f / ...///"' / f r / r < / d r 7(/ t z • G� / // 'JY"r ,� 7`_° �,' ._ _.,`_,,,. _ +,. ff�I I=f' ,/I J// , ' d/®/ ,!/ /d/ /// //'' ff / {� // / /// /// ,'/ // >� /I/l, /I[ /4f if j ff ff / ,�•' �y�y __- - ^° �. �'__._'""__.__m, ...- -�. _ -«..... _ d „,g �/'� _ _ ''`'J 1 d / j F i ! r f r{J j'Gl // / f f I d �P/ \ ,p-9uY '^ _` - -_ .___ _-.....'-_: 24A -y- T f \'^. ✓'�' drb f / ,/ / / % / /y/ ✓r fi // /4 /J r, < ) {! ` v"' / %' N�,. ". -.. _..,_ �*\ .«„""_^ �"^-�-,A .. »e. �' Ste.'. tt 11111111'r '4 b fSVa i , 9 / t p % / ,+ r / is / J ! i / t / f „" " ^. 2 r` _/ f/r�dl�:. /d , // / /F / / /T / J'� / // 1 J d /I f flt' I �'!� ~ � �._ .-..-__• t�\ �" gµ�yar*dd „Y ? P / . / iJ{ ✓ /a / /r ,,'/ d/ l', IJ ! If/ 7 ,. /'�'' y �A 1 fes.,.,.»,,, .."`_^ ,n;:> .✓ J 1 / / 1 / /' / r / 1 I .-' 1___1 /// a, d / , / / / sf /°`/ / F , l d», mow•., d/ / ' / i J // f / / n/ //y y'/ o ^_. _.-.. _. ___. ,„ ,f.',.: / ,/ . / / / s r/r f l/` r' ri""' s a 30 - 15 7` Q- ,._ 30 ROAD B SCALE: V= 30' 1 "= 30' H:\15WI520001DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLAN\V152000LP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:03 PM LAST SAVED BY: EVAN,NEWMAN f : / J i/ f "t f` /ff 1 / ,� � .- / 3 8 F t t I 6i ll 1 ,_ i 1 d1 I II . 1, I . Ili P q (-1 r12 P4 C z r L�, il o U M - E-� z .� o� M1C �<�� zE1__ �4� "2FLLLL� Gs � C-�"WJ -<Q z a2j -� ¢-j o o 2 O w 't2 ,,� 0 'f ,, , g = 9 H 4 E-, r - iZ uH�"aom= Z52Q LLow oo u�a -z 52 z¢ vRW ZQ �Q�pZ ---2- t on �]t-�nFZ'>�� WBf m `�--' = - 21SSCC zN 0 6I -O F F -P �v u%y w6Lzu¢oowgi s o 0 -Uj - CO In Z() rF-^„'� o,*,* &&+ Sri' r 4 wo o i-�' Y �9 - � p p <C ¢ , D a � � Zi ❑ UJ >- ,( E C , , a Q 2 Z W EIII � �Tj -- .:a Ye t, oQ. W C) 2'd'�J wz 4 q Q W p 0-�❑ o- d 2 E W LlJ W E,¢ w �Z[OZZZa zoW �" 'O **�>�•** so Tj � o m P ,,, 41- I ; 2 REVISIONS REV DATE COMMENT BY �T I I �) KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION! PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 111=30' CAD I.D.: LPO �_ PROJECT: ROAD �hVJL�J3. U.� V �LVJ1JLd� Ji PLAN FOR NOLO GROUNDS ROAD AND BR'OO1pp`�J11 I Lf_..e SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA M BOHLER' ENGINEERING• 8 BLACKWELL PARK LANE, SUITE 241 WARRENTON, VIRGINIA 201$8 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com BohierEng.com V DANIEL R. HINES )I' ,y Lic. No. 043176 � % 7/31/17 k" ': QNAL_r�' ' SHEET TITLE: PLA SHEET NUMBER: t}r�j� \Sr•' — ! 01 ----- ROAD � --'----- _-_-____ _ ROAD SCALE: 1 "= 30' / y " s t \ '+ 1,1 € � ;; .itl at 3 r 'F ♦` t4` l t` 'i tt i' e, ` i 4 1 t Cy 8 � S �ul z 0 ow U w� pr �w J LL O ¢ LL lL z Q S QCL o rn.tW ¢ :� : J o co ' Y rPt^'+ Q= i- Q O Q tt <1 cU ¢F-fn0 ow cn PH � a q z o h z u z a W ¢ p z 4 LL g 0-o-= gzQ �o CJ >-�w pQ�� Qo ?� J m � > c L ^ ¢�=LL] zz> ow .\? >¢�. ccc�0 J m Lu 0 0 u w z 7-=m:�ET=9 =N LD -0 Fi-I-I- �xn S p y J p 0 z z 5 w O u Q O O w Jcnc mcn Z 0 o o w O O Q 4 0 } c a- a� H u Wp W } a a Q z}_ i �1 CQ z J :E Y Y d o 0 (� w - IY W w �; zz00wLL, �-- r-�- QL€00}} I1 w O w u W y w Z) z m z z z a a w U2, as Q !i2 LIE L- 01 REVISIONS REV DATE COMMENT BY NOT APPROVED FOR .____-_.----_-_ CONSTRUCTION S ; `t ._•--- �,,, r" yyy \° `; ^. t gg 1 E � __.,. -»»- 1 \i yy y t y PROJECT No.: V152000 DRAWN BY: EEN r r ( i /,,' F ✓` y i iS r' e,'_.__-___-_...._-_-__.___._-__--...___._______.__-__..__.__.____..___.__-___--------'--...---._...__--_.____.-___---___-__ CHECKED BY: RTY '� n ' 1 it �t /✓ '^ ^.`t � t\ i 4 € 9 r i ;' , i 4 # # t f d r _ _. DATE: 7131117 =: } € R y } rr'✓ tt t S i ;i t t f 1 t # E f t t/' „"- fi #} < 5 ' ✓' ✓ 9 i 4 , Y t I __.... _.______ i f 1 E t t f ` -____..__.._--___._____._____.______-__-__..__._.____.___._.__._._-._._-__-_.._._____---._____.______._.____------------ SCALE: 1'-30' r ,, ',- i .. ..,,.---_......._ i B y , ♦ y it .+ b CAD LD.: LPO IS R ! i i ! 4 a."-' .�-. " r"' °y 1 i ! d f � i € f # ! 4 E E = E 1( p'r____..__..,-._.___.___...._._..__.._____._.__._____-.._....._.___.._._......_.__..._-......_._-___.-_.-_..,...___.__.__._"___.._._.____-___ °'.,y \, '•, f PROJECT: r t i '." i f` i i E i i �'rp ,°✓ `f t 4 t ! 1 j e dl t { P J _._-.._-""__.. -_ 'f i i E t � E � t ' `, ` �`�' z' rr I __-_.._.___,__-.-„._.._-_-... - ♦♦ \ til f S 4 > t f k i t P r '.�'�-`- 4 = ff (l # 1 7 1 i € N 4��✓ # I € ! € t i 7f !t -___ ._ ���� ♦f�\{//,�#'��--„��'{��''' ��/P ��'�'-,!q,�\�/t��'l�-���j�"-'�q I t < is # ; ik t 3 f r tP `P tr7 1 t! tf JIf f P P ; ,, `I per..,---, T"'_....._ __,.,_„ P f = 3 € E E E ( rf �`/✓y .-” '-_`�-.___.—. _______ ..�___ -__-_._ _ ""'___. _...._—.._ ____._._ __...—._. __ y\ \S h! �5 t`1 }'1 f IdVJIY I1/' V _LL_OdPJi!� NT I ✓' r' _ f � S l f B e✓ r N, d f f %(j f ! , > f t J f t ti 1 3 •1 �. - ~ / i f f ! E ! t t .____-- f € E f # i I ! ,''"' \ t b 4 t\ i Jt___.._...._ i F i E � t € E ! f,....._.....___...___.,-_.__-_____.__._...-....__._........_.,._-____-__,....__..-._......_._._._____......__..... I € !``. ,1 4 t tS I i f ✓ .•, t f t 1 1l f a*.,..__,. _.____. •." r rr ,___ ... h ,..._.____._ _..__.__. 1 € !; It t t 4 5 f 1 > r d ! ,t ff f( d t Z ti tt . -_ rrrpf, ,✓ ss '._} #..............__..... _. ".�4y - _.- _...-__.._._ � E t ; E E E i € t t� l t t g i � A' f ! f t 7 ✓ ;. w/ # ! E € E € !.__-___.____._.____.__.__.__.__._.___.______.___..__.-___._-_.__._.__..___a ��, , ; ; , , ; 'R I f df 4 i f P ~, _...... E 8 k4 ' i s fx J tr f d 7 t -----,„__._--"----_-._.___,_... ___--�,. I € € E E I ! 3 s t E E i { � 9 1 I i �.'rl ... / I ' , # p E f Ny♦ 4 i E 41% 0.l t B r f f i P P � .." �„•� rre f E 1 E # i 3 3 f t ��-�+ �01f r P 7 6 t t f ..._.---.. ......•.."'" -" rA _. "'r ^,,- _..__'.___,.._....__..NNW __,...____.__.....___,_No „- ; ! I ! I E P } } f p € I 1t T '�O , ✓ P , t ! d t f --._____ .�� ---------- / ..Y ' E 1 € t ; ; € ! ��Ld'�`3l tf >> sr ff t 7 Af df 7t d` i '"f ry ",- -- r", s''~ ,o'' ✓,,."r r✓ _... ..»_,,. .................... .. \, • R ! s < > i 1 t 3 9 t ! 1 °' S s '` d ff / 8f .rr •' �,% "^"� ,, �,^., ~ \ _._'__.' d` ✓ f ! € E E € # 3 I 1 + 8� LIMITS OF t f , ___.__-_.________- � "`�_m_-___.__.___.___-_____-___.____.__.______-_____._._ t -_ �p �( AND i i i E i i i i i L/ai'll1All1�J� DISTURBANCE , ,_____.__.____._-___-_____________--___- __.._-___.___-_._______ — — — / f rf' / d f ,1 r '- -- _..._- _....___- __». »........._...._ r r' it aw / f � !P 1 8 'Y i i f w t � SECTION TI�'flN i ! } i ; ty--OM1 I S F t t _._.• r .. ___... _.,__ _.-_._...,._... ° F > f H .l � S! 't i 41 ��"'� y ,. r _17 I " �- - ' i f � ------ ---- .'r p �. .�s 4 r y / o l L' r . CC��FjT3C�i�T C)I° �I�'F' JOO�'% 'r ~. ""_-.., df r ' —_...a_.._ -_____. .._._._ ___--.__ LIMITS OF ,.• ,` �,/ `"^ �-___--_`-_.._-___-._.__----__-____.- r`' .� ,' a'v.,�� ,;'',�,;�,.:.��.,...'.. __�.'=___ aa'...•,•_....s_ tom; gl ° \ `.__._.___ ROUTERD PROP. SAVVCUT > __ DISTURBANCE- - "' p ,-' F r f R t `\ ♦__.___.___.__-- r - _.__. AND NATE ROUTE 643 ✓ h r 1 l I n r 'W 1 i �.� b —__.____. —___.____.__._.— ___ ______ INS — POLO GROUNDS ROAD I____-.___._________________ - w__________.___ __._.__-, l ___.__—______—_ —r CHARLOTTESVILLE ` ____ \ 4 rE - fr / /j' f/ - s ALBEMARLE COUNT A Wm \ -,- / 3VR-__-__-...___ --- 3QAC________ -' w..,.,.._a...,.". 1 INS -""-" rr h y 1 CC 1 INS - 1 INS__._ ___-____ -__ ._.___ _.______...__._ i VR -1 IN VR ___ 1 VR 1 VR 1 INS, P - i .,aN\ 8 VR -- - 2 VR - x, INS.p. T" ,r -3 INS -- - , N -T--b . , VR . _ '' g - - {�}}y�� {may ,✓ { 15 INS PROP.CG-6--/ d f3 ._.._._.,.-__�r•am _`__., ;Iz' __.__z , , `sem„ -. .._.._.. yr .. ,r' r'. _.__ - - ww.�. ,: v:_°! i l"t, \, � _ , _ _ _ ".-,.;a`""-'n'..�&._,....._v _ �.yy , .., ., f ♦r``3` „-' --__-� t N ,, 4 Jf % I � jhj a f /'/ N t\ \ M .., r ,,,z 1 CC 1 j n,; 1 2V ` q 4 PLO k� ., F i f ° 5 ---W—W— VY -1 VR W VV ' �;� W �-V�9 W Vi/ W W UV-2VR—tIU W W-;? € ,� Vd W W W W W-�� UV,a��7y LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL, CONT. SHADE TREE(S) d s � r QAC 38 !4 i I` I�10+00 t PLO 104 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2 U2-3" CAL. B+B SUBTOTAL: 142 1 <7, f ORNAMENTALTREES CCFP 120 CERCIS CANADENSIS TOREST PANSY' FOREST PANSY REDBUD 2-2112" CAL. B+B SUBTOTAL: 120 EVERGREEN TREES IO 222 ILEX OPACA AMERICAN HOLLY 6-8' B+B JV 210 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-10' B+8 \ PS 139 PINUS STROBUS EASTERN WHITE PINE 6-7' B+B SUBTOTAL: 571 EVERGREEN RUBS VR 168 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 34 B+B INS t 82 SUBTOTAL: 250 ----- ROAD � --'----- _-_-____ _ ROAD SCALE: 1 "= 30' / y " s t \ '+ 1,1 € � ;; .itl at 3 r 'F ♦` t4` l t` 'i tt i' e, ` i 4 1 t Cy 8 � S �ul z 0 ow U w� pr �w J LL O ¢ LL lL z Q S QCL o rn.tW ¢ :� : J o co ' Y rPt^'+ Q= i- Q O Q tt <1 cU ¢F-fn0 ow cn PH � a q z o h z u z a W ¢ p z 4 LL g 0-o-= gzQ �o CJ >-�w pQ�� Qo ?� J m � > c L ^ ¢�=LL] zz> ow .\? >¢�. ccc�0 J m Lu 0 0 u w z 7-=m:�ET=9 =N LD -0 Fi-I-I- �xn S p y J p 0 z z 5 w O u Q O O w Jcnc mcn Z 0 o o w O O Q 4 0 } c a- a� H u Wp W } a a Q z}_ i �1 CQ z J :E Y Y d o 0 (� w - IY W w �; zz00wLL, �-- r-�- QL€00}} I1 w O w u W y w Z) z m z z z a a w U2, as Q !i2 LIE L- 01 REVISIONS REV DATE COMMENT BY NOT APPROVED FOR .____-_.----_-_ CONSTRUCTION S ; `t ._•--- �,,, r" yyy \° `; ^. t gg 1 E � __.,. -»»- 1 \i yy y t y PROJECT No.: V152000 DRAWN BY: EEN r r ( i /,,' F ✓` y i iS r' e,'_.__-___-_...._-_-__.___._-__--...___._______.__-__..__.__.____..___.__-___--------'--...---._...__--_.____.-___---___-__ CHECKED BY: RTY '� n ' 1 it �t /✓ '^ ^.`t � t\ i 4 € 9 r i ;' , i 4 # # t f d r _ _. DATE: 7131117 =: } € R y } rr'✓ tt t S i ;i t t f 1 t # E f t t/' „"- fi #} < 5 ' ✓' ✓ 9 i 4 , Y t I __.... _.______ i f 1 E t t f ` -____..__.._--___._____._____.______-__-__..__._.____.___._.__._._-._._-__-_.._._____---._____.______._.____------------ SCALE: 1'-30' r ,, ',- i .. ..,,.---_......._ i B y , ♦ y it .+ b CAD LD.: LPO IS R ! i i ! 4 a."-' .�-. " r"' °y 1 i ! d f � i € f # ! 4 E E = E 1( p'r____..__..,-._.___.___...._._..__.._____._.__._____-.._....._.___.._._......_.__..._-......_._-___.-_.-_..,...___.__.__._"___.._._.____-___ °'.,y \, '•, f PROJECT: r t i '." i f` i i E i i �'rp ,°✓ `f t 4 t ! 1 j e dl t { P J _._-.._-""__.. -_ 'f i i E t � E � t ' `, ` �`�' z' rr I __-_.._.___,__-.-„._.._-_-... - ♦♦ \ til f S 4 > t f k i t P r '.�'�-`- 4 = ff (l # 1 7 1 i € N 4��✓ # I € ! € t i 7f !t -___ ._ ���� ♦f�\{//,�#'��--„��'{��''' ��/P ��'�'-,!q,�\�/t��'l�-���j�"-'�q I t < is # ; ik t 3 f r tP `P tr7 1 t! tf JIf f P P ; ,, `I per..,---, T"'_....._ __,.,_„ P f = 3 € E E E ( rf �`/✓y .-” '-_`�-.___.—. _______ ..�___ -__-_._ _ ""'___. _...._—.._ ____._._ __...—._. __ y\ \S h! �5 t`1 }'1 f IdVJIY I1/' V _LL_OdPJi!� NT I ✓' r' _ f � S l f B e✓ r N, d f f %(j f ! , > f t J f t ti 1 3 •1 �. - ~ / i f f ! E ! t t .____-- f € E f # i I ! ,''"' \ t b 4 t\ i Jt___.._...._ i F i E � t € E ! f,....._.....___...___.,-_.__-_____.__._...-....__._........_.,._-____-__,....__..-._......_._._._____......__..... I € !``. ,1 4 t tS I i f ✓ .•, t f t 1 1l f a*.,..__,. _.____. •." r rr ,___ ... h ,..._.____._ _..__.__. 1 € !; It t t 4 5 f 1 > r d ! ,t ff f( d t Z ti tt . -_ rrrpf, ,✓ ss '._} #..............__..... _. ".�4y - _.- _...-__.._._ � E t ; E E E i € t t� l t t g i � A' f ! f t 7 ✓ ;. w/ # ! E € E € !.__-___.____._.____.__.__.__.__._.___.______.___..__.-___._-_.__._.__..___a ��, , ; ; , , ; 'R I f df 4 i f P ~, _...... E 8 k4 ' i s fx J tr f d 7 t -----,„__._--"----_-._.___,_... ___--�,. I € € E E I ! 3 s t E E i { � 9 1 I i �.'rl ... / I ' , # p E f Ny♦ 4 i E 41% 0.l t B r f f i P P � .." �„•� rre f E 1 E # i 3 3 f t ��-�+ �01f r P 7 6 t t f ..._.---.. ......•.."'" -" rA _. "'r ^,,- _..__'.___,.._....__..NNW __,...____.__.....___,_No „- ; ! I ! I E P } } f p € I 1t T '�O , ✓ P , t ! d t f --._____ .�� ---------- / ..Y ' E 1 € t ; ; € ! ��Ld'�`3l tf >> sr ff t 7 Af df 7t d` i '"f ry ",- -- r", s''~ ,o'' ✓,,."r r✓ _... ..»_,,. .................... .. \, • R ! s < > i 1 t 3 9 t ! 1 °' S s '` d ff / 8f .rr •' �,% "^"� ,, �,^., ~ \ _._'__.' d` ✓ f ! € E E € # 3 I 1 + 8� LIMITS OF t f , ___.__-_.________- � "`�_m_-___.__.___.___-_____-___.____.__.______-_____._._ t -_ �p �( AND i i i E i i i i i L/ai'll1All1�J� DISTURBANCE , ,_____.__.____._-___-_____________--___- __.._-___.___-_._______ — — — / f rf' / d f ,1 r '- -- _..._- _....___- __». »........._...._ r r' it aw / f � !P 1 8 'Y i i f w t � SECTION TI�'flN i ! } i ; ty--OM1 I S F t t _._.• r .. ___... _.,__ _.-_._...,._... ° F > f H .l � S! 't i 41 ��"'� y ,. r _17 I " �- - ' i f � ------ ---- .'r p �. .�s 4 r y / o l L' r . CC��FjT3C�i�T C)I° �I�'F' JOO�'% 'r ~. ""_-.., df r ' —_...a_.._ -_____. .._._._ ___--.__ LIMITS OF ,.• ,` �,/ `"^ �-___--_`-_.._-___-._.__----__-____.- r`' .� ,' a'v.,�� ,;'',�,;�,.:.��.,...'.. __�.'=___ aa'...•,•_....s_ tom; gl ° \ `.__._.___ ROUTERD PROP. SAVVCUT > __ DISTURBANCE- - "' p ,-' F r f R t `\ ♦__.___.___.__-- r - _.__. AND NATE ROUTE 643 ✓ h r 1 l I n r 'W 1 i �.� b —__.____. —___.____.__._.— ___ ______ INS — POLO GROUNDS ROAD I____-.___._________________ - w__________.___ __._.__-, l ___.__—______—_ —r CHARLOTTESVILLE ` ____ \ 4 rE - fr / /j' f/ - s ALBEMARLE COUNT A Wm \ -,- / 3VR-__-__-...___ --- 3QAC________ -' w..,.,.._a...,.". 1 INS -""-" rr h y 1 CC 1 INS - 1 INS__._ ___-____ -__ ._.___ _.______...__._ i VR -1 IN VR ___ 1 VR 1 VR 1 INS, P - i .,aN\ 8 VR -- - 2 VR - x, INS.p. T" ,r -3 INS -- - , N -T--b . , VR . _ '' g - - {�}}y�� {may ,✓ { 15 INS PROP.CG-6--/ d f3 ._.._._.,.-__�r•am _`__., ;Iz' __.__z , , `sem„ -. .._.._.. yr .. ,r' r'. _.__ - - ww.�. ,: v:_°! i l"t, \, � _ , _ _ _ ".-,.;a`""-'n'..�&._,....._v _ �.yy , .., ., f ♦r``3` „-' --__-� t N ,, 4 Jf % I � jhj a f /'/ N t\ \ M .., r ,,,z 1 CC 1 j n,; 1 2V ` q 4 PLO k� ., F i f ° 5 ---W—W— VY -1 VR W VV ' �;� W �-V�9 W Vi/ W W UV-2VR—tIU W W-;? € ,� Vd W W W W W-�� UV,a��7y s t ( / t i£-- Z.- f� .� ­_. _.� __ - - READ A "�`<�,. # PROP. CG -2 1 "> I + + 14+00 ' 15+00 PROP. CG -2/ 16+00 / 17+00 13 00 12 00 Ii j ( # 3 ! d G3 tt- 2 V if,3 f { T 5 1 PLO 1 PLO 1 INS 1 CC 1 INS 1 CC 1 INS r o QAC 1 INS 1 VR 1�PL0 1 INS 1 VR 1 CC `s_ir----- -- v1 3VR 1 VR "' 1 VR 1 INS 3' it 1 VR 1 PLO " 8 VR r2 VR j 0141 3INS El d t f�. R_ f t3INS-1 PLO -- -- -- ---- --- / ;.:,, 14INSOP.CG-6- 3Vs1 PLO_ v f' , ! f vc t f ----'� _. 6 �i -,�__. a. -_ ,__-`"'._- -- - _ E 1 CC ._ ,, i _ - 1 VR r 1 QAC 1 QAC 4 VR + 2VR d € A 12 VR .�,......,� .S.S,S,., S.S... S A S s s.. sxsxx 1 S-. SS $v �i x k�M 9° ,k..,...., -Y- S,. 4[a:. .''. .,r .'115 x r ro,S t ,a l f ./,» >: , a,/.' S ,.d , ,''S'S',''C'S,S .�'. na. „z,,..... .. .. .......:.L- f�>/ ;,�/ ,.,,/../ ... _ F \ " ... ,,,,, wom HEET�`, f jYTr l� 0 E00511 PROP. FH _. *swam MATCU IN . .. .. . MONO= mamma LIMITS OF DISTURBANCE I I I! zt B r f r ff___ .,_.... 4 swoon ommon 't,f` r 30 15 7.5 0 30 ROAD A L T� SCALE: 1"=30' '/ 1 30' i H:\151V152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLl.NW152000LP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:04 PM LAST SAVED BY: EVAN. NEWMAN O O N wl V DANIEL R. H1NE5 .0 LIC. No. 043176 ge 7/31/17 SIflNAL �: SHEET TITLE. LANDSCAPE PLAN SHEET NUMBER: C®704 I4t i PROP. CG -2- d s � r t 1 !4 i I` I�10+00 t t t � y t E I f 1 <7, f 4 9 I 1 ti i i v L [ t 0 k t: YM + 0 5 3 } i 4 1 lat s t ( / t i£-- Z.- f� .� ­_. _.� __ - - READ A "�`<�,. # PROP. CG -2 1 "> I + + 14+00 ' 15+00 PROP. CG -2/ 16+00 / 17+00 13 00 12 00 Ii j ( # 3 ! d G3 tt- 2 V if,3 f { T 5 1 PLO 1 PLO 1 INS 1 CC 1 INS 1 CC 1 INS r o QAC 1 INS 1 VR 1�PL0 1 INS 1 VR 1 CC `s_ir----- -- v1 3VR 1 VR "' 1 VR 1 INS 3' it 1 VR 1 PLO " 8 VR r2 VR j 0141 3INS El d t f�. R_ f t3INS-1 PLO -- -- -- ---- --- / ;.:,, 14INSOP.CG-6- 3Vs1 PLO_ v f' , ! f vc t f ----'� _. 6 �i -,�__. a. -_ ,__-`"'._- -- - _ E 1 CC ._ ,, i _ - 1 VR r 1 QAC 1 QAC 4 VR + 2VR d € A 12 VR .�,......,� .S.S,S,., S.S... S A S s s.. sxsxx 1 S-. SS $v �i x k�M 9° ,k..,...., -Y- S,. 4[a:. .''. .,r .'115 x r ro,S t ,a l f ./,» >: , a,/.' S ,.d , ,''S'S',''C'S,S .�'. na. „z,,..... .. .. .......:.L- f�>/ ;,�/ ,.,,/../ ... _ F \ " ... ,,,,, wom HEET�`, f jYTr l� 0 E00511 PROP. FH _. *swam MATCU IN . .. .. . MONO= mamma LIMITS OF DISTURBANCE I I I! zt B r f r ff___ .,_.... 4 swoon ommon 't,f` r 30 15 7.5 0 30 ROAD A L T� SCALE: 1"=30' '/ 1 30' i H:\151V152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLl.NW152000LP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:04 PM LAST SAVED BY: EVAN. NEWMAN O O N wl V DANIEL R. H1NE5 .0 LIC. No. 043176 ge 7/31/17 SIflNAL �: SHEET TITLE. LANDSCAPE PLAN SHEET NUMBER: C®704 LANDSCAPE SCHF. ULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. CONT. SHADE TREE(S) QAC 38 PLO 104 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2112-3" GAL. B+B SUBTOTAL: 142 ORNAMENTALTREES CCFP 120 CERCISCANADENSIS'FORESTPANSY FOREST PANSY REDBUD 2-21/2'CAL. B+B SUBTOTAL. 20 r 3JV 5 } 1 EVERGREENTREES 10 222 ILEX OPACA AMERICAN HOLLY 6-8' B+B JV 210 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-10' B+B PS 139 FINDS STROBUS EASTERN WHITE PINE 6-T B+B SUBTOTAL: 571 i EVERGREEN SHRUBS ' VR 168 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 34 B+B INS 82 210 ,`. 210 SUBTOTAL: 250 3PS 3 3JV 1 \ i , , ti k � \ 1 \ S t1 4 1 , \ CY* H:\15\V15200MDRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLAN\V152000LP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:04 PM LAST SAVED BY: EVAN.NEWMAN " r r - s _ f I ,p r � --- r r f P 4 d / �.. y d wmara•��S � � "PP �m_,.,P..-}---.,-.......... �;�%..--..._.. _._. r1 dJ rj rp 7 i r Pd dfs t\ ' PI dt !I r dt a�ytl 4 (r��y U.S. RIUTE 29 SEMIN�L� TRAILk- --- t p1''.`;E;'..5 it t d P s r P a ) fill d P d P r r i d p d p SEMINOLE TRAIL ROAD SCALE: 1"= 30' 30 15 7.5 0 30 1 "= 30' E- K- ULLf ¢ K W-1zd�� am —<-1 g a� Q Of0< < o0 � Co Cfd w No ZLu o ¢❑ ZQ ua ¢n -i �z¢ Z > zQ ��Oz opw J w CD 2 } c-, — U ¢(/12 wz z5; o§m t w 0 O w w Q z C1 w O w¢ O O w 53 JU) K CID CO ZU z� b �p Cad oO ¢o t o w} C wZ¢ zwd = Jr rP2 zYYgnit s Lu (9 D �LvL i5 Q W O O O w w ? }} o� a w c w w w= < w wzmzZza- z v s= b Qm cea REV DATE COMMENT BY }SNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 111=30' CAD I,D.: LPO PROJECT: R ,SAD IMPROVEMENT PLAN OR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA V DANIEL R, HINES 7 .0 LiC. No.043176 At 7/31117 i1�f SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-705 310 r 3JV 5 } 1 3 CCFP 1 CCFPf { i 310 i \ ; t \ 310 110 i ' 210 2 CCFP 1 JV �"'. 210 ,`. 210 3CCFP 3PS 3 3JV 1 CCFP 3JV 310 ,, 110 �, 2CCFP � 3JV `, 5q ` ___.-_.__.. -- 1 CCFP ------ aB 1 JV 3JV 1 CCFP 2 CCFP 4 JV 310 ___ — — .__--- 310 -_._---------- --- 60 O 7 i ' ' 310 i 410 3 JV_ .--_____.____.___.____--___ --._-...-..__.------------ 310 • _ ------------- - CCFP 1 CCFP "- 3 PLO - - 2 PLO _ " 3 PS " 3 PLO 1 PLO-- -~-.__ - - 3PS µ 3 JV 4 PS 4 JV_ '- _1 10w_ _ 3 PS 210 3 PS 3 JV 2 PLO `-3 PS --------------- 2 PLOT 3 PLO __ 3 PLO 2 PS _ - - .... _ _ - -- 3PS-- _._____._._-__.__.�_-.___ ~_" -` - - __..____ ------------ - _ _-_--_r_-_ ______ - _._____-_._. _- ---------------------------- _____._ _. -------------- - ______ _ ________._-___--_-----_-------_-. 1 \ i , , ti k � \ 1 \ S t1 4 1 , \ CY* H:\15\V15200MDRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLAN\V152000LP0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:04 PM LAST SAVED BY: EVAN.NEWMAN " r r - s _ f I ,p r � --- r r f P 4 d / �.. y d wmara•��S � � "PP �m_,.,P..-}---.,-.......... �;�%..--..._.. _._. r1 dJ rj rp 7 i r Pd dfs t\ ' PI dt !I r dt a�ytl 4 (r��y U.S. RIUTE 29 SEMIN�L� TRAILk- --- t p1''.`;E;'..5 it t d P s r P a ) fill d P d P r r i d p d p SEMINOLE TRAIL ROAD SCALE: 1"= 30' 30 15 7.5 0 30 1 "= 30' E- K- ULLf ¢ K W-1zd�� am —<-1 g a� Q Of0< < o0 � Co Cfd w No ZLu o ¢❑ ZQ ua ¢n -i �z¢ Z > zQ ��Oz opw J w CD 2 } c-, — U ¢(/12 wz z5; o§m t w 0 O w w Q z C1 w O w¢ O O w 53 JU) K CID CO ZU z� b �p Cad oO ¢o t o w} C wZ¢ zwd = Jr rP2 zYYgnit s Lu (9 D �LvL i5 Q W O O O w w ? }} o� a w c w w w= < w wzmzZza- z v s= b Qm cea REV DATE COMMENT BY }SNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 111=30' CAD I,D.: LPO PROJECT: R ,SAD IMPROVEMENT PLAN OR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA V DANIEL R, HINES 7 .0 LiC. No.043176 At 7/31117 i1�f SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: C-705 LANDSCAPE SCAPE SIP'ECIFICATIONS 1. SCOPE OF WORK: THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL PREPARATION, PERMANENT SEEDIN OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. MATERIALS A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (I"), WOOD, ROOTS, VEGETABLE MATTER AND CLAY CLODS. C. LAWN -ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. 1.1. LAWN SEED MIXTURE SHALLBE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. D. MULCH - THE MULCH AROUND T E PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. E. FERTILIZER 1.1. FERTILIZER SHALL BE DELIV�RED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD BAGS SHOWING WEIGHT, AN AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. F. PLANT MATERIAL 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'/4", WHICH HAVE NOT BEEN CO IPLETELY CALLUSED, SHALL BE REJECTED. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH: WELL DEVELOPEDi BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EGGS OR LARVAE. 1.6. CALIPER MEASUREMENTS Or NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE LONGEST BRANCH. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. A. CONTRACTOR TO UTILIZE WORKi ANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE CONSTRUCTION. THE SITE IS TOi BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, MATERIALS AND TOOLS SHALL BIE PROPERLY STORED, STOCKPILED OR DISPOSED OF. B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. 4. SITE PREPARATIONS A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. 5. TREE PROTECTION A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. A FORTY-EIGHT INCH (48") HIGH OODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED WITHIN THE TREE PROTECTION DETAIL. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING AGENCY PRIOR TO DEMOLITION,; GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION ZONE. 6. SOIL MODIFICATIONS A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS PERFORMED BY A CERTIFIED SOIL LABORATORY. 1.1. TO INCREASE A SANDY SOI�S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MATTER INTO THE TOP 6-12'1. USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDYI SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF TIHE TOTAL MIX. 7. FINISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (1"±). C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE (GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. 8. TOPSOILING A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONSIAS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): 1.1, 20 POUNDS 'GROW POWER' iOR APPROVED EQUAL 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. H: 1151V152000\DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLjN\V152000SD0.DWG PRINTED BY: EVAN.NEWb1AN 7.31 17 @ 2:05 PM LAST SAVED BY'. RYAUGER 9. PLANTING A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS: 1.1. PLANTS: MARCH 15 TO DECEMBER 15 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA QUERCUS VARIETIES LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: • 1 PART PEAT MOSS • 1 PART COMPOSTED COW MANURE BY VOLUME • 3 PARTS TOPSOIL BY VOLUME • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: A) 2 TABLETS PER 1 GALLON PLANT B) 3 TABLETS PER 5 GALLON PLANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PLANTS: 2 TABLETS PERI/2" CALIPER OF TRUNK J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND WATER THOROUGHLY. K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. M. GROUND COVER AREAS SHALL RECEIVE A11/d' LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2) FROM EXISTING STRUCTURES AND SIDEWALKS. 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN. 10. TRANSPLANTING (WHEN REQUIRED) A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREES. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. 12. GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED AREAS ARE TO BE CLEANED. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. DO NOT ST/ WRAF PREPARE W PLANTING H( OR TWICE THI OF THE RO( WHICH G PREPARED,' TREES 1 PART PEA PART COW M PARTS UNDISTURB SUBGRA DIG WIDE, SHA WITH TAP TAMP SOIL SOLID RIICF OF ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE ARCHITECT FOLD BURLAP AWAY FROM TOP OF ROOT BALL SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 4" BUILT-UP EARTH SAUCER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. 4-6" DEEPER THAN ROOT BALL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. EVERGREEN Ti'rD\"—EE PLANTING DETAIL NOT TO SCALE ONLY TREES WITH ONE MAIN LEADER o a a a SHALL BE PURCHASED. DO NOT PRUNE U ¢O z o R TREE AT PLANTING UNLESS DIRECTED p� zwc7 4J � J J LL w w Q u TO BY PROJECT LANDSCAPE ARCHITECT DO NOT STAKE ° OR WRAP TRUNK ° FOLD BURLAP AWAY FROM a PREPARE WIDTH OF ° TOP OF ROOT BALL PLANTING HOLE 6 FT OR ° TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE a a oo THE ROOT BALL; °v a ° OR SEVERAL INCHES HIGHER IN WHICHEVER IS GREATER a POORLY DRAINING SOILS. b 4" BUILT-UP EARTH SAUCER PREPARED SOIL FOR TREES 3" THICK LAYER OF DARK BROWN DOUBLE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1 PART COW MANURE 3 PARTS TOPSOIL Q BEFORE PLANTING ADD 3 TO 4" }o 0� ° a� Lu> ¢ aQ Lu Z¢� z w x r OF WELL -COMPOSTED LEAVES OR UNDISTURBED RECYCLED YARD WASTE TO BED SUBGRADE -- — — — I -III- I I AND TILL INTO TOP 6" OF - -III -I I= I I PREPARED SOIL. `__ 4-6" DEEPER THAN ROOT BALL DIG WIDE, SHALLOW HOLE — =_=III=I I — _ — I (-III—III—) I I—� �_ I I—� (l- REMOVE THE TOP 113 OF THE WIRE BASKET IF _) WITH TAMPED SIDES "—III—) I I �— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AROUND BASE OF INTO PLANTING HOLE ROOT BALL SET ROOT BALL ON FIRM REV PAD IN BOTTOM OF HOLE SUPPLEMENT. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. DECIDUOUS �lI'JIIDXEE PLANTING DETAIL NOT TO SCALE PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH SOIL CONDITIONS BEFORE PLANTING, ADD 3 TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE 8-12" REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN � PLANTI SHRU� \y GIT-)) NOT TO SCALE INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE FOR CONTAINER -GROWN SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH FINISHED GRADE PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE. UNDISTURBED SUBGRADE SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL. PLANT MATERIAL SPACED AS SPECIFIED. SEE LANDSCAPE SCHEDULE FOR PROPOSED SPACING. MINIMUM 6" TOPSOIL EXISTING SUBSOIL :III dIMII-�I M, ;II.I:IIII-I III -I � I-- -III III TYPICAL PERENNIAL AND GROUND COVER PLANTING D= PROPOSED ON CENTER (O.C.) SPACING SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS DO NOT WRAP TRUNK REINFORCED RUBBER HOSE (1/2" DIA.) 12 GAUGE GALVANIZED WIRE GUYS TWISTED 2" DIA, HARDWOOD STAKES 2/3 TREE HT. 2 PER TREE EXISTING GRADE PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ° ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE °do ARCHITECT SET ROOT BALL FLUSH TO GRADE OR �SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 3" THICK LAYER OF DARK BROWN DOUBLE SHREDDED HARDWOOD MULCH 4" BUILT-UP EARTH SAUCER BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED LEAVES OR RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL. REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PRESENT. ANY AND ALL TWINE SHALL BE REMOVED FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE FREE PLANTING SING ON SLOPE DETAIL NOT TO SCALE SEEDING SPECaIFICATI`�..',NS 1. MATERIAL: 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE SPECIFIED COMPOSITION: 1.1.1. 80°% - TURF TYPE TALL FESCUE SEED 1.1.2. 10% - KENTUCKY BLUEGRASS SEED 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE THROUGH THE STRAW LAYER. 2. EXECUTION AND PREPARATION: 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED OF ALL DEBRIS LARGER THAN 2" DIAMETER. 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF COMPACTION. 3. INSTALLATION: 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A RATE OF 80LBS PER ACRE. 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS.) 4. MAINTENANCE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER APPLICATION RATES. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. M -w U ¢O z o R p� zwc7 4J � J J LL w w Q u x O w e ZQ=) �m _ o �w Z w= oa Z tea. Q Lu o z&� o zQ o0 o 0 a a U >- z yam,(s �-z¢ >--- Z2D Wo E9i www �¢>0, o� J w m �� Q' b a a ¢ �zz> ow >LLuu0 OwwQ m= xxm �xx� w o w Q O O w �co ci� mcnzU 0 go z O < Q }o 0� ° a� Lu> ¢ aQ Lu Z¢� z w x r Z J 2i Y Ycf) d o 0 � Lu (D -0C =fj� w ; z ¢ w O 0 o w w z IC -0- }��m ow �S o z Fi D- w O w w w 2 RE Z)zm Zzz0- - ou ;?7, ;?7, z REVISIONS REV DATE COMMENT BY LL KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: NOT TO SCALE CAD 1. D.: SDO PROJECT: R"dAlli IMPR/`' EMENT PLAN FOR P'OL'O ,GROUNDS D �pROAD��A�7N7 SECTION I LOICATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER E N G1 N E E R1 N G 28 BLACKWELL PARI{ LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com U DANIEL R. HINES ,p Lic. No. 043176 ' 7/31/17 flNAIL . . SHEET TITLE: LANDC��P� NcC,J)"TES AND DETAILS SHEET NUMBER: C-706 380 370 360 350 370 360 350 PROP 340 STM A02 STM B02 PROP. GRADE ...... ........ _.__ PROP. GRADE STM -- — -- 15' RCP TB20 A52 7.48'-15"RCP @0.5)/1 0 l STM 10 YR HGL i _.._._. STM .. 22g EX. GRA E A51 i 640 � C -9N =- C v CD PR0P.GRA o 0 - - EX. GRADE - .--r- c`? M STM 0 r= n. m =O o> qC3 °I° A50 - ---- 1 YR HGL - -- ___.___ I -_._-_-------------- 5 RCP I I - 1< f � "1 22.64'- M L M p c6 F f -_ ------- _ 24" RCP L=16' 41,11 + @ 8.83% B31 CLASS Al _____ i D=1.2' STM 21.12' - 10+00 10+50 11+00 ___ _._..._._.._,_ ,.. ^ m___..__—_._._._._.__ L=16' O ___ STM 605 W=18' 36.93'- CV / B04 - cv m 'r 45.06- 5.05'-@ XC7 C 2 f ----- __.__--- _._--- _.__._._._.____ Z m� ¢ 0 I I I o v = � _ ------ ._._.___ O 2 '--' rn STM z O N fZ o a m O + ✓ � 1�CN-��(� Cj N C'7 0 N N Lo M H B02 IL EZ to m O Lr) m O t� M o 2 In _ � U' co ' Lr)� co E5 CO M� OO a MZ M M r Z Z p __._._._._._._._._.___ B03 - p M I— d MZ 0 . m In Pzzi =O O ------------._._._.. m ,6 H m0 + O rL> > > > EX. ADE ; + O �> > > r a Z . CLASS Al + > o� d �Z Z Z Z r d it z �2 EZ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 PROPOSED STORM A31 TO A02 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 10+CO 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED STORM B01 TO B05 SCALE: 1 "= 50 ' HORIZONTAL 1"= 5' VERTICAL H:1151V7520001DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLA 1V752000PD0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:07 PM LAST SAVED BY: DREARDON 370 360 360 350 350 340 340 330 380 370 360 350 370 360 PROP 350 STM B02 STM ...... ........ _.__ PROP. GRADE STM -- — -- ---------_.__ TB20 A52 7.48'-15"RCP @0.5)/1 0 l STM 10 YR HGL i _.._._. STM .. N _ _._._ EX. GRA E A51 i 640 � C -9N =- C v CD PR0P.GRA o 0 m PROP. i c`? M STM 0 r= n. m =O o> > > + f A50 - ---- 2 FZ £X. GRADE _._----- - -- ___.___ I -_._-_-------------- I I I - 1< f � "1 22.64'- M L M p c6 F f 1 I r0- LL mZ Z O N d 24" RCP L=16' 41,11 + @ 8.83% B31 CLASS Al _____ i D=1.2' STM 21.12' - 10+00 10+50 11+00 ___ _._..._._.._,_ ,.. ^ m___..__—_._._._._.__ L=16' O ___ STM 605 W=18' 36.93'- CV / B04 - cv m 2 C; 45.06- 5.05'-@ XC7 C 2 f ----- __.__--- _._--- _.__._._._.____ Z m� ¢ 0 I I I o v I 16a -.___._._._.___ 22 _ ------ ._._.___ O @9.03% STM z O N fZ o a m O + ✓ 10YRH L H v G7 H B02 IL EZ STM 2 In _ � U' __._..._. -. __._._._._._._._._.___ B03 - ------._._.. . m In Pzzi =O O ------------._._._.. o CD PROP. GRAD ', Z_ LO EX. ADE ; D =1.1' .Zi> Q�zz > r a Z . CLASS Al N 10+00 10+50 11+00 O ° L=8' W=10' C`J CO��N... 2 t �fJ � � . _ 47 �S ch ----__._-_- _-- --- --- ----__ CO ------------------- ---__._._-- 15 -- _- O -. C Oo �O O L''oz0 T2> � �O + o > a Z + O > �z z + If O 0- > = ry CO Cp M N M W o� �p p coM o �Z p 47.23'- CA p M~ ai d o d C) 0 �> f 11� g coi0 +cl) �.> 15" RCP 0.64% Q d. d'Z Z BTM SAN 349.51' a- 2Z @ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 TOP STM 346.17' r CLEAR: 3.34' ___ .___.___._.__.__.__---- ------------------------- 10 YR HGL ___ fW CLASS A1 RIP-RIP L=8' W=10' D =1.1' 45.73' 15" RCP 1.09/0 ---Rl'09% ....._..._----..._...... LO._, --- __ N �.__._..__ ._._.__.___._._.__ �0 00 _ ___ M �--_ _ ,_ O m V �_..e,__Q.___.._- m 04 m min N N m = _ Cn Z X F L9 in in r oo H C7 =' L0 t- in CD = o T CD o z ai = r '=- �o m m ��+ � _ oo m °�sn O = m zo ciuic M M I-' N CJ h- C7 p O M 61 V' m r CV p �Ci o [L� ZZp acizp so Qs'njZO dt.jQ a d� Z Z Z �Z Z d Cr Z �Z 10+CO 10+50 11+00 11+50 12+00 12+50 13+00 PROPOSED STORM B01 TO B05 SCALE: 1 "= 50 ' HORIZONTAL 1"= 5' VERTICAL H:1151V7520001DRAWINGS\PLAN SETS\ROAD IMPROVEMENT PLA 1V752000PD0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:07 PM LAST SAVED BY: DREARDON 370 360 360 350 350 340 340 330 380 370 360 350 370 360 PROP 350 10+00 10+00 10+50 11+00 PROPOSED STORM A52 TO A50 SCALE: 1"= 50' HORIZONTAL V= 5 ' VERTICAL --------------- I STM B02 STM ...... ........ _.__ PROP. GRADE STM -- — -- ---------_.__ TB20 A52 7.48'-15"RCP @0.5)/1 0 A62 STM 10 YR HGL i _.._._. STM .. N _ _._._ EX. GRA E A51 v uo 640 � C -9N =- C v CD PR0P.GRA o 0 m PROP. RADE c`? M STM 0 r= n. m =O o> > > + - A50 - ---- 2 FZ £X. GRADE _._----- - -- ___.___ I -_._-_-------------- I I I - 1< f � "1 22.64'- M L M p c6 F f 1 I r0- LL mZ Z O N d 24" RCP L=16' 41,11 + @ 8.83% B31 CLASS Al _____ i D=1.2' RIP -RIP 21.12' - 10+00 10+50 11+00 ___ _._..._._.._,_ ,.. ^ m___..__—_._._._._.__ L=16' O ___ B30 24" RCP W=18' 36.93'- CV ; @ 8.76% - cv m 2 C; 45.06- 5.05'-@ XC7 C 2 ----- __.__--- _._--- _.__._._._.____ Z m� ¢ 0 I I I o v I 16a -.___._._._.___ 22 _ ------ ._._.___ O @9.03% d O z O N fZ o a m O + CLASS Al 10YRH L H v G7 H IL EZ RIP -RIP 2 In 2 � U' r D �v, L=12' 04 C"1 ?Z_? C J W SDH mQ . m In Pzzi =O O W=14' o CD a cC.,0 co 0Sc> a Z_ LO O +O D =1.1' .Zi> Q�zz > r a Z . CLASS Al N 10+00 10+50 11+00 O N L=8' W=10' C`J CO��N... 2 t �fJ � � . _ 47 �S ch O oC6 c.)LO (7 n ZF CO LI-_ O M C Oo �O O L''oz0 T2> � �O + o > a Z + O > �z z + If O 0- > = ry CO Cp M N M W o� �p p coM o �Z p 10+00 10+00 10+50 11+00 PROPOSED STORM A52 TO A50 SCALE: 1"= 50' HORIZONTAL V= 5 ' VERTICAL --------------- I STM B02 _ .... ...... ........ _.__ PROP. GRADE STM STM STM TB20 -_-,---PROP. GRA 7.48'-15"RCP @0.5)/1 0 A62 EX. GRAD 10 YR HGL i _.._._. STM .. N _ _._._ __-------_-- v uo 640 � C -9N =- C v CD PR0P.GRA o 0 m I LO LoQ cci c`? M 0 r= n. m =O o> > > + > a �Z Z Z 2 FZ £X. GRADE _._----- _WET 1 10+00 10+50 11+00 PROPOSED STORM B20 TO B02 SCALE: 1"= 50' HORIZONTAL 1"= 5 ' VERTICAL 360 350 340 330 370 360 350 PROF 340 380 370 370 360 PROP 360 350 350 —__._..__________.-___. .__._-_________________.__._._._._._._._5.___._._.�_.__.__._______... STM ---------------- - .__.._...__._..._.........____�.___._._. STM A70 STM STM -_-,---PROP. GRA B32 A62 ---- PROP.GRA _ _.._._. STM .. _.-..-------- -- _ ____._._.__._._ __-------_-- A61 640 i PR0P.GRA E I CLEAR: 1.23' I STM ___............__..._._._._._......___ _ I f _ _._._._._. Q __ A60 1 I _ 24" RCP £X. GRADE _._----- _WET 1 -- ___.___ I -_._-_-------------- I I I - 1< E m "1 22.64'- M L M p c6 F M + r0- LL mZ Z O N d 24" RCP L=16' 41,11 + @ 8.83% B31 CLASS Al IL z i D=1.2' RIP -RIP / 1 10+00 10+50 11+00 ___ _._..._._.._,_ ,.. ^ m___..__—_._._._._.__ L=16' O ___ B30 W=18' 36.93'- CV ; RCP._......__..___._._.___ - cv m 2 C; @ 8.94% XC7 C 2 ----- __.__--- _._--- _.__._._._.____ Z m� ¢ 0 I I I o v I 16a -.___._._._.___ 22 _ ------ ._._.___ O D d O z O N fZ o a m O + LF 10YRH L H v G7 H IL EZ a 2 In 2 � U' r D �v, 6dcc M 04 C"1 ?Z_? C J W SDH mQ . m In Pzzi =O O I— o CD a cC.,0 co 0Sc> a Z_ LO O +O +O a �z .Zi> Q�zz > r a Z . CLASS Al 10+00 10+50 11+00 PROPOSED STORM A62 TO A60 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 380 370 360 350 380 370 360 STM __ EX. _GRAD STM ---------------- - A05 STM A70 STM ......... _____�.--_-.-__ -_-,---PROP. GRA B32 15"RCP@1.51(° ---- PROP.GRA fl X. GRADE 56.25' STM BTM STM 371.65' 640 --� f✓ TOP WTR 370.42' 10 YR HGL Ll CLEAR: 1.23' I EX. GRADE ___............__..._._._._._......___ _ V ..N......___o....S..._._._ f _ _._._._._. Q __ __. ____.______.___.._..._._. 1 I _ 24" RCP 24" RCP -- / I PR P. GRADE @ 9.35% m O 9Lu m "1 M COCOCO M M }J M L M p c6 F M + r0- LL mZ Z O N d IL M O O�> L=16' cOL� >>> + + B31 0 -of IL z D=1.2' STM / 1 10+00 10+50 11+00 PROPOSED STORK A05 TO A70 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL PROPOSED STORM B30 TO B32 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 370 360 350 340 380 370 360 350 380 370 360 --------- _ - STM B42 ---------------- - STM STM 641 B32 ---- PROP.GRA fl X. GRADE STM 640 --� f✓ EX. GRADE 38.68' 1 I _ 24" RCP 24" RCP -- / I PR P. GRADE @ 9.35% PROP. CLASS Al 1 I "1 RIP -RIP ---------------------------------------- ----____---------------- STM -7--- L=16' B31 D=1.2' STM / 1 ___ _._..._._.._,_ ,.. ^ m___..__—_._._._._.__ O ___ B30 CV H- N -F C9 sn s I - cv m 2 C; S XC7 C 2 Z m� ¢ 0 _.............................. _ ._.___-.-- 16a -.___._._._.___ 22 -- ------ ._._.___ ------------------- ----- . __- d O z O N fZ o a m O + 10YRH L > > + 0 IL EZ a Z Z o � a @ 0.87% 00.51' 15" RCP . CLASS Al RIP -RIP 10 YR HGL L=8' W=10' „_.__.__.__.__.__..__._.. O ,___.,_._._._._._._ O m y Z H - Co _ m • _ V N CrJ z = h ¢ D] Iti U) M o m co = ry CO Cp M N M W o� �p p coM o �Z p CA p M~ ai d o d C) 0 �> ca a d o " o+ 0, 2> > coi0 +cl) �.> d E? Q d. d'Z Z a- 2Z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 PROPOSED STORM B30 TO B32 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 370 360 350 340 380 370 360 350 380 370 360 10+00 10+50 11+00 PROPOSED STORM B42 TO B40 SCALE: 1 "= 50 ' HORIZONTAL 1"= 5' VERTICAL E FS z o O ow P� w�w B,0 LL =__j K w OO _ U Q 14 U < o ow Ny S � S C3 b � U01 z ¢ o z¢ LLo ate= gz¢ wo wLu �w���c� W >wOOLLLIwQ 0 Y) ==Co 2E=_B Z�u c?�o�F-F-1-- Cit =_= J=12�z z5 w O w¢ O w E- J A[C m100ZU o 4, rh r o aP4� z � o O ¢ Qo sn � a L ¢ � b w4z ¢�W= �> z wCD �CCLyJ z Z Q w O 0 0 w w - >- } -< ow F14 aw0www= �w �� =zmzzza qr g� �s�o � ua REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 380 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE: AS NOTED CAD I. D.: PDO 370 360 350 PROJECT: RIOAD IMP 0"VEMENT PLAN FOR POLO GROUNDS � ROAD -�.���ND BROOKHILL L SBCTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, !VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com r -SHEET TITLE: STORM PROFILES --------- _ - STM B42 ---------------- - ___._._._._.-- STM 641 ---- PROP.GRA E - -- -------___._._.____ STM 640 --� f✓ EX. GRADE 38.68' _ 24" RCP 24" RCP -- @ 10.42% @ 9.35% PROP. CLASS Al RIP -RIP L=16' W=18' D=1.2' ___ _._..._._.._,_ ,.. ^ m___..__—_._._._._.__ O ___ ___...._,_,_.__.___.__..._.__— CV H- N -F C9 sn CD - cv m 2 C; S XC7 C 2 Z m� ¢ 0 o m in W m o o+ to [E c*) O ao O + d O z O N fZ o a m O + �> O > > + 0 IL EZ a Z Z o � a 10+00 10+50 11+00 PROPOSED STORM B42 TO B40 SCALE: 1 "= 50 ' HORIZONTAL 1"= 5' VERTICAL E FS z o O ow P� w�w B,0 LL =__j K w OO _ U Q 14 U < o ow Ny S � S C3 b � U01 z ¢ o z¢ LLo ate= gz¢ wo wLu �w���c� W >wOOLLLIwQ 0 Y) ==Co 2E=_B Z�u c?�o�F-F-1-- Cit =_= J=12�z z5 w O w¢ O w E- J A[C m100ZU o 4, rh r o aP4� z � o O ¢ Qo sn � a L ¢ � b w4z ¢�W= �> z wCD �CCLyJ z Z Q w O 0 0 w w - >- } -< ow F14 aw0www= �w �� =zmzzza qr g� �s�o � ua REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 380 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE: AS NOTED CAD I. D.: PDO 370 360 350 PROJECT: RIOAD IMP 0"VEMENT PLAN FOR POLO GROUNDS � ROAD -�.���ND BROOKHILL L SBCTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, !VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com r -SHEET TITLE: STORM PROFILES a � z :) 16dz o ow y zLL J O � w OCH v7 � z¢=¢ �m �¢g��� T"'T', D C) < � o o w Z ¢� z u ❑ �� ❑ z¢ o0 Z tea= gz¢ �,W ❑Q�� ffi mum �:E>[r ¢v~ixzz> >w�Ldww¢ a=0Ow . xxm�x=rt C7 -0 NN wow¢oow 63 6a .ai 1n K cd U) zU zo Ra 0'e, r � PH �o 0 0 ¢ 40 N wZ¢¢zW Yz u (9CL Q. � Lu Z O --zZOOLUu w- ¢ u10>->- to C~)��Sy�� z W� uu0uuuI QW. pq ❑zmzzzo- ow a Ua REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT ,APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: AS NOTED CAD I.D.: PDO PROJECT: RlOAD IMPIR\0 Y EAU ENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA SHEET TITLE: STORM ;;MEET NUMBER: C-803 H:\15\V 152000\DRAWINGS\PLAN SET&ROAD IMPROVEMENT PLANW152000PDO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:07 PM LAST SAVED BY: DREARDON H:\15\V152000\DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLA \V152000PDO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:07 PM LAST SAVED BY: DREARDON �_________ +I I __ ( __ f -- _______- _ 480 F HU , I =o F"CD I j UQF no moo. wn i ( ! ! p I--- 3 r - € �_—_»_» _- - _-_-_ _____ __________ »_ ----- 3 __._.____ _ _» »____ »___ E _- ------------- __-__ __» _ i __ -- _________ _. __-_.__.____. 470 - Q� 2oo o Q ° = g ZQ > W W Q D UrLE s i j I OOW W:� �a I Q =02 Q00Z %s C,)� WOn� cc o -----_ --_--__ % € I Q o > w 0 2 D f I � Q iI ( q__......_ ---__ I ______-.____...__.�... 3 i _.___�______ _ _- _— - ---_--_______ ! ---- _-- -__ _- ___ ____ _ .— ___-- ---------____-- ---_ ___ ___ _.________ _ _-___ _ 460 Q Q z W= r ~ w o Q ° W o Q W O W W W Z z� Z) z co z Z z d o w v * ,' `4� m cn f i ( I fq i I REVISIONS 1S1\i.lNS REV DATE COMMENT BY r E I `' r ;, Sysxr pig E ( i I F ( ---____ --------- I 450 I I I STM c20 11-- 3 — £X. GRADESTM - i C19 » i —f - - - - __ -------- :L STM STM - - - - - y STM - �TI1d STM - -- - _ - - I- - _ STM - ' _ G1$— - _ - ;r", STM C14 d C15 C16 C17 STM L` C12 I C11 " 11 1 3 I I --- - _ 15"RCP @1.12% ! C10 STM C09 18" R 0.99% 100.6 ' CP i I { rc'a 11 1 24" RCP @ 0.92% 78.10' - 4' RCP @ 0.83% $1.75' - 24" RCP 59, ( 9 34' - ---- - - --- - ----- �� -_-_ _ _____------- _ �____. ----. _ _ _ 4" "RGP @�8% ____.---_ _ __» _ _ - _ __ --------_ 10 YR HGL_._ yi sft: 1 228.$0' - 24° CP @ 0.83% I i I �q.36' 24 s is. @ 2.22°l0 f ( , I 10 YR tIGL ;; I i %i 1lV NOW WHAT'S BELOW ROP. SL 1 I _______ __-_»_ __________ ._ ___.___ __ _ _ _-- __-- - --- _ -- - _ ___-- _______ ___ _ _ — -- - ___ _ ( -- - - - » -- ----------- - -- ----- ---- _ ____ 430 ALWAYS CALL 811 BEFORE YOU DIG rIA7- fi It's fast. It's free. It's the law. I NOT APPROVE® FOR 4" RC=+a _ - ----- -- - -------- ------ - -- - -- -- CONSTRUCTION 40.18'- ° I I 24" RCP @ 4.73% y s I I ! I PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY — 4yS 4 t „� ------------- -----------.__. _-- _---____-- _ . -__ —_-__ �____ _ _ ---._-_ _--_-- — .)- -- - - _ w -- -- -_-_ _ - _ _— ._ _. ---- ----- - ____ __---__ ___________ "- _____ ____ _ _ _ ______ _ _ 420 DATE: 7131/17 AS N " TED CAD I.D.: PDO PROJECT: ( I ROAD '1 ( IMPROVEMENT r"i' g1 i p �l/ `] PLANi I i FOR III R LO GROU DS Si4{iy »»___-_____. 1 410 Ji ROAD it A.1_// Ay � I SUN �j7y ���7 BROOKHILL I I 1VI I SECTION I I € f mga,y1 ' LOCATION OF SIT i, ROUTE 29 SEMINOLE TRAIL RD ' y r,;`` - ----- -»"_-________-_____ ^_�^� ------i_ � ______________ D STATE ROUTE 643 i � POLO GROUNDS ROAD "`''``' ' I I CHARLOTTESVILLE I ALBEMARLE COUNTY, VA ,:t ___ ____ ___ _ ___— ___ »» __ __ ____._»___ _ __.___ _- __ __ _ _ »___ ----- 3 _ ___- ------ 400 01 1 I g r ; _______ __ _ _ -- s _ __ __ _ _ _ __ i BOHLEROil i NGINEII RING I o 28 BLACKWELL PARK LANE, SUITE 201 ! I WARRENTON, VIRGINIA 20'186 "" -- --_»- ____ . _ ._ — -- _ -` - _ __ -- -- `- -__ --_--_-------- _-- — - — - - - _ - _ ._ -- -_—1-(» I _____ _____________ Phone: (540) 349-4500 f Fax: (540)349-0321 i , i 3 390 _ •1�,►�'. DANIEL R. HINES I i O Oy'i zz Ip N S M ! •-• m Lic. No. 043176 til W O o :V N r O �i v i C.J v to 2 '--' O S 2 I� O , ` - yy yy y: y ^ 1 F ,.r cV b v O = tL] O O LO - i --�; _- co 0 � c9 F d. Z Z C.7 V O X X _ � m rD W Z - U, Z LY1 ,F, --____—_ i .N..� N M tNfJ �. v C 7 N Lo 2 N >b M M ? = i— 4 X X C.7 v O 2 Z W �[p O Q r H �lcV m Q I N i = X W �..� 2 h e:i to m M _-_-__-_-__._;______ __ vv E in itr =, c - N N m ___._ _ _____.n.____.._ ._._ -- Z ¢ m 7/31 /17 �4 � SS 4NAL - . N m r m N ch V V V CO M P� t' N y' ;S i 1' m N M c6 r M <C cM*J.� Q M V Cn M (� W _ N 7 .M H M M co -Y n N M M Ln f- I V �. Q �- c' r': M CO CJ V r: M M V F Q M M CO V .M M M -. N N I-- N — . N N— • N O Q V r 0 ti 7 c- CO C' � M M 7) 3 ¢r , t V, h- — N b" W V Z W — H - N O q' CQ V" 1Z 'a" Z d d N N Cl V' Z i-- cD O) C' M a Z - I- op ti! W M V Z LL. Z d; C� M V V' H O a F- W C' d f` d V C i d Z Z 3 Q N t - d M d tQ SHEET TITLE: QI D.. .y Z M d .d. Z O }! M1 W Z 0 Q d N— W d Z Zcc o -- N o o o - +oma» o +0 + N C� Z Z Sl c� 0. N >> Z Z N V + o�a> i Z Z d IW O m co +o +o+ "oma- I� V it Z Z + in oma- C� Z N Z V o+ CO o € + Li Z 1� N o I �' Z Z Z W R pJ o + CL' O Q N Oco �> �-�' Z a K ZO N a te_ N d N d N122'— N 22'_— N dGL— STORM PROFILES 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 SHEET NUMBER: C-0004 H:\15\V152000\DRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLA \V152000PDO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:07 PM LAST SAVED BY: DREARDON 10 YEuA� ST10IRM COMPUTATIONS From Point To Point Drain. Area Runoff Coeff. CA Inlet Time Rainfall Intensity Q Invert Elev. Length Slope [Iia. n Capacity Velocity Flow Time Q I Qfull V / Vfull Vfull Remarks Incr. y Incr. Known z Upper Lower Incr. 1 (acres) C (min) (in/hr) {cfs} (cfs) (cfs) (ft) {ft} (ft) (%) {in} (cfs) (fps) (min) {min} A11 A10 0.25 0.60 0.15 0.15 5.00 6.64 1.00 - 1.00 395.94 394.60 56.05 2.39% 15 0.013 10.01 5.02 0.19 5.19 0.10 0.62 8.16 ..,.._- A10 _._.__._.._....------------------- A09 ..._.._... 0.19 ....._.. 0.70 __.__._._.._....,,_.._....._..__.__..___._.......,...__......._..,_..,,..,, 0.14 0.29 5.19 ,._.,..,.,,.,_,_,____, 6.59 0.92 - 1.91 394.50 393.05 35.69 4.06% 15 0.013 13.06 7.28 0.08 5.27 0.15 0.68 10.64 A09 A08 0.06 0.90 0.05 0.34 5.27 6,57 0.33 - 2.23 392.14 390.90 ---------------------- 32.00 3.88% __. 15 0.013 12.75 7,76 0.07 5.34 0,17 0.75 10.39 A05 A04 0.27 0.70 0.19 1.33 5.83 6.42 1.22 - 8.54 367.25 358.85 227.50 3.69% 18 0.013 20.24 10.81 0.35 6.18 0.42 0.94 11.45 A04 A03 0.50 0.65 0.32 1.97 6.18 6.32 2.02TTT - 12.45 358.75 355.60 261.50 1.20% 24 __ TT0.013 24.90 7.92 0.55 6.73 0.50 1.00 7.92 A03 A02 0.32 0.90 0.28 2.25 6.73 6.18 1.73 - 13.90 355.50 351.25 136.95 3.10% 24 0.013 39.96 11.47 0.20 6.93 0.35 0.90 12.72 A20 A04 0.33 0.70 0.23 0.32 5.27 6.57 1.51 - 2.10 359.35 358.85 62.01 0.81% 15 0.013 5.82 4.28 0.24 5.51 0.36 0.90 4.74 I __. ...__....__._.._e.W_._..W.__....,......._...._.__._ .._. _ _._._. _.___ ez.eaae..__._. ___. __._. �nn-sss. e a.ee __........____ - sa.asda m..m.............____ � �.-----d......____ �._.._.__ - ............___ A31 A30 0.34 0.90 0.31 0.31 5.00 6.64 2.06 - 2.06 362.58 357.01 229.65 2.43% 15 0.013 10.09 6.38 0.60 5.60 0.20 0.78 8.22 .._ B05� ( B04 0.15 m ' 1 0.90 1 0.14 I 0.14 [____5.25 5 00_. ._6.64 ( 0.93 B04 I B03 0.15 0.90 013 -II 0.27 I} 6.57 7 0.85 -___40.93 1 351.101 --_T 350.70 �3407.60 ..._ 67.75 } 4.50% 15 ~� 0.013 ......_.._13.74 0.013 1 5.16 3.14 0.25 5.25 9:18___1_0.75 4.21 7.66_ 0.151 ._5.4010.13._.1 0.68--- 1 11.20 B20 B02 0.26 0.90 0.24 0.24 5.00 6.64 1.59 - 1.59 345.39 345.10 57.48 0.50% 15 0.013 4.60 3.38 0.28 5.28 0.35 0.90 3.75 ....------------------- ---- _------ __....-------- _._,.__,.__. -------------- _______ _....._._. _............._ ---- ._..---- _.___._.___._____.. B32 B31 0.09 0.40 0.04 0.04 5.00 6.64 0.27 - 0.27 359.28 349.77 227.68 4.18% 15 0.013 13.24 3.75 1.01 6.01 0.02 0.35 10.79 C19 C18 0.92 0.52 0.48 1.56 5.95 6.39 3.06 - 9.96 437.15 436.15 100.66 0.99% 18 0.013 10.50 6.74 0.25 6.20 0.95 1.14 5.94 C18 C17 0.64 0.53 0.34 1.90 6.20 6.32 2.15 - 12.01 436.05 434.92 59.57 1.90% 18 0.013 14.51 9.13 0.11 6.31 0.83 1.11 8.21 C17 C16 0.35 0.50 0.18 2.08 6.31 6.29 1.13 - 13.08 434.82 434.10 81.75 0.88% 24 0.013 21.29 7.09 0.19 6.50 0.61 1.05 6.78 C13 C12 0.22 0.80 0.17 2.75 7.01 6.10 1.04 - 16.78 431.50 429.60 228.80 0.83% 24 0.013 20.67 7.32 0.52 7.53 0.81 1.11 6.58 .._.a...._,_._ ... ... ... ----- ------- __. C12 C11 0.37 0.77 0.28 3.03 7.53 5.96 1.67 - 18.07 429.50 427.85 74.36 2.22% 24 0.013 33.79 10.93 0.11 7.64 0.53 1.02 10.76 C11 010 0.08 0.60 0.05 3.08 7.64 5.93 0.30 - 18.28 427.75 426.10 34.00 4.85% 24 0.013 49.97 14.35 0.04 7.68 0.37 0.90 15.91 C07 C06 0.07 0.70 0.05 4.02 7.96 5.85 0.29 - 23.50 413.50 412.10 34.00 4.12% 24 0.013 46.03 14.65 0.04 8.00 0.51 1.00 14.65 _. ___. _-_ ___.___....... _._..._..____ _...... . ......_ ..... .......... _ __-___._. ______ ____ ___-_._.____-__.__....... .._........... ................. ................. ____ ........... C06 C05 0.06 0.75 0.04 4.06 8.00 5.84 0.23 - 23.69 412.00 410.10 40.20 4.73% 24 0.013 49.31 15.43 0.04 8.04 0.48 0.98 15.70 C05 C04 0.22 0.65 0.14 4.79 8.04 5.83 0.82 - 27.91 410.00 407.10 114.60 2.53% WWWW36 0.013 106.39 12.49 0.15 8.19 0.26 0.83 15.05 C33 G32 0.41 1 0.60 1 0.25 0.25 5.00 6.64 1.66 - 1.66 423.85 419.65 56.45 7.44% 15 0.013 17.67 8.85 0.11 5.11 0.09 0.62 14.40 I._......____._._.._.____.. _....... ..........._ ..-.._, ..............,__.. _._ , _ __ _-___-____ ___ m..__....___.. ...._..__......_..,..__ _._.__.__ ___ _.._......_......._._ � ..__...,...m __.___._.._ ._._.. � __, ....._. _.............._...__ ___m____. __.,...._.._____....,._.._......._.,......._.....__ _.....___... ,.. 2- _ ._____.__...,.........mmmm _ I C32 I C31 0.02 0.90 0.02 0.27 5.11 1 6.61 0.13 - 1.78 419.55 417.45 28.00 7.50% 15 0.013 { 17.74 8.89 0.05 5.16 0.10 j 0.62 14.45 C43 C42 0.39 0.65 0.25 0.25 5.00 6.64 1.66 - 1.66 434.68 431.05 73.20 4.96% 15 0.013 14.42 7.65 0.16 5.16 0.12 0.65 11.75 ------------ __,_...._........ ....... ......._..... W - ------ ___.--------- ___ _______. C42 C41 0.06 0.90 0.06 0.31 5.16 6.60 0.40 - 2.05 430.95 429.25 34.00 5.00% 15 0.013 14.48 8.07 0.07 5.23 0.14 0.68 11.80 C41 C40 0.06 0.90 0.06 0.37 5.23 6.58 0.39 - 2.43 429.15 427.25 37.79 5.03% 15 0.013 14.52 8.49 0.07 5.30 0.17 0.72 11.83 I C60 I C19 I 0.23 I 0.90 1 0.20 1 0.20 1 5.00 1 6.64 1 1.33 1 - 1 1.33 1 437.75 1 437.25 1 76.00 1 0.66% 1 15 1 0.013 1 5.25 1 3.55 1 0.36 I 5.36 1 0.25 I 0.83 I 4.28 H:\15\V752000\DRAWINGS\PLAN SETS4ROAD IMPROVEMENT PL4NW152000SM0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:08 PM LAST SAVED BY: DREARDON F o r� E� o0 2w zLd< J 0 L �w LL �w rr °Z< < �m i�",n` J Q � � w.r P,h-4 Q= i- Q O Q a o � o Wo Y Q- zQ z� a- BE �z¢ o0 b rzWo¢o z 3 } W C � w ��>cc C�h6� < wI-- �Z zj 10 YEAR AR INLET C"MPUTAT IO S Inlet Curb DI -313 DA C I Q Qb Qt S Sx n T W 2.00 Sw On Grade Inlets Only Sag Inlets Only Remarks No. Type Length 3.52 Drain Runoff Inten Incr. Carry Accum. Gutter Pvmt - Spread Gutter W Gutter Sw Eo a S'w Se=Sx Lt,Comp. L,Spec L E Qi Qb Down Qi d h d Ts 0.54 2.25 2.00 0.015 Area Coeff- -sity Flow -over Flow Slope Cross 16.66 On Width / Cross / (App. - = a / + S'w Length -ified i Stream _ _.____ / ___.._._._.........._..... 0.23 Eff. Int'x Byp. lnt'x Depth Spread ..._ ........ 2.00 _ _. _........ _.._.__._ 2.00 __. ......... _.. 0.015 _________.___ 3.42 ________ ..__ 2.00 icient 8.33 ........... ...... 4.17 Flow _..... 3.52 _._._ _.___.__._...... 14.66 Slope . _._.______ 6.3 Grade 0.95 T Slope Sx 9C-8) ......... (12W) (Eo) (9C-17) Length Lt (9C-18) Flow Flow Str. Flow __ __r. 0 .34 ... h In Sag (ft) ___,. , 3.50 (acres) ', (in/hr) (cfs) (cfs) (cfs) (%) (%) 2 3' 5 _ ... (ft) (ft) (%) O,i7 0 86 (in) (%) (%) (ft) (ft) - - (cfs) (cfs) C)'t. Grade i;. _ _..:..... (cfs) (ft) (ft) (ft) Teva' 8 A02 Curb DI -3C 10 LT 0.19 0.90 4.00 0.68 - 1.16 0.50 2.00 0.015 5.11 2.00 0.39 8.33 16 66 _ _... 3 6> _ 3.52 2. 00 1.2 8 8,33 4 17...: 1. 00 3'_52........ - - - 1.16 0.11 0.46 0.24 1.34 In Sag - <; __._.._._ ___.__.__._ 0.07 RT 0.14 0.90 __._ _ - 0.49 __.__._ .... 0.25 ....... ....... 3.40 0.75 ___ __..... _ ...... _ 0.015 1.37 3.33 _ _. _ 1.46 0.60 .__ __.._ 4.17 .... _.. .. _. 1.00 _ ._.__.______ 3.52 __._._........ ... __ 14.66 .__. .__ _. 16.66 _____..... 4.4 6 1.35 1.00 ___. __ 0.25 ____..__........ _. - _ _ .__._____ - _._._ __.._.... - .__________ - - _._ .. - 16.66 _ ___._ __..........________....... - On Grade A03 Curb DI -313 6 0.15 0.32 0.90 4.00 1.14 - 1.14 1.40 2.00 0.015 5.11 2.00 0.39 8.33 4.17 0.88 3.52 14.66 14.94 6.8 6 0.88 0.98 1.11 0.03 - - - - - - On Grade A04 Curb DI -3B 6 0.50 0.65 4.00 1.29 - 1.29 2.00 2.00 ._._ ...__._..._..._..__-....____._.__....._._.....__._.___.____.____._.._.__-__ 0.015 4.95 2.00 ____________.._ 0.40 ------- _____ 8.33 4.17 0.89 3.52 14.66 15.10 8.0 6 0.75 0.92 1.19 0.10 - - - - - - On Grade A08 Curb DI -38 6 0.04 0.90 4.00 0.16 - 0.16 8.50 2.00 0.015 0.97 2.00 2.06 8.33 4.17 1.00 3.52 14.66 16.66 4.8 6 1.25 1.00 0.16 - - - - - - - On Grade A09 Curb DI -313 6 0.06 0.90 4.00 0.20 - 0.20 6.25 2.00 0.015 1.12 2.00 1.79 8.33 4.17 1.00 3.52 14.66 16.66 4.8 6 1.25 1.00 0.20 - - - - - - - On Grade A10 Curb DI -313 6 0.19 0.70 4.00 0.54 - 0.54 7.75 2.00 0.015 1.57 2.00 1.28 8.33 4.17 1.00 3.52 14.66 16.66 7.9 6 0.76 0.93 0.50 0.04 On Grade A21 Curb DI -313 6 6 0.10 0.90 4.00 0.37 - - 0.37 0.50 2.00 0.015 3.06 2.00 0.65 8.33 4.17 0.99 3.52 14.66 16.49 2.9 6 2.04 1.00 0.37 - - - - - - - - On Grade - On Grade B05 Curb DI -313 6 0.15 0.90 4.00 0.54 - 0.54 2.25 2.00 0.015 1.97 2.00 1.01 8.33 4.17 1.00 3.52 14.66 16.66 5.4 6 1.11 1.00 0.54 - - - - A30 ....................... Curb DI -313 _........... 6 _ _.____ _B20 ___.._._._.........._..... 0.23 0.90 ...... ............... ._.___._ 4.00 __._.._ _________._...... 0.82 - _ _._______..._ ....... 0.82 ..._ ........ 2.00 _ _. _........ _.._.__._ 2.00 __. ......... _.. 0.015 _________.___ 3.42 ________ ..__ 2.00 .. ............ _______ 0.58 8.33 ........... ...... 4.17 _..... ____ 0.98 _..... 3.52 _._._ _.___.__._...... 14.66 ___. __. _... 16.31 . _._.______ 6.3 ...... __._____. 6 0.95 ___.____...._.... 1.00 ..._.._. .___ 0.82 _ .. . ____-___._. ......... _____ ___ _____ _.... ______ __ .___ ....... On Grade __._.. ...__ A31 _.. <Curb D1.3_ 6 f).21 __ __r. 0 .34 ... i� ..9 _ _ 4 ___,. , 3.50 . _ _ _ ', 0 4 , 4 1 0.5 0 2 3' 5 _ ... 4 . 1 .66 . 1 6 »04 6 O,i7 0 86 1 »07 4.1.7 <: - - - C)'t. Grade i;. _ _..:..... A51 _ Curb. DI 3f� 6 . 010.........0917 . ............. 4 0 .0 _ 0,3+0 _ 0 36 <1.00 .....2.00 0.09. 01 0. 5 MI i 1 7 .9 2.00 1.0 1 8 33 4 .1 7 100 .352 14 66 16 66 _ _... 3 6> _ .. 6 l 2. 00 1.2 8 8,33 4 17...: 1. 00 3'_52........ 66..,......6. - _ 30 O Grade A61 ___ __ ­-----­-_____ .__.____.____.____......... Curb Dl -3B 6 - <; __._.._._ ___.__.__._ 0.07 ___ ____.._ __......... 0.90 4.00 0.25 __._ _ - _._..._ __.__._ .... 0.25 ....... ....... 3.40 ___ ___.__..__ __ 2.00 ___ __..... _ ...... _ 0.015 1.37 __ 2.00 _ _. _ 1.46 __ ._._._________ 8.33 .__ __.._ 4.17 .... _.. .. _. 1.00 _ ._.__.______ 3.52 __._._........ ... __ 14.66 .__. .__ _. 16.66 _____..... 4.4 6 1.35 1.00 ___. __ 0.25 ____..__........ _. - _ _ .__._____ - _._._ __.._.... - .__________ - - _._ .. - 16.66 _ ___._ __..........________....... - On Grade B04 Curb DI -313 6 0.15 0.90 4.00 0.53 - 0.53 2.25 2.00 0.015 1.96 2.00 1.02 8.33 4.17 1.00 3.52 14.66 16.66 5.4 6 1.12 1.00 0.53 - - - - - - - On Grade B05 Curb DI -313 6 0.15 0.90 4.00 0.54 - 0.54 2.25 2.00 0.015 1.97 2.00 1.01 8.33 4.17 1.00 3.52 14.66 16.66 5.4 6 1.11 1.00 0.54 - - - - - - - On Grade _B20 Curb D l 3C 10 L T «, .:,:0.14 <: 0.90 .....4,00.........0.,52 _ 0.94 O.aO 2.€�tl i�.01 5 _ 4.1.8..........2.00.... 0 . .48 ,.. 8. 3 � l �. 52 �. _ : _ - '. _ 0.9 4 _.. _. . .. 0.10 0 46 f).21 1.16:' In Sa 9 0 ', 0 4 0.5 0 3 0 5 '- <: 3 _ Outb Dl. 3B 0.09. ... ..... 90 ' . Z 2.7 .. 5 _ _ 2. 0.0 _ 1 0 5 ,1. 56 _ 2. 00 1.2 8 8,33 4 17...: 1. 00 3'_52........ 66..,......6. ... _ 30 1.00 3 - <; Grady , On. . B32 Curb DI -313 6 0.09 0.404.00 0.15 - 0 15 125 2.00 0.015 _-1.36 2.00 1.47 8.33 4.17 1.00 3 .52 14.66 16.66 2.7 6 2.26 1.00 0.15 - - - - - - - On Grade -- _ -- B41 Curb DI -3B 6 0.12 0.90 4.00 0.43 - 0.43 1.20 2.00 0.015 2.17 2.00 0.92 8.33 4.17 1.00 3.52 14.66 16.66 4.1 6 1.47 1.00 0.43 - - - - - - On Grade C04 Curb D1-313 6 0.20 0.60 4.00 0.49 - 0.49 7.75 2.00 0.015 1.50 2.00 1.33 8.33 4.17 1.00 3.52 14.66 16.66 7.5 6 0.80 0.94 0.46 0.03 - - - - - - On Grade ..._.__.___-------- __ _.._ _____ __-- _____ _...____----- _______---- ._ __.____ _____.. ___ _____..----------- ----_-_ C05 Curb DI -313 6 0.22 0.65 4.00 0.56 - 0.56 5.75 2.00 0.015 1.68 2.00 1.19 8.33 4.17 1.00 3.52 14.66 16.66 7.3 6 0.83 0.96 0.53 0.03 - - - - - - On Grade _..._._........_--- _____----------- ...................................._._. ______---- ------ ... _„_.._..__. _.................. __ ------------ _--- ____._...__. ....... ..... _,_._..... _....... _._ __. _._.._ __.......__ - ___ W___ ___.__�._............ - _.___.._______...m _ �,e._ C06 Curb DI -38 6 0.06 0.75 4.00 0.17 - 0.17 2.00 2.00 0.015 1.32 2.00 1.52 8.33 4.17 1.00 3.52 14.66 16.66 3.2 6 1.85 1.00 0.17 On Gra C10 Curb DI -313 6 0.08 0.60 4.00 0.19 - 0.19 2.00 2.00 0.015 1.37 2.00 1.46 8.33 4.17 1.00 3.52 14.66 16.66 3.4 6 1.78 1.00 0.19 - - - - - - - On Grade _......._.. _._____n.__ __._.............._.W._� __ e a.a.sa._ _. _-_- _-_ __-_._..__d_...._-.M__,..._._._....._._,____�� C11 Curb DI -313 6 0.08 0.60 4.00 0.19 - 0.19 2.00 2.00 0.015 1.37 2.00 1.46 8.33 4.17 1.00 3.52 14.66 16.66 3.4 6 1.78 1.00 0.19 - - - - - - - On Grade C12 Curb DI -313 6 _ 0.37 0.77 4.00 1.14 - 1.14 0.50 2.00 0.015 6.99 2.00 0.29 8.33 4.17 0.75 3.52 14.66 13.06 5.5 6 1.10 1.00 1.14 - - - - - - - On Grade C16 Curb DI -313 6 0.42 0.48 4.00 0.81 - 0.811 1.00 2.00 0.015 4.52 2.00 0.44 8.33 4.17 0.92 3.52 14.66 15.50 5.2 6 1.15 1.00 0.81 - - - - - - - On Grade ---- ------- --- ._.... _ _. __ .__..__ ____ ............ ....._.. __ . _ .......... _ ....... _ _ _ ......... _ _______ .....___ __ _... _ _._._ .. _._._____ _..___.__ __._. ....... __------- _______ _____ ___._....----- _--- __ .__ ._._______._.__ ___.......... . ... C17 Curb DI -313 6 0.35 0.50 4.00 0.70 - 0.70 0.50 2.00 0.015 5.24 2.00 0.38 8.33 4.17 0.87 3.52 14.66 14.81 4.1 6 1.45 1.00 0.70 - - - - - - - On Grade C18 Curb DI -313 6 0.64 0.53 4.00 1.36 - 1.36 1.00 2.00 0.015 6.35 2.00 0.32 8.33 4.17 0.80 3.52 14.66 13.70 7.0 6 0.85 0.97 1.31 0.05 - - - - - -- On Grade C30 Curb DI -313 6 0.23 0.60 4.00 0.54 - 0.54 5.85 2.00 0.015 1.65 2.00 1.21 8.33 4.17 1.00 3.52 14.66 16.66 7.2 6 0.83 0.96 0.52 0.02 - - - - - - On Grade _____ --------- ____ ..._............ _------- _ _ _.___.______ ____ __ _.__---- _._.__..----- _ _____... _... _ ------------------ .._.__. __ __.____ __ _.._._...___ � _ ___..___ ------ __.._ __._._._____ C31 Curb DI -313 6 0.20 0.90 4.00 0.73 - 0.73 4.45 2.00 0.015 1.95 2.00 1.03 8.33 4.17 1.00 3.52 14.66 16.66 7.5 6 0.80 0.94 0.69 0.04 - - - - - - On Grade m._..------ _------- . ._._.._.... _ _.__ __..__ _.___ _.m_m_____-_.................... .__----- ..._.....__.__.._.___ ----....__. ____ _..__ __ __ ...._........_....m__ . _ _.___...__ _. _...__ __..__________. _.__..._._._._ _._____ .-----_____.__-_____ .._._....._.___...___ C32 Curb DI -313 6 0.02 0.90 4.00 0.09 - 0.09 4.00 2.00 0.015 0.89 2.00 2.25 8.33 4.17 1.00 3.52 14.66 16.66 3.0 6 2.02 1.00 0.09 - - - - - - - On Grade C41 Curb DI -313 6 0.06 0.90 4.00 0.23 - 0.23 2.00 2.00 0.015 1.46 2.00 1 1.37 8.33 4.17 1.00 3.52 14.66 16.66 3.6 6 1.65 1.00 0.23 - - - - - - - On Grade _.___......._______.__.__._..._..._...._-_____.____...._......._....___...___.__._ _._.____ __.__.__..._. _._..._. ____.........____._._._ _._...._....._...___...__ _ �_ ___ _...__................._..___ __..___._._._..__..- _-_. ..... __.-__.__.___.............. ........ _... .__ - ...... ......__ ....... _ - ____ - _.._..___...............__ C42 Curb DI -3B - 6 0.06 0.90 4.00 0.23 - 0.23 2.00 2.00 0.015 1.46 2.00 1.37 8.33 4.17 1.00 3.52 14.66 16.66 3.6 6 1.65 1.00 0.23 On Grade ___---------------------- _ __ _._..._ _ _.. _._ __._.._____ ___ ..______._._ __._.__. __.__._ __.._ _ __..___ --------------- C43 _ ______-_.__ C43 Curb DI -313 6 0.39 0.65 4.00 1.01 - 1.01 0.50 2.00 0.015 6.53 2.00 0.31 8.33 4.17 0.78 3.52 14.66 13.51 5.1 6 1.18 1.00 1.01 - - - - - - - On Grade C60 I Curb DI -313 6 0.23 0.90 4.00 0.81 - 0.81 1.00 2.00 0.015 4.55 2.00 0.44 8.33 4.17 0.92 3.52 14.66 15.47 5.3 6 1.14 1.00 0.81 - - - - - - - On Grade _ ___..__. _ _ _ _ ____._....._._.___ __.___ _._.__._..________ __-._._._____. _ _._ _ _ _____. _ ___._._..__....__.___....._..._....___.._._..._.__.___ __ ___.____.____ _____ __. _ _ _._ _____._____..__ ._._............ __..._ .____._--- __._.___._...__._._._.___._.__._._...._.__.._ C70 I Curb DI -3B 6 0.30 0.90 4.00 1.07 - 1.07 1.00 2.00 0.015 5.51 2.00 0.36 8.33 4.17 0.86 3.52 14.66 14.55 6.1 6 0.98 1.00 1.07 - - - - - - - On Grade H\15W152000\DRAWINGS\PLAN SETSIROAD IMPROVEMENT PLANW152000SM0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:03 PM LAST SAVED BY: DREARDON ua 0 r, z o ffiw Z < = O Q LL L G Z < ¢ m P, QS gQOQ �o �;� LYUQF-cn� o w �o Li ❑ ❑ zQ �g day U (D z W W LU❑ Q a O ow K Q U F z Z 7 o m W w O O w LU Q Q y_j _❑❑IXz 4 W O W Q O O W 5j t1 �W0� 10 U) Z b � ao Y 0O OQ }❑ La- as ''n :12 ZYYwa o0 C� W CD K a of z z Q w O 0 0 Q a W O W W IN S z w ❑ z m z z z a o w �z 49141 o Z REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1"=30' CAD 1. D.: SMO PROJECT: COAD I IMPR E PLIAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OI -0 SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA SHEET TITLE: STORM COMPUTATIONS SHEET NUMBER: I 10 YEAR H i L COMPUTATIONS Structure No. Outlet MISE Do (in) Qo Lo Sfo (°l°) Hf JUNCTION LOSS Final H Inlet WSE Flow Line Elev. Inlet Shaping Pre -Cast Structure Junction Loss Reduction Remarks r;:vv7;13 Vo Ho Qi Vi Qi. Vi Vi"2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht A02 _. A03 351.83 ..m..... 353.15 48 24 18.74 .... 13.90 67.41 _............ 136.95 0.02% ..... ............ 0.38% 0.01 .._._ 2.35 11.92 11.47 0.55 ..,..... .,............ -- 0.51 13.90 ---------- _._ 12.45 11.47 _.___...._.._...... . 7.92 159.47 ........ - 98.66 2.05 _ . 0.98 0.72 _. ._ ........ 0.34 79 - 10 0.66 _..... 0.06 1.34 .............., 0.06 2.61 .. .. ..._..... 0.91 - .... .....,. - 1.30 ...,...,...... 0.46 1.32 .......... . _ .- 2.81 353.15 -_- -_ _ 355.96 357.90 __._..._..,... 359.90 Yes ._ __. Yes Yes _._._ Yes Yes ........... Yes _ _._... A04 357.20 24 12.45 261.50 0.30% 1.55 7.92 0.24 8.54 10.81 92.33 1.82 0.64 78 0.65 1.18 2.06 - 1.03 2.58 359.78 363.05 Yes Yes Yes 0.23 A08 390.65 15 2.49 38.22 0.15% 0.15 7.10 0.20 2.23 7.76 17.31 0.94 0.33 40 0.38 0.36 0.88 - 0.44 0.59 391.24 400.22 Yes _._.._._._--- --- _----- ____._._.__ ___ __.....___. __._ _____ _.-........_ _------- _____ _____ ________ __.......___...__ _____ ..-.__.__ .._. _ _ ------ _____._ ____ ___------- -------------- ______________ _.._......_....____._ _ --------- A09 391.90 15 2.23 32.00 0.12% 0.24 7.76 0.23 1.91 7.28 13.90 0.82 0.29 44 0.42 0.34 0.86 - 0.43 0.67 392.57 401.72 Yes ____._._...... _........ __.._...__.__ _ __..........__.._.___ ._.._......__-..._._._.. __.__......................... ._........ ............ _........ ........ ._ ....... ..___......... ..__..._._ ._.__._.....__._....._._._.. _____ __ w..___.............__... A10 394.05 15 1.91 35.69 0.09% 0.45 7.28 0.21 1.00 5.02 5.02 0.39 0.14 46 0.43 0.17 0.51 0.67 0.33 0.78 394.83 403.50 Yes A20 359.85 15 2.10 62.01 1 0'.11% 0.07 1 4.28 10.070.60 2.91 1 1.75 0.13 1 0.05 50 0.47 0.06 0.18 0.23 0.12 0.18 360.03 363.17 Yes A21 360.45 15 0.60 47.16 0.01% 0.00 2.91 0.03 } 0.03 { 0.04 0.02 0.03 1 360.48 363.02 Yes A05 360.05 18 8.54 227.50 0.66% 7.20 10.81 0.45 5.65 12.55 70.92 2.45 0.86 91 0.70 1.71 3.02 - 1.51 8.71 368.76 376.00 Yes A70 1 372.65 � 15 1.79 56.25 0.08% 0.04 5.22 0.11 { % 4 I 0.11 1 0.14 0.07 0.11 372.76 376.00 Yes B04 1 0.23 B05 35$.80 15 0.93 47.23 0.02% 0.01 3.64%0.04 I Omm93 3.14 2.92 0. B32 350.7% � 15 0.2B31 15 1 7 } 202%68 50 1 0.00%°% 8.051 3.75 0.05 �- 0'27 3.75. I 1 F01 0.15 ( 0.05 1 56 1 0.52 1 0.08 1 0.04 0.05 0.02 0.03 356.83 354.60 Yes 0.22 1 0.08 1 380.36 0.08 0.20 0.26 0.13 0.14 349.94 355.50 Yes % 0.05 0.07 0.04 1 8.55 I 359.32% 362.78 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes C05 409.50 36 27.91 114.60 0.18% 0.50 12.49 0.61 23.69 15.43 365.54 3.70 1.30 42 0.40 1.471 3.37 - 1.69 2.19 411.69 421.32 Yes Yes Yes _------------------- ___ ........ ...._. ...._.___---------- 006 _____ __-C06 411.70 24 23.69 40.20 1.10% 0.44 15.43 0.93 23.50 14.65 344.31 3.34 1.17 45 0.43 1.42 3.51 - 1.76 2.20 413.90 423.40 Yes Yes Yes C07 413.90 24 23.50 34.00 1.08% 0.37 14.65 0.83 23.29 12.87 299.79 2.57 0.90 29 0.27 0.69 2.43 - 1.21 1.58 415.48 424.60 Yes Yes Yes C11 427.70 24 18.28 34.00 0.65% 0.22 14.35 0.80 18.07 10.93 197.46 1.86 0.65 21 0.17 0.32 1.77 - 0.88 1.11 428.81 437.75 Yes Yes Yes -------------- _ _.. ____. _ ----- ------------- C12 ___ ._.____ C12 429.45 24 18.07 74.36 0.64% 0.47 10.93 0.46 16.78 7.32 122.77 0.83 0.29 20 0.16 0.13 0.89 - 0.44 0.92 430.37 438.55 Yes Yes Yes C13 431.20 24 16.78 228.80 0.55% 1.26 7.32 0.21 15.81 8.25 130.36 1.06 0.37 90 0.70 0.74 1.32 - 0.66 1.92 433.12 439.83 Yes Yes Yes C17 435.70 24 13.08 81.75 0.33% 0.27 7.09 0.20 12.01 9.13 109.63 1.29 0.45 44 0.42 0.54 1.19 - 0.59 0.87 436.57 439.25 Yes Yes Yes .............. _..------ _.._._._- _ ew___w_.....,_, ......-._...__.._.__. __.__-._ C18 436.57 18 12.01 59.57 1.31% 0.78 9.13 0.32 9.96 6.74 67.16 0.71 0.25 34 0.32 0.23 0.80 - 0.40 1.18 437.74 440.08 Yes Yes Yes C19 437.74 18 9.96 100.66 0.90% 0.90 6.74 0.18 5.77 6.26 36.15 0.61 0.21 34 0.32 0.20 0.59 0.76 0.38 1.29 439.03 441.21 Yes Yes Yes C05 I 409.50 1 36 1 27.91 I 114.60 1 018% 0.50 1 12.49 1 0.61 1 23.69 1 15.43 1 365.54 1 3.70 1 1.30 1 92 1 0.70 1 2.59 1 4.49 1 2.25 1 2.75 1 412.25 1 421.32 1 Yes Yes Yes C30 411.69 15 3.88 56.00 0.36% 2.56 11.15 0.48 _ 2.97 10.38 30.83 1.67 0.59 51 0.48 0.80 1.87 2.43 1.22 3.78 415.47 421.50 Yes Yes Yes C09 417.57 24 22.57 156.31 1.00% 6.43 16.03 1.00 18.54 14.51 268.97 3.27 1.14 89 0.70 2.28 4.42 - 2.21 8.64 426.21 435.50 Yes Yes Yes C40 %425.78 I 15 � 3.68 I 56.00 0.32% 1.37 1 9.90 0.38 2.43 8.49 20.62 1.12 0.39 449 0.46 0.52 4 1.29 1.68 0.84 2 21 427.99 1 435.50 Yes � Yes , Yes C19 437.74 18 1 9--.96 100.66 0.90% 0.90 6.74 0.18 5.77 6.26 36.15 0.61 0.21 56 0.52 0.32 0.71 0.92 0.46 1.36 439.11 441.21 Yes Yes Yes C60 439.03V �WW15__..1 1.33 W76.00WN__� 0.04%% 0.03 1 3.55 1 mm0.05 �_��__�__�___ __.� 0.05 _..._0.06 0.03.___.1___0.06 1 439.09 441.16 Yes Yes___ Yes H a15W1520001DRAWINGS\PLAN SETSIROAD IMPROVEMENT PLANW152000SM0.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:03 PM LAST SAVED BY: DREARDON RIP -RASP OUTFALL COMPUTATIONS DRAINAGE o U;,4 DIVIDES MATRIX From Drain. Runoff Remarks Point 271 ow Area Ara Coeff. (acres) C R A02 o 0Q o0 U d aaU g z¢ vwo 0.32 0.90 ___ _._m._._.-__..____.__...- A03 ___ ----__ 0.32 m_.�.......�_..._._ 0.90 T a U W0::) W ¢ O O W CNK CO to Z o0 0 A04 �r�,y Z P, 0.50 0.65 A05 U1�-7 a.70 >_CL s r wr Q WQQ�z -> � WZ Z J (1) 23 o 0 `.� W U` 0� B' d z z Q W O O O W'L, W J z �� �zmzzzo_ ow fi07 0:14 0.7i} c -A08 0.04 __. 0.90- REVISIONS A09 DATE 0.06 0.90 A10 0.19 0.70 A11 0:25 0:60 A2fl r}33 Tr 0.70 A21. a 1a 4;ra A30 0.23 0.90 ____________._.�...._.., A31 w....._ 0.34 _...____ 0.90 __.._.......________...... WWWV A40 #N/A #N/A - '1151 #N1A #NtA A52 R #NIA +N1A BEFORE YOU DIG It's fast. It's free. It's the law. #NrA _ #NIA PROJECT No.: V152000 _.. _.m_ A62 CHECKED BY: RTY _............_ _ ..... #N/A ......... _ #N/A _._. Tmm^ A70 PROJECT: ROAD 0.46 ^ T 0.60 FOR POLO GROUNDS ROAD AND BROOKHILL SECTION1 I.00AT'ION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLEk E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 ,805 Fax: (540)349-0321 i}'15 fl9fl B20 .p Lic. No. 043176 0.26 0.90 �s`sj4NA1.'���, ' __..._ B31 SHEET TITLE: .._................ 0.09 __._....__. 0.90 _ ...._._._._.__ .._.._... ._-.-_ B32 __.._--..........................._.._._ 0.09 _........ ............. ._....... 0.40 ...... ....... __............... E?k1 #Nlf,`,NtA 1�51 #NIA #tU/A B52 #N/A #N/Amm CO3 - - CQ4 iS ----------- m TM C0Q yV 0;L2 XXX 0 65 4 cob o:06 0 �� C07 ..__ 0.07 0.70 .�...� C08 0.21 0.70 Cog 0.17 0.75 C10 0'!08 O:f�O _ _ --- WWW 19 cat o;3� a;�7 .a_ C13 0.22 µ�0.80 VLL tly C14 0.14 0.70 C15 0.42 0.48 C16 04 2 t}.st8 ',�17 17:35 0:50 G18 0';64 0.'53 C19 0.92 � 0.52 C20 - 0.98 0.62 _ C30 0.23 0.60 C2 Ci'.02 0 :90 C33 G 41 0;60 C40 TTTTT0.32 0.60 C41TmTT� 0.06 0.90 C42 0.06 0.90 C50. O':3f1 _ 0:60 .a,90 _._. .__._ _._. C70 0.30 0.90 RIP -RASP OUTFALL COMPUTATIONS o U;,4 z P4 z AS � M LL O w r = �( �y L },,,,,,,9 � W� z a< F¢ m J o F 9 &� J Q J:�E EDW4 271 ow PZ it a R o 0Q o0 U d aaU g z¢ vwo >Gi CW W C,Q F 'p < LLJz>� o8 J -- m '0". > WQ�d'QL= O Lu c( .�'] r� ZZm 2==Cr zN Z O iz:I-I-F- �m T a U W0::) W ¢ O O W CNK CO to Z o0 0 �r�,y Z P, -Q o � gw P4 Y - Y P_ O 0 < 6 Ow >_CL s r wr Q WQQ�z -> � WZ Z J (1) 23 o 0 `.� W U` 0� B' d z z Q W O O O W'L, W J z �� �zmzzzo_ ow z��� 4� sA Cn om c REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE: 1 "=30' CAD I. D.: SMO PROJECT: ROAD IMPROVEMENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION1 I.00AT'ION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLEk E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com DANIEL R. HINES .p Lic. No. 043176 7/31/17 �s`sj4NA1.'���, ' SHEET TITLE: STORM COMPUTATIONS SHEET NUMBER: C®809 Hydrafkiw,Ex0res,s ExtensiofarA.0100" ; AutbC; t spivill3063. ' Autodesk, Inc, Hiday, Jun 9 2017 Culvert A0to A40 Invert Elev Dn.(ft) 348.03 Calculations Pipe Length (ft) 8.78 sarin (ofs). 0.00 Slope (6/6) = Qmax (cfs) 7100 `S. Invert Elev Up (ft) � 351,7 Tallier Elev ()' � I1: + Rise (in) = 45.0 = 334.53 Calculations Shape = Circutar lighlighted Pipe Length (ft) Span (jn)Q 24"0 t6tal:(cfs) = 73&00 NO. Barrels -- 1 Qpipe (cfs 73.00 n -Value 0,012 overtop (cf) �- 0,00 Culbert, Type #r- rt: � Chou nnc 'eloc l�ri (ft/s) 6.60 Entrance w dllCuIvert Square e d e pheu 'wfeloc Up (.ft/s) 9.01. CoeK sKg r p,k' 095s 21 0.03981 0 6 a0,.5 HG.Lt(ft) ) 3 602 - Circular Highlighted H L Lip (O m 35433. Ernhankment. Span (in) ' ,r Hw. Elev () 355,72 Top Elevation (ft) 353;40 Ill (ft) 0.09 Top Width (ft) 72x00 Floe Regime: Inlet Control Crest'Wldth () 20.00 _ 0.012 Qovertop (cfs) .r fl xpr e5s:,xEeiaEorfrt . dqq ...5S . Akt A4,Civil '. a�q . �� ,� _a9 201717 A60 to A62 Invert Elev Dn (ft) = 359.10 Calculations Pipe Length (ft) = 59,50 Qmin (cfs) 0;00 Slope (%o) = Omax (Cfs): 209 Invert Elev p ft � ,364°5 0 Tallvvater Elev ft (� ,{ _ D 12 Rise (in) = 24 0 = 334.53 Calculations Shape Circular Highlighted Pipe Length (ft) span (in) 24"0 total (cff ):. 20.8 No. Barrels -- 1 °pipe (Offs) � 26,30 n -Value 0,;012 ove top (cf) O,M' Culvert Ty = Circular.Concrete, Veloc [bra ft/s) 5:72 Culvert Entrance Square edge � mead WaII C) vr°eloc U ft's) 9.01. C+�ff, �3�� y R `-" ,.1005 0 0 �r 20 354d.0d �. QMM,2,0.0398, , 0 HOL n(ft) 351,00, - Circular Highlighted HGL Up (ft) 36631 Embankment Span (in) ' ,r 'Hw El,ev (ft) 368,67 Top Elevation(ft) _ 371,75. H/D (f) = 2'.05. Top,Width(ft) =40100 Flaw Regirre : = Inlet Control .. Crest Width (ft) 20.00 _ 0.012 Qovertop (cfs) t4v t1d P a �, gg -- I p„ty'� � g # S 1 #"*a 3:a8 ld a Yga$j#ya'rs#�#a # 3'3rS 3 3?ddaa#daa£P $ �? Sad££ £4�2£ti£ 3E#�xY♦rY##rTd ## i# I F # aj .. t .. �' 3 aaaa � rtrT#s L$ F aaF>fi # ry�yr;�i� da'3a�>�3'3raaP��d�da3�3'£i - St££22dt £a$�L da#aP 2�`xri �' Yr�;Fxt#yi: Fs Pad "'�."""" Jaaai s#�a" r F*s �#aa � a �' s s S$�r t' f ✓ r* 3�*�`,.;d s a xj R ' 4 5'T a A d 399a°dtPptia al a 3.$.ga�la�t.,�¢aaldTp �.d a ,a as a a£ a 4 as $ 4 Lar ala y V �V+i. d v a3{3ed� aa3dF 3ddd4lg �l�'Da'4'$gd`S�FY�SS }KSS�d3',., ,;r 39 ri�aa £ala�add3 S2 dl F". li�iii. ., , .. �`adaa."s�s�,P�` � aay� sa aa�rga a x �r`rS4 >y x zx`a a#'�#'�*: # ,:r. s s t`cart#a�39`a�sadaadx�yx`yeara$°r p gug tr s t}}Y4 } u I rltl ' •. �7ar rdr_;., ^;ar�i;��� y � ��� �aa�ii4�* �4�#a� #`lxta�y#�R ��gst���r ja' s` s j sjklz'j l0 411I(l ltl t}t� l�i�l��s+.'. €.`.;a*� a �%°8 z.. .: .._.....: tFs'°Sssagyafi.`.dd„Qa.,f7r*.t:laaa3F al."'.3dy`a'., r - l ,�a•^°us utut S -`^^ L: t 6uttsu6s st to tu, sst t ",i4 t is tyt t � xaP } y ,,.,. ..., i .: s S ?si s ry e I. ;. I :. vP fir; y is Culvert Report 360.45 Calculations Calvert Report 55.38 iydraflanExpress Extension for AutodeskCD AutoCADa Cru' 3DGdYAatniesk Inc. 0,00 Thursday, 2117 ` u GADSGIvII 3? tYAutodesk,Inc.In rExpress cd�skCA' H dr°flow ExtensIonrtt Amax (cfs) B60 to B+61 t.t. = 366,25 T6111water Elev ( A60 to A62 Rise (in), Invert Elev Can (ft) = 334.53 Calculations Shape Invert Elev Ian (ft) 355,49: Pipe Length (ft) = 107.85 Qmin (cfs) = 0;00 Pipe Length (ft) = 68.72 Slope (�7) = 4.61 Qmax (cfs) = 7076,3 Slrpe (��oj = 8.75. Invert Elev !gyp (ft) _ 339,50 1 ailwater Elev (ft) = (dc +D invert Elev Up (ft) r 36 .SCI 1 Rise (in) = 90.9 .t_d r3 .,'.�',R-_ �sSizfi�s? ,4Y I44,I!1• lIIl tt{�iit{i!{5SS1I tl§i?!l! +7I{�!! .:'.�?.iStsi�.s.. .','y_-(sss asIi itkt, itI{.i l{Eli?{l glss'rlsE{), lsssl<({. f1scn�� tlii Coeff. K,Mrca` ,k Rise (in) = 24.0 Shape - Circular Highlighted : Shape = Circular Span (in) ' ,r 96.0; atotal (cfs) = 706.3 Span (in), = 24.0. NO. Barrer: = 1 pipe (Cfs), = 706.36: Nt3, Barrer = 1 n -Value _ 0.012 Qovertop (cfs) = 0.00 n-tfaiue Culvert Type - Circular Concrete Veloc Lin(ftls) = 14.61 Culvert Type' = Circular Concrete Culvert Entrance =Square edge w/head all ,(C) Veloc .0 ft/s' P( � = 15: f p Culvert Entrari e Square edge wlhea` wall C: q, _ g d Caeff: l�,i,c,`,�;1 _ _ 98 0. r1.0�?98, 2,0.03 ,67, 0.5 HCL Dn (ft) = 341.58 Criefi'. K M C01.5. , , I a u - 0.0098 2 0103,918, 0.67 HCL Up;(ft), = 346.2,0 Embankment Hw Elev. (ft) = 352.54 Embankment Top Elevation (ft) _ 354.00 Hw/D (ft) = 1.63 Top Elevation (ft) = 365.00 Top Width (ft) = 76.010 Flog Regime = Inlet.Control Top Width (ft) = 51.77 Crest Width (ft) - 24.09 Crest Width (ft) = 24.60 .Eley (ft) {iGQ to 861 3c'4:00. 9SO:sJO 346;Os1.. 3aido.. .... H,� 0, inh (ft) 15.SG1 14.50' .kfiiE Efid"aisstYsl, 342 AR ',.fi€8'x43al+,.- 304,00 a #Cm 360.45 Calculations Pipe Length (ft) 55.38 Qrn IIn (cfs) 0,00 Slope (11/x) 4047 Amax (cfs) " dda+ � _� f1, a8Fh 8€Ffi s33a! �3 s�a�ga 'i;�" 's+f}b',z#i €€iF,I� „.�! irgiaari;Eu: a£aslsiI �bs£;aes 8�fi€4FS&?,� #'!-g^,�'?is µ�.- aa$lkjf.. g£$sslstttt4 F$it?�a,i,iit..i bd5x!,it;jtt#"�ayi:b rlsF{t iu� at(j[3f 3i(If4`s4kt4 ai(}4 � i1(jjf. t.t. = 366,25 T6111water Elev ( (dc D)/2, Rise (in), . k3fi�Iusfi d ._ya �i, a. �v`�fkf �"'t{{�33s?!!�, 1Fh8}i �t Pd$�lasf,: ,:o$}lttdi a°sssstudtstjssltS4 b£a,Edstt� x#ksx�aaI�IkT1..##r#9�'.3�.,;:� ''af£�'�l! .£.I!!!_ d1a�El!Ni!•1!, ,'€�.1!!I�d y.nlt xj}j Shape Circular Highlighted 11S 9 aF�•,f � �: t�!i9„ a£<4 ^"€alsft=�8F.a��t4sst' s§as,�}„3.:I Y--s$aa4ba$? "f?�iit. Tl �4Ya44a I�}skI(..-1ifl€I444yyt.x.' i;ssIt. - .. �... 24.0 Qt9tal tcf �- 26:50 No. Barrels sl�.gi a -t$?� . . iil"�. ' 'rsisxi4st,� �:'i yv� [ sj; fr it'�§�!!r f�I fit,.��??k 'i,_ttt;,!;'I ' f4fl t4l4}}i s btltF4 �tljjb fi}tf!C r{{tCtil!. j,�?l Iil?.�s3IIl{iI� r,71 �i4}�s{ g�I tttu(jjt. lk((k„ �,sss{t.i .e�,s,Oji+'_,. tt{l'it!� �i..& .ao� S9•�! ui�!i�{.'trta{}".- zskrt(jV . 26.89 . n -Value 0,012. 0100 Culvert Tape Circular Concrete Ia;s,!s l { ttI� iiilt tt{��§!,!", �t!! �ifI(a�sSCta .1sI!{44 .......:.....G. .... ce Culvert Entrance = Square edge r/headwall q , � '+�eloc Up .t_d r3 .,'.�',R-_ �sSizfi�s? ,4Y I44,I!1• lIIl tt{�iit{i!{5SS1I tl§i?!l! +7I{�!! .:'.�?.iStsi�.s.. .','y_-(sss asIi itkt, itI{.i l{Eli?{l glss'rlsE{), lsssl<({. f1scn�� tlii Coeff. K,Mrca` ,k 0,0095, 2g 0.03 5, 0.0.7, 0Z362,35, (ft) . at as�a€!+flh js{j{S�€„l4CSt4ty{"�' EI k ..-�aaarv�c .{ it�! -. jjj!! I 3ss). '.:?,i. s{{Yt lsssE lty :s'.:: t�{{Y s34•., : 355,00 Embankment, {{i:t1.-t ,�#xaf!!i l � lsC s1rscd£E {'s{,,� t., sa,{':;iI{d'tfY�#€!i `tt!fy atxfils4t4 aAIrt{$j[t t)4., ... - 370.40 Top Elevation (ft) = 371.715 {a8"�II,Xa itttt8s! s°yafstttt'4r` a{8gfi18€,&H• .ssf6,ttt 4�i. t"{ttif S . uttt sut1 sul4�t3*`°z€Ftss t4t4" 2,05 Top Width (ft) = 40,90 Flow Regime {�p)!Il-y SP�aS4 ktfh{t4u ls4tztt ;41``'.I2y., AfarhIGr#F!{ d�1!!! {4-?'z:88zg€'il,r {#ll IM134!F{la!! 4 4,juy jjjj. }yCt; { jj4s`; .:.t .. ..Y .i. 20-00 . tt+•:,'a'"`�?�;::.,.G.-.''tt°y.-fss`6tS44tsS"44cE�c144.�{F{{44.:u.,5c1{4.. at[I.l£. �{y4scvu(V1. e,tsj}[jt(k.sf(aCts�.vusfl{usts�.. uullIist4triU._' H:115\V152000tDRAWINGSIPLAN SETS\ROAD IMPROVEMENT PLAN\V152000SMO.DWG PRINTED BY: EVAN.NEWMAN 7.31.17 @ 2:08 PM LAST SAVED BY: DREARDON .33?665E755l9..e00a 3F1,66666 C. - 357.00ft-l su;tn A57 Calculations ns Qmjn,(cfs) Qmax (cfs) Tailwater Elev (ft) dn�s y e , ` da Jul 12.2017 W. = Q;00 = 6..73. = (dc+D)2 e50. _Q -6.50 ' Hydragvgfft Expressxter sign for Aijfo .esl ,V Acdc}CAV Civil 3 a 4y Auto0esk I,nc rrid y, Juh 9 2017 Culvert B40 to B4 Invert Flev lin (ft) 360.45 Calculations Pipe Length (ft) 55.38 Qrn IIn (cfs) 0,00 Slope (11/x) 4047 Amax (cfs) 26.89 Invert Etev Up (ft) = 366,25 T6111water Elev ( (dc D)/2, Rise (in), = 24.0 Shape Circular Highlighted Span (In) 24.0 Qt9tal tcf �- 26:50 No. Barrels - 1 °pipe (cfs) 26.89 . n -Value 0,012. Q6vertop (cf) 0100 Culvert Tape Circular Concrete V616c Dn (ftfs) 512. ce Culvert Entrance = Square edge r/headwall q , � '+�eloc Up Coeff. K,Mrca` ,k 0,0095, 2g 0.03 5, 0.0.7, 0Z362,35, (ft) 302,35' HSL Up (ft) 355,00 Embankment, Her Elev (ft) - 370.40 Top Elevation (ft) = 371.715 Hw (ft) 2,05 Top Width (ft) = 40,90 Flow Regime Inlet Control. Crest1`tdtl r () 20-00 . nty raafl pte Expre f for Aa�= 0ti1,.01ft 2oC A 0V ',400, 0by Autddektk, ' 1F,rI0ida, 3ay , ; ju n. 9:2017201 Culvert 850 - B5 Invert. Elev Dn (ft) 36836 Calculations ripeLength (ft) 72050 Qmin (cfs). f) 1135dpe ( 77 ( Invert ,lev U (ft)37 4M Tailwater Elev (f(do+ )/2 Rise ink 24.0 Shape Circular Highlighted Span (in)24.0 Qtptal (cfs) o, Barrels pip (i 11.35 Qov rto (#) 0,00 Culvert Type Gird lar Concrete eldc in (ft/s) 4 20 Culvert Entrance 'Square edge /headwall (C) "eldc p (ft/) 5.72 C efK IVI,c; , 0.0095" , 005, 0.67, 0.5 HGL Dn (ft) 369,9 HL Up (f) 375,21 Embankment Hw.Elelv (t) 375.77 TufElevation (f) 376,33HMI(ft) 0.55 Top Width (fl) 4366 Flow RegimeInlet Controil Crest Widthft) 200 tz � z o o W u Z zLL'< p J L 0' 0zd=d �o W W 4" J Q g= J PHP4d=1-000 fy+ ct� O Q t- to W '- o � c�z 4 N z 0 zQ o Lir aa0 g2z �� w�LdL,oQ�O Jim >ce - n m= w z z> w O O w LU z CEO Q� x==J=zz� W O W Q O O W JfnQ' CO CO z0 Pi� ti - r• -i C� 0 O d < o a, D R- - � W } d Lzu- Z-7�YY W d o0 W OJ z z Q w O 0 0, W '� �WOWW W=14 ¢z' �� �Z�]ZZZO- ow 1) 41 t� o Om z REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NO.'41 T,APPROVED F O 2 0 00 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 111=30' CAD I.D.: SMO PROJECT: ROAD IMPROVEMENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA M � i �R CONSTRUCTION PROJECT No.: V15 ,'; DANIEL R. HINES Lic. No. 043176 0 7/31/17 k�fL ONAI. SHEET TITLE: STORM COMPUTATIONS SHEET NUMBER: C 10 tz � z o o W u Z zLL'< p J L 0' 0zd=d �o W W 4" J Q g= J PHP4d=1-000 fy+ ct� O Q t- to W '- o � c�z 4 N z 0 zQ o Lir aa0 g2z �� w�LdL,oQ�O Jim >ce - n m= w z z> w O O w LU z CEO Q� x==J=zz� W O W Q O O W JfnQ' CO CO z0 Pi� ti - r• -i C� 0 O d < o a, D R- - � W } d Lzu- Z-7�YY W d o0 W OJ z z Q w O 0 0, W '� �WOWW W=14 ¢z' �� �Z�]ZZZO- ow 1) 41 t� o Om z REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS GALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NO.'41 T,APPROVED F O 2 0 00 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 111=30' CAD I.D.: SMO PROJECT: ROAD IMPROVEMENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA M � i �R CONSTRUCTION PROJECT No.: V15 ,'; DANIEL R. HINES Lic. No. 043176 0 7/31/17 k�fL ONAI. SHEET TITLE: STORM COMPUTATIONS SHEET NUMBER: C 10