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HomeMy WebLinkAboutSUB201700117 Plan - Approved Road Plan and Comps. 2018-11-16lM.AB 1� O O 1 � 1 1 l .1 . )I 11ROAD IMJILD- J1LDX0V_j.MENT.1rDLAN BROOKHliLL SITE DATA TABULATION Zoning Information: Neighborhood Model District (ZMA201500007 Approved 11/09/2016) Magisterial District: Rivanna District Special Use SP2015000025 (Approved 11/09/2016) Permits: Parcel ID Owner Owner Address TMP DB/PG Area (AC) OVERALL BUFFER EXHIBIT Haugh, Charles R & 435 Park St. REVISION DATE: 6/14/18 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 - 205 04600-00-00-01800 E. J. Olgesby Jr Charlottesville VA, 22901 46-18 731/690 13.95 ROAD PROFILE -ARCHER AVENUE (Trustees) SITE, GRADING & UTILITY PLAN -308- C-312 INTERSECTION DETAILS C-313 -C-314 SIGNAGE AND STRIPING PLAN Charles R Haugh & 2575 Seminole Traiil C-600 - C-604 MAINTENANCE OF TRAFFIC PLAN C-605 04600-00-00-018AO Elizabeth Anne Charlottesville VA, 22901 46-18A 1333/450 28.68 STORM PROFILES Oglesby Haugh STORM COMPUTATIONS C-807 - C-810 SANITARY SEWER PROFILES C-811 - C-814 SANITARY SEWER COMPUTATIONS Crocket 435 Park St. C-820 - C-823 FIRE HYDRANT PROFILES C -823A 04600-00-00-019AO Corporation Haugh Charlottesville VA, 22901 46-19A 4997/724 15.90 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 1 WEST & Helvin SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 1 EAST C-829 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 2 WEST C-830 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 2 EAST Crocket 435 Park St. C-832 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 3 EAST AND ROUNDABOUT C-833 04600-00-00-019131 Corporation Haugh Charlottesville VA, 22901 46-1961 5003/384 8.47 WATER DETAILS & Helvin SANITARY SEWER DETAILS C-914 - C-915 TRUCK TURN AND FASTEST PATH PLAN C-916 o Crocket 435 Park St. wc���Y Yw Z r z 00L wz 04600-00-00-01963 Corporation Haugh Charlottesville VA, 22901 46-1963 5011/170 47.76 aw gw &Helvin �� Crocket 435 Park St. rn 04600-00-00-01984 Corporation Haugh Charlottesville VA, 22901 46-1984 5011/170 162.75 & Helvin ]ISSUED' FOTO SHEET TITLE CONSTR �l CATION COVER SHEET SIGNATURE DATE SIGNATURE DATE GENERAL NOTES SIGNATURE DATE APPROVED PROFFERS THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING APPROVED ZONING MAP AMENDMENT PLAN FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES OVERALL BUFFER EXHIBIT BEPC PROJECT # V152000 OVERALL TRAIL EXHIBIT REVISION DATE: 6/14/18 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 - 205 H:\75\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000SD3.DWG PRINTED BY: DREARDON 10.30.18 Qa 11:34 AM LAST SAVED BY: JCRUZ SIN I" jx_'41 ANL4_)) -,T"- A AN17- 11A JA xx -411D AV"�NU"' AID CH7r Ix TAX MAP PARCELS LOCATION OF SITE ROUTE 29 (SEMINOLE TRAIL ROAD) AND STATE ROUTE 643 (POLO GROUNDS ROAD) g� 'A RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA M zf _. ' qj / /V� z t..� /� 3 .v ? / -, �N'r y_ f ';+ it ,`64945 f - , t YEi . k ? ` l qilk,/ ge t 9' SITE _ ry 7 w x s i ,t m e ' �'r 549 41 4,t I J �'1-. fi'fF� f f h'U •u _A4 IM1l"j; I z n ,s I fi59,� V_ ' = 1:z.. _.t r 29:8 Ir u _ _,.__.._.. IIx. "' —_. ✓t _..,._._._ LOCATION MAP AP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' ♦ OWNER: HAUGH, CHARLES R & E. J. OLGESBY JR (TRUSTEES) 435 PARK ST. CHARLOTTESVILLE VA, 22901 ♦ APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245-4932 CONTACT: ALAN TAYLOR 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 www.BohlerEngineering.com CONTACT: RYAN T. YAUGER, P.E. 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 ZMA201500007 DATED: JUNE 15, 2015 (REVISED OCTOBER 13, 2016) (APPROVED NOVEMBER 9, 2016) ♦ SPECIAL USE PERMIT: SP201500025 ♦ ROUTE 29 IMPROVEMENT PLANS: "PLAN AND PROFILE OF PROPOSED STATE HIGHWAY" PREPARED BY VIRGINIA DEPARTMENT OF TRANSPORTATION PROJECT NUMBER: 0029-002-135 DATED: 10/22/2015 ♦ VIRGINIA STORMWATER MANAGEMENT PLAN W P0201700037 GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 MCINTIRE 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 APPROVED ZONING MAP AMENDMENT PLAN C-105 OVERALL BUFFER EXHIBIT C-106 OVERALL TRAIL EXHIBIT C-107 EXISTING CONDITIONS AND DEMOLITION PLAN C-201 - 205 OVERALL SITE PLAN C-300 ROAD PROFILE - POLO GROUNDS ROAD C-301 - C-303 ROAD PROFILE - STELLA LANE C-304 - C-306 ROAD PROFILE -ARCHER AVENUE C-307 SITE, GRADING & UTILITY PLAN -308- C-312 INTERSECTION DETAILS C-313 -C-314 SIGNAGE AND STRIPING PLAN C-315 - C-318 DRAINAGE DIVIDES PLAN C-600 - C-604 MAINTENANCE OF TRAFFIC PLAN C-605 LANDSCAPE PLAN C-701 - C-703 LANDSCAPE LEGEND C-704 LANDSCAPE NOTES AND DETAILS C-705 STORM PROFILES C-801 - C-805 STORM COMPUTATIONS C-807 - C-810 SANITARY SEWER PROFILES C-811 - C-814 SANITARY SEWER COMPUTATIONS 0-815 WATERLINE PROFILES C-820 - C-823 FIRE HYDRANT PROFILES C -823A SIGHT DISTANCE PROFILES - POLO GROUNDS ROAD C-824 - C-825 SIGHT DISTANCE PROFILE - RT 29 C-826 SIGHT DISTANCE PROFILE -ARCHER AVENUE NORTH AND SOUTH C-827 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 1 WEST C-828 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 1 EAST C-829 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 2 WEST C-830 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 2 EAST C-831 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 3 WEST C-832 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 3 EAST AND ROUNDABOUT C-833 TYPICAL ROAD SECTIONS C-901 - C -904A CONSTRUCTION DETAILS C-905 - C -909A SIGN DETAILS C-910 - C-911 WATER DETAILS C-912 - C-913 SANITARY SEWER DETAILS C-914 - C-915 TRUCK TURN AND FASTEST PATH PLAN C-916 r . 6 R t he V 5 a., D REVISIONS G DATE o BY U it REVISIONS PER RT, CCn Z O � o w �f U 0 LL w { 2 _ ¢ LJL ¢ o] RTY � .Q�d 10,J= -4Z+ 3' a o Q 9� a o U� ,-� ' .� 00 w� RTY wQ R 4 8130/18 R RTY Z W w fl o z¢ o0 zetz r-�W adi g2`t z¢oac�z o o RTY 6 w w FOR APPROVAL RTY 4¢� of SIGNATURE 7 �w0 OOcww m RTY O � _o R IS 1.2 � � 0 w0 w¢ O O w J in Q� m Cq Z C7 o w i� !J b�w Q O a h 1� Q a O o M Z tY o¢ W Z2' p� �y t Z g g Y U a o W wc���Y Yw Z r z 00L wz co o z s W &i aw0w_ww= �ZO]ZZZR aw gw �� om rn REVISIONS REV DATE COMMENT BY 1 10/26/17 REVISIONS PER RT, COUNTY COMMENTS REVISIONS PER 2 3/7118 COUNTY COMMENTS RTY REVISIONS PER 3 6/26/18 COUNTY COMMENTS RTY REVISIONS PER 4 8130/18 VDOT COMMENTS RTY REVISIONS PER 5 9/5/18 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 SUBMISSION RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law, APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: AS NOTED CAD I.D.: SD3 PROJECT: COAD IMPROVEMENT PLAN FOR STATE ROUTE 643 POLO GROUNDS ROAD, STELLA LANE AND ARCHER AVENUE LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r BOHaLE9 EN'G1 N E ER1NG 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com V R`l N YAU+CR .p Lic. No. 0402056625 ,oma 10/30/18 NaL r SHEET TITLE: MBER SHEET NU C lod 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 O N ARY INF RMATION 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 WPO PLAN #0201700037 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 THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 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. PRIG O R T 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 ARCHITECTURALIBUILDING 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 I-IMMV152000UDRAWINGSWI-AN SETSISECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000SD3.DWG PRINTED BY: DREARDON 10.30.18 @ 11:34 AM LAST SAVED BY: JCRUZ INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 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 ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER 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 PLAN(S) 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 DEMOLITION NOTES: 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: 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 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: &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 TO C0.NT ; A CTyOR 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 (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 (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 (2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A NilAXIMUM 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 (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 (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 DISCREPANCIES MUST 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 GABLE, 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 CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE 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-INS/CONNECTIONS 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 DATE, 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. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST 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. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF 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. OT ENEJ' �AL 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 21B 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 ARCHER AVENUECGEPTANCE 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 OR A 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. ACSAGENERAL EVATE & SEWER CONDITIONS NOVEMBER 16, 2015 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). - g Ca F o '� s ~ F" I ­_o G c[ < z N_E CCC z 0� 0ow H , UUja �1- 4 w ZFC7 J0LL P4 oe� u 2 0 F" Ij aJ 1E ffi z � W!QaI=-�10 0.4 P14 " W Ey Ja ,25 _j �W--O5b U QI-0 'o o 9Pf)Aa**owirP4 f� rR lIiiivM4 0 a W o WCb an QQ o0 �7ZU) aIZ= }z¢ :4 C-) >=�a"�Cz ow H�,� -1wm22>K w= �7m '-��g <'co=Wzz5 ow C r w o O w w Q ==m zm=cC z_- ,,e0 o�zp��~ P-mffmcnzo C) _�,- " �� *+* - w< r7� ao 99L,a C� oz pq W �Pr� Iz a- �) 0 O a �w >- � 0- s 8 b W0 W ¢a�zW= �� W wc��Iz��-�� r� awo}5-,Q ow Wac�J�����4 IL w O w w w= � w gX =zmzzza ow *+*¢ "I'll" . . . . . . . . I'll ffl_� 2 .� ccn T �� IREVISIONS REV DATE COMMENT BY 1 10/26/17 REVISIONS PER RTY COUNTY COMMENTS 2 317/18 REVISIONS PER RTY COUNTY COMMENTS 3 6/26/18 REVISIONS PER RTY COUNTY COMMENTS 4 8/30/18 REVISIONS PER RTY VDOT COMMENTS 5 915/18 REVISIONS PER RTY ACSA COMMENTS 6 9128/18 FOR APPROVAL RTY 7 10/30/18 SIGNATURE RTY SUBMISSION KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR 111. ) GONSTR�JCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: N/A CAD I. D.: SD3 ,00 PROJECT: ROAD SII �O�JEI�II�I�� PLAN FO STATE ROUTE 1643 POLO GROUNDS ROAD, STELLA LANE ANIS ARCHER AVENUE ]LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA a- BOHT L E R ENCFI�E�YI�TG 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com LTH 61 V• v R N YA R *P .p Lic. No. 0402056625 g ,� ��, �8X10/30/1 S \ ,jil4•s��NA SHED- ET TITLE NOTES SHEET NUMBER: c - I01 N:\15\V752000\DRAWINGS\PLAN SETS\SECTION VROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000SD3.DWG PRINTED BY: DREARDON 10.30.18 CD 11:34 AM LAST SAVED BY: JCRUZ Brookhill PROFFER STATEINIENT Daie: Octobc -1- 13, 2016 ZNIA No� 2015-007 13moklidl 11 A ax Mapand ll�ircc! Nulobt,!r�,sl: 04600-00-00-01SA0, 04600-00-40-01800 ap(I 04 ,f 0 01 00 iijo-00- o- 9 fax Map and Parcel Nurnber(s) Righ SOIctol Site: 196110-00-00-018110 and 04600-00-00-0.18DU Owneris) of Record: (JIARLES R, 11AUG11 S4 ELIZABET11 .4%,NN 0GJ,,ESBY IIAUGM I CHARLES R. 11AUJG11, & F, J. OGLESBY, JR,,,TRI,jSTEJ!'S; (`R0CXF_`I' F C01U10RATION, it VIRGINIA CORPORA.11ON; HORNE LAND CORPORATION, a VIRGINIA CORPORATION AND CILki"I'ON C0RP()RATJ0N,a VIRGINIA CORPORATION Approxima'vly 277.5 acros o be nc�xwtcd from R-1 ResidentiA to NNID (Neluldiorbood Mt)dtl District) CHARLES R. IIAU'Glf & FLIZABL'I'll ANN OGLESBY IIAU'(Al are lie owners of,fj,,� N�Jap PONNA 04600-90-00-01SA0,; CIIA.R[,ES R. lJ,,%,UGI1 & El li. oot,ESBY, JR, TRUiSTl,,',FS are tile ov�ucrs ol"Fax Map Parcel 04600-00-00-01800; and CROCKETT CORPORATION is dw, li��vncr of Tax Minn Parcel 04600-04-00-01900, afl offlw ownels of such parcvf& are lmferrt�dto hereiij, colleq as flw- "011vner" end the pareel's arl? referred to her6n as i1w 11rvporty"� HORNE LAND CORPORATION is tile owner or Tax Niap ParcvI 04600-00-00-018110 and CRAF'TON CORPORA11ON 6, 0-w u­�N­,cr of "Fax Nlap Parcel 0460-0ti-00-0181)(l, ]"he Prt cr y i it ji (I)Q , it) ect of tile rezoning k "Al -,onarle County (,01C 4-Cminly i as "ZiNfIA '20 15-0011" toy a pro)f"vt includt�, the �rpp'ication Plan prepared by collin's Engfneerhig entifled, %Iodei Disider N MD, Application Phtn"' las! revised I i I ki .11 4 I'll septenl1wr 10, 2016 (the "Application PLm"), a Cod,� of Dev?,:lopmelll cluithd The "firmAhill Ncigilborhood Model Code ctf Development. 20 16 Iasi tc�i,�ekj (Ilclober 13, ine ;�Cod�- of Developnacnf�), Cipitali7vd u4 ­111s, riot defined it) these Pnoflfiers iwve lfv� 5mlle deflniuolts set �01111 ill elber Qw Code of'Developinen, or tile Application Plan, Pursuant lo Section 3�1.3 of' the Ajhmatirlk� Cumnty Zoning Ordinance, thic Owiter rwreby Volumarfly flne conliftions hst d below which sbell be aPPlied tij �tle PrQP�711Y if it is rQZk)rWd to tile div,rief idemified abwvc. Th�cse �;011diiious are profff�fcdl its a part of 01V propoied ruzmniq, vild tilt: Ovvner,ac�uakvlcdges fliat iffie conditions llrc flolo I is' Pun, NY rc);'d Plalis Llilproveld b% die Virginia D(-parolleflt (­VD0V'1),, the 0tviwr sh-ail colls;RXI I'All aliki turn buic iniprovQ111trilui, Incl c(ling, iniprovernell"s to flic, horizontal $ - In 110 cros!� �ecliol, of Polo (Jrr�ztndz� Rwad ("Poto Groi,,nds, Road Tlw Polo Ground-,� Rotuj shalt be conlptt�cld ill tv"o I'lliast-s. Owner s4mll bc-in sonstructiouoi pha,,qc je� depicted on dw FigUrc A� Brookilift 'Fr�d'liv Plkie;iny Plan ("T'laffic phasin- Plan"), prior to tile s s L )f 'a buildin- penlill fbr file, firsi (I dwelfing within tile Pro ect, rid thc V� Z, I �i , pb,wie, I Polo Grounds Rolid jinproveluent's sholl be sub,�uuvially conipleied prilr to ce , 1' o cither 0a Pentilit 1'or the fiflie�hi (50"), dwoijin,­ (0thcr than an Assislt�o jjvljjg,ou.j��,ijjr; holne (IT con valescein 1'avflify) within tile Projw" or ii) a clotificaw 01' oc4nipillicy for any lud�s within �a Intlhi-fiirnilv dw-lellin', withirl the projcct, lwhicht'ver firs, occnms, Phase as depictcd IV., oil tile Traffic, Plia'sing plan� shall be Vonlpletud prior "o issuallce of ally Permit for a dwelling (01her dian, a mulli-flilluly dweiiing, Assisted Living nurAnIg hmne, rest hoate or convaleseeni: 4� b� facility) %yuhin Blocks t 4-18 of '&".e Pro cel, '!lie polo (irounds Road ,hall he do5it I' and c oz c VDOT standards, indulling, withoitt lialitatioil� Vj'.) I" .,m nstructed to zqiplicabi, (y 6 onletric. Desi -11. 'I'lle Polo Grounds Read Improleciecrtis slitiall tie ticterinitic(I to substainially eoinpleted by� 0 tile Nlbenrarle corcity [�'lilgineert or iui dcsigi, ve, or ii) vhou tilcy arc inspecled kind file VD01 c011structiol! botid is reicwscd, or iii) ia VD01 official othenvise confirins that they are subsiantiaily cornp;ew- Pwrsuant to approvall by VD017, Polo Giounds Road lalprovertlents shall includc salinnalult:1 tunnek, shown �;oacepluully in Phlore 13, C'Salaniander Cros�0nu L'Adbit"'). Mainrcwmc�� c&lhe salainander raunel,� 5,hah be tile re'sponsibilay of 01c Ownvr, and a maintenance agreenwnj �Jjajj bc esiabli-shcd and approved by VDOT during, tile VD(_)T rc% u:,.v of thc road olans for flie Polo Grounes Road Irnproven tents H. j?'oute ')9 j I Kll 1) -ivaw w foad phalls approved by VIDOT, tht� owilel- shall construct ail intersection and turn lane ROUV� 29, CORCeptUdly depicted on the Applicafien Plan ("Rotire 29 "Iner5ection hllprovelrwnrs")� Tfi'c Ro-ute 29 Intersection lrnprovenicnui shall be substannally ccanpleted plior to rssmance ot, �,-jfficr Perillit litz, tlw o1h fifiie.r[t (5 ) dviciling loilict iban ail Assisted Livialo, autsing holne, rem horne or collvalescent , ; fhei"'Ryll within tile pro c��t or ii) a cQrtifivate of uccuppricy for an -v unils twilhin a mulli-fianily J dwcllil,�g withilt PTqject, wfiich;�n,-er fimt ocours. The Rotne _�9 Inteniccuoll shall he desh? ad coustrtmed ill applicabl,� VIX)T slandarehi, including, wif-hout jinjiuuiojj� "'ned a VDOT's (3coineiric, Design, Tko kourc- 29 InterioctilGla linprovemears sliall be (jewrinined to b 0 C Sul%,wnti�ally conipleted I�v: i) ffiw Albemarle, Cousny Engineer, or or ii) "vitell they are conslyucwd, inipected and tile VlXff ��ojrsiruciion bond k, relea5�ed,, or 6i, a VDO'fofljc�al j 11 otht�rwisc corlfirn,,-, -01zo fliev ar� Substantially �:afuplvtc� C, As lw 4 )�.ard Colincctiofl, Pursuillm I0 TOud plans appncjve�l ljjy VDOTand a lempor ­A­Q�L .4 J3 ary construction casetiterit and aillintenittet, agrecnion't approved by thA� Cotally, tile Owaer shall cowarue! the Asblvoo,t! f3ouiovsud Connection, as conceptualk, daepicted'witil, land,caping shilwn on F.xhibii (2, Ashlvood Botilevard ConncK-tion ("As4mood r leva, lou � "d a pedestriall comiccrioll, t�hall he banded prior to road plal t approvit i autd ziubitanuaby etwopieted prior to! i) tile issunice ()f the five illuldred1th (5006i pernin for a dwoliffig (wher Ittill a mulli-Catnily Assisted nursni�, home, rest home, or convalescel-a flacility) or ii'� thu of the eight hundreddi (800th) Perillit f"'Ir any dwelfing, lyp� wuhin the PRIjccr, Wh'011�vcx first vecurs, fit any I c�voaf, 0%vncr shall have cortipleted the Ashwood Botilevald Connecdon prior to tile coinpletioll offilic ixesterit of Asti ivood Souli!,vard to 3crkinar Drive (`,Nieusiorl� ll"Intil rwch little us the County detcl-mines lo submit 0w Ashwood �Bciulevtud Coimecij�Aj i'ol, public dedicaticta, tile Owner sha'Al be responsible l6r all alaintenalice, rcpairs, bonding aud insurarce of the, A'A"Vood Boulevard Couneetion, 'file Ovvrwr �31rall sublwL a tenipor�jry construefion eascnitmz and luaintenance !!)at, is acceptabRe to tile cou'lliv Prior to approv�nl of road plani Phase I roadivay iraprovullient", Yhe Owiler"", billprovemews shall N, dcdic�ued, to�, 'hei With the craliny-i-miled rig dcrernifiresto subutit the Asliwood Boulevard Connection fQr public oiedicallwi� The Ashwood Boulevard shall be deferinhied to be silbstarimilly compfh�lcd by: i) tti(. AlbQjnale 0.-Rluty Engineer, or its designee or ill Nvben it is constructed, inspected and VDOT Tras accepted the AiliwoOd Connection R)r dedication, or iii) a VDOT offficial othmvise confirms that they pro substantially complete, 11 Rio Mills Road Pursuant to road plaris approved by VDOT, the Owner shall construct a two falie road conjilecti.ou tirom Rio Mills Road to tile neWtv-constructed. Berkmar Drive 13mension in the approximate location shown oil Exhibit D, Rio Mills Roadvvay Confleclical ("Ric) Mills Road Connection"). Tho Rio Milk Road Connection.shallbe substantially cornpleted 'Prior to: i) i.ssuanlce of the two hundredth (200th) Permit trtr a dwctling unit (otlwr tilan a nitifti- IV family dwelling-, Assis;ted Living. nursing home, rest horne or convalescent facility), (,-,r ii) the occupancy of twenty five thousand (2.51,000) square fcQt or viore oftion-residearial 'space within Block I of tile Project, which ever first occurs. With the first firnd subdivision Plaz� or first final site, plan for any oflile Property, vx-cluding the Ict permit the construction ofthe subdivision of Blot -,k 19, Owl ner sitall dedicate sufficient land f Rio Nrills Road Co , naec(ion (including right of way' arid grading casuirients) as conceptually shown oil Exhibil D. (The dedication plat for the Rio tylills Road C'onnection strall riot be, -ucturc plans are, approved and coiistructed or bonded). Owner approved until all road and infirasti shall bear the costs associated with Preparation of flIe Rio Milis Road, Connection tiedication plat Tin- review and approval by Albemarle County (the "Count -v), The Rio Mills Road Connection shall bc dcterinined to be substantially Completed by: i) the Albemarle County Engineer, Or its designoc, or if) when it is consLructed, inspected slid VDOT has accepted the. Rio Nfills 0xillection fo- dedication, or iii) a VDOT official otherivise coultrilas that the,, are substantially complete, ri Transit StOP. 71w Owner shall construct aTrairsit Stop within tile oenet,tri location shown as a proposed Transit Stop on 'tire Application Plan (the "Transit Stop"'). 0 The Transit Stop shall be designed and constructed in coordination with. arid approval by tile Coruity� Director of" Community Development arid Regional Transit Authority (if in place) and shall incorporate a shelter, including a rest berich, pedestg ian access, and si ' gnage equal to or better than the current (ransit stops for Charl� ,mesville Area Transit (CAT_)� 'lile Transit Stop shall bo installed and completed concurrently With the installation of surrounding, roads and sidewalks within, Block 1, The Transit Stop -arid ai-Nwe relercricQ(t f eatures shall be dedicated to public rise, or tbp� ()y,,ner shall gram an casojullqit as necessary to allow for the publiettecessand usage of sucil facilities, E Public Transit Qp�pratillq FXoenscs, Within sixty (60) days of transit services to tile Pr petty ---------- 0 CAT, a regional transit authority, or odier provider of transit service having commenced by selcoed by tile counky, the Owner shall contribute Filly Thou%oltJ Dollars ($50,000) to the County to be used for operating expcitses relating to transit service to tile, Pj*olierjv1_ ju(i 0�\,ner Shall contribute Fifty rhousand Dollars ($50,000) to thc� counly each year thereafter f6ra period of nine, (9) additional years, such diat the east, contributed to tile County pursuent to this Proffer W, Shall not exceed Five Hundred Thousand Dollars ($500,000), The nionetary contributioli in years t,,vo (2) through teit (10) Shall be paid by the anniversary date of the first contribution art(! cacti su,01 contribution shii'll bz conditioned upoti, transit scrvice being (, f rol erly during the twelve 0 2) nionth period prior to such contributiors,. provided t) fhe P (_',_onstrucLw_n 'Fraffic, lyt."m QLi:ism, The Owner shall establish Collslruvfloa Entranecs to Lhe .... ...... Property in locations as, approve<1 by, the Counry and VD(Yfas part ofthe Erosion and Sedirlivin Coqrroi Plan arid Site Plan process- Duringthe period in which all roads Nvill be constructed within the Property (arid until conipledoa)� construction traffic shall be required to Lusc, the Constructioa I"turmices its (Icsignatcd ill theapproved Erosion and Sediment Control Plan, The lovared, Paiks and' Civiv Spaccs shall bt� eonvt�yQd to, and rtmiumbied by itie ()�vner's 3� Pro fter for Ca )ital A, File ()wnvr sbaij ci)ntriouie cash on a ner "rnarkct-rmc" dwetfing unit i:iasis in ex cess k I tile number of kinits I thm are allo,,ved by 1111der tile yoning in ex;,ltQnce jr;jor to th I �, jpT):l,,v1, I thi�� ZNMA 2015-00"" f the purpose�� of addre-nig I for sl , ille, fl,,:cal impact-, of developinent on 1he courtty`�s public filedifies ��,Ind tnfta,�trucnurc, i,c,, scuo0k, public safetIv. libraries, parks and trawspovu"Jorl. Ft �r the pul poscs of' this Pro lffi�r 3, tile nun"bl"T of v a its tillowed by ri�Ot In Ider die Cle-family detached unil%% A Inarket R-1 RlesKientuil zonilto N two hundred sixty-nine 1`269) siln, rate" kipit iks lmydvvelling, uni" to the Project illat is not cither a For -Sale A-fibi-dable Houslag ljoit ol Fiji- -Real Affordable t-friii as del�,'cdbed in Proffer 4 ("Marka P�ate 'rhe cs,;b n tl conifflbuxions shall 'be Seven 'Flictilsand 'flivee Ilundred Thuly-three dlid 118-/100 Dollars 67,333U 8) for cl�ich single faluily demched Nlarkel Ratc Unil, �j!hcr ihan a - conitructed For-saic Afl'ordlibic D%velling Unit N� ithin tile Prc�lject 1pialifying as such undcr Proffer 4� In oflre3: words, the cash cootribution for market cate single, farnily utli,s shall be,,in after tile issuance ofa Z7 00 for the 269th singto flamiiy dwelling trni� zjrjt�l piior toJ�c issuance ofrt CO lor tile 2701h sinjkle fatnily dwcIfing injnl Tlle cash contributions for cach single funily wtached Market Rate Unu shall bt Five Thow sand Four Hundred and F'orry-, -n and 57-100 Doliars ($5,447.577', other than a , sevc i cons'n ctcd For -Sale Affordable Housi Ile thul ora ForR;�maAffbr(tlble Plousii Allin the 1 t _o, Unit w- 1 -nig as such tiliticr 11tofter 4� The cash contributions for encli multifundly Nlai,ke! project qualify Raw Unk Aall be Seven Thousand Four Hundred Nineteen and 91/300 Dollars (,$7,419�41)',other - k * tt Affo-dabie I lousi.njg UnP within than a constructed For Sale Affordable Housing Unit or,For Ren 0W Project qualifying as such under Prol&r 4, 4, lite Qvilmor shall provide affordable llowshlF equal to fifteeu percent 0_51%.) of the total tjjjjju)e.r rly residential units cotisnucted on the Flroperty. For exaniple, A* one thousand (iobo total nuns are Uired 10 he provid"d to coostructcd in, the t1roject, on,�Jwndrcd fiftv (i501 unns� or their equivakirt,,ne req salisfy this Profl�cr 4, s4ttijec, toparagraph 4C, The Ow-' RCT or iu- in Hlieles( reserve gleright to rileet [Ile affordable houl:li-ag oviective througli a varie,.y od housing tYJ)C�3, inelvding bui not finnh�.'dl to aw sale units� rental runts� accesiory units and cal-riage I tons, ("Afflordable lJujj.�' k ) ol- 1hroogh (,�ajjj Jy described ill seQ�tiorrs 4A,,413 and 4C belcm. contr0biluolls, as vlorePin-ficula, A� Ew All purcba,,;ej�; of the For -Sale Affordab�e limsing! (deflned bclow ihall be app�oved by the Allicuturle County Housing Offive or t , ils desjunce, 17(ir-Sab� Affordalfle Hom�,,,ing shall be dvvelling units offered for salc lit faiccs totc which houscholds, with less 111"lacig ty pere4e,11T (804/,0) of the area modiAil 1,111,00olle UaRY qualify, 65%) oil' V f iDA's Nla.,�hnunl sale's Price for first-thile and shall not v.ncecu sjxjy_.fivc percerij i 'hornebtryers. Thcl Owntr Aall provide the (,lo' esqpice a period of one llundcd twenty unty or it, (120) days v�� identify and aii cligi-le u chasQr For -Stile Affordable liotisirig Un 'I lie one hutidkeJ oveafy (124)) (lay p"cri(A shall Qonnrtolce upon wriaell notice 111.0in tile Owner that the shall bo available for �110, Thi,,,-, notict, Shall firn b,_� giver morc thart, ninety(90� day, -)r to rcccipl of tile Of OcCUP,"HICY to;- dire applicable For -Sale Aff,,,'!rd'a'blc pri" Ulnt� 111C COUnty OT its &Sigl!Cc� owy then Feve, thirty (30) days w4thin wiliQlt to pro6de pur,11aSete jor S -Sale Affordable 1-lousiag TJnit� ff 'tile County of its designee� a quPlificd i I( , rt(�h For SL does not provide a qualified pill 'chaser durivig, the one hundred iNveiny (!20'! day i d OwtI4�,,r Ndi have (he right to sell the tunt(s) witholu any restric6on On `sadcs price or fil000le or tile purchaser(o. Carriage Unks, as defined irl the Code, shall not exceed tstventy- I rcent (25'33'a) of tile totM Affordable Units, B. F -I ent A rdabz Flou it 1 nits, (1) &p'taLKTta The initial net rent fbr each rental holising unit for 1which Owner seels qualification for the Purposes of this Proffer 4. ("For -Rent Affordable Housing the then -current and applicable maximum w rent rate approved Ullit`)shall not exceed by the Albemarle County HOuNiol" OfflcQ- in each subsequent calcndar �yettr, tile niontilly net Cut fbr each For-Rew Affordable Housing Unit awN be hicreased tip to three percent (3%), For purpose of(his Proffer 4B, the terin "net re' ans that if-, rent doe�,� agi lit" vile, include tenam-paid inifities. The requiienient that the rents forsuch Foi-Rern Affordable Hou -sing Units may not exceed the rilaxbouni rents established in [))is paraggaph 4B shall apply for a period of ten ()0) years fbilowillf, the date tile c' ficate of occupancy is 971, erd issued by the' County (Jor cacti For -Rent Affilrilable Housing (juit, or ontil tile units are sold as lows or rtioderjjte� cost units qualifying as such under cither ihe Virginia I-Iol,r3ing Develoonient Authority, Farmers Iforne Administration, or Housing and Urban DevelopaiQnI, Section 8'� ",hiQhcvcr corries fits( (the "Aftfordable'l"erm"'), _'K�jk s conveyint�, ariv, interest in 0 -IQ Fc4r-Rent Affbi'dable (2), Q)IL c nqg-or hlrerest� All deed� Housing L�Iltits during tile AlfotdableTerm sli,�Il Contain lauguag rechirl( 0 Q _4 that stich ollit is subject to tile berins of paragraph 4B. In addition, all coraracjs pertaining to a conveyance or an,,, For -Rent Affbidable Housing Unit, or Iny fgIrt thercof, during the Affiirdabic T-,rrn shall contain a coniplere, and full disclosure of tjjE� restri tjon�,, ad controls established by this parag �raph 48, At leaSE thirly (30) days prior to the conveyance of arly interest it) ar�y For-Reirt Affordable Housing Unit during the tz, Afforlible Term, the theri-curient 0 witer shall notiA y tile County in lvritirig of tile conveyance and provide the natile, address and telephone number poternial grintee, raid State that tile requircluents I Of this paragyaph 4B(2) have been stlj�sfred. (3) as. During tile Affordable Tcrnn, within thirty (30) days of cacti rental or least! terni forteach For -Rent Affordable Housing Linit, the then -current 0�4,ner $hill,' provide to tile Albemarle County flOu'Sing Office �' colly of' the renral or icase ru'reernent for etich such unit rented thatshows the rental rate for such unit and tile terill 11 of the rernal or lease agree'nient, In addition, during the Affordable Tcrrn, the then - current Owner sh.all provide to the County', if requested, any rtlports, copie.c of reiltal Or lease a9jeeniews, or other data pertaining to rental rates as the County rilay reasonably C, Cash in lieu ofConstructiq_gAfl`br4qbIe Dw,eifjlij"nili� In licu 117TO-11str-tw-ling Fo­r_-_Sa1e, -or For -Rent Affordable Dwelling 1 Irths for I t ficen percent of the toral liumber of Units, the Owner has tile option to make a cash; contribution to Albernarle County toy tile affordable housing program in title amount of Tvventy-Four Thousand and Three Hundred Seventy Five Dollars ($24.375�00) irht� "Affordable Cash Proffer") for eacbsuch unit as folloNvs� the owrQr lind tllereb�V shall pay the Affordable Housing Casdi Proffer to it, u - shall exercise the option to in County, if the Affordable flousing requirement has not been proportionally lnet otherwisc� in 'four (4) 'It of a, Co for cacti of tile two instal Intents, after an inspection and prior to tile issuance (if approv� hundredin (200th), five hundrechh (500th), eiglit hundredth (800tl�), and one ihousandth (100(lth) d%veffing On it withia the Projiect. "The total Cash in lieu contribution due to Albemarle County at each of the lbur (4) payment periods as noted above shall tie calculated baseA'i Ou the total of Certificates of Occupancy issued for market Rate and Affordable Housing Units. 5, Cost Index. Beginning January I of cacti vear rtill(twing the approval ofZMA 2015-007, the arnount of each cash contribution required by Proffers 3 and, 4 the "Cash Contributions" arid individually *'Cash Contribution") shall beadjusted annually until paid, to reflectany increase or decrease for the proceeding calendar year in tile Marshall and Swift Building Cast Index for rnasonly walls in the Mid-Atiantic "rbe annual adjustment shall be inade by multiplying the proffered Ca 5h ContributionSartionat due for tile preceding year by a fraction, the nuajt�,r$jt�Qr of which sball be the MSI azi of December I in the preceding- calendar year, the denominator of which shall bi the. MST f I- ernbel I in tile year as o jec preceding file cafendar year most recently ended (the "Annual percentage Changet`j� By way of esarriple, the r1r5t annual ad ustment $halt tie $7,333,18 x 2017 'VISP2016 11vISf, 1,.�ach anniiat adjustment shall be based on theartirtunt of the proffered Cash Contribution due for the innnelfiltely prceeding year based oil the formula -contained in this Proffer 5 (tile ainotim derived frorn such forioula shall h referred to hereinafter its tile "Cash Contribution Due"'). wided, however, in no event shall th - 'ash Contribution pro e C aniount paid by tile Owner T les's than Seven Thousand Three 1-tundred Thirty-thr., 1$1100 Dollars S7,33 3 � I $per single fhnu ly detached Market Rate Ull it and Five Thousand 1, -'our Hundred Forty-seven and 5,V100 Dollars $5,4475'�/ Per single falullY attached Market Rate Usnit and Seven Thousand 1"our Hundred Nineteen and 91100 Dollars $7.419�91 Pci` multifamily Market Rate Unit under Proffer 3 or Twenty-FourThonsand and Thrce Hundred Seventy Five Dollars S24,375,00 per affordable dwelling rnut under Proffer 4 (the"Minimurn Cash Contributicln'l)l The Annual Perccrltagu Change shall be calculato, each Year U4-ill� Ile Cash Contribution Due, even, though it tritly he less than the Minimunt Cash Contribution, HOWFNER, the arnount paid by the Owner slizill not be less than the Min rimoul Cash Contributiom For each cash contribution that is being paid it) increments, the unpaid incremental payineurs shall tie, correspondingly a(�'Justed each year, Notwithstanding the provisions of these ProfIc" to tile contrary, file owncCs obligation to pay Cash Contributions shall not commence tintil tile number Of 1111T!5� to Which Stich Cash Contributions apply have been completed that resuils iii what would otherwise have been a totid CaA Contribution equal to tile total value of: I) tile I"Icalientary School Site, and related improvements to be completed by Owner, it) tile High School Site, iii) the Rio tvliflN Road Connecticut iv�) the Polo Gi-o -unds Road irnprovenn:nts, v) Route 29 Intersection Imp'rovements, vi) AshwoodBoulevard Connection, and vii) the Trail NeiNvork, (Colicetively referred to as tile "In-kind Contribution"), The lir-Kind Contribution shall be' SJI,086,6162.86� The fil-kind Contribution reflects file value of the improvements that the Owner has committed to make in thcs:e proffers that are for the hcrieth t,)f the public, In other words,. the Owner shall riot be required to) pay any per unit Cash Contributions limit IT) ; e titne of the issuance of the bulldina mn for a new unit coru�lcted after applying a credit forthe In-kind Contribution, In the event thtit thec per Project is completed prior to the balance oFthe In-kind Contribution being exhausted, any remaining [lot be applied forany other project 0�'Ideveloptuent. y 4unentar", School siw I S ar aft request by the County-, but lit no event carlier than one year after the (late f Within one ye, written t issuance of the first (I") CO issued tbr a dA"cliflIg Withthl tile Projecti the Oltvner shall dedicate to thQ Cul"ItY, by Ocneral Warratity Deed and without consideration, f�-c sittiple title to a parcel of ]arid for lit public elernontary schoot of, as shown on Figniv. E': Br(tokhill School Sites Exhibit and labeled "Efelnentaly sellool Site" (the '131cmentary School Sitt-"). The Elementary School site shall not be less than seven (7) acres, and Shall abut a publicly-dedicared right of way. Mementary School Site 5ball be a graded arid compacted pad site with water, sewerand electricity utility connections o st lt; it ruc 0 le led I cdge of tile parcel to accortutiodate at) elementary school according to standards of the County School and in liett of the construction of Division's Building Services Department, At the Option of the County� , a schoo'17 a public park may be establishek'I by The County 01i ;be Elementary School Sile� 8- h9t1fie"i 1�111sc LIT01 -of Use SUL- Within one year after written request by the Count , the Ownerstlall dedicate to 'the Counly, by General y Warranty Deed arid without consideratiorr, fizo simple title to a Parcel of (arid for a public hif;+ school, andfor Stich other use Ila the County may c'icterrnine suitable, of riot less than sixty (60) acres abutting I publicly -dedicated righrof way, as shown on Figum E: Brookbill Schools Sites Exhibitand labeled "High School Site" (the "High School Site")� Fhe Higji School Site sliall bQ conveyed as -is, without any % M finprovenlents, Or- warranty, as to suitability. 9. L!jtor��twsqurcej, A� hAti(jEal IL i�te 1,hill 6Yelling is eligible for _j e&s_r t2f HistoD Tive existing Broor the National Register of Historic Places. Owner shrill ii&ress any designation as part of tie Section 106 Review under the National Hi" adverse impact to this storic Preservation Act of 1966 (NUIPAl which is adininistered by 0rit Virginia Department of Historic Resources jylilq B K:tnIeLtSi�yp lLngd any cemeteries encountered within the project gtj shall i"l delineate on tile Site plan orsubdivision plat for 1he area to be developed which toritains such cemetery or cellieterics, and ii) Submit reatment plan for any Stich Cemetery for approval bythe Cotaity Director of Community Development , or its designee at the plan or plat review, C. 91tMiwW _A�e_a_A1q_od!1an(L "an 1. There shall be no tend d I sturbai ice by Owner or by aily or ts lwcns�ecs, OrSUccessors of the Woodlands Carrip located it) the Greenway Area, and identified in tile Ph' ase I Historic Re_siottrces Study far ttic Project, This Proffer Statement! may be e.\ccuted in ally number of counterparts, eaidi of which shaf I be an Original and ill of 'Athich together shall constitute but One and tile same instrument, OWNER of Tax Map Parcel 046(*-00­00-01800- CRAFTON CORPORATIO.N,a Virginia corp By: Ann O� I 11 -ugh, President Date: BROORRILL INVESIAWNTS, LLC. a Virginia InIdICd linbifitY COMP311y (Contract Purchaser) fly: River Bend Management, Inc, Manug er 4 A I i if X-.,- <�) 47� "I Man R� Fay rjSTTfl1111 Date: 'ry I'�.-----,�,�l----�.,�1-1----.-�-�1--�,�"-,-� lk 30581191 X A 0 < 0 U� z 03. Z Ld < UUZ F_ (D 0 ��_ � _j z (ID: 0 < LL LL , I- - Z < = UJ _j :2 _j F. E; �- < 0 < Er 0 < co 0 44 + * * * 0 P4 Fo PA 44 PQ P� - (5 z LU ;14 H < < 9 0 �� 1) 0- 0- T_ __Ii 2 < , �4 � 0 >- - - Z Z�u >�z < CD Z LU Of LL, 9� FD _1 Uj ca > Ix _j < T_ W Z Z > < �_ IX W fl� - W > LU 0 01mmil "I cn 0 aw: T, z Z: Z: 03 :2 L) �- 0 P T7)7- 7)0fz wz� w 0 LU < 0 U UJ z9 a! _j U) O� ca U) Z 0 z + + I 0 z *4 P4 P� 0 0 (if a - W4 0 < �4 >_ U, Z 1W_ < < Cn Z _j 2 �e LU IL Ij (D - 11� cuf) _3 ZZOOWUJ Uj 0 > < U) 3: 3: E4 �4 LU 0 LIJ W Uj T_ Dzmzzza- P4 ll� (n �,N Z cc ;�) REVISIONS REV DATE COMMENT BY 1 10/26/17 REVISIONS PER RTY COUNTY COMMENTS 2 3/7/18 REVISIONS PER RTY COUNTY COMMENTS 3 6/26/18 REVISIONS PER RTY COUNTY COMMENTS 418/30/18 REVISIONS PER RTY VDOT COMMENTS 5 9/5/18 REVISIONS PER RTY ACSA COMMENTS 6 9/28118 FOR APPROVAL RTY 7 10/30/18 SIGNATURE RTY SUBMISSION KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT NO.: V152000 EEN DRAWN BY: CHECKED BY: RTY DATE: 10105/18 SCALE: N/A CAD 1. D.: SID PROJECT: ROAD IMPROVEMENT PLAN FOR STATE ROUTE 643 POLO GROUNDS ROAD, STELLA LANE AND ARCHERAVENUE LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohierEng.com TH �-n 0114� 0 Lic. No. 0402056625 90- 10/30/18 C SHEET TITLF I a IN SHEET NUMBER: C-103 RESOLUTION TO APPROVE SP 2015-25 BROOKHILL 'WHEREAS, the Owners of Tax Map Parcels 04600-00-00-01800 and 04600-00-00-`018 AO (collectively, the "Property") filed an application for a special use permit to permit grading activities within the floodplain that would expand the floodplain limits, and the replacements of culverts within the floodplain, on the property, and the application is identified as Special Use Permit 2015-00025 Brooldiill (SP 2015-25"); and WIIE RE' AS, on August 16, 2016, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2015-25 with staff recommended conditions; and WIIEREAS, on November 9, 2016, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2015-25. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2015-25 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code §§ 18-30.3.11 and 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2015-25, subject to the conditions attached hereto. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia., by a vote of five to zero, as recorded below, at a regular meeting held on November 9 2QL6. Clerk, Board of ConI'vp ervisors Ave Nay Mr. Dill REV Ms. Mallek X Ms. McKeel Y -Ms. Palmer y Mr. Randolph Y My. Sheffield Absent SP -2015-00025 Brookhit! Conditions 1, Prior to final road plan approval or permitting of a land disturbance in the floodplain, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a Conditional Letter of Map Revision Based on Fill (CLOMR-F), and prior to road acceptance, the applicant shall obtain b7om FEMA a Letter of Map Revision based on Fill (LOMR-F). In addition, the applicant shall copy the County Engineer on all correspondence with FEMA. Construction of the road shall be in compliance with approved road plans and the FEMA approved CLO -MR -F. 2. Any residential or commercial lots and associated streets (public or private) resulting from the subdivision of the Property, with the exception of the stream crossings, shall be located outside of the 100 foot stream buffer (as shown on the Brookhill Special Use Permit & CLOMR Plan, Existing Conditions, Sheet 2, last revised 6115/16), the Flood-l-lazard Overlay District, and preserved slopes on the property. Approval of lots located within the stream buffer shall be subject to Subdivision Agent approval. HA15\V152000\DRAWINGS\PLAN SETS\SECTION I\ROAD IMPROVEMENT PLAN - POLO GROUNDSW152000SD3DWG PRINTED BY: DREARDON 10.30.18 @ 11:34 AM LAST SAVED BY: JCRUZ -3 PHASE I INTERSECTION —T- 0APROVEMENTS A i INTERS 9 CTI CIN -7 V -j ON P0 LO GROUNDS ROAD WITH 315' Or STORAGE. _ x J LEFT - TURNI LANE EXTEN D WEST80 UN D PIGHT- TURN LANE Or I POLO GROUNDS ROAD Z- - r FRO N1 Se'OF STORACiE To 2r,,ul OF PHASE It INTERSECTION Xk XW STOPAGC� CONVE RTRIOMILL13 IMPIROVEMENTS RiGHT111 iRIGHT-OUTOPIRATION. ROADTOA Wil..... ter' 4 INTER5EUION 2 CONS'YRUCTA S00H90UND ROADWAY, PROVIDING (Q LEFT -TURN AND 0) RICHT-TURN LANE C.ONSTRUCTAN EASTIROND U JI PHASE Ii1 R AWAY LEFT -TURN LANE ON POLO IMPROVEMEN75 GROONDS ROAD Wrl H 150 FEE r or aTQRAGF, INTERSECTION CONSTRUCT A RIGHT414 f RIGHT.Qu ROADWAY FNTRJANCE TO ROUTE 29 CON5TRUCTANOR-THBOUND RIGH' PHASE 11 ROADWA�Y IW'ROVEMENTS TURN LANEON, US 29 WITH, A0,TOF ION STORAGE, PHASEHNTERSECT UNAPROVEMENTS 1 0/1, -0` 1.��PHAsEIIINITERSECTIIDN IMPROVEMENTS 0, W PHA55 t ROADAY11APROVEMENTS L I NTERSECTION 4 " ROAO',1LIVE (11 LEFT /AY 70 PRO J TURIALANE &,, WRIGHT-TURN LANE N�- • RESTRIPE PAINTED M1,DIAN TO Y PHASE. IV INTERSECTION V PROVIDE WESTROUND LEFT -TURN P, 'A IMPROVEWIENTS LANE ON, SHWOOO E(OULEVARD A WITH -Lwo'0 F STORAGE, t I RESTRIP E EASTBOUND ASHWOO D BOULEVARD APPROACH TO PROVID Y RIGHT -TURN LA POLO, GROUNDS ROAD PHASE IV INTERSECTION 7 �;AtRgVEIVIENTS INTER560-PON 7CO N 5TRUCT So J7 H 00 0 IND Dwbt, TREE RQAV'WAY 10 PROVIDE(I)LEFT- PHASEIINTER5ECTION pHA5EIVROADWAY TURN LANE AND (a) RIGH1 -TURN �r�---A-JMPROVE XZ MENTS IMPROVEMENTS I/ AN fry 4 cm,,sTRuCT AN IfASTBOWN D LEFT TURN LANE ON POLO GROUNDS RCADWAYWITH,�S*' OF 51'ORAGE T- -URE -A�' -SIROOKI,ifl- RAIRF C P�iA'SING N z LT PLA WITNESS the followint, simarturc- � IP OWNERS of'I'ax Mal) Parcel 04600-00-00-018AI)-. By: By: E LIZABETH ANIN OGLIESH� -11NUGt Date: 91 A7V OWNERS of'Fax Mip Pareel 04600-00-00-01800, CHARLESR.1-1 UGI,''RUST'Eli, OWNER ofTax Map Parcel 0,4600-00-00-01900. CROCKETT CORPOItATION, a Virginia corporation Ann O. thrugh, Presidtnt /-C3 Date: OWNER of Tax Map Pamel 04-600-00-00-01.8BO: HORNE LANIl CORPORXI`10N, a Virginia corporation -JJ Bv: Ann 0. Ilaulgbj, Pmr idcnt. Date: OWNER of 1'ax rvlap Parcet 04600-00-0-0180U; CRAFTON CORPOICA.TION, a Virginia corporafloo By, rin 0, Haag -a I gy.11, Ne�,! H—�Ilt Date: BROOKHILL 1NVES'1"ATENTS, LLC, a Virginia Iiniftv(l !iabiliIy coirtpLiny (Contract Purchaser) By: River bend Management, Inc,, �Manaper Alan R""FayLir, '2-1 30S8 1191 g FT(-JUR',E` 13,e POLO GROUNDS ROAD SALAMANDER CROSS.ING EXffl j L 5-E-1 NOTE: PROPOSED SALAMANDER CROSSING TO BE MADE WITH TAN POLYMER CONCRETE AP L Q'f-F�E-SVIL(—r "D R 0)1 i?0,RA' zo6 MUC- P -D, 13V REV NOTE, POLO GROUNDS ROADWAY AND LANE CQNFi�URATiCINA� X BY SHOWN IN THIS EXHIBIT 6 FOR ILLUSTRATIVE PURPOSES ONLY, THI REVISIONS PER FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS, 1 10126/17 ROADWAY IMPROVEM15NITS WILL SIE IN ACCORDANCE.WITH THE RTY APPROVED TRAFFIC IMPACT ANALYSIS AND PO4A L APPROVED ROAC CONgrRUCTION PLANS FOR THE ROADWAY IMPROVEMENT& g FT(-JUR',E` 13,e POLO GROUNDS ROAD SALAMANDER CROSS.ING EXffl j L 5-E-1 NOTE: PROPOSED SALAMANDER CROSSING TO BE MADE WITH TAN POLYMER CONCRETE AP L Q'f-F�E-SVIL(—r "D R 0)1 i?0,RA' zo6 MUC- P -D, 13V REVIS10NS REV DATE X BY REVISIONS PER 1 10126/17 COUNTY COMMENTS RTY REVISIONS PER 2 or COUNTY COMMENTS RTY CJ Wop� --J D' Gu 3 6/26/18 COUNTY COMMENTS ('90 ILL REVISIONS PER 44 F, -WJ < o¢ VDOT COMMENTS RTY REVISIONS PER 5 9/5/18 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 SUBMISSION RTY Ua 0 z << - < a- ` 7 ->J Z < g 8 LUXJ W 2i < 2i > � CJ 9 Ll:z z < U) T 0� > < �- of 0� LLJ 0 0 LU Lu < TZ F- C) 4 X M _J 0 CL Z Lij 0 LU < 0 0 LLI P4aw P -t 0 0 < (J Di Z< q z >1 Z LU C,) �4 LU 0 qi� f F- Z Z 0 0 W ED W 0 < a. ED 0 W ED W 1D Z co Z Z Z 0- REVIS10NS REV DATE COMMENT BY REVISIONS PER 1 10126/17 COUNTY COMMENTS RTY REVISIONS PER 2 3/7/18 COUNTY COMMENTS RTY REVISIONS PER 3 6/26/18 COUNTY COMMENTS RTY REVISIONS PER 4 8/30/18 VDOT COMMENTS RTY REVISIONS PER 5 9/5/18 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 SUBMISSION RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: N/A CAD 1. D.: SD3 PROJECT: RO"AD IMPRO"VEMENT PLAN FOR STATE ROUTE 643 POLO GROUNDS ROAD, STELLA LANE AND ARCHERAVENUE 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 0 2 Ax/ -J Y R 'N YA UDR Lic. No. 0402056625 10/30/18 r- SHEET TITLE: SHEET NUMBER C : -104 II7 A/ II_,7 tIh ,R ca -D BUFI:c� -OR MORE 1NFqRMATf0N ON REQUIRE uj DEVE BUFFER, SEE PROF FEIRS AND CODE OF _LOPME�-T­ IIPROPOSED ASHWOOD BOULEVARD CONNECTION z PROPOSED TRAILHEAD ACCES I IX /PROVIDE PARKING, AN INFORMA 001`41 K110SK Hw �YAY AND A PEDE-ISTMAN ROAD CROSSING To 7 w -v Lu IrrESS'114E MUL "I'l-USE TRAIL W Iif> Iy ILu IIIIIW t IISIN k 'R t�� PL ROUTE,�)q IIRAL 'MIN. NIATUk I.46B,5 IMPROVEMENT sII 7' II11BORHO01 1155 it IR IIz IIEST LAKI_-�) F I4 SITE I30 COUNTY OF 3 -SWM FACII ITY # II_E E MAR! TWETRAILWITH, 'PROPOSED PRIMI II... ....... --l-CONNECTION TO FORESTIIAKES ---------- 7 IIALBEMARLE COUNTY PROPOSED III--P,RESERVED,STEEPSL­H-1E IIsPRIMITIVE: L 0 C K TRAILW,Y VICINU Y MAP SCLE: I" o b ITRAILS ('T'YP,) u II2 IIE DEVELOPME? -AT NM IZ� IOWNERS: T M P AREA ( CHARLES R. AUGH, CHARLES R. HAUGH, IIIIA,' L IEl 00 ESBY JR, TRUSTEES ELIZABETH AN OGLESBY 1-1. (BLOCK L IISEMiNOI E TRAIL PARKST 43, CHARLOY171 1, VA 2290?, CHARL01 TESV�LLE, VA II�M- Lu H 0'R NI LA N D C R P 0 R AT I 0 N -DAP QPEN CROCKETT"'ORPORATiON IIC10 HAUG14 & HELVIN -(-ryp,) 0 IIII'11ARLOTTESVILLE, VA I435 PARK IIV IIOPOSED CIVIC SPACE - IP, 'LOPER- T, INC. EASTERN POCKET PARK D E V E RNERBEND DEVEL-OPMEN K �.i:z , I , , v 111" < I0 3E, SUITE 400 01CATION TO BE DETERMI!IAIED IWI-FH FINAL DEVELOPMENT PLAN) CHARLOTTESV!LLE,'�,�A ( BLOCK 455 SECOND STREET 7 BLOCK io IEXISTING :too -YEAR uj Lu FEIMA FLOODPLAIN COLI IN" ENGINEERING I> PNGI PROPOSED VEHICULAR U) TERCONNECTION ACCESS GARRETT s,,, S0TE K ICHARLOTTCESViLLE, VA :nqca IN TOTHE MONTGOMERY Z z I9), L, IpRi 0 NATURAL BUFF -v o, 'E NEIGHBORHOOD I0 RIDG L MAP ZONING,, 29 Lu uj T TAL PROJECT ARE O� EA 4600 AC, IIAC. -Y P,) 4600�00 24 7�66 AC. 'OVEME !MPF, f� GREENWA AC. IBLOCK i ROPOSE1, f N R F.S I1) L N'I A L cmc COUNTY v A' BENIARIE' -SIDEN'HAL SPACE R -i RE R -i RESIDENTIAL. D,13� 1333, 450 B. PG, 69c, D,B, 7� PG, 690 IMPROVEMENT -1 D PATHWAY S MANAGED STEEP (TYP.`� ROUTE 2 'LjLr1y #7 SWIM FAC GREENA yp I> V) IPROPOSED ZONING- NEIGHBORHOOD INAODEL D1'_,.'Ttz,c*r W w PARK IPROPOSED -o'BUFFER IU- TOPOGRA';IHY: TOPOGPAPHY WAS COMPIL.ED FROM SURVEY BY 00f)LAND TST ORMW� IIIDEVEI AROUND VD() ER IARCHAIC: CAMPSH1 AREA TO BE PRESERVED LAND SURVVS, JNUARY SURVYING ANIL) RELI IMANAGEMENT POND AREA CT'YP, IBY I COLN' I'60UNDARYINFORIVATION IMAS ISURVEYING ON MARC! LO C K i,6 III> IDATUM: NAVIC 7 I -YEAR IQ. IIAND SEWER UTILITIES- COUNTY WATEr -R(TY _j JFFE IF'OODPLAIN (TYP.) IIN LOCATEb ON THIS SITE�, FEM FLOODPLAiN. T1 iERE 15 A FLOODPLA AMAPIDS io cr OrK DATED FEBROAR 65� IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON! It p �Bl 4, 20 PR ,,k_ rHRIVANNA(,f0 W LCHSAFEI� `P 0C ()R'fHE sOu HI I )I- -,At DAM.H A1 PROPOSIED RIGH IECTIO N IMPROVE' OF !NTERS r_ I E NT S. PROPER -r(. 'BROOKH11 < -Y ITRAFFIC CRCL,EIROUNDABOU RT7 ALBEIVIARLE CbUN� MONTGOMERY LL HA REPO' IR BE CONSTRUCTED A"" THE �-PRESERVED STEEP SLQPIF-�rf ( BLOCK HER DETAI MALN 51 FOR FUR iN THE PROPC ..... . ..... SEE OFI)EVELOPMENT FOR DEJAILS, D I' `E NE r (TYP�) D 1 pr c�� , :.- -8, I I I:�bOULIEARD R E E T'A N D IPE -Rc THE BROACWHIL! T. ORTHISOUTH COt4NECTOR ROAD -IE. NC INTERSECTIONI OF MAIN NEIGHBORHOO _)SS SEC11ONS FOR _TL( OF NEIGHBORHOOD ROADWA, ALLEYS, AND TRAVELWAY - VAU 7 EXAC CA 'E PACE- DET' WIT LAN P �RMM H THE,$ITE P4 R _C0 DAN1_ wrr ALI. �EESIN Af` r F �il 4E 140, I—$PACE IPj M PROPOSED --f Yp.) 77 ALBEMARLE COUNTY REQUIREMENTS. ALLTREES SHALL FjE MAINTAINED BYTI PR,' p HALL ACC 4� NO CONSSTRUCTIONTRAFFIC SI �ESSTHE _)PER,rY FROM tA0NTGONI,RY '10 EXISTING -,ioo-YEAR II ITIVE IIFLOODPLAIN (TYP, TH E i N4 P R QV E ME TO PC) 1 G R 0 ,N D, S R OA D AN D THE 0 N N ECT I N c) ir T I i E OR FOREST LAKES. ItCL EA5TfWES­FC0NNECT0R ROADTO POLO GROUND5 ROAD BOTH REQUgR FILLINGWITHIN IHE FLOODPLAIM A spEciAL USE PERMIT 5HAU PRO'�ESSED ITO THE FLOODPLAIN. b I EVELOPMENT AREA IPARKING, FOR PROPOSED SHALL BE PROVIPPED IN Lu r ACCORDANICE WITH At -MAW E COUN-f Y f'ODE 18-4-12. EACH PPE ITRAILWAY 46 'BLOCK 2 IBOUNDARY (FYPI'� ISUBDIVISION PLAT'WILL NCLUDE A PARKING AND L-1 ADING NEED.5 UDYFORT 1MITS OF PROPOSED REZONING f v -D BE DETERMIN' ROPOSE -,1EIGHBORHOOD CENTER IP D I (LOCATION T itPROPOSED DEVEzLOPMENTSFIOWN IN THE P-,PEL*AINARY,PLALq. 7. ALL DEVELOPMENT SHALL HAVE FINISHED IEVKriONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION EEVAiON, AND DWELLNG 1 INITS BE10W THE F'mp I1,70CK -L7 WITH FINAL DEVEI OPMEEN N1 IIs'E' F -DERAL ENIERGEI-IICY MANAGEMIENf ITHE PROPOSSED DEVELOPMENT S'HALL INCLUDE A MINIMUM OF(') CIVIC AREAS, AS SHOW: IiNUNbATION L.,-N/,ATIONWILI,.BEPAPI*OFTii6F' IYACTION PLAN, PROPOSED _loo'BUFFER AL01 of 17 - ACRE HISYORIC L ON THE APPL IC,kTION PLAN SEF THE CODE F DEVELOPMENT FOR ADEL OF I -hACAREA. _IY IALKMARL. COUN AMENITLES PROVIDED IN EACH PROPOSED' BLOCK IDSCAPEBUFFER!� 'NA'TURAL LANDSCAPE III' r SAFE BROOKi 3a'LAi\ 70 'O p EAS MAY BE EXPANDED DURING THE PHASE'ST I -)DITIONAL, AREA TO ACCOMMODATE STORIAWK11R GREENW IALLOW FOR AL < MANAGEMENT, At-­IDROSION CONTROL MEASURES, A5 I`,1ECE5.,_",A,RY FOR THti z ---MAN %GED STE EP SL(PE TH.EPROPOSED OPEN SPACE AR A PROXIMATE L0CAATIf0)f4 OF If H 'AY A PROPOSED MU NOTE� -iISTOPIC MA,"vE.­R FOR THE ril- /I r f DEVELOPMENT, -1-Y P IS PROPOSED BY VD01 ALONGTHE S Zuf(_)KHILL PRQPF_KJ e TF,�q ROtITTAGE OF THIS C' 1ON POINT -ION PCMNT,� ..,,,ON THE APPLICATION PLAN SHAL BEAFULLVEHIcULAR w IPROPERTY, PATHWAY 2o'6 F:R- ROU P1 INTERCONNECTION TO IY RiDGE, CONNE0 MONTGoMER HALL ONLY E A T Rjw. I R1 'TRIANISICYLE ACCESS CONNECTION— D -RAILWAYS, TO AND LOCATI03N OF STALLED ALONG THE T ID FAC -'ON tiNt.�-)RrAStGt4AGESHAL.I.i3E!iN XCA WITHINTHE VDO III-DUNN C'Et-AETERY TO u DELINEATE BUTH THE PUBLICAND SUMI-PUSLIC ROUTES AN _111TIEF < If, 29 IIIREMAIN FA Z INOTE: ALL. STORMW ER MANAGEMENT I ROSION CONTROL MEASURE"� HALL BE 7END LE6 AND 0 IUwe&-" E PRESERVED SLOPES. ALBEMARLE COLIN BLOCK 6" LOPES OCATED OUTSIDE OF T! PROPERTY 80UNDARY (TYP.) PRESERVED 5 IL MANA"ED 51-t PES PRESERVED STEP SLOPE-- JCK 8 '10_3tTATIVE BUFFER (TYP,) z INOTE, AREA WITHIN -rHE dUF"t4 < I(1, PEN SPACE > r*4 o -YEAR IOUTSDE THE EXIA-ItNG LOCK 7 A N G I-LOPMENI I`V I-5 & PRESERVED SLOP" IPACT5 v GREENWAY IMPACI WITH -10A APPRO A�, Ako'MU MKt-A k i Y t'j T! _fH L -USE PA LIMITS SHAI-L BE REPLAN' EXISTING io IACCORDANCE WITH THE Pt All-ES29 FLOODPLAIN 4TYP flLL FOR ce'STED BUFFER REQUIREI"A-c TSzI" t �TING BROOK ItV sWETLANDS, _IMI S OF i9TH CENTURY ISHALL BE EXTE IDED TO THE ENRANCE OF HOUSETO REMAIN 30MERY RIDGE. THE I OA WILI NED _�JMPQNENTS OF BROOKHILL P,ARCEL W M 1THIN DROOKHILL ENCOMPASSIN AE BPROOKHILL DEVELOPIAEN THE -A- TO APPROVETHETRAIL AND EXECUTE ALL iNTURy r MPON..NI'S OF b L OrK pi T ARE tHISTORIC HOUSE, CE 0 E EASEMENT DOCUMENTSIALLOWING' TING100 TRUCT ION OF THE PATH BOUNDARY (TYP �ei , - Z, IBROOKHILL 10A PROPERTY, FEMA F-100f)PLAIN tEj EXIS -YEARI CONS ONI I -RAILWAY OPEN TRUCTED ALON(.3 TH TO BE CONS fAULTI-USE Pit% IPAIV ITHE NORTH SIDE QF,POL0 GROUND V %OAD R -0TRAt-4S1T,;rop - TO BE INCLUDFD WITH IN OR IIyp-) SE JA NEIGHBORHOOD CENTER, FINAL -OCIRM ATED WIT F1 LON TO BE AD' CENTTOTHE ROPO'SED PEDESTRIAN TILR� NEL­ ILc"CAT t 1 EXISTING -iao YR R 000PI AIN -ION tIMPROVED !NTERSECI ca IA RE -POR I ---,PROPOSED IMPROVEMEN I- TO PO" SEE BROO It, � N D 5V 0 F' L I A, -WHILL STREA115 AD FOR POLO GROUNDS RO FOR FURTHER DETAILS 'rum LANES - SEETHE POLO JUNE 'I 5, 2015 I-3ROLI) .AY C.(.)(--Ar!ONOF�ll',I'ORICRESOURi.,�- SEPRESERVED NDS ROADW 'ENT PLAN I!MPROVEI41 -'I)' OCATION OF CIVIC SPACE Ropo, S 3 I -*'BUFFER A E 'OF UP! AND CULVERT'S ALOW; PROPOSE APPROXIMATE LOCAIONS E R P01-0 GROYNDS ROAD FOR SALAIVIANDE: ROAD CROSS&4GS TO BE COORDINAT Ir IZE PATH 7 7MIM THE POLO GROUNDS ROADWAY IMPPOVEMENTS. DURING 200 PROFFERS F(:;,R PURTHEP DETAILS S E E PROPOSED LOCATION OF HISTORIC MARKER II -1, M, 4�,6 - 'I'S ROAD INTE SE,C '1ED POLO GROUNU .TION LVIPRC)VEMENTS. CROCKET 'D ELEMENTARY SCHOOL SEE POLO GF=NDS ROADIN,NY'gMPROVF-NiE�,!*['PL.A;-i TRAFFIC TIA. �EFERENCE 0 PROPOSE 200 - -- --- ISHEET C-105 r ➢ _7,- - i r PARCEL 411 , — — ��,) / 8.465 AC PARCEL 4 I 47.757 AC. 30' PLANTED /REFORESTED BUFFER \ \ t TMP 46-19 RESIME /70' UNDISTURBED BUFFER �- PARCEL \ 7621750 AC. \—ROUTE 29 100'BUFFER , TMP 46-19 ` THE C'ROCti'ET CORP. DB 737/690 r, 20' HISTORICAL BUFFER J , 30' PLANTED 1— REFORESTED REFORESTED BUFFER PARCEL 8A / 15.898 AC. l �� ,r j x / \ THIP 46-18 FV,5T11VG HM5\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000BF3. DWG PRINTED BY: DREARDON 10.30.18 @ 11:36 AM LAST SAVED BY: SSHEFFIELD SPS �\ 6 3 ,to o, AIN 200 100 50 0 200 1 "= 200' r� X b 7 N Z p 3: o b ¢ CI -1 p Z�(D O, zw �z¢EL SQ sm J¢ J EL F ¢ S E ¢ O ¢ . � C) fYU ¢I--CO0 o �r� A =o w� Z [5 4 � ¢® eB] dQ-U } Z¢ �o e }� Lu Q Lr O o0 0 adv- JAS LUz Zai >oS �-+ ¢¢t- �Ka J mw WOOULu m z� 5200 `c2S� z� Q Z _� 0= Z)� Z i Lu 0 u¢ O O u Jn0%mrnZ0 " A � O 0 D. j } a � Z � W C wQ¢�z}5 �r zYY W CL oz Lu U) U)W � 'Z PZ OOw ¢ u 0 } > o w i m -j O by a. W O W LU LIS �E z pq S Z m z z z - o w �z T, o m �4 Tj REVISIONS REV DATE COMMENT BY REVISIONS PER 1 10/26/17 COUNTY COMMENTS RTY REVISIONS PER 2 3/7/18 COUNTY COMMENTS RTY REVISIONS PER 3 6/26/18 COUNTY COMMENTS RTY REVISIONS PER 4 8/30/18 VDOT COMMENTS RTY REVISIONS PER 5 9!5/18 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 SUBMISSION RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It"s free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: 1 "=200' CAD I. D.: BF3 PROJECT: ROAD IMPROVEMENT PLAN FOIA STATE ROUTE 643 POLO GROUNDS ROAD, STELLA LANE AND ARCHERAVENUE ]LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 843 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHL -T-1 TS 28 BLACKWELL PARK LAME, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH ,per v RVAN YA R- 7 .p Lic. No. 0402058625 10/30/18 �`�1.►�4 NAL SHEET TITLE: SHEET NUMBER: n= 106 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN • POLO GROUNDS\V152000TR3.DWG PRINTED BY: DREARDON 10.30.18 ® 11:37 AM LAST SAVED BY: EVAN.NEWMAN k MA PROP. 10' ASPHALT TRAIL PROPOSED WITH ROAD .(,IMPROVEMENT PLAN (PHASE 1) PER�'ROFFER / PHASE IV PER Pa.,.._ / Y / PROP. 10' TRAIL PROPOSED J I\ rr1%vrv0c:u VVI 1 n Mumu \ � IMPROVEMENT PLAN (PHASE IV) AO END OF ROAD WORK 5�- i NOTE: 1. LAYOUT SHOWN FOR FUTURE PHASES IS CONCEPTUAL IN NATURE AND IS SUBJECT TO CHANGE. ONLY SHOWN TO GIVE CONTEXT TO FUTURE TRAIL NETWORK. 2. ROAD IMPROVEMENTS HIGHLIGHTED WITH PINK ON THIS SHEET ARE INTENDED TO BE PHASE I PER THE PROFFER. ROAD IMPROVEMENTS SHOWN FROM THE PHASE IV LINE TO THE END OF ROAD WORK LINE ALONG POLO GROUNDS ROAD ARE TO BE CONSIDERED PHASE IV IMPROVEMENTS PER PROFFER. LEGEND ASPHALT TRAILS PROPOSED ROAD IMPROVEMENT PLAN PHASE I ■ ■ ■ . ■ ■ ■ . ■ ■ ASPHALT TRAILS PROPOSED ROAD IMPROVEMENT PLAN PHASE IV IIIIIIIII� IIIIIIIII� IIIIIIIIII� FUTURE TRAILS 200 100 50 0 200 1 "= 200' U � � F� 3 �- � FcWi� z o� �j xz Zw Iri=kaLL-01 11 uu � W3zaFg m Qy 'a: r ¢ O ¢ w W zW °¢ aai gza Ko L>' I'D s� l=-zz> Sm W >¢ .mom Ho ==m2==� .-=c�,0-0::1062:SJ7 z wow ¢oow A JCnIY mmzo a W "PL� o woa EW" W Z 2Zy= 1= z�§ie rco- �g Z J A ¢Ipo->-W�Q WW k W' 1:� J >a D_wowww= Z)zmzzza AF REVISIONS REV DATE COMMENT BY 1 10/26/17 REVISIONS PER RT, COUNTY COMMENTS 2 3/7/18 REVISIONS PER RTY COUNTY COMMENTS REVISIONS PER 3 6/26/18 COUNTY COMMENTS RTY REVISIONS PER 4 8/30/18 VDOT COMMENTS RTY REVISIONS PER 5 9/5/18 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY 7 10/30/18 SIGNATURE RTY SUBMISSION KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: 1 "=200' CAD I.D.: TR3 PROJECT: ROAD IMPROVEMENT ]ALAN FOR STATE ROUTE 643 POLO GROUNDS ROAD, STELLA LANE AND ARCHER AVENUE LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLEk ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com v RYAN YAUGER - "P .p Lic. No. 0402056625.k 10/30/18 � SHEET TITLE: OVERALL TRAIL EXHIBIT SHEET NUMBER: CC - 10' 7 t , i t i t as f V k. . 1 ` i ; r , r / r , r r t r. i� / �... :, a•._ / -- f \ ::,-:.. .-:,. =?-.1rr .i.. i, t .:.. -.r,; .... .:,.., w4 ,5 r , , �% rT l EX. i7Uf dAK `VC /�------- -- -- EX ED6E--� - _ _ _ / .rT/ y� : _ CA. cwc - - - - _' '.✓/ - _ ._.. _ _ ._..._- - _ __. _ '----""_---- _�f � _ as _. .:.,. , - _, TBR - _ _ %- - OF PAVEMENT _. v i i � SAWCUT z .r— -.. _.- / - --_ __ _ _ __. +:- Cb /R — -t � 4y 1� OFRPAVE , % ice% _ , n�1 _ . -,� - ICE EX EDGE SLOPELEGEND EX EDGE , r OF PAI�FMENT q� ,.,. ..yy..,._r.;..,,,.., -- ' _ _ - - _ _. _. _ ... F-lTI�YYv,^ly.'.,VyYVYv - -. r�tu,-, �--.-ate'' �-"'�"f_ _ ri _ R _. TRAFF/C SIGNAL `~�" ) }//��{� 4 j J UG VAULT .r ;_. _ \--;m,; .�c%�,,'�`/�'st/tw % ��� �4 ' �Y�����". ?! (TBR) SLOPES LIMITS OF DISTURBANCEGil ii f O , P r �. r, STATE ROUTE 643 P� GROUNDS ROAD rBYLINCIOLN �® ING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED/ClMANAGED SLOPES SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE, AND _ ,(1li�Ty �0 Sf �� L1�//T �� ADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN 30 15 7.5 0 30 jP�/ (j �/8 / r? �� 3 010 GROUNDS ]ROAD 37).THIS IS SEPARATED BYADASHED LINE, AND DESIGNATED S. 1 30' SCALE: 1"= 30' PCL® Gm OUNDS ROAD 30 15 7.5 I 30 SCALE: 1 "= 30' �J� Ll 1 "= 30' H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN- POLO GROUNDS\V152000DP3.DWG PRINTED BY: DREARDON 10.30.18 @ 11:38 AM LAST SAVED BY: EVAN.NEWMAN AM rr rte, o r Z D U Q 30: o H�w ��rrqz F t O J u C F b = I=- Q L= LLJ �—U- 2 ' J S Q S O Z `f W < -1 LL F- J J Q J � � J cc C) Mc=>Qa-p0 b5 u� W Q r. ELa= J z Q 'iii O r: ZU}c7Z s W u �Q�c7 0 J W CD :5 > =2 m 722 om 2 J70_Z Qa C�-- 7- WO W QOOW Cog =� P,0 O 4� W �> Q Q Z L y r� ZJ2 YY�O_ 00 Lu c) Z rt D_'tY lj QwOOOW �z } } - Q o 0- W O W W W S w ZZ 0]ZZZ O_ REVISIONS REV DATE COMMENT BY REVISIONS PER 1 10/26/17 COUNTY COMMENTS RTY REVISIONS PER 2 3/7/18 COUNTY COMMENTS RTY REVISIONS PER 3 6/26!18 COUNTY COMMENTS RTY REVISIONS PER 4 8/30/18 VDOT COMMENTS RTY REVISIONS PER 5 915118 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 Rte, SUBMISSION KNOW WHAT'S BELOW ALWAYS CALL 811 BEFOREYOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 10105118 SCALE: '1 "=30' CAD LD.: DP3 PROJECT: ROAD IMPROVEMENT PLAN OR STATE ��v��1�� qO��'7 TE 6443 P� OLO STELLA LANE AND ARCHERAV LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T. B y. s'� N 0 1 N E d.9 28 BLACKWELL PARK LANE, SUITE 26 ARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH 4,0 SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: 0 SLOPELEGEND PRESERVED SLOPES MANAGED SLOPES W rel REV E COMMENT o 1 10/26/17 REVISIONS PER RTY Fo CD z L2 M �y 2 317/18 (-) LLT < Z,Li 0 c5 zw COUNTY COMMENTS 3 6/26/18 ED CC 3 02 Z) RTY L. < < 0 < Er CO a 4 8130/18 REVISIONS PER RTY Z VDOT COMMENTS 5 9/5/18 REVISIONS PER Iro _215 ACSA COMMENTS 6 w Lu 0 Z < RTY 7 �7 < 0 LIJ :2 < 2 > 0 =pzg g _Luc zz U) 1ji z 4°j > c -r' Of uj 0 0 Lu Lu < poi 7, 0 LD F 0 Z: D :r LU 0 UJ < 0 0 LL1 (1) � M U) Z 0 w oo o 0 < g CQ z j 7 Y z Lij Lij (D 2 0 0 Lu 0 0 - L!i < uj a Lij Lu Lu T_ Z) z m z z z a- T9O rp REVISIONS REV E COMMENT BY 1 10/26/17 REVISIONS PER RTY COUNTY COMMENTS 2 317/18 REVISIONS PER RTY COUNTY COMMENTS 3 6/26/18 REVISIONS PER RTY COUNTY COMMENTS 4 8130/18 REVISIONS PER RTY VDOT COMMENTS 5 9/5/18 REVISIONS PER RTY ACSA COMMENTS 6 9/28/18 FOR APPROVAL RTY 7 10130/18 SIGNATURE RTY SUBMISSION KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. KUUUAbU,.)rl UALt, ANU I Ht: UKAUINU VKUI'UbtU IN I Ht VIKU]NIA 30 15 7.5 030 POLO GIROUNDS ROAD STORMWATER MANAGEMENT PLAN (201700037). THIS IS SEPARATED BY 1 1 r APPROVED FOR SCALE: I"= 30' A DASHED LINE, AND DESIGNATED ARROWS. 1 30' CONSTRUCTION APPROVED FOR C PROJECT No.: STIR TO N::, V1 52000 eii DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05118 SCALE:=30' DP3 Lr) CAD 1. D.: POLOGROUNDSROAD SCALE: 1"= 30' L-3), Ell mi 30 15 7.5 0 30 1 11= 30' PROJECT: ku AD IMPROVEMENT PLAN 1 FOR STATE ROUTE 643 POLO GROUNDS ROAA) STELLALANE AND ARCH ERAVENUE LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T BOHLER " E N G1 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@BohierEng.com SHEET TITLE: TING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: SLOPELEGEND PRESERVED SLOPES MANAGED SLOPES w COO J. 216 --maim Millymom sk blavqZ141 N f H:\15\V1520001DRAWI NGS\PLAN SETS\SECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDS\Vl 52000DP3.DWG PRINTED BY: DREARDON 10.30.18@11:46AM LAST SAVED BY: EVAN. NEWMAN 3: LL <1 < "pr � Tj uj < <tl c� Q z < 0 c CE w Fn m �- < U)T z z > > a� _j GQ LU 0 0 L!l LLI < ED :2 O Z 0 C) 0 LLI _j U) LY m U) z 6 Fra 77 O 0 W :F 00 LL u 0 uj 0 i < 17- 0- Lu 0 Lu LLI LLI TZ a PQ 5 z In z z z IL RE-VISI,0�1\:,'S REV DATE COMMENT BY REVISIONS PER 1 10/26117 COUNTY COMMENTS RTY REVISIONS PER JS 2 I COUNTY COMMENTS RTY REVISIONS PER 3 6/26/18 COUNTY COMMENTS RTY REVISIONS PER 4 8/30/18 VDOT COMMENTS RTY REVISIONS PER 5 N3 ACSA COMMENTS RTY b 'rn SZ) 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 RTY SUBMISSION �b INS _14! i. "b SLOPELEGEND PRESERVED SLOPES MANAGED SLOPES w COO J. 216 --maim Millymom sk blavqZ141 N f H:\15\V1520001DRAWI NGS\PLAN SETS\SECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDS\Vl 52000DP3.DWG PRINTED BY: DREARDON 10.30.18@11:46AM LAST SAVED BY: EVAN. NEWMAN 3: LL <1 < "pr � Tj uj < <tl c� Q z < 0 c CE w Fn m �- < U)T z z > > a� _j GQ LU 0 0 L!l LLI < ED :2 O Z 0 C) 0 LLI _j U) LY m U) z 6 Fra 77 O 0 W :F 00 LL u 0 uj 0 i < 17- 0- Lu 0 Lu LLI LLI TZ a PQ 5 z In z z z IL RE-VISI,0�1\:,'S REV DATE COMMENT BY REVISIONS PER 1 10/26117 COUNTY COMMENTS RTY REVISIONS PER 2 317/18 COUNTY COMMENTS RTY REVISIONS PER 3 6/26/18 COUNTY COMMENTS RTY REVISIONS PER 4 8/30/18 VDOT COMMENTS RTY REVISIONS PER 5 9/5118 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 RTY SUBMISSION KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It frae. Ws tha lave. k___ - __ PROJECT: D IMPROVEMENT PLAN FOR STATE ROUTE,643 POLO GROUNDSROAD, STELLA LANE AND ARCH ERAVENUE LOCATION OF SITE, ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLE] E N G I N E E R I R , 28 BLACKWELL PARK LANE, SUITE 2011 J�iRRENT VIRGINIA 20`186 Phone: (5-40) 349-4100 Fax: (540) 349-0321 INk— VA@BohlerEng.c!T_____j SHEET TITLE: �SST IIN G CONDITIO NS AND DEMOLITION PLAN SHEET NUMBER: SLOPELEGEND PRESERVED SLOPES MANAGED SLOPES '�) y t STELLA LANE NOTES: 1. EXISTING CONDITIONS SHOWN ARE A COMBINATION OF A FIELD VERIFIED 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 (WP020170037). DATE COMMENT X d DRIVEWAY REVISIONS PER 1 z '�) y t STELLA LANE NOTES: 1. EXISTING CONDITIONS SHOWN ARE A COMBINATION OF A FIELD VERIFIED 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 (WP020170037). SCALE: I"= 30' H:\15\V15200MDRAW1NGS\PLAN SEMSECTION 1XROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000DP3.DWG PRINTED BY: DREARDON 10.30.18 @ 11:46 AM LAST SAVED BY: EVARNEWMAN EX. ACCESS ROAD (TSR) TS OF 'URBANCE 30 15 7.5 0 30 V=30' DATE COMMENT X d DRIVEWAY REVISIONS PER 1 (TBR) 2 PTY C- REVISIONS PEP, 2 X SIDEWALK E I p�� P4 4 REVISIONS PER, z 0 3 I EX. CURB R AND CUTTER COUNTY COM!VIFNTS RTY q (TBR) R. 0.W TO �1 i (D r � 47 BE VACATED N < 5 915/18 g,-, b r 6 9/28/18 FOR APPROVAL RTY 7 4 10/30/18 m RTY c � �4 Lu 0 ❑ < mu < < IL Z < < z 5� Lu Lu ca -2 > Ee_ FAIM 3 rA > < ✓7 eb ca 0 0 LIMITS�01` �D Q DISTURBANCE t 910 UJ < 0 W F—P g t ell ev. 25 ARCHERAVE NUE SCALE: I"= 30' H:\15\V15200MDRAW1NGS\PLAN SEMSECTION 1XROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000DP3.DWG PRINTED BY: DREARDON 10.30.18 @ 11:46 AM LAST SAVED BY: EVARNEWMAN EX. ACCESS ROAD (TSR) TS OF 'URBANCE 30 15 7.5 0 30 V=30' REVISIONS REV DATE COMMENT X REVISIONS PER 1 10/26/17 2 PTY REVISIONS PEP, 2 y� 0 Z RTY P4 REVISIONS PER, z 0 3 6126118 COUNTY COM!VIFNTS RTY q REVISIONS PER �1 i (D r � 47 5 N < 5 915/18 g,-, b r 6 9/28/18 FOR APPROVAL RTY 7 4 10/30/18 m RTY � �4 Lu 0 ❑ < mu < < IL Z < < z 5� Lu Lu ca -2 > Ee_ 3 rA > < ✓7 rpm -4 ca 0 0 �D Q 910 UJ < 0 W F—P g q> ev. 25 0 0 < N 'in LLJ >_ L!j < < 2EZ >-:E z __,:2 '-u0- o LUG 0 7 z r�rLL, 0 2 F=4 Lu < L_ UJ 0 LLI Z) Z L) C5 Ul -I rjQ REVISIONS REV DATE COMMENT BY REVISIONS PER 1 10/26/17 COUNTY COMMENTS PTY REVISIONS PEP, 2 3/7118 COUNTY COI` NIENTS RTY REVISIONS PER, 3 6126118 COUNTY COM!VIFNTS RTY REVISIONS PER 4 8130/18 VDOT COMMENTS RTY REVISIONS PER 5 915/18 ACSA COMMENTS RTY 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 SUBMISSION RTY KNOW WHAT'S BELOW ALIVAIAYS CALL 811 BEFORE YOU DIG It's fast. IVs free. It's the law. L U( APPROVED FOR _T101 N CONSTRUCTION rPROJECT No.: DRAVVN BY: EEN CHECKED 81: RTY DATE: 10/05/18 SCALE: 1 11=30' PROJECT: ROC)AD I M P Fb -, 0 VE, IM IAENT PLANT l FOR STATE OUTS ,643 POLO GROUSDS ROA D, STELLA LANE AND ARCHERAVENUE LOCATIOIN CSF SITE ROUTE 29 SEIMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA # 7v 7 T. B0 %j ri u I E IN, G-1 71 H E 28 BLACKWELL PARK LANE, SUITE 201 WARRENTT N, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349-0321 VA@BohlerEng.com T�m Mn_ 0 tF, 1VIA'II'C'HLbNE - SE]E THIS SHEET 30 15 7.5 0 30 1 30' SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN C Ea5 "04 2 �.. S 1 I 0 I H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GR0UNDSiV152000DP3.DWG PRINTED BY: DREARDON 10,30.18 @ 11:47 AM LAST SAVED BY: EVAN.NEWMAN _-----ROAD ACCESS ROAD (TBR) 122 1 :f EVIS 11 ONS REV DATE COEiIi ENT BY i R dI:rNr�_,��, 1 10/261, � 7 ,� , �� �3��„ CO TS 1 REVI&OHS PER � 3/7/18 t RT REVISIONS PER 3 6/26/18 PITY COUNTY COMMENTS Y i ` t REVISIONS PER i l 4 8/30/18 i RTY VOOT COMMENTS t REVISIONIS PER S 915138 RTY 11 CSA ,ITS .r„ i 6 9128/18 1 0;R A P, PRC1'1AL w , , 10130118 SIGN T URE" RTY 1 v' i �,� p,liSU;Oi*1 f ; \ 3 / 1 _?.. !P S ` w S /' t r .,. 4 } : (,. V I H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GR0UNDSiV152000DP3.DWG PRINTED BY: DREARDON 10,30.18 @ 11:47 AM LAST SAVED BY: EVAN.NEWMAN _-----ROAD ACCESS ROAD (TBR) 122 1 :f EVIS 11 ONS REV DATE COEiIi ENT BY R dI:rNr�_,��, 1 10/261, � 7 ,� �� �3��„ CO TS 1 REVI&OHS PER 2 3/7/18 COUNTY COMMENTS RT REVISIONS PER 3 6/26/18 PITY COUNTY COMMENTS REVISIONS PER 4 8/30/18 RTY VOOT COMMENTS REVISIONIS PER S 915138 RTY 11 CSA ,ITS i i 6 9128/18 1 0;R A P, PRC1'1AL R_11( 7 10130118 SIGN T URE" RTY 1 i �,� p,liSU;Oi*1 KNOW WHAT'S BELOW ALIYS CALL 811 AFORE YOU DIG It's fast, 3t's ir= a. It's t'r?a law. `1. PROJECT No.: \1162000 DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: 1 "=30' CAD I. D.: DP3 PROJECT: PLAN FOR STATE ROUTEf, 643 POLO G R 0 OOT O °r', F C r „ A"VEINTHiE LOC_ TIFON OF SITE ROUTE 29 SEMIN®s E TRAIL RD AND STATE ROUTE 643 POO GROUNDS ROAD CHARLOTTESVILLE AL EMA LE 3_°O� fel Y, VA 11 E { ~' 7L R 2$ BLACKWELL PAM LANE, SUITE 201 A RENT N, VWGIMA 20186 Phone: (40) 349-4500 3 Fax: (5,10) 349-0321 S VA- SHEIFTvoioreuivu,xii,ili''C_ ,1 C'-2'{DlTC;H[LdT�TE - C-MJI SCALE: 1"= 30' SHEET TITLES ISTING CONDITIONS AND a SHEET NUFABER: f --T,—,,T 10 IN 23 ..v„3 1 I f/r/, 41 Rl If il I " -%— -_ .- - - , I I 'Ai -0F AM '17 7Z oll Kom ku I ei aC­ 0, 150 75 37.5 0 150 1"=150' H:\15kV152000ORAWINGS\PLAN SETS\SECTION 11ROAD IMPROVEMENT PLAN -POLO GR0UNDS\V15200()0S3.DWG PRINTED BY: [)REARDON 10.30.18 (a_) 11A8 AM LAST SAVED BY: $SHEFFIELD SHEET TITLE: 71j, —I SHEET NUMPERc AV - REVr wa�—,a c 0 IM, ivi E A4 BY REVISIONS PER Il 7 QTY COUNTY CONY VENTS REVISIONS PER 2 3/7/18 11 7Y c TS 0 u il Ii 1 0 i'vDil E N QTY RE V 15310 HIS HrR, 8 RTY P11=v1siol"I's PER 5 a 6 0123113 IFOR APPROVAL RTS' 7 10130;`13 -S I G i 4AT U R E 31 . ON PTy99 '17 7Z oll Kom ku I ei aC­ 0, 150 75 37.5 0 150 1"=150' H:\15kV152000ORAWINGS\PLAN SETS\SECTION 11ROAD IMPROVEMENT PLAN -POLO GR0UNDS\V15200()0S3.DWG PRINTED BY: [)REARDON 10.30.18 (a_) 11A8 AM LAST SAVED BY: $SHEFFIELD SHEET TITLE: 71j, —I SHEET NUMPERc AV - 4p.", '17 7Z oll Kom ku I ei aC­ 0, 150 75 37.5 0 150 1"=150' H:\15kV152000ORAWINGS\PLAN SETS\SECTION 11ROAD IMPROVEMENT PLAN -POLO GR0UNDS\V15200()0S3.DWG PRINTED BY: [)REARDON 10.30.18 (a_) 11A8 AM LAST SAVED BY: $SHEFFIELD SHEET TITLE: 71j, —I SHEET NUMPERc 380 370 91-10 350 340 0 POLOGROUNDSROAD SCALE: 1"= 50 ' HORIZONTAL 1 "= 5'VERTICAL H.'%15W1520001DRAWINGWLAN SETS\SECTION l\ROAD IMPROVEMENT PLAN - POLO GROLNDSW152()00PR3.DWG PRINTED BY: DREARDON 10.30.18 @ 11:51 AM LAST SAVED BY: MGIBSON LIMITS OF ISTLlRBANC&--\-'."' LEGEND 2 'J itAHLL AND OVERLA."( 380 370 360 NOTES: 350 1. CONTRACTOR TO VERIFY EXISTING GRADES ON POLO GROUNDS ROAD PRIOR TO COMMENCING CONSTRUCTION. IF DISCREPANCIES ARISE, CONTRACTOR TO NOTIFY ENGINEER IN WRITING IMMEDIATELY. NO CHANGES TO THE ROAD ELEVATION OF POLO GROUNDS ROAD ARE PROPOSED WITH THIS PLAN. ONLY LANE WIDENING WILL OCCUR MATCHING THE EXISTING SLOPE OF POLO GROUNDS ROAD, HOWEVER, RECONSTRUCTION AND GRADE DEFLECTION OF THE EAST Kum LANES FROM STATION 13+50 TO 16+50 MAY BE NEEDED TO ENRSURE lj%,',,,,TER RUNOFF DP4UNS TO THE SOUTH, POST CONSTRUCTION. 2. CONTRACTOR TO REFER TO SHEETS C-30-3 TO C-312 FORA DET A JL- DUTILITY AND GiRADIN2, PLAN. 1 POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 35 MPH DESIGN SPEED. 4. ARCHER AVENUE AND STELLA LANE ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 210 MPH. 340 RTY 5. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING Fi"-EVI-SiOi`!S PER TOPOGRAPHY REFLECTS THE GRADING PROPOSED IN THE VIRGINIA STORNIKIATER MANAGEMENT PLAN (201700037) 6. PROFILE SHOWS FLOW LINE OF ROADWAY A,5 PROPOSED GWDE, WITH 1-15LANIDS 0-ml7mco. a P, f Al R A I R 0 S-LOPELEGEND MANAGED SLOPES REV D!lk"IFE 0 Aj. p j 7, ?%is PER -o �Av"'.iljim"'I-�D All y R fl, l0iklS PER 33 a"1301-1 c�' -d RTY VO 13 Fi"-EVI-SiOi`!S PER r r y a P, f Al R A I R 0 PP --,TY pj Al N �1'4 2f 9 7. io 2 f d b DA Ll r DID J� -. rpif_ o j 8 o 0 cl 0 J 'z i 7 2; 5 rf" J D REV D!lk"IFE 0 Aj. p j 7, ?%is PER -o �Av"'.iljim"'I-�D y R fl, l0iklS PER 33 a"1301-1 c�' -d RTY VO 13 Fi"-EVI-SiOi`!S PER =raRT A MI AAE: i -i y a P, f Al R A I R 0 PP --,TY pj Al N V 'AL -F JJW fas�!. Et's ll-ee. Rls i"he lavy. q S - r� p F, K u v .—[C) A r Hfj'-JE:C� T I -j- 0 AS ZIOTEID PR3 PROJEC-T: 7�) 2� 77, -011�. "illi.F-11L Ju!j T 7' 71— < kF I TT— J LO G R 10, T'll j' � 7" 11 -T�s T--1, 7 - P� VWV-,�U- IfurluL RD J t iV'JS�j Q, f"j -Dr0Juiljfl'j-.j ROAD ALE30EHUARLE COUhl"ITY, ",AA- T,. 12, Bi D mU I - � -0 -'T- 1 28 13 Vl 'A I 1A 011 A Fax: (5-10', 349-0321 VA@Ro.,hjsr gcom d N j, 0-4020560— nj,3rq,,, p in "NEID"'o -9) �r3v� 390 380 370 -0. 360 350 �I GROUNDS ROAD SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL H:\15W152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN — POLO GROUNDS\V152000PR3.DWG PRINTED BY: DREARDON 10.30,18 @ 11:53 AM LAST SAVED BY: MGIBSON yds V1 52000 DPWA ii; BY: E',. IA y,�jg jt __ `i g "1I if:7 `J "ai i�j , s a _e Ri ARK _W47,12, ,,, Y 3f_"' s ___ ._ ti B .i 01 9' v ( -per` _P, 1 '•1 7 '3I s.S. 1-f PER, 18 e RTY ViF i l ig Ji f.l J du A" - 3 ;= . ' t .. . j _ '•iyy TZ -1 4 u. R—r, j 3 { _. j I l j J1 i �J � �7. t y l r3 f 13 I a -: 1 0 j_u CQ ej) ce t> f >> Y � 1 V1 52000 DPWA ii; BY: E',. IA y,�jg jt __ `i g "1I if:7 `J "ai i�j , s a Ri ARK _W47,12, ,,, Y 3f_"' s ___ ._ ti B .i 01 9' v ( -per` _P, 1 '•1 '3I s.S. 1-f PER, 18 e RTY ViF A" - 3 ;= . ' t .. . j _ '•iyy TZ -1 4 u. R—r, j 3 { _. j I l j i �J V1 52000 DPWA ii; BY: E',. IA y,�jg jt __ `i g "1I if:7 `J "ai i�j , s a URI {K� " t r 1� fa r a t; Ri ARK _W47,12, ,,, Y 3f_"' s ___ ._ ti B .i URI {K� " t r 1� fa r a t; 380 370 360 350 340 LEGEND MILL AND OVERLAY 1 3. ARCHER AVENUE AND STELLA LANE ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 30 MPH. k Y PRESERVED SLOPES ' 4. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL BY LAND SURVEYS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE - f � GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037) Pik y 5. NO CHANGES TO THE ROAD ELEVATION OF POLO GROUNDS ROAD ARE PROPOSED WITH THIS PLAN. MANAGED SLOPES ONLY LANE WIDENING WILL OCCUR MATCHING THE EXISTING SLOPE OF POLO GROUNDS ROAD. 6. PROFILE SHOWS FLOW LINE OF ROADWAY AS PROPOSED GRADE, WITH ISLANDS OMITTED. 1 ' r � ' W y _ �W i 1 POLO GROUNDS ROAD SCALE: V= 50' HORIZONTAL V= 5' VERTICAL H:\15\V15200MDRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDSW152000PR3,DWG PRINTED BY: DREARDON 10.30.18 @ 11:54 AM LAST SAVED BY: MGIBSON 3:a a7�1 360 350 8 3 Il RT Y �. tif_3* 3( y d As ;? £ 7 1 20 5 T ' .ice''! -s 50 f i pax: frJq k Y 3 - - - 8 BY 3 i - f � Pik y I it N1 a i� S X11 a ., , f `� € P I 1 f = F a l I f = � t s " 7 10130118 _su `i;I ?,DN l I - y rr i� � C G U C 1 f J z n 8 3 Il RT Y �. tif_3* 3( y d As ;? £ 7 1 20 5 T ' .ice''! -s 50 f i pax: frJq k Y 3 BY Pik y it N1 a i� S X11 a ., , f `� € P I 1 f = F a l I f = Y 7 10130118 _su `i;I ?,DN l I 8 3 Il RT Y �. tif_3* 3( y d As ;? £ 7 1 20 5 T ' .ice''! -s 50 f i pax: frJq k Y 3 Pik y a i� X11 � = F 3 Pik a i� a l f = 1:\15W1520000RAVVINGS\PLAN SETS\SECT[ON T,ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PR3.DWG PRINTED BY: DREARDON 10.30.18@11:56AM LAST SAVED BY: MGIBSON SY• 42118" cZi C JI PROPOSED ROAD PROFILE - STELLA LANE SCALE: V= 50' HORIZONTAL 1 "= 5'VERTICAL tfJ m 380 370 360 LEGEND cl, r, cl 01 0 MILL AND OVERLAY 2 y NOTES: 1. CONTRACTOR TO REFER TO, SHEETS C-308 TO C-312 FORA DETAILED UTILITY AND GRADING PLAN. SLOPELEGEND 2. POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 36 MPH DESIGN SPEED. 3. ARCHERAVENUE AND STELLA LANE ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 30 MPH PRESERVED SLOPES 4. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE ....... 2i GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037) F-1-11 y 5. NO CHANGES TO THE ROAD ELEVATION OF POLO GROUNDS ARCHER AVENUE ARE PROPOSED WITH THIS PLAN. ONLY LANE WIDENING WILL OCCUR MATCHING THE EXISTING SLOPE OF POLO GROUNDS MANAGED SLOPES ROAD. 6. PROFILE SHOWS FLOW LINE OF ROADWAY AS PROPOSED GRADE, WITH ISLANDS OMITTED. pp PO ;A 1:\15W1520000RAVVINGS\PLAN SETS\SECT[ON T,ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PR3.DWG PRINTED BY: DREARDON 10.30.18@11:56AM LAST SAVED BY: MGIBSON SY• 42118" cZi C JI PROPOSED ROAD PROFILE - STELLA LANE SCALE: V= 50' HORIZONTAL 1 "= 5'VERTICAL tfJ m 380 370 360 -- - i 0; YM ii._ ,_.moi..-`- i 1_e ;Ts '=.l^ IG.;_'. -MEE 0 V! 5200 A'h' v- �T SCAs bo AkS f-,;0TED TI v"A' U �P i R!G J iK 11 22 349-032"s 74 77. 7 J—d" "Al T 1 4-1 d -2 A A ILL 1- L -A 2 y 7 PER, My F-1-11 y pp PO ;A i RTY 7 ,rh J Y F < u < 2f; q� _5 0 0 . ... ..... 7 -- - i 0; YM ii._ ,_.moi..-`- i 1_e ;Ts '=.l^ IG.;_'. -MEE 0 V! 5200 A'h' v- �T SCAs bo AkS f-,;0TED TI v"A' U �P i R!G J iK 11 22 349-032"s 74 77. 7 J—d" "Al T 1 4-1 d -2 A A ILL 1- L -A 2 y 7 PER, My F-1-11 y pp PO ;A i RTY 7 ,rh J Y F -- - i 0; YM ii._ ,_.moi..-`- i 1_e ;Ts '=.l^ IG.;_'. -MEE 0 V! 5200 A'h' v- �T SCAs bo AkS f-,;0TED TI v"A' U �P i R!G J iK 11 22 349-032"s 74 77. 7 J—d" "Al T 1 4-1 d -2 A A ILL 1- L -A PRESERVED SLOPES OPR HIGH POINT ELEV = 445.41 HIGH POINT STA = 22+45.37 6. PROFILE SHOWS FLOW LINE OF ROADWAY AS PROPOSED GRADE, WITH ISLE NDS OMITT ED. P1R' O)POS ED ROU AD PROFILE e STELLA LANE SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL ,i 30 440 430 4'20 27+50 ii; k JJ _ f~ _ z RTS 9 I 25 f 4 3�"r"S C7�C� 2 I R 4 E =A ;I _ �'4 _ { l 1 �: P , �t t ,12.: ; ; R Y �DOT f i`✓I- 3 1 1 sriS ; 0 01 PY u ut'i 4, I r lzi ! 'I v, D 111,81 s 7 �5 1 �, ; 3 y 3 ii Zn ' Q x _ 3 P` U{i r' 2 a CD — - C2 t= P � k JJ J ( n f~ s— d71`? z RTS 9 I , 4s). !.3 3 �..e ja. .: 4 3�"r"S C7�C� 2 I R 4 E =A ;I _ �'4 _ { l 1 �: P , �t t ,12.: ; ; R Y �DOT f i`✓I- 3 1 1 sriS ; 0 01 PY u ut'i 4, I ! 'I v, D 111,81 s 7 �5 1 �, ; 3 y 3 x k JJ J ( n 1 7 1 nJ o'JI 58 k JJ J ( n 1 7 �t t NOTES: 1. CONTRACTOR TO REFER TO SHEETS CC -308 TO C-312 FOR A DETAILED UTILITY AND GRADING PLAN. 2. POLO GROUNDS ROAD DESIGNED AS AN URBAN COLLECTOR, WITH A 35 MPH DESIGN SPEED. 3. ARCHER AVENUE AND STELLA LANE ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 30 MPH. 4. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037) 5. NO CHANGES TO THE ROAD ELEVATION OF POLO GROUNDS ARCHER AVENUE ARE PROPOSED WITH THIS PLAN. ONLY LANE WIDENING WILL OCCUR MATCHING THE EXISTING SLOPE OF POLO GROUNDS ROAD. 6. PROFILE SHOWS FLOW LINE OF ROADWAY AS PROPOSED GRADE, WITH ISLANDS OMITTED. H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN- POLO GROUNDS\V152000PR3.DWG PRINTED BY: DREARDON 10.30.18 @ 11:57 AM LAST SAVED BY: MGIBSON SLOPE LEGEND y " PRESERVED SLOPES MANAGED SLOPES 480 470 460 450 440 430 DATUM ELE 420.00 la° 500 25 '1.2.5 0 SO r I 1 - l Y 77 PT Y�7 3; t 'T, 3 1 � 500 25 '1.2.5 0 SO r I 1 - l Y 77 PT Y�7 3; t 'T, 3 1 � J jj J��^r PlIffy g I.:a 7 - 'R ,. +� ;T f f. 7 -- � ' Y I I i I I s ? 1 , Li 1 sa • I { s I I i h i r� _ C a i 1 j f LOW POINTLEV = 446.86 LOW POINT A = 11+22.73 i I I i s PVI STA 11+00.15 � 77 j PVI ELE A.D. K =50.00 = 446.39 0.53 s i J! F ', `-moi• � � v - - I w 2.00% I W o o o II Lo N m + v II U U > rN r EX. GRADE- ! 2 p()°lo 1 U >> [n U> _ (13 w Lu w 1 s PROR GRADE Y_ EX. GRA V 1 { I k I i 1 I s Lu i Z2 Z Lu < Q I I I i t X --- CD Z CD U Z CJ = Cy r,1 z z z Z xLu W X O Z ✓ ; t- X cr I CL O H A Z LU �_ 37 cn O W - 07 3 e _ ' 7:^J a_ + ti W + O rb IL V IL + O + � O N Q IY > Oa Cn (O co0 04 LIJ 'nO_' O W t'- +� of M d co '-' I, > I o ,,-,� ! S cl / oD oa �a r 0- �+� �D_z ,+� z T°- 0-z — f — 0- -� a M M o-� CQ r ',q rn O N N W �,,., rn o M NP oa O O Nco c37 �m to W d'co d O O �oP _ o fir: o M fir. cD Oti rn o W Oao �r o _ rn o M Om o cD Ow oa o CO 0a; v O Orn O M Ooi d Orn GD Orn A Oo v r as o M o �o co o co �® rn o W '� r O �Ir O M N� d O C(J nlr O W �V N 1+ N nlN nlm O O CN N nIM cVN O i+- Cel nlc,i *� ) O co cS7 O - M Oi rF�Y co �� �v d -v �v �' <hv ��" �v '4. �v �v �v coO d -v d -v '4- "r h� by by hLr) hlr) hLo hrn Lr) hIn �`�u; hlr� hlra h10 hLo hc.7 �`�ua hl.n 'r) Lo V rF V cF V rF V' Ch V rl' d" a b" rf- V 7 <i- V' r}- V V' CF d" rh s 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PROPOSED ROAD PROFILE - ARCHER AVENUE SCALE: 1"= 50' HORIZONTAL 1 "= 5' VERTICAL 4303 470 450 44C - - l Y 77 PT Y�7 3; t 'T, 3 1 � J J��^r PlIffy g I.:a 7 - 'R ,. +� ;T f f. 7 -- � ' Y ? 1 , Li sa i h i r� _ C a i 1 j f � 77 i J! F ', `-moi• � � v - - I - i v D FOR RAW:,:. EV.: I ; 1 I,OT-- a' AU3 ,p� Off, l ^i - 9 1- a 3 1 - l ]: I PT Y�7 3; t 'T, 3 1 � J��^r PlIffy g I.:a 7 - 'R ,. +� ;T 1 � ' 1 i v D FOR RAW:,:. EV.: I ; 1 I,OT-- a' AU3 ,p� Off, l ^i - 9 1- a 3 1 - l J��^r g I.:a 7 - 'R ,. +� 1 � ' i5+50 16 00 15+11:0 17+0017+rK, ;A 1, v: 1 r,Y C,s ROAD Al. I , R I t ? } --y 10c, `L(L361.45K� 1.80, _7 I 74m 11 6 N.,;: �54 356 2o A31 BW _,,4 "I - I _g, eo_ -1 -, d 1) 12" x 12" x 6" TEE, 1,g - , _]�� , � () t03 - _35 rG 7 85 nI YBEND 2)2 12"GV�,__,��]rte, a - s DE LECTION )6 uv 124 TW 363.651 RIM 366.58Ibvv 361.95t W� 92 PROP. GARDR ... .... Sr RIM 358.40PROP80/o STM. 12" DIP oo� Aln 'RCP WATEHLINEW __---�ASPHALT;,,00 15 16 16'RCP VO TRAIL jj1r,+o 000 � '806'k _w TC 372.50 ti-Pl 401e✓ wff� oo, U/ ROP. 12" DIP RI �M361 �O�O IL NOTES: PR/ _ �._ PROP. CG 3 - ...., , OP 'END 'FLECTION ED, AT A DESIG, SPEE 0 3 M -H. co 1. POLO GROUNDS ROAD DESIGNED AS URBAN COLLEC R LOW SP®- N 6 0' 10 VPD A?` Z ARCH'ERAVENUE AND -STELLA. LAiNE ARE DESIGNEDAS LOCAL ROADS� A DE83G�N �3­­EED OF- 30 NIJF-Hi. 6 PROP. G 372.3 -PROP. -1 __�'SAWCUT 372 TC 359.52 --- ---- G 349.89 �U_1� AS PART OF THIS PLAN AND ltl ADDITION TO 11 -FST BOUNID LANE tAPDENFIIG, CONTPA.CTICIR TO NIIU A i"ID OVEFNvJ Q $67.50 -p ROAD. Ai THOI IGH CENTERUNE ELEVATION STA`/S A3-13, GFRADE DEFLECTION! iNIAPY BOUND LANES OF POLO GROUi`4 K50 849 TVV 3E TW 351.00 Z BE I vv TW 49'R BW E NEEDED ON EAST BOUND LANES FROM S 13+550 TO 16+50 IN ORDER TO ENSURE IWATER RUNOFF DPIAINIS TO THE W 369TW=BW 368.03. 00 363.771 BW B 6v -3 c:1 1.00 --A ..DP. CG TVV 352.00 R1 PW'Arl 77 SOUTH, POST CONSTRUCTION. N M •PROP. J / ;�f�g_ -BW 350.10- q --------- -- 4. PROPOSED 8'ASPHALT TRAIL, SERVICING THE PROPOSED PEDESTRIAN TUNNEL AT STATION 41+53 IS TO CONNECT TO ROP.TVV 362.12 j SAWCUT - - I .11SAWCUT TW 354.58 BW 360. 2 DROP. IiW-1 -2 Vk A BW 353.58 OP. EW TW 359.00 A /00 PROPOSED GREENWAY TRAIL NETWORK IN FUTURE RESIDENTIAL DEVELOPMENT PLANS. 0 JC I E fY PROP. GUARDRAIL SWIM FACI I L TY EASEMENT v -", x _E 1 vv=13vv ovy Out.uu 5 EXISTING TOPOGRAPHY SHOWN rr)kIQIQQ rl.0 T r_1 ADLIVI�o 1�_p CII -59 G P) A SUR"IlEys, Ai A ROUDASUSH GALE, AND THE GRACING PROPOSED IN THE VIRC-1-NIA STORNFAIAT ER MANAGE�nj-JE.NITIPL 9L '11700 T ;3 iQ TW 3 0.00 v v L) 0 1 LIIV-��dLil QW -,V 11-%7, Da 4 1 1-0 PROP. SALAMANDER... -777 , - CROSSING (TYP.; SEE BW 3 8.00 A I RTEDRETAININGWALLAN - -- -------- DETAIL SHEET C-905) ------- 54 t9.68 SEPARATED BY A DASHED LINE, AND DESIGNATED ARROW's. G 350.30 CULVERT HEAD WALL SYSTEM ------- ---------- P s 3%2Q261] LF PROP. 2 OP. 6.5 LF CLASS Al RIP RAI Q 6. COi\ffRAC7OR,3HV1L 000RDINAT E WffH RIPISA;40 A- A FORTHE CONINE` ION -1 7HE E: ;-"SThN.G 24� 1.>4. ::L G 350.18 PROP ZINVE�TED RETAININ T WALL AND CULVER PROP.CONSEKVA CLASS Al RIP RAP LIMITS OF MAINTENANCE G 35 .20 CONTPACTOR SHALL USE DUE DILIGE-�,r,E 0 PROT ECT THE PlAiSA 24P 11VATERLIN-E DURING CONSTRUCT ON AiNII) DISTURBANCE SLOPE LE GEND ESMT._ HEAD WALL SYSTEM EAS EN __-�--PROP. LEVEL SPREADER PROP. 8'SPREADER LI 7. CONTRACTOR SHALL VERIFY THE HORIZONT AL AND VERTICAL LOCATION, THE OUTSIDE DIAMETLER AND THE PIRE: MAT ERIAL A G 350.26 PROP. T STONE LAYER OF THE 24" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN L? J �J.06 m ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SL BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED BY RWSA PRIOR TO THE G 350.20 SLEEVE SHALL BE,APPROVE PRESERVED SLOPES TAP. PROP TREE LIN E 643 P 0 G 0)UNDS D 8. A MINIMUM OF 3 BUSINESS DAYS' SHALL BE GIVEN PRIOR TO INSTALILATION, OF HE TAPPING SLEEVE. E. THE CUT -PROP. CONSERVATION EASEMENT 7 STA 'E Rv 243'X'12;' PROP. DESIGN SPEED 35 MPH PROP. LEVEL SPREADER TAPPING SLEEVE :IND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT AND TESTING OF T_;AE2�`X12;7 SEE WPO 201800013 FOR TAPPING SLEEVE AND VALVE, A CONCRE�l E RAD AND THRI ST BLOCK SHALL BE PL,, -Ir, --D BEEFIND T TA*FPPI�; G A Q J I A' 1,069'FROM INTERSECTIoN ni: �pmmjni P TDAII nPTA11 _q Al y .41 ­110i _y y f 2 F`�=VFSI�illlis PER V,!:� 10 _- 1 S PER Q1 Of 0 - v RE'V I 5:� ER 0 'I N,'S P S'S A -LIM[ 16 UI- 'J ,F T r T -77,7 30" RCP ---------- --- -- -- rf,DISTURBANCE OF P4 V h0if I do M ✓@ 8.94% 3 _`9 SWM,FACILITY EASEMENT \\'PROP. GUARDRAIL -J' Al, DISTURBANCE 20 PROP. STAR PROP. CG -3 LIMITS OF_j TW 366.00 STM X W359.10 TM DEFLECT PROP w 6� (20) ee, 3' A o n -d �-PROP G 3159.00 VAN V u. o -y 14WJL STONE WRILEVEL PROP I7AYER- rk 0 i� `SPREADER. SPREADER PROP. 112 LF PROP. TREE LINE LIP PROP, LEVEL SPREADER SEE 'CLASSAIRIPRAP 91 go WPO 201800013 FOR DETAILS 7'7 PROP /8" C s _z -0 ON VAT/OA( q J ?Q C, ov s (41RS G' X R tii(lj ....... .. 3 30 15 7�5 0 30 POLOGROUNDSROAD "Mo SCALE: 1 "= 30' HA15\V1520001DRAWINGS\PLAN SETSiSEGTION 1\ROAD IMPROVEMENT PLAN - POLO GROIJNDS\V152000SS3.DWG PRINTED BY: DREARDON 10.30.18 @) 12:00 PM LAST SAVED BY: RYAUGER --d J_ 7' lf R SH Ii M 3 E, % -6, W/L DEFLECTION --mo—mm s_ I FAIL Nt: I VVUMt\ mj ru i umr MtOlUtlll UAL J=Vr_Lk.)rIVIr_Il4I rLmIllo. T 7 iljljl__d JL -I -j vg%j JL JLx\v1AxJL21 S '�Jl ---i n in -'Suil-T -E _nIAlifo 0, 34 ,,,32'l 0 Ut-3 'Aar j � �� o., SLOPELEGEND �3, PRESERVED SLOPES MANAGED SLOPES H:\15\V152000\DRAWINGS\PLAN SETS\$ECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDSW1 62000SS3.DWG PRINTED BY: DREARDON 10,30.18@12:05PM LAST SAVED BY: RYAUGER 4REV ElATE PROP. DESIGN SPEED 35 MPH sy 5. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED IBY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH 10/26/1 REEIAS;0 5' i=. Ffl-� 2 GALE, AND THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037). THIS IS SEPARATED BY A DASHED LINE, 2,310 FROM INTERSECTION OF STELLA LANE an AND DESIGNATED ARROWS. TO NEXT INTERSECTION RT 6. CONTRACTOR TO VERIFY EXISTING GRADES IN THE AREA OF STRUCTURE B40 AND NOTIFY ENGINEER IN WRITING IMMEDIATELY IF RT'Y DISCREPANCIES ARISE. Ev I's K) S P ER EjA! 30 15 7.6 0 30 6 I S""" 7. MODIFIED VDOT STRUCTURES NOTED ON THE PLANS WILL BE SUBMITTED TO VDOT FOR REVIEW PRIOR TO CONSTRUCTION. t.7't _T R NOTES CONTINUED: 8, PLANS FOR THE MODIFIED WINGWALLS ASSOCIATED WITH THE PROPOSED PEDESTRIAN TUNNEL, STRUCTURES B60 AND B61 SHALL BE 9. IF AN AERIAL CROSSING IS REQUIRED, A SEPARATE SEWER PLAN WILL BE SUBMITTED TO THE ACSA FOR REVIEW, POLO GROUNDS ROAD =3 0' SUBMITTED TO VDOT FOR REVIEW PRIOR TO INSTALLATION. ANY ADDITIONAL MODIFIED VDOT STRUCTURES NOTED ON THE PLAN WILL BE APPROVAL, CONSTRUCTION, TESTING, AND ACCEPTANCE INTO THE ACSA SYSTEM, PRIOR TO ANY WATERISEWER SUBMITTED TO VDOT FOR REVIEW PRIOR TO CONSTRUCTION. SERVICE BEING ESTABLISHED UPSTREAM. SCALE: 1`= 30' S '�Jl ---i n in -'Suil-T -E _nIAlifo 0, 34 ,,,32'l 0 Ut-3 'Aar j � �� o., SLOPELEGEND �3, PRESERVED SLOPES MANAGED SLOPES H:\15\V152000\DRAWINGS\PLAN SETS\$ECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDSW1 62000SS3.DWG PRINTED BY: DREARDON 10,30.18@12:05PM LAST SAVED BY: RYAUGER 4REV ElATE C-O"ANK-:11T sy PE -P. 10/26/1 REEIAS;0 5' i=. Ffl-� 2 E R v r) i's i, RT RT'Y 01 0 Ev I's K) S P ER EjA! 6 I S""" A.--PRC­I%f; t.7't _T R S '�Jl ---i n in -'Suil-T -E _nIAlifo 0, 34 ,,,32'l 0 Ut-3 'Aar j � �� o., SLOPELEGEND �3, PRESERVED SLOPES MANAGED SLOPES H:\15\V152000\DRAWINGS\PLAN SETS\$ECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDSW1 62000SS3.DWG PRINTED BY: DREARDON 10,30.18@12:05PM LAST SAVED BY: RYAUGER �_,\�FPROVED FOR S '�Jl ---i n in -'Suil-T -E _nIAlifo 0, 34 ,,,32'l 0 Ut-3 'Aar j � �� o., SLOPELEGEND �3, PRESERVED SLOPES MANAGED SLOPES H:\15\V152000\DRAWINGS\PLAN SETS\$ECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDSW1 62000SS3.DWG PRINTED BY: DREARDON 10,30.18@12:05PM LAST SAVED BY: RYAUGER 0 I / '-v) , �' . \ i , I. � I � ; , � � I 1, 1, el I �� � - ' r I I , , � � ,I , ; � � � I i � k 11 . .' I 1, � 1, .' 11, I I I �. - -I - I- - __ll _ , - I I - I : I " � �"' -/ - . I I I , I I I I I I 'L I '--,- I - I , � I : 11 _" I � I I �, � . '� � , I . \ � I - I I __ __ I I � _'. , I j / � - , � . 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'--j , , I _� 1 I ll� d 4 � i 11 , I- ��� I , =__­_­­_­­.______ 4 �:�. 3 Jrla_ ----,.-- Y 1 E_ - � i li, " - - .� . i ' 11 , i _� a �'__,_" " �� _� , '_' , / I - -, '11, 1 I 1 \ - Ui I , =__­_­­_­­.______ 4 �:�. 3 Jrla_ ----,.-- Y 1 E_ - � i li, " - - .� . i ' m , i _� a �'__,_" " �� _� , '_' , / I - -, I t' '� I 1 \ � Ui ' Y 1,151 ' m I -11 ��_ " � � ;- _f "I - I,,-_ ­ - - - � � zl-, - I - , - �1111�_' ��� 11 ----- ­ - -.-- SLOPELEGEND FRESEIRVED MANAGED SLOPES HA15\V152000U)RAWINGS\PLAN SETS\SECTION VROAD IMPROVEMENT PLAN - POLO GR0UNDSW152000SS3.DW(3 PRINTED BY: DREARDON 10.30.18 @ 12:10 PM LAST SAVED BY: RYAL)GER D —,yr 7E17- �o m� - RT -t i J1,4, --'0-U'N`Y CCjivVLAIE�,ff-�, 3�1 21 2 3,17/1,8 RTY �58 3v 8 c . ny 4,4-Y _. .,3311-'I S 0 i T i EVV3 R 0 iN'S E R 4 pa� qj p t 41's, P, E.. A-DPROV, rid 7 1011-3,13,118 11 Fill y A SUBNA! !-S�ON o C) c �2 co u -2 �s� J g A Z D i��j V,,,icj!VY" CAI 83 U RO-, JEC,V152000 DRWRI BY: Ez'- i` C- Ef--�TKETD S : DATE: I oi0 Ia 7 7j�v ID T') T7 t -P �J- T R0UTE2'J;:A-- 11' Lt: R' AND 31 L.��U'C 0 F-01:0 ROl "J —,yr 7E17- �o m� - RT -t i J1,4, --'0-U'N`Y CCjivVLAIE�,ff-�, 3�1 21 2 3,17/1,8 RTY Is, icmi 3v 8 c . ny 4,4-Y _. .,3311-'I S 0 i T i EVV3 R 0 iN'S E R 4 y t 41's, P, E.. A-DPROV, rid 7 1011-3,13,118 11 Fill y A SUBNA! !-S�ON i��j V,,,icj!VY" CAI 83 U RO-, JEC,V152000 DRWRI BY: Ez'- i` C- Ef--�TKETD S : DATE: I oi0 Ia 7 7j�v ID T') T7 t -P �J- T R0UTE2'J;:A-- 11' Lt: R' AND 31 L.��U'C 0 F-01:0 ROl "J -NU J1 22, —,yr 7E17- 121RS U1-1JH F-5 31"J"T J1,4, 3�1 21 -NU J1 22, n������� `'~^~~~ ~`~^~ '~~~ PRESERVED SLOPES MIAWAGBJSLOPEG N—ODES: I. POLO GROUNDS ROAD DESIGNED AS URBAN COLLECTOR LOW SPEED, AT A DESIGN SPEED OF 3-5 MPH. u. ARCHER AVENUE AND STELLA LANE ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEED OF 30 MPH. o. AS PART OF THIS PLAN, AND IN ADDITION TO WEST BOUND LANE WIDENING, CONTRACTOR TO MILL AND OVERLAY EAST BOUND LANES OFPOLO GROUNDS ROAD. 4, PROPOSED 8'48PHALTTRAIL, SERVICING THE PROPOSED PEDESTRIAN TUMNELATSTA TION 4M+50ISTO CONNECTTOPROPOSED GREEAV00'TRAIL NETtiVORK|N FUTURE RED|DENTiALDEYE�:LQ-�T,,,iENTPLANS. 5� EX|GT|NGTOPOGRAPHYSHOWN CONSISTS OFTOPOGRAPHYPROVIDED BYL|NC-OLNGURV__Y!QG.BELLLA�D SURVEY G.AJNDRQUDABU8MGALE, AND THE GRADING PROPOSED iNTHEY|RG!N!ASTORi&NAJER.�AN��E�ENT PLAN (20'1700037). THIS 13 SEPARATED BY A DASHED LINE, AND DESIGNATED ARROWS. 8. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA FOR THE CONNECTION TO THE EXISTING RYYSA24^WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE ToPROTECT THE RvvSA24" WATERLINE DURING CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 24" WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RYVSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SXALL BE PRESENT DUR|d'N0THETEOTPIT, THE TAPP|NIGSLEEVE SHALL 8EAPPROVED BYRVYS&PRIOR TO BE|NG ORDERED. TMETAPP|NINGcQNTF�­�CTOP0HALLBEAPPR0YEOBYRJV�APR|��TOTHETXP � AMINJIMUIVI OF 3 BUSINESS DAYS'NOTICE SHALL BE GIVEN PRIOR TO INSTALLATIOP11 OF THE TAPPING SLEEVE. THE z4��12^TAPPING SLEEVE AND VALVE SHALL GEINSTALLED PLUMB. FDLL0VYmGTHE PLACEMENT AND TESTING OF THE 24"X12" TAPPING SLEEVE AND VALVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING SLEEVE AND ALLOWED TO SET PRIOR TOMAKING THE TAP. PROP. TRAFFIC—\ Lu0 �11 7�� |fnfan�|��h�oIts ;h*|�� BY V1521 1�2 PA RTY RTY Al FITY PER FOR APPRO�VAL RTY uu Eu 75 �11 7�� |fnfan�|��h�oIts ;h*|�� BY V1521 1�2 PA RTY RTY Al FITY PER FOR APPRO�VAL RTY �11 7�� |fnfan�|��h�oIts ;h*|�� g�EETwu�/ V1521 1�2 PA RTY g�EETwu�/ x If p L 1 '4 f 4 L--! Q 2_ is J a - (D ull < 0 G OA -G RIO MILLS R D PROP R CURBED I ISLAND All U,S. ROUTE 29 SEMINOLE TRAIL AND ARCHER AVENUE HA15\V1620000RAWINGS\PLAN SETS\SECTION 1\RoAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PR3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:16 PM LAST 5AVLIJ BY: MUOSON 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. ARCHER AVENUE AND 8 ARE DESIGNED AS LOCAL ROADS, AT A DESIGN SPEE=D OF 30 4. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037) 5. NO CHANGES TO THE ROAD ELEVATION OF POLO GROUNDS ARCHER AVENUE ARE PROPOSED WITH THIS PLAN. ONLY LANE WIDENING WILL OCCUR MATCHING THE EXISTING SLOPE OF POLO GROUNDS ROAD. L - FE GEF INT D MILL AND OVERLAY SLOPE LEGEND P G 7 V `M :D i JR- D, k E C Dli D, 3 N'-i-Y-SK)'-j;� PER R TY 7f 0 i-�i i FZEViS C, N� s p E -:e LTi PIE:visilof-lls -PER VDIOT Colivi- EN17-3- REV1,SIONIS PER 5 8 p -r" 3 ai2�ail R11 y pul y G 7 V `M :D i s 22 F - 01_G, feu 12" 'SCALE: =30' PR3 Ro j� f Tj f T— V "!9 fc] TIFRAJI RD K—)HU-37 ROAD CH V I I e= m !U ELL R Rlyt ILEAEE5 SLAT E _721i ic (5- 0 '[t2-'9'51'0, D LIR F 9 AC, �41111-F,11. VPl A 16+00 ,'.�l 16+50 0 13 7— G 450.97 i� { / o T f IL TQ 4S9 in 11"Z I T—J-41 G 452.30 PROP. 3" RAISED G 453.85 TRUCK APRON I I -I, G 452.05 i3.03 18 00 18+50 19+0( TC 452.07 17+00 17 50 F I TICm. 453.03 -,T"-4,_ f 7 FTC 451.75 _S_ -71 S S S S S X,l Y J RIM 453.15 450.97 G 451.47 TQ 452.56 TIC 412,1 G 452.30 G 451.67 0001 G 452.05 moms ITC 452.3) TIC 451.92' r[TC 451.511 450.68 G 451.18 G 451.18 cf) 1,38 14' 14 G 451.38 cpIII I ROUNDABOUT AT ARCHER AVENUE AND STELLA LANE STELLA LANE AND INTERSECTION I H:k15\V15200MDRAWINGS\PLAN SETS\SECTION l\ROAD IMPROVEMENT PLAN -POLO GROUNL)SkV152000PR3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:18 PM LAST SAVED BY: MGIBSON J,11 --------------------------- ------------ G 440.7 =G4 4 u 20+00 21+00 G 442.80 g p— _-1 OW N L C J, N 7"E" CDT 3 V1 52(300 OR"AMP'tM, EVY: E i d Cm-'ECKED Y 10 i00!'1 , n 0 p'R _3 I FG 424 20 10 0 20 1 20' V 7 7 Q"F, fl 32s Q _V 41-1- T TITLE: J 21- ��_F' A S H E�_T N U ivll 8 E F' VI DI E D, 1r 1r, R Vislo_N_'S PER i­-v!&r_)IttVs PER 01 fl 18 pjy C 0i'Mi T S PE,71 PIT Y PT( Y C.ij!"Itiv; L: �-1 PE V� i 0 S P E R FOT� AkDiDploVzlf4i, ...... ... . ... G A4 _1 u R 0 a iay SU a P -J b m iw5 "Z 3 A tf_ co 7 E4 g p— _-1 OW N L C J, N 7"E" CDT 3 V1 52(300 OR"AMP'tM, EVY: E i d Cm-'ECKED Y 10 i00!'1 , n 0 p'R _3 I FG 424 20 10 0 20 1 20' V 7 7 Q"F, fl 32s Q _V 41-1- T TITLE: J 21- ��_F' A S H E�_T N U ivll 8 E F' VI DI E D, 1r 1r, R Vislo_N_'S PER i­-v!&r_)IttVs PER 01 fl 18 pjy C 0i'Mi T S PE,71 PIT Y PT( Y C.ij!"Itiv; L: �-1 PE V� i 0 S P E R FOT� AkDiDploVzlf4i, ...... ... . ... G A4 _1 u R 0 a iay SU g p— _-1 OW N L C J, N 7"E" CDT 3 V1 52(300 OR"AMP'tM, EVY: E i d Cm-'ECKED Y 10 i00!'1 , n 0 p'R _3 I FG 424 20 10 0 20 1 20' V 7 7 Q"F, fl 32s Q _V 41-1- T TITLE: J 21- ��_F' A S H E�_T N U ivll 8 E F' 10 4�4 MATCHLIN). SHEET C-317 POLO GROUNDS ROAD SCALE: I"= 30' I:\15XV15200MDRAWINGS\PLAN SETS\SECTION tROAD IMPROVEMENT PLAN -POLO GROUNDS\VI52000MS3.DVVG PRINTED BY: DREARDON 10.30.18 @ 12:18 PM LAST SAVED BY: JGRUZ r-mur. ur-oik.,vi orr-r-u oz) ivirm 30 15 7.5 0 30 1 "= 30' � CC ca CL 4 DY 24 SY 4 --- 23+00 i 24,-00 25+00 26+00 PHASE I PER PHIASE IV PER PROFFER PROFFER__4 .5WL 4 DY CE)4" SOLID WHITE LINE 4 DW4 ) 4" DASHED WHITE LINE 4' LONG WITH 6' SEPARATION BETWEEN LINES 6 SW 6" SOLID WHITE LINE 4 DW 12 4" DASHED WHITE LINE 12L LONG WITH 30' SEPARATION BETWEEN LINES 24 5Y 4 24" SOLID YELLOW LINE @ 4' SEPARATION BETWEEN LINES 4DY 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM @ 40' SPACING 4" SOLID YELLOW LINE GH) 24" SOLID WHITE WHITE LINE 6" SOLID WHITE LINE @ 3' SEPARATION BETWEEN LINES DELINEATES LIMITS OF NO PARKING POLOGROUNDISROAD SCALE: 1 I'= 30' 0 30 15 7.5 0 30 1 30' 2; R-Ji—EENUSI'Ll I S rp7v iv -1 BY P < 7 �, rj 0 FiT y !nj C-102 7_ 3;L mql uj -j hi 3 7� < 3,;l ss R� TY 5�E . T� 6 912,8118 7 T' j p RT"' �E > < ZZ 7v! _j f2:1 'u., re I, --r M 0 >� sm 2_5i i T -z z z 7, 7 1_2 crQ R-Ji—EENUSI'Ll I S rp7v iv -1 BY P 7 rll�,�Adoil.__ill IIS FiT y C-102 R. R. hi 3 3,;l ss R� TY 5�E . T� 6 912,8118 7 T' j p RT"' 7P- v A 3 IJ i T ai:� 2101 '_y. Fa�x: 'E 10 3 JL "M y F,`HEET L -J ' ,A, Jt Jil.- �Jl —I, S P T Ul.-lv-, B RR Z7, P Ry:mI 7P- v A 3 IJ i T ai:� 2101 '_y. Fa�x: 'E 10 3 JL "M y F,`HEET L -J ' ,A, Jt Jil.- �Jl —I, S P T Ul.-lv-, B RR Z7, 27tOO 28+00 4 DY g A 7, i Af 'S 4 < L �14 I� 7,6 i-5 V "D _4 5, / q o 7" J,g�g 5 0 U-77TV7 77; > -F -J J E p v ht '7 r s 'A T ­ "D sv RIEV1,S330NK-3 P E Y 'T� k 7:11 'D 3 PTY 4 813, 1 1 ' 8 V r-. pq y- _1ITS - a 4 SW 5 :;"/? RTY "J7 8 f -D/2311 Y 4, c - TV 'j t3 mi -3 S i m SPEED LIMIT 35 a 7w Amla 36+00 ,,/�l DY 38+00 STATE ROUTE 643 POLO GROUNDS ROAD PROP. DESIGN SPEED 35 MPH POLO GROUNDS ROAD SCALE: 1"= 30' 4 SW 39+00 4 DY 24 SY 4 HA15W1520000RAWINGSTILAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000MS3.DV1G PRINTED BY: DREARDON 10.30.18 @ 12:19 PM LAST SAVED BY: JCRUL STATE ROUTE 643 POLO GROUNDS R®A» PROP. DESIGN SPEED 35 MPH STRYPINC' LEGEND. CD4" SOLID WHITE LINE 4 DW4 4" DASHED WHITE LINE 4' LONG WITH 6' SEPARATION BETWEEN LINES 6 SW 6" SOLID WHITE LINE 4 DW 12 4" DASHED WHITE LINE 12L LONG WITH 30' SEPARATION BETWEEN LINES 24 SY 4 24" SOLID YELLOW LINE @ 4' SEPARATION BETWEEN LINES CD 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM @ 40' SPACING 4 SY 4" SOLID YELLOW LINE GED 24" SOLID WHITE WHITE LINE (ED 6" SOLID WHITE LINE @ 3' SEPARATION BETWEEN LINES _EE �0�= ,7 DELINEATES LIMITS OF NO PARKING Im POLOGROUNDSROAD SCALE: 1 "= 30' to 4 42t0o 4 DY KiNOVV W1 ­3`A -PSD- B-EBLOW 30 15 7.5 0 3rj ,9 J. J 24 SY 4 30 15 7.6 0 30 1 "= 30' PROU'l-ECT: A. I T "T A ik 1 3- 4 -1 il- AL, ZA T _'T"71_ 7 JE, RD N IF EE R D F 6 43 ROAD CHAR! ()'FTP� VP P YWAMR-11 �R� -7 i 71 0 ill; v F-113, G H' A -240 3 a 6 ri lax: 5 7 SHE'E, T 4! P7 A"_J'_ j V, 57 2 0 0 fj' EEIl CH EC?' 7-:D BY: P, _1f DATE: 101105-i18 S CA L PROU'l-ECT: A. I T "T A ik 1 3- 4 -1 il- AL, ZA T _'T"71_ 7 JE, RD N IF EE R D F 6 43 ROAD CHAR! ()'FTP� VP P YWAMR-11 �R� -7 i 71 0 ill; v F-113, G H' A -240 3 a 6 ri lax: 5 7 SHE'E, T 4! P7 A"_J'_ j STELLA, LANE SCALE: 1 "= 30' i.N75\V162000%DRAWINGSNPLAN SETS\SECTION 1\RoAD IMPROVEMENT PLAN -POLO GROUNDSWIG2000MS3.DV4G PRINTED BY: DREARDON 10.30.18 @ 12:19 PM LAST SAVED BY: JCRUZ POU-)GROUNDSROAD SCALE: V'= 30' 1 "= 30' Ti I 165 7.5 G) 30 I MIA, i 30' y A m __;NE3 -�SUJTE T ax By _vl PER y sal a ceT'Y 0N.'C- PER, CV 18, T) iD RV117hi- PER R! Q) 12 lll.,,DPRrl;N/fkL PH, T Y 7 i 1013 11 I i EE TY 6. Lul af, q:j 'Ln 0 E5 b U) z Q �ZF, r 7, 3 22 fn 2 2 < __;NE3 -�SUJTE T ax By _vl PER y sal a ceT'Y 0N.'C- PER, CV 18, T) iD RV117hi- PER R! 12 lll.,,DPRrl;N/fkL PH, T Y 7 i 1013 11 I i EE TY 6. KiNOW VVHAT"S BELOIN - 1 -1 1 y 1 vvtk 1Q, C_.,?11 PROJI-ECT, V1 52000 CHECKED BY: 1"Zi 2-_2 __;NE3 -�SUJTE T ax 8 H E T -1 1 SH, E- E- T 11 U Mi 8 E R vill - I,lumImIWE] ■I=wJILVjmI■lmlv)Jl■I?I\m1�/J CD4" SOLID WHITE LINE CD6" SOLID WHITE LINE 24 SY 4 24" SOLID YELLOW LINE @ 4' SEPARATION BETWEEN LINES 4 SY 4" SOLID YELLOW LINE (EDSW 3 6" SOLID WHITE LINE @ 3' SEPARATION BETWEEN LINES HA15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000MS3.DWG PRINTED BY: DREARDON 10 30.18 @ 12:19 PM LAST SAVED BY: JCRUZ GE)DW4 4" DASHED WHITE LINE 4' LONG WITH U SEPARATION BETWEEN LINES 4 DW 12 4" DASHED WHITE LINE 12L LONG WITH 30' SEPARATION BETWEEN LINES CD4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM @ 40' SPACING GD24" SOLID WHITE WHITE LINE DELINEATES LIMITS OF NO PARKING ';-;T-F.T .T .A T .ANF ARCHER AVENUE SCALE: 1"= 30' R3-17 F�F�C R3 -17b 30 15 7.5 0 30 r i 9 1 ';7A=� d _° Y:�?i'fl I 1 "= 30' �u� J R3-1l/7b I V-1 520on, S1 CAD I D.: 7 It v , iwf :vi ..J .i7 J-1 E° 3J- 1 t _/ 3 - =3 _ 2011 �3HEE 3 T v 3 3_r_, 7 3 � r i 9 1 ';7A=� d _° Y:�?i'fl I i Jai `o Its''J p 's ,". 3 _'31a S� (D -.'s'' P�.tP-, nyT_s, i �. .: ,l tJ' 4:j iEiso 1 R=-"VlJ31f',i;' PER, P-11 y is 912:118 1 -0—, APIP-R j,,,la;`,,S a TY i Ll 9 i I ELI i +i .ice` I -4 o 9 M I %lr7mrr y � t dLI 0 03 zd Lu , V-1 520on, S1 CAD I D.: 7 It v , iwf :vi ..J .i7 J-1 E° 3J- 1 t _/ 3 - =3 _ 2011 �3HEE 3 T v 3 3_r_, 7 3 � r i 9 1 ';7A=� d _° Y:�?i'fl I i Jai a; l Its''J p 's ,". 3 _'31a S� (D -.'s'' P�.tP-, nyT_s, V-1 520on, S1 CAD I D.: 7 It v , iwf :vi ..J .i7 J-1 E° 3J- 1 t _/ 3 - =3 _ 2011 �3HEE 3 T v 3 3_r_, 7 !y 1. a i 9 1 r_ P i i �. .: ,l tJ' 4:j 1 R=-"VlJ31f',i;' PER, P-11 y is 912:118 1 -0—, APIP-R j,,,la;`,,S a TY i 9 i I V V-1 520on, S1 CAD I D.: 7 It v , iwf :vi ..J .i7 J-1 E° 3J- 1 t _/ 3 - =3 _ 2011 �3HEE 3 T v 3 3_r_, 7 AN NOTES: 1, INLETS HAVE BEEN SIZED BASED ON THE DPAIINA(-',E AREAS SHUh"N AS PSL IUM CONDITION, THE DRAINAGE AREAS IN THIE FINAL CONDIT llclik23 ARF_ ANTICIPAT ED TO BE IS H 2. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGRAP 1Y PROVIDEDBY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE, ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING OF RBANCE PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037) a H:\15\V152000\DRAWINGS\PLAN SETS\SECTION l\ROAL) IMPROVEMENT PLAN -POLO GROIJNDS\V152000DD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:20 PM LAST SAVED BY: SSHEFFIELD nA. f) 1 El W ,1 1. = t k IBM Em IEVD; I m % 12 -vg t,S, E 7 q, 0 02 �fl aA -HECKED TY R� FTy v _!z, I 100,1ji" N SCALE: 4 P PER i RTY Y'DOT Cf�XvIMEENTS 5 i Is i 0 I'll 3 1? R Jas...:?: -.i 4:-S c,f e, sj,,2al,� CDP' Ar PRQVAL fl FT( 7 'J. _F= g jyG y *j)A1. " W40` 1m 1t • la I Aof fi 41 r tlNs 'y R I Y � 42& 42:& � " i i � � . - < Z4 It ti tt �7 k IV F, N t MATCHLINE SHE7 _"T C e, 7 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION l\ROAL) IMPROVEMENT PLAN -POLO GROIJNDS\V152000DD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:20 PM LAST SAVED BY: SSHEFFIELD nA. f) 1 El W ,1 1. = t k IBM Em R 7' IEVD; I m oma y, 1— 12 -vg t,S, E 7 q, 0 02 �fl aA -HECKED TY 'I 's FTy v _!z, I 100,1ji" N SCALE: 4 P PER i RTY Y'DOT Cf�XvIMEENTS 5 i Is i 0 I'll 3 1? R Jas...:?: -.i 4:-S c,f e, sj,,2al,� CDP' Ar PRQVAL fl FT( 7 'J. _F= g jyG • la I Aof R < .6 < Z4 ti �7 k R 7' k 0.16 IEVD; I m oma y, 1— 12 -vg t,S, E 7 q, 0 02 �fl aA -HECKED TY 'I 's FTy v _!z, I 100,1ji" N SCALE: 4 P PER i RTY Y'DOT Cf�XvIMEENTS 5 i Is i 0 I'll 3 1? R Jas...:?: -.i 4:-S e, sj,,2al,� CDP' Ar PRQVAL fl FT( 7 'J. _F= jyG k 0.16 J" ""PROVEMF MR q, 0 02 �fl aA -HECKED TY SY: v SCALE: AlDfi,,TE. k 0.16 T:l H F1 SSl:­A-_LY,-7 EEL'— isPJ�_,RK UEJ,423 JlARF,E,, T13 Vl LA, 2 0 183 6 0 p h 15140) 3Z:-si­�500 ax.: 3, o --, 2 1 :�o n 50 25 12.5 0 50 1 50' F-_ -T T--_­�i, 7T � 7 7 7, J A A L _Pl AT',:.J n E w A, v -0, T:l H F1 SSl:­A-_LY,-7 EEL'— isPJ�_,RK UEJ,423 JlARF,E,, T13 Vl LA, 2 0 183 6 0 p h 15140) 3Z:-si­�500 ax.: 3, o --, 2 1 :�o n 50 25 12.5 0 50 1 50' F-_ -T T--_­�i, 7T � 7 7 7, J A A L _Pl AT',:.J n E w A, AA. n aA V s0ii g A. Mu V 1 R u , STM , An; Do 1. INLETS HAVE BEEN SIZED BASED ON THE DRAINAGE AREAS SHOWN AS MAXIMUM CONDITION. THE DRAINAG E I AREAS IN THE FINAL CONDITIONS ARE ANTICIPATED TO BE SMALLER Tl IAN V11 -1,41,T11 13 SHOWN, 1 1-1 2. EXISTING TOPOGRAPHY SI -110'VIIN CONSISTS Or' TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037) K\15WI52000\DRAWINGSIPLAN SETS\SECTION l\ROAD IMPROVEMENT PLAN - POLO GR0IJNDS\V162000DD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:20 PM LAST SAVED BY: SSHEFTIELD 50 25 12.5 0 50 T� 28 L H`�,; Si-ITE12ul �Q 0340) '--490-0)21 A —Vj -3(j/ r 8 H E- E— -i T -1 ---: T S K E E T N U A B ERR E 1 110 12 roll 7 fRTY El REWSIONJIINS PER 2 317118 lwi p C 0 U T y C 0 Mi E�,] T S 'EWSIONS PEP, 3 -0 PIT y 4 f IP 16- i T -D -1 S N]PN'T3 RTY ,1 9111, 2 311 H 8 F ORI A P -PR, 0 VA' 7 10130118 31 Gf- I A T l i P- E 'QTY �j j Bi A 1331 ]ON AA. n aA V s0ii g A. Mu V 1 R u , STM , An; Do 1. INLETS HAVE BEEN SIZED BASED ON THE DRAINAGE AREAS SHOWN AS MAXIMUM CONDITION. THE DRAINAG E I AREAS IN THE FINAL CONDITIONS ARE ANTICIPATED TO BE SMALLER Tl IAN V11 -1,41,T11 13 SHOWN, 1 1-1 2. EXISTING TOPOGRAPHY SI -110'VIIN CONSISTS Or' TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037) K\15WI52000\DRAWINGSIPLAN SETS\SECTION l\ROAD IMPROVEMENT PLAN - POLO GR0IJNDS\V162000DD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:20 PM LAST SAVED BY: SSHEFTIELD 50 25 12.5 0 50 T� 28 L H`�,; Si-ITE12ul �Q 0340) '--490-0)21 A —Vj -3(j/ r 8 H E- E— -i T -1 ---: T S K E E T N U A B ERR 011 �9�y A���� .^- -- --`` - \ -~'- ---- --- --- --- -- �� NA // -' -------------- -511 STM A40 1. INLETS HAVE BEEN SIZED BASED ONTHE DRAINAGE AREAS SHO'VAINA8 MAXIMUM CONDITION. THEDRAINAGE AREAS UVTHE FINAL CONDITIONS ARE ANTICIPATED TOBESMALLER THANWHAT|G0H0WN. 2.EXISTING TOPOGRAPHY SHOWN CONSISTS 0FTOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSHGALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED |NTHE VIRGINIA GTORMV&4TERMANAGEMENT PLAN (2O170O037) H \1 5W1 52000\E)RAWI NGS\PLAN SETWECTION,\ROAD IMPROVEMENT PLAN -POLO �NDS\V1 5200ODD3.DVqG PRINTED BY DREARDON 10.30.18@12:21PM LASTSAVEDBY SSHEFFIELD -50 215 11Z15 0 50 1�ao 11 10V111 F\,Ty rc RTY v DID CONUMEJITS R,--vislo�As PER om 011 �9�y A���� .^- -- --`` - \ -~'- ---- --- --- --- -- �� NA // -' -------------- -511 STM A40 1. INLETS HAVE BEEN SIZED BASED ONTHE DRAINAGE AREAS SHO'VAINA8 MAXIMUM CONDITION. THEDRAINAGE AREAS UVTHE FINAL CONDITIONS ARE ANTICIPATED TOBESMALLER THANWHAT|G0H0WN. 2.EXISTING TOPOGRAPHY SHOWN CONSISTS 0FTOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSHGALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED |NTHE VIRGINIA GTORMV&4TERMANAGEMENT PLAN (2O170O037) H \1 5W1 52000\E)RAWI NGS\PLAN SETWECTION,\ROAD IMPROVEMENT PLAN -POLO �NDS\V1 5200ODD3.DVqG PRINTED BY DREARDON 10.30.18@12:21PM LASTSAVEDBY SSHEFFIELD -50 215 11Z15 0 50 1�ao 11 10V111 F\,Ty RTY v DID CONUMEJITS R,--vislo�As PER 011 �9�y A���� .^- -- --`` - \ -~'- ---- --- --- --- -- �� NA // -' -------------- -511 STM A40 1. INLETS HAVE BEEN SIZED BASED ONTHE DRAINAGE AREAS SHO'VAINA8 MAXIMUM CONDITION. THEDRAINAGE AREAS UVTHE FINAL CONDITIONS ARE ANTICIPATED TOBESMALLER THANWHAT|G0H0WN. 2.EXISTING TOPOGRAPHY SHOWN CONSISTS 0FTOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYS, AND ROUDABUSHGALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED |NTHE VIRGINIA GTORMV&4TERMANAGEMENT PLAN (2O170O037) H \1 5W1 52000\E)RAWI NGS\PLAN SETWECTION,\ROAD IMPROVEMENT PLAN -POLO �NDS\V1 5200ODD3.DVqG PRINTED BY DREARDON 10.30.18@12:21PM LASTSAVEDBY SSHEFFIELD -50 215 11Z15 0 50 1�ao .. —o u �O-s1 f f f 0 P KIM= 1. INLETS HAVE BEEN SIZED BASED ON THE DRAINAGE AREAS SHOWN AS MAXIMUM CONDITION. THE DRAINAGE AREAS IN THE FINAL CONDITIONS ARE ANTICIPATED TO BE SMALLER THAN WHAT IS SHOWN. 2. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGPAPHY PROVIDED BY LINCOLN SURVEYING, BELL LA 1D SU'RVEYS Ail@ ROUDABUSH GA! ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADIN; PROPOSED IN THE VIRGINIA STORWIWATER MA,NAGEiIMENT PLAN (2017000371 ) H:\15\V152000sDRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDSW152000DD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:21 PM LAST SAVED BY: SSHEFFIELD 50 25 12.5 0 50 � t -A 1111 !2-3 n 1 ' a 3 A'r X 7 �S 5 -J' f\..� 1 ..� J" L, 1 / . T s .._ _ _. __..G;. f 235 �f \ti—Y - T — 'Ps�nAINVENTS Wil,! — _l _o NO ` REEV ^ i)NIPER L3 lycOlARVIENTS zn � a'yE-ViS3 Oi\�''L �"Cii ds �`�n PER _ s 3 , v i a � a � �- U n y J G -• rr u rJ F, \( _ f n Q y� 0 r ?r IJ G - - d _ rr 7 `l J�n,.J.S .0 7 o _ 41 .. —o u �O-s1 f f f 0 P KIM= 1. INLETS HAVE BEEN SIZED BASED ON THE DRAINAGE AREAS SHOWN AS MAXIMUM CONDITION. THE DRAINAGE AREAS IN THE FINAL CONDITIONS ARE ANTICIPATED TO BE SMALLER THAN WHAT IS SHOWN. 2. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGPAPHY PROVIDED BY LINCOLN SURVEYING, BELL LA 1D SU'RVEYS Ail@ ROUDABUSH GA! ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADIN; PROPOSED IN THE VIRGINIA STORWIWATER MA,NAGEiIMENT PLAN (2017000371 ) H:\15\V152000sDRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDSW152000DD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:21 PM LAST SAVED BY: SSHEFFIELD 50 25 12.5 0 50 � t -A 1111 !2-3 n 1 ' a 3 A'r X 7 �S 5 -J' f\..� 1 ..� J" L, 1 / . T s .._ _ _. __..G;. f 235 �f \ti—Y - 'Ps�nAINVENTS Wil,! — R ! NO ` REEV ^ i)NIPER L3 lycOlARVIENTS � a'yE-ViS3 Oi\�''L �"Cii ds PER _ i a .. —o u �O-s1 f f f 0 P KIM= 1. INLETS HAVE BEEN SIZED BASED ON THE DRAINAGE AREAS SHOWN AS MAXIMUM CONDITION. THE DRAINAGE AREAS IN THE FINAL CONDITIONS ARE ANTICIPATED TO BE SMALLER THAN WHAT IS SHOWN. 2. EXISTING TOPOGRAPHY SHOWN CONSISTS OF TOPOGPAPHY PROVIDED BY LINCOLN SURVEYING, BELL LA 1D SU'RVEYS Ail@ ROUDABUSH GA! ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADIN; PROPOSED IN THE VIRGINIA STORWIWATER MA,NAGEiIMENT PLAN (2017000371 ) H:\15\V152000sDRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDSW152000DD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:21 PM LAST SAVED BY: SSHEFFIELD 50 25 12.5 0 50 � t -A 1111 !2-3 n 1 ' a 3 A'r X 7 �S 5 -J' f\..� 1 ..� J" L, 1 / . T s .._ _ _. __..G;. f 235 �f f __ =�,��-�,' \ti—Y - f __ =�,��-�,' HAI 5\V152000\DRAVVINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000DD3.DVJG PRINTED BY: DREARDON 10.30.18 @ 12:21 PM LAST SAVED BY: SSHEFFIELD ApdI 2()15 '611- 16 'rypical Traffic Control 5-houlder Operation n4tit 11inor _Fucroachinent F, J' ioure'r, C -5,I) Standard igeri Guidance 1 Si n spacinA, should be 130W-1500' LlMutod .4ce(My highivqys� For all other roadTI, �S, tile "'ign jbi 'v,creInv- should be 50(Y-900' �e 1he postedspeed limit �y greater than 45 nq�b� and 35'0 5fV ivhere 'he 2f,),�jecj �vpee,-j ji!�iit is 45 inph or less� a Ame oil a hig wlar Trqj lwhsnu,.�I% I, ulft, ehicle , J Tflwn tvork ffIA-'s up pal road'N�qy: vdlif �i7med and capaciti, "'frould, lie analyfed to delcrmhte the, qf �61,, hine Ividth qf I 0ftw, The lone shovid bg,� closed. the lerne eacroachinent ana�,,, vsis perinils a remah IS n a Linlihed A vck�YIF the tninfawyll hate is I I It! et, the opervii�)n o P__ i �on drivers 4 jrj�� thilt qlV'Aj1Ie11C Lloter another advance wamine S i_"n 11rior to III is ac 6N 1(V area, Standard, 5. A shadow vehicle with either an arrow board operating in the caution anode, or at least cone high - A Intensity arnber rotating, flashing, Or oscillating light shall be parked 80' - 1-201 in advance of the first work ci s high-intensity arnber 6� Vehicle hazard warning signabs shall not be ased histead of the vehicle ashing, oicill- -d warningsiguals can be used it) supplement rotating, fl. a. lights. 'Vehicle hazai ting high-bitensity arnber rotating, flastling,b ', os in lights, cillat 9 ' 7� Taper length (1,) arld chatilitfizing device spacing shall be tit the following, Taper Length (L) Channelizing Device Spacing Speed Limit Lane Width (Feet) Speed Limit (mph) Location (mph) 9 11 12 0-35 36 + 25 96 105 115r 125 qing 2Y 40' Transition Spa 150 165 180 30 135 Travelway Spacing 4U 80, w 120' 35 18-3 225 24 _15 Construction Arcces.8 40 240 270 295 320 Spacing may be increased to this distance, 45, 405 450 495 540 but shall not exceed one access Eer Y, miIe, Oil roadways with paved shoulders having a __7_00 _51,50 — 50 4 5 0 600 width of 6 feet or more, channelizing devices 55 495 550 005 $60, be used to close the shoulder in shall — 60 540 600 6^60 720 advance of the merging taper to direct 6, 65 585 )(J vehicular traffic to remain within the traveled 780 way. E111] 547 8, The buffer space iength shall be as shown. in Table 61-1-3 on Page 611-5 for the posted speed firnit. 9 A truck-nioUarted attenuator (],AIA) shall he used an Limited Access highways and moulti-lanc, roadways vy-ith posted speed limit equal to or greater than 45 ruph,, 10. NN'hen a side road intersects the highway with -in the ternporary traffic control zone, additional traflic ciontrol devices -shall be placedas needed. Apri 11-0 15 t 7 Shoulder Operation with Minor Encroachinclit (Figure TTC�S� 1) 80' - 120' SEENOTE7 ANNELIZING DEWCES SPACING SEE NOTE 7 Palm W2D-1 Pagc 6,H-46 April 2015 TvP.ical'rraLfr1C C011trOl (Figure TTC higinvav3. h'or call othcr is he V� n S�gn here ihe postedslyeed hinst is gi-euuer than 45 mph, and 350'-500' where )Percing _vhoidel be 500�400' the powedspeedlhnif is 45 inph or less, there il two 1 51ft,&'IDE R (__'L0S1,,D (Tf`21-5c�) si,�y,,ns should he used on Linilted�Aen. tvhem -vers canno -1 sht- wlation rega?-ding "he lef-1-1417 ofthe r -i -oft area bei ond the closet wldel hilfin 3- & i See d Pull huidd be pr(�,wi�kd infiw w, inifes, as appropriale, 4, .4n twiergefscil tv-&a should be� provided per Section 6(3� 18 ond Temporarl, Traffic Cowmd M',,,plre TTC-8. Standard., -n assetriblies sh It be 5� On dhided hilflimms having a median wider than 8% right and left sig a required. 6. Group 2 chanuelizing device spacing sball be at tbt following: Posted Speed Limit (aiph) Location 0-35 36+ Tr, 'Ing V 01 qN,0166 spat TraveNgay S acing 4Q' 80, 7. Lenoth of pavowent marking transition (L) is equal to Posted Speed (S) linoes tite Width of Transition (W) (Example: 55 raph x 12'=660'), 1000' minitnum For Limited Access highways. 'Barrier transition shall be as follows: -izontal alignment, the total offset sball be prorated When the barrier transition Rar is on a hot around tire curve in lien of a straight-line flare, 9. End treatment of a barrier in order of prefuence� a� Where -uard rail exists, attacil to barrier with appropriatefixed objectattachnient. b. �,Nlherc cut slope exists, bury barrier into cut slope and provide foi- drainage as oveded. c. Extend cod, o(barrier uturil 1( is beyond the established clear zone Oev Fig , are 2 Oil Page A- 4 of Appendix A for clear zone vaftics)� & NN'tion barrier end is inside the established clear zone, attiatuator service c I o r 'Tv e i i �p all be u. r to L&D special ilesign draiving sh, wd� Refe -'s. 10, Harrier pancls 8 inches in width and 12 incbvs in height shut] be placed Oil top: af the concrete barrier a -ad spaced 80' on centers along the parallet or tange,"nt sections and 40' oil centers along the transition or taper sections, Reflectorized surface shall be fituaresceirt orange prismatic tens Shertiliv. T'he light at tilt beginning'of (lie barrier run and at the, breakpiunt where the barrier -oad gh be becomes parallel W the I way shall be a 'I'ype �B flashing tit', t. Barrier dclineators s,ha installed along the traffic side of the concrete harrier in-between. and at the satire Spacing as the barrier panels appro-iftuately 24 inches up froin the roadway surfate. Guidance: fl� Eradication of'erbelhiv naveinent marldngs ,dtould be a,� shoivn in Figure TTC-55� 121 The barner sh scd to Close a shoulder on a long:wrin )rojeel� ____L_ __ h Revilhion 1 �-41W(115 ApTil 20 15 "A eo, Z1, SEE NOTE8 SEE NOTE11 1, ReNision 1 4),1120 15 Page 6H-47 A q0"4*WT1 *00 �j j�' (Figure TTC-20.1) 0 G20-2 (V) -M 500"! BARRIER PANELS SEE NOTE 10 BARRIER DELINEATOR SEE NOTF I 0 TYPE B WARNING LIGHT SEE NOTE 10 BARRIER PANELS SEE NOTE 110 BARRIER DELINEATOR SEE No,rE. 10 GROUP 2 CHANNELIZING DEVICES SEE NOTE 6 ERADICATE 200-- OF EXISTING PAVEMENT MARKING GUARDRAIL or -c 4oTr- q, TED FLASHING ILLUNVNA AMBER A RROW TYPE C SEE NOTE 3 SHOULL)LR TAPER NNW W9 -2L W20-1 6H-52 April -'10t5 'I'vpical Truffic Control Laire Clostire on a 7'jvo-.Lan.e �Raadn,ajp [Aing Flaggers (Figure TTC-23.1) k dir 350�500'a�he�re u -"Postedspeed flndtk� 4,5 loph or less, erind 500,400 1, Sik I spacing distanceshoid, whe're irbe vosle'dspeed litnit is I�Teater than 45 Fnph_ -e ma. i po, i C"are should he f,�Yercisee Ii�hen e-s(ablivhing die h. , o the ivork --une to insw V Inum VS ble Ott dis h? ae �d Oil the postedspeed lindr, and al sig Ianct dvance ofthe (171d o'(111silion, bast �east vqmd to oveater �rhotn the values in Table 611-3� (Amenall tw should have a clear linc, q/'A­h1 fi-om to the - er, jlag� Lm _6L) I-). 3, WherQ Right -of -Way or gLeornetric condffions L)rcycai Ilia use of 48" x 48" sims� 36" x 36" Lmyn �ma­ bL ased. Standard; -tons shall be located far enough in advance of the work space. to permit approaching, 4. Flag, ino, stat raft' assing the work space and altovy sufficient dista"ev, for t ic to reduce speed and/or stop before p, departing traffic in the left lane to return it) tire right hone before reaching topposing traffic (see fn b b 'rable 6H-3 on Page 614-5), 5. All flaggers shall be %,late certified and have their certification card in their pwNsiession whell a as foi- Flag e performing flagging duties (see Section 6E.01, Qualific tio '19 rs), , i �4, 6, (.'(me spaci ng shall be �baw* 1161 -ith at least one bigh intensity aro4r rotafing, 0,9011afiRg lialit 7. A shadow vehicle v�, shalf be parked 80'-120' in advance or the first work crew. 18, SU 121enlent-111 rcQuirerd In thjs area to v'ive advancc- %vq.Tn1n­ .12, slowirm avoroachme (raffic ,)rior to reaching, tile Ijag4g,4�r statiofli chddancc: 9, 11 -the qw,�ue .,�ftrqlfic reach, -,s the BEPREP.41?ED 77() STOP sign then the s'ould be reattfitsted w �grcflter distanc Plo��',�?�'!�",(�,"--"T���]Lf�(�ra!j-": 10, 4`hen a ld hivat-rad crfwN�sifw 1141hin or upsirea/V ofthe (ransWon area awt.jil Is queues resulfing fi-Cqu the lane closare an"ght 'extend throl the higlnvav-rad grade. CvYlssing, the. (eniporall! tral fle controlzom." shufdd be e��ctended so that the transiiion area precedes the, hi�dnvq -rail crossIn"g, F TTC-156 fiw aeldfliOnal on h�gkivay-r,_�Iil Standard: M At night, flagger s qtious shall be i1junvinated, except in emergencies (see Section 6E.08). D41 t 0 1 Y 12, Cones inav be e fee� or k�.ss. 13 For.rknv­Y(Aume ,iiwations ivith, short work 7oncs on strai-�ht roadways Where [lie fl�agger is VISible to road users approachliw froin both direcdaLs._a single -flag Y,,r. )ositioned ko be visibte io road users ,anjlroachiil'�,� f7rom baih dirccfiowq� noav bc ulLe-d 3—er _61-1 1 Revision 1 4)1/2015 0 1 i pagze 61-1-53 ane Closure on a Two-latie Roadwav Using Flaggers (Figure ITC -23. 11) N01XVIS �AaODTM - - - - - - - . . . . . 1:,Rvyisian I - 411/201 S G20-2 (V) 500+ SEE NOTE 4 80'- 120' SHADOW VEHICLE REQUIRED SEE NOTF� 4 FLAGGER STATION SEE NOTE 2 SEE NOTE1 W20-7 NOTEI W3-4 SEE SEE NOTE 9 ,NOTE I S E E Nom 1 W20-4 SFE NOTE I Pa, --e io!1-64 �Wl 5 Tv icalTraffic Control P 1urn Litn.e Closure Ojn!rudurr (Figurt,,, T ITU -29.1) (a LE S M., ­e the P,,-,-,,tefJ vmed 5'. "?v fiwpf"so,-�d thuh, "S -Perays, than 4�5 "Filph, Standard: 2 On divided highways having a rueth-an wider than 9', right aild left sign asselubfies shall 3, 'For prevent accidental, intrusion into ttw worlk area, chaoiroe_47riig device spaciug shill nol e�xceed, .70, oil ctriters, o��cJ `thc,�- �ti'uh, oz vullurn'�� "rno"e'WAe"�t � S � 1. Su t! na, F_ 1C'_Mx­0A 11t LFI -T TUIRN fR3- fing devicag a IQ b _,_� 1 1; 1 SLandard: 6. Taper Length (L) stivill be�- 9 a Lane Width IF- naipd L_im� ph z z -, -�, �z W NIATCH EXISTING 4" �c T� LfNU BEGINNING OP 22;-24 3`0 ANGLE BREAK z W AT ,OF BARRIER z 5-ao '3oo 8" LINE F,50 605 6bol LL �60 C SEE NOTE8 SEE NOTE11 1, ReNision 1 4),1120 15 Page 6H-47 A q0"4*WT1 *00 �j j�' (Figure TTC-20.1) 0 G20-2 (V) -M 500"! BARRIER PANELS SEE NOTE 10 BARRIER DELINEATOR SEE NOTF I 0 TYPE B WARNING LIGHT SEE NOTE 10 BARRIER PANELS SEE NOTE 110 BARRIER DELINEATOR SEE No,rE. 10 GROUP 2 CHANNELIZING DEVICES SEE NOTE 6 ERADICATE 200-- OF EXISTING PAVEMENT MARKING GUARDRAIL or -c 4oTr- q, TED FLASHING ILLUNVNA AMBER A RROW TYPE C SEE NOTE 3 SHOULL)LR TAPER NNW W9 -2L W20-1 6H-52 April -'10t5 'I'vpical Truffic Control Laire Clostire on a 7'jvo-.Lan.e �Raadn,ajp [Aing Flaggers (Figure TTC-23.1) k dir 350�500'a�he�re u -"Postedspeed flndtk� 4,5 loph or less, erind 500,400 1, Sik I spacing distanceshoid, whe're irbe vosle'dspeed litnit is I�Teater than 45 Fnph_ -e ma. i po, i C"are should he f,�Yercisee Ii�hen e-s(ablivhing die h. , o the ivork --une to insw V Inum VS ble Ott dis h? ae �d Oil the postedspeed lindr, and al sig Ianct dvance ofthe (171d o'(111silion, bast �east vqmd to oveater �rhotn the values in Table 611-3� (Amenall tw should have a clear linc, q/'A­h1 fi-om to the - er, jlag� Lm _6L) I-). 3, WherQ Right -of -Way or gLeornetric condffions L)rcycai Ilia use of 48" x 48" sims� 36" x 36" Lmyn �ma­ bL ased. Standard; -tons shall be located far enough in advance of the work space. to permit approaching, 4. Flag, ino, stat raft' assing the work space and altovy sufficient dista"ev, for t ic to reduce speed and/or stop before p, departing traffic in the left lane to return it) tire right hone before reaching topposing traffic (see fn b b 'rable 6H-3 on Page 614-5), 5. All flaggers shall be %,late certified and have their certification card in their pwNsiession whell a as foi- Flag e performing flagging duties (see Section 6E.01, Qualific tio '19 rs), , i �4, 6, (.'(me spaci ng shall be �baw* 1161 -ith at least one bigh intensity aro4r rotafing, 0,9011afiRg lialit 7. A shadow vehicle v�, shalf be parked 80'-120' in advance or the first work crew. 18, SU 121enlent-111 rcQuirerd In thjs area to v'ive advancc- %vq.Tn1n­ .12, slowirm avoroachme (raffic ,)rior to reaching, tile Ijag4g,4�r statiofli chddancc: 9, 11 -the qw,�ue .,�ftrqlfic reach, -,s the BEPREP.41?ED 77() STOP sign then the s'ould be reattfitsted w �grcflter distanc Plo��',�?�'!�",(�,"--"T���]Lf�(�ra!j-": 10, 4`hen a ld hivat-rad crfwN�sifw 1141hin or upsirea/V ofthe (ransWon area awt.jil Is queues resulfing fi-Cqu the lane closare an"ght 'extend throl the higlnvav-rad grade. CvYlssing, the. (eniporall! tral fle controlzom." shufdd be e��ctended so that the transiiion area precedes the, hi�dnvq -rail crossIn"g, F TTC-156 fiw aeldfliOnal on h�gkivay-r,_�Iil Standard: M At night, flagger s qtious shall be i1junvinated, except in emergencies (see Section 6E.08). D41 t 0 1 Y 12, Cones inav be e fee� or k�.ss. 13 For.rknv­Y(Aume ,iiwations ivith, short work 7oncs on strai-�ht roadways Where [lie fl�agger is VISible to road users approachliw froin both direcdaLs._a single -flag Y,,r. )ositioned ko be visibte io road users ,anjlroachiil'�,� f7rom baih dirccfiowq� noav bc ulLe-d 3—er _61-1 1 Revision 1 4)1/2015 0 1 i pagze 61-1-53 ane Closure on a Two-latie Roadwav Using Flaggers (Figure ITC -23. 11) N01XVIS �AaODTM - - - - - - - . . . . . 1:,Rvyisian I - 411/201 S G20-2 (V) 500+ SEE NOTE 4 80'- 120' SHADOW VEHICLE REQUIRED SEE NOTF� 4 FLAGGER STATION SEE NOTE 2 SEE NOTE1 W20-7 NOTEI W3-4 SEE SEE NOTE 9 ,NOTE I S E E Nom 1 W20-4 SFE NOTE I Pa, --e io!1-64 �Wl 5 Tv icalTraffic Control P 1urn Litn.e Closure Ojn!rudurr (Figurt,,, T ITU -29.1) (a LE S M., ­e the P,,-,-,,tefJ vmed 5'. "?v fiwpf"so,-�d thuh, "S -Perays, than 4�5 "Filph, Standard: 2 On divided highways having a rueth-an wider than 9', right aild left sign asselubfies shall 3, 'For prevent accidental, intrusion into ttw worlk area, chaoiroe_47riig device spaciug shill nol e�xceed, .70, oil ctriters, o��cJ `thc,�- �ti'uh, oz vullurn'�� "rno"e'WAe"�t � S � 1. Su t! na, F_ 1C'_Mx­0A 11t LFI -T TUIRN fR3- fing devicag a IQ b _,_� 1 1; 1 SLandard: 6. Taper Length (L) stivill be�- 9 a Lane Width IF- naipd L_im� ph '12 -, -�, �z -,I FIT 55 1501 1 11 -1 1 165 40, 240 1 2' A 70 22;-24 3`0 45 405 '150 4�5 9 50 5-ao '3oo 55 5 F,50 605 6bol 60. �540 �60 C 6 6 0 72 0 I WICK z Vs WfiflIMUTI-1 7� Rnfler Space L.ength shall Oe. th� 0T1311i 9, Turns cau bc pnonibftcd zis requircd by vchicular traffic copdhions, U111"I's's [tic, Streets are vide, it :1-d'oh, be plhy',iiva 1 hv Impossible to make certain Luros, C-speciali-V for largc vuhictes, I Rc�visiun 1 4111/21) 115 nd i 2015 g :310N '13S Turn J,ane Closure Operation UA I 500'- 1 LL SHADOW R Psg�mj V, F f.'Ia-e 6H�65 (OFTIONAI F NO E 31L E Q T E 1. CONTRACTOR TO UTILIZE MAINTENANCE MEASURES SHOWN ABOVE TO ENSURE CONSTANT FLOW OF TRAFFIC IS MAINTAINED ALONG POLO GROUNDS ROAD, RIO mILLS ROAD, AND ROUTE 29 AT ALL TIMES. 2. CONTRACTOR TO UTILIZE OFF PEAK OR NIGHT HOURS TO MINIMIEE TRAFFIC DELAYS DURING CONISTRUCTION ALC.NG POLO GROUNDS ROAD, �,j REV DATE IN'IMiENT E"( I I (X26,_'; 7 P -R, 1 -0 N17( COPJNIENT t_ !J 1 - PER < '3171�46- �_`�T y TS < 0,- U j vg�Z� 0i"423 P"E-R 'y YDOT 0,��jIHMNE:14T�� < 5 ER RE i&Of- I P C P Ty < Ei 9/28 1 P, J) 1 1 -_1 7 fj Q/ I RTY A �w R 2� 1�q LTJ I < < - f- 1 -1 - z < F, , L� gsmu­ "' r < Ld > > 0 o Lu _jj "M 2 3: T z- 0 C-) < 0 0 U� "1) 0 �0 � r) y -7 0 LLJ 7--- = >_ ::-- < i.j Ly < wo >- >- F� V < �� 7 1,2, 0 Lj - , = In Z 7 CIL -Ya - i �,j KP,,Jl'__1`,i'V V'V'HA1`S, `,_-.3tt JVV �7f IJ fs.St, 1�� 3 fra�. les 61,5 la-vi- APPRO"..PLEED FCDAR T 0 ikl �-,J U F, R 01i 7E C f, V 1 -5 2 03 00 c�;,,,_rX� D Sl- RTY A 01ATE- E� S �PROJE,,�� T T; 7 7, 7 T MR y �J 'k T A R 0 b 3 - PO I 7 77— R(DAD) T-,,T7- I D T 7v 4' ka I C`H, Pk R LIC), 71 E 8 V LE-E-INIfi\RLE (`_-OUNTY., VA T11 7- J G 7 N 7�� :R a N G i , P., % Ay ­ I - , -Q, V` i R'GN A ? I b�l - 06 Phona: (EAM 349450�) 3-19 Fa (540) -032111 4 n- A10 2 .-A b g �-T E a 1,­� ft Uk I ili4l T H E E P BE - J % REV DATE IN'IMiENT E"( I I (X26,_'; 7 P -R, -0 N17( COPJNIENT t_ !J 1 - PER 2 '3171�46- �_`�T y TS U j vg�Z� 0i"423 P"E-R 'y YDOT 0,��jIHMNE:14T�� 5 ER RE i&Of- I P C P Ty a 9/28 1 P, 1 1 -_1 7 fj Q/ I RTY A KP,,Jl'__1`,i'V V'V'HA1`S, `,_-.3tt JVV �7f IJ fs.St, 1�� 3 fra�. les 61,5 la-vi- APPRO"..PLEED FCDAR T 0 ikl �-,J U F, R 01i 7E C f, V 1 -5 2 03 00 c�;,,,_rX� D Sl- RTY A 01ATE- E� S �PROJE,,�� T T; 7 7, 7 T MR y �J 'k T A R 0 b 3 - PO I 7 77— R(DAD) T-,,T7- I D T 7v 4' ka I C`H, Pk R LIC), 71 E 8 V LE-E-INIfi\RLE (`_-OUNTY., VA T11 7- J G 7 N 7�� :R a N G i , P., % Ay ­ I - , -Q, V` i R'GN A ? I b�l - 06 Phona: (EAM 349450�) 3-19 Fa (540) -032111 4 n- A10 2 .-A b g �-T E a 1,­� ft Uk I ili4l T H E E P BE - J % 0'I(f------- - _ 0 10+F0(IO / � I SHEET C-701 LANDSCAPE SCHEDULE KEY QTYW, BOTANICAL NAME COMMON NAME SIZE REMARKS SHADE TREES QA 26 QUERCUS ALBA WHITE OAK 21/2-3" CAL. 10-12' HT B+B QS 8 QUERCUS SHUMARDII SHUMARD OAK 21/2-" CAL. 10.12' HT B+B UAP 4 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM 2112.3" CAL. 10.12' HT B+B SUBTOTAL: 38 r II y I ORNAMENTAL TREES CCFP 25 CERCIS CANADENSIS'FOREST PANSY FOREST PANSY REDBUD 2-21/2" CAL. 8.10' HT B+B SUBTOTAL: 25 R TY EVERGREEN TREES JV 25 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8.10' HT B+B PS 26 PINUS STROBUS EASTERN WHITE PINE 6.7' HT B+B SUBTOTAL: 51 DECIDUOUS SHRUBS VD 32 VIBURNUM DENTATUM ARROWWOODVIBURNUM 3.4' B+B VR 20 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 34HT B+B RK 21 ROSA "KNOCKOUT' KNOCKOUT ROSE 24.30" HT B+B SUBTOTAL: 73 EVERGREEN SHRUBS IGC 12 ILEX GLABRA'COMPACTA' DWARF INKBERRY HOLLY 24.30" HT #5 CAN MCE 20 MYRICACERIFERA WAX MYRTLE 24.30" B+B PXOL 20 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 24.30" #3 CAN SUBTOTAL: 52 ruJ NOTE: ONLY PLANTINGS WITHIN MATCHLINES ARE COUNTED IN THIS TABLE. NOTE 1. REQUIRED PLANTINGS WITHIN THE 100' ROUTE 29 BUFFER WILL BE SHOWN ON THE FINAL SITE PLANS FOR BLOCKS 4A, 4B, AND 8A. 2, ALL REQUIRED PLANTINGS WITHIN THE RIGHT OF WAY FOR THE PORTIONS OF ARCHER AVE AND STELLA LN. PROPOSED WITH SUB201700117 WILL BE BONDED AND INSTALLED AS DEPICTED ON THIS PLAN. 3. THE 30' PERIMETER BUFFER ALONG POLO GROUNDS ROAD BETWEEN ROUTE 29 AND THE ENTRANCE FOR STELLA LANE WILL BE BONDED AND INSTALLED AS DEPICTED ON THIS PLAN. 4. THE 30' PERIMETER BUFFER ALONG POLO GROUNDS ROAD EAST OF THE INTERSECTION OF STELLA LANE WILL BE SHOWN ON THE FUTURE FINAL SITE PLANS AND PLATS FOR THE BLOCKS THAT BORDER POLO GROUNDS ROAD. 5. EXISTING TOPOGRAPHY SHOWN WITHIN THIS PLAN CONSISTS OF TOPOGRAPHY PROVIDED BY LINCOLN SURVEYING, BELL LAND SURVEYORS, AND ROUDABUSH GALE. ADDITIONALLY THE EXISTING TOPOGRAPHY REFLECTS THE GRADING PROPOSED IN THE VIRGINIA STORMWATER MANAGEMENT PLAN (201700037). A LINE SEPARATING THE THE ORIGINAL TOPOGRAPHY AND THE TOPOGRAPHY CHANGED WITH PREVIOUSLY APPROVED PLANS HAS BEEN ADDED FOR CLARITY. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Ha15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000LP3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:23 PM LAST SAVED BY: CHEDGES SPACING PROP. DESIGN SPEED 35 MPH POLOGROUNDSROAD SCALE: V= 30' NICE .A I � 1 3- I .'_ _. f ' S-1 d 'd _`�I t`SI 3;-, .I PER- m ; !� 3 3 I i I -s -VIS10i -S PER P d— t r/ — - f/ 0.!i 1d ( CUriM £T c 1 , S p Iii S � r II y I I ''J '�: {'.£-int 9F"1 ?_; :J g :1 flet % `,.0 i R e -a -y �7 I q- R TY 1 t�. g k � I 8 I a= - .rQrl oz ft ' O ruJ O LLI < 0 3 / — ^Fu T T / - G, - S 3, J - /' r .A L'le7 ;ZS C A ' L Aj 11 T a? r 'i !"^ 30' _ V"(-5200 D.5RA"'oilN S'r: Erle, +.. , -D. SCALL em t c r T -7^ I _ a _ R� --_4 , ' 13E, SUITE 201 20186 r� F i La - 3 ; 7 - -,.1— { I I :ice; t'�� i 11 23-?�_ uJ p -• 7 _3 = POLO 'l. ROU y DS JCL11: AD SCALE: V= 30' I 15 7.5 1 � I � 1 3- I .'_ _. f ' S-1 d 'd _`�I t`SI 3;-, .I PER- m ; !� 3 3 I i I -s -VIS10i -S PER P 8i2 i 3 8R 6 TY 0.!i 1d ( CUriM £T 1 , S p Iii 8f3;�r # r II y I I ''J '�: {'.£-int 9F"1 ?_; :J g :1 flet % `,.0 i R e -a -y �7 R TY 1 k � I 8 I L'le7 ;ZS C A ' L Aj 11 T a? r 'i !"^ 30' _ V"(-5200 D.5RA"'oilN S'r: Erle, +.. , -D. SCALL em t c r T -7^ I _ a _ R� --_4 , ' 13E, SUITE 201 20186 r� F i La - 3 ; 7 - -,.1— { I I :ice; t'�� i 11 23-?�_ uJ p -• 7 _3 = POLO 'l. ROU y DS JCL11: AD SCALE: V= 30' I 15 7.5 1 � 071PT'TT A T ATxTT,' 30 15 7.5 0 30 i I,= 30' H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1XROAD IMPROVEMENT PLAN - POLOGROUNDSkVl52000LP3.DVVG PRINTED BY: DREARDON 10.30.18@12:23PM LAST SAVED BY: CHEDGES 4f KEY QTY. BOTANICAL NAME If t PECIARKS SPACING If -22 UAP sl ,A ULNIUS c A�A PRINCETON AMERICAN ELM 2112-7 CALAU-12'HT BIB 45 F 0,C SUBTOTAL: PROP. CLASS A RIP RAP7N 1 FS 2(TA-C3A--, 2 kSEEk,1EN'T PROP. VD 147 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 34, BIB SUBTOTAL: 147 074 _D , M RTY �,128/18 FOR APPROVAL I < tOM/6 FiqO)050 w "Y/M/ "Now 96 MYRICA CERI FEERA AM MYRTLE 24-307 B+B 3 r"I OL SUBTOTAL: 96 NOTE: ONLY PLANTINGS WITHIN MATCHLINES ARE COUNTED IN THIS TABLE. En= < IE 071PT'TT A T ATxTT,' 30 15 7.5 0 30 i I,= 30' H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1XROAD IMPROVEMENT PLAN - POLOGROUNDSkVl52000LP3.DVVG PRINTED BY: DREARDON 10.30.18@12:23PM LAST SAVED BY: CHEDGES 4f KEY QTY. BOTANICAL NAME If t PECIARKS SPACING If -22 UAP sl ,A ULNIUS c A�A PRINCETON AMERICAN ELM 2112-7 CALAU-12'HT BIB 45 F 0,C SUBTOTAL: PROP. CLASS A RIP RAP7N 1 FS 2(TA-C3A--, 2 kSEEk,1EN'T PROP. �-PROP.. EW -1 SHEET C-702 LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME SIZE PECIARKS SPACING SHADE TREE(S) -22 UAP 2 ,A ULNIUS c A�A PRINCETON AMERICAN ELM 2112-7 CALAU-12'HT BIB 45 F 0,C SUBTOTAL: 28 DECIDUOUS SHRUBS VD 147 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 34, BIB SUBTOTAL: 147 074 _D , M RTY �,128/18 FOR APPROVAL I < EVERGREEN SHRUBS MCE 96 MYRICA CERI FEERA AM MYRTLE 24-307 B+B 3 r"I OL SUBTOTAL: 96 NOTE: ONLY PLANTINGS WITHIN MATCHLINES ARE COUNTED IN THIS TABLE. En= NOT -El & 1. REQUIRED PLANTINGS WITHIN THE 100° ROUTE 29 BUFFER WILL BE SHOWN ON THE FINAL SITE PLANS FOR BLOCKS 4A, 4B, AND 8A, 2. ALL REQUIRED PLANTINGS WITHIN THE RIGHT OF WAY FOR THE PORTIONS OF ARCHER AVE AND STELLA LN. PROPOSED WITH SUB201700117 WILL BE BONDED AND INSTALLED AS DEPICTED ON THIS PLAN. 3. THE 30' PERIMETER BUFFER ALONG POLO GROUNDS ROAD BETWEEN ROUTE 29 AND THE ENTRANCE FOR STELLA LANE WILL BE BONDED AND INSTALLED AS DEPICTED ON THIS PLAN. 4, THE 30' PERIMETER BUFFER ALONG POLO GROUNDS ROAD EAST OF THE INTERSECTION OF STELLA LANE WILL BE SHOWN ON THE FUTURE FINAL SITE PLANS AND PLATS FOR THE BLOCKS THAT BORDER POLO GROUNDS ROAD. 5. EXISTING TOPOGRAPHY SHOWN WITHIN THIS PLAN CONSISTS OF TOPOGRAPHY PROVIDED 8-Y LI-INCOLN SURVEYING, BELL LPA NDSURVEYORS, "NDROUDABUSH GALE, ADDITIONALLY THE EXISTING TOPOGRAPHTREFLECTS THE GRADING PROPOS--D IN THE VIRGINIA STOR",MIWATER MANAGEMENT PLAN 1201700037). A LINE SEPARA71 ING THE THE ORIGINAL TOPOGRAPHY' AND THE TOPOGRAPHY CHANGED VAATH PREVIOUSLY APPROVED PLANS HAS BEEN ADDED FOR CLARITY, 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. REV D rvi nV0__ IIT a I I Of 6/17 R�=visiONI-S PER RTY -22 Col k" l'Y 2 3171111 1, R E V! S 5 ON S PEE R P"TY j J. - 0 0 U i 11 T ---e c On. i NdE N IS a C01-liN7Y p RTY LL PER 074 _D , M RTY �,128/18 FOR APPROVAL I < lur"u" I < o < RTY m J En= < < < q LJ -j Q hi 0 I ... U tk n Lij 0 LL] L-li 1-1i < El REV D rvi nV0__ IIT a I I Of 6/17 R�=visiONI-S PER RTY -22 Col k" l'Y 2 3171111 1, R E V! S 5 ON S PEE R P"TY 0 0 U i 11 T ---e c On. i NdE N IS C01-liN7Y p RTY V.D'D PER 5 Acc-A RTY �,128/18 FOR APPROVAL I RT y lur"u" I - S U B N;l I "S s 10 IN RTY J v 1 is 0 J E -N D," -AkAiN BY: Ec" TE: I LP3 J 711 'T , T Vil v! N p717- a —,7 .r 44 ARY,"IC-2-TER rA V7c_1,T`fJ_T? L'0CikT!J-01_P'-T G"F' STITE ROUTE 229 f—E T-RIVAIL I'D AU M — 1 ,I f�% j _�Jvi_ JDJ_5� RO D j u 1AN SHEPT Njljp.jB�, ip�jfl: 1 23 �—_5" 47- ARK 26 K L. -AN 513 _21 1AN SHEPT Njljp.jB�, ip�jfl: SHEET C-7013 LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS SPACING SHADE TREE(S) UAP 15 ULMUS AMERICANA'PRINCETON' PRINCETON AMERICAN ELM 2112.3"CAL.10.12" HT B+B 40 FT O.0 QA 14 QUERCUS ALBA WHITE OAK 2112.3'CAL. 10-12' HT B+B QS 31 QUERCUS SHUMARDII SHUMARD OAK 2112-3'CAL.10.12' HT B+B 40 FT O.0 SUBTOTAL: 60 6 +'� 9128!13 7'iCtl ,�. P 1.O�!AIRTY I DECIDUOUS SHRUBS s r— RK 56 ROSA'KNOCKOUT' KNOCKOUT ROSE 24.30" HT #5 CAN 3 FT O.0 VR 90 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 34'HT B+B 3FTO.0 SUBTOTAL: 146 EVERGREEN SHRUBS - o - IGC 191 ILEX GLABRA'COMPACTA' DWARF INKBERRY HOLLY 24-30" HT #5 CAN 3 FT O.0 JHP 52 JUNIPERUS HORIZONTALIS PLUMOSA ANDORRA JUNIPER 15-18" SPRO, #3 CAN 2 FT O.0 PXOL 165 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 2430" HT #3 CAN 3 FT O.0 MICE 76 MYRICA CERIFERA WAX MYRTLE 24'30" HT B+B 3 FT O.0 SUBTOTAL: 485 f ORNAMENTAL GRASSES PAH 144 PENNISETUM ALOPECUROIDES'HAMELN' DWARF FOUNTAIN GRASS 2 GAL. CONTAINER 2 FT O.0 SUBTOTAL: 144 NOTE: ONLY PLANTINGS WITHIN MATCHLINES ARE COUNTED IN THIS TABLE. NOTE S- 38 MCE187 LFr 4 TREES PROVIDED AT 40 LF —4 s VV UAP T, UV— V —" ;— - —W Vl 19+00 20+00 . 4 UAP 38 MCE� _' a h=" 187 LF 4 TREES PROVIDED AT 40 LF O.0 0 SCALE:1 _ 30' - ► Y 1. REQUIRED PLANTINGS WITHIN THE 100' ROUTE 29 BUFFER WILL BE SHOWN ON THE FINAL SITE PLANS FOR BLOCKS 4A, 4B, AND 8A. 2. ALL REQUIRED PLANTINGS WITHIN THE RIGHT OF WAY FOR THE PORTIONS OF ARCHER AVE ` i „i '`°' l _ ' mi Y � o m AND STELLA LN. PROPOSED WITH SUB201700117 WILL BE BONDED AND INSTALLED AS DEPICTED ON r Oma, THIS PLAN. f ; z c33 3. THE 30' PERIMETER BUFFER ALONG POLO GROUNDS ROAD BETWEEN ROUTE 29 AND THE ♦��t — �� a I ' T ENTRANCE FOR STELLA LANE WILL BE BONDED AND INSTALLED AS DEPICTED ON THIS PLAN. NI I PROP. BIKE LANE i �'I til t j O.` 1 i 8 JHP 1 d jv RK 18 PATI 7 = re .. 7 W� 3 VR 7 � 151GC i 18 PA: -f -- ✓ /J 7 RK /1 1111 H:V 5',V1520000RAWINGS\PLAN SE'S\SECTION 11ROAD IMPROVEMENT PLAN -POLO GROUNDSW152000LP3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:23 PM LAST SAVED BY: CHEDGES G a l ; =j,i I BY ,. 310 , R i i � w T�if T — i 1121 r -1,11E RTY z: v CON i ll 1- 3 1100-1 C0kA1j'jE 1TS I " T( a 91x 113 Pa 31�10'i SPER , ACSrrr��', CG'�IP 1 "1 T ,S 38 MCE187 LFr 4 TREES PROVIDED AT 40 LF —4 s VV UAP T, UV— V —" ;— - —W Vl 19+00 20+00 . 4 UAP 38 MCE� _' a h=" 187 LF 4 TREES PROVIDED AT 40 LF O.0 0 SCALE:1 _ 30' - ► Y 1. REQUIRED PLANTINGS WITHIN THE 100' ROUTE 29 BUFFER WILL BE SHOWN ON THE FINAL SITE PLANS FOR BLOCKS 4A, 4B, AND 8A. 2. ALL REQUIRED PLANTINGS WITHIN THE RIGHT OF WAY FOR THE PORTIONS OF ARCHER AVE ` i „i '`°' l _ ' mi Y � o m AND STELLA LN. PROPOSED WITH SUB201700117 WILL BE BONDED AND INSTALLED AS DEPICTED ON r Oma, THIS PLAN. f ; z c33 3. THE 30' PERIMETER BUFFER ALONG POLO GROUNDS ROAD BETWEEN ROUTE 29 AND THE ♦��t — �� a I ' T ENTRANCE FOR STELLA LANE WILL BE BONDED AND INSTALLED AS DEPICTED ON THIS PLAN. NI I PROP. BIKE LANE i �'I til t j O.` 1 i 8 JHP 1 d jv RK 18 PATI 7 = re .. 7 W� 3 VR 7 � 151GC i 18 PA: -f -- ✓ /J 7 RK /1 1111 H:V 5',V1520000RAWINGS\PLAN SE'S\SECTION 11ROAD IMPROVEMENT PLAN -POLO GROUNDSW152000LP3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:23 PM LAST SAVED BY: CHEDGES F G a l ; =j,i I BY ,. 310 , R i PITY 2111 T�if T — i 1121 r -1,11E RTY v CON i ll 1- 3 1100-1 C0kA1j'jE 1TS I " T( O 91x 113 Pa 31�10'i SPER R-1 Y ACSrrr��', CG'�IP 1 "1 T ,S 6 +'� 9128!13 7'iCtl ,�. P 1.O�!AIRTY I z s r— 1 _ GI t.T URE t! .ice? CJ :. I T I v o - o - _ f Uh r_ > n _ --' rr >� i.:3Y J'- f� � _ v r 0 - 9 T D� I _ =� aj IF �Uz f'su Jr) JA zB i _ro��Zn I s ii / ✓ � a - F G a l ; =j,i I BY ,. 310 , R i PITY 2111 T�if Pill 3 I S 1121 r -1,11E RTY v CON i ll 1- 3 1100-1 C0kA1j'jE 1TS I " T( O 91x 113 Pa 31�10'i SPER R-1 Y ACSrrr��', CG'�IP 1 "1 T ,S 6 +'� 9128!13 7'iCtl ,�. P 1.O�!AIRTY I z X12?5 %3 °( 1 _ GI t.T URE .ice? I 41'wl d- E"I�Ni I 1 I 3 7 s His r -. R's 'r: � . h s ih'a la,v 0 i � _1 1 5 �`Plpp d s 7 ]f :� -. V n` .. - 2 -.. y -f L�1=`k, _ ~ • i 4x13^ 1'? 8 II y a r 1 3 _ :mss 3 - 1A 21% 9 8 6 P h �y 1 i G! ! 5''11" 3 v.'4. 9-02,21 u iry �'t: ��-..i �.J? 3�i.i,a��1i3�ac�J39 �., lit t✓ " A] j""". j"". 2111 T�if TJ" R UND3 ROAD) D 1121 r �—; 'j i; 31 y'.y 3 T — 2 f- - —i JoANCLE z X12?5 %3 C f.x5} 3 � eTMESv`�SULEE a l rR11—FE 1 iii i .O11 13' 4 Y VAI I'al ��?_I�P EEC .,�, ..�ik11 1'? '�,i'6 .ice? a r 1 3 _ :mss 3 - 1A 21% 9 8 6 P h �y 1 i G! ! 5''11" 3 v.'4. 9-02,21 u iry �'t: ��-..i �.J? 3�i.i,a��1i3�ac�J39 �., lit t✓ " Hi15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000LP3.DVVG PRINTED BY: DREARDON 10.30.18 @ 12:23 PM LAST SAVED BY: CHEDGES LANDSCAPE SPECIFICATIONS NO E: TREE STAKING TO BE ]REMOVED 11. 11 - � -1 ONLY TREES WITH ONE MAIN LEADER I " -, fjl , ,, - 2 THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT SHALL BE PURCHASED. DO NOT PRUNE N , , , , , , - - - PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. . - I r '4 .7 �i _�, 0 t - TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY TO BY PROJECT LANDSCAPE 4 i2 I � __r , _m, , PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS . ,11 ;� 5, 'i __j - <- " �i ;_q I z THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH ARCHITECT DO NOT WRAP TRUNK . . IF __ _1 , , , I r� I TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. I , !1 I FOLD BURLAP AWAY FROM TOP OF o 0 1 ,A 2. MATERIALS ONLY TREES WITH ONE MAIN LEADER SHALL BE ['� �i 5 Z - 0, - � ... q I WRAPTRUNK REINFORCED RUBBER HOSE (1/2" .4 V, A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN PURCHASED. DO NOT PRUNE TREE AT PLANTI NG , . 1 El �,� , - ""�"' ` DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. ff"__ . "'D UNLESS DIRECTED TO BY PROjECT LANDSCAPE ,, I " ."' �,. - �/ --�� PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR ARCHITECT ­ -1 _�3 !,-� < - 12 GAUGE GALVANIZED WIRE GUYS TWISTED - ;p P�,l _! PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. 'D . 0 0 - - ,�_ �_, - Z '1 1, 2" DIA. HARDWOOD STAKES 2/3 TREE HT. I B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE , I ,,, ,,� ,� �2j A BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING - ) S,EEVEERAL INCHES HiGHER IN POORL - , , .1 [_i, -I ­� - I -j -_ � < m � � R, MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED B OF THE ROOT BALL; EX!STING GRADE I 11 L -�-­--=-, GREATER 3" THICK LAYER OF DARK PREPARED SOIL FORTREES -1 I F1 1'�11 �7 �_ �, - - - - � C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS K_�Z�­'�-`j j- -- - u) -r LI, z Z > ,_,E� , AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED BROWN DOUBLE SHREDDED I PART PE�T �Z;; _111-11JEE� �:�-T THICK LAYER OF DARK BROWN y1___1 - __ �� - ,� W w cf I - PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE IS . 4 7 bl /_ _: -_ : - (D - o - �-- �- � _. -1 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. - -A­� . � 3 PARTS TOPSOIL I I - MULCH ,/_ ,�\ - 1 7 OF WELL -COMPOSTED LEAVES , 12 SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASEIPEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL PART COW MANURE 3 - - ,�, I III 4" BUILT-UP EARTH SAUCER ,I - - P, �1 -,,-, , w �_2 �_) � 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PARTS TOPSOIL I I - 11� 1-/ �,_ 1.11 -11 I I OR RECYCLED YARD WASTE TO Kz I 11 BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED �� - �� D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE Eil--i I I _ RED SOIL. 1-11, INTO TOP 6" OF PREPARED SOIL. - �, , - - --,, - 1 BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. -111-111 -111 - I ,,,_- - �, < -_ UNDISTURBED- Ill- :FI -4 z: 4-6" DEEPER THAN ROOT BALL , - - ,,, I � '� FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE - , - - - I I I I j'v_I I 1-1 I' _________--REI",'1OVE T HE TOP W OF THE',AARE BASKET I` ,' , �,= �. r DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS _�_r Y - I '- 'E ri�, " - FOLLOWING PLANTING SEASONS: . I PRESENT. ANY AND ALL T1,NINE SHALL BE REMOVED I _e ILU FF -- - 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 PRESENT. ANY AND ALL TWINE SHALL BE REMOVED :X�_ FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL S'D 77 I I M I - - s_-, III �J_ BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A DIG WIDE, SHALLOW HOLE FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE"/ BE FOLDED BACK INTO PLANTING HOLE gr,,,; , 4, -� 7- 6 - , =P _- 5E E WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. WITH TAMPED SIDES __ ,3: U) � �> �� < G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUND I T11,1% , � WIN;-, .1 > = Dz 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 APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING BASE OF ROOT BALL SET ROOT BALL ON FIRM IN BOTTOM OF HOLE - ,f ,,7<,,,,,�,, - ' " -11P, I __ A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. 1 J��, ; ", ,, , - F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOVVING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. . ,I � - 'q :, 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCKAND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS r -I Y N111 '______�=_ - I M. NURSERY STOCK'(ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING EVERGREEN TREE PLANTING DETAIL TREE PLANTING 0-- N11_10PE DETAIL ­ j"I ALL ASEIBOTANICAL PLANT MATERIAL. 1.3. PLANTS SHALL osLEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE ToREMAIN oNATLEAST _-- -- -_--_ BETULA\AJRIEOEo POPULOUS VARIETIES oARF1NueVAR|EOBa PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. oRAlAEGU8VAR|EOE8 PYRUaVAR|EOE8 ��7[�7�77��'�7�T�� ��7[�7[���'�7[�7F�� �"U�7[�-�7�T�� 1.4. TREES vNTHABRASION oFTHE BARK, SUN SCALDS, o|SF|oUR/��|oNoRFRESH CUTS VFLIMBS OVER 1>V'. KoELREuTER|A QUERCUS VARIETIES ONLY TREES vNTHONE MAIN LEADER ��lL�J���-�J1l'Nw�� ��J� JL���JLJ�'lL�����-�JL�-��`��� WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH L|QUUD^MsERoTvRAo|FLUA T|L|ATnMENTo8A ` ID ,6 0 SHALL BE PURCHASED. DO NOT PRUNE I WIRE oRROPE ATANYTIME ooAaToDAMAGE THE BARK onBREAK BRANCHES. UR|mDENDRoNTuL|P|FERA zELmzv^VAR!ET|Ea � 1.5. ALL PLANTS SHALL eETYPICAL oFTHBRSPECIES oRVARIETY AND eHAuHAVE ANORMAL HABIT oF [_�_ I ARCHITECT 1. MATERIAL: � GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF |. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. 11 � DISEASE, INSECTS, PESTS, EGGS oRLARVAE. THE ROOT BALL SHALL REST oNUNDISTURBED GRADE. EACH PLANT PIT SHALL BEBACKFILLED |NLAYERS WITH uRWRAP TRuNK1�1� GEED�)XTURE�USTBECO�PR|GEDOFTMEFOLLDV0NGVARIETIES AND AT 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: THE SPECIFIED COMPOSITION: in INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. °1PART PEAT MOSS. 1�1�1� o0"�-TURF TYPET4LLFESCUESEED IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE °1PART COMPOSTED coYVMANURE BYVOLUME pRsPAns»NoTHoF 1.1.2. 1O'�'KENTUCKY BLQEG�A888EED 711, CALIPER SHOULD BEMEASURED ATAPOINT 1o^ABOVE THE NATURAL GRADE. °xPARTS TOPSOIL BYVOLUME PLANTING HOLE »FToR 1.1.3. 1O,�-ANNUAL RYEGRASS SEED 1I SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE °21GRAMo'AoR|FORM' PLANTING TABLETS (OR APPROVED EQVA4AaFoLLoVVa: TVV|cETHE��oTH»� 12. INSTALLATION RATES: LONGEST BRANCH. A)2TABLETS PER 1GALLON PLANT THERooTBALL; 1.2.1. SEED: LAWN SEED SHOULD 8E APPLIED ATARATE OF7LBS/1.o0OSF 1.8. TREES AND SHRUBS SHALL 8sHANDLED WITH CARE oYTHE ROOT BALL. e)aTABLETS PER sGALLON PLANT WHICHEVER (GGREATER 1�22� LIME: AGRICULTURAL ORPELLETIZED LIME SHOULD BEAPPLIED AT o)4TABLETS PER 1nGALLON PLANT BUILT-UP EARTH SAUCER SPECIFIED RATE ACCORDING TOSOI LANALYSIS OR2.0O0LBS PER ACRE PROCEDURES3. GENERAL WORK O)LARGER PLANTS: 2TABLETS PER Y2^CALIPER oFTRUNK PREPARED SOIL FOR TREES .TH|oK �0LGS/1.0OOSF) |FNOSOIL ANALYSIS \GPERFORMED. A.CONTRACTOR TouT|UZEVVoRKNANL|KEINDUSTRY STANDARDS |NPERFORMING ALL LANDSCAPE 1PAnTpEATMVaa LAYER oFDARK oRomxvDOUBLE 1.2.3.FERT]LYZER�COMMERCIAL GRADE 1z'2u'12SHOULD BEAPPLIED ATA CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL oFPLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1PART COW MANURE a�nsooEo��RDVVooD�ULcH � RATE 0F25OLES PER PER ACRE (5.aLBS/ 1.0U0SF) MATERIALS AND TOOLS SHALL BEPROPERLY STORED, STOCKPILED oRDISPOSED OF. WATER THOROUGHLY. nPARTS TOPSOIL 12.4. LIQUID ORDRY LIME: LIQUID LIME SHOULD BEAPPLIED 8TARATE OF2.5 111 I - BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS 1.11 - , 1'11111 - ____ I ��_ -T-­ [_�_ I 11 B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTORS EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERNIINATION AND �1, ,,__=___ ___________ , - - _141 SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP UNDISTURBE - RECYCLED YARD WASTE TO BED INITIAL EST ABI ISH' ENT Ki ,;_ A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED I I ; I - - , ,_,-E 41 F OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF TFROM GRADE. � I-1 I ! ,,,r., 7,V,',,,' --ft-, - -1-11 , 11 DIG WIDE, SHALLOW HOLE - = IA E" RI -1, _�a, B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL REMOVE THE TOP 113 OF THE WIRE BASKET IF - -_ , ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT WITH TAMPED SIDES ill I I- - PRESENT. ANY AND ALL TWINE SHALL BE I �� 4 �f SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. REMOVED FROM THE TREE BEFORE I . I m 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS - Ki,'-'-,D'�i',-i",,,"�,,,�f--AT�__ 1 _' , 17 , SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A BACKFILLING. BURLAP SHALL BE FOLDED BACK R "'; F; ,1� f -a ,-, - i u '),� - � N TAMP SOIL SOLIDLY AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO ,_ I _ ,'I : REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM INTO PLANTING HOLE 14_1 ... % __ V �!.�, f -:_; 13ALL u 1 " I" I fff AROUND BASE OF AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF m .1 I NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. F-11' r,T!,___,,: -11 = ROOT BALL SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THEY RK,ISBE!NGPERFORNAE0. If -i , i _2D 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED PAD IN BOTTOM OF HOLE AGRICULTURALUMiE OR PELLETIZED LIME SHOULD BE ADDEDDURING THE �`,J �, I ` C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA IOR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. GROUND PRE!"P,ARATADN ,STAGE AT THE R.A'T E RECOMMENDED ACCORDING - I TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS TO SOIL ANALYSIS. ?,A* x,;- ______1 I , P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE , I I PRIOR TO THE BEGINNING OF WORK. WATERING SPECIFICATIONS AS LISTED HEREIN. DECIDUOUS TREE PLANTING DETAIL . PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE 4 . p APPROVED F0 I - 5. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL t i I A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) __ WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW __ - - , PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO ____ -_ CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE I.., STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC Am -- ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. �� "A - - r 1 n: � -. -,I--- D 6Y : RTY P - B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY'VISI-FENCE', OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED � �'­ ��. 13/0-5/1 �� 1 ,, APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. OF ALL DEBRIS LARGER THA"N 2" DIAMETER. ­ , , ' 11-1 PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED PLANT SHALL BE 2.4. AREAS TO BEE PLANTEDSHIOULD BE ROLLED VVITH A CULTI-PACKER, TURF i ,6 Zc -S D 3> j " WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME \ SHRUBS, USE FINGER OR ROLLER, OR SIMILAR DEVICE -9 0 FIRM THE SEEDBED. THIS PROCESS HELPS I 1 1 I---- I ____ __ - , I - GRADE AS IT BORE IN THE ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF " . i ., J -T: ". - SMALL HAND TOOLS TO PULL COMPACTION. I ,I � 3 A " r C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER R`,.,q.ft'LU - AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. LAYER OF POTTING SOIL; THEN TX ,,I i I F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6 1 ,iT7--�-T,- -,,,� -- -- �r 1, 11 ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND ") DBH SHALL BE REPLACED IN KIND. TREES 3. INSTALLATION: , � ,r , - T C,' F,,, A 'k -N - - MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE PLANTING MIX: CUT OR PULL APART ANY _ I 11"'1111, 21�_3` ;J '11v .1 N I MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. I PART PEAT MOSS ROOTS THAT CIRCLE THE - 1, 1 PART COW MANURE PERIMETER OF THE CONTAINER 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS I . T) T -�' 7 T - D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT v� AND RECOMMENDATIONS. I- J_ 11,1-111,�2, - - 3 PARTS TOPSOIL PLANTING 11 V 11' , _, STANDING IN THE TREE PROTECTION ZONE. 1 1. WATERING 3" THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO , =_ -po-r) _j A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. MIXTURE WILL CHANGE WITH /_ PA 1 , I I WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS - z 6. SOIL MODIFICATIONS SHREDDED HARDWOOD HYDROSEEDING MAYALSO BE PERFORMIED V�!ITH THE r,�,-7� 7,, -, ­-, -r­­�_ - , , - THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL ) -3 - I A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. MULCH ENGINEERVARCHITEECTS APPROVAL. . BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP TTERN. ,.1 , - - . - ,� SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. I , H _11 Ill- DIRECTIONS I 0 ENSURE AIN EVEN COVERAGE OF SEED. - R DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE BEFORE PLANTING, ADD 3 TO 4" - _�_.._�_ . � JZ_4 `�,­, 7 i_6, ` 3 7I M. 1, - 11; B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL 0 OF WELL -COMPOSTED LEAVES - 11- 11- -ill- 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED - - - I r, Ly, I 'El I I- B&B -11 - ONTAINER - FIRM SOIL IN AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. AND RECYCLED YARD WASTE I 1= - III BOTTOM OF HOLE. VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE A, _�-, `5 -1 " ' 171_-C'��\T`TJ7�- OF PREPARED SOIL -11 I = =1 I I I.-- - - - - 11- I __ APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT = = L`,D'C_,-"_kT_1 I �YINT 0 F 3 11 T E � COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF REMOVE THE TOP 1/3 OF THE -III-Ill 11=11 = - =1 I 1=1 I I- R 0; -A -- ', f � � -_,ji -,', j f' -j. !- T 'M�A � � m . Ill -1 I P I ill I -I I 1=1 I I - - I III— .1 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE a _ �. j - M -C i C -i �_ _ PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET IF PRESENT. ANY , UNDISTURBED �,!-, 4'1­�,-�r ­-), ­­� �_ 11, 4 1 24" MINIMUM RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IFNO � ��ofl, -1 , 4 - I-j,T i - t 11 " 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC AND ALL TWINE SHALL BE SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER ", MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE REMOVED FROM THE SHRUB "- :1 , PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES NTH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED 7� " I _,�L � _11 0- _ ` L-,-; , .,,_,An Nv 3.6. A ROLLED EROSION CONTPOL PRODUCT CAN BE APPLIED OVER THE TOP OF , -, - c n', - j -I---,' �- ­� - i OR WOOD STRUCTURE. AVOID MATERIAL VVITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A SHALL BE FOLDED BACK INTO TO BIND WITH NEWSOIL. _,_" __1 4�p_`­i _U 1 1 c:6., U , 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH vVILL BE PLANTING HOLE SEED IN STEEP S! OPE SITUA�71 10i jS TO HELP PREVENT SEED FROM 'WASHING �,; �� I AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC , , ; COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN Q� 1, � y! PRODUCT MANUFACTURER RECOMMENDATIONS.) 10 ,_ --- .==-- USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT , ;k - _ - - - _J2 � B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. , -_ - :,:_�,��,� M�l SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. = --- ____ m _ -, _- ,� 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MA " , " , -7 � �yf, izi `� , I TTER AND/OR DRY, SHREDDED DECIDUOUS AND EVERGREEN 4. MAINTENANCE i ;,�, �,!�K, "I ,.1 r__ 1� �f _N , , t T� - 'I " " REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY rl[_,,,,�, ,,� I, - -, '­ , 1, CLAY LOAM UP TO 30% OF THE TOTAL MIX. 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS tz,_ � 1" 31 IL -E, 2 1 1,_ DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. t_,, ,ax I IF NO NATURAL RAIN EVENTS HAVE OCCURRED VVITHIN 2 WEEKS OF , -I 7. FINISHED GRADING SHRUj'LB PLANTING DETAIL - , '4i; SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE I 1 =__�____�_ - I zj A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE ,� -1 INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK NTH HEAVIER -1 dl�--- �­ -,r- --1 Y. -)Au, - - rt�-_, z -m - PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. , , ;_40--ff-'­ ? I 11 "A CONDITION AND FREE OF INSECTS AND DISEASE. 4.2. REPAIR ALL SEED kAfASHiNGSAINID EROISION", g _. ;i A B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN [, I 14; INCORPORATE 2" OF PEAT INTO 6" OF SEE LANDSCAPE SCHEDULE FOR PROPOSED R1, � F:3,,: �,q'�c 9_.__0132111 -, RADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER ,,�: % ! -­ ,!j q ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED G PLANTING MIXTURE, AS SPECIFIED Z SPACING. wwma9Adz=6N.19m&f.E1..11 I A, - ,.z . ..... . , ____ -�_ ­ -!--, __ 1 - OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, -Z I ,_�LA3 I _'­�_, 4x_1 "I I I ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. �Z_____Q I I C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT DARK BROWN DOUBLE - --' " -n- CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED SHREDDED HARDWOOD . , , Z, ,I ,�_ .i j ij - I i� A K A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE , 1, BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. MULCH . Ml ;f�"__�IRF� 1-Y Z��,, W_550 �, �� CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED I I Es ,,.,,, r�,�Y r;� Z-%,, A '17__ VN D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. FINISHED GRADE � I �,, ,SW y ,?- -- " - ,��_� ,M, "' AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. �Vi In "",'], 7j `._, __1 S 1`�, i -'_- �-�,_ - B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER . I , I I t � r", / -, '-R R 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL - I . I �, :, I , - EXISTING SUBSOIL `, - > 2 LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED - - ", , , , - ... , _J ''.�_i i ,ill"- - , SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. ill ­_ - B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY I I �­41_1 ., 'g , " , � BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING I .... �,-_ F - ___,.�lli ­ " ,q C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE !:=::,�;r7 - `_ �1,1 TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED - rs_1�4.-�R_� 9 THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS I I � ' D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED D= PROPOSED ON CENTER ` 'I - A FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK (O.C.) SPACING N - 1 \�_,4_ i �, �'-,' 5 I ­­ `�-', I PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO .�, � 2' . --11;, �o -If-1-2-j"i �.' I -Al 1_1 ,. DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE _r r "�__':_- ` ` 7 f­� . 1.1. 20 POUNDS'GROW POWER'OR APPROVED EQUAL FOR FOR REQUIRED SPACING I . Jh EAR _LLb 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP D D I- E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. S H E ET iIJ U Ni B E R TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT ,- " _ j ,. ill zo 1-11 PERENNIAL/GROUND COVER PLANTING DETAIL �H',.� -­­­ - - - -` H \1MV152000\DRAVV1NGS\P1_AN SETMSECTION,NROAD IMPROVEMENT PLAN -POLO GROUNDSW15200OSD3.DWG PRINTED BY: DREARDON«0.30.18@12:24PM LAST SAVED BY JCRUZ H:\ W152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:26 PM LAST SAVED BY: MGIBSON H:115\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:29 PM LAST SAVED BY: MGIBSON H: 115W152000\DRAWINGS\PLAN SETSiSECTION 11ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:30 PM LAST SAVED BY: MGIBSON MnM3EL =# Hydraflow Express Extension for A utodesk@AutoCADOR Civil 3DO by Autodesk, I ric. = 334�53 Thursday, Mar 8 2018 Pedestrian Tunnel Pipe Length (ft) = 107�65 Qmin (cfs) Invert Elev Dn (ft) = 337.50 Calculations Qmax (cfs) Pipe Length (ft) = 105.13 Qmin (cfs) = 154.00 Slope (%) = 6.66 Qmax (cfs) = 154.00 Invert Elev Up (ft) = 344.50 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 84.0 = 60�O Qtotal (cfs) Shape = Box Highlighted Qpipe (cfs) Span (in) = 120.0 Qtotal (cfs) = 154.00 No. Barrels = 2 Qpipe (cfs) = 154.00 n -Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Flared Wingwalls Veloc Dn (ft/s) = 1.87 Culvert Entrance = 30D to 75D wingwall flares Veloc Up (ft/s) = 6.28 Coeff, K,M,c,Y,k = 0.026, 1, 0.0347, 0.81, 0.4 HGL Dn (ft) = 341.61 = 341,01 Top Elevation (11) HGL Up (ft) = 345.73 Embankment Top Width (ft) Hw Elev (ft) = 346.18 Top Elevation (ft) = 353.40 Hw/D (ft) = O�24 Top Width (ft) = 43.66 Flow Regime = Inlet Control Crest Width (ft) = 20.00 0.80 0.08 .m-) P.,I-fti- Tit ... 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" -,-,-, '-, - � 11 I I I -1 ,L ', � '' , " '�`� - � � : , -� - 1 _� I- - I I - � I � :1 , -_' %, � �'�'�' ,� "� . ,,--,-, :��` � - �� , I : -:1 � , ­­ ­ - -_ - -1 - - I 1 537o: - 1, �� �� " � - - � , , � I I �� - 11 , � � 11, �' I - - � � I � I - �___ � .11 ­� I I � � - � � I I I I - - 3 Ij 4 00 - ", � , - -_ : - � � - � : - � , I :� , I L L I - ' - - � - - -, ", I � I . , c �' U Ij lu � 41J �j Uj M du Yu 1Uj 11G iA I�u 14L 1,L - bli"O." __ 1', - E'i"_ P. -h (��j I HydwsP.Qlly Expre��s Exten.mon for AvtodeskV AuroCADIP Civil 300 by Avtodask, Inc� il,ylonday, Jun 11 2018 1 Culvert B60 - 61 Invert Elev Dn (ft) = 334�53 Calculations Runoff Pipe Length (ft) = 107�65 Qmin (cfs) = 60,00 Slope (%) = 4.62 Qmax (cfs) = 500,00 Invert Elev Up (ft) = 339�50 Tailwater Elev (ft) =- (dc+D)/2 Rise (in) = 60,0 VfUll R a � n, a r_,F­K z Shape = Box Highlighted Coeff. Span (in) = 60�O Qtotal (cfs) = 60.00 No. Barrels = 2 Qpipe (cfs) = 60.00 n -Value = 0,012 Qovertop (cfs) = 0.00 Culvert Type = Flared Wingwalls Veloc Dn (ft/s) = I i99 Culvert Entrance - 30D to 75D wingwall flares Vel6c Up (ft/s) = 5.78 Coeff, K,M,cX,k = OlO,26, 1, OM47, O�81, 04 HGL Dn (ft) = 337,55 C � i HGL Up (ft) = 34M4 Embankment (cfs) Hw Elev (ft) = 341,01 Top Elevation (11) = 350,20 HwID (ft) = 030 Top Width (ft) = 43.66 Flow Regime -= Inlet Control Crest Width (ft) = 20,00 ­ v,� , '-, �:�_. , ��- �'--� v:: �- �� ", --- " -, --� t "�� 01 : 04'.0 Elm - fil 'k, cl'��' ill - -, 1 _L' , U tkl - -, -------- � ----- - T , - . , ��u , , , [ , , I I � � � , 1-: ;:� �'' ; I , � � � ' � I I I ­ I I I , " - , i�!L � �'. - , , - " " i - � � ", ;7 - �� ",' - �"" Rug � -""� ; I � I i2 , ED, , I I I j! E't'i 1111".' 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I .... �__ 1�j cul -I -_ _77---7- -;-----i­-----k� �% - 11 IQ ." �� 'A, 11 r, I,0 , l � I 1, "j, I'll, If* -l I A ,,I __ V"',A' ____ �1�1 "i ____ E---Ik ,l _"' o" H \1 5W1 520000RAWINGSI,PLAN SETSISECTION IkROAD RAPROVEM ENT PLAN -POLO GR0UNDS\V1 620003M3. DWG PRINTED BY: DREARDON 10.30.18@12:30PM LASTSAVEDBY MGIBSON 10 YEAR STORM COMPUTATIONS From, To Drain. Runoff CA Inlet Rainfall Q - Invert Elev. . Length S 1 0-P a DIZI. I I D Capacity _____ . Velocity - Flow Time I Q I V i VfUll R a � n, a r_,F­K z Point Point Area Coeff. Time Intensity � i _': �7 �� LK , . IC2 z - ": � I-- (3 2 � - iq � M .r'' � I Z-7 11 � - � -91 Qfull VfUll .i . � j�i E]� - � , - �' IF _' Incr. I Incr. Known I Upper Lower Incr. z '] N__ .111 1 . I SIGNATURE (acres) C � i V"'­��'_J' '�.��" 1---ig ; I (min) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) � (ft) (%) (in) . � 1 q _�­ (cfs) (fps) (min) (min) ­ v,� , '-, �:�_. , ��- �'--� v:: �- �� ", --- " -, --� 1-ev"V'2 A06 A05 0.10 0.80 0.08 0.08 . 5.00 6.64 0.53 - 0.53 '. , � �� � I , '_ , , ' - - "_ / 1 - � - 1:� 47.16 0.60% 15 0.013 5.04 2.52 0.31 5.31 _ 0.11 __'_________ 0.62 ---.------,--,- 4.10 _____ __ _______' � -,------------ ---­------------------ A05 ______­_­.__­ A04 ------ -- 0.50 -------------- - ---------- 0.65 - -- - � 0.33 _--11- __ __ 0.41 - __ - ____ 5.31 ____ - ----- �---,--,-,-------------�-----�---"-,.---------,----------�--�--,----------,--�-----,-,-�---------------------------------- 6.56 2.16 - 2.68 356.34 355.97 62.01 --------,---.-----,------.--�-------,-------------.-�---�---�.-�-----------.------,----,-�-.-.----��-,-------�-�--,-- 0.60% __ 15 ___ ----------------- 0.013 ------- 5.00 4.14 ___ _____ ____ __ 0 � .25 __ 5.56 - -�----_ 0.54 ---- ------------------ 1.02 4.08 ----------------- -------- _____ - 8.24 _ ----- -- ---,----,--------- A04 - A03 ----------------- 0.62 ___ - _____ 0.60 ---------- 0.37 --------- 0.78 ----------- ______________________________ 5.56 6.49 ----------------- 2.40 - ------------- 5.06 ___ ----------------------------------------------- 355.87 354.27 261.50 0.61% � ----------- - ______ 18 ----- -- ------- 0�0113 � ---- -- ____'_____'_'____________ 4.88 - ----- _____ omn ____ ______________________ I , , 0. ID MI _____­_________ 1.05 ------------��---------,----------,-,� 4.66 . �_ '� - - t, _­ - _____ -1-1, -- ----- A03 ------ ____­______ A02 __ � - ------- ­­­ --- 0.32 ___'_____.__' ­__­__________ OM --------���-�---�-----�---.----I O�28 1.06 --- _­__________________ 6.45 6.25 ---1-1- ----- -- 1.75 __ --1___'__-___-_ 6.63 __ _____­___­­­ --------- 354.17 ­____­­_­__________ 351 25 __ _ I 136.95 I� ___ 2=13% 1 -- 0, 0 1 '_' I I 5,3' 8� 1 8�22 0 � 2, 8 1 6�73 --�-,,-------­-- 0.43 ------ O�94 I ------- _317,0 1 -- ­ ---- I— _____ - --------- ------- --I------- - ____________ A02 _--_-1___ -- ---- _______ ---------- -- �,----,-----,--�-----�-----"--�----�----,--,--�--�-------,-�-,--,�--�,---",--.--.----�----,--,- AOI ------------ _____ 033 ___­____­___ ­- OM ______­ ------.--, ____­_­ 0.30 ------ �-�.-I'�.-,------,----,-.---�------�-�''--�---�,-----.--��,------ 1.88 6.73 _ ------- ______.__________ 6.18 -----,-----,---- 1.85 ----�---.�-1-�-��-1--�-��"-----,-"------,------,-�-----,�-,--.----------�-1------� ___ _____'________________ 102,78 187.39 - ----- � 351.15 _______'_________ 34&63 --- � ----------- ____ __ --'----- - - 1 � I 67.41 � I- -,---------�--�i,----�--�-.---�--.-,�----�-------,--.--,------�----------,-----�----.--"-�-----�--�---"--.--.-''-----,-,�-------�,------�--�---- I i F______ ____ _-___r___ 3.74% _____.1_- ____­_'__­___ 48 11 0,0i3 _ -------- ____ - __ ------ 278,48 ______'_____________ 2336 --- ­­ [_ 0. " 0_0 --- - ___ - ___ I 0,67 ____ - - - --- ------ - 1 �(i-,7 � _'___________.'_____ i 22:146 I -------- __ __ _________ -------- - i ______ ______ A31 ---------- A30 _'______________________­__ 0.34 _ 0.90 ____'.__'1__-_ 0.31 ­ ------- - ___ 0.31 --------- __ 5.00 _________'____'__ ______ ____________._ 6.64 2.06 __ -- ---- - ________ - - -------.-,------ 2.06 --------- �---,-.---,----�---,.--�----.-�.--,-���-�� 361.58 356.01 -,--I--- . 1 __ - - - __ _____ 2.43% - ----- ---- 15 ---.---,.�,-------------------",--.-,------- -------- _____ --------------------- 0.013 10.09 _____'.___________.___ 6.38 _ - ------------ - ___ - �� _____._____ ---­----­-----------­.­- 0.60 5.60 -------"----------- __ ____ 0.20 ----------,. __________________________ 0.78 -------- ----.------------- I ____'________ 8.22 - ___'_____'_____ - -- ----- ----- - __ ­­'_ -1 - -------- A30 __ I- I_ ___ __ - __ ­_.______ ------ -- A02 � ______­ ___'_ ___ 11-�"-,-.,-"--,-�--.-,-.�,--�---.-,-.--"--�----"-"--,------ 0.23 -1 I---- - I--------.- 0.90 - --"-------,------ _. 0,21 __.__________ _______ __ 0.52 __ - - - ___ ----------------------- 5.60 - -1 __ -11 -1 - I— 6.48 ___ ----,--------- _____ � ____________________ 1.36 __ __ - - __ - ----------- -- - ____ __'_ - -- - ------- - - ____ - - 3.37 ____ ___ - ____ ___ - _- ----- --------- 355.91 , ___ _____" __ __ - __ ------,-. "---------------- 351.25 _______ __ __ - __'___ 166.41 ____ ___ ____ ________.__ ---- 2.80% ___ __ ___ __ ___'_______ _ 15 ____ - 0.013 __'___________ 10.84 __ ____ -,------ __ 7.76 - , -------.--- __ ___ 0.36 - _.______ � ------ 5.96 ---�-----�----------------�--------,--------"------- 0.31 0.88 8.83 1 ---T-------------- ____ __ __­­._________ - A40 ___.__'_­__'_____ A02 - _____­­­_____'___ - _.. ----,--"- ___ - __ ____ ___ - - ___­ ­­­____ ____'______ - ----- - -- 1_-_____-1 -------- -, - ____ - ­­­ __­'________ _____ 73.00 .__ -------- I—- ­ 73lOO __­ ___ - __ _ ___ - __­­­ 351 35 --- ­.- ___ __ 351.25 - - ­_ --------- �---,------�1.1----,.�-------------�-----�------�------,-�-------------�--���.------------,-� 20.38 Z45% 48 - ___ __ -, - 0.013 225�60 15J8 1 --.--------- ___________'_ 0,02 __ ---'--- &02 ----'-- I----------- 0.32 -------,----- 0 � 113 t 8) I .. . . .... _ ---- -- __ - I ____ 1 7�95- 1 -1�----�-,---,--------,---------- � ---- -- _­_______'_ --11 - ------------ -- -----,---,-----��------------��----- -----------"--�-------�-----------�l-I.-,.- - _-_ ---- 1________-____ --�-��---.------"-�-------,-----------,-,,------,---,--- ___­___­____ --I-_-_ _­__­­­_______ 1 1 ------ � - ___ ------I-- __..1_____-_ __ ____'________ _'_1---__ ____ ___'_______'__ - I- ___-1-____ _________'__ ___ --------- ----I-- ___ --- - ______­_____'__ - --- - - ____ -1 ___'_ _______­ - � -_ - ------- -_ __ - 1 ­ ­ ----I--- I------ ---,--------.-I�-,---"-,-,�----------- _____ ______ ____ __­ -------,�----,-----------.��--l-��------------�,---,--�-�.�.1--�---..-, A52 A51 - __ _______­ - -.1 - _____ - ____ __ - ---,----...�----.��l----.----------,------- - - ______ - ­ --- ­­­ _______ 6.73 ____ _­ 6.73 ____.__.­ ______ _____________ 361.50 - 359,65 ____ -------- 21�12 -�-,-------�---��-,---�"-�,------�-,-- 8.76% 24 _ ------- - - 0.01 3 ------- __ ------- $713 _______1_' --- I ----- 13,14 -- ­­ -- ---- ____ OM _____ __ ­__- 5M:1 ____­_____._______ 0�10 - -------- ­­ 0�612 __________­___ 2 I � 337 1 -11, _'__________ _____ __ - -.-----,----,- ____ ____ -------- - A51 -­ I ­__ __ -, - __ - _ _____ - ___ A50 - .---------- _ ________'__ - ___ 0.19 -, ___.______ - _____'__ ­­___ - - _­ � -1 0.85 __ ___ ___ ­­ ______ ____ 0.16 ____ - _____ __ _________' 0.16 - - - ___ ____ _'_ _'_____________ _____________­__ 5.03 - - _ --,-- � -- ---- __ ___.. 6.63 -- _____ ______ __ -- - ----- __ 1.06 -�---,-�--�--�.�-----,---------."----,------------��-------�---."- _-I ---- - - ________ - __--_------- ______ 7.79 - _­_____ ------- ___ .-.------ ___ ____ ____ , __ __ � - - _____ - __________ - ___-, 45.05 _ ---- --- ___ - - ___ __ __ __________ 9.03% - _____ ____ - __ - _____ 24 ___ ---------- 0.013 - _._______ - - 68.18 ____ ___ ____ __'_'_____ 14.13 ___ _____ ____ ___ - 0.05 -------- __ - "----------- 5.08 __ - 0.11 ------ ------- __ ______ 0.65 _____ _'_ - - 21.70 - ------- __ _____________ ________ - ---- ----------- __ A62 ___ ------- �------------,------------------,-----------�--------------------''-�--�--------..------------------- A61 - - - - - _______ - -- ----------- - -- �---,---------------------------,-,-��-.--�------------------- 26.89 26.89 364.50 362.50 ________ -------- __ ___ 22.64 ____________ ___ - 8.83% ___________ 30 ,------------ 0.013 _______­_____ --­­-.-------------------- 122.24 19.32 -­­-------­--- --.--- ___ _ OM --11-- __ --------- ---------, 5.02 ---,.---- 0.22 ------------- 0.78 ----- --- -- ___________'___ 24.90 ------------- - ----,-------------- -------------- ----I ------ -1 _____ __ A61 ____­___ .------ ___ ___________ A60 _________ ____­_­___­­__­ _1-__-_-_-____ 0.14 ___ ______-__.____1 .... �--..------,-.,--,--�--l'�-,------�-- 0.85 -----,--------,-�-----�-�--�-,--,�-,----------,-�--.---,..,--�.-----------------.---,.----,-.--.-,.-,------,--,-�--------�-------------�.--"�-�----------,-------,---�-�,--"----.-�---------�--� 0.12 -,------,--,,-,-,-.,--.------,-------�--,---�-.----'I 0.12 5,02 6.63 ... ,�����l-l�"-.-,.,-,,--------�l---.-------,---�-���- OM - __ 27.69 -.,---------,--------------,-"----�I 362.40 359.10 _­________'_­____ 36M ----"--''-- _____ - 8.94% -__ --------- __________ 11 __ -----I-- 30 ­_ ---,----------�--,-"---�--,------7------ 0.013 __ _ -,-,--- 12Z94 ________.______'___ 20.14 ________'_______ ________ ol- O., I ;--6-'------------------ �' 0� �� . i 0,23 0.810 25�05 _'___________ B05 _________'_____ B04 ________'._'_______'_ 0.15 ---,------ �- _____________ 0.90 -------- 0.14 - --------- 0.14 _-_1_____ ------- 5.00 -------- ___ 6.64 ------------------ 0.93 ------------ - ---�.------------------------�-�--- 0.93 _________ ---- _____._ ________________ 38.44 __________ ____[.­__�__­_ - _'/ ____ -1 �' --------I---------- 0.10 1 3 1 ------- 20A8 1 __ ______ ____ ___ 88�26 I -------------- 0.08 I __ - __ - SJJS 1 0.05 � ----------------- o. 5 �o __ - _____- �� �� - -0 P-; I __ ---------- --------- 0.90 0.13 _'_____________ 0.27 ------,-",--------,---------,----------�-�--�----�---,- 5.08 6.62 0.86 - ----------- - ,------------ 1.79 __ ___________ ___________'________ - --- - ------------- --,-,--�-,--------"-�.-----r--- 68.97 2.00% ____'___._1_' 15 _______ ___ - ----- - I---- 0.013 _________ ______ __ _­ - _________ 9.16 ___________.________ ______ _________ __________'_ 5.53 ____________' __ _____._ ___ 0.21 ________._________ --,-------- 5.29 - __ __­_­________[_______ 0.20 ___ ___ ­________'___­______'­ 035 __ ____ -- ------ I 7A7 ________ ___ - - ____________'____ __ --- ------- _.______ __________ B04 -------,----,---------------------�-----------,-----"------ B03 0.15 ------ -- - � - __ B03 _ _____________ B02 - __..____ ______ - 0.33 __ __ __ - � ______ 0.90 ______.'__'__'. ___ 0.30 _ _____ ___ 0.57 - _ __ ------ - _ _.____ 5.29 --------- __ 6.56 ,- - ------,-,-. 1.97 ___ ______________'.___ - ------------ _ 3.74 __ _________"._' " - - ____ - ___ __ __ ____________" 112.76 _ -------- � -,----- - 1.27% '15 0.013 ____ _ _____ 7.29 ________ --,--------- 5.94 _____'__________ __ 0.32 ------------ 5.61 ______________ 0.51 ____________________'_______ 1 M 5.94 -------- ___ __________ - - __._'__ _____._'___'.'_'____________ B02 ------ ___ ____ B01 --"------- ____ - __ __ -------,-- - __________ ---- ___ __ __ ____ __ ___ - --------,---",----------",----..---,-.---------,-,.-----,-----,-----,-------� ___ - - __ - - ____..__'__._ 0.81 __.'____ - ___ ___ 5.61 - - __ _________'__ 6.48 -- ----- ------ __ ______ " ____ - __'___ - ___ - ____ - __ _ - _____._'_______._'_____ - - ___ __ _ - - -- __ ___ 5.25 -------- - "-- � _____ ______ ___'_____________._'___ _______.___._ _____ - ______'______. __ _____ - __ __ __ 45.73 - - _ -,----.----.--- ___ -, ___. - __ 0.85% - _ ---,----.- __'_ ------,------ 15 _________'__ 0.013 --,---------- __ 5.98 __________ - _____ _ 5.49 '____'_____ __ ____ 0.14 __ _____ ____ 5.75 ---,-- __ 0.88 _. ----------- - - 1.13 - -------- , 4.87 __ --------- -, ----------- -----,-- _________ --- _ -- B20 ____ ____'___ - ------- ------ _______ __ - B02 ------.----.---,--------�-,�-------,----�--,---�,------------.,-�"------,----�, ------- _'____._____._ 0.26 ________'____________ -- 0.90 -------- - --- __ - 0.24 ________ - ___ 024 _______'_____ __ ­ 5M �---,-,-------�,-..--.-----------,----��,----.--�-------,---,".-----------------"-�--�-�-�-,-�-------------�----------,--�---,�.--�---,-,---.--,-,------i-----------,--- __ I -- ---- ---- �----,----,--,--,-�--,----------------�----,-------,�-''--�---,--�--,----------,--,� 6i64 1.59 - 1.59 _________.____ '_____________________ 57.48 ____________ 0.50% 15 -----,--------------------------------------------,-,-- 0.013 -------------------------,------------------------------------,--,--- 4M , 3.33 -,---------- 0.28 ______­____________________ 5�28 ---- ------ 0.35 , I __ __ I - - ____ ____ OM -,-------"---,------------,---,----------------- I -------------------------------- 3,75 I I. ---- __________'____ 832 ------- _______________ B31 0.09 _____________________'_ 0.40 0.04 ----------�------�-,--------------------------�-,------------,-----.-----------� 0.04 5.00 6.64 0.27 - ---- __.___________'_______ 0.27 359.28 _______.____ -- ---- ------ 349.77 ----------- 227.68 & - '1"8% " - ' ----I-- __________ I -5 __ ____ ------------]---------------------------- 0. 0 I 3 �! __.______._________ 13.24 ______________ -- -- --- �-,--------�-------.,--��---�-----�------ --------------- 3.75 1-01 ­_ I - _6_1 6 � ----------------,-,------------------- - __� 6-- - - I . 2 1 I 0=35 �--l-�l------ill----�---.--�--l-1-1-- '100.79 ____ ---.- ______ E - - ___ ------- __ - __ 1-11 - __ _____ B31 _'_ _____ __ ______'­ ______ - __________ B30 ___ ------- __'_..__.'________________ _ _ -,--- _ - 0.09 - � - ______'__.____­­ 0.90 ____ __ __ _. __ ------- I— ­_ 0.08 ". ----.------,-,- ___ - ___ 0.12 __ - __ _'___'_____'___'_______ - - ___._____ ---- � -- 6.01 ---- - ------------ - 6.37 -,------ - ___ ___ --- ___________ - 0.51 ------- --- __ ___ ___ - ______ - __ - - - __ __ ___ ______ __ _ 0.76 _______'_____'___'_'__ _________.___ _ __ _____________ ------------.-- - - � ------- ________ - __ ------------ _'.____.___________ 96.13 -,-----,---- ____ _____ 3.82% _____ - ------------ 15 ______ ". -,-,-,�---,-.--,--.,---"-�-,------ 0.013 12.66 __ __ ------ '_____'_____ 5.55 ---,�"---,--,�--".--,----,-------,-----.---,-,--,------,------- 0.29 6.30 0.06 O�54 ____­___ 1 031 --------- _________ _'__________ _____________'_1__-_-__1 B42 ------ B41 ----,----,-��---,-----�-",�----.�-",----,-,----.- - - ---,-------,,-�--.-----�-��,�-,�--,--- - - - - _­__­____­­_­­ - ----- - � --- ,---�l----,----�----.---�l----,-- - 26�89 __ I—— ­_ ,----,�-----�-.-,---,-----.���----,�-,�-"---,------��----�------------------..-----�--��-1- 26.89 17.85 11.48% - _­­ ---- 30 I------------ 0.013 I --------- �,�--l".--.-----,--------,--.---,---------------------"---�-�-,----------------- ----�,------,---------,------------.�-------,�-�------------�--------��.--�,�-------------------,----,� 13938 21.21 0.01 5.01 0.19 __ ---- 0.75 --- _________ - -------------- __ 28.39 _ ____ ____ __________­ ---- -- ­ - - __ - - __ ___ _ ----,---- 30 _-1__'-________ B41 - - - ______ _ - -,---------,-,�-,-----------,------,-----�------�-- B40 ------,------ __ 024 _______ ___ ___ 0,85 ____ - ------ -- ______ --------,,-----,�--,�,.----------------,�---�-----��----,�-�--------,---------------�-�--� 0.20 __ ------ 0.20 ______________'___ 5.01 ---,----------.---,--------,-------------"�- 6.64 1.33 - ----- __ ---- ­­- - ________________ _­_ --- ______ 28.22 --,----,--.-,-----�,---------�----------�------,,------, ---I----- ­ ------- ___.._'_­--__----_ 363.35 360.45 -_ ______'________ 3G.,68 ______'_______'___________ -----�----"---.---------------.- 7.50% ___J_______ O�013 '112.61 ,-----------, - - 19.04 - - ' - __ 0.03 ______ 5.04 ­ ___ ' - - 0.1415 __ _'___ __ _____ 0.83 ___ - - 2Z94 __ __'___________.___ i ____ --I __ ----,---�----------,------------�-- B52 B51 ­_­­ ------ - _._______'____­___'______­ - - _______'.____­_­___­_ - _____ - --.�------------�--------�-,---.--------.----� - - ____________________­__ 11.35 11.35 ____­._ ---I-.---,- 373.50 -1 ­ - - _________­ 371.10 - - __ ----I--,-.-,-- 18.43 _ I 1). 0 2 % ____ ______1 ____ 3-30 1 --- I ------ _______ _____________________' 0 � 0 1 3 ___ ____ - ___ ----------------�---�.------.,-- 14,3-A 1 1 _ __ __ ----------I---- 17 ' 45 I ' - - _-___'_____I ____­__ -------I----- r 0.02 __ ____ - __ ------ ---------,------,�----,--�-.---,----I--- 5.02 ___ __ ------.-, 0.08 -------- ___ - 0.53 I ------- _ - 1'______.'_____'_ - _____ 30123 I --------------- _____ i I ___ ___________'___ ------------ B51 ___ _ - ---------- _________ ---- B50 ___ - -,----- � __ ------ � ---- --- - - - __ 0.19 - _ _ __ - - ___ - __ ___ ___ __ " - - 0.85 __ ___ - - _ __ ---.- --------- ______ 0.16 - ____ ____ _____ _____'________'__________ 0.16 - __ - ----,---.,- 5.02 -----"---- __ - -----__--------- 6.63 ___ - ____ -,-,--- - � ----------------------,---�-."-------,-----------�---,-----� 1.06 _______ _____ - - - __ - _. - _ ____ 12.41 -------- __ _____ 368.12 ___________ - - ______ --------- ___'________________ 366.50 -,-,- - __ ____ - 49.10- ___ ____ - - - __ __ 3.30% ___ __ ,- _ __ _'_ __ 30 ____'___'_____ - 0.013 ________ _____ - 74.70 __'______.________________ M91 ----- ------- ___._____ 0.07 ---------- - - 5.09 __ --- ------ ____'___________ 0.17 OJ2 ___ ----------- 15-22 - --- --,-,----,------------------,---, - --1 ­_­­___ C17 _________­___ I----- C16 I---- __ ____ - ------ - 0.54 .- _­__ - ­____­ ­ O.,60 __ " - _'__ - � - - 032 __ __ ___.'__'___ 032 ___ __ - - - - _____ 5M '___ ____ _ _____ - - 6.64 ____'_________ Z12 ________ ___ _____ __ - _____ __ - - � _ _'_ � 2�112 ____ ---,--- _ ______ - __ - - ---- � _ _'_'____ ___ ---,-,----- - __ __ - __ 73.86 __ _._____________ --,---- _____ _____ 0.50% _________ ___ '______________. - ___ - __ 15 - ___ - .- _ _ 0.013 ------------,-- __ _____ ____ __ _____________'____ 4.58 ----,------��-----�-----------�-,-------.--,-�---------.---------,-----,----,--- ____ __ 3.60 ___ - ______ 0.34 __ - _____ __ 534 __ ___ _ OA6 .--�,-.,---�-----,-"---------.--�--� - - __ __ OM ------- - - __ ___ 3.74 __'____________ ____'____' _ ___ - - - - _____'___________ 1-�---�,------,---�---�-----------�-- CI 6 C15 --------------- 0.59 ______ ------ � ------- ----�,----------�---,-.-,---.--�,-"---- 0.60 0.35 0.67 ___ ------ �.-----.--.------,-----.-�----,--�---, 5.34 6,55 ___________ 229 __ _ ----�---,----,.----,---,-,-----�--- - 4.39 -------- --------------,- ____________.___ .73 O�52% ___ ___'_______ __ __ --- 18 ----- - -----------,----------,---,--"-,-----, 0.013 7.63 -�-----,----,.--,"---,�---,-------- 4.46 0.93 -___-_--_ 627 --,-,--,----",-----,----,-,------,--------, 0.58 I iO3 4.32 --�-.--..,----,----"--------�-- � __ ____ __ __ - C15 ______________.___ C14 __'_'_____________ 0.56 __ ----,---- OM _ - __ ______ '' 0.34 ____ ______'__ 1 �01 ___________ 6.27 _'____'___ ----------., 6.30 _____.___-__1__ 2.14 __­____ ------- - 11-----.,---,-,,-----.,--�,-------.---.,�-"---..--,--,---,---- 6.36 � _____ - __ 71.59 ___­___­___________ 0.56% ----,------------ 18 I— � -------- I 0.013 ---�--��,-------"------�------�� 7.87 --- _______ 4.95 - ____ ---------- - - -, O�24 __ ---1 ______ 6.51 - ------ --------- 0.81 ___ _____ - - - 1.11 - ___ ____ ___ 4.46 _____ _____ -_ --- - -1 ---- -- - ____ -_ - I _ ---- ------- - - ___________'___________ C14 C13 --_------­­--- 0.55 -_________-_______1________ 0.60 --- 0.33 ---- ___-__--------- 1.34 6.51 ___ _'______________ _ 6.24 ______ _____ 2.06 __ ____ -------- ____ - _­__ __ _­__ 8.36 ___ � � ------ ------------ 439.40 438.15 __'__ 244.65 ___ ---------- 0.51% ----,-------- __ 24 ------,-,-------�-----�--------,----------,--,-, 0.013 'I 621 _______r________ 5.116 _________ 039 --------. __ __[ 730 ----------- J- 0.52 ----------- , 11 M [__ __ ______ 5� 1 6 - --- _____ ___ 1 i _________________ I ­ --------- � ----- C13 ­­­ ­-__- C12 -- I_ - ____ - _____ C12 __ ___ - __ ___ - - C11 __ _­_ - ----- --- _____ 0.15 ­ - ­ -1 ------- - __._______.1._____1__ - ______­ --- __-- 0.65 __ - -----------------,---�--,--------,-,--,--,---------------,---,------ 0.10 __ ____.'_____ - 1.54 ------------- 1.89 7.30 ______'_____ ______..________'______' 7.58 6.02 5.95 ________________ 0.60 _­ ---- ­_­­­______ - _________ ------- - ------ _________ - __ - ___ 9.27 ___ ____________ 11.24 ------------- - ------ -----,---- 437.30 ---------,-- ___________ _ 436�60 96.78 ____'____________ _1____03_1_%________24__ 86.60 I 0�67% L__------------- 24 O�0-13 1 I 0.01-3 --- � . 111 8,59 I I - - ---- 2039 1 5.'2 I 0 ----�.--.,--�-�-.------L.-------- &60 [ 0 . 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NUINISER: , -`1_ in /-!- Aq I ", '�_ 1, �1 11 ; - � �- �4 I Y � � � - = �11 "I " W, i '�"' L i �___��_ __1 I , � 11 11 v��________________ -------- ___________/ ��� =n' �__ �' - - �� _"' � - -, 'r E � , , � I " f P1 "l' ��j � T -, � � FF�� I - VM7S, , " - I .1 � " �'f ' ,, ", ;"' � 'r Ili- � -P , --1, 1_5 -, = 11-=2 J -I � " r - �_'� I'll , -1 �� 11, "I 'l'. , - - l] 11 � 1i __Z'_�' G G � N 9 -a a 1 14- G � t I I �� - � � � z Fr� . vU - -1 LL i" I" EtJ_ '�� �-` � " 2 � A K �L_51_ E3 f�51J' � R 29-011'� , " - - __ " -, U ___1 "i'di - i 11iAR_�_1'__M,11_1_' 1N___33V.11ZG1VJ', 5C�,J'--b i I - "D � � - ' ( � ', " '� _j�3�7j � � I - . , 'J, -1 - , I 3-' 9­'V�: 1 - �­i a - , -1-1, � � i � ' � '- f I - _:; 1 1 '3;�: "IE-:Mj) 3" _032i I � ll - � V @Jjc�'Wqj- mpcadllf� , - �) --1 �­_"_ ".1 �14 I , - - , '_ t1t lr_�_ � � _1 04 - " "'i 4 ��" RV�OJJ '11i`_ UGEiPt __ __�� P" - ­ i ir'. 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DVVG PRINTED BY: DREARDON 10.30.18@)12:30PM LAST SAVED BY: MGIBSON Inlet BY DA C I Q Qb Qt S Sx n T W Sw On Grade Inlets Only aJ fi _ when PTY. II4PPP Sag Inlets Only Remarks No. Type Length Drain Runoff Inten Incr. Carry Accum. Gutter Pvrnt Spread Gutter W Gutter Sw Eo a S'w Se=Sx Lt,Comp. L,Spec L E Qi Qb Dain Q! Ts Area Coeff- -sity Flow -over Flow Slope Cross On Width I Cross (App. = a 1 + S'w Length -ified > L<L I Eff. lnt'x R, y P, 8 a a in Inft Dept -h I I Spread rr icient Flow Slope Grade T Slope Sx 9C-8) (12W) (Eo) (9C-17) Length Lt (9C.18) Flow Flow Str. Flow Fi III h In Sag (ft) (acres) (In/hr) (cfs) (cfs) (cfs) N N (ft) (ft) N (in) > (ft) (ft) II (cfs) (cfs) (cfs) (ft) (ft) (ft) rrevP11 3 Inlet Inlet DA C I Q Qb Qt S Sx n T W Sw On Grade Sag Inlets Remarks No. Type Len 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 Area ------- -------- Coeff- -city Flow -over Flow Slope Cross On Width Cross (App. ------- - --- --------- ------ a + S'w Length -ified Eff. Int'x Byp, Stream Int'x Depth I Spread --------------- icient Flow Slope Grade T Slope -------- Sx 9C-8) {12W) (Eo) (9C-1?} Length Lt ------ (9C-18) Flow Flow ;r� HOW (ft) (acres) (in/hr) (cfs) (cfs) (cfs} (ft) (in) (cfs) A02 - ----- --- ---- Curb DI -3C 10 LT - -----_---- 0.19 -- - ---- ------- 0.90 4.00 0.63 - ---- --- 1.19 0.50 2.00 0.015 5.11 2.00 0.39 8,33 3.52 - ------- 1.19 - -- 0.11 ------- - --- 0446 0.25 1.36 ------ In Sag RT 0.14 0.90 0.51 0.75 3,48 0. 51 8 --------- - - ------- ---- - ----- - A03 Curb DI -3B 6 --------- --------------- 0.32 0.90 4.00 1.14 1.14 1.40 2.00 0.015 5.11 2.00 - -- ---- 039 - --------- 8.33 ------_---- ------ 4.17 ------ ---- --- 0.88 3.52 14.66 14.94 - 6.8 --- ---- 6 0.88 0.98 111 OM On Grade A04 Curb DI -36 6 ------- -------- 0.62 ---- ------ 0.60 4.00 1.49 - ---------- ---- 1.49 2.00 2.00 0.015 5.44 2.00 0.37 8.33 4.17 -- ----- 0.86 3.52 14.66 14.62 8.6 6 0.69 0.88 1.31 0.13 --------------- --- On Grade A05 Curb DI -313 8 0.50 0.65 4.00 1.30 1.30 9.74 2.00 0.015 2.34 2.00 0.35 8.33 4.17 1 M 3.52 14.66 16.65 12.1 8 0.66 0.86 1.11 0.19 -- - ------- On Grade A06 Curb DI -31B 10 0.10 0.80 4.00 0,32 0.32 8.30 2.00 U15 1.27 2.00 1.58 8.33 4.17 1.00 3,52 14M '16.66 - ------ - _-_ - --- 6A 10 1.56 ------ 1.00 --------- 032 ------ ----- ----- Cr Grade ----------- A30 Curb DI -313 6 0.23 0.90 4.00 082 0.82 2.00 2.00 ---- 0.015 ------ -- -------- 3.42 2.00 0.58 8.33 4A7 0.98 3,52 14.66 16.31 ------- 63 6 0,95 1.00 ------- 0.82 On Grade A31 Curb DI -31B 6 0.34 0.90 4.00 1.24 - ------ ---- 1.24 3.50 2.00 ---------- 0.015 3.86 ---------- 2.00 0.52 8.33 4.17 0.96 ---------- 3.52 14.66 16.04 ------- 8.9 ------- 6 0.67 0.86 1.07 ---- -- ---- 0.17 On Grade A51 --- - -- ---- Curb DI -313 6 0.19 0.85 4.00 0.65 0.65 1.00 2.00 0.015 3.78 - ------------ 2.00 -------- 0.53 8.33 4.17 0.96 3.52 14.66 - ---- ---- 16.09 --- 4.7 6 1.29 1.00 0.65 ------- On Grade A61 Curb DI -313 6 0.14 ---------- -- - 0.85 ---- 4.00 0.48 0.48 ----- 3.40 -- 2.00 0.015 1.74 2.00 1.15 8.33 4.17 1.00 3.52 14.66 M66 5.8 6 1.03 ------ - -- 1.00 0.48 ------ - ---------- On G"Irade --------- - - B03 Curb DI -3B 6 0.33 0.90 4.00 1.19 1.19 2.55 2.00 0.015 4.26 2.00 0.47 8.33 4.17 - ---------- 0.94 3.52 14.66 15.72 - --- --- 8.1 6 0.74 0.91 1.09 U0 On Grade 604 Curb DI -3B 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 -3E3 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 DI -3C --- - - ----- 10 LT 0.14 0.90 -- --------- 4.00 0.52 0.94 - --- ---- Mo 2.00 0.0115 - ------- 4.18 2.00 0.43 8.33 ------ 3.52 ------- ------ 0,94 0A0 OA6 U'l 1.16 --------- In Baa RT 0.12 q.90 0.42U0 3.53 0.57 B31 Curb DI -3B 6 -------- - 0.09 0.90 ------- 4.00 - -------------- 0.32 0.32 2.75 -- - ------- 2.00 0.015 - -------- 1.56 - --- 2.00 --- - ------- -------------- 1.28 ----- 8.33 4.17 1.00 3.52 - ----- 14.66 16.66 4.6 6 1.30 1.00 - -------- --- -- ----- ---- 0.32 --- - On Grade B32 - --- -------- ____ Curb DI -313 ---- -- ------ ----- - ----- 6 -------- - ------- 0.09 ------- - _- 0.40 4.00 ---- --- 0.15 -------- 0.15 1.25 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 641 Curb DI -313 6 - ------- ----- 0.24 0.85 4.00 0.82 0.82 1.20 2.00 0.015 4.25 2.00 0.47 8.33 4.17 0.94 152 14.66 15,73 5.5 6 1.09 --- 1.00 -------- 0.82 - ----- -- -- -_-- ----------- On Grade B51 Curb DI -3E3 6 0,19 0.85 4.00 0.65 0.50 2.00 0.015 4.95 2,00 - - ----------- 0.40 8.33 4.17 U9 3.52 'I 4,66 15:1 1 3�9 6 1.52 ------- 1.00 0,65 -- ---- On Grade 0.65 C04 Comb DI -213 6 0.19 0.60 4.00 0.46 0.46 7.75 2.00 0.015 1.47 2.00 1.36 8.33 4.17 1.00 3.52 14.66 16.66 7.3 6 0.82 0.96 0.44 OM On Grade C05 Comb DI -213 6 0.15 0.65 4.00 0.39 0.39 5.75 2.00 0.015 1.46 2.00 1.37 8.33 4.17 1.00 3.52 14.66 16.66 6.2 6 0.96 1.00 0.39 On Grade C06 Curb DI -38 6 0,39 0,60 4.00 0.94 0:94 2.00 2.00 0.015 3.86 2.00 0.52 833 4.17 OM 3.52 14.66 16.04 6.7 6 0.89 0.98 0.92 0.02 On Grade C07 - --- ---------- Comb DI -213 6 0.26 0.65 4M 0.68 M8 2.00 2.00 0.015 2.79 2.00 0.72 8.33 4.17 OM 3.52 ---- 14.66 ----- 16.58 ------- 5.8 6 1.04 1.00 OM -------- 6 f -r- n C08 Comb DI -2B 6 0.12 M5 4.00 031 0.31 5.00 2.00 0.015 1.38 2.00 1.45 8.33 4.17 -------- -- 1.00 3.52 14M16.66 ------ ------ ----------- 5.5 6 1.10 1.00 0,31 - ---- -------- On Grads C09 Curb DI -3B 6 -------- ----- 0.18 0.60 4.00 0.43 0.43 3.00 2.00 0.015 1.72 2.00 1.16 8.33 4.17 1.00 3.52 14.66 16.66 5.4 6 1.12 1.00 0.43 On Grade C10 Comb DI -213 6 0.43 ------------- 0.60 4.00 1.03 1.03 2.00 2.00 0.015 4.18 2.00 0.48 8.33 4.17 0.94 3.52 14.66 15.79 7.1 6 0.85 0.97 1.00 0.03 --------- -- On Grade C11 Comb DI -213 6 0.12 0.65 4.00 0.31 0.31 2.00 2.00 0.015 1.64 2.00 1.22 8.33 4.17 1.00 3.52 14.66 16.66 4.1 6 1.45 1.00 0.31 On Grade C13 Comb DI -213 6 0.15 0.65 4.00 039 039 1.00 2.00 0:015 2.13 2.00 0.94 8.33 4.17 1.00 3.52 14.66 16.66 3.7 6 1.62 1.00 0.39 On Grade C14 Comb DI -28 6 0.55 0.60 ------------ -- 4M 1.32 1.32 0.50 2.00 0.015 7.56 2000 0.26 8.33 4.17 0.72 3.52 --------- 14.66 - 12.51 5.9 6 --------- 1.01 1.00 1.32 - - --- - ----------- On Grade C15 Comb DI -213 6 0.56 0.60 4M 1.34 1.34 1.00 2.00 0.015 6.31 2.00 0.32 _-- - ---- 8.33 4.17 0.80 3.52 14.66 13.73 7.0 6 0.86 0.97 1.30 0.04 ----- -_ - On Grade C16 Comb DI -2C - --- - 6 0.59 0.60 4.00 1.42 1.42 1.00 2.00 U1 5 6.50 2.00 0.31 8.33 4.17 0.79 3.52 14.66 '13.54 7.2 6 0.83 0.96 1.36 0.06 On Grade C17 ---------- Curb DI -3,C 6 0.54 0.60 4.00 1.30 1.30 0.50 2.00 0.015 7.48 2.00 ------- 0.27 8.33 4.17 0.72 3.52 14.66 12.58 5�9 6 - ------ 1.02 1.00 1,30 - -------- -- On Grade ------- C20 Curb DI -313 8 0.18 0.60 4.00 0.43 0.43 1.00 2.00 0.015 --- 2.46 --- ----- 2.00 -- 0,81 ---- ----- 8.33 4.17 1,00 3.52 14.66 16.64 3.9 --- 8 --------- - 2.07 1.00 0.43 - ------ - -------- On Grade C30 Curb DI -313 6 0.13 0.65 4M 0.34 0.34 5.85 Z00 0.015 1.38 2.00 1,45 8.33 4.17 1.00 3.52 14.66 16.66 5.9 6 ----- 1:0°1 1,00 0.34 On Grade ------ ------ C31 Curb DI -313 6 0.06 - -------- 0.65 4.00 0.16 0.16 4.45 2.00 0.015 1.09 2.00 1.84 8.33 4.17 1.00 3.52 14.66 ------- 16.66 3.9 ------- 6 1.52 1.00 0 16 On Grade - -- _-------- - ------- -------- - ------ ----- -- . ..... - -- ----- C32 Curb DI -313 6 0.28 0.60 4.00 0.67 0.67 4.00 2.00 0.015 1.92 2.00 1.04 8.33 4.17 1.00 3.52 14.66 16.66 7.0 6 0.35 0.97 0.65 Or Grade C40 Curb DI -313 6 0A3 0.65 4.00 - ------ ---- 0.34 - - - ------- 0.34 145 2.00 0.015 1.53 2.00 1.31 8,33 4.17 1.00 3.52 ---- - -- 14.66 16.66 5.0 6 0.34 - ------- - ---- On Grade 1.19 1.00 C41 Curb DI -313 6 0.06 0.90 4.00 0.23 0.23 -- - 2.00 - --------- 2.00 ----------- 0.015 -- - ----- 1.46 Z00 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 -313 ----------------- 6 0.16 0.70 4.00 5 0:45- ----- 0.45 -- --- 2.00 ------ -- 2,00 0.015 1.88 100 1.06 8.33 4.17 i,00 3.52 14.66 16.66 4.8 6 1.24 'I M - ----- - 0.45 -- ----- On Grade C43 Curb DI -313 6 0.38 0.65 4.00 0.99 ------------- 0.99 ---- - 0.50 2.00 0.015 6.46 2.00 0.31 8.33 4.17 0.79 3.52 14.66 13.59 5.0 6 1.20 1.00 0.99 - ---- -- On Grade C50 Curb DI -313 6 0.12 -------- ------- 0.65 - 4.00 --------------- - __- 0.31 --------- 0.31 8.25 2.00 ------- 0.015 _ -- - 1.26 2.00 --------------- - - -------- 1.59 8.33 4.17 1.00 ------- 3.52 14.66 ------ ­­­­­ 16.66 ------- 6.3 _ 6 ----- 0.95 0.99 --------- 031 ------ ------------- On Grade ---- --------------- C60 Comb DI -213 6 0.14 0.65 4.00 0.36 ----- --- --------- 0.36 1 M Z00 0.015 1.98 2.00 1 �01 8.33 4.17 1.00 3.52 14.66 16.66 ------ 3.6 6 1.67 1.00 0.36 - --------- ---- - --- ------------- -- On Grade C61 Curb DI -313 6 0A5 0.65 4.00 --- - ------- 0.39 039 - ------ 1.00 2.00 0.015 2,13 100 ------------- - 0,94 &33 4.17 1.00 3.52 14.66 16,66 ------- 3.7 - ----- 6 1.62 1.00 0.39 ------- On Grade C70 Curb DI -313 6 0.12 0.65 4.00 0.31 0.31 1.00 2.00 0.015 1.87 2.00 1.07 8.33 4.17 1.00 3.52 14.66 16.66 - ---- ------ 3.4 6 1.78 -- 1.00 ------ 0.31 . .. ... ------- - -- - On Grade C71 Curb DI -38 6 0.12 0.65 4.00 ----- ----- 0.31 - 0.31 1.00 2.00 0.015 'I.87 2.00 1.07 8.33 4.17 ------- 1.00 3.52 14.66 16.66 3.4 6 1.78 -- ---- 1.00 - 0.31 -------- - On rade C80 Curb DI -313 6 - --------- - OA5 0.65 4.00 --- 039 -- ----- --- 0.39 1,00 2.00 0.015 2.13 2.00 M4 -- --------- 8.33 4.17 1,00 - ---- ---- 3.52 14.66 M66 33 6 1.62 ------- 1.00 0.39 ------ --- --- -- ------ ---- ---- On Grde D02 Curb DI -313 8 0.60 0.60 4.00 1.44 1.44 10.00 2.00 0.015 Z63 2.00 ---- ------ 0.76 8.33 -- 4.17 - -------------- - 1.00 3.52 14.66 16.61 12.8 -- ------------------- 8 0.63 -- ------- -- 0.83 1.19 0.25 On Grade D05 Comb DI -213 6 0.13 0.65 4.00 0.34 0.34 9.50 2.00 0.015 1.26 2.00 1.58 8.33 4.17 1.00 3.52 14.66 16.66 6.8 6 0.88 0.98 0.33 0.01 ---- ------ - ----- --- --_D05 On Grade D06 Comb DI -213 6 0.16 0.65 4.00 0.42 0.42 9.50 2.00 0.015 1.37 2.00 1.47 8.33 4.17 1.00 3.52 14.66 16.66 7.5 6 0.80 0.95 0.39 0.03 On Grade D07 Curb DI -313 6 U5 0.60 4,00 0.60 0.60 10.00 2.00 0.015 1.55 2M 1.29 &33 4.17 1.00 3.52 14.66 M66 8.8 6 OM 0.87 0.52 0.08 On Grade 1008 - ----- --- Curb DI -313 ------- - 6 0.15 0.70 4.00 0.42 ------------- --- - -- OA2 10.00 Z00 0.015 1.36 2.00 1,47 ------- 8.33 4.17 1.00 3.52 14.66 16.66 7.6 6 __ ----- 0.79 0.94 0.39 - --------- 0.03 - - ----- - - - ------ On Grade D09 Curb DI -313 ---- ------- 6 0.24 0.60 4.00 0.58 0.58 9.50 2.00 0.015 1.54 2.00 1.30 8.33 4.17 1.00 3.52 14.66 8.6 ------- 6 0.70 0.89 0.51 0.07 On Grade - -- ---------- 16.66 H 11 5W1 52000\DRAVVI NGSXPLAN SETS\SECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDSW1 62000SM3. DVVG PRINTED BY: DREARDON 10.30.18@)12:30PM LAST SAVED BY: MGIBSON REV n. BY aJ fi _ when PTY. II4PPP )UNTY VDOT 5 PER RTY ,.TY G 11 R E I 'F, > L<L rr rr El Fi III ILOL, > II REV n. BY aJ fi _ when PTY. II4PPP )UNTY VDOT 5 PER RTY ,.TY G 11 R E I UIRTY a. 3 Li r3 `fir V R 10 I N i A 92 f a 6 2 -Z"9 -450O 0 11 COMPUTATION I HA15\V152000\DRAVANGS\P1_AN SETSXSECTION I\ROAD IMPROVEMENT PLAN -POLO GROUNDS\VI52000SM3.DWG PRINTED BY: DREARDON 10.30.18@12:30PM LAST SAVED BY: NIGIBSON DRAINAGE X DIVIDES MATRIX 10 YEAR HGL COMPUTATIONS rrom_ T) ra i n RAnoff L4 Structure Outlet Do Qo Lo Sfo Hf Final Inlet Flow Inlet Pre -Cast Junction Remarks PO] n t Area caaff� No. WSE JUNCTION LOSS H WSE Line Shaping Structure Loss (acres) C < 6 < II(in) Vo Ho Qi vi Qi - vi Vi'2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht Elev. Reduction �M�v '13 <> 0.33 A02 0.90 A02 351.83 48 18739 67.41 1.70% 1.15 23.76 2.19 73.00 15.78 1151.96 3.87 1.35 84 0.68 2.62 6.16 3.08 4.23 356.06 357.90 Yes Yes Yes 1 ----- - ------ - ------ - --- ---------- - ------------ A03 0.32 0.90 1 A03 356.06 18 6.63 136.95 0.40% 0.55 8.22 0.26 5.06 4.88 24.68 0.37 0.13 10 0.06 0.02 0.41 0.54 0.27 0.81 356.87 359.95 Yes Yes Yes 5� A04 0.62 0.60 A04 356.87 18 5.06 261.50 0.23% 0.61 4.88 0.09 4.14 11.10 0.27 0.09 10 0.07 0.02 0.20 0.26 0.13 0.74 357.61 363.19 Yes Yes Yes < IA05 ----- A05 - - ---- 357.61 15 2.68 62.01 0.17% 0.11 4.14 O�07 0.53 2.52 1.34 0.10 0.03 50 0.47 O�05 0.15 0�19 0.10 0.20 357.82 363.19 Yes Yes Yes 0,50 O.G5 Am 357�82 15 O�53 47.16 0.01% 0.00 Z52 0.02 ---------- O�02 0.03 0.02 O�02 357.83 363.04 -- - ---- -------- Yes ------- Yes ---- Yes AC 6 o 0,8o < -r � �� b - �'� �' L� <, - ----- ---------- _'. , " A30 0.23 0.90 5 A30 356.06 15 3.37 ----- ------ -------------- IEt '0 Uj 0' A31 0.34 0.90 166.41 0.27% 0.45 7.76 0.23 2.06 6.38 13.14 0.63 0.22 12 0.08 0.05 0.51 0.66 0.33 0.78 Yes Yes Yes A40 A31 357.01 15 2.06 229.65 0.10% 4.57 6.38 0.16 0.16 0.21 0.10 4.67 361.68 366.08 Yes Yes Yes A51 0.19 -------- ------ - - -------- -- 0.85 bE A52 A40 351.92 48 73.00 20.38 0.26% 0.05 15.78 0.97 0.97 1.02 352.94 ---------- -------- 2 A51 356.94 24 7�79 45.05 0.12% 2.61 14.13 O�78 6.73 13.14 88.45 2.68 0.94 0.00 1.71 0.86 3.47 360.41 364.00 Yes Yes Yes ED --------- --- --- - ---- - ----------- B02 < A52 361.25 24 6.73 21.12 0.09% 0.25 13.14 0.67 0.67 0.92 362.17 - ---------- B03 0.33 0.90 - -- - _ -- ------------- B04 0.15 0.90 A61 361.23 30 27.69 36.93 0.46% 1.17 20.14 1.58 26.89 19.32 519.63 5.80 2.03 0.00 3.61 1.80 2.97 364�20 371.25 Yes Yes Yes - ----- -------- A62 26.89 22.64 0.43% ----- 0.10 -- 19.32 1 A5 805 0.15 0.90 1.45 1 �55 366.05 T 620 0.26 0.90 ---- --- ---- ----------- I------- ------- -------- 6311--_ 0.09 0-90 355.00 Yes B02 344.00 15 5.25 45.73 O�66% 0.30 5.49 0.12 3.74 5�94 22.23 0�55 0.19 90 010 0.38 0.69 0.35 0.65 344.65 Yes Yes 3 8 ----- --------- - R 0.09 0.40 PTY f B03 344.65 15 3.74 112.76 0.34% 0.38 5.94 0.14 1.79 5.58 9.98 0.48 0.17 59 0.74 0.37 0.75 345.40 351.15 Yes Yes Yes Y B04 346.02 15 1.79 68.97 0.08% 0.38 5.58 0.12 0.93 8.26 --- - 7.68 --- 1.06 0.37 56 0.52 0.55 1.04 1.35 0.68 1.06 347.08 354.30 Yes Yes Yes B41 0.24 O�85 RTY B42 B05 347.50 15 0.93 38.44 0.02% 2.84 8.26 0.27 0.27 0.34 0.17 3.02 350.52 ____ 354.60 Yes Yes Yes :::EVISIOf 8 PE ----- -- S D RTY - ----- - -------- B51 0.19 0�851 COUNITY - - - - - - V *� S 0 N S P B52 4 1 1 0 1 8 B20 344�65 15 1.59 57.48 0.06% 0.03 3.38 0.04 0.04 0.06 0.03 0.06 344.71 348.89 Yes Yes Yes PER ------ C04 0�19 0�60 ------- -- ----- 0 5 0_15 0.65 347.00 15 0.76 96.13 0.01% 2.67 5.55 0.12 0.27 3.75 1.01 0.22 0.08 38 0.36 0.08 0.28 0.36 0.18 2.85 349.85 355.50 Yes Yes Yes IB31 RTY - ----- B32 350.77 15 0.27 227.68 0.00% 8.51 3.75 0.05 ------- - -- ---- - --------- 0.05 0.07 0.04 8.55 359.32 362.78 Yes Yes Yes C06 039 0.60 7 I-------- C07 0.26 0.65 III------ C08 OA2 0.65 B41 36Z58 30 28.22 38.68 0.47% O�77 19.04 1.41 26.89 21.21 570.34 6.99 2.45 0.00 3,86 1,93 2.70 365.28 368.12 Yes Yes Yes - ----- C09 0.18 0.60 B42 365.45 30 26.89 17.85 0.43% 0.08 21.21 1.75 1.75 1.82 367.27 ---- -- - -------- C10 0.43 0�60 - ----------- ---- ------ - --- - - ------ _ ------- - ----- C11 O�12 0.65 B51 368.31 30 12.41 49.10 0.09% 0.04 10.91 0.46 11.35 17.45 198.01 4.73 1.66 0.00 2.12 --- ----- --- ---- --- 1.06 1.10 369.41 375.84 Yes Yes --------_----- Yes ----- ------- C 2 B52 373.10 30 11.35 18.43 0.08% 0.40 17.45 1.18 1.18 1.58 374.68 ------ --- - --- 01 3 0.1 5 0.6 5 C1 4 0.55 0.60 C04 407.95 36 21.86 46�08 0,11% O�05 7.58 0.22 20.93 6.91 144,65 0.74 0.26 90 0.70 0.52 1.00 0.50 0.55 Yes Yes Yes 8 E LOVV ------- - ........ C15 0.56 0.60 C05 408.50 36 20.93 111.89 O�10% 0.11 6�91 0.19 18.85 9.45 178�06 1.39 0.49 90 0.70 0.97 1.64 0.82 0.93 Yes Yes Yes ""'ALL 1 C06 418.65 30 18�85 43�66 0,21% 0.09 9A5 0.35 17.68 9,28 164�16 -------- 1.34 ----- 0.47 - _- -- ----- 72 0.62 0.83 1.65 0.82 0.92 Yes Yes Yes C16 0.59 Ot60 B E 0 7i i y 0 Ui D_ G ------- ----- --- ---- . ...... C17 0.54 0.60 C07 420.75 30 17.68 66.25 0.19% 0.12 9.28 0.33 16.97 9.66 163.98 1.45 0.51 28 0.26 0.37 1.21 0.61 0.73 421.48 427.63 Yes Yes Yes - --------- ----- -------- - ----- ------ ------ __ __ C20 018 0.60 C08 16.97 180.08 0.17% 1.10 9.66 0.36 13.74 8.84 121.48 1.21 0.43 90 0.70 0.85 1.64 0.82 1.92 426.57 438.54 Yes Yes Yes ------ P? MDVE ____ - ------ ___ - C30 C09 13.74 41.89 0.37% 0.15 8.84 0.30 13.22 7.38 97.57 0.85 0.30 75 0.64 0.54 1.14 0.57 0.72 434.57 441.01 Yes Yes Yes - ------- - --------------- C10 C11 434.60 435.35 24 24 13�22 12.07 66.25 273,50 O�34% -- ----- 0.23% O�23 1.15 7.38 7.24 0.21 0.20 12,07 11.24 7.24 6.60 87.39 74.13 0.81 0,68 0.29 0.24 25 90 0.22 0.70 O�18 OA7 0.68 O�91 0.34 0.46 O�56 1 �61 435A6 -------- 442,53 Yes - - - -------- Yes Yes Yes Yes Yes 0 3 0.06 0.65 - ------------------- --------- -- C32 0.28 0�60 E E IN - - -- -------------- C40 0.13 0.65 CHECKED C12 438�20 24 1 1 24 86.60 0.25% 0.21 6�60 0.17 9.27 5,82 53�92 O�53 0.18 90 0.70 0.37 O�72 0316 O�57 438.77 45115 Yes Yes Yes - ----- --------- RTY --------- __ C41 0.06 0.90 C13 439.00 24 9.27 96.78 0.17% 0.16 5.82 0.13 8.36 5.16 43.15 0.41 0.14 90 0.28 OA5 439.45 450.81 Yes Yes Yes S C C42 0.16 O�70 C D C14 439.75 24 8.36 244.65 0.14% 0.33 5.16 0.10 6.36 4.95 31.51 0.38 0.13 90 0.66 0.33 0.66 440.41 448.23 Yes - ------------_ ---------- Yes Yes ----- ----- - _ ----------- ------- ------- - 0.38 0�65 C15 440.70 18 6.36 71.59 - --------- 0.37% --- 0.26 ------ - -- 4.95 0.10 4.39 4.46 19.56 0.31 0.11 90 0.70 0.22 0.42 - 0.55 -- ---- ------ 0.27 --- 0.54 441.24 448.23 Yes Yes Yes A T 01 2 6 5 '18 441.24 4.39 247.73 O�17% 0.43 4.46 O�08 2.12 3�60 7.63 0.20 0.07 90 0.70 0,14 0.29 0,38 0.19 0.62 441 �86 446.04 Yes Yes Yes tC16 T C60 0.14 0�65 C'l 7 442.40 15 2.12 73.86 0.11% 0.08 3�60 0.05 0.05 0.07 0.03 011 Yes Yes Yes ------ ------- -------- - ------ --------- C611 O�15 0.65 P "T - ------- --- --------------- ------- ------- ------- C70 0.12 0.65 C20 408.50 15 0.73 53.79 0.01% 0.01 2.80 0.03 0.03 0.04 0.02 0.03 408.53 412.66 Yes Yes Yes ------- ---- -- --------- C71 0.12 0.65 P 0 T 0 C30 415.35 15 1.89 53.85 0.09% 0.05 4.24 0.07 1.38 4.84 6.67 0.36 0.13 45 0.43 0.15 0.35 0.46 0.23 0.27 415.62 421.75 ---- - ----- Yes Yes Yes C80 O�15 O�65 -- ------- - ___ --- - ---- 418.40 15 1.38 39,89 0.05% 0.02 4.84 0.09 1.13 4.38 -------- ----- 4.95 0.30 0.10 45 OA3 0.13 032 0.16 OA8 418.58 425.14 Yes Yes Yes DO a .60 T IC31 L C32 419.10 15 1.13 --- - ------ 61.22 O�03% 0.02 4.38 OX --- - -- ------- 0.07 �0.10 0.05 0.07 419.17 ------- 427.66 Yes Yes - ---- - Yes - ------ r_ I0 T TR ------- --------- ------ - - ----- ------ --- --- D04 SITE - ------ ------------ D05 0.13 0.65 TWAL RD C40 433.72 15 3.27 53.79 0.26% 0.14 5.25 0.11 2.76 6.24 17.23 0.61 0.21 50 0.47 0.28 0.60 0.30 0.44 434.16 438.60 Yes Yes Yes ------- ------ D ROUTE - ----- ------ ------- ----- - ------ D06 0.16 0.65 C41 434.37 15 2.76 37.79 0.18% 0.07 6.24 0.15 2.38 5.16 12.29 0.41 0.15 40 0.38 0.16 0.45 0.23 0.30 434.67 440.53 Yes Yes Yes 0 G R f0 1 D R 0 A D ------ ------ ------ ------- D07 0.25 0.60 C42 2.38 34.00 0.14% 0.05 5.16 0.10 1.66 5.34 8.87 0.44 0.16 45 0.43 0.19 0.45 0.58 0.29 0.34 Yes Yes Yes ----------- C43 437.75 15 1.66 35.24 0.07% 0.02 - -- -------- 5.34 ------- 0.11 - - -------- OAI 0.14 0.07 0.10 437.85 442,51 Yes - ------- Yes Yes D08 0.70 --- ---- ------- --------- - -- ----- DO?, 024 0,60 - - - - - - - - - - - - - - - - - - - T11 C50 442,50 I 5 O�53 45.79 0.01% 0.00 118 0.04 0.04 0.05 0.03 0.03 442.53 450.36 Yes Yes Yes ij --- ------------- ---- - - - - - - - - -- ----------------- - --- ---- - - - - - - - - --- -------- - - - - - - - RIP -RAP OUTFALL COMPUTATIONS C60 443.20 --- ---------- - 15 1.25 140.36 -- 0.04% ---- 0.52 4.10 0.07 0.66 3.24 ----- 2.14 --- 0.16 - ------ ----- - 0.06 90 0.70 0.11 -------- 0.24 0.31 0.15 0.67 4 Yes Yes Yes Outfall Q Do, Pipe Tailwater La, Apron Apron Width d5o Rip -Rap Rip -Rap C61 444.82 15 0.66 61.82 0.01% 0.01 3.24 0.04 0.04 0.05 0.03 0.03 Yes Yes Yes Diameter Condition Length Upstream Downstream Depth Class - - -------- - ---- ----- - ------ ------------ -------------- ------ - -_------ --- -- --- --------- ----------- -------------- (cfs) (in) -IS21 (ft (ft) (ft) (ft) C70 44425 15 1.06 146.21 0.03% 0,25 3.65 0.05 0.53 3�63 1.93 0.21 O�07 90 O�70 0.14 027 0.35 0.17 0.42 444�67 450.52 Yes Yes Yes A01 1 187.39 27 12 311 s A, ----------- ------- C71 445.60 15 0.53 45t79 0.01% 0.00 3.63 0.05 0.05 0.07 0.03 O�04 445.64 451.04 Yes Yes Yes ------- C80 445.00 15 0.66 61.82 0.01% 0.01 3.33 0.04 0.04 0.06 0.03 0.03 445.03 450.85 Yes Yes Yes BOI 5.25 15 Min 8 4 10 0.5 1.1 Class Al ----------------- ---- --------- ----- ---- ------- -- - ------- 24 Min 12 6 14 A50 7.79 0.5 C las s Al 0- D02 376.20 18 6.05 76�84 0.33% 0.25 5.49 0.12 3.03 5.18 15.69 0.42 0.15 75 0.64 0.26 0.53 0.69 0.34 0.60 Yes Yes Yes - --------- D03 376.80 15 3.03 18.08 0.22% 0.04 5.18 0.10 3�07 8.17 25.08 1,04 0.36 35 0.33 0.34 0.81 0.40 0.44 Yes Yes Yes ------- - - - ----- A60 . .... . - ----------- ---- ---- 27.69 30 Min 1 " 8 19 1.2 Class A! D04 378.36 15 3.07 8.17 0.26 3.07 8.59 26.36 1.15 0.40 25 0.22 0.25 0.91 0.46 4.10 382.46 394�92 Yes Yes Yes D05 387.00 15 3.07 24.42 0.23% 0.06 8.59 0.29 1.65 8.24 13.60 1.06 0.37 50 0.47 0.50 1.15 0.58 0.63 387.63 395.58 Yes Yes Yes ----- - --- --- B30 0.7e 1 5 ------ ---- - -------- Min 8 4 10 0�5 Class Al D06 391.00 15 1.65 86,95 0.07% 4.00 8.24 0.26 1.00 4.26 4,26 0.28 0.10 90 0.70 0.20 0.56 0.73 0.36 4.36 Yes Yes Yes e �T_11 7HE --- ----- --- ; E D07 396.49 15 1.00 53.83 0.02% 0.01 4.26 0.07 0.07 0.09 0.05 0.06 396.55 402.82 Yes Yes Yes - ------- - B40 28.22 30 Min 16 ---- ---- -- -- 8 19 0.5 1.2 Class Al STORM --------------- D08 376.80 15 0.73 56.10 0.01% 0.01 2.86 0.03 - -------- ---- -- 0.03 0.04 0.02 O�03 - ------- --------- Yes Yes Yes f T B50 12.41 30 Min 12 8 15 0.5 1.1 t------- ------- Class Al ---- --------- ------ ---------- --------- D09 390.32 15 0.93 53.84 0.02% 0.01 3.65 0.05 0.05 0.07 0.03 0.04 390.37 395.93 Yes Yes Yes C04 20.!93 38 27 9 30 0.8 1-9 A! I- -_T U i 6 ---------- DOI 6.05 18 Min 10 5 12 0.5 1.1 Class Al C81 1.73 24 Min 8 6 10 0.5 1.1 Class Al -_y ------------ I HA15\V152000\DRAVANGS\P1_AN SETSXSECTION I\ROAD IMPROVEMENT PLAN -POLO GROUNDS\VI52000SM3.DWG PRINTED BY: DREARDON 10.30.18@12:30PM LAST SAVED BY: NIGIBSON Culvert Report for AutoiJx*h,0A.WoCAW7 Civil 300, by Atitodesk, ,rjc Culvert B71 TO B70 Invert Elev On (ft) = 344,00 Pipe Length (ft) = 77.95 Slope = 7,70 Invert Elev Up (ft) = 350.00 Rise (in) = 48.0 Shape = CirCUfar Span (in) 48.0 No, Barrels Invert Elev Up (ft) n -Value 0.012 Culvert Type = Circular Concrete Culvert Entrance = Square edge w/headwall (C) Coeff. K,M,G,Y,k 0.0098, 2, 0,0398, 0.67, 0.5 Embankment MO Top Elevation (ft) 356,00 Top Width (ft) = 45.00 Crest Width (ft) = 20.00 Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe {cfs) Qovertop (cfs) Veloc On (ft/s) Veloc Up (ft/s) HGL On (ft) HGL Up (ft) Hw Elev (ft) HwID (ft) Flow Regime k1widlay, Jun 112018 = 60.00 = 60,00 = 0,00 = 5,62 = 7,89 = 347.17 = 35233 353.37 0,84 Inlet Controf NOTE: FLOW THROUGH CULVERT B71 -B70 WAS CALCULATED ASSUMING THE EXISTING PIPE WAS 80% FULL. PEDESTRIAN TUNNEL STORMWATER DRAINAGE NARRATI'VE: EXISTING CONDITIONS: IN THE EXISTING CONDITIONS, ALL RUNOFF IS CONVEYED THROUGH AN EXISTING CHANNEL TO A 72" CMP CULVERT, WHICH DOES NOT HAVE A HEADWALL OR ENDWALL. A HYDRAULIC MODEL OF THE AREA THAT CONTRIBUTES TO THE EXISTING 72" CULVERT WAS CREATED USING HYDRAFLOW HYDROGRAPHS TO GENERATE THE 1, 2 AND 10 YEAR FLOWS AT THE CULVERT. WE THEN USED THE CALCULATED 10 YEAR FLOW OF 667 CFS TO MODEL THE EXISTING CULVERT IN HYDRAFLOW EXPRESS WHICH SHOWS THAT DURING THE 10 YEAR STORM EVENT THE STORMWATER RUNOFF IS OVERTOPPING THE ROADWAY AT A DEPTH OF APPROXIMATELY 1.5'. PROPOSED CONDITIONS: IN THE PROPOSED CONDITION THE EXISTING CULVERT WILL BE UPSIZED TO A DUAL 51X51 BOX CULVERT WHICH CAN ADEQUATELY CONVEY THE 10 YEAR RUNOFF OF 599 CFS WITH A Hw/d VALUE OF 1.34 AT MAXIMUM ELEVATION OF 348.75, WHICH IS 2.751 BELOW THE PROPOSED ROAD GRADE OF ±351.50. HOWEVER, SINCE THE REQUIRED PEDESTRIAN TUNNEL THAT IS LOCATED APPROXIMATELY 110- TO THE EAST OF THE CULVERT HAS AN INVERT ELEVATION OF ±444.60 SOME OF THE 10 YEAR STORMWATER RUNOFF WILL BE CONVEYED THROUGH THE PEDESTRIAN TUNNEL IN THE 10 YEAR STORM EVENT. THIS SITUATION WAS MODELED IN HYDRAFLOW HYDROGRAPHS USING MULTISTAGE CULVERTS AND THE CALCULATED 10 YEAR HEADWATER ELEVATION IS 346.18. THE ASSOCIATED FLOW THROUGH THE DUAL 5'X5' BOX CULVERT AND PEDESTRIAN TUNNEL WITH A HEADWATER ELEVATION OF 406.16 AT 445 CFS AND 154 CFS RESPECTIVELY. BOTH THE ONE AND TWO YEAR STORM EVENTS PASS THROUGH THE DUAL BOX CULVERT WITHOUT ENTERING THE PEDESTRIAN TUNNEL. CULVERT 60 PEDESTRIAN TUNNEL CROSS-SECTION Culvert Report [jyrjrafl0W EY FWSS' Extension [of Autwieski�) AvtoCA0Z,1 Civtl SM byAutodesK inco, Culvert A01 to A40 Invert Elev On (ft) w 348,53 Pipe Length (ft) 67.41 Slope (%) 3J4 Invert Elev Up (ft) = 351A5 Rise (in) = 48,0 Shape = Circular Span (in) = 48,0 No. Barrels Invert Elev Up (ft) n -Value = 0.01 .2 Culvert Type = Circular Concrete Culvert Entrance = Square edge w/headwall (C) Coeff, K,M,c Y,k 0.0098, 2, 0.0398, 0,67, M Embankment MO Top. Elevation (ft) 358,40 Top Width (ft) =n MOD Crest Width (ft) 20.00 Calculations QMin (cfs) Qrnax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc On fts) Veloc Up ((t/s) HGL On (ft) HGL Up (ft) Hw Elev (ft) HwID (ft) Flow Regime Moncay. Juiri 112013 Hydrafflow Expel5 Extension for Abjjooeskni AuzoCAL)10 OVil 3Dr by Aiitodesk, Pipe Length (ft) A60 to A62 Slope (1%) = 0,50 Invert Elev On (ft) 35910 0.00 Pipe Length (ft) = 36,93 73.00 Slope 8,94 (dc+D)12 Invert Elev Up (ft) 362,40 =(1.012 Rise (in) 30,0 Culvert Entrance Shape = Circular 73,00 Span (in) MO 7100 No, Barrels Top Width (ft) = 0.00 n -Value 0.012 = 6,60 Culvert Type = Circular Concrete = 8.51 Culvert Entrance = Square edge w/headwall (C) = 351,92 Coeff. K,M,c,Y,k = OM98, 2, 0M98, 0,67, 0.5 353.73 < < = 355.11 Embankment < = 0,99 Top Elevation (ft) 371,75 Inlet Control Top Width (ft) = 26,00 Crest Width (ft) = 20,00 5ik Hytiraflow Expps,& Extertsion for Autodesk'V AuloCAM'i Civil 301" by Autode6*, loc C82 TO C81 Invert Elev On (ft) = 441.63 Pipe Length (ft) = 142.07 Slope (1%) = 0,50 Invert Elev Up (ft) = 442,34 Rise (in) = 24:O Shape = Circular Span (in) = 24.0 No, Barrels ilwer� Dov 11p aft) n -Value =(1.012 Culvert Type = Circular Concrete Culvert Entrance = Square edge w/headwall (C) Coeff, K,M,c,Y,k = MOM, 2, 0,0398, M7, 0,5 Embankment MO Top Elevation (ft) 448.00 Top Width (ft) = MOO Crest Width (ft) = 24,00 Calculations Ornin (cfs) Qrnax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs,) Veloc Dn (ft/s) Veloc Up (ft/s) HGL On (ft) HGL Up (ft) Hw Elev (ft) HwID (ft) Flow Regime Calculations Qrnin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc On (ft/s) Veloc Up (ftis) HGL On (ft) HGL Up (it) Hw Elev (ft) Hw/D (ft) Flow Regime Mwday, J"n It 20-14 Hyalf -iflvvv T��xpfess EXtut,,s. jo,,i fun A4)1oCAD3 Civil 3QC,,1 AvWdesk, im. REEVISIONS PER Culvert B40 to B42 5,41 0 MpZ� RTY Invert Elev On (ft) m 360,45 = 0,00 Pipe Length (fQ 13 - 26M Slope I f .50 (dc+D)/2 ilwer� Dov 11p aft) = 3,333 - RTY Rise (in) = 30.0 I -SIGNATUORE 7 S nape Circular 26,89 Span (in) MO 26M No. Barrels T = 0,00 n -Value 0.012 = 6,03 Culvert Type = Circular Concrete = 7.25 Culvert Entrance = Square edge w/headwall( C) = 361 M Coeff, K,M,c,Y,k = GjJ398, OE74 oj�') = 364,17 < < = 365A7 tksbankment < = 1,11 Top Eley Sion (ft) = 368.62 Inlet Control Top Width (ft) = 26.00 '--rest Width (it) = 20,00 klondly, Jun V1 2018 Hy(fraCvvv Expr�sS Extemsion RorAutodesKj Aulv)CAQTI', Civil 30Irby Au,,AeIr, hrl-­ REEVISIONS PER A50 to A52 5,41 0 MpZ� RTY Invert Elev On 355.48 = 0,00 Pipe Length. (ft) = 45.05 = 1,73 Slope = 0,03 = (dc+D)/2 Invert Elev Up (ft) = 359.55 RTY Rise (in) = 24.0 I -SIGNATUORE 7 Shape = Circular 1,73 Span (in) = 24.0 1.7a No. Barrels T = Mo n -Value = 0.012 = 036 Culvert Type = Circular Concrete = 3,22 Culvert Entrance = Square edge wtheadwall (C) = 44236 Coeff, 1<,M,c,Y,k = 0.0098, 2, 0M98, 0.67, 0.5 = 44180 < < = 442,95 Embankment < = 0:31 Top Elevation (it) = 364.80 Inlet Control Top Width (ft) = 37.00 Crest Width (ft) = 24,00 -4- 3a MIRSX�i Ve Ali 10 11 � K4, ___1­r­1_.____� ­­_­ sV; ;f9g, FAT" "gg f. 01 4� iE 06, ,M1 - ---------- .. F_ i "r4 -4- 4 110 f.a i_ -.a PROP. GRADE ABOVE SANITARY MAI AM w ALI Hy(fraCvvv Expr�sS Extemsion RorAutodesKj Aulv)CAQTI', Civil 30Irby Au,,AeIr, hrl-­ REEVISIONS PER Cull-va,,1, 75SO- E3752 5,41 0 MpZ� RTY Inverk Elev On (ft) = 366,50 = Mo Pipe Length (ft) = 4910 = 633 Slope - ---- -- ll, ­ Invert Elev Up (ft) 4 RTY Rise (in) = 30.0 I -SIGNATUORE 7 Shape = Circuiar = 6,73 Span (in) = Mo = 6,73 No. Barrels T = 0.00 n-Valt_ie- = 2,74 Culvert Type cil-Cul ,,ir COncF f = 4,78 C-ijivert Entrance =Square adge w1headv-,fall (C) = 356.94 Coeff, K,M,c,Y,k 0.0098, 2, M398, 0,67, 9.5 Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) QpIpe (cfs) Qovertop (efs) Veloc On (ft/s) Veloc Up (ft/$) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) HwID (ft) Flow Regime .1 0 Cua 1 c U i at i o n �Qfr6n jCf') k Qrnax lcfs) Talwalar Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Oovertop (cfs) Veloc.Dn (ft/s) veloo Up ffths) HL Det (ft) HGL Up J." 0 0 Hw E:Irev MI Hw1D (it) Flow Regime = 10 = 21 89 (dc+ X1/2 26,,89 26M = OM = 6.03 T25 362,58 ,36'x, b2 366, 13z Inlet Con-trol MooayJun 112010 Hy(fraCvvv Expr�sS Extemsion RorAutodesKj Aulv)CAQTI', Civil 30Irby Au,,AeIr, hrl-­ REEVISIONS PER Cull-va,,1, 75SO- E3752 1 1 Oi26/17 C ri WIENTS TY C,3�vj` PER RTY Inverk Elev On (ft) = 366,50 = Mo Pipe Length (ft) = 4910 = 633 Slope = 3.30 = (dc+D)/2 Invert Elev Up (ft) = 368,12 RTY Rise (in) = 30.0 I -SIGNATUORE 7 Shape = Circuiar = 6,73 Span (in) = Mo = 6,73 No. Barrels T = 0.00 n-Valt_ie- = 2,74 Culvert Type cil-Cul ,,ir COncF f = 4,78 C-ijivert Entrance =Square adge w1headv-,fall (C) = 356.94 Coeff, K,M,c,Y,k 0.0098, 2, M398, 0,67, 9.5 = 360A7 < < = 360.78 Embankment < = M1 Top Elevation (ft)376,34 < = Inlet Control Top Wildth (ft) = 30M Crest Width (ft) = MOO II x REEVISIONS PER Z 1 1 Oi26/17 C ri WIENTS TY C,3�vj` PER RTY 2 3i-fma 1 I I COUNITY S < 3 Si261' 6" 7J -Ccg n- T 7, E N1 D -7 0J ii Vijf I C 0 Nilielvl E i NI -S PE:V!SiONS PER 9! 5,116 RTY 1 A C S A C OfMii P !I E i, I T -S 6 9/2811 F_ 0 R A P PR 0 V A L ur I -SIGNATUORE 7 R < " dN� L T z, < < < Z < > C, LL z > C� ce� C', > 3 0 u LU < 7— m 0 Liu Q 0 0 LL, 0 7— L2 j 9� < -j Jcl� Q� ? 0 Lj1 >- rNM^rn r%1 I A I r1\/r1 r -)^V nl 11 X 117'r-1-17 SAS Calculations Qrnin (cf0), QrnaX r (Cfs) Tailwater Elev (ft) Highlighted QoVertOL) (cfs) I veloc fin s) Veloc Up (ft/s) HGL On (it) HGL Up (ft) Hw Elev (ft) HwID (It) Flow Regime Nlwdav, Jun 11 = Mo = 11 :35 z; (dc+D)/2 -M35 1,35 = Mo = 2,98 = 5.28, = 36831 3M25 369,69 0.63 Inlet Control NOT TO SCALE H:\15\V152000�DRAWINGS\PLAN SETSISEOTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000SM3.DWG PRINTED BY: DREARDON '10.30.16 @ 12:30 PM1-0 LAST SAVED BY: MGIBSON iL il 0, "k REEVISIONS PER Z 1 1 Oi26/17 C ri WIENTS TY C,3�vj` PER RTY 2 3i-fma 1 I I COUNITY S < 3 Si261' 6" 7J -Ccg n- T 7, E N1 D -7 0J ii Vijf I C 0 Nilielvl E i NI -S PE:V!SiONS PER 9! 5,116 RTY 1 A C S A C OfMii P !I E i, I T -S 6 9/2811 F_ 0 R A P PR 0 V A L < I -SIGNATUORE 7 R < " < �77 1j, C) z, < < < Z < R= EV D1"`+i E C� �-i'li-VIENT il 0, "k REEVISIONS PER JILL -i 7- 1 _7? 7- 1 1 Oi26/17 C ri WIENTS TY C,3�vj` PER RTY 2 3i-fma 1 I I COUNITY S < 3 Si261' 6" 7J -Ccg n- T 7, E N1 D -7 0J ii Vijf I C 0 Nilielvl E i NI -S PE:V!SiONS PER 9! 5,116 RTY 1 A C S A C OfMii P !I E i, I T -S 6 9/2811 F_ 0 R A P PR 0 V A L < I -SIGNATUORE 7 R < " < Z 1j, C) z, < < < Z < > C, LL z > C� ce� C', > 3 0 u LU < 7— m 0 Liu Q 0 0 LL, 0 7— L2 j 9� < -j Jcl� Q� ? 0 Lj1 >- 29, <v. <> c5 R= EV D1"`+i E C� �-i'li-VIENT il 0, "k REEVISIONS PER JILL -i 7- 1 _7? 7- 1 1 Oi26/17 C ri WIENTS TY C,3�vj` PER RTY 2 3i-fma 1 I I COUNITY S RT" 3 Si261' 6" 7J -Ccg C, T 7, E N1 D iR� SiON�13 0=1n7l' 4 -1 RTY Vijf I C 0 Nilielvl E i NI -S PE:V!SiONS PER 9! 5,116 RTY 1 A C S A C OfMii P !I E i, I T -S 6 9/2811 F_ 0 R A P PR 0 V A L R , I -SIGNATUORE 7 R S U 8:1 M t8 3 10 i'A " K Ya0W H A T',S, S E- 0'-,j 1 r IC -1 1 �R0 1 CT N T V! 52000 EEN 3 1�1�_, DIU I CU M PROJECT: 7P il 0, "k 71)T�f_`� 7 /7" /1,1111 E-15 M 'U- JILL -i 7- 1 _7? 7- SLPIO­p, 13T i", —j",J A 35 6 6" 7J -Ccg -7 2 � T R-10AD9 T 7, E N1 D ARCHER.— 711, IT 1, J E TT LO'C'211_71 KDJN� OF S1 �D � J 103 RO 7 1171 T, 2 F 107" 2--_ n JILL -i 7- 1 _7? 7- SLPIO­p, I IJ'l 2Z 35 6 P hcn'S4Q9_Jv5G10 Ll X: 5 1j) 3,49-03211 !UrJ_ !"11(j. 00020_9362255 .1 ny, !0 OMPTT;�� A zR U AL 1-1-7A -'_OI SHEET 1',J!UN]1E;3E7'F,1.: 4-1 3 41( 40( 390 380 370 360 350 340 330 — ------------------ _ SAN - EX17 _ „ 11 1 86 -12 SP E ,' \_ EX. 12" SAN. ( I` I SpR 26@266°'0 TLS 6 .1a i SAN _ 01 -r - MINIMUM OF 1' SEPE BE MAINTAINED BE iTOlVfiiF_S/1NITA-355-6T-1Z-SA" TOP OF PEDESTRIAN _ _ _� _._ TION TO EEN TUNNEL. M N _ __ PDP. v 52.89 44.09' PROP. COMPACT FILL (PER GEOTECHNI& _ _ GRADE BTM SAN TOP STM CLEAR: TOA MI IMUM OF REPOEST'R - Z.--__..�__ X F U) - co a N +o M .-d _ _ 353.46'ROAD 349.68' 3.78'.- 5% d - SAN 02 _ ____��_ _ _.__ __�. _ - I s H ^ r U` 2 CV `--' _ .,,M u'J O'n ,n 00 O'eF m CP m d' O m F fD >`- d co coM— O +��>> . y.. K_ IL �ZZ - _ _ _ ._._ f _ ,:• _ 12' SAN SDR i - - A SAN 9 PROP I - —(-_ I GRADE i __ I - SAN 04 j z d A 3 U <Oco 7 ?TOP IDO S I S ii H f O J km — CC 0, , I � �� _ u z � — — ---------- 0 al, ci 1 F j p I 1 n ' __ p V x� I� Rlij : T: { T ^� i S i CI 1 i 3._d I I y, r: CAN j € r ° ;O 3i i �rial3 LTi PROP. IGRADE- r�' ! i10C Cv dls 3 NITS, i SAN _- j - 05 D1�1'i3 i R 'I,SsC s� ,? I A CONI IENTS X GRADEI J f• i Si GN_ I , � t I d 1; 16.29 12'" SAN SDR m BTM STM 372.27' - d TOP SAN 370.34' I CLEAR: 1.93' - w -__ _ is �>� As sP'D1�/ � ' 142.68' - i �5- 2gl .99 -12 ( 12" SAN SDR26 l @D 0.60% Kt ow i _ i ��gd :?`S isi £t lavi. �re a � s� 0 N `IC f! 0111 ,-Pr,i., r T mss R T Y 9 9 Dl0 } E S 4�1 D A O _ SAD 13 J,' i j 1 a I I j 3 - - _ 3 f) . _ — - !+ (; i I jrIj adsRC)U?E ;-,,lrJ PrO�,O ®- -�-- - - - ___ _._ _ _ _ I j - S ROAD, CID - � _� - --__ , zi 1, , '� AND , 9 r ' I1`,TI, E TID u s ` 5 a '' hal 1\� t£ I � � �' 3 ai A 3•�9 D � 13-.. -� 9 _ _3 � -UTP: � T 643 PPOL -3R QUI°ID'S ROAD ism l r!'-�+n'� I O° ESAI r a3 L `f 13' P _ I j a r i _ C 28 1 3 i� a' 1a11c d33 di _�..._.__.___.._�._r._—...__..v._.�v_ _. �_n,. _.. .�._ 6� _ uo a 3 �' " E _..— I-- = d _ ��31.Y, (,�"x-r�r'y,.��Yv''� �€� (D ^ ?� 1 rIa •1 �' i ; C✓ I C7=-",cN- Fa • e�yye) 2=4'9.x0} 2 - X S r Fax: �Y J LJ I "' (`07_ 2 r v '� jam_ i _ 'ITY F O = uJ �' j s � .� .. `t�3 ,i. M co z i O m 3 �r �; w - m _ O r. n- _ rn cD ri 9 a r N I [1 mZ® I u -i fl �� +o + O , cNv IIz �j I> > d , at s, - I �� _� I �§ t ups, �vz aa Uc1 No; 0402056625 g _. i ° I I 6 1 �S�Rm� I - I �� d �.�. �p ,n r + co>> CD ^ H- ,--. C'J r- r.- '� M Ili d c O c*OJ oo O V COM )— [1 co z mz� O �.aZz _ ra��z=n��d�— r- + �� BTM STM 364.66' TOP SAN 363.16' CLEAR: L50' 189.47-12"SA --- -- SDR -26 _._.__.._._._.. _ ��- I j '_"' ® W ---- in _--.N P F- 'S r `-' = rLJ O O N O v H N m O O ��» a �� z i s i __.�__�_..._._._ d -- —--_- - Z X O m p a WATER PIPE. T I IF AN AERIAL CROSSING IS REQUIRED, A SEPARATEALBEMIAORLCOUNTY, SEWER PLAN WILL BE SUBMITTED TO THE ACSA FOR _...__REVIEW, APPROVAL, CONSTRUCTION, TESTING, AND ACCEPTANCE INTO THE ACSA SYSTEM, PRIOR TO ANY WATER/SEWER SERVICE BEING ESTABLISHED UPSTREAM. Z ac co O Lu m Uj W 'n X ti Z En J X F Q O Cf) _ rn O W f)_ O U m 0 +� J N + �-0- I C' dg F"'A `.a. °. b. ,. = is e 4 ,,.-. I•aa --: °tea co + o r[1 Z X co 1.17 O '." O ^ N v [1 TL N N c MCV m Ca CO L''n') w rn !Z M Z O L. + O N �_>> +�U r a Z Z ted¢ ln�nn �n,rn 14,nn H:\15\V152000\DRAVJINGS\PLAN SETS\.SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDSW152000PS3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:31 PM LAST SAVED BY: EVAN.NEWMAN I4 Q� + +00 17+50 18+00 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' I •l'� I � - Fq a EWER r• PROF -1 NOTE:�a MINIMUM OF 3.5' OF COVER REQUIRED FROMI J CENTERLINE OF ALL SANITARY AND DOMESTIC" WATER PIPE. 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 SANITARY PROFILE - SAN 15 TO SAN EX 17 SCALE: V= 50 ' HORIZONTAL V= 5' VERTICAL H:\15\V152000\DRAWINGS\PLAN SETSkSECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDSkV152000PS3.DWG PRINTED BY DREARDON 10.30.18 @ 12:32 PM LAST SAVED BY: EVAN.NEVVMAN NOTE: I NIMUNI OF 3.5' OF COVER REQUIRED FROM CENTERUNE OF ALL SANITARY AND DOME-STICvTVATER. PIPE, 2. DIP PIPE SHALL BE SUSPENDED ABOVE THE STREAM. AND SUPPORTED BY CONCRETE FOOTINGS ON EACH SIDE OF THE STREAM GROSSING. CONTRACTOR SHALL USE ONE CONTINUOUS PIPE TO SPAN THE STREAM, ALLOWING PIPE SECTIONS TO BE JOINED TO CONTINUOUS PIPE OUTSIDE THE LIMITS OF CONCRETE FOOTINGS. THE CONCRETE FOOTINGS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER. Stu V L: I 0cli-ANIE T REVIS,QNS PER 'P02226il 7 COUNTY C-0 rEvisicfl'S PER 2 317/18 R 0 R E V i C-1 O,,NS P E R 610�11 818 RTY COUN­ COENTS 'r3l Mi'vI (D 4 3 3,01 PTY '1DOT A CSA, c 0 Nil MIE N T'S F a < < 0 RT Y 41 I> E , r Llj < D� _n WI > < CY wl E) o ul j IS t D o [El < (D 0 LLl -7 U) 0 z -31 C 7 �d re LU �3 0 Z Jt 21 p Stu 8 NIOW'All-41AT'S BEL&N Al V1, Y- CA! L 8 ol 0 - MPoRk__ yol DIG - ?`k n -7 1-7 i 0 1 PROJECT Hlo,: v 15 2 0 00 DRAWN BY: EEN CH_',--CKE0 BY: RTY DATE: i cl 105 1 S CA L �-E: j A-, r,A T" 2 _ '1� —Z---=------- PS3 A ­�I­171 -771 55 ii fll� A-1 Uv t1_1 1"61 �lj P L A 2C '-p -T T J IN T-r'j -i-,Q ARC"11111�' LOCATIOI-JI, OF SITE U- ROUTEE 29_3'EMlfizN,!0' E- TRAIL RD T ' -- rl� — ' I A i w -'-j D 2 A I'-- iv, UU J 1 L b, 3 Z- �slE. I71 w, -A U' A 2 f�' � 128 833LAC"WINE LL LAINNE, SUITE 20 2`01 SHEET Ti T L E: SHEET NUVIB_­R: V L: I 0cli-ANIE T REVIS,QNS PER 'P02226il 7 COUNTY C-0 rEvisicfl'S PER 2 317/18 R COUNTY CoNjilplENTS R E V i C-1 O,,NS P E R 610�11 818 RTY COUN­ COENTS 'r3l Mi'vI 4 3 3,01 PTY '1DOT A CSA, c 0 Nil MIE N T'S RI 4 7 S 3 G NIA T U R E SUBIVIiSSION JI RT Y 8 NIOW'All-41AT'S BEL&N Al V1, Y- CA! L 8 ol 0 - MPoRk__ yol DIG - ?`k n -7 1-7 i 0 1 PROJECT Hlo,: v 15 2 0 00 DRAWN BY: EEN CH_',--CKE0 BY: RTY DATE: i cl 105 1 S CA L �-E: j A-, r,A T" 2 _ '1� —Z---=------- PS3 A ­�I­171 -771 55 ii fll� A-1 Uv t1_1 1"61 �lj P L A 2C '-p -T T J IN T-r'j -i-,Q ARC"11111�' LOCATIOI-JI, OF SITE U- ROUTEE 29_3'EMlfizN,!0' E- TRAIL RD T ' -- rl� — ' I A i w -'-j D 2 A I'-- iv, UU J 1 L b, 3 Z- �slE. I71 w, -A U' A 2 f�' � 128 833LAC"WINE LL LAINNE, SUITE 20 2`01 SHEET Ti T L E: SHEET NUVIB_­R: ! - i 30 I � t � I I ` t i IY. + � I + SAN 20 I � { —� 00 r ( SAN Tj I I BTM STM 442.31' BTM STM 441.61' i TOP SAN 435.16' TOP SAN 434.67' CLEAR: 7.15' i � 4 CLEAR: 6,93' 1 I BTM WTR 437.04' — 121n a i TOP SAN 430.08' iw CLEAR: 6.96' I 1 ' I BTM STM 432.84' �— - _ — -- _— -- — — TOP SAN 428.98' S r, ! # ! CLEAR: 3.86' " I SAN 18 SAN j I 13 ��010 I i SA __ -- — 1 ---- SAN 14 i I I BTM STM 414.42' I TOP SAN 412.75' CLEAR: 1,67' EX. GRADE I -r — - SAN I 17 i 1 i T TM STM 406.03'OP SAN 404.53'CLEAR: 1.50' _ o`o s FUTURE GRADE SAN 05 _ ATO E CONSTRUCTED 15 F6�g GRADE WITH EVELOPMENT OF a �• BLOC BA RESIDENTIAL; ! BY OTHERS) t ;^ —_ 4.77' "SAN SDR -26 N -^"`--- 4.34%-- I I .... ......................... ... CD 1 I I i 1 m S _ �-1- .. aD c� � � ��-00 _ _ _ _ m .d. _ cr'2 = w _ °O. o F = co, _ m ao o z eo oo op o X ^ ^ K CCDD co i mrm �Mvc�a �N�o �mw� rym �� cli C14 mo� i, u���nlrao ��co ice- _ sc� C% c.,� co rn o rmi m m rn m o T. m - o w �i m rte: aim �' i _ c� cu ®o r- Q do a ,r cc>in, m m co m co rim F- m co m m F- ^ "? c<. - `� m ai v Ii ;e -a m i X m m r V �+ m H m w co ! Ii m Z= v i Z= # ! '' aim m =O m O r Z p ri 1i v Z Z c r I co N j az,m r O O p v— O a v Z p d v Z co a m z m ai o. o Z o NI v ca 2E > > + > > O O m m v O co a. of a Z z z cv a. m - i c- —Z z —Z z �Z Z + �Z Z + O �Z z I'�n u+i �> > �> > > + OI + O �_> > > + O rn vz Z O �'- a`i L'- i B co _. CL �— ) a �_ a �— _ ani a �— _ M air— — }m a m a �z z m n �z z z r• cc. co z z z z o �_> >> ± O ( m p #� O — @ m d� m a d'_ �. �Z Z Z Cr I I > o Q E tet- n S 't Mp*�2Z 1 1 _ X00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 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 4 R 4+50 ha,=i� ��;� SANITARY PROFILE - SAN 15 TO SAN EX 17 SCALE; 1"=50' HORIZONTAL V= 5 ' VEERTICAL MOTE. M11a41MAIUN! Or S.5' OE COVER REQUIRED FRU l CENTERLINE O; ALL SANITARY Ai4O DOMJESTIC YVATER F'IF'E, H:\15\V1520000RAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PS31WG PRINTED BY: DREARDON 10.30,18 @ 12:32 PM LAST SAVED BY: EVAN.NEWMAN REV Lia=vE # .°".._-_ i 1 10l a{17 I RE-VISIOi1S PER `;Oval` -- ivi 1tL=11 � I QTY O O Y' O€rlI P I l 7-3 2�; J- S, G < _ 1 _J jT COI I l I S R T' -may a IJ�3.1 'moi 1 _ - P i�T-3 PT- F RTY 0- -f 6 9I2Sf1 3 FOR - PPRO'AAL RT°l 7 I SlM-iA TURE '10130118SU RT"f i � S�,'IiuSIOiN p , :T ' i w J r u 0 0 M Q = zj j - ; 7 rr Z 7 z r REV Lia=vE # .°".._-_ i 1 10l a{17 I RE-VISIOi1S PER `;Oval` -- ivi 1tL=11 � I QTY O Y' O€rlI P I l 7-3 RT J- _ 1 _J jT COI I l I S R T' -may a IJ�3.1 'moi 1 _ - P i�T-3 PT- F RTY t?C'S311 00AA0,E 1 T S 6 9I2Sf1 3 FOR - PPRO'AAL RT°l 7 I SlM-iA TURE '10130118SU RT"f i � S�,'IiuSIOiN , I ' V115 000JI01i n E^I i — T1 A- H-10 T E 0 0� B 3 E r, IL E i Of t ..:." ( �1 �=�•v L"mss �� 9 _ i -leo, � � s v a 1 3aL.3 `(? '.�d 2i v.y "4 1 j'j.�t f —''7 PRO -FILES .fir 3 O F I LE 6'-..J 41 400 390 380 370 360 350 340 WATERLINE A SCALE: 1"= 50 ' H(DRIZONTAL V= 5' VERTICAL HA15W1520000RAVVINGS\PLAN SETS1,9ECTION 1VROAD IMPROVEMENT PLAN- POLO GROUNDSW152000PW3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:34 PM LAST SAVED BY: DREARDON 4 V 13 10 1 "'T, RE S' L d REV V DATE C 0 Ili] iMl 57 N T By 113123/17 REVISIONS PEP, COU -N-1 Y 00,MNJENTS 2 31711 G -ON2 Uif-4TY CO—MINI&I RTY 0 c) R EVISION PPR TY _j fl PEP RT� PDO—I CO'N'i- ENT --j +!013 a PE-ViSiONS R®R 0 - AC S,!% 0 0 N! fljF_ N T S RT� 9/23/18 F OR. A P P R, OVA, L R T Y 7 10130-1i.3 SAT UR EE R TY iJ 52 F� U-1 < ij n< ne U-) Lu > ju > < Lu 0 0 ui Lu CO n, F_– 0 I < c o u, y J7 .7, 0 o— < Lij < CL awo0 0 LIJ < wl Lij -E V 13 10 1 "'T, RE S' L d i A Jv vvg�1�,i 1 Q) Uy V �7 Pj %)74 --lull i fi's ilst N S Ifs ihe law. ..—._ F 11 __u _10 '7% E J, E f If 0g_,) RTY 0 A T EH: 10105/18 T Ec Q\— LID.: PVV3 PROJECT: T71"f", A TPh TA FID 7— GROUNDS P41.0A.1)4 T ' LELAK NEI A N D I E ARIC E' AVENUE H ER Kvulc 6 S I JAW -wl - ALBEMIARLE COUNTY, VA. A R V_! pi_94 tU y U V RR—EP.J I 0-d3 _4, g 1'•I o n s: Fax: Tr 5- Ho I 0111,30il P, 8 H Ec ET T L H. REV V DATE C 0 Ili] iMl 57 N T By 113123/17 REVISIONS PEP, COU -N-1 Y 00,MNJENTS 2 31711 G -ON2 Uif-4TY CO—MINI&I RTY R EVISION PPR TY r ENIT-S fl PEP RT� PDO—I CO'N'i- ENT +!013 a PE-ViSiONS R®R AC S,!% 0 0 N! fljF_ N T S RT� 9/23/18 F OR. A P P R, OVA, L R T Y 7 10130-1i.3 SAT UR EE R TY iJ i A Jv vvg�1�,i 1 Q) Uy V �7 Pj %)74 --lull i fi's ilst N S Ifs ihe law. ..—._ F 11 __u _10 '7% E J, E f If 0g_,) RTY 0 A T EH: 10105/18 T Ec Q\— LID.: PVV3 PROJECT: T71"f", A TPh TA FID 7— GROUNDS P41.0A.1)4 T ' LELAK NEI A N D I E ARIC E' AVENUE H ER Kvulc 6 S I JAW -wl - ALBEMIARLE COUNTY, VA. A R V_! pi_94 tU y U V RR—EP.J I 0-d3 _4, g 1'•I o n s: Fax: Tr 5- Ho I 0111,30il P, 8 H Ec ET T L H. 460 450 440 091,11 420 410 400 390 380 WATERLINE SCALE: 1"= 50' HORIZONTAL 1 "= 5 ' VERTICAL H:\15\V152000\DRAVdNGS\PLAN SETWECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUIJDSW152000PW3. DWG PRINTED BY: DREARDON 10.30.16 (c 12:34 PM LAST SAVED BY: DREARDON 460 450 ME 430 420 410 400 390 380 77 T`_a7 j S 11 D 4 e- ra v— 3..� 5 REVi DAT d i INA d-�, T � ' I -sae I [ 1 o t RTY � V152000 j l A"t�i3 ra'i v: � BY: E0: N C,fD : d T C 0 iv,) ,Ei14 I RTY REV!3{i: iN-S PER 10/0511 a CCUI� T Y C0MililE a T S QTY �13C=11a o310,18 PER RTY _'o. 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OR e- ra v— 3..� 5 Iz^ PROS : ' V152000 j l A"t�i3 ra'i v: � BY: E0: N CHECKED BY: RTY DATE: 10/0511 a SCAL E: AC NOTED CAO !,O„ PAJQ _ r.: 28 M CMAIEL RPL ANE, SUITE 201 IWeAR�5xi,E�`�-1 O3 % �i3f�^35���n���85"i201(� 186 Fax: 1\540) 349-0321 �f ?�SC, sl, 040210565 (.-a A << Hi s l E E T T1 E: \' y fly Ir JIL AT NlEd I�� !� )AK _1 _" 460 450 440 430 380 BTM STM 441.86' TOP WTR 441.30' CLEAR: 0.55'BTM STM 441.30' TOP WTR R 440.80' CLEAR PROP GRADE w I z I j / ITOPSTM 441.51' CONTRACTOR TO INSTALL CLEAR: 2.67' 20' OF WIL INSULATION flfl CENTERED ON CROSSING 11 EX. GRADE 1 6 PROP. 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RUCTION m PROJI C s i °�D,. _._•__. 4/1520�J�N co p m DRAY' 1 V s t'i ipd ,CiECf'a...I � BY: R O 1.1 �+ M z- Nr r 3 + N� + Z c�'" AS H0TE0 %c 1 'l VIM C11 N 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 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+E3 23+00 23+50 24+00 24+50 WATERLINE F SCALE: l"= 50 ' HORIZONTAL 1 "= 5 ' VERTICAL H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PW3.DWG PRINTED BY: DREARDON 10,30.18 @ 12:35 PM LAST SAVED BY: DREARDON �a F 13 LJ i ROAD, ARCI ER AVENUE 0 C',4 I 01, 1 R_.1F S 1 T E ROUTE 293; I'VII11,50I ,E TIPVAIL F i 3 = 7 x_03 C (�3 �'�_ + 1 -.ail ;�r LAN —_ -3 KY { 1 X0321 SHEET TITLE: s z 1 I p z ® soq w ! w m 2 co p m i'Q t'i ipd r�- O 1.1 �+ M z- Nr r 3 + N� + Z c�'" N r C11 N 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 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+E3 23+00 23+50 24+00 24+50 WATERLINE F SCALE: l"= 50 ' HORIZONTAL 1 "= 5 ' VERTICAL H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PW3.DWG PRINTED BY: DREARDON 10,30.18 @ 12:35 PM LAST SAVED BY: DREARDON �a F 13 LJ i ROAD, ARCI ER AVENUE 0 C',4 I 01, 1 R_.1F S 1 T E ROUTE 293; I'VII11,50I ,E TIPVAIL F i 3 = 7 x_03 C (�3 �'�_ + 1 -.ail ;�r LAN —_ -3 KY { 1 X0321 SHEET TITLE: 2 SHEET NJklEER 450 440 430 10+00 10+50 WATERLINE B SCALE: 1 "= 50 ' HORIZONTAL V= 5' VERTICAL 450 450 440 440 430 430 10+00 10+50 11+00 WATERLINE C SCALE: I"= 50' HORIZONTAL V= 5' VERTICAL H:\151V152000\DRAWINGS\PLAN SETSOECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDSW1 52000PVV3. DWG PRINTED BY DREARDON 10.30.18 @ 12:35 PM LAST SAVED BY: DREARDON 450 440 430 410 400 390 380 PROP.GRADE — — -------------------- a_ < a� ui uj EB3 Y 7 uj U) PROP. GRADE FX GRADE or� 0 > +C> 'TM WT' BTM WTR 411,4�7 PROP. 6" DIP o LL TOPSTM TOP STM 435.51' 35� �GLEAR: WATERLINE B �"J� 0 OM' CLEAR: 1.65' �q CONTRACTOR TO INSTALL 8 z _x 20' OF W/L INSULATION J CC n < < 5 Rl- -slo,"'4-s PES CENTERED ON CROSSING Lu 5 ji 9/5/118 REVISION"Is 9 U) c/) ACSA 00�411MENTS RTY 6 9/28/18 F 01 R A P P R OVA', L I . PTY 7 Lu Luo �7 X I I F ------ < 2u: U) z CD ,r cl) > C4 H C-4 Cli CD m co MO so r, 0 +ow co + o-, co ED II C) 10+00 10+50 WATERLINE B SCALE: 1 "= 50 ' HORIZONTAL V= 5' VERTICAL 450 450 440 440 430 430 10+00 10+50 11+00 WATERLINE C SCALE: I"= 50' HORIZONTAL V= 5' VERTICAL H:\151V152000\DRAWINGS\PLAN SETSOECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDSW1 52000PVV3. DWG PRINTED BY DREARDON 10.30.18 @ 12:35 PM LAST SAVED BY: DREARDON 450 440 430 410 400 390 380 PROP.GRADE — — -------------------- a_ < a� ui uj EB3 Y 7 uj U) 1 U) < or� 0 > +C> Lu 0 o LL 7/1 co Eo ��91 CLEAR: 1.65' c co 8 z _x "D L J CC n < < 5 Rl- -slo,"'4-s PES PTY Lu 10+00 10+50 WATERLINE D SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 410 410 400 400 390 390 380 380 10+00 10+50 11+00 WATERLINE E SCALE: V= 50' HORIZONTAL V= 5'VERTICAL foluu ztp*uu zj+bu 30+100 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 WATERLINE F. (CONT.) SCALE: 1 "= 50 ' HORIZONTAL V= 5' VERTICAL 410 460 400 450 390 440 380 430 WATERLINE G SCALE: V= 50' HORIZONTAL V= 5' VERTICAL 460 460 450 450 440 440 430 430 1 WATERLINE H 'RALE: V'= 50'HORIZONTAI Tr= 5' VERTICAL 460 450 440 42-0 370 360 350 REV DA . -Till EE: COMMENT �l EB3 Y 7 GRADE PROP.GRADE 1 PROP. 8" DIP QTY WATERLINE E 2 BTMWTR 395.02' o LL 7/1 TOP STM 393.37' —i CLEAR: 1.65' CONTRACTOR 20' OF W/L INSULATION TO INSTALL Ql I CENTERED ON CROSSING J CC n < < 5 Rl- -slo,"'4-s PES PTY Lu 5 ji 9/5/118 REVISION"Is 9 < ACSA 00�411MENTS RTY 6 9/28/18 F 01 R A P P R OVA', L I . PTY 7 Lu Rm �7 I I F ------ 2u: U) z M 2!: 0 Lu < > C, Eo To C' zo co ED II C) O> CD co — I CL a o 'o la: 0 + w ca Ci CN W CL + 111 Q 0 a] Lu 10+00 10+50 11+00 WATERLINE E SCALE: V= 50' HORIZONTAL V= 5'VERTICAL foluu ztp*uu zj+bu 30+100 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 WATERLINE F. (CONT.) SCALE: 1 "= 50 ' HORIZONTAL V= 5' VERTICAL 410 460 400 450 390 440 380 430 WATERLINE G SCALE: V= 50' HORIZONTAL V= 5' VERTICAL 460 460 450 450 440 440 430 430 1 WATERLINE H 'RALE: V'= 50'HORIZONTAI Tr= 5' VERTICAL 460 450 440 42-0 370 360 350 u D Q APPROMED FOR N'STRUCTION J FTY i DATE: PROJECT: Mr RU EMEN _13 is _6 GROUNDSROAD) L - 11 , h i ELJ-i _11-04- AND ARCHE AVE'_l,`,,!_UE P -1�,jl ipj T T 0 'Y fl, D. _J0^10 I BEMAFI� E CM -M, VA al j lit-24jk K s a 7 :a !INID -EBIL�40C' _-A K NE, SUTE 2fUlp , "Q FMENM,-;�k V�Fmf Jro -3 2fLTJ i =a (5/40) 349-4500 Fax. (5540;x'40-0321 W4 p Ja A M L I c; - 0402056825 & WO 4z k 10130/18 Q cy A 7�NTM-1 Al -All Al � Tism i L E 20 1) Sa 1EET IJ Ic A B REV DA . -Till EE: COMMENT �l EB3 Y 7 R �EV I -S 10 -1 �-SP Ez R 1 10/26j'17 F CoiMITY C -OM MENTS QTY 2 Ic PoHs o LL 7/1 PM� —i 3 6 < Ql I Ts J CC n < < 5 Rl- -slo,"'4-s PES PTY VD0 i C0 iMi, VIE- ilTS 5 ji 9/5/118 REVISION"Is 9 < ACSA 00�411MENTS RTY 6 9/28/18 F 01 R A P P R OVA', L I . PTY 7 10118 F_ _lsr__,l4Al_,u_liH 188 Rm �7 I I F ------ is Lu < 71 Q <fl zo < c,_ n,,LU 5 < of > LL' > _j - 111 Q 0 a] Lu < 'D F: o M, c. a <o o Lu m J) 7- 0 El 01 0 Ljj>- R :��i z>- LL! A �5 uJ _j z Lij 2 �5 0 �: o U-1 0 K3 R �5 3, C L 0 LLI Lij ui 7: n F6 m AV <> u D Q APPROMED FOR N'STRUCTION J FTY i DATE: PROJECT: Mr RU EMEN _13 is _6 GROUNDSROAD) L - 11 , h i ELJ-i _11-04- AND ARCHE AVE'_l,`,,!_UE P -1�,jl ipj T T 0 'Y fl, D. _J0^10 I BEMAFI� E CM -M, VA al j lit-24jk K s a 7 :a !INID -EBIL�40C' _-A K NE, SUTE 2fUlp , "Q FMENM,-;�k V�Fmf Jro -3 2fLTJ i =a (5/40) 349-4500 Fax. (5540;x'40-0321 W4 p Ja A M L I c; - 0402056825 & WO 4z k 10130/18 Q cy A 7�NTM-1 Al -All Al � Tism i L E 20 1) Sa 1EET IJ Ic A B REV DA . -Till EE: COMMENT �l EB3 Y R �EV I -S 10 -1 �-SP Ez R 1 10/26j'17 F CoiMITY C -OM MENTS QTY 2 Ic PoHs 7/1 PM� FIE11_1211X,,,� PPR 3 6 RTY Ts Rl- -slo,"'4-s PES PTY VD0 i C0 iMi, VIE- ilTS 5 ji 9/5/118 REVISION"Is 9 ACSA 00�411MENTS RTY 6 9/28/18 F 01 R A P P R OVA', L I . PTY 7 10118 F_ _lsr__,l4Al_,u_liH 188 RTY I I F ------ u D Q APPROMED FOR N'STRUCTION J FTY i DATE: PROJECT: Mr RU EMEN _13 is _6 GROUNDSROAD) L - 11 , h i ELJ-i _11-04- AND ARCHE AVE'_l,`,,!_UE P -1�,jl ipj T T 0 'Y fl, D. _J0^10 I BEMAFI� E CM -M, VA al j lit-24jk K s a 7 :a !INID -EBIL�40C' _-A K NE, SUTE 2fUlp , "Q FMENM,-;�k V�Fmf Jro -3 2fLTJ i =a (5/40) 349-4500 Fax. (5540;x'40-0321 W4 p Ja A M L I c; - 0402056825 & WO 4z k 10130/18 Q cy A 7�NTM-1 Al -All Al � Tism i L E 20 1) Sa 1EET IJ Ic A B r r 64 35 NiPN = z Y rrfl Rc pRDp pS�GN ✓ :. u. rj J ' i r I 370 360 350 POLO GROUND ROAD ROUTE 643 SIGHT DISTANCE PLAN VIEW i w jf J POLO GROUND ROAD ROUTE 643 SIGHT DISTANCE PLAN VIEW 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SCOL O GROUNI)S R®AD SCALE: I"= 50' HORIZONTAL V= 5 ' VERTICAL H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PL3,DWG PRINTED BY: DREARDON 10.30.19 @ 12:40 PM LAST SAVED BY: MGIBSON <0tic 360 350 50 25 12.5 0 50 111= 50' NOTE. TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. 4 `,r':TI t✓ DNi 2, 9 ,1 io12sll7 i RE:rlS10 S P E R RTY LL PARK, "_AINE3 SUITE 201 COUNT,( Col fITS 2 2,17118 s �G RTY a COUN T ti COMMENTS --- -M -- —— -----— — — COWAITYCOMMENTS -- -- 390' SIGHT SPFED DISTANCE RIGHT T! 35 MPH SPEIED: 35 MPH - -r � i LL OBJ l ¢ Q iI�Q� w I a i w" _j o� EX. GRADE 390' SIGHT DISTANCE RIGHT LIMIT: 35 MPH RT'i EYE� 10?30/18 SI?jNATU11FZE DESIGN I B _ — I — — — -- --- I — — % !� 24 SPEED DESIGN SPEED: 35 MPH '-- - ----- — I --� -- PRgP_. GRADE - —v — } OBJ w 2 y d I T T JD z n¢ I 0 �ZJ o 3 ly G 1 _ L z z } T 0> y w �z zzGcL I I I 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SCOL O GROUNI)S R®AD SCALE: I"= 50' HORIZONTAL V= 5 ' VERTICAL H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PL3,DWG PRINTED BY: DREARDON 10.30.19 @ 12:40 PM LAST SAVED BY: MGIBSON <0tic 360 350 50 25 12.5 0 50 111= 50' NOTE. TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. `a pa 3 -y 0 ' EV 4 `,r':TI t✓ DNi 2, 9 ,1 io12sll7 i RE:rlS10 S P E R RTY LL PARK, "_AINE3 SUITE 201 COUNT,( Col fITS 2 2,17118 s �G RTY a COUN T ti COMMENTS z 3 a126t 18 REVISIONS EER COWAITYCOMMENTS — 4 C i 8131. EI 112,E :31v . " 1`2, -4 - -r � i LL E l ¢ Q iI�Q� c O I a i w" _j o� I F Ci R AP P 2,R 0`1kL I RT'i < r— G 10?30/18 SI?jNATU11FZE RTY I B I ti1{ % !� 24 ,_c3 o T T JD z n¢ 0 �ZJ o 3 ly G 1 _ L z z } T 0> y w �z zzGcL oa `a pa 3 -y 0 ' EV 4 `,r':TI t✓ DNi 2, 9 ,1 io12sll7 i RE:rlS10 S P E R RTY LL PARK, "_AINE3 SUITE 201 COUNT,( Col fITS 2 2,17118 REvI°S;ON,G PER RTY COUN T ti COMMENTS 3 a126t 18 REVISIONS EER COWAITYCOMMENTS 4 C i 8131. EI 112,E :31v . " 1`2, -4 - -r � i CO I VDO T W NTS y1 j_ I l"? PER RTY i d I F Ci R AP P 2,R 0`1kL I RT'i 7 10?30/18 SI?jNATU11FZE RTY I SUBMiSSiON I PROJECT see,: V-152000 1 DRA�r N BY: EE CHECKED m`2,: RTY D�aTE: i 0/?5118 X30 ED `,».D i 5 — � "Lfl`uh , Til s -T — 11F T rj 9 h AND 11 „r ER Ali t o ''LJE I j L OCA I l�:a O F SID E ROU T EZ9 SEENIINO E lf'RAIL RD 1Ns s Dr- fi('a s a a . �3a I�•3 I i ; ��1j'3. A F/ '°AS I3' I �aP' L l 2 3 1 BE° Z)3 E >T- l3 j TJIIQ PROJECT see,: V-152000 1 DRA�r N BY: EE CHECKED m`2,: RTY D�aTE: i 0/?5118 X30 ED `,».D i 5 — � "Lfl`uh , Til s -T — 11F T rj 9 h AND 11 „r ER Ali t o ''LJE I j L OCA I l�:a O F SID E ROU T EZ9 SEENIINO E lf'RAIL RD 1Ns s Dr- fi('a s a a . �3a I�•3 I i ; ��1j'3. "021'056625 i f _l I Z iHEET TITLE: w v I.. + a 3 z _" r T — ^"-n 1GROUNDS SHEET I'' WABEE R I , Lo`5 LL PARK, "_AINE3 SUITE 201 <fff, 3AP� -.,,. "021'056625 i f _l I Z iHEET TITLE: w v I.. + a 3 z _" r T — ^"-n 1GROUNDS SHEET I'' WABEE R 370 360 350 340 H:\15kV152000\DRAVVINGSNPl_AN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PL3.DWG PRINTED BY: DREARDON 10.30.18@12:41 PM LAST SAVED BY: MGIBSON 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 POLO GROUNDS ROAD AND ROAD C SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL 370 360 350 340 TREES LOC-ATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE UNIBED AS NEEDED TO KfAINTAIN REQUIRED SIGHT DISTANCE. x < 0 z C) 5 u Li < CK' CD 0 E LL iTj 1Yz a_ < -7 �l E: -j 0 < CK (_1 (1) cl 4 U-1 0 < < < < 7 2 C_j < >: < U-1 _j <U) 7: LL' Z > > < 't a a Lij Lu -1 Lij 0 0 < 4 Dul 0 0 0 H-1 rl 1p z u > cr 7 0 01 LIJ< W< < Z ji 0 z z 0 0 < Lu 0 1- r� < cf) 'S >J LLJ (D Wl LLJ 1-11 :F Z 2] Z_ -Z 7- n <: 71 RIEVI'SIONS REV DE CONINIENT BY Jif>>o 11 "s W REVISIONS PER '10/28/17COU�NJTYC-OAAIEINN Ts RTY 2 33/7/13 1 V'SPOVASPEP, R If c o 7- cop"fic o �il �iml -- lh 3 3 p,28,, R R EVISIONPS PER 3 COU.,-�7y TR_ RT( A310INS a! -`of " 8 PEVIP'ER `RT'' CONRIlEiNTS 5 9/0_/ 13 REVISIONS PER RTY A CSA COMMENTS 6 9128/18 I FOR, APPROVAL RTY Si G NAT URE 4—m S-1 NI I SIS i 10 ;'A ik- \C0 'NSA N�AGER\GNj CIP LZ zo 'I OBJ OBJ 390 SIGHT DISTANCE ANCE RIGHT SPEED LIMIT: 35 MPH DESIGN SPEED: 35 MPH EE E E 7-- S2 uj PRCP.GRADE ----------- 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 POLO GROUNDS ROAD AND ROAD C SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL 370 360 350 340 TREES LOC-ATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE UNIBED AS NEEDED TO KfAINTAIN REQUIRED SIGHT DISTANCE. x < 0 z C) 5 u Li < CK' CD 0 E LL iTj 1Yz a_ < -7 �l E: -j 0 < CK (_1 (1) cl 4 U-1 0 < < < < 7 2 C_j < >: < U-1 _j <U) 7: LL' Z > > < 't a a Lij Lu -1 Lij 0 0 < 4 Dul 0 0 0 H-1 rl 1p z u > cr 7 0 01 LIJ< W< < Z ji 0 z z 0 0 < Lu 0 1- r� < cf) 'S >J LLJ (D Wl LLJ 1-11 :F Z 2] Z_ -Z 7- n <: 71 RIEVI'SIONS REV DE CONINIENT BY Jif>>o 11 "s W REVISIONS PER '10/28/17COU�NJTYC-OAAIEINN Ts RTY 2 33/7/13 1 V'SPOVASPEP, R If c o 7- cop"fic o �il �iml -- lh 3 3 p,28,, R R EVISIONPS PER 3 COU.,-�7y TR_ RT( A310INS a! -`of " 8 PEVIP'ER `RT'' CONRIlEiNTS 5 9/0_/ 13 REVISIONS PER RTY A CSA COMMENTS 6 9128/18 I FOR, APPROVAL RTY Si G NAT URE RTY S-1 NI I SIS i 10 ;'A ik- v v y -C-1 U, Vj 21 a ift fast h s 73' y. 11's the jav"% ir} - �PO DiR l%.'3 BY: EEa I Cl �IE C' "PE D- RTI DP,,TE: 10TED 0A D I - D, PL3 PROJEOT: jltu TY " J-2 re N T T'' �jT,' TE R01"T""6,13 POT 0 GROUNJIMS RIOAD, STEL -L A R C H E R A V 7ol D, TTE 0 1 U TE 2 9 '3� E -Ni il 1" J 0, 1- E: T FWPUL RD 'Kh,k) �GROUN'DS ROAD 17� CHARLOT.—FEE-SVILLEFF ALBEE'JARLE COUNTY, VA 'Vl,ARR7_-N!TrZA-J; VRG'flNJA 201,816 Phoins'. 11,540) �49-41500 (540) S49-0-91 L �Dl_ 0 Lic. ila 0,0,020556625 af 41 V, Jif>>o 11 "s W E T -I i! L P: 1 DIS717ANCE PROFILE - POLO GROUNDS ROAD.,, SKEET 450 440 430 420 HA15\V152000\DRAVVINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLOGROUNDS\Vl52000FL3.DVVG PRINTED BY: DREARDON 10.30.18(p12:41PM LAST SAVED BY: MGIBSON -DATE T BY `E1ATT -Po T Tfi, Io COUNTY 00,'AlliHMENTS RTY JJ PERR E E Tl c 10UHN y CO N1 N] E N TS 3 612 ;ii REVISION SPER 'v �v COUNTY COMMENTS 4 8130113 PEVISIONS PER RTY VDIOT CONfivIENTS j of REvisl0i'liS PER 5 915/118 A CSA COMINIENTS RT( 6 L9 8! "i Is I F -OF PIPPROIJAL i 680 -1 0/ n,,-,,,,; ;4 RTY I i SMwSSioN i b J PROR GRADE 17: 0 450 440 430 420 HA15\V152000\DRAVVINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLOGROUNDS\Vl52000FL3.DVVG PRINTED BY: DREARDON 10.30.18(p12:41PM LAST SAVED BY: MGIBSON 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 RT 29 AND ARCHER AVENUE SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL 450 440 430 420 7 - NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. FREV Ellj R -DATE T BY `E1ATT -Po T -p Io COUNTY 00,'AlliHMENTS RTY JJ PERR E E Tl c 10UHN y CO N1 N] E N TS 3 612 ;ii REVISION SPER RTY COUNTY COMMENTS 4 8130113 PEVISIONS PER RTY VDIOT CONfivIENTS REvisl0i'liS PER 5 915/118 A CSA COMINIENTS RT( 6 L9 8! "i Is I F -OF PIPPROIJAL i 680 -1 0/ n,,-,,,,; i RTY I i SMwSSioN i b L PROR GRADE 17: 0 EX. GRA, BJ T� 2 —T 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 RT 29 AND ARCHER AVENUE SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1"= 5' VERTICAL 450 440 430 420 7 - NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. FREV Ellj R -DATE CONIrAIENT BY `E1ATT -Po PER -p Io COUNTY 00,'AlliHMENTS RTY JJ PERR 3f7/1 8PITY Tl c 10UHN y CO N1 N] E N TS 3 612 ;ii REVISION SPER RTY COUNTY COMMENTS 4 8130113 PEVISIONS PER RTY VDIOT CONfivIENTS REvisl0i'liS PER 5 915/118 A CSA COMINIENTS RT( 6 L9 8! "i Is I F -OF PIPPROIJAL R-9� 7 -1 0/ n,,-,,,,; S]GiNAITURE RTY SMwSSioN L KNOIAI kAlHAT'S SE-101AI ALU,,i,j,"kY'S' CALL 811 6 ElF- -0 R, E 0U U D- 1 C, It's fas'. li s fme. li 3 !he law C -, R U C; 10 N E RTY ID B 0/0��/ LC 9 "1 T PROJ�-'i 1 V15-9000 DRAV,ji�-,i 8"(: EEN Y CHECKED BY: RTY DA TE: SCALE: AS NOTED CAD L D.: PL3 PRO IECTI: A `E1ATT -p N JJ TO R' STATE R01 -1i " 6 4 "') -P 0 L 0 GROL-INDS ROjAD, E APTD ,i -"f J, ,Jf A- ",MiT TE RlW�!E�2'--'j SEMINOLE TRAIL RD AND STATE ROUTE 6443 POLO GROUNDS ROAD C H A R 10 T T E-F'E-3 V 111- L CE ALBEE!,MRIUE C"'JUNTY,VA I f"T G 28 BLACK,.IARELL RAiRKL N, SUITE 201 PREi,4T0H, VMGINIA' 20186 Phone: (0-40) 349J,500 510 J ,.:-/19 -0321 -U ara V Lic. N110. 0402056625 lik Wow I ffS r SHEET T I T L E: 1, 4H T DUSTANCE Piia OFULZE RT 29,' s"N'EET NijiYi-D-Ep: a m 460 450 460 450 H:\15\Vl62(J0Q0RAV1dNGS\Pl-AN SETWECTION 1\ROAD IMPROVEMENT PLAN - POLoGROUNDSW152()0()PL3.DWG PRINTED BY DREARDON 10.30.18@12:43PM LAST SAVED BY: MGIBSON lluu Itou d+uu 8+50 9+00 9+50 10+00 10+50 11+00 ARCHER AVENUE INTERSECTION I NORTH SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1"z 5' VERTICAL 11+50 12+00 12+50 - - - ----------- L COi Ml E IN T < 0 111 1 10/2,3117 Fll-vis!ONS PER LL -jco c- < < j R7'Y < < < '10 RTY COUNTY COMMENTS FUEVIS'ONS PER, 6/28118 Uj 0 Z 336SIGHT SPEED DISTANCE RIGHT LIMIT! 25 MPH Rr( 013J IP R--V!S'Oi',!-3 iF)ER SIJ 335- SIGHT SPEED DESIG N DISTANCE RIGHT LIMIT! 25 MPH SPEED: 30 MPH — Z; 335' SIGHT DISTANCE RIGHT DISTANCE RIGHT SPEED LIMIT: 25 MVH DESIGN SPEED: 30 MFH E E E E DESIGN SPEED: 30 M -01 AP-PROVAL 081 SPEED DESIGN LIMIT: 25 MPH SPEED: 30 MPH RTY -------- EX GRADE w UJ 013 F– CD Lu Lij F -j '0£j Lli F Z U — ----- – 7 -- EX GRADE Lu Lu 0 - diw III -r 2 Dzmzzza- CD Lu PROR GRAD lluu Itou d+uu 8+50 9+00 9+50 10+00 10+50 11+00 ARCHER AVENUE INTERSECTION I NORTH SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1"z 5' VERTICAL 11+50 12+00 12+50 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 ARCHER AVENUE INTERSECTION I SOUTH SIGHT DISTANCE SCALE: 1"= 50' HORIZONTAL 1 "= 5' VERTICAL 11+50 12+00 12+50 460 450 460 450 50 25 12,5 0 50 NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. ri L COi Ml E IN T < 0 111 1 10/2,3117 Fll-vis!ONS PER LL -jco c- < < j R7'Y < < < '10 RTY COUNTY COMMENTS FUEVIS'ONS PER, 6/28118 Uj 0 Z < Rr( IP R--V!S'Oi',!-3 iF)ER SIJ 335- SIGHT SPEED DESIG N DISTANCE RIGHT LIMIT! 25 MPH SPEED: 30 MPH — Z; T 0 Lu Lu < a: 0 335'SIGHT DISTANCE RIGHT SPEED LIMIT: 25 MVH DESIGN SPEED: 30 MFH w0 Lu 400 Lu E, E -01 AP-PROVAL 081 7 10130/1S SIGNATURE RTY EX GRADE w UJ J) F– CD Lu Lij F -j '0£j Lli F Z U — ----- – 7 -- < co U) PROP. GRADE Lu 0 - diw III -r 2 Dzmzzza- El 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 ARCHER AVENUE INTERSECTION I SOUTH SIGHT DISTANCE SCALE: 1"= 50' HORIZONTAL 1 "= 5' VERTICAL 11+50 12+00 12+50 460 450 460 450 50 25 12,5 0 50 NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. R-ELEXI'MINTS,II R v ri L COi Ml E IN T < 0 1 10/2,3117 Fll-vis!ONS PER LL -jco c- < < j R7'Y < < < '10 RTY COUNTY COMMENTS FUEVIS'ONS PER, 6/28118 Uj 0 Z < Rr( IP R--V!S'Oi',!-3 iF)ER SIJ M > of RT — Z; T 0 Lu Lu < a: 0 Ory IL w0 Lu 400 Lu -01 AP-PROVAL RTY 7 10130/1S SIGNATURE RTY UJ J) Lij F -j '0£j Lli F Z U OZ r-) , < co U) Lu 0 - diw III -r 2 Dzmzzza- El R-ELEXI'MINTS,II R v ri L COi Ml E IN T BY 1 10/2,3117 Fll-vis!ONS PER COUNTY CONIMENTS P L T III, �,, E R7'Y 2 23/7 3/7118 REVISIONS PER, Ila RTY COUNTY COMMENTS FUEVIS'ONS PER, 6/28118 i COU2N.1'T'( COMiMENTS Rr( IP R--V!S'Oi',!-3 iF)ER 't VDI -OT C-01TVINAIENTS RT PE -R, F)TY COMMENTS -3 -01 AP-PROVAL RTY 7 10130/1S SIGNATURE RTY KNOVVIAMI"J"S BELOW AILY'l'i SCALL10-311 9 M it�s fa-ae- Its ohe -llsillli, OK, �--),v D F 0 R CONSTRUCTION PROJECT No.: V152000 'Y PROJECT AIN BY: EEN CHECKED BY: RT)" C r IA"71 E: AS NOTED PRO ti'k TT7 llk�'Ulv Jlllilll�l ENT -j A -id-1 N G U- RO DBROAD 1 ARCHER AVENUE LOCATIO-K, OF SITE ROU T'c": 29 3'c-MINOLEE TRAJL RD ANID STTAA,71-17- F—?�,)UTP R, -A, 5D0i=O UROU-JIDS ROAD Liu I I c o -j y AUEBES,11R� E- 1, 4� I,- -- h" 1 ,, vi JU El CK-11-� A A z L S Ul 1 T 2 5, 'fid 1_R3.'=. F TGAPU., VMMN-1 3, A 2 0 i 8 6 phi 349-0321 A y--- i'lo. oJ020 41 10/3011 'g V-02 - rSHEET TITLE. �K' 1H'' D I STANCE q-- AFRO -Fill' -n ARCHEER AVENUE NOWTH S"D U T SHEET NUMBER 43( 420 410 400 390 380 370 H:115\V152000\DRAVVINGSXPl_AN sETS\SECTION 1\ROAD IMPROVEMENT PLAN- POLO GROUNI)S\V152000PL3,DWG PRINTED BY DREARDON 10.30.18 @ 12:44 PM LAST SAVED BY: MGIBSON I luu f Tou b+uu 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION I WEST SIGHT DISTANCE SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 430 420 410 400 3_90 180 M 10" 50 25 12.5 0 50 Lw� I I i..= 50' NOTE. TREES LOCATED'AlITHIN THE SIGHT LINES AT THE iNTER�ECTIONS TO BE LIMBED AS NEEDED TO MAINTAR-1 REQUIRED SIGHT DIST AN CE. REV DATE COMMENT — - — - — --------------- ............... T T RTY-0- Phone: (540) 349-4500 UNTY COMMENTS Fax: (15 40) 34960321 2 3171 !25 1 REVISIONS p -SR, RTY - - ----------- U N �i' G 0 DTi Nil E1\1 S al fl fl RT, 8!3 oil' i 8 PEVI-314ONIIS PAIR _ RTY "! CO!'` uOT NIENTS 5 9/5/18 REVISICAAS PER ACSA COMMIENTS RTY 6 9128/118 FOP, APPROVAL RTY 7 1 013011 A- S I G N A TU RE RT`f L; - 1:5\P A R —} ---- - --' o� EYE PROP. GRADE EX. GRADE I L T_ o8i I luu f Tou b+uu 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION I WEST SIGHT DISTANCE SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 430 420 410 400 3_90 180 M 10" 50 25 12.5 0 50 Lw� I I i..= 50' NOTE. TREES LOCATED'AlITHIN THE SIGHT LINES AT THE iNTER�ECTIONS TO BE LIMBED AS NEEDED TO MAINTAR-1 REQUIRED SIGHT DIST AN CE. REV DATE COMMENT BY ............... 10126115 7 REVISiOINS PER RTY-0- Phone: (540) 349-4500 UNTY COMMENTS Fax: (15 40) 34960321 2 3171 !25 1 REVISIONS p -SR, RTY U N �i' G 0 DTi Nil E1\1 S al fl fl RT, 8!3 oil' i 8 PEVI-314ONIIS PAIR _ RTY "! CO!'` uOT NIENTS 5 9/5/18 REVISICAAS PER ACSA COMMIENTS RTY 6 9128/118 FOP, APPROVAL RTY 7 1 013011 A- S I G N A TU RE RT`f L; Kir�!01P-; WHIATS _EjE-1 01,A] AL51 C', A LL 8, i y a !; D i Q itB ­ast N;s f, aifs the law. 'J E FO pr PROTEC:T iNio�: 1520 Fril CHE-CKED BY: RTY Dom; TP—: 10105113 A,8 NOTED (_-AD 1. D.: PL3 PROJEr—T: RGAiD IMPROVEMENT 2- -Lli!Li 1 Z TEROUTL-65-1-3POLO GROUNDSROAD, STELL,ljk� T LA �N!E AND ARCHER AC OF S E, ilRQUTH,13 PU CD GROUAIDS Ro I A CHARLOT ALBEMARLE COUNTY, VA. Li v I - rl- MOM 417 i,, Nih 0402056620 �W i 0130/1 8' x3o 3 0 NV­ E�- �1_1 � T UE i _lHT:DU_DTANyl_-__FE' ST-i"b-I'LLA .ted NTE, JINTE,RS EECTION 1 `NEST N7 ,EST S H E PE T N U Nl E3 E !R: ............... ml , 7z :LF, a a zi -c,; V V IT 01 Phone: (540) 349-4500 Fax: (15 40) 34960321 VA@Bahjer='-n gcom v I - rl- MOM 417 i,, Nih 0402056620 �W i 0130/1 8' x3o 3 0 NV­ E�- �1_1 � T UE i _lHT:DU_DTANyl_-__FE' ST-i"b-I'LLA .ted NTE, JINTE,RS EECTION 1 `NEST N7 ,EST S H E PE T N U Nl E3 E !R: 430 420 410 400 390 380 370 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PL3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:45 PM LAST SAVED BY: MGIBSON 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 1 EAST SIGHT DISTANCE i SCALE: 1I'= 50' HORIZONTAL 111= 5' VERTICAL 430 420 410 M 390 380 370 s 50 25 12.5 0 50 1 °'W 50' NOM TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. r A / ti T c J 2 rpt PER 0 i ;f,/�,:1,;'x. § i 1 i d'..OMI Nil E NTS r°y 1 - ION1 gyp( 6 � % 01 3j7; f - I Cu l311 Y CONINIENTS RTY 1 3 6126/18 COUNT o` COMMENTS � 1 OBJ r 2 S-< 0¢ a V3DOT CONI LENT' RE'JiSiIONS PER -RTY 5 _'1 0 2 C J ($fes 1 Lu 8 l L Q 6 co o ( I 3 I r Z � a, 1 I I 1 '---r - 1 �ID i _Lzz> < LO OLw, m J !� 0 — zro v rEj i 1 1 ¢_ < -7 G �V C I 48 O ¢ 2 O z u z ¢ _ 1 z z c5 z- -' G^, I �' r�,i _z�lzzz� o�SN E PROP.G4DE I I 1 i I I I w M " 1 I ---------- 7 10 1 i EX. GRAD I I j i 1 I I I I _0Eu S I $ ii 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 1 EAST SIGHT DISTANCE i SCALE: 1I'= 50' HORIZONTAL 111= 5' VERTICAL 430 420 410 M 390 380 370 s 50 25 12.5 0 50 1 °'W 50' NOM TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. LVVA'Y CALL 81,E BEFORE YOU M $$'s fast f -.'S fit11`-s the 1 a JC S ON P ROJECT No.: V152000 BY: EEN HECK -ED r6Y: RTY ATE: i0/05/18 CALE: AS LIOTED CAD I — PLS T. 8 —1''''--q? I 28L ACW04E L PARK LANE, SUITE 201 WAR NT N, VIRGINIA 20`186 j Pone: ( O) 349-4500 F ( 40) a49 -03K1 RMI IfAUM — LI,-- Nae402#055662 RN SHEET € iTLE: SIGHT DISTANCE SHEET NUfJ'dJBE' v r A / ti T c J 2 rpt PER 0 i ;f,/�,:1,;'x. § i 1 i d'..OMI Nil E NTS r°y 1 - ION1 gyp( 6 � % 01 3j7; f - I Cu l311 Y CONINIENTS RTY il 3 6126/18 COUNT o` COMMENTS � 1 4 r 2 S-< 0¢ a V3DOT CONI LENT' RE'JiSiIONS PER -RTY 5 _'1 0 2 C J ($fes 1 LVVA'Y CALL 81,E BEFORE YOU M $$'s fast f -.'S fit11`-s the 1 a JC S ON P ROJECT No.: V152000 BY: EEN HECK -ED r6Y: RTY ATE: i0/05/18 CALE: AS LIOTED CAD I — PLS T. 8 —1''''--q? I 28L ACW04E L PARK LANE, SUITE 201 WAR NT N, VIRGINIA 20`186 j Pone: ( O) 349-4500 F ( 40) a49 -03K1 RMI IfAUM — LI,-- Nae402#055662 RN SHEET € iTLE: SIGHT DISTANCE SHEET NUfJ'dJBE' v ti T c J o PER 0 ry' ;f,/�,:1,;'x. § i 1 i d'..OMI Nil E NTS i`,T't 1 - ION1 gyp( 6 � % 01 3j7; f - I Cu l311 Y CONINIENTS RTY R EVISIONIS PER 3 6126/18 COUNT o` COMMENTS RTY REVISION'S PER 4 r 2 S-< 0¢ a V3DOT CONI LENT' RE'JiSiIONS PER -RTY 5 _'1 0 2 C J a J 8 L� L Q 6 co o ( 7.0f30/3r3 Ali i3.1e 3's' SIO I r Z >>L '---r - 1 �ID i _Lzz> < LO OLw, m J !� 0 — zro v rEj J 0 1 ¢_ < -7 G �V C O ¢ 2 O z u z ¢ _ ¢ z z c5 z- -' G^, 1 �I O IL L L J T �' r�,i _z�lzzz� o�SN E LVVA'Y CALL 81,E BEFORE YOU M $$'s fast f -.'S fit11`-s the 1 a JC S ON P ROJECT No.: V152000 BY: EEN HECK -ED r6Y: RTY ATE: i0/05/18 CALE: AS LIOTED CAD I — PLS T. 8 —1''''--q? I 28L ACW04E L PARK LANE, SUITE 201 WAR NT N, VIRGINIA 20`186 j Pone: ( O) 349-4500 F ( 40) a49 -03K1 RMI IfAUM — LI,-- Nae402#055662 RN SHEET € iTLE: SIGHT DISTANCE SHEET NUfJ'dJBE' v 1 COM-NIENT BY i PER 1 ;f,/�,:1,;'x. § i 1 i d'..OMI Nil E NTS i`,T't 1 - ION1 gyp( 3j7; f - I Cu l311 Y CONINIENTS RTY R EVISIONIS PER 3 6126/18 COUNT o` COMMENTS RTY REVISION'S PER 4 8130/18 RTY V3DOT CONI LENT' RE'JiSiIONS PER -RTY 5 I c/5 3 A,CSA u= N'llN, ENIT S 8 1 9128118 1 r -Ori, PP R OVA,, L RTY ( 7.0f30/3r3 Ali i3.1e 3's' SIO I RTY LVVA'Y CALL 81,E BEFORE YOU M $$'s fast f -.'S fit11`-s the 1 a JC S ON P ROJECT No.: V152000 BY: EEN HECK -ED r6Y: RTY ATE: i0/05/18 CALE: AS LIOTED CAD I — PLS T. 8 —1''''--q? I 28L ACW04E L PARK LANE, SUITE 201 WAR NT N, VIRGINIA 20`186 j Pone: ( O) 349-4500 F ( 40) a49 -03K1 RMI IfAUM — LI,-- Nae402#055662 RN SHEET € iTLE: SIGHT DISTANCE SHEET NUfJ'dJBE' v 450 440 430 420 410 400 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000PL3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:47 PM LAST SAVED BY: MGIBSON rLIMITS OF- 1 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 2 WEST SIGHT DISTANCE SCALE: V= 50' HORIZONTAL V= 5' VERTICAL 450 440 430 420 410 400 s 4 50 25 12,5 0 50 1 NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. - `0 \ - — R x E F;u3.0,?iE T BY : R®'>iSl3�dv PERI " 1 I J/25117 RTY 1. fJ < z = w �jyy i ? J 0 zlI j O J L z W. 317/13 f k e n ,ti J — Q L i REVISIOT•IS PER y r — "12r1'I v Cul I'>ITY COMrdEl*1TS RT` PER QF -OO moo. -01 CONI ENTS RTY r LEw x -- - `- - ---- -- -- -- - — f ------ C ------ .- RTY z< _ m�-.�..-`------ 7 10/30/118 SUBI+iIISSION J rCeN C O o= ^= -' Cie < T Z Z r Q Z w Ou¢ O O w �S�P• 25 335 Cv �`Q r El4 J O O Q �. l � PROP. GRADE i v tY fY re 0 0J ?z0}}wpm u owl UJI CrJ <, w f irJ /// � f i ADE �J��Q�\Q��O �� -=---- --- - T- - - - ---- -,- I _--- ---- ------ -----141�50�5 I oB,i I I I !� i 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 2 WEST SIGHT DISTANCE SCALE: V= 50' HORIZONTAL V= 5' VERTICAL 450 440 430 420 410 400 s 4 50 25 12,5 0 50 1 NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. REVi Si (DNI 3 I, - `0 \ - — R x E F;u3.0,?iE T BY : R®'>iSl3�dv PERI " 1 I J/25117 RTY 1. fJ < z = w �jyy i ? J 0 zlI j O J L z W. 317/13 f k e n ,ti J — Q L i REVISIOT•IS PER y r — "12r1'I v Cul I'>ITY COMrdEl*1TS RT` PER QF -OO moo. -01 CONI ENTS RTY 1 ✓ ul:i"15 R---VFS';0 jS PER / CS,`-'�r''?i'-!i:imi�iT-:� i C o i FOR APPROVAL RTY z< �o ( SIGNATURE 7 10/30/118 SUBI+iIISSION J rCeN C O o= ^= -' Cie < T Z Z r Q Z w Ou¢ O O w r El4 J O O Q �. re v tY fY re 0 0J ?z0}}wpm u owl L LU LIJ <, w f irJ � f i REVi Si (DNI 3 I, - `0 \ - — R x E F;u3.0,?iE T BY : R®'>iSl3�dv PERI " 1 I J/25117 RTY 1. COUNTY COMMENTSRTY "=VISIONS ,PER 2 317/13 COU T Y COMMENTS RTY REVISIOT•IS PER "s "12r1'I v Cul I'>ITY COMrdEl*1TS RT` PER {>'REVI-BIONS -01 CONI ENTS RTY 1 ✓ ul:i"15 R---VFS';0 jS PER RTY CS,`-'�r''?i'-!i:imi�iT-:� i C i 9128%18 i FOR APPROVAL RTY ( SIGNATURE 7 10/30/118 SUBI+iIISSION RTY 4 r KNO%j'V WHAT'S BE -10W ,Ad-'VIB- CAI I 811 AES a' 'V70LI �x3 p ENT T j` T i_ Id _ F OR I l 1 � ' � rr �� a b ' . �� !) - A .'ice' I li,� .f s1 $ .e iii, ARCHERAVENUE LOCATION OF SITE ROUTE 29 SEEMINOLE: MAJIL RD AFID 7, E ROUTE 61- G-01 INDS R U LY, ROAD t k AR I FI 3- 9 SV1_ LE TI 5-1 �� �yt 2aACry ' - - PA F' N2, SL?i T E 201 C:mm i1 -ax: US -40,1 3-4AS-0321 : V182000 AEI'.!. FDPAYVN RTY 1. AS el1OTmC p ENT T j` T i_ Id _ F OR I l 1 � ' � rr �� a b ' . �� !) - A .'ice' I li,� .f s1 $ .e iii, ARCHERAVENUE LOCATION OF SITE ROUTE 29 SEEMINOLE: MAJIL RD AFID 7, E ROUTE 61- G-01 INDS R U LY, ROAD t k AR I FI 3- 9 SV1_ LE TI 5-1 �� �yt 2aACry ' - - PA F' N2, SL?i T E 201 20186 i1 -ax: US -40,1 3-4AS-0321 C a t 1,3011 a ' - SHEET TITLE: SIGHT DISTANfl.-M INT ERS"TA WEST SHEET NWIJIBER 'n 6 RMO mm—, I 45( 440 430 420 410 400 H k15kV152000\DRAVVINGS\P1-AN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROI-NDSW152()0()P1-3.DWG PRINTED BY DREARDON 10.3 30.18 @ 12:48 PM LAST SAVED BY: MGIBSON Ivu f Z)v otuu b+bu 9+00 9+50 10+00 10+50 11+00 11+50 12+00 STELLA LANE INTERSECTION 2 EAST SIGHT DISTANCE SCALE: III'= 50' HORIZONTAL V= 5'VERTICAL 12+50 13+00 13+50 MT BETWEEN INTERSECTIONS 450 440 430 420 410 400 71111\1- - 50 25 12.5 0 50 1 50' NOTE: IFREES LOCATED VVITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEE -DED TO MAINI-AIN REQUIRED SIGHT DISTANCE. TI P R 0 F I UIE' S T E L L 1L,11 N E FREV TE C aVI M -EN T BY x 10,12 6 /1 7, REV!Si0iN'-- PER ' RTY fax: (5=x0)'4'0-0321 - - - - ------------------- - — - -------- 2 PEzvi�;Ioils PPR -OUNTY COMMENTS < RE -,V!13" PER, RTY 091 4 (D REVISIONS PER RTY L -5 9!5118 REVISIONS- PER RTY ACSA COMMENTS 6 M-8/1 8 ----T IFOR )APPROVAL RTY 7 < 00 Q C SI -NATURE T 1 MY T uj A 4 06 k'Ama, —1 I�l < <0- 2' < -di z -9a- y <�, CL L, L C5 j� i 91 < :z zf -LP i7l 0 w 0 L -I < 0 0 LE (j) W rJ E uj I E PROR GRADE in C - i Y o a LL < L>1j wL- N, T LLj -zG000 LIJ uz T n LLJ 0 Fu Ljj L'i S 7- m "N EL X. GRADE 013j LLj Ivu f Z)v otuu b+bu 9+00 9+50 10+00 10+50 11+00 11+50 12+00 STELLA LANE INTERSECTION 2 EAST SIGHT DISTANCE SCALE: III'= 50' HORIZONTAL V= 5'VERTICAL 12+50 13+00 13+50 MT BETWEEN INTERSECTIONS 450 440 430 420 410 400 71111\1- - 50 25 12.5 0 50 1 50' NOTE: IFREES LOCATED VVITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEE -DED TO MAINI-AIN REQUIRED SIGHT DISTANCE. REVISIONS TI P R 0 F I UIE' S T E L L 1L,11 N E FREV TE C aVI M -EN T BY x 10,12 6 /1 7, REV!Si0iN'-- PER ' RTY fax: (5=x0)'4'0-0321 0 IJ!`,' T Y C 0 M -ASIS T 3 2 PEzvi�;Ioils PPR -OUNTY COMMENTS < RE -,V!13" PER, RTY r-oull-1-1-v Co -MME -NTS 4 (D REVISIONS PER RTY L -5 9!5118 REVISIONS- PER RTY ACSA COMMENTS 6 M-8/1 8 ----T IFOR )APPROVAL RTY 7 < 00 Q C SI -NATURE ,j3 i5§if3l,'rij'I MY T A 4 k'Ama, —1 I�l < <0- 2' < -di z -9a- y <�, CL L, L C5 j� i 91 < :z zf -LP i7l 0 w 0 L -I < 0 0 LE (j) W rJ rn U) z Y o a LL < L>1j wL- N, T LLj -zG000 LIJ uz T n LLJ 0 Fu Ljj L'i S 7- m "N EL REVISIONS KN( D V'V `� HA 0 11 V F, R ,7 -U IG _jF it's fast. It's frR s the law. -PPROVED FOR ,AF ':'F n —Z JEr-0 '71. 200 EE N RTY rj� T PC: 110/05/18 CAL, -1: AS NOTED CAD I. D.: PROJECT: I ROAD I !MPROVEIMENT 1 -P f PLA N Sc T KIFE Ro -f j T ,_ I E 643 POLO GROUNDSROAD, ST E° IL FF AND ARP'TPg'"'r�-,7,,1 A7�7—HrJIUE j - RID! ND STIPciT E: ROUTEE 43 POLO GROUNED-S-3 ROAD CHAR L071 ESVILLE ALBEMARLE COUNTY, VA TI P R 0 F I UIE' S T E L L 1L,11 N E FREV TE C aVI M -EN T BY IWARRENT ON,VIRGINIA 20186 10,12 6 /1 7, REV!Si0iN'-- PER ' RTY fax: (5=x0)'4'0-0321 0 IJ!`,' T Y C 0 M -ASIS T 3 2 PEzvi�;Ioils PPR -OUNTY COMMENTS RTY RE -,V!13" PER, RTY r-oull-1-1-v Co -MME -NTS 4 I 8130/18 REVISIONS PER RTY VDOT GONPAENTS -5 9!5118 REVISIONS- PER RTY ACSA COMMENTS 6 M-8/1 8 ----T IFOR )APPROVAL RTY 7 8 C SI -NATURE ,j3 i5§if3l,'rij'I MY T KN( D V'V `� HA 0 11 V F, R ,7 -U IG _jF it's fast. It's frR s the law. -PPROVED FOR ,AF ':'F n —Z JEr-0 '71. 200 EE N RTY rj� T PC: 110/05/18 CAL, -1: AS NOTED CAD I. D.: PROJECT: I ROAD I !MPROVEIMENT 1 -P f PLA N Sc T KIFE Ro -f j T ,_ I E 643 POLO GROUNDSROAD, ST E° IL FF AND ARP'TPg'"'r�-,7,,1 A7�7—HrJIUE j - RID! ND STIPciT E: ROUTEE 43 POLO GROUNED-S-3 ROAD CHAR L071 ESVILLE ALBEMARLE COUNTY, VA 'PAL, 10 YAUE-rm 4 I & Lic, No. 0402056625 W 10/3 0118 44 A TI P R 0 F I UIE' S T E L L 1L,11 N E -T 11NITERSEC T1,01P4 2 EAST PAR' -SUITE 201 IWARRENT ON,VIRGINIA 20186 Phone: (540) 349-4500 ja ja fax: (5=x0)'4'0-0321 'PAL, 10 YAUE-rm 4 I & Lic, No. 0402056625 W 10/3 0118 44 A -T -T 1 IC7 TF D1 Cil E P R 0 F I UIE' S T E L L 1L,11 N E -T 11NITERSEC T1,01P4 2 EAST -HEET 1 IYVI-SER: ja ja 46( 45C 440 430 420 H:kl 51V152000\DRAVVINGS\PLAN SETSXSECTION 1 \ROAD IMPROVEMENT PLAN -POLO GROUNDS\Vl 52()()OPL3.[)WG PRINTED BY: DREARDON 10.30.18C.12:50PM LAST SAVED BY: MGIB,9(-)N Tljv U*vu y+bu 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 3 WEST SIGHT DISTANCE SCALE: V= 50 ' HORIZONTAL V= 5'VERTICAL 460 450 440 430 H 50 25 12.5 0 50 III= 50" NOTE. TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. T IF DA I E 00 N1 iril E-iiA T BY STEL F IONS PER _ x : COUNFY COMMENITS 2 2 '. FE:ViSiONS PER 1 �v r r _0'ji TY CONINIENTS RTY <V 6,1261 RECISIONS PER 0 LL COUNTY COMMENTS RTY 2 W r1:1WI/1,13 REVISloilS PER RTY < --r VDOT C0i"JIMENTS 0 15/13 REVISIONIS PER < < < im- J) 0 A� RTY L3 I 9f28/1,S F -OR AP-PP'OVAL F RTY 7 13,0113 3 1 G i q A T U R, E C6 -- ---- ------ ----- ----�-------- --_�-_----- (D LID �-- -- � . �-- ''tel EX. GRAD � ---- --- I- - � ---- < ro C6 < Lu > < 7-. , 7-Z> < j 7, cr > _j , 1ooL-I - � < -;� - DI , � J c jr D dh 0 Lu < 0 0 Lu 2,� 7 4, co co Z "o L� ff PROP. GRADE M.8 r Pi4 ml� 0 0 < x D_ =F ;E 2 Lu Lu z a-' Lu o8i > JD D UD 6+sn Tljv U*vu y+bu 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 3 WEST SIGHT DISTANCE SCALE: V= 50 ' HORIZONTAL V= 5'VERTICAL 460 450 440 430 H 50 25 12.5 0 50 III= 50" NOTE. TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. Ks,JOVV ,111H T'S BEL O'01 A I L -MAYS CALL 811 M -FORE YOU DIG Ws fast it's fr-aa, 47� lhe Iaw. O R T "RUCT ION 5 ' 00 2 E] j E RT oio5/1 8 OTE LRRA 7111 P�Y,7 �=! =52000 p DRAWN BY: EEN CHECKED BY: RTY DATE: 0io51l 8 SCALE: AS INOTED CAD LD.: PL3 C_ T7,47,09T— rk TF J 21 M' AN F, OR STATE ROUTE&K3 POLO GROUNDS ROAD, STELLk, 7, 7 0C L CA I (--)F SITE ROUTE 29 SSEEMHNOLE TRAIL RD AND '3TIAll ROUTE 643 POLO GROUNDS ROAD CHAR TTESVI LLE ALBEMARLE COUNW, VA 71 TI 28 BLACKWIELL PARK LANE, SUITE 201 WARRENT N, VIRGINIA 20186 Phone: 1540) 3409-4-500 Fax: [!:z �_40)349-0321 & 'rF o -gy Up— islo_ 04020756625 A !Vi SHEET TITLE.: R V .Evr DA I E 00 N1 iril E-iiA T BY STEL F IONS PER _ x : COUNFY COMMENITS 2 2 '. FE:ViSiONS PER 1 �v r r _0'ji TY CONINIENTS RTY <V 6,1261 RECISIONS PER 0 LL COUNTY COMMENTS RTY 2 W r1:1WI/1,13 REVISloilS PER RTY < --r VDOT C0i"JIMENTS 0 15/13 REVISIONIS PER < < < im- J) 0 A� RTY L3 I 9f28/1,S F -OR AP-PP'OVAL F RTY 7 13,0113 3 1 G i q A T U R, E R SUB 10 IN RTY Lu 0 < < < < Lu > < 7-. , 7-Z> < j 7, cr > _j , 1ooL-I - � < -;� - DI , � J c jr D dh 0 Lu < 0 0 Lu 2,� 7 4, co co Z "o L� ff I-, M.8 r Pi4 ml� 0 0 < x D_ =F ;E 2 Lu Lu z a-' Lu u-, > JD D UD Ks,JOVV ,111H T'S BEL O'01 A I L -MAYS CALL 811 M -FORE YOU DIG Ws fast it's fr-aa, 47� lhe Iaw. O R T "RUCT ION 5 ' 00 2 E] j E RT oio5/1 8 OTE LRRA 7111 P�Y,7 �=! =52000 p DRAWN BY: EEN CHECKED BY: RTY DATE: 0io51l 8 SCALE: AS INOTED CAD LD.: PL3 C_ T7,47,09T— rk TF J 21 M' AN F, OR STATE ROUTE&K3 POLO GROUNDS ROAD, STELLk, 7, 7 0C L CA I (--)F SITE ROUTE 29 SSEEMHNOLE TRAIL RD AND '3TIAll ROUTE 643 POLO GROUNDS ROAD CHAR TTESVI LLE ALBEMARLE COUNW, VA 71 TI 28 BLACKWIELL PARK LANE, SUITE 201 WARRENT N, VIRGINIA 20186 Phone: 1540) 3409-4-500 Fax: [!:z �_40)349-0321 & 'rF o -gy Up— islo_ 04020756625 A !Vi SHEET TITLE.: R V .Evr DA I E 00 N1 iril E-iiA T BY STEL I O/�1611 7 IONS PER RTY zi 7VV-� COUNFY COMMENITS 2 2 31711 FE:ViSiONS PER r _0'ji TY CONINIENTS RTY 3 6,1261 RECISIONS PER COUNTY COMMENTS RTY r1:1WI/1,13 REVISloilS PER RTY VDOT C0i"JIMENTS 15/13 REVISIONIS PER ACS�A CONINIENTS RTY L3 I 9f28/1,S F -OR AP-PP'OVAL F RTY 7 13,0113 3 1 G i q A T U R, E SUB 10 IN RTY Ks,JOVV ,111H T'S BEL O'01 A I L -MAYS CALL 811 M -FORE YOU DIG Ws fast it's fr-aa, 47� lhe Iaw. O R T "RUCT ION 5 ' 00 2 E] j E RT oio5/1 8 OTE LRRA 7111 P�Y,7 �=! =52000 p DRAWN BY: EEN CHECKED BY: RTY DATE: 0io51l 8 SCALE: AS INOTED CAD LD.: PL3 C_ T7,47,09T— rk TF J 21 M' AN F, OR STATE ROUTE&K3 POLO GROUNDS ROAD, STELLk, 7, 7 0C L CA I (--)F SITE ROUTE 29 SSEEMHNOLE TRAIL RD AND '3TIAll ROUTE 643 POLO GROUNDS ROAD CHAR TTESVI LLE ALBEMARLE COUNW, VA 71 TI 28 BLACKWIELL PARK LANE, SUITE 201 WARRENT N, VIRGINIA 20186 Phone: 1540) 3409-4-500 Fax: [!:z �_40)349-0321 & 'rF o -gy Up— islo_ 04020756625 A !Vi SHEET TITLE.: SIGHT DISTANC.E. PROFILE STEL -L Lx9 NE I N TE E, R S E C T 1 (33) N zi 7VV-� SH.E�ET j',Jlji;�Aa--�R: Cl r LIMITS OF ,� --. '.. -_ ._ .-:a' .. _ '. x ,. .. 's ., ., -,`- .,. �:. '-, -,. more tnn nninr 1';: .., ..,, �'-.: '• .... ,. .-. 460 450 440 430 420 r �$ 7 P BY r �I �I ig Y ' RTY (a CO NN I ( COlrINIENTS 2 8/rt1$ F '°1,diONS PER ~rzilid,,J l_. -sem C -z z a Ya A�/1, r I O u I i CO= �NTY COMIMENTS z •.b._°+ REVISIONS PER RTY VDOT CO�t MENTS 915118 REVISIONS PER r r F5 &g, �n 63 I :'1 2 8 1 :8 i PCR APPROVAL A '=—TURE r_ j ^ RTY Y I 1 f OBJ i I I I 1 % 02 O�g1GN . ,, ... :.. -... r- x ---- — ----- — r, _ ' ;._., _ - r'' L z '' " Vf I EY E L r r Q O —� t� Z > C_ = i= •' I � ' �..--� —'!' j I t 14+38.08 m r a a EX. GRADE -- -------- C< O O u — -- Q�R�1\ �a�����QrG�Cp i%! � I Ly 460 450 440 430 420 b+bu 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 3 EAST SIGHT DISTANCE SCALE: I"= 50' HORIZONTAL 1 "= 5' VERTICAL H:115\V152000\DRAVVINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PL3.DWG PRINTED BY: DREARDON 10.30.18 @ 12 53 PM LAST SAVED BY: MGIBSON 460 450 440 430 420 50 25 12.5 0 50 1..= 50' NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. DAT E P BY 1 11/25/17 REVISIONS PER Y ' RTY O CO NN I ( COlrINIENTS 2 8/rt1$ F '°1,diONS PER ~rzilid,,J 1 C -z z a Ya A�/1, r I O u I i CO= �NTY COMIMENTS z 818!�i18 REVISIONS PER RTY VDOT CO�t MENTS 915118 REVISIONS PER RTYACSA F5 COMMENTS �n 63 I :'1 2 8 1 :8 i PCR APPROVAL RT!' '=—TURE I j ^ RTY Y I 1 f OBJ i I I I 1 % O�g1GN caN�MH r- x ---- — ----- — L z o0 I I EY E L r r Q O —� t� Z > C_ = i= •' I � PROP. GRADE �..--� —'!' j I L`'3�iSQ EX. GRADE -- -------- C< O O u — -- Q�R�1\ �a�����QrG�Cp i%! � I I i 11 } 2 J -,<-< F ti 1'1 z J> \ YLL1Lij e W x O " ? i J 1 �n ri p i I I � I iY r T f b+bu 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LANE INTERSECTION 3 EAST SIGHT DISTANCE SCALE: I"= 50' HORIZONTAL 1 "= 5' VERTICAL H:115\V152000\DRAVVINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000PL3.DWG PRINTED BY: DREARDON 10.30.18 @ 12 53 PM LAST SAVED BY: MGIBSON 460 450 440 430 420 50 25 12.5 0 50 1..= 50' NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. RI've V SIGNS REV DAT E P BY 1 11/25/17 REVISIONS PER Y ' RTY O CO NN I ( COlrINIENTS 2 8/rt1$ F '°1,diONS PER ~rzilid,,J 1 C -z z a Ya A�/1, r Q O o O u i CO= �NTY COMIMENTS z 818!�i18 REVISIONS PER RTY VDOT CO�t MENTS 915118 REVISIONS PER RTYACSA F5 COMMENTS �n 63 I :'1 2 8 1 :8 i PCR APPROVAL RT!' '=—TURE 7 I Q 2 O Q ^ RTY Y I 1 f i I I I 1 % L z o0 L r r Q O —� t� Z > C_ = i= •' C- �..--� —'!' >LyLC !y O O Iw i C< O O u i%! c 11 } 2 J -,<-< F ti 1'1 z J> \ YLL1Lij e O " ? i J U v p i 7 O iY / T f RI've V SIGNS REV DAT E C{ONWIENT BY 1 11/25/17 REVISIONS PER Y ' RTY CO NN I ( COlrINIENTS 2 8/rt1$ F '°1,diONS PER RTY yiei`jTfCOS':iMEN TS a Ya A�/1, _ r -VI x10118 PER �;� �3, RTY i CO= �NTY COMIMENTS 4 818!�i18 REVISIONS PER RTY VDOT CO�t MENTS 915118 REVISIONS PER RTYACSA F5 COMMENTS 63 I :'1 2 8 1 :8 i PCR APPROVAL RT!' '=—TURE 7 I 101300"11? S BM StCbj i RTY Y I 1 f i I I I - r)-Ia J ,1H 'S 8L 1 t a. BEFORE YOIJ DIG It's fiasL It's rrae. 1Y's the law. a"1 ac r- ---------- t C ° 3 x r, : V152000 CHECKED BY: RTY DATE: 10/05/18 SCALE: AS NOTED CAD I.D.: PL3 FPROJECT: � (f� �� ,I �1 ill MPROVEMENT PLAN u FOR - S TATE ROUTE (-43 POLO GROUNDS ROAD, STEUTLA LANE ANb ARI`i 3���# 2 VENME LOCAT 1011-31,1 IDT' S -ITE RV c, IT� 0,Arlin°01 E TRAIL RD POIO GiROUNDS ROAD LBEMAR E COUNTY, N/A TI --- - LACXMf,-!E L PARK'LANE, SUITE 2011 W RREN T ON, VIRGINIA 20.186 Phone: (540) 349-4500 Fax: (540)349-0321 .1w:' ,' Lic, No. 04020 56625 - Au- �: SHEET T SLE Seri I''' 31 A j" -,CI' PRIFIL E STERL ., A L,A04E s Exhibit 6-32. Intersection sight distance d l Eri*&q sinuirq. doAnj�4 cl, omullng Suaw, d"" 021 €r, hnt ,-f -ra [I SrQ,td , CONTENTS 6.3.90.1 Length orapproach leg of sight triangle The length of the approach log of the sight triangle should be limited to 15 m (49 ft), British research on sight distance determined that excessive intersection sight distance results in a higher frequency of crashes. This value, consistent with Brit- ish and French practice, is intended to require vehicles to slo'A, clown prior to entering the roundabout, which allows them to focus on the pedestrian crossing prior to entry. If the approach leg of the sight triangle is greater than 16 m (49 ft), it may be advisable to add landscaping to restrict sight distance to the minimum requirements. 6.3,10.2 Length of conflicting leg of sight triangle A vehicle approaching an entry to a roundabout faces conflicting vehicles within the circulatory roadway. The length of the conflicting leg is calculated using Equation 6-3: b 0.278(V,,j,)([J (6-3a, metric) where: b length of conflicting leg of sight triangle, m design speed of conflicting movement, km/h, discussed beiooi t, critical gap for entering the major road, s, equal to 6.5 s b= 1A68(V,3,,)(t,) (6-3b, U.S. customary) where: b = length of conflicting leg of sight triangle, ft design speed of conflicting movement, mph, discussed below critical gap for entering the major road, s, equal to 6,6 s 16Z Federal HighwayAdininistration 0 P"'t"e't CONTENTS Two conflicting traffic streams should be checked at each entry: * Entering stream, comprised of vehicles from the immediate upstream entry. The speed for this movement can be approximated by taking the average of the entry path speed (path with radius R, from Exhibit 6-12) and the circulating path speed (path with radius R, from Exhibit 6-12). * Circulating stream, comprised of vehicles that entered the roundabout prior to the immediate upstream entry. This speed can be approximated by taking the ,peed of left turning vehicles (path with radius R., from Exhibit 6-12). The critical gap for entering the major road is based on the amount of time required for a vehicle to turn right while requiring the conflicting stream vehicle to slow no less than 70 percent of initial speed. This is based on research on critical gaps at stop -controlled intersections, adjusted for yield -controlled conditions (9). The criti- cal gap value of 6.5 s given in Equation 6-3 is based on the critical gap required for passenger cars, which are assumed to be the most critical design vehicle for inter- section sight distance. This assumption holds true for single -unit and combination truck speeds that are at least 10 krn/h (6 mph) and 15 to 20 krn/h (9 to 12 mph) slower than passenger cars, respectively. Conflicting Conflicting Exhibit 6-33. Computed Approach Speed Computed Approach Speed Computed length of conflicting leg of (kirnih) Distance (m) (Mph) Distance (ft) intersection sight triangle. 20 361 10 95.4 25 45_2 15 143.0 30 54,2 20 190.1 35 63,2 26 238.6 40 72.3 30 286.3 In general, it is recommended to provide no more than the minimum required Providing more than the intersection sight distance an each approach. Excessive intersection sight distance minimum required intersection can lead to higher vehicle speeds that reduce the safety of the intersection for all sight distance can lead to road users (vehicles, bicycles, pedestrians). Landscaping can be effective in re- higher speeds that reduce stricting sight distance to the minimum requirements. intersection safety. Note that the stopping sight distance on the circulatory roadway (Exhibit 6-30) and the intersection sight distance to the circulating stream (Exhibit 6-32) imply restric- tions an the height of the central 'Island, including landscaping and other objects, within these zones. In the remaining central area of the central island, higher land- scaping may serve to break the forward vista for through vehicles, thereby contrib- uting to speed reduction. Howevei, should errant vehicles encroach on the central Island, Chapter 7 provides recommended maximum grades on the central island to minimize the probability of the vehicles roiling over, causing serious injury. Roundabouts: An informational Guide - 6: Geometric Design H:%15\V152000\DRAWING3\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDSW152000P1_3.DVVG PRINTED BY DREARDON 10.30.18@12:52PM LAST SAVED BY: MGIBSON M 460 450 357' BETWEEN INTERSECTIONS 10+00 10+50 11+00 11+50 ENTERING STREAM SIGHT DISTANCE - PROFILE I SCALE: 1 "= 50'HORIZONTAL V= 5'VERTICAL LIMITS OF DISTIJRSANCE 460 460 450 450 I � H 50 25 12.5 0 so V= 50' NOTE TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. INTERSECTION SIGHT DISTANCE (INFORMATION FROM "ROUNDABOUTS: AN INFORMATION GUIDE " CHAPTER 6) - APPROACH LEG LENGTH: 49' - CONFLICTING LEG LENGTH: Dr, ENTERING STREAM, 152.67' D2 CIRCULATING: STREAM 152.67- - DESIGN SPEED: ENTERING STREAM: R1= 55', R2 = 60', AVERAGE = 57.5' PER TABLE 6-11, DESIGN SPEED = 16 MPH. CIRCULATING STREAM: R1= 60' DESIGN SPEED PER TABLE 6-11 = 16 MPH. ENTERING STREAM: b = 1.468 (VMAJOR)(TC) b = 1.468 (16)(6.5) b = 152.67 - 153' (SHOWN AS d2 ON IMAGE ABOVE) (VMAJOR = DESIGN SPEED DERIVED FROM EXHIBIT 6-12, AND EXHIBIT 6-11, FOR "R" VALUES ASSOCIATED WITH FASTEST PATH DIAGRAM, SEE SHEET C-916) CIRCULATING STREAM: b = 1.468 (VMAJOR)(TC) b = 1.468 (16)(6.5) b = 152.67 - 153' (SHONWAS d, ON IMAGE ABOVE) 6E X 163.4' LINEAR SIGHT DISTANCECE PROP. GRADE I BY i OBJ F UJ 97,2' LINEAR SIGHT DISTANCE 0 REVISIONS PER LD Lu 'RG`RPflA% 20106) A 1-/I* 611A 11- I L'Y. GRADZ E E 169.5' LIN EAR SIGHT 06J 2.9 6126/18 DISTANCE RTY J COUNITYCONI NI-ENTS PlEvrilONS FIER LU 43 011 8 < < < rL R -F,( a_ < 0 Lu < JJ 9L-1 W E0 CIS ou 9128118 < RTY Y) �7, Z LJ 0 0 LU LLI < 1: M E; D 1: D Ct� z ze Lij 0 LIJ < 0 0 W _J U) CY ca U) Z 0 :-f 4 10+00 10+50 11+00 11+50 ENTERING STREAM SIGHT DISTANCE - PROFILE I SCALE: 1 "= 50'HORIZONTAL V= 5'VERTICAL LIMITS OF DISTIJRSANCE 460 460 450 450 I � H 50 25 12.5 0 so V= 50' NOTE TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. INTERSECTION SIGHT DISTANCE (INFORMATION FROM "ROUNDABOUTS: AN INFORMATION GUIDE " CHAPTER 6) - APPROACH LEG LENGTH: 49' - CONFLICTING LEG LENGTH: Dr, ENTERING STREAM, 152.67' D2 CIRCULATING: STREAM 152.67- - DESIGN SPEED: ENTERING STREAM: R1= 55', R2 = 60', AVERAGE = 57.5' PER TABLE 6-11, DESIGN SPEED = 16 MPH. CIRCULATING STREAM: R1= 60' DESIGN SPEED PER TABLE 6-11 = 16 MPH. ENTERING STREAM: b = 1.468 (VMAJOR)(TC) b = 1.468 (16)(6.5) b = 152.67 - 153' (SHOWN AS d2 ON IMAGE ABOVE) (VMAJOR = DESIGN SPEED DERIVED FROM EXHIBIT 6-12, AND EXHIBIT 6-11, FOR "R" VALUES ASSOCIATED WITH FASTEST PATH DIAGRAM, SEE SHEET C-916) CIRCULATING STREAM: b = 1.468 (VMAJOR)(TC) b = 1.468 (16)(6.5) b = 152.67 - 153' (SHONWAS d, ON IMAGE ABOVE) 6E X 163.4' LINEAR SIGHT DISTANCECE PROP. GRADE I BY i OBJ F UJ 97,2' LINEAR SIGHT DISTANCE 0 REVISIONS PER LD Lu 'RG`RPflA% 20106) A C15 Ex GRADE 0 L'Y. GRADZ 7 I UJ 317118 COUNTY CON% rIENTS mf E CL < - I=-, -i ' 2 2.9 6126/18 - < '1 0 < IL I-) RTY J COUNITYCONI NI-ENTS 10+00 10+50 11+00 11+50 460 460 450 450 CIRCULATING STREAM SIGHT DISTANCE - PROFILE 2 SCALE: V= 50'HORIZONTAL V= 5' VERTICAL 9+50 10+00 10+50 111+00 11+50 460 450 STOPPING SIGHT DISTANCE TO CROSSWALK ON EXIT - PROFILE 3 SCALE: V= 50'HORIZONTAL V= 5'VERTICAL X C 0 M1 i'll Ez N T I BY EYE 97,2' LINEAR SIGHT DISTANCE 0 REVISIONS PER 2ROP:GRADE LUTsl 'RG`RPflA% 20106) A Ex GRADE 0 REVISIONS PER I UJ 317118 COUNTY CON% rIENTS mf E CL < - I=-, -i ' 2 2.9 6126/18 - < '1 0 < IL I-) RTY J COUNITYCONI NI-ENTS PlEvrilONS FIER LU 43 011 8 < < < rL R -F,( a_ < 0 'RE\ASiCN,',S PER < JJ 9L-1 9+50 10+00 10+50 111+00 11+50 460 450 STOPPING SIGHT DISTANCE TO CROSSWALK ON EXIT - PROFILE 3 SCALE: V= 50'HORIZONTAL V= 5'VERTICAL R E V 19 r' —11'Tq REV X C 0 M1 i'll Ez N T I BY < 10/26/17 REVISIONS PER RTY 'RG`RPflA% 20106) < LLJ iax: (E4�­)) f349-0321 ,44Q Nli: C,ohil g � PU 0 REVISIONS PER 0 J < T < 317118 COUNTY CON% rIENTS mf E CL < - I=-, -i ' 2 3 6126/18 - < '1 0 < IL I-) RTY J COUNITYCONI NI-ENTS PlEvrilONS FIER LU 43 011 8 < < < rL R -F,( a_ < 0 'RE\ASiCN,',S PER < JJ 9L-1 1 ;CSA COMM EENTS I M > n = Ld Z ou 9128118 < RTY Y) �7, Z LJ 0 0 LU LLI < 1: M E; D 1: D Ct� z ze Lij 0 LIJ < 0 0 W _J U) CY ca U) Z 0 :-f 4 r7 > 0 < Zvi LIJ < LL, LOLI F- 0 0 0 < UJ 0 5- Ll <ou Uz 0- 0 LJJ LJ I LIJ Z n Z Z Z fL 4 '.-,5: 41 Fri R E V 19 r' —11'Tq REV DATE C 0 M1 i'll Ez N T I BY 1 10/26/17 REVISIONS PER RTY 'RG`RPflA% 20106) COUNTY COMMENTS iax: (E4�­)) f349-0321 ,44Q Nli: C,ohil g � PU REVISIONS PER 2 317118 COUNTY CON% rIENTS RTY 3 6126/18 RE -VISIONS PER RTY J COUNITYCONI NI-ENTS PlEvrilONS FIER 43 011 8 VIDOT C�ONII`VIENITS R -F,( 'RE\ASiCN,',S PER -1 ,3 1 ;CSA COMM EENTS I PTY 6 9128118 FOR APPROVAL RTY SIGNATURE 7 1030/18 RTY KNOW V11HATS EL0104 i,�13 fas�,= it's fr�a� 113S �_he law, 29K) PROJE=CT No.: V1 52000 DR k1"'N E: E N C C C" -HPCKED BY: RTY CIA 10/05113 SCALE, AS NOTED Z01__-______1___ PROJECT: r U Al D IV, I A/11 P RID, IVE, M EF N T PIT 1111, ANI I 1'_-i J ,U U-1-1t],64i POLO GROUND,21ROAD, STELLA 1J`_,,NE AND ARCHER AVENUE C J IN _, SST LOCAT1 7OF ROUTE 29SUNJINIIOLE TRAIL RD A&M ST[A.TFE: R0UT�- �A'l V 1 L L VAI RYM YA, RK 0130PIE, I Nk, S; i EET TITLE: LFJ8T NCE I ± I i A P R 0 F I1_E T' D7R UN � s_ J_ I " D SHEET NUMBER: T. ER, 11 N G '-i ki I: �H 111T 0 'RG`RPflA% 20106) iax: (E4�­)) f349-0321 ,44Q Nli: C,ohil g � PU RYM YA, RK 0130PIE, I Nk, S; i EET TITLE: LFJ8T NCE I ± I i A P R 0 F I1_E T' D7R UN � s_ J_ I " D SHEET NUMBER: H:115W152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000TS3.DWG PRINTED BY: DREARDON 10.30.18 L 12:53 PM LAST SAVED BY: MGIBSON RIGHT OF WAY VARIES EXISTING WIDTH VARIES RIGHT OF WAY VARIES WIDTH EXISTING GRAVEL 1' ASPHALT TRAIL 4' 2.5TRAVEL LANE VARIES TRAVEL LANE SHOULDER EXISTING WIDTH VARIES 10' WIDTH 12' WIDTH WIDTH VARIES WIDTH EXISTING VARIES EXISTING GRAVEL TREES 1' ASPHALT TRAIL 4' 2.5' TRAVEL ANE TRAVEL LANE SHOULDER £ T sur EXISTING tom, TREES 10' WIDTH 12' WIDTH WIDTH VARIES WIDTH 05 =E EXTREESISTING ` VARIES TREES EXISTING tr.''s tii 4a 4."'S'� ✓k t j�rrl„,s+ 'rrp.r . i, a '`. R t Y .+z7. .. a :- j •� �- t 3 ,u, ..v'i`a T s r 5 a.�: �G �* d'', a ' ' ,-r, a �✓ v 2 s w 5 "°,.4.. , �,i'; , '. t; a„ -:' s _ ;;FF �s.', •.-r r _ve srsS 'x' '•"'"_a`,'S Jr'3k ba-bYa`A �i'r '-c s ri. 3. zy. awl a, , t J - y :r'9, a$, r ..i' y, r'? e _ l a a, .� �, l.:s3:-s;. se'4 A� �y J f/ , ,['"^'� �. f r'` :f.r :' 1 °7 ��S Ef.',,. -v.• 'R'RLn zes '_ ,. *V.f.,, i' L t • ' - c, Z -Mr :!'�•'�a.;.; R a9. -.R- Ey �, } {.:sxy ^t _ i a } :f' -u ` 7a... 1 Y (� " , ` "v`r *a :� �, ,y WW2. t� J VARIABLE WIDTH a s '_z ' ti� ��1f-'i 7 r1 pµ` STRIPED MEDIAN r SLOPE - VARIES 2.08% r _."� I VARIES a lg �y C ; " ( ..: -._ i r -2,08% _rti Li �I�i�floll?SII.TI�11�=t;l�ll�ll�ila,_II =lII II lllyll! II IlI Irl I! SII-I!1-II�I1 I1 11='11!_!11-1lI! Ii1='II-111=111= I_ SLOPE R o �U7117i 11=!!! i1!II! 71� _ -y 1 2.osi I--' CG -6 - - _-_ - I, II _ _ _ III=1irl--III-III . II ;.Iil_II 11=111 _=i VARIES ° 1 ; _ - -,I1--L=1 � I _ 1I�I I = 1= = I1_L � i I_L I .i!! --i I,=111=1I I� ! 1 -III ._III -L I_I! I -I Ill I I1- I I1=1T_I -I =- -' - :- '_. i_.I, _ _ -- I i 'd' _1 - � -2.08 /o �- , ,.,LC PE � t3 , - - - - - - - - - - . h _I - � _ , .. L 1=111 =111-; � _ _I i= ( I. =, '_ - "" "�• �1tS I' - _ ,_ _ I_, - = , _ __1._ _,ii c,.; '.�i, III,--�i-{iI , , ,III. _I,-111_11,_; I_ h 711_ _III 7 UD 4_ 2" M- 9.. II 1T II _,i i=1T i-iT=1T1 .is= CG 6 - r, IIi 711 1I 111.5"SM9.5A I, .0 HEI T t _ _ SURFACE BASE OF , I - T + i� EXISTING THROUGH ANE TO REMAIN. CONTRACTOR TOIT .I_ T i, l lI: f C ,I 4" BM 25.0 ROAD -Ti-Ilr!11 TI 'Ii-TiI C II!=11 12 21-8 n,In l:l_ T ,II,_I!i il�:i T=1T Tt=I, MILL ANDOVERAYASNEEDED,TOMINIMALLYADJUST T=li-Ts II, IIrT' - r�'!� �t T i Iii= BASE SLOPE FOR POSITIVE DRAINAGE (SEE GRADING PAN). PROPOSED WALL FOR -' =T--1.5 5M 9.5E SUBBASE 11 1!` -ire SALAMANDER CROSSING SURFACE ROAD COMPACTED EXISTING THROUGH ANE TO REMAIN. CONTRACTOR TO 4" BM -25,0 SUBGRADE MILL AND OVERLAY AS NEEDED, TO MINIMALLY ADJUST 2" IM-19.OA BASE SLOPE FOR POSITIVE DRAINAGE (SEE GRADING PLAN). �-����+� BASE 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB-BASE. OTES 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4, FINAL DESIGN TO BE PRO'V'IDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. POLO GROUNDS ROAD TYPICAL SECTION POLO GROUNDS ROAD (23+47.40 TO 24+71.03) (44+24! 0 TO 47+83.06) TYPICAL SECTION (38+45,93 TO 39+75.83) (24+71.03 TO 38+45.93) NOT TO SCALE NOT TO SCALE RIGHT OF WAY VARIES RIGHT OF WAY VARIES (STRIPED MEDIAN WIDTH VARIES) EXISTING EXISTING WIDTH VARIES EXISTING WIDTH VARIES GRAVEL EXISTING GRAVEL 1' ASPHALT TRAIL 4' 2.5' TRAVEL ANE TRAVEL ANE SHOULDER 1' ASPHALT TRAIL 4' 25' TRAVEL LANE TURN LANE TRAVEL LANE SHOULDER EXISTING10' WIDTH 12' WIDTH WIDTH VARIES WIDTH EXISTING EXISTING VARIES TREES EXISTING 10' WIDTH 12' WIDTH 13' WIDTH WIDTH VARIES WIDTH `TREES TREES r TURN ANE TAPER VARIES TREES � � � � � � (WIDTH VARIES) MEDIAN ED f , z»a�y�. �'".. n a, , ;, . e ''moi \s"( �✓ t VS: n:+° iYy2�„<ix .a a ''.'.••_ 4V1 t z ^ b r-5 e -t-•^.„ rr.{ i/., a �i- ay 7a `r',� �a'` u`•x 3 °YES-�• _M1A., xry,Rr�4. r"°i��' / a e a t � s" ` . u Y t'2 •+�`tl i'°R r ,J( � .^` +:. i it,� �` � � ✓ 'fir �„ �� � •'x j�,�p�. ,tl' 7 J _ "t'� N_.: 1 :'%� 1 0 1s 1 R s SLOPE -2,08% �'"= -2.08/0 VARIES i - 1 t VARIES SLOPE 3 ij \ -2.08% sw ! -2.08% 1 VARIES VARIES = I /, r� ii ,� I ,-I I _ I - � i � . ice, it I I -T, I I IIi iII=TI i-�ffT iTi-111=TI (- TTI- � "``"f T(=1T1 I;I- (T T 11-!I CG -6 ;®r - FIE 1 - - Ir_II� f -_I_-= _ - - _-_- _'-_ _, _, _ _- '-= _ __= 1= _ _ _-111 _�_! -I- s__ =1 _ _. _- !_ � --1 --' - -1(1__11-II!=iI :I II _II1=i14 LI I�I CG -6- � I ?-= - _-•,. ,, s�Ii_.. T,_�_ ,.,_:aI- i - __TI: TI II TI I �1 _TR 1 �I� . I N-- Jl1 T1 Til 17 II Til T( T.=:I ? , ? . ! .. _ _ ..L .I. L u:.-1 : 7! ;!!- - - _ --' - -' ' -- - - - -- -�- r 4- Iis-- ,: 1!=�''-+ .: -'�, ��, 1 _.. �:-L_ - - - _' ! T(. l - -II_ ,! TTI :! - l Ti T ! llEll f T _!.. � __ I -' I-,:-,' - _ _ - 1 (-I 1=C(i_ i= I!=Ti i �I -I : u.._ ! _I,' _ ,,: a ,- I: _::I__ ._ - '- 1---3 - - _ZiTIf I -T-11� il_1T - -, �_ �-�.:-:, �,,-!-,rCOMPACTED J �1 �-�L.:,�,I� t _ I:_ - _ :_, r I _-r ! 71=�-I-- _lj-T"f��i_ _ -_( - - - - - - -"_-iI -I -I = - - -�,- - - - -7 _I ._ -- � =1�- � -- - -_I._- _ I: - I:i-- '-- _ ,�,. EI,'-1II_ _, -�r I__ :_ _. ,L.�.L ,L 3.J,. _ � 1= =i T }- 1 =_ --- =.1 = - -- - -1-t-1i, `Ti_ TI=fl1-�� 11� iT'� -f' - '' �: I C� 1T_=11 F-TT_�-TTI-I i : IUD 4 _ __I I F-11 f- I , i ! t? -i i ,. I I !_� + I 1=� i 1 -Ti =1 ! _ : I_. n . � I L-- 1=1 ! i=� ! i I i-�' I---' I--. '-� - _. I I - -iTf It -I t;T1=11f-i-iIl i i 1- I1. -i f-71 i( .�1 1T I-: i-1Tf_.i -- - - �I -.1 _ - - - - - - - -� -' - _ 7 1:. --:, I. .I. 1, is1= (I -IT �T lr=ii_-II LTA _11 L1i III �:- -1�T 1T CITII IT�T�, Im Il=' - - 7-r1 T�iI-Tn -7�Tl flz TI Ir�_Ll�II 12" 21 B = rr=1 I- kPROPOSED WALL FOR SUBBASE COMPACTED EXISTING THROUGH LANE TO REMAIN. CONTRACTOR TO PROPOSED WALL FOR SUBBASEOF SBGRADE SALAMANDER CROSSING 1.5" SM -9.5A OF SUBGRADE MILL AND OVERLAY AS NEEDED, TO MINIMALLY ADJUST SALAMANDER CROSSING 1.5" SM -9.5A EXISTING THROUGH LANE TO REMAIN, CONTRACTOR TO SURFACE 4" BM -25.0 ROAD SLOPE FOR POSITIVE DRAINAGE (SEE GRADING PLAN), SURFACE 4" BM -25.0 ROAD MILL AND OVERLAY AS NEEDED, TO MINIMALLY ADJUST BASE BASE SLOPE FOR POSITIVE DRAINAGE (SEE GRADING PLAN). 2" IM -BASE 2" IM-19.OA BASE BASE NOTES. NOTES 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. POLO GROUNDS ROAD POLO GROUNDS ROAD TYPICAL SECTION TYPICAL SECTION WITH TURN LANE (39+75.83 TO 41+75M) (41+75.69 TO 43+25.83) NOT TO SCALE NOT TO SCALE RIGHT OF WAY = WIDTH VARIES FLIGHT OF WAY = 109' 251 PROPOSED TRAVEL LANE 32' LANDSCAPED MEDIAN PROPOSED TRAVEL LANE 2.5' 1'1 5 12 2.5' 5' 13' LANDSCAPED MEDIAN - WIDTH VARIES TURN ANE TAPER 13' S' 2.5' 12' 5' 1 WIDTH VARIES WIDTH VARIES SW BIKE PROPOSED TRAVEL LANE WIDTH VARIES RIGHT TURN LANE BIKE LANDSCAPE STRIP SW q LANE 0'- 13' LANE grf , PROPOSED a 4 ✓� 1 x TREES R p R h', Ile •, A a s 5 "T 1 fly y PROPOSTREEDS� ,:;,1 � �'`:'0 Y� - j`'Yµ'k \*t�r1, r �✓� !'� '4.,_ 1a�r,^-''�•`- �.., vt } F '.,'"°r 4 'I ,A�. Y3 _ _ CONCRETE CO RET CONCRETE CONCRETi 'f a SIDEWALK{ "w I SIDEWALK SIDEWALK i _ _I =111__.1 II -I SIDEvIAU 2.08%``i �J L 1= tJ = L - E r- € ° =il=' '[ _i =;; .I! _iS;=1i' _,- - - - - ;,-IJIji f 1 -1L -1I l ill II(=II,_ll,- 2.0$/0 - - o .1;� 1 L, - _ll_I,i._I-ill--=' II -I - -2.08/o Iw I -!I II-I.h=1'I J! -jll. I t':_ i Ii-� r`%j 0 �.111-I_I l _ ; -� :._ �_ .. �.-1 �...: -2.0$ - -I - I1 -111-1L- � -- -' ; - - - _I C_, -1--L _. _ ,. ' � =! --" - - -- - '-' '- -- -- '- ' _�II I , I I_ L_i l __I s _I _I ! ,__I I _ _ , L ,-1 ( .11. _ � -- -. ll I LI_ 1 - _ = _iI!_ _ _ - _._ J. _ L, -_I1 ��I�L -I I �: -11(=i I __I I_ • __:I - I - i I-1 I 1=s = -i I _ , � L � _ - - �I I �- - L - .I _ '-i '- -I =' -, -- - - - I II -h+'7 I - ' -i - _ -1L � i I I I III I ._ tI � I _ _ _ . � _ � �� - I 1 I I f- I I I _. I I t J_ 1.i- _ _-1L �L _ I I � I I i- I F _I ._I ' __ - - _. -� __ _..i_ . _. 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Iii - I_I-1 I_, I__i _: __._i i:_ I_, _ I,__I _ _I __ 111 _L L J 11 1 1 „ JL L LI-11� _I i �I �I _. _ i_ _ k " _ _. _ - - - - -_ ' __ 1.._. I. = 1 : __ il._ L t,l- _ ,__ _ 1.5 SM 9.5E ,_._ 1._ _Y -L L ,__ L_.., _ � >� 5 _ 5 I I ..,I I [- _I _ I I_, I L_I,1=„ _I _ _, ,_ _ ,-_ - i _ _ OF _ �, 1. SM 9. A : L � :>� ' - ILI--1 I I- I- , II _ �� - _ I -- -- ! - = 1 I_' - i '- I'- i- -' -- -- I - h , . ' I I �__111�1j I= i J l_ „ I -III _I = I1=E I {, I--:-1 i::7 21 B =1! -1! -f ! �! i=! i _ ! I 1= _ __ , i=-� 7" 21-B= i - I Imo- - � :- - - - -, 7J- L_ -il 1 5 S -9 5 _1, ll1 I ,L .T Jl � _L: _ .. ._ I �I . (ICI 1J1 Id�I, :Ik ��ll ._,i�11'�11 I�-1 I-- '-!i '--"- - - '- - - M . A -' - - -- ' " -- _ _ --- _ _._ -- __n, _ _ _ _ 1_ L .ill _ ,_ _ L SURFACE- i _-IiI _I �I - --' -- 1 !- -- -- = r -I _n 1 II 1. III, I �- 1 ll1-111-J1 111-! ;7 21-8 _ 1 _IIi,_I!:__, _.L._ :-'II-aII= I_ _.-- _ `-' -- 111 L -, -- . lll SUBBASE ..II .I iI _ ROAD-iI�II il�Li1_ Lei SURFACE _iIr 1=1I _ ,i_ _ _ ,__I _ _ II -,ll_, , l _ ,1 L 1_,-L-_ 1 L : -I , fL „ L SUBBASE 1 f- ,_ 1L I.I, L-. SURFACE_i,._. -111 =III=III-IIi-II-III-II-ROAD- =I!'-' -1.5 ICUs -1 I I I _I I �_i jr- L i = ,_ _ SUBBASE �- 1- -i11 _-] I -_ll-� I -I it ;L1=1 � I- A =1 I , I I_111�=1 -iil-11' 11 il_ 1 11 -LL I ;ilF !n n 1 E LIllapll.iiJU-111-1i1=,-I'!-11i.,ir' 11i 1 !i_L- --L(-1L=1L=11iTi� i' SURFACE l -illi- I.fiSUBBA_SE11=111;; 11- 1.5" Ill 4" BM -25.0 ! 1 ,1 1 i'- 4" BM -25.0 1,5" I M-19.OA -11, l l 11, I -I 1 3 J L_ 11 III-- L -,j TI jL_ s= BASE BASE BASE BASE L5" IM -19.0A 4" BM -25.0 -; ,II ,17 -III IIi- 1.5" IM-19.OA BASE BASE BASE 4" BM -25,0 BASE 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN iS BASED ON AN ANTICIPATED CBR OF 4, FILIAL DESIGN! TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. ARCHERAVENUE ARCHER AVENUE TYPICAL SECTIONTYPICAL SECTION TYPICAL TO 12+3232)(10+2�io0 `T O 10+45.00) (16+36A7 TO 16+57.95) NOT TO SCALE NOT TO SCALE I H:\15W152000\DRAWINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN - POLO GROUNDS\V152000TS3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:53 PM LAST SAVED BY: MGIBSON REVTSTONS REV D;?TE '= BY 1 10/26/17 REVISIONS PER RTY COUNTY COMMENTS 2 3f7118 '-VISIOi 1S PER RTY I CaUNTY COMMENTS 3 "1 /;:3 0 Q O 12- W0U ( qJ: Ii fNiM?aINI i z o i 8.=30/!8 ., r _ zu(D o� zz o0 9? !18 A.Cq_A CUVINIENTS O _ IT FOR APPROVAL RTY Q J> J - 0- SIGNATURE /. 0 =o i iI a , s, �® Lu E. y/ 0 s -`a - - 71 7 J �}E,] C,¢ ccs l s j J m z>LK <U) 5; - .. oFo2iT=z J Pi U % _ T wOu QOOw a J!n 0C DD (f) z f flo i <r a / =' 7j ri O Q z 1 u �<�z}= o0 LLI (D cjeD_�J J o U, �v ( ��n wu0www = ZCDZZZC e zoo Q o REVTSTONS REV D;?TE COMMENT _.-- i BY 1 10/26/17 REVISIONS PER RTY COUNTY COMMENTS 2 3f7118 '-VISIOi 1S PER RTY I CaUNTY COMMENTS 3 "1 /;:3 F"E aviSIONS PER Y �i.J RTY ( qJ: Ii fNiM?aINI i e i 8.=30/!8 T ,I,uIONS PER 1 R I f a ! '/i:�i CONII-VI-NTS P"TBIONS PER 9? !18 A.Cq_A CUVINIENTS RTY ,- 6 9/28/18 FOR APPROVAL RTY 7 10/30118 SIGNATURE -PTY USNUSSION i iI -' I Vtj '(_S) CALL 0,011 YOU D1,10 6 APPROVED FOR CONSTRUCTION PROJECT No,: V152000 DF" "A"I REY: Ewi1 CI E01< -D B,y: R l f DATE: 10/05/18 , SCALE. AS NOTED 6 CA r, !,D.: SD3 E7 V0 €a� G. _moi F 1 z E , G 7 x r� 28 SA- e a 3 1 :,�AR' ;'La NE, SUI 1 E 20 P, :ona: (;'se.o) 34 9600 Fax: (540) 349-0321 @ O �--rEng.co 1 7114 Y i%lom 0402056625 ." 1.0_/18 AW •SHEET T 1 T L E: rN I� "I �� SHEET NUIli] BER: E� RIGHT OF WAY VARIES RIGHT OF WAY = WIDTH VARIES TURN LANE TRAVELLANE TRAVELLANE 1' 5' 1 14' 251 TAPER 12' 14' LANDSCAPED MEDIAN 12' 5 25 12' 5' 1' 24' WIDTH 24' WIDTH SIDEWALK LANDSCAPE WIDTH LEFT TURN LANE THRU LANE BIKE LANDSCAPE SIDEWALK STRIP VARIES LANE STRIP F° PROPOSED TREES Y, � * , X } 4, � a " I,41 ti iE } }F d `z L 4 w �• �Ij i �",'y., \ I , , " � ; i, FLOWLINE OF PROPOSED FLO\PILI ?E OF PROPOSED tiP ADJOINING ROAD ADJOINING ENTRANCE ENTRANCE RO 1D CON RETE t it - „ GRASS CONC ETE _ SID WALK` 9 ",, MEDIAN -' ,': "i SIDE ALK SLOPE VARIES VARIES }i SLOPE -2.08% j % r -' p I f lII I!! IIf-11i III III -III rT ="o i ,' ii i r 11-111= IJI !II -II!= ' 2'08/0 =il -HIF -III, I;__.- 1=!II_Iil_III-ii? E_Tl-il! III -1i! III III1II ; _ill II! Ll ill III -III il= =111_111-?II-!il, !I -!41_,11=i1! -III! LL1_- -.I--!_!_!_, ! I-III=III _ _, - _ _, - , ,_ aJ -71 Ll T h , I L i l Jj 1= Icy _==.UD4- _ _'' -I- - - - - - _, _ :_ - _ ,i 11-/1_111 II. _! - -_, _ _,II- IL__(iI_,_I.I_-11 �I�L5"SM-9.5A - = L � a ;�I_I:�,1=1�n- II-_ _I; -!II -,=1 -,1=11i IIi'=1I II!-lII_-1II-"IIi 1/1_,14-I!_II- _! _ - - - -i - -' - - _ _ -!_ _ =I,- - -71 iL L J 111,. _ ,_- _ - I_ i. III LI .f-111--III-III-_III-III .,II_.III_,II__Ili-1!1=If -il _ .I !Ii._L _ - _ p 4--!.!_!!!_!!i__I 1L- II- il_ _' 2" IM 19.OA - i- _, _, _. ! - ! , _! I!=111= I" -I I'=1I!=1! 1I _i -111= _ - - - !_ _ - _- -- ! =- - - !-i - _- - - _ - - ;_ t L1..• ,,11 i11 LJ I, 10 I I_ _ ,__I I;._I-I III -1I I, _!! 1=1 i 1=11 f=111 , 1=!. , I_I I_L II! I_I --I I,_, I_I I1 -I 1=!--.! I- I -I. i_ I! 'III -I -III- , _ L__ _ - _ SURFACE 1= - - _- _ i. -I_-' _ _ !_ - _ I_ „ =u_ _ 1 =, _,; -_ ;_, -I = 1, III-" �r;�, 11:�J _II_ BASE4,:dE 111_11-!I' Ii ilal• LTJ=III-' L:-111 .I!1-IL-1LIII_IIi=III_= III-1!1i1-III-,li-l!i -11=III il: =1f1=11i III--III-11=-- -'' ! - =1_ !_ OF - i- _ - 1=n !:! di _III 1.1„ J 1ILI�I,_I(J .II- ILII, 1.5" SM 9.5A III -1 -111-II1-iI1=!!'- 5- I iI Ii -ROAD „ SURFACE II. il ,,,1,5SM-9.5A III -I-+' " -'! I'„III—ili ” BM -25.0 " 1 �1! i1II !Ii�ll Ii ,11- i11= SUBBASE 5" 21-B BASE1 il� ,g,,l COMPACTED SURFACE SUBBASE 2" IM-19.OA 5" BM-25,0OF SUBGRADE 2" IM-19.OA BASE BASE ROAD BASE 5" BM -25.0 BASE OTESo NOTES. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. STELLA EA -NE TYPICAL SECTION INTERSECTION STELLA LANE(1�+1� �� TO 1�+�� ��'i TYPICAL SECTION (18+32054 TO 19+04454) (11+72.36 ']CO 12+77+36) (18+25.66 TO 29+05066) NOT TO SCALE N07 TO SCALE RIGHT OF WAY = 93' RIGHT OF WAY = 93' VARIABLE VARIABLE VARIABLE WIDTH VARIABLE VARIABLE 1' 5' 14' 2.5 5' ! 12' 14' LANDSCAPED MEDIAN 12' 5' .5 14' 5' 1' 5' WIDTH 6' MW 2 5 WIDTH LANDSCAPED MEDIAN WIDTH 2,5' WIDTH 6' MIN F SIDEWALK LANDSCAPE STRIP BIKE THRU LANE THRU LANE BIKE LA E LANDSCAPE STRIP SIDEWALK SIDEWALK LANDSCAPE THRU LANE THRU LANE LANDSCAPE SIDEWALK LANE STRIP STRIP rJ�'3�We, I PROPOSED-., n tc'1a a y - asv .3 : a,'i „k�yk ftr ld• i ; Cg„�y,s �,: �a s�"n}" TREES a C ��'✓ s Yell y'� Z JSaF s.,ry �ifr 'vv ,£..'>, `.Sa.` ai> �"il.{4 �e . �\ ar I a �, , :F 2�-,,y.`�� v -,a" t= .pop ?2 "' .'-,ttv.� 'irt•'., n,,�e , t.f:, �5^"r.a y a"'y ':' �u)vr`� F =e f '' x_:s'' f+, i 4. :'+.. ,yn w• a s(` cr' .e.:.F�' d �S .,' �,-\ w t, 4`, r.,"*k a 4 xtl'* � r A� r,� 1 kv� ` , a a 1 tf1, rw'' ktu{` c ;'tj , yt s p' r.�,` a N r r T a •n � e _ t PROPOSED t` ry s4 N• PROPOSED PROPOSED a r✓ TREES,/ I� -,. , Yy F Y TREES TREES ��zJ D CONCRETE { ;--T REQ CONCRETE Aja' / o GRASS SIDEWALK ?E i a $ SIDEWALK SIDEWALK A MEDIAN s "\ CONCRETE s a- t a g 11 SIDEWALK1 _ - 2.08% 3, =11i=1 MLI= LI 1. l =111=111`11`.1-'Jl s+= a aid o GE - _ o LLL 1-L!1 111=II=1II L -!IF OI= -2.08/0 = _, _ _ -I II - - -11_, _ _ _ - _ _ -2.08/0III-!!!"1 - - __ --, -= - -- - - - ,_ i!- „L!i+-!i!- !�==!i!=L !-I n== _!=! = -! = _! -- - - _ i!: -!i! !-i-L!1=1L Li=!!!= 1=!i - _ J1 L., Ili Ll , t. -I I%, l -,l l i. 11=1-1=_I _III=11=1=1 _ 1L 1_ -ll1- - --1Li i _i l 11R=21> -!1,- -I L =1 �_ !- I !_ = i '--! , -� ._' -- _! _ � i - =1 - - i. =1 !=1 I I- ! !-! I- _ 1- � --! - '- '-- -Pum L ,.11, l -1-11 -III=11-1---i l l_ll -• I_1 -_I 1_111- 1_i l-1! _ - -1-1 lli L i11 .l1!: l i.-1 -1T - l l=] -L1==1-1-III: LII -ll 1 _Il1=l-I�=,L!=LI - - =-i!;J =-=l:- I= _!'. -_ ;:_ _ 1.T- =u;=u! - ! -- ,-' -' _ - _ ,_ _ -_ 1 l� ,11 it Ll ,!i . ii -al _ L- 1=J1 -1-1!_111=1i1=! I-( i_,i= =1 _I. _i!, _ I__.I I- I!- - -! -- -- - - _ Jl 1 _ J L _ _ - _ , _ i- != I I_ :_ _ ! _ _ -! -" - - _ - _= - 11 L 1L _II IH . L _ _,!i_! _; U D-4 -- _ L .11 ll. , ._ , � _ _. ,L- L I L SLI---' i --0---- I-, � - _ - ! 1Li--- -111 I- 11= - - I- ' lll, ,,;I-1!=111 =1 !=11= I1= I1= i'-1! -I =c _- - - '•_ --' -- r " 1, J� L _ ._.- SURFACE SUBBASE 1.5 SM -9.5A L5, 21 g = iL_1__1_.in. ' !-III IIIllLil�LL1lll_:�E=1LLI -II 11=111==,1i1_ -III I! i=!J i1 ll1 2" IM-19,OA 5" BM -25.0 OF SUBGRADE 2" IM 19.OA BASE BASE ROAD BASE 5" BM -25.0 OF BASE ROAD NOTES. NOTES - 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. TYPICAL SECTION PLANE TAPER TO ROUNDABOUT STELLA LANE STELLA LANE "ARMER AVENUE" TYPICAL SECTION WITHOUT ON -STREET SPARKING (12+79036 TO 15+10.83)(15+92.09 TO 18+32.54) (23+92,89 TO 24+23.50) (15+6185 TO 16+07.85) (19+0454 TO 20+99.95) (27+42.26 TO 28+25,66) (27+11.65 TO 27+42.26) NOT TO SCALE NOT TO SCALE RIGHT OF WAY VARIES RIGHT OF WAY VARIES LENGTH 10' VARIES 6' MIN 2.5' 14' DE RESISED CROSSWALK 14' 2 5' VARIES 6' MIN 10' 1 ' H:\15\V152000\DRAWINGS\FLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000TS3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:53 PM LAST SAVED BY: MGIBSON 0 SIDEWALK LANDSCAPE STRIP ! 14.0 PROPOSED TRAVEL LANE 14,0' 2.5 PROPOSED TRAVEL LANE 10' LANDSCAPE STRIP SIDEWALK Ed RE THRU LANE v< =. z J � THRU LANE a LANDSCAPE STRIP SIDEWALK ' LLJ 12 a- F ? J T_3� D J PROPOSED T i0 IL JO Q¢JD PROPOSED n $s° REVISIONS PER a r .fix PROPOSED TREES TREES'. TREES TREES � �' R '� �'•J �',�iC �Z•.�'�o�� a � W ❑ 5 y FS ' R`-=''j'ISIONS PER � �,Y^ + "0, k �tl �z �." ,5� �"J1-'��3S+,y+oty & a P jr-� 4�^ [J9 t t - , 1�,1 f,'� . '• q;^h �`•..�'i § v'z %>.•. "S! -s,. •. ..p.,,a o u > d I 1 FOR APPROVAL �.?hr .�' a ��k �^ "��y � ^a z„�Ly�t��ti`-;,a ,�a,. v '=; �y-0r,_ ., s �3 " n ere' R. K ,S S 14 y r 7 L'JOOWw< — co :2 T T Be a � OOU !� LU JO � m o� <1, 4r/ o — J ry O O 2 4 is ❑ w } Q 4 c ��" L- z7__� <_ z J > VEl z. LK Lri 'J' 7 C_ w O F✓ 'r} L iYt } zfY,i -gym; �' 8 '" w'9 ✓'x,w '�, '� 4Sa. r. 3• '.n fSS, 'PTJ ., �'!° _„y qP s n_ •�,`t`...�'L. f C1L H:\15\V152000\DRAWINGS\FLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000TS3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:53 PM LAST SAVED BY: MGIBSON 0 VARIES 6 MIN 2.5 ! 14.0 Rpt.) 14,0' 2.5 VARIES U MIN 10' SIDEWALK LANDSCAPE STRIP Ed RE THRU LANE v< =. z J � THRU LANE LANDSCAPE STRIP SIDEWALK ' LLJ 12 a- F ? J T_3� D J m ¢ o T i0 IL JO Q¢JD PROPOSED n $s° REVISIONS PER a s i TREES r � � �' R '� �'•J �',�iC �Z•.�'�o�� a � W ❑ R`-=''j'ISIONS PER � �,Y^ + "0, k �tl �z �." ,5� �"J1-'��3S+,y+oty & a P jr-� 4�^ [J9 t t - , 1�,1 f,'� . '• q;^h �`•..�'i § v'z %>.•. "S! -s,. •. ..p.,,a o u > d I 1 FOR APPROVAL �.?hr .�' a ��k �^ "��y � ^a z„�Ly�t��ti`-;,a ,�a,. v '=; �y-0r,_ ., s �3 " n ere' R. .J ( 14 y r 7 L'JOOWw< — co :2 T T Be a � OOU !� LU JO � m o� <1, 4r/ o — PROPOSED ^ rq w <`! Y L TREES 7' \NFM r GRASS M `'§ CONCRETE ,' - CONCRETE SIDEWALK MEDIAN,,,----. CONCRETE CONCRETE + SIDEWALK ,� } SIDEWALK — �� SIDEWALK o 11=11!11=111 1 Ili II li-il�ll i �� -" -2.08/0 o vll ;,- !NII=7'I-+11=11 I -i_ -,` -2,080 ° as, -2.08/o I1=1'I-IIIA!!-�I! �! -- i i �1!-'1,111-1!1=31!�I1=11!_�I� SII -!ILII �I'-II'�II-Ili- IHI!=J11�11_`=III- IHll-11i-,!I�il�li�l!�I!=1111 �1i�1;�11= "_!!Tlii�l!�l' IIlr�il� IIIA-11!-t!I�!1=iIHl! 11=all-!11=i!_! __ , I�II�ll�ll�l'=,!11=1!HII�II�II !11='� UD4 ilIIUD4!!---__ _ _ I!I!11I1 ifl 1H11 11 lii, Iill, ITHIIi'-II 11 li=!Ih-_--i_-i _ _ ILII 711IIII-1!iilil�If_' D-4I!IIII� hill -I: Ill, lil II11!I�II�I L1 ! I,L!I;�I!=ail !11 ,1 I!I; i I�II11 711111 llil Ii" SII --,11.-11. 111 II fl !�II� ,�I! IIS ! SII=1i III !_ 11�11�11�1�=III-IIi� • -!I -J=111_il� ai X11=11 it=ilii; 11!-' I-'' SM -9.5A SURFACE SUBBASE5 1,5" SIM -9.5A - � COMPACTED '-COMPACTED SURFACE J SUBBASE OF SUBGRADE 2" IM-19.OA 5" BM -25.0 SUBGRADE 2° IM-19.OA ROAD BASE BASE OF ROAD BASE -o" BM -25,0 BASE NOTES: NOTES 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. TYPICAL SECTION AT ROUNDABOUT CROSSWALKS TYPICAL SECTION FULL LANE WIDTH ENTRANCE ANCE TO ROUNDABOUT STELLA LANE "ARCHER AVENUE" STELLA LANE "ARCHER AVENUE" (24+62.5' + TO 24+67v57) (16+31047 TO 16+36.47) (24+23.510 TO 24+62.57) (16+'07.85 TO 16+31.47) (26+67057 TO 26+7157) (18+36,47 TO 18+41.47) (24+67.57 TO 24+92.57) (16+36.47 TO 16+61040 (26+42,5' TO 26+67.57) (18+11047 TO 18+36,47) NOT TO SCALE (26+72.57 TO 27+11,65'! 18+41.47 TO 18+5808 NOT TO SCALE KNOW WHATS BELOW LId1/A.','S 1 811 BEFORE YOU IDIG 1:9= PROJECT No,: V152000 DRAi.'VN BY: EEN CHECKED BY: RTY DATE: i fl/4J5i18 8CA. La: AS NOTED CA!D L, SD3 -RC - T: r I ,., XI „ a ! i PTJUAI / FOR GROICTINTIDS ROAD, '— @ 1'n L f' t,= ..fit 1 s,i'TD is � 4 � r'� 1 a r. i._. ARCHER A7,,,7EP\4UE LOCATIOIN OF SITE ROUTE 29MINOLE TRAL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARL OXT E S}MLLE r`tl eD'.ns?1_f"5i'AL?a` 'UOto'i -. TY, N/A T TM d G IN G 28 BLAS ELL PARK LANE, SUITE 2C MARRENTO�d, VIRGINIA 201-6 Pil tcs1G, (540) 349-45600 (540) 0-49-03321 r. tap Td �'tsl i'r f,co y �ON 1 SHEET NUMBER: C-904 -- ,- Rpt.) o 1 rr OM 9 - r J < O; Ed RE f v< =. z J � uI O Z s ' LLJ 12 a- F ? J T_3� D J m ¢ o T i0 IL JO Q¢JD Fo n 6/26/18 REVISIONS PER a i 4 r � REVISIONS PER R '� � W ❑ R`-=''j'ISIONS PER RTY >-LIJ 4 4 B' o u > d I 1 FOR APPROVAL RTY J >>L =a= .J ( < I— z J y r 7 L'JOOWw< — co :2 T T Be a � OOU !� LU JO � m o� <1, 4r/ o — J ry O O 2 4 is ❑ w } Q 4 c L- z7__� <_ z J > VEl z. LK Lri 'J' 7 C_ w O > _j 8 '" C.- w O ww w s zzinzzza_rn — ow n_ C1L KNOW WHATS BELOW LId1/A.','S 1 811 BEFORE YOU IDIG 1:9= PROJECT No,: V152000 DRAi.'VN BY: EEN CHECKED BY: RTY DATE: i fl/4J5i18 8CA. La: AS NOTED CA!D L, SD3 -RC - T: r I ,., XI „ a ! i PTJUAI / FOR GROICTINTIDS ROAD, '— @ 1'n L f' t,= ..fit 1 s,i'TD is � 4 � r'� 1 a r. i._. ARCHER A7,,,7EP\4UE LOCATIOIN OF SITE ROUTE 29MINOLE TRAL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARL OXT E S}MLLE r`tl eD'.ns?1_f"5i'AL?a` 'UOto'i -. TY, N/A T TM d G IN G 28 BLAS ELL PARK LANE, SUITE 2C MARRENTO�d, VIRGINIA 201-6 Pil tcs1G, (540) 349-45600 (540) 0-49-03321 r. tap Td �'tsl i'r f,co y �ON 1 SHEET NUMBER: C-904 -- Rpt.) aLTE ! I COMI LENT i BL, 1 1CD126/17CC!iI'., REVISIONS PER PITY TY COMMENTS 2 3/7/18 REVISIONS PER RTY COUNTY COMMENTS 3 6/26/18 REVISIONS PER RTY COUNTY COMMENTS 4 8130/13 REVISIONS PER RTY MOOT COMM-ENTS R`-=''j'ISIONS PER RTY i >' CSA COIL NIENTS u 9L, _"i18 I 1 FOR APPROVAL RTY 7 8 1 /30/`43 SIGHATURE RTY I 'SUB,;IISSION KNOW WHATS BELOW LId1/A.','S 1 811 BEFORE YOU IDIG 1:9= PROJECT No,: V152000 DRAi.'VN BY: EEN CHECKED BY: RTY DATE: i fl/4J5i18 8CA. La: AS NOTED CA!D L, SD3 -RC - T: r I ,., XI „ a ! i PTJUAI / FOR GROICTINTIDS ROAD, '— @ 1'n L f' t,= ..fit 1 s,i'TD is � 4 � r'� 1 a r. i._. ARCHER A7,,,7EP\4UE LOCATIOIN OF SITE ROUTE 29MINOLE TRAL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARL OXT E S}MLLE r`tl eD'.ns?1_f"5i'AL?a` 'UOto'i -. TY, N/A T TM d G IN G 28 BLAS ELL PARK LANE, SUITE 2C MARRENTO�d, VIRGINIA 201-6 Pil tcs1G, (540) 349-45600 (540) 0-49-03321 r. tap Td �'tsl i'r f,co y �ON 1 SHEET NUMBER: C-904 if -1ACO WILDLIFE 7777 DRWG# 1618 Date: 12,17.02 INSTALLATION DRAWING AT500: Amphibian Guidance System Load Mass A -D: Asphalt ccr •,nsr ■ ACD Polymer Products Inc- P.O. Box 245 Chardon, OH 44024 PH 440.285.7000 FX 440-285-8517 e-mail. sales@accusa.com ASPHALT BASE COURSE ROAD BASE CONCRETE SEE NOTE 2 BEDDING LAYER SOIL NOTES: 1. It is necessaryto ensure the minimum dimensions shown are suitable for the exist!n ound conditions. Engineering advice may berequired. g 6n' R g Y 2. A minimum concrete strength of 3000 PSI is recommended. The concrete should be vibrated to eliminate air pockets. 3. The finished level of the surround must be approx. 1%8' above the top of the channel edge. 4. Refer to ACO'S latest installation instructions for complete details. l=ACO WILDLIFE AT500: Amphibian Guidance System ACO Polymer Products Inc. P.O. Box 245. STANDARD DEVIATION, Se 0.49 Chardon, OH 44024 1.8 X 106 PH: 440.2857000 FX; 440-285-8517 e-mail: salesQacousa.com SPECIFICATION CLAUSE DRWG# 1619 Date: 12,17.02 WWW.ACOUSA.COM DESIGN STRUCTURAL NUMBER, SN The surface drainage system shall be polymer concrete AT500 tunnel system with a slotted upper surface as manufactured by ACO Polymer Products, Inc., Chardon, Oh. Tunnels will be manufactured from polyester resin polymer concrete. The system shall be 19.7 inches (500mm) nominal inside width with a 23.6 in. (599mm) overall width. The complete Amphibian Guidance System shall be by ACO Polymer Products, Inc. Arty deviation or partial system design and/or improper installation will void any and all warranties provided by ACO Polymer Products, Inc. The tunnel sytem shall be independantly certified to withstand loadings to load class D (DIN19580). The tunnel system shall have a slotted upper surface to ensure the climatic conditions remain constant. Polymer Concrete shall have material properties of: compressive strength range between 14,000-14,500 psi; flexural strength between 3600- 4500 psi; tensile Strength of 1500 psi. The material water absorption rate shall not exceed 0.1 % by weight and shall be resistant to prolonged Salt exposure, repetitive frost cycles and chemically resistant to dilute acids and alkalis. The system shall be installed in accordance with the manufacturer's instructions and recommendations. *OR APPROVED EQUAL 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. PAVED SURFACE/ CONC. PAD T TAPER S CURB T TAPER BREAK / GUTTER PAN STD. CURB f 3' RIP -RAP PAD (PER SITE PLAN)NOSE �LINN DOWN CURB RADIUS 5' CURB 3'TAPER BREAK 3- TAPER T T ELEVATION CURB BREAK DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) L4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDIENVA]LK DETAIL NOT TO SCALE TO WIC S 5 X10 S J3 7 6 3 4 3 2 R'95 ilia ;_resign Struotural Numb#r, SN So (3,35. MR : 5000 IPS( 'a PS I = 1.9! Solution} SN �; &0 figure 3.1. Des! Chart for Flexible yesxl.eents' Based fart Using +�iea 'Mites fOr Each �ap1tt PAVEMENT DESIGN PO'IDI\. STELLA LAN. PAVEMENT DESIGN VALUES RELIABILITY, R(%) 75 STANDARD DEVIATION, Se 0.49 ESTIMATED TOTAL ESAL, W18 1.8 X 106 EFFECTIVE SOIL RESILIENT MODULUS, MR 6 KSI DESIGN SERVICEABILITY LOSS, A PSI 2 PSI DESIGN STRUCTURAL NUMBER, SN 3.5 SUBBASE AGGREGATE 5 .12 0.6 CONSTRiUCTIOiI�¢, 5 DO%tui L, 8" LONG � 12" G -C Iar•IT -, VA @­-_j_BSrjMsrEngco 2 PROPOSED SN 4.12 RTY REVISIONS PER 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 1 S = z *SO+ '1.36*30910(31) - 11� +10c;10 RTY - a + +a*lagitY - 8.07 REVISIONS PER 2. CONCRETE TO BE GLASS A3 1F CAST IN PLACE, 4 8130/18 VDQT COMMENTS slr,I , . ' ' 10394 4000 PSI IF PRECAST.. 5 915/18 0A M X \ I J 9.40 + - 519 (5`iw3) :. 6 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) FOR APPROVAL TL 2" R TL -_Sift/NAiURE SHALL BE PAID FOR AS RADIAL COMBINATION CURS &GUTTER. 1 i',`3oil e "�UBiVIII �SION > A 5' 0 1' R TRIJINCATE DOME TYPICAL -DESIGN -EE 1 ATI°- �.E)esgn fl' a ' A , � ,'A , ,', SURFACE Serviceability Loss, 6PSl SHALL CONSTRUCTED PARALLEL TO THE SLOPE rt t, • a FOR UEJ L a OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. t o h .0 €dl�, F C;`° i•1in Min 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 F o r OF 1-1 �'Az.. � 48 1 Mt ;' A r f ,R .,., . �.--= ��•- E " - w 4° 2" R IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL. IN THE SECTION �. s n > n `01 9 r - - - 1111 j �-." - ON GS URBAN STANDARDS. A . 2j . BASE A• A A J40 Ci to i' COP � :CL;;: ,- - .. _ _ `a abs a 0 SUBBASE TYPE A = �, . p, d, �, �, BUFFER STRIA a p k SECTIONETH 75 14d 4 4 d �4 �'dE?•. "O GENFRA1,. NOTES Oil TKE Q1ETEr t A91 E WARNING RING SVPFA F., SFE. �zHrET I OF 5. +I D d> D D A E - v a o � _ - - - - - - --- - - NOTES( C19iN STf4;IICTICA14, {+ 2,_0., LU 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. -10 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR PARALLEL TO HE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. uJ 2. CONCRETE TO BE CLASS A3 iF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 390 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR A5 RADIAL CURB. �a Br + PT4eiGti @E FSO/PFFD WITHIN , � .5Iffl - - #• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (1311 DEPTH) OR INCREASED AS MUCH AS 3" (1911 DEPTH) in C7 p `1� IWI H�THE TOP OF HAT A COURSE OF THE OF THERB WILL COINCIDE PAVEMENT rw TO WIC S 5 X10 S J3 7 6 3 4 3 2 R'95 ilia ;_resign Struotural Numb#r, SN So (3,35. MR : 5000 IPS( 'a PS I = 1.9! Solution} SN �; &0 figure 3.1. Des! Chart for Flexible yesxl.eents' Based fart Using +�iea 'Mites fOr Each �ap1tt PAVEMENT DESIGN PO'IDI\. STELLA LAN. PAVEMENT DESIGN VALUES RELIABILITY, R(%) 75 STANDARD DEVIATION, Se 0.49 ESTIMATED TOTAL ESAL, W18 1.8 X 106 EFFECTIVE SOIL RESILIENT MODULUS, MR 6 KSI DESIGN SERVICEABILITY LOSS, A PSI 2 PSI DESIGN STRUCTURAL NUMBER, SN 3.5 D]ESCRIP�'I,�I�T OFPR(�PIOED PAVEIVIJ�NT SECTION LAYER DESCRIPTION MATERIAL NOTATION THICKNESS LAYER COEFFICIENT THICKNESS INDEX ASPHALT CONCRETE 1.5 0.44 0.66 - SM -9.5A SURFACE ASPHALT CONCRETE 1.5 0.44 0.66 - IM-19.OA BASE ASPHALT CONCRETE 5 0,44 2.2 - BM-25.OA SUBBASE AGGREGATE 5 .12 0.6 CONSTRiUCTIOiI�¢, 5 DO%tui L, 8" LONG � 12" G -C Iar•IT -, VA @­-_j_BSrjMsrEngco 2 PROPOSED SN 4.12 VIP -2 2016 ROAD & BRIDGE STANDARDS ADJACENT TRAVEL LANE ASPHALT PAVEVEN.T 'WIDENING _ 7"v, -1 - X`!NG P A!E ,ENT . i (AS D, ERMIn-r :N Fi 1D; TACK C(JF,T THE PROPOSED -- X CONS RUCTION' JOINT EXISTING AS -HALT LAYERS _ f '-PROPOSED ASPHALT LAYERS l EXIST"TNG SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE Ehh I ING AcLAY,-RS tS TG EXISTING SuBEASF AND REPLACE ;'IT-. PROPOSED HS='NA_ T `N DE'I JG '_ ,4 ERS PROPOSED .INi'd:U,.j.,- INCH THICK S HA f SURFACE COLPSE (SEE NOTE 5) X MINIM 1 I^lGH�., OR ^^FA7. 'AS tcC_SSARY TO ABU'. THE FULL THICK\ESS OF EXISTddG ASPHALT LAYERS AS DETERP,'i*.ED BY CODES (SEE NOTE3) NOTES 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDFNICE WITH CURRENT VDQT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVE EN- DESICN FOR ASFHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES. OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRANAGE Of THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IC; THE PAVEMENT DES -G5. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNFSS OF EY.ISILING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET- APART. TRAVEL 4. THE ADJACENT .RA °H I s ,Al - VEL LANE ., A_t BE 'VIA _ED A MINIMUM DEPTH F 1 i r •+ i t • COURSE - u P h 0 IP INCHES AND REP_P.,EJ .A. ,a'A r'SP. ^.^-_T SURFACE C.. U..St TO MATCH I..r PROPOSED PAVEMENT 'J�JIDENING SURFACE COURSE, UNLESS `NNVED By fr-r Ell -NEE° 5. THE ENGINEER MAY REOU!RE TI -IF W' L_ ._ iI,•DEP-11 OF THE XISTIi;, P:?`,FVEN TO BE AD.JIUSTEO TO. AC-HiEVE ANI ACCEPTABLE PAVEMENT CROSS -SLOPE .AND EFFECT;VE SURFAC-, DRa.DJ eE. E EXISTING PAVEMENT MARKING_ AND MARKERS V,iTHINI THE PROJECT I_.INAITS SHALL BE RESTORED SUBJECT TO THE APPROVAL. OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TEEN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 375 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT SIRA.IGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XVD(D T j g i PfCIFICATfON ROAD AND BRIDGE STANDARDS A PIri'AL T P AVE I;/�r N S7 IDIII- NINE �-FEE E,RENCE SHEET I OF 1 REViSON DATE FOR WIDENING SUBJECT TO TRAFFIC 5 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION PAVEMENT DESIGN FO 1RAIPICHEIR AVENUE PAVEMENT DESIGN VALUES UES RELIABILITY, R(%) 75 STANDARD DEVIATION, So 0.49 ESTIMATED TOTAL ESAL, W18 1.6 X 106 EFFECTIVE SOIL RESILIENT MODULUS, MR 6 KSI DESIGN SERVICEABILITY LOSS, A PSI 2 PSI DESIGN STRUCTURAL NUMBER, SN 3.6 DESCRIPTII�N OF PROPOSED PAV M-AENT SECTION LAYER DESCRIPTION MATERIAL NOTATION THICKNESS LAYER COEFFICIENT THICKNESS INDEX ASPHALT CONCRETE 1,5 0.44 0.66 - SM -9.5A SURFACE ASPHALT CONCRETE - IM-19.OA 1.5 0.44 0.66 ASPHALT CONCRETE BASE 4 0.44 1.76 - BM-25.OA SUBBASE AGGREGATE 7 .12 .84 CONSTRiUCTIOiI�¢, 5 DO%tui L, 8" LONG � 12" G -C Iar•IT -, VA @­-_j_BSrjMsrEngco 2 PROPOSED SN 3.95 NOTE: INITIAL PAVEMENT DESIGN FOR BID PURPOSES ONLY. FINAL PAVEMENT DESIGN WILL BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. 2016 ROAD & BRIDGE STANDARDS A C 1 DATE COMMENT CG -6 CG -3 -.-j A. t REVISIONS PER PER.1 1JtiSiBLL- 1 j 1 0/26/1 II ; COUNTY COMNIEN T S R 1 Y Fes. (:540) 349-0321 CONSTRiUCTIOiI�¢, 5 DO%tui L, 8" LONG � 12" G -C Iar•IT -, VA @­-_j_BSrjMsrEngco 2 NOTES: COU�aTYCON1MENTS RTY REVISIONS PER 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 6/26/18 COUNTY COI'>/ MENTS RTY - a REVISIONS PER 2. CONCRETE TO BE GLASS A3 1F CAST IN PLACE, 4 8130/18 VDQT COMMENTS slr,I , . ' ' 4000 PSI IF PRECAST.. 5 915/18 0A M X \ I J RTY 6 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) FOR APPROVAL RTY 2" R § ry' �d $ - - -_Sift/NAiURE SHALL BE PAID FOR AS RADIAL COMBINATION CURS &GUTTER. 1 i',`3oil e "�UBiVIII �SION > A 5' 0 1' R TRIJINCATE DOME TYPICAL -DESIGN -EE 1 ATI°- 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER fl' a ' A , � ,'A , ,', SURFACE ~DEET SHALL CONSTRUCTED PARALLEL TO THE SLOPE rt t, • a FOR UEJ L a OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. t o h .0 €dl�, F C;`° i•1in Min 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 F o r OF 1-1 �'Az.. � 48 1 Mt ;' A r f ,R .,., . �.--= ��•- E " - w 4° 2" R IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL. IN THE SECTION _ W � � s n > n `01 9 r - - - 1111 j �-." FCEE7� ON GS URBAN STANDARDS. A . 2j . BASE A• A A e_,�.,.uu,-..-�^-.---_..-..,-�--'_ - �� r' i' SECTION A -A I �� � � � � A ON$ = f "_ CGt aT Ri3C Fir5i4 _ `a abs a 461f4T SUBBASE TYPE A = �, . p, d, �, �, BUFFER STRIA p T' SECTIONETH 4 4 d �4 �'dE?•. "O GENFRA1,. NOTES Oil TKE Q1ETEr t A91 E WARNING RING SVPFA F., SFE. �zHrET I OF 5. D d> D D A LH DE`',ir_N 10 SE USED ED FOR' CONS RUCT ON Turk`£ iNCOPPORATES VADER �&LE4dALK< L uNDRPIa_ t4 at'16 EI Rs,OJ, RED AT TIOP' OF 1,,URR RAMP. MI-NIMUM CURE, RAMP i ET4Q H 8 F --ET FFR NEW v a o � _ - - - - - - --- - - NOTES( C19iN STf4;IICTICA14, {+ 2,_0., THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. }r I i A '^} J,lr' LANDING A 1 St)r4 E LAtl3,hlC ° A EA uK.AAEL OF L' r,< AREA OU DE 0 t TRhI LINA r i$Ai..L TRA,,EL'WAY 'PHA,i d ,/ZLWIA�Y THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR PARALLEL TO HE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 2. CONCRETE TO BE CLASS A3 iF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 390 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR A5 RADIAL CURB. �a Br + PT4eiGti @E FSO/PFFD WITHIN , � THE MARKED u -s-_ t THE MARKED V) iii ' FLt4:�yyAL K AFib`:?.. ` .R'�•_ E 013y#;LE �P �,_.�p }'M #• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (1311 DEPTH) OR INCREASED AS MUCH AS 3" (1911 DEPTH) in C7 p `1� IWI H�THE TOP OF HAT A COURSE OF THE OF THERB WILL COINCIDE PAVEMENT tr SUBSTRUCTURE, OTHERWISE, I t �` t� � 1 _:z Mir THE DEPTH IS TO BE 16" AS SHOWN, NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. tr t 1.z CROSSWALK S500 .,. '"`�-� r rr ~� 5. CG -3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS V E I ! FOR CG -7 AS SHOWN N APPENDIX A 1 tt �(�y TYPICAL PLACEMENT TYPICAL PLACEMENT �I 11 �� � OF THE VDQT ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. AT INTERSECTION CROSSWALK C OS S9J4ra�ALK AT INTERSECTION 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING \IT11( CROSSWALK DIAGONAL PLACEMENT MTHIN CROSSWALK AL WITHINCRO DIAGONAL PLACEMENT BARRIER CURB, HE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS CAN BE MADE STRIP) WITH BUFFER STRIP AT REGULAR OPENINGS. SPECIFICATION REFERENCE {; ` q- ( "'- 2 DETECTABLE BL WARNING SURFACE -\VDD T` ROAD BROGE SPECIFICATION REFERENCE j"'� jyA j�' I I COMBINATION 6 CURB AND GUTTER Eft XVGOT ROAD AND BRIDGE STANDARDS xv=r SPECIFICATION STANDARD 411 CURB REFERENCE .N`D ST'mgL)AhD3 ROAD AND BRIDGE STANDARDS 10T TYPE A ( ENI I UL.AR) PLICATION Q2 REVISION DATE SHEET 1 OF i SHEET 1 OF 1 REVISION DATE FFtPya°)iJ �3`tE 1�EE;T 2 F 5 5G., r r VliiCilV'.A tElti fJENT Of T„ 4iJ :.Oi2e yl'I sku T/1 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 201.02 VIRGIMA DEPARTMENT OF TRANSPORTATION 502 20106 H:\15\V152000\DRAVJINGS\PLAN SETSiSECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000SD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:54 PM LAST SAVED BY: !CRUZ 2' MIN. CLEAR ZONE---\ (TYP. LT. & RT.) 13^ 10' (TYP.) r1 - X v ~ Fr F- = o m�r (2 O sw a Y T O, - L K `J JEC r <r -<O< 2 p o T W ❑ ❑ z Q 4 Fes,-• .., T W Z Z5: ® u _ WOOwW � �T BE CO Z T T SL/ S s OF i t ❑ _ � ED � z r ! O W< O O w 11, ' 3� _ _,Co cc M U) Z 0 r �o Y J 0 O Q o �'� _ O 7 } F c 1 Q:< = �� r Z_j>YzW5- of J O CC IL � W J l o o W W O n QJ_}CO �Q ou 11-i LLI Lij LU z u ECS p 7 7 Z 0- qu - L t O m l REVISI0 \TS REV DATE COMMENT BY g s -.-j A. t REVISIONS PER 1 j 1 0/26/1 II ; COUNTY COMNIEN T S R 1 Y Fes. (:540) 349-0321 REVISIONS PER VA @­-_j_BSrjMsrEngco 2 31';':8 COU�aTYCON1MENTS RTY REVISIONS PER 3 6/26/18 COUNTY COI'>/ MENTS RTY REVISIONS PER 4 8130/18 VDQT COMMENTS RTY REVISIONS PER 5 915/18 ACS,? COMMENTS RTY 6 9/28.%'18 FOR APPROVAL RTY -_Sift/NAiURE 7 1 i',`3oil e "�UBiVIII �SION RTY AUNK'(S CALL 811 BEFORE YO DIG It's fast. It's free. It's the lave. [-2" COMPACTED COMPACTED SUBGRADE SM -2A ASPHALTS APPROVED (PER GEOTECHNICAL AP 3- �� t E g o REPORT) 4" COMPACTED _e ,� 21-A STONE' I 1I 11 c 1 -C- I �� O JE 1 rel € JE • T II _, J� V152000 DRA\J'�i BY: EEN 1. TRAIL CROSS SLOPE NOT TO EXCEED 2.00°t°. CHECKED BY: RTY DATE:/0/05118 SCALE: NOT TO SCALE CAD IID,: SD3 ASIPIFIAILT TRAIL DETAIL NOT TO SCALE 1.5" ASPHALT SURFACE COURSE 1.5" (314-9.5A), 1.5" (IM.OA) ASPHALT CONCRETE (BM-25.OA) UNTREATED AGGREGATE (21-B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 2. AFTER FINAL CBR S ARE AVAILABLE ON COMPACTED SUB -BASE THE CONTRACTOR IS TO CONTACT THE ENGINEER AND REQUEST FINAL PAVEMENT DESIGNS. f40TE THAT ANY PAVEMENT DESIGN THAT IS INSTALLED PRIOR FINAL VDOT APPROVAL MAY BE REMOVED AT CONTRACTOR'S EXPENSE IF NECESSARY. "STI E .,ILA (LANE" ASIPIPIALT ]PAVEMENT SECTION NOT TO SCALE ASPHALT SURFACE COURSE ASPHALT CONCRETE (61`41-25.0A) 7" UNTREATED AGGREGATE (21-B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: E: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 4. FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 2. AFTER FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE THE CONTRACTOR IS TO CONTACT THE ENGINEER AND REQUEST FINAL PAVEMENT DESIGNS. NOTE THAT ANY PAVEMENT DESIGN THAT IS INSTALLED PRIOR FINAL VDQT APPROVAL MAY BE REMOVED AT CONTRACTOR'S EXPENSE IF NECESSARY. ARCRIER AV NI UE" ASPHALT IP11V XIENT SECTIOD NOT TO SCALE PR0:1= CT: 1 : , 1 T UP1 II fi 7 TI�aArli STATE ROUTE ' E 643 POLO GROUNDS ROAD, STELLA �` 1 ARCHER \ S : 1•T C)FSITE RO UT� ' EMINOLE TRAIL D AND -STAT � ROUTE-64TE � � POLO GROUNDS READ CHARLOTTESVILLE AL EMARLE COUNTY, NIA n 1 1 Lifer, No. 40205 62 s /3� 0118 P -SF € TITLE. 'ClON S-77 A-1 111RU'TION Sia.._ T NU 1E,ER: REY 9 i ( �3 3 -77, �� 7 3� r g s -.-j A. t 28 BLACK VEI L PARK LANE, SUITE Zai VYARRENTON, VIRGINIA M� Phone: (540) 349-4500 Fes. (:540) 349-0321 VA @­-_j_BSrjMsrEngco n 1 1 Lifer, No. 40205 62 s /3� 0118 P -SF € TITLE. 'ClON S-77 A-1 111RU'TION Sia.._ T NU 1E,ER: REY 9 - 01-3A, 3B, 3C f7iVDAKMInkI ln"RIT , I aliplam-minwiNJI&IROJmiginal M."P-1,Tll�mkvjm 0 111hWaIIIIIIII&IIIE-1111170.4 I . �• . . 3. I __ MEN MEN """`2 I mmmmuccomm"m miloIEMEMENI I is ".."=M."M.mwM.M.M"M"M"M".�.�.�.�.i Fill .0110111 m________ HIM 0"-w- IIIIIIIIIIIIIIIIIIIIII - 601 � 1��1'11" , 17111, 'BAR F L- BAR A I SE17 ?, . �q I 1. _E'A" 81, , D FAC STEPS, UH CK CONTROL JOINT - " , GUTTER 2-8 [L CONTROL JOINT CRACK --T70--- f- 6'MIN. PLAN SECTION A -A 'MIN, . I r - -A .1 MAX, r KEYED CONST. JOINT L -VARIABLE - MAX. 20' -10" I l 2" r WATRTPEED 81, 2 OU r-- B - 8"I 3'-0" 11 rAI R I >� �� I APPROACH -I t4 `r BARS A 04 3� I j M M GUTTER f - I � m I I 4K�14 14 m" I I - � I O - . ,%� 00 _- I - __ -,, I . � 16" , - - - I-- :> � - - - - - - - - - - - - - - - - - Z -1f 11 11 -_ , - �, ­­ j -1 I . 1. - I BARS F - BARS E [,- B C14 __ � . . I LL I "k, 30 . � L _*3" DIAMETER - .1 . . � BARS E P � WEEP HOLE FRONT ELEVATION 'l, BARS 8 BARS F_� _f' I'-'," I L_ - (GUTTER REMOVED) 1/,,l N-011 _L.F_i - - - - 0-1 I �,_ 5X1/4" BENT PLATE I : SECTION B -B i�� .•_'. , - , . - . 1 A 'A " R 11 , , . TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS --Z � L21/2"X2Vz"XI/4" � TYPE B NOSE DETAIL SHALL BE USED WITH GALVANIZED OG -2 & CG -6 STANDARDS, TYPE A TYPE B 112" X 4` STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C -C, CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DE WELDED TO BENT TE AT 2'C -C. AI 2" APPR,P -.---.-:L AVEMENT DI -3A L DI -3B i- L DI 3C IL L . _7 � � 1 WARPED .1 .- I I I I'd 1f.j I I I I -Ili I I __ -- , 1_4 ,,�, - - - - v 1_L_ -- __�_7 1 T - - - - 2: � `FLOW - I "' 2: i - FLOW FLOW . --. . . " 1 k -N I -i-L-Ow .1 k-% - - i . (1 %1=z R 11DE AIL WHEN USED IN AC)JACENT TO CURB FOR USE SAGS WITHOUT GUTTER I BOTH SIDES TO BE SYMMETRICAL XVDOT SREFE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET SHE :VISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' VIRGINIA DEPARTMENT 233 104 09 08/10 OF TRANSPORTATION 302 - k Li� 1 � _� - ' - - - - B -I` - - �� I . 3" DIAMETER I _* TIWEEP HOLE I - - - _ I - I . , rLN,,,,__, - L r�' , '�� , I � , , - , - - - , - __�,�_-_, - I � I DI-3AA.388,3CC r- 1 SECTION A -A See Note 19 a 05 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN. MINIMUM DEPTH (H) TO BE W -O", MAXIMUM COVER OF 2". DEPTH TO BE 20'-O". FOR INLETS LESS THAN WUSE STANDARD DI -3A, 3B, 3C. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 2. THE "H" DIMENSION SHOWN ON THE STANDARDS ALL OPENINGS BY 2". AND SPECIFIED ON THE PLANS WILL BE 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 MEASURED FROM THE INVERT OF THE OUTFALL (3000 PSI). PRECAST CONCRETE IS TO BE $ rs, H, 12" c -c PIPE TO THE TOP OF THE STRUCTURE. 40Q0 PSI. 0 PLAN 'IN" DIMENSIONS ARE APPROXIMATE ONLY #5 0 12" c -c �11­ #5 Bar H each corner I- #5 Bar H, each alternate corner SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET --Bars V MR I LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE 8" c -c DIMENSIONS SHALL BE DETERMINED BY THE - f , -4 11 -t A IBB 4' I - 01 A a Optional WHEN SPECIFIED ON THE PLANS THE INVERT IS I Construction 2. 7 Joint _�\ PROPOSED CURB, I � I . . I ; I #5 0 12" c -c �11­ #5 Bar H each corner I- #5 Bar H, each alternate corner SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET FOR ESTIMATING PURPOSES AND THE ACTUAL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE Dl- Lin. Ft. DIMENSIONS SHALL BE DETERMINED BY THE Cu. Yds, SHOWN ON PLANS. 452 Ci?ldTRACTOR FROM FIELD CONDITIONS. IBB 4' I - 01 494 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS 13. WHEN INLET IS USED IN 4' MEDIAN BACK OF INLET IS TO BE SHAPED TO CONFORM WITH 2. TO BE SHAPED IN ACCORDANCE WITH STANDARD I 2CC PROPOSED CURB, 685 I . - IS -1, THE COST OF FURNISHING AND PLACING ALL 0.28 64 f 0.16 MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS 972" I - 12" 1 9V2" 1 - INCLUDED IN THE BID PRICE FOR THE STRUCTURE. BARS A TO HE KEYED. ALL SPLICES IN BARS V TO BE 4. IN THE EVENT THE INVERT OF THE OUTFALL CUBIC YARDS OF CONCRETE FOR EACH FOOT A MINIMUM OF 40 DIAMETERS (20"). SECTION B -B PIPE IS HIGHER THAN THE BOTTOM OF THE 15. FOR PLAN VIEW OF INLET SEE STANDARD DI -3& -_ STRUCTURE, THE INVERT OF THE STRUCTURE ALL REINFORCING STEEL SHALL HAVE A MIN, 3B, 3C. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 OF 2 IS TO BE L +1611 AT 4.10 LBS./FT.. SHALL BE SHAPED WITH CEMENT MORTAR TO BARS A- L 2Y2l-X2yz-IX1/4-I I GALV� PE. �_JLVI COVER OF 2". . - PREVENT STANDING OR PONDING OF WATER N THE STRUCTURE. THE COST OF FURNISH ING 16. QUANTITIES SHOWN ARE FOR MINIMUM INLETS 3. AND PLACING ALL MATERIALS INCIDENTAL TO Ft. OF EACH TYPE. FOR INLETS OF GREATER DEPTH (H) OR LONGER SLOT ILI INCREMENTS SHOWN Cu. Yds, THE SHAPING IS TO BE INCLUDED IN THE 810 Lin. Ft. PER FOOT MUST BE ADDED. THE AMOUNT OF Lin. Ft.* PRICE FOR THE STRUCTURE, 14. CONCRETE AND STEEL DISPLACED BY PIPES S. STEPS ARE REQUIRED. FOR DETAILS SEE No. MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. -__r___1 STANDARD ST -1. Lbs. A MINIMUM OF 40 DIAMETERS (2011). i_� .� 6, THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 17. FOR NUMBER OF BARS A -G REQUIRED AND LENGTHS SEE SHEET 104.10. --^ Hardware IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, - 1 cloth 7. * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 16, - - - 12" C -C TO BE PLACED IN ALL AREAS ADJACENT IS. FOR DESCRIPTION AND LOCATION OF DIMENSION ]--O" TO ABUTTING CONCRETE 70 PREVENT 13. L SEE SHEET 104.09. -Weep Hole. SETTLEMENT. IN LIEU OF DOWELS A 2!1 X 4" 17, FOR NUMBER OF ARS A -F REQUIRED AND LENGTHS See Note B. NOTCH MAY BE PROVIDED. SEE STANDARD T -DI -3. 4 FOR ALTERNATE DESIGN. 19. FOR ALL DETAILS, DIMENSIONS, AND 5. STEPS ARE To BE PROVIDED. FOR DETAILS SEE 18, REINFORCING STEEL ABOVE THIS LINE SEE S. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 4 STANDARD DI -3A, 3B, 3C. 64 DRAIN SUBBASE MATERIAL, WEEP HOLE WITH 61 (H) OR LONGER SLOTS (L) INCREMENTS SHOWN 6. 1211X12" PLASTIC HARDWARE CLOTH 1/4" MESH 1 31-611 PER FOOT MUST BE ED. THE AMOUNT OF DISPLACED BY PIPES MUST 7. OR GALVANIZED STEEL WIRE, MINIMUM WIRE 5'-711 BE DEDUCTED TO OBTAIN TRUE QUANTITIES. . _E, 8. DIAMETER 0.03', NUMBER 4 MESH HARDWARE 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, COLLAR AND GRATE, DROPPED GUTTER LINE, AND 1'-6" CLOTH ANCHORED FIRMLY TO THE OUTSIDE 11-O"_ REINFORCING AND STRUCTURAL STEEL NOT -3 OF THE STRUCTURE. 3.67 DETAILED SEE STANDARD DI -2A. 8, 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO 10 SCHEDULE OF REINFORCING STEEL - 3 5--7" BARS H BARS HI BARS V 5'-6" 3 - NO 4 LENGTH I NO. LENGTH NO. LENGTH 3.90 5 - REQlb. 14 REQID. I REQID. I I 4 4x(H-1) 1 3'-6" 'I E 4 5 . #5 0 12" c -c �11­ #5 Bar H each corner I- #5 Bar H, each alternate corner SECTION THROUGH ELEVATION APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET TYPE DIMENSION L - SEE NOTE 18 REINFORCING STEEL CONCRETE Dl- Lin. Ft. Lbs,, Cu. Yds, - 3AA 21-611 452 3.14 - '� IBB 4' I - 01 494 =3 4 : ]::7= I ICC 61-O.. - 541 ,�i,�� 3.89 INCREMENTS FOR EACH ADDITIONAL FOOT OF DEPTH H) H AMND1 SLOT LENGTH (L) L CONCRETE STEEL CONCRETE -1 STEEL Cu. Yds, Lbs. Cu. Yds. Lbs. 0.317 54 - - - 0317 54 0.22 0,317 54 0.22 =-5:1 23; WECFUMN STANDARD CURB DROP INLET REFEREM 1211 - 3011 PIPE: DEPTH (H) 81 TO 201 233 1 104.11 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-2AA, 2BB, 2CC PLAN VIEW #5 a j , 12, 616- 1211 C -C SECTION THROUGH ELEVATION =r ROAD ANDDRIDGE STANDARDS 1SHEET 1 OF REVISION DATE 1 104.05 7 - H:115\V152000\DRAW1NGS\P1_AN SETSV$ECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDSM 52()QOSD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:54 PM LAST SAVED BY: JCRUZ 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A MIN, COVER REINFORCING STEEL MAXIMUM DEPTH (H) TO BE 201. FOR DEPTHS Dl- OF 2". Lbs. LESS THAN 9'USE STANDARD DI -2A, 26 OR 2C. 2AA 2'-2'- 609 2.77 , 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL 2. THE "H" DIMENSION SHOWN ON THE STANDARDS I 2CC OPENINGS BY 211. 685 I . - AND SPECIFIED ON THE PLANS WILL BE MEASURED 0.28 64 f 0.16 FROM THE INVERT OF THE OUTFALL PIPE TO THE 11, CAST -IN- PLACE CONCRETE IS To BE CLASS A3 972" I - 12" 1 9V2" 1 - TOP OF THE RE. PLAN 'IN" DIMENSIONS BARS A T CONCRETE IS TO BE 4000 PSI. NUMBER 4 MESH HARDWARE ARE APPROXIMATE ONLY FOR ESTIMATING CUBIC YARDS OF CONCRETE FOR EACH FOOT 3- WHEN SPECIFIED ON THE PLANS THE INVERT 13 SECTION B -B PURPOSES AND THE UAL DIMENSIONS SHALL 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE -_ BE DETERMINED BY THE CONTRACTOR FROM FIELD ALL REINFORCING STEEL SHALL HAVE A MIN, SHOWN ON PLANS. LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 OF 2 IS TO BE L +1611 AT 4.10 LBS./FT.. CONDITIONS, BARS A- L 2Y2l-X2yz-IX1/4-I I GALV� PE. �_JLVI COVER OF 2". . - BARS F 13. THIS STANDARD IS INTENDED FOR USE IN CURB 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO Ft. AND GUTTER SITUATIONS ONLY. Cu. Yds, BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. Lin. Ft. No. Lin. Ft.* THE COST OF FURNISHING AND PLACING ALL 14. IF OPTIONAL CONSTRUCTION JOINT IS USED IT IS No. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE No. TO BE KEYED. ALL SPLICES IN BARS V TO BE No. INCLUDED IN THE BID PRICE FOR THE STRUCTURE. Lbs. A MINIMUM OF 40 DIAMETERS (2011). 4 . IN THE EVENT THE INVERT OF THE OUTFALL PIPE 15. FOR PLAN VIEW OF INLET SEE STANDARD DI -2A, 2B, 2C. - IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, - 1 5'-7-1 THE INVERT OF THE STRUCTURE SHALL BE SHAPED 16, - - - WITH CEMENT MORTAR TO PREVENT STANDING OR - FOR DESCRIPTION AND LOCATION OF DIMENSION L ]--O" PONDING OF WATER IN THE STRUCTURE, THE COST 13. SEE SHEET 104.03. 1 0.739 OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED 17, FOR NUMBER OF ARS A -F REQUIRED AND LENGTHS 2 IN THE BID PRICE FOR THE STRUCTURE. 3 SEE SHEET 104.04. 5. STEPS ARE To BE PROVIDED. FOR DETAILS SEE 18, QUANTITIES SHOWN ARE FOR MINIMUM INLETS OF LOTH STANDARD ST -1. 4 EACH TYPE. FOR INLETS OF GREATER DEPTHS 64 5 61 (H) OR LONGER SLOTS (L) INCREMENTS SHOWN 6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 1 31-611 PER FOOT MUST BE ED. THE AMOUNT OF DISPLACED BY PIPES MUST 7. #4 X 811 SMOOTH DOWELS AT APPROXIMATELY 12" 5'-711 BE DEDUCTED TO OBTAIN TRUE QUANTITIES. . _E, 8. PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. 19. FOR DETAILS AND DIMENSIONS OF CURB, SLOT, BEAM, COLLAR AND GRATE, DROPPED GUTTER LINE, AND 1'-6" IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. SEE STANDARD T -DI -3, 4 FOR 11-O"_ REINFORCING AND STRUCTURAL STEEL NOT -3 ALTERNATE DESIGN. 3.67 DETAILED SEE STANDARD DI -2A. 8, 3" DIAMETER WEEP HOLE IS TO BE LOCATED TO 10 61-711 to 61-1011 DRAN SUBBASE MATERIAL. WEEP HOLE WITH 1211 X 12" PLASTIC HARDWARE CLOTH I/ °' MESH OR GALVANIZED STEEL WIRE, MINIMUM ORE DIAMETER , 0.03". NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH APPROXIMATE QUANTITIES FOR MINIMUM 91 DEPTH INLET TYPE DIMENSION L I SEE NOTE 161 REINFORCING STEEL CONCRETE Dl- Lin. Ft. Lbs. Cu. Yds. 2AA 2'-2'- 609 2.77 , 1 28B 4--011 647 3.06 I 2CC 6.-011 685 I . - 3.38 d INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FEET OF DEPTH (H) AND, OR SLOT LENGTH (L) H BARS V L LENGTHI CONCRETE - STEEL CONCRETE STEEL Yds. Lbs, Cu.Cu, Yds. Lbs. 0.28 64 - - 0.28 64 0A6 17 0.28 64 f 0.16 17 SCHEDULE OF REINFORCING STEEL SEE NOTE 17 _-F . BARS H BARS Hl BARS V NO REQ -D. LENGTHI NO -- REQ'D. LENGTH - NO LENGTH REQ'D. k(1.5H+1)+8 3I-2-1 �0-51­1+`D+81 Y-3" 36 H -(t-4--) STANDARD CURB P INLET 1211 - 2411 PIPE: DEPTH (H) - 9' TO 20' VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE , 233 302 A 1 a - DI -3A, 38, 3C L MM 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, AREA OF 15- THIS AREA MAY BE EARTHEN, IN WHICH CASE 2- THE "H" DIMENSION SHOWN ON THE STANDARDS --- GALV. MC6X12 8". - 2'-2". . i�_ REINFORCING STEEL THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE IS" SETTLEMENT, - BARSA-1 a FO111- C S,. C_ C I MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF HE STRUCTURE, "H" 8, TYPE 16. SLOT PLAN DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL - -_ i DISPLACED BY PIPES MUST BE DEDUCTED TO DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. HARDWARE CLOTH MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", 972" I - 12" 1 9V2" 1 - OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 BARS A ' 1. 21-711 ' -1 NUMBER 4 MESH HARDWARE 12 101, C -C CUBIC YARDS OF CONCRETE FOR EACH FOOT 3- WHEN SPECIFIED ON THE PLANS THE INVERT 13 SECTION B -B CLOTHY TO THE OUTSIDE OF THE STRUCTURE. - Concrete -_ BARS A _* ALL REINFORCING STEEL SHALL HAVE A MIN, BARS B - LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 OF 2 IS TO BE L +1611 AT 4.10 LBS./FT.. B BARS A- L 2Y2l-X2yz-IX1/4-I I GALV� PE. �_JLVI COVER OF 2". . - BARS F INCLUDED IN THE BID PRICE FOR THE STRUCTURE, BARS G WEIGHT _ Ft. Sq. Ft, Cu. Yds, No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. * No. I Lin. Ft. *I No. Lin. Ft. *1 No. Lin. Ft.* No. Lin, Ft.* Lbs. DI -3A . 21-611 1.15 2.26 - - - - 1 5'-7-1 3 3'-2" - - - - - - 6 ]--O" 22 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR WITH INTEGRAL CURB, GUTTER IS TO BE 1 0.739 - 5 11-61. 2 6'-7" to 6'-10" 3 5--7" 3 3--21l 4 11-61, 5 11-61, 4 1,-O.I 64 5 61 2.75 3.02 5 1 31-611 6 W-71' to 6°-10" 3 5'-711 3 3--21- 4 3--61' 3 1'-6" 4 11-O"_ ill -3 a, 3.67 3.46 5 5'-6-I 10 61-711 to 61-1011 - 3 5--7" 3 N -2l- 4 5'-6" 3 - 11-6Il 4 - .-011 158 DI -3B 10' 4.58 3.90 5 - T-6" 14 _W-71' to 6'-10" 3 5--7" I - 3 3I-2" 4 7'-6-- 3 V-15" 4 _ 11-0l, 204 - , 259 5 ; ' ' L2 I 5.50 4.346°-711--7-1 - _.L 91-611 18- -_ to 6'-1011 - 3 5 1 3 31 -21I 4 91-61. 3 1 11 -6.1 4 1 1,-o,, 251 18, . 14, 6.42 4.78 5 ill -61. 22 --61-711 to 61-10-1 - 3 5--711 3 3'-211 I - 4 11-4- - S_ 11-61, - - - 4 I. -O., 298 4 - 16' 7.33 1 5.22 5 131-611 26 - 61 -711 to 61-10-1 - - 3 5'-7" 3 3I-2-1 1 4 13'-611 3 11_61� - 4 11-011 345 5 la' 8.25 5.66 5 --- 151-61, 30 5._ 1. to W-10" 3 51-71' 13 '31-21. 4 15'-6" .3 1.-6.I 4 11-0, 391 1 4 j 31-6l, 20, 9.17 _ 6.09 5 I 17'-6" 34 V-711 to 61-101, 3 ­ -- 5'-7" - 3 31-2" 4 171-61- 3 ll_61� 4 i. -O., --- - 438 _� 4`3" to 4`6" 6' 2.75 3.01 -10 11-S.. 4 --61-711 to 61-1011 5 5'-711 3 _ 31-21- a 11-91, 6 1i.1511 2 1--o,, ill 21- O" 81 3,67 3.45 10 2--9" 8 1 6'-7" to 6'-10" 5 5'-71- 3 31-2"8 1 15`0" 2'-9-1 6 1I -61l 2 I.-011 158 6,-1., 101 4,58 3.89 10 31-9-1205 12 61-711 to 61-101, 5 51-71- 3 3'-2l' 8 _ 3--9-- _ 6 11-61, I 2 11-0.1 r, I V -6--l- 12' 5.50 4.33 10 41-911 16 -&-711 to 61-10-1 5 5I-7" 3 3'-2IF - - a 4--911 6 - V-6" 1 2 11-0.1 252 DI -3C 141 6.42 4.77 10 5l-gn 20 61-711 to 61-10-1 5 51-711 3 - -2111 31-211 8 5--g-I 6 ll 6" - 2 I.- .. 298 16' 7.33 5.21 10 6'-g'l 24 - 61-711 to -61-10" 5 5--711 = 3 I Y-21- 3�' I � j 8 61-91- 6 V-6" 2 i.-011 345 1 18, 8.25 5.65 10 71,911 28 6'-7" to 61-1011 5 5--7-1 3 I -2 , T-2-1 8 71-9-1 6 ll -6" 2 T-0.1 392 - 201 9.17 _ 6-og -Lig 1 8,-g,, 32 . 6'-7" to 61-1011 5 51-7" 3 3 I _2 ., 3'-2-1 8 1 -9.1 a. 6 V-13" 2 - �-O-I _ ---. 439 MM 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, # 4 X 811 SMOOTH DOWELS AT APPROXIMATELY 15- THIS AREA MAY BE EARTHEN, IN WHICH CASE 2- THE "H" DIMENSION SHOWN ON THE STANDARDS --- GALV. MC6X12 8". - 2'-2". . i�_ 1211 C -C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT EXPANSION JOINT THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE IS" SETTLEMENT, - BARSA-1 a FO111- C S,. C_ C I MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF HE STRUCTURE, "H" 8, 311 DIAMETER WEEP HOLE TO BE LOCATED TO 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (H) OF 5'-211 WITHOUT PIPES, THE AMOUNT PLAN DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL FACE � DRAIN SUBBASE MATERIAL. WEEP HOLJE WITH 12"X1211 PLASTIC 1/4" i DISPLACED BY PIPES MUST BE DEDUCTED TO DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. rLUW - =!t= HARDWARE CLOTH MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", 972" I - 12" 1 9V2" 1 - OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 BARS A ' 1. 21-711 ' -1 NUMBER 4 MESH HARDWARE 12 101, C -C CUBIC YARDS OF CONCRETE FOR EACH FOOT 3- WHEN SPECIFIED ON THE PLANS THE INVERT 13 SECTION B -B CLOTHY TO THE OUTSIDE OF THE STRUCTURE. - OF DEPTH. TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1, THE COST OF FURNISHING AND PLACING ALL 9, ALL REINFORCING STEEL SHALL HAVE A MIN, 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1 OF 2 IS TO BE L +1611 AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE BARS A- L 2Y2l-X2yz-IX1/4-I I GALV� PE. �_JLVI COVER OF 2". . - APPROACH INCLUDED IN THE BID PRICE FOR THE STRUCTURE, 4- �, = SURFACE [!XV. 18. * DENOTES LENGTH OF ONE (1) BAR. IN THE EVENT THE INVERT OF THE OUTFALL lo, ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2", 19- ALL REINFORCING BARS TO BE#5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE !� �_ 11 . I WARPED SECTION D -D > = STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO il. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 20, WHEN INLET IS USED IN 41-011 MEDIAN, BACK OF INLET IS TO BE SHAPED TO CONFORM TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING ­ ' BEFORE r 4000 PSI. BARS B -I PROPOSED CURB. AND PLACING ALL MATERIALS INCIDENTAL TO 12, LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE WELD ALL 2 '-O" THE SHAPING IS TO BE INCLUDED IN THE BID Yz" X 4" SHOWN ON PLANS. CONC. PIPE STUD SHEAR PRICE FOR THE STRUCTURE. 0.697 1 1.319 1 2.067 I : 2.947 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR WITH INTEGRAL CURB, GUTTER IS TO BE 1 0.739 1 1,398 OR GREATER. FOR DETAILS SEE STANDARD ST -1. - 3.145 I OMITTED (SEE DETAIL). 1l-_6- 11-9 6. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE, 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4 N-2" I 5 90_61� CONCRETE BLOCKS IN ACCORDANCE WITH THE 11 _4'-6" -4!--3' 41-3" to 4'-611 5 2--011 DETAILS SHOWN ON STANDARD DRAWING DI -MB. 61_0" 3 SPECIFICATION REFERENCE STANDARD CURB xvD0 I P INLET ROAD AND BRIDGE STANDARDS 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' I REVISON DATE 302 SHEET 2 OF 2 1 - VIRGINIA DEPARTMENT OF TRANSPORTATION - 1 104.10 - DI -2A, 2B. 2C _f GALV. L2Y2"X21/2lIX'/4II -E - . FOR CIRCULAR PIPE EXISTING OR PROPOSED F" 45"x29" --- GALV. MC6X12 8". - 2'-2". . i�_ SIDEWALK. SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK ( EXPANSION JOINT IS" lim- A F - BARSA-1 a FO111- C S,. C_ C I - . I . .. . i In II J -,L = - 1� I? . . UE =4 BARS B . a 101, C -C z = 7 ? N �q I EMEN F._ FACE � - - I i - . . rLUW - =!t= -2'-O" i 61 MIN. ,31-61I La.. !0' MAX. -A -CRACK CONTROL - , [,.- C PLAN VIEW ABLE-MAX.20' _. --I-- - = - GALVANIZED MC 6 X 12 - I 2EE L------- F 8 B 2"' 31. DIAMETER )0 WEEP HOLE BARS E SEE NOTE 8 . I FRONT ELEVATION DI -2A DI -2B L -1 BARS 1-1� . - - - - - j SECTION C -C CONNECTOR TO COLLAR. ADECREASE TO 1" WHEN INLET IS USED SECTION E -E WITH MEDIANS, WARPED GUTTER APPROACH GUTTER I _ = n.- � I . � m I : = : :- - - j . .. - Im 11/4" 1 114 - - �_ L 21�"X21Zz--XI/4'l I I - - - I- 0) I I . SLOPEF 0 , . APPROACH � - I IFLOW � Z; 0 BARS A-1 .. ­ NOTE 11 0 GAL ANizE:u j 5 -1 ... I - _: ll - I -1 Ei W _1�2_ 7O, (5 --c- I .-. BARS A KNT ik'ATES-� t,_ LLJ 0 1 a 101, C -C - c. Z BARS A- - - :� BARS 8 h__ SURFACE " - FOR USE ON GRADES FL LU _!,,, . . 11 U-1 �� 10.I C -C . . I-,- `i/ X4' STUD = m ' AIRS C -1� "-�l L . � 8.1 C_ . �KEIAR' CONN DI 2C �_ 0 l, WELDED TO CONN. - -.-I BARS F--' , �..,. P C . 0 21 C -C A ti I - :Jl I WARPED - (RON - - .-i I - '. , . , . . , .. . �..,,. I -_...1 _ TYPE A SURFACE TYPE B _ .. - r- q__ .... . .. 3: 1 STEPS FLOW I : FLO" ,5EE NOTE 5 NOSE AI , __ 1 ml 2'-3"TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. - I [ 3'-7-1 _... TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. - - - - I 1 GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE IN SAGS OF 68',30'AND IS TO BE ANCHORED WITH Y2"X4" STUD -A SECTION A BOTH SIDES TO BE SYMMETRICALI FOR STEP DETAILS SEE STD. ST-1.SHEAR CONNECTORS WELDED TO BENT PLAE AT 21 C -C. XVD= SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET . REFERENCE SHEET 1 F2 REVISION DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 91 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 m - SHAPE I BEVELED WITH MORTAR 0 Ill I , � I I I I - I a T_ J bj - I I� -F - - IfP - - --I : K ' 1DETAIL A I- - - v- DO NOT a BEVEL I r- 2 #4 DEFORMED INVERT 1 CRACK CONTROL BARS I - Ir �, 30* DETAIL B i a PLAN i. -E C -----i 2 #4 DEFOR ED M CRACK _ CONTROL BARS 'llk. D -CIRCULAR PIPE -2 31, � S -ELLIPTICAL PIPE ST'D. EW "W EW -2A ... _�r - , 12I' - .".. I , ­,- .. . - / - - , - � - , - - � , I .. - , , * , ­.. " ... 1 \ / 1 , 11 .. ..... N . . � I / / / I Z I K SECTION A -A / , 4 I ` , 4\, I I ,� � \ /'A/ t \ , - . _ �// I \ \, - - -1 -1 - , _Z - -.-:-' �, , I I I I NOTES: 1. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ; I CIRCULAR PIPES (STANDARD EW -2) SEE SHEET 2 OF 3, 1 2, FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLIPTICAL PIPES (STANDARD EW -2A) SEE SHEET 3 OF 3. 3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 4. ON SHALLOW FILLS, WHERE ENDWALLS ARE I' OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL CONSTRUCTEDSHALL BE PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3,FOR AST SEE SHEETS 101.06 AND 101.07. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 151. 8. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN PRICE PER BID PER CUBIC YARD CONCRETE. 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR, 10, BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT}, HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE, 11. Y4!' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. I I --- I T__'l r SEE DETAIL B END ELEVATION SIDE ELEVATION SHEET 108 3 SPECIFICATION rm,v MN REFERENCE N RENDWALL OR PIPE CULVERTS 105 42"-96" CIRCULAR AND 60"x3811 -106"X68" ELLIPTICAL 302 r"m- PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION El 071, 073 j - -I :-W-1,11A 1 -14 S I - _t;;:; Mr, , , " , i W�_ I I � jF_ I � I - .mq '. ­ - SHAPE TO BE __ - -----,% _�, - - - - - - - - �__��, BEVELED KK - � , , 11 I , I WITH MORTAR = I FLOW -i , , 1::� - _-------- - . __ ___ I I - , � - U__ DO NOT e BEVEL I INVERT a - - - - - - _r � LL ­ -- 1 F L 1 4l, 1 k" C � I NOTES: I. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4-I WHERE I ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE, N IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOfEl. CULVERT �WHEFE THE FLOW ENTERS THE CULVERT). ' O. BEVEL EDGE 13 REQUIRED Ot4 THE HEADWALL AT THE 1 DITCH SLOPE, OR SHOULDER. 2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 3, ALL CAST ,IN PLACE CONCRETE TO BE CLASS A3, FOR PRECAST SEE a. ON SHALLOW FILLS, WHERE ENDWALLS ARE I ` OR LESS BELOW SHOULDER SHEET 101.02, LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL GRADE OF THE ROAD. SKEWS(O*TO 45"), 9. 2Y411 CHAMFER MAY 13E PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR --- L - 7 -m -11A EW -1 I J I - __ _r - __ EW -1, I , \ I)- 1, - , I - I - - C__ �, - ' ' r - I I _FLOW _ _ _ 8 a _ 4 _ _ F , - GALV. L2Y2"X21/2lIX'/4II -E - . FOR CIRCULAR PIPE - 31-61, W-13" LONG F" 45"x29" --- GALV. MC6X12 8". - 2'-2". . i�_ T-2-- I BARS A-1 D / IS" 101, C -C _= D � 5, - - . I . .. . i In II J -,L = - 1� I? . . UE =4 BARS B . a 101, C -C WELDED JOINTS - - K] N 2 ­ .1 . . TYPICAL 0. _1V I � BARS C •a . . - 1,-611 all C -C . . . . . . .. � . 1 972" I - 12" 1 9V2" 1 - C BARS A ' 1. 21-711 ' -1 11-911 12 101, C -C ­ 2--911 SECTION B -B - . COLLAR - V-13" 2--7-- 2'-6" -1 ­ -<L [_ F -; - I 1*F1 ---------- ------ 1 BARS A- L 2Y2l-X2yz-IX1/4-I I GALV� PE. �_JLVI --- - I - � . - APPROACH H 4- �, = SURFACE [!XV. MC6X12 -" V) IN . . , I, � - . , 31 9 1 U.1 0 . ..1 ­ 5--01I !� �_ 11 . I WARPED SECTION D -D > = I ". l, , BARS E SURFACE 0-11/4" 0,-IY4" , a 61, C -C WELD 11-9l. _� - ­ ' BEFORE r b - BARS B -I GALV .___jj=T=­==r_K ,q " 01-11 a 6 C - ,I 8.l ., CAL � WELD ALL 2 '-O" C� I I N C6iil2-- - Yz" X 4" 84 CONC. PIPE STUD SHEAR SECTION C -C CONNECTOR TO COLLAR. ADECREASE TO 1" WHEN INLET IS USED SECTION E -E WITH MEDIANS, WARPED GUTTER APPROACH GUTTER I _ = n.- � I . � m I : = : :- - - j . .. - Im 11/4" 1 114 - - �_ L 21�"X21Zz--XI/4'l I I - - - I- 0) I I . SLOPEF 0 , . APPROACH � - I IFLOW � Z; 0 BARS A-1 .. ­ NOTE 11 0 GAL ANizE:u j 5 -1 ... I - _: ll - I -1 Ei W _1�2_ 7O, (5 --c- I .-. BARS A KNT ik'ATES-� t,_ LLJ 0 1 a 101, C -C - c. Z BARS A- - - :� BARS 8 h__ SURFACE " - FOR USE ON GRADES FL LU _!,,, . . 11 U-1 �� 10.I C -C . . I-,- `i/ X4' STUD = m ' AIRS C -1� "-�l L . � 8.1 C_ . �KEIAR' CONN DI 2C �_ 0 l, WELDED TO CONN. - -.-I BARS F--' , �..,. P C . 0 21 C -C A ti I - :Jl I WARPED - (RON - - .-i I - '. , . , . . , .. . �..,,. I -_...1 _ TYPE A SURFACE TYPE B _ .. - r- q__ .... . .. 3: 1 STEPS FLOW I : FLO" ,5EE NOTE 5 NOSE AI , __ 1 ml 2'-3"TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD. - I [ 3'-7-1 _... TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. - - - - I 1 GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE IN SAGS OF 68',30'AND IS TO BE ANCHORED WITH Y2"X4" STUD -A SECTION A BOTH SIDES TO BE SYMMETRICALI FOR STEP DETAILS SEE STD. ST-1.SHEAR CONNECTORS WELDED TO BENT PLAE AT 21 C -C. XVD= SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET . REFERENCE SHEET 1 F2 REVISION DATE 12" - 24" PIPE; MAXIMUM DEPTH (H) - 91 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 m - SHAPE I BEVELED WITH MORTAR 0 Ill I , � I I I I - I a T_ J bj - I I� -F - - IfP - - --I : K ' 1DETAIL A I- - - v- DO NOT a BEVEL I r- 2 #4 DEFORMED INVERT 1 CRACK CONTROL BARS I - Ir �, 30* DETAIL B i a PLAN i. -E C -----i 2 #4 DEFOR ED M CRACK _ CONTROL BARS 'llk. D -CIRCULAR PIPE -2 31, � S -ELLIPTICAL PIPE ST'D. EW "W EW -2A ... _�r - , 12I' - .".. I , ­,- .. . - / - - , - � - , - - � , I .. - , , * , ­.. " ... 1 \ / 1 , 11 .. ..... N . . � I / / / I Z I K SECTION A -A / , 4 I ` , 4\, I I ,� � \ /'A/ t \ , - . _ �// I \ \, - - -1 -1 - , _Z - -.-:-' �, , I I I I NOTES: 1. FOR TABLE OF DIMENSIONS AND VOLUMES FOR ; I CIRCULAR PIPES (STANDARD EW -2) SEE SHEET 2 OF 3, 1 2, FOR TABLE OF DIMENSIONS AND VOLUMES FOR ELLIPTICAL PIPES (STANDARD EW -2A) SEE SHEET 3 OF 3. 3. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 4. ON SHALLOW FILLS, WHERE ENDWALLS ARE I' OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL CONSTRUCTEDSHALL BE PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS A3,FOR AST SEE SHEETS 101.06 AND 101.07. 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND SKEW ANGLES TO 151. 8. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN PRICE PER BID PER CUBIC YARD CONCRETE. 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT AND WINGWALLS OCCUR, 10, BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT}, HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE, 11. Y4!' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. I I --- I T__'l r SEE DETAIL B END ELEVATION SIDE ELEVATION SHEET 108 3 SPECIFICATION rm,v MN REFERENCE N RENDWALL OR PIPE CULVERTS 105 42"-96" CIRCULAR AND 60"x3811 -106"X68" ELLIPTICAL 302 r"m- PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION El 071, 073 j - -I :-W-1,11A 1 -14 S I - _t;;:; Mr, , , " , i W�_ I I � jF_ I � I - .mq '. ­ - SHAPE TO BE __ - -----,% _�, - - - - - - - - �__��, BEVELED KK - � , , 11 I , I WITH MORTAR = I FLOW -i , , 1::� - _-------- - . __ ___ I I - , � - U__ DO NOT e BEVEL I INVERT a - - - - - - _r � LL ­ -- 1 F L 1 4l, 1 k" C � I NOTES: I. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4-I WHERE I ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE, N IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOfEl. CULVERT �WHEFE THE FLOW ENTERS THE CULVERT). ' O. BEVEL EDGE 13 REQUIRED Ot4 THE HEADWALL AT THE 1 DITCH SLOPE, OR SHOULDER. 2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 3, ALL CAST ,IN PLACE CONCRETE TO BE CLASS A3, FOR PRECAST SEE a. ON SHALLOW FILLS, WHERE ENDWALLS ARE I ` OR LESS BELOW SHOULDER SHEET 101.02, LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL GRADE OF THE ROAD. SKEWS(O*TO 45"), 9. 2Y411 CHAMFER MAY 13E PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR --- L - 7 -m -11A EW -1 I J I - __ _r - __ EW -1, I , \ I)- 1, - , I - I - - C__ �, - ' ' r - I I _FLOW _ _ _ 8 a _ 4 _ _ F , - ENDWALL - . FOR CIRCULAR PIPE 1 42"x27" 45"x29" DIAMETER OF RIPE CULVERT 531IX341, -_ --- - - 12-1 151. IS" 11 21-1OR 247� 711 OR 30" 33" OR 3611 A 0-6., O'-8" _01-911 O. -ill. 11-01, l.-Ol. B 0. _1V 11-11, T -31I - 1,-611 11-9.1 2--O" C V-4" V-711 11-911 2I-2-1 2I-611 2--911 D 11-oll - V-13" 2--0-I 2'-6" ,31-01- F 01_6- 0-8- 1 0'-B'I 0--9" O. -q- 0-9., H 21- 3" 2'-111- 3,-2-, 3. -Sl, 41-3-1 41-9" L 4--0-I 5--01I 6--O" 81-01. 10'-0ll 1 12'-01 a --- 0-11/4" 0,-IY4" 0-2" 02-214�1, -----+-- oa--31/v 1 I 0,-3y�.., 'I b - I Tv .2 0°-1i/+" ,q " 01-11 0'-2" - -_ 0'-2Y2" 01-311 2 '-O" 3 CUBIC YARDS OF COI^NCRETE 84 CONC. PIPE 1 0,241 1 0.422 0.697 1 1.319 1 2.067 I : 2.947 C.M. PIPE 0.257 0.521 1 0.739 1 1,398 1 2.198 1 - 3.145 I -----------' ____ I I I ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) L 23"x14"30"x19"34"x22" --_ - 38"x2411 42"x27" 45"x29" 4911x321I 531IX341, A O. -81, 01-91I O.-JOlt, D.-IIII O. -1i" i.-Ol. 11-0.. 11-011 B T-211 - T-5ll T-6ll 11-81, il-9.1 11-101, 11-111, 11_11." I C 11-811 I. -ill. 2I-111 2'-41- 2'-5" 2l-71, 21-811 2--911 D l'-2-1 11_10i� V-7-1 T-011 I 2I-3" 1 2'-5" 2--811 21-1011, F 01-81, 01-81. 0,_q., 01-91, O.-911 O.-911 - -----------_ 01-91I Ol-911 H 21-1011 3'-311 31-7l' 31-9.1 4l-01- 4l-2il 4�-5'- 41-7" L5"_,,v ___ 3 a - - 11-111. - Ol-2y2ll 8'_,qu .1 71-211 91-2- .______ 2l-8" 21-1013 3`21' -_ OI -314'11 2 01-4-11 O,_3v " 10I-2` 3l-6II 0'-4y2" 101-1111 3--9` , 0-4)`4-1 �&_ju 4'-I" Ol-51- '- _ 121-1111 41-51l - ,�-5ye b 01-2ll - G` -2y2'- L O' -2Y4" 1 0'-3" 0'-3y,'- 1 O' -3Y4" J- 0'-4" 01_4_ye CUBIC YARDS OF CONCRETE -I --- .�� CONC.Pipi I 0.502 1 0.855 1 1.236 1 2,101 1 2. , i�;�i.� I SPECIFICATION REFERENCEI - STANDARD ENDWALL FOR PIPE CULVERTS 1 ROAD 0140 BRIDGE STAAR NDDS I . L - L 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIP.S, E - 7T i I 302 VIRGINIA DEPARTMENT OF TFAN'SPORTATION I REVISION DATE I Sm,E�_ I OF I I I 110101 -I TABLE OF QUANTITIES I r.7" 11. 11 TYPECONCRETE L -_ 21. M"INIMUM. HEIGHT = RPE Dila, + 2'-61' WHEN PIPES 2. THE "H" DIMENSION SHOWN ON THE STANDARDS MINIMUM COVER OF 2",ARE REINFORCING STEEL AND SPECIFIED ON THE PLANS WILL BE MEASSUREUL FROM THE INVERT OF THE OUTFALL PIPE TO THE 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 211. 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING 2'-0" TOP OF THE RE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE is TO BE CLASS A3 IS REQUIRED ON ALL DI -2 GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER, 15" AND THE ACTUAL DIMENS11ONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE T-911 BARS A BY THE CONTRACTOR FROM FIELD CONDITIONS, BARS A-1 BARS B 21-3" BARS B-1 BARS C I 'MIN RAISED BARS E BARS F WEIGHT UTTERING Fil Cu, Yds. No. Lin. Ft.* No. I Lin, E!. * . . . NoLinFt*. No. Lin. Ft. * No. I Lin. Ft.* No. - Lin. Ft.* No. I Lin. Ft.* Lbs. 01-2A 21-211 1.71 � Y-2" - 5 - 3, tl _2 4 3--6" -4 -31-611 - - 5 2`0" - --- -_ - - I 11- 6" 5-5 INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCT I'-,;7 lu ­ 4- 1.95 4 3'-2" 5 5`0' - 3 4'-3" to 4'-6" 5 2'-011 3 2 '-O" 3 1 11-61, 84 YARDS OF RETE FOR EACH FOOT. 6' 2.23 4 Y-2" 5 7'-O-1 --- 4 31-51. 7 - #0 5 2'-0" 3 4--O'l 3 1l-_6- 11-9 150 ± 7 LEIS CAST IRON � 81 2.5 1 - 4 N-2" I 5 90_61� 4 N-6-1 11 _4'-6" -4!--3' 41-3" to 4'-611 5 2--011 3 61_0" 3 1`_6" 54 L DI -2B 10, 2.79 4 ,3i-2" 5 111-01, 4 3'-6" 15 4'-3" to 41-6I. 5 TO.. -3 - ---- Fol, 3 --- - ------- V-61. - 189 12" - 12' 3.05 ROAD AND BRIDGE STANDARDS 3`2" 5 13'-O" .... 4 - ,Y-..6" 19 1 - 4'-3l' tc, 41-&I - 5 _ 2'_(Y" 3 110l -0. .. 3 __ 6 � `� 7 - - 94 2 " 2 - 14' 3.34 4 V -21, -3-�-2-"_ �_ 151-0-1 A, 31 -VI 93 - 4'-3" 0 4`43" - 5 ' _=5 _ 2'-011 4 j 3 . 12'-C'l 3 !'- : _ 1 1, _f l F, ��� - , 259 5 ; ' ' LLJ 0 y �-- Z - 0 0 - L'j 16, 3.61 4 -7-2- 5 17` 0" _797-77 - ,I 3' 6" 1 27 41-3. I t;_4-�:l -_ �a 2 I - _8" �, _3 14'-O" 3 1. .I, 1,__ _6l. 294 - i 94 18, . 3.89--4 � . L � ;: , �­ a - _17- 3� 4 -all 31 4'-3" to 4'-6" 5 5 _ " 21-011 "O 3 16 -0" 1 3 -6;- f- , T 329 1 20' 4,17 4 - 37-2- D - 2 -CI' - 4 3'-6" 35 to W-6- 5 _2'-67'_ 3 - - 113'-O'l 3 _11--6" 364 6- 2.24 ... Z._ 4 I 3l-2" -3'- 5 7--011 - 4 T -V -7 6 _±�-3- 4'-3l' to 4`15" 5 2'-O" 6 2I -l.. - 6 V-61. 115 8' 2.55 - 4 T 2 1. - 5 gi-01. 4 j 31-6l, 10 �-3"to 4'- �6" 5 21-011 6 3`1" 6 j�� 150 10, --- - 2.82 4 - ,3'-2'l 5 - ill 01� I - - 4 ,31-61- - 74 _� 4`3" to 4`6" 5 , 1,-6,I j85 DI -2C 127 3.09 4 AL-.Z�_ 5 1 U-0" - 4 3'-011 18 4'-3" to 4'-6" 5 21- O" 6 51-1l' 6 V-6" - 220 14' 3.37 4 _�� 5 1 15`0" 4 3--61- 22 4'-3" to 4'-6" 5 _ 2' -O -I 6 6,-1., - 6 ll -r," 255 I 4 J � 5 - 1 17'-0.. 4 31-61- 26 _±L-_3- to 4--6- 5 21-0-- 6 7`1" r, I V -6--l- - 290 - 4 31-21- 5 1 191-011 4 - - 30 4`3" to - §1 91: -0" I I325 - 20, 1 4 20 - 4 31-2" --- -_ 5 1 21'-O--1 4 1 i� Z� 34 A'-.1-1 f� 1.:__§.:: i i In" ,.-J., I - I --L--4- 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. NOIE 9. ALL REINFORCING STEEL SH&L HAVE A -_ 21. M"INIMUM. HEIGHT = RPE Dila, + 2'-61' WHEN PIPES 2. THE "H" DIMENSION SHOWN ON THE STANDARDS MINIMUM COVER OF 2",ARE LOCATED ND EXTENDED SLOT OF INLET. D AND SPECIFIED ON THE PLANS WILL BE MEASSUREUL FROM THE INVERT OF THE OUTFALL PIPE TO THE 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 211. 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING 2'-0" TOP OF THE RE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE is TO BE CLASS A3 IS REQUIRED ON ALL DI -2 GRATES. LOCATION OF LETTERING MAY VARY BY MANUFACTURER, 15" AND THE ACTUAL DIMENS11ONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE T-911 - 4'-O" BY THE CONTRACTOR FROM FIELD CONDITIONS, 4000 PSI. Sill - 21-3" 11-91. 4'-O" I 'MIN RAISED 211. - - ____ WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE UTTERING 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLAN& I V-7" _4_t;_-� IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CUR B DUMP NO WASTE DRAINS TO WATERWAYS 27" IN INCLUDED THE BID PRICE FOR THE STRUCTURE. AN S ONLY. 2l-1"61-14, 6I -01_1 4'-6" 3011 DETAIL A 4' ,5" -1:1-1y IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 51 -O.I . IS NIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPE CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -MB. 2'-31/." 7'-t y. " WITH CEMENT MORTAR TO PREVENT STANDING OR 36-I 2'-S" SEE 5. �31- PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS 15. THIS AREA MAY BE EARTHEN, zN WHICH CASE THE EXP;*fSIc,N JOINTS WILL APPLY Q,NLY TO I DETAIL A - - � . 4211 INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCT I'-,;7 lu ­ CURB AND GUTTER. I -ice- F ? F _111:1y -,!- W-211 STEPS ARE TO BE PROVIDED WHEN H 13 41-0-1 OR GREATER. FOR DETAILS SEE STANDARD 16, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT 41 to `IL = j 6l-011 ST -1. - 1 81-21- j 5. THIS ITEM M IN-PLACE. OBTAIN TRU QUANTITIES, FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 - 6. #4 X 8" SMOOTH DOWELS AT APPROXIMATELYCUBIC YARDS OF RETE FOR EACH FOOT. 111-1 1� [_ 5l-9- 12" C -C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET - .-a- I SEE 7. TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT. - DETAIL I'll A 45-/�/ irl D I-`_`- --r , - >_ C) CL q D� LQ , < 11� (3 - -- g H .. GRATE 11 ,37,7-, -1 p__1 3" DIAMETER WEEP HOLE TO BE LOCATED TO 18. *DENOTES LENGTH OF ONE (1) BAR. 150 ± 7 LEIS CAST IRON � B. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE #5. C14 - - 12"XI211 PLASTIC HARDWARE CLOTH 1/411 MESH mn I II 1111 > -, - O� 2� a' _j Uj 0 0 LL] LLf < OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0�03". NUMBER 4 MESH HARDWARE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT WATER TOWARD THE INLET THROAT. SECTION F -F 'I 74 4 " r. - �� 1� - CLOTH ANCHORED FIRMLY TO THE OUTSIDE E, � �( �. 't 1, �0 OF THE STRUCTURE. f D I- -1� z _j D ( - LU IU < 0 LU :7� �� 55 a! SPECIFICATION _ ,� - _� :� 'L, I - - REFERENCESTMADARD CURB DROP INLET XVE)OT , 233 12" - 24" PIPE. MAXIMUM DEPTH (H)-9' �1_1, g L - jp�4� , -L-"\ - . � N11 6 ROAD AND BRIDGE STANDARDS REVISION DATE - SHEET 2 OF 2 302 q 1 , , 119 - 11 �- �_ , _'� . �] - VIRGINIA DEPARTMENT OF TRANSPORTATION - � - U ,'-' � 1 104.04 ' -_ -g - 1, - _­ END -SECTION 12" - 60" PIPE - - ES -1 HUB END ON OUTLET ALTERNATE END -SECTION 12" 60" PIPE ND -SECTIONS SPIGOT END ON INLET END -SECTION HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END-32ECTION A "::::::..___ X __ x \ \ - - _� - - x x t I - - CONCRETE TO HE _r - - - - - - - - - - - CONCRETE TO a£ W 4000 PSI MINIMUM 4000 PSI MINIMUM j IlL I --------- -------- W 4 L- - P - - - - - -_ - - i -1 - LAN PLAN I- C - I - a I L.:W IAMETE - - I- C - I- a - . ER. T ,F IF R V PIP Al- � - t -.4pp, : I I J�j ��QA_ lo , - � -_ I I 11 I .% i I U .d .BAR OR STEE. 1�, ;_1 `11 ��, \1 I I '141 � r - II "'l, LISTEEL FABRIC REINFORCEMENT .- - - � ( - i - 1� i - - 6fIIfjDRCW 1-= - - � - - - r � < < T __ ------- V_ L I D - I E PAY LINE I - I ;-- I - SECTION END VIEW SECTION X -X END VIEW --- END SECTION DIMENSIONS PIPE DIAMETER PIPE DIAMETER A B C D E 12.. +.I 2'-0" 2`-0°° 4' -OI' 2-O 2'-O"- 15" E - 2'-31- T-911 - 4'-O" - 2-_6 11 is" Sill - 21-3" 11-91. 4'-O" N-011 211. - - ____ 9 2l-11. - - 21-i- __ __ 51-01, ,Y -6l; 24" - V-7" _4_t;_-� � ­ -1 I _.�E �-2:LE_-0" ­_ 11 36 27" loye ,� __� fl, 2l-1"61-14, 6I -01_1 4'-6" 3011 11-01, 4' ,5" -1:1-1y 1 7.y - 6N " 51 -O.I 33" �11 .1 � �� 2'-31/." 7'-t y. " 5l-6.1 36-I 11-31i --- 5. �31- Kzio 7I" 11 -611 6 6'-0" 4211 11-91, - 51-31, _� 21-1111 _111:1y -,!- W-211 61-611 481, - 2'-011 - - 6l-011 21-21, - 1 81-21- - 71-1 all 54-1 E:�2='-_­ 51-511 2l-9yAI-_j:7F21/,- 71-6-- q2!Lj__2'-11-__ 111-1 1� [_ 5l-9- 1 3a-3" 1 8--311 &-cy. -W---..* LENGTH Or -PIPE -I- PAY LINE I SHOULDER END ION DIMENSIONS --- PIPE DIAMETER A- B C D - E. 1211 411 - 2'-01- -2-3. T_ -V ----97:7- 2l -o-, 15" "I, ia____ 2111 --El- 91, - I 33, ---i - 21-11I, -J�7-6­-- ____ 3'-1D" -_ 31.021, - __2zL_ 6s,_1"3 -T--a-- - M__(n_ I -m c" 241' 2711 - 10" 1 3'-7'° -3l-71l _4�-011 21-8` 2�-%ll - 6'-3- -j7-_lj/,_ 41-0" - 4-6" 30°1°-0`" - -1°-712,1 41-611 1 T-73411 6.-I& 5.-011 33-1 ;� - E n 41-101A"_ - 3'_3 ", 8. -*4" 5'-6l' 11 36 I'-311 5.-3 " ,� __� fl, 8 '-lY4l' 6I -01_1 42" p_9,1 5I-311 21-11.1 - - 6,_6„ _ 2'-O" 6°-0" 2'-2°°8'-2'' RTY 71, ". -O - 54" 21-3ll 51'-511 2'-11lI . 81-41.r 1 7I" 11 -611 6 2'-61- 51-O" - 3'-31- 81-3 -W---..* LENGTH Or -PIPE -I- PAY LINE I SHOULDER -_ -_ C --- I - 13 -I- NOTES., I - -----_ I I - CULVERT -_ C I �� �7 i PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT IF THE CONTRACTOR ELECTS TQ USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT,LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION I'D"SLOPEDET. 1 ­­. - - AI '. .- RTY SPECIFICATION FLARED END SECTION N 12" - 60" CONCRETE PIPE CULVERTS- VIRGINIA DEPARTMENT OF TRANSPORTATION ix� � , I , -1 , - � ­ T XVDOT ROAD AND BRIDGE STANDARDS 302 I REVIS177TE :� SHEET --I OF ,z EF _ 1 102.01 - -- ---.-- 7� ,--C = 4 z Q 3� 0 ,Z < C_ " 'LL - ----,- � . --- -I 1 ,-, � '_3 --) 1< �_ I , I C 0 N11 M E N T I �� �7 � - R� - '. .- RTY , , �� �_ ix� � , I , -1 , - � ­ T 2 ­ 7 0� U < 0 - -- .yr 7� ,--C = 4 z Q 3� 0 ,Z < C_ " 'LL :�= S:�z - I, z 71 (D - �__ - U - - M - - I � - 6 - � ;� - E n - <11 �,� C9 - J) - z �Q �: < Uj LL �- -5 � r �, xZ114d 91 . � f'51, j� ,� __� fl, < __� �___ m I A CS" COMMENTS 11 �4 < 7� F_ < 0 < - - -_ � F 0 IR A P P'."`,'OVA L RTY 7 � r-� - cl� 0 < F- U) 0 �q - RTY , - - �_j F" rr, _ 1> __ -* - ' P<.' _�", L'4 ,> I= 2 `33 .... E�� - = � :,,-7 W 0 P � i L ji P. - ` �� 7- <, E_- " ,,� r�, [�Z�' y 11 , - U -_ R 7-- IZI 111-1 1� ,- - S -1 D I-`_`- --r , - >_ C) CL q D� LQ , < 11� (3 - -- g H 'A' ,37,7-, -1 p__1 �� ,-, > i L, - m - 5; > r" [-- - - = W v� __�j_q pmaq �j - -) " �zj _ ,�,­ �d 1 > -, - O� 2� a' _j Uj 0 0 LL] LLf < _- ::j . _ = � IR AO4_ , , , 'I 74 4 " r. - �� 1� - F3 � 0 F_ [-- it �-- E, � �( �. 't 1, �0 ,_ , - �, , - f D I- -1� z _j D ( - LU IU < 0 LU :7� �� 55 a! %I I , .1 _ ,� - _� :� 'L, I , _j J) a- m (0 Z 0 2 - - - , -, - -o _- �1_1, g L - jp�4� , -L-"\ - . � N11 6 i r', �� 0 F�_ _. - El q 1 , , 119 - 11 �- �_ , _'� . �] - I It -L � -. N'L -'A,-��-f�-,�,, � - � - U ,'-' � CL 0 < 0 -_ -g Fe-Ei I, - 1, - _­ ry 1. >_ � -_ - I �= (-� ll �_ '- F_ �,; 0 Gi >- ,:� _z :�ii z >- - 2 t a: m- I !­ - ,­ , - ,,, � L!J 1 - < < Z -�! ,,� LU , J._�F U) _- - 5� � I ',-,_-j �11�11 nl.��_­;,�i­,7,,, --' - � _� r-1 - 7-,, LLJ 0 y �-- Z - 0 0 - L'j cfi :'L %1111 ­­ - I�IIN4; �9�,, 1-1 - I- , �, --- �, LU �- >- - - - < �= I.- . -_ �L ,-y,- _t-� -,---. ,_ � - �, rq, 1p 4 " - I s, , F I .- CL LU U LL W LU T -_ �a -',1- ­;;vv ,. ;; D Z M Z Z Z CL - I , � . L � ;: , �­ �r - e - - . T �___ � - _j ,P � -J1 I - IL ' lil-T -:1. Ec7 NS ) ---;;ii::::::::;;:: --- -I - _____ -_ HLE REV 1D.ATE C 0 N11 M E N T BY I 10/26/17 REVISIONS PER -_ RTY Phona: (540) 349-450.0 COUNTY COMMENTS =' 2 3/7118 REVISIONS PER RTY COUNTY COMMENTS 3 6126/13 REVISIONS PER RTY -_ COUNTY COMMENTS t ' _/_`� !�/3u " ' " REVISIONS PER 1 RTY - I 1 VUOT COMIM.'E-NTS I :�, 91 . � f'51, j� 1 R E V 1 S I 0 IN _81P EIR I - RTY A CS" COMMENTS 11 I a --I 2,12811H -_ � F 0 IR A P P'."`,'OVA L RTY 7 10/30/18 SIGNATURE RTY SUBMISSION I I --- KNOW WHAT'S BELOW AL1,A], -95 CALL 811 -_ - I tS VOL, S R I - - I AG 5F__fd110 ' . - , I I � I-- 1 I S Isist 'i S fi,sa. 1"' S tha law. MRUCTION D I PROJECT No.: - - - -1 1-1 1_7n 711 % DRAWN BY: EEN CHECKED BY: RT'( DATE: 101005/18 I CAD LID.: SD3 , - � --- PROJECT:--�r 1% D I P-/ L ni NN, � , FOR- , 'S -I , p, -r-q --p,f-j-Tj­'- ,- , I�l,,:q _1 E,6423 POW, - I -_ ARC', -HER. AVENUE LOCAff!01N OF SITE ROUTE 29 SEMINOLE TRAIL RD A nNDSTI Al -E- ROUTE 643 I POLO GROM'CS ROAD � I (CHAF1 OTTIESVILLE &R- I ­ - T_ -- ­ � ­­ " ­_ 1�1 - ) I A 1 ,E) 1 �;;V, At R- 1 E C 0 1 I N -IFY VA � ­ �=_5 , - LL �, HLE ... - I ­` l28 BLACK WELL PAP,K LANE, SUITE 201 WAR Pm`E,!kj'_T,0PC VER-GINIA 20186 Phona: (540) 349-450.0 � r, -3. 4: f - 0) °19-()321 I =' ,I r_1 , f ,TC7�' , 1I p, VL,Q,_,1_i- ,-0111i ,, , I "N I j T`� - : S I I IC], ;, 17�\' 'I _ , IL 11 4 1 l " 0 �­ i�, " A T I? 9 I --- - - __4 ll SHEET NUMBER: C-906 I- , L,_ I __ - _ - - IG -2 IC -2 RAISED LETTERING iGR2 ✓ ' L i" x 1" x !a" N = Q I / 5" LONG J z tri/ _ _ _ A z o 0 / \ LETTERING OPTIONAL � P fi$� 4s � �(� ~ (} ILIO s- �` " . ` �I10 GR x2iExS'-a ;" 3 O r (D J 0 ? SLOT 1%" NO r ,rte / 4) A 1" DIAMETER HOLE � � z � C7 O j `� =0Q1 LU) ❑❑❑ QS 'sod `f -ANCHORS Ya" x 2" x 2" - « ,..I w q e _j m B A ❑ El ❑ 000 B , A !� �` VED.OTT� CAST NO TOP1 0 o o ' ❑ 1 8 1:1 ❑ ❑ �i OF DOVER Y' WIDE. y o 1 I lily IV Wo Ift `U V�OT i t ❑ , v ❑ e , / V. D. . ! . � - 1'-10" DIA ¢ LL, � Q o 1 `o 1� /,.moi, Qn = J zQ �o zo �ci7z �fl u Q A TEXTURED FINISH ' J k\ / ❑❑❑❑ ®h' �`' �\ / ZIL, STT ALL, _- ,W. x 1%' SLOT ®,/� j ❑ ❑ ❑ �, �! ��} W� � � - TO BE CAST INTO ¢ Q � � c m y / " u 0 o u w Q / TOP OF LID 0 T T TO Y�A�E' 21 ''4" DIA. (� A r n s m U z O - APPROXIMATE WEIGHT ° N,. RAISED LETTERING CAST IRON FRAME 86 ± 4 LBS. ' To WA -V COVER 83 ± 4 LBS. COVER 28° DIA- - 22"' DIA r COVER SEAT RING T- - c' 0 4 w FRAME I #1E}0 E�GlA.x 2" x 6'-5� � , - � *10 GA x 2!2" x 6'_63/a°' � �z� � � O � a j o 2flj2" DIA /e°° = ca a . �, > B cr 2'-4" DIA. 1'-93Y4' DIA, RETAIL A _-1- PLAN VIEW CINE � • . Y z p� u z Lu <z r��f z J�YYwa o0 3"' 1'-10" DIA 3„ �' 1�z" 4" y� FINISHED 1/2' ;°' 1/2' INLET COVER ` PLAN VIEW FRAME w Lu "r 7�,-zzOOuw W, aj" DIMENSJO 2'-04" DlA.Lu MACHINE MACHINE w O}} o z zz�zzz0- O w w w T 2'-OY2" DIA. } r a SECTION 2'-r' DIA 1 --MACHINE MACHINE fa" INLET FRAME � � -� � s „ NONSKID ALUMIPUM OXIDE IMPREGNATED s - STEEL PLATE a" THICK 1 NOTES REINFORCING 3"x8"-W3.4xW2.1- - -- - ®--- - --� - - - NEOPRENE FOAM BOND WELDED WIRE FABRIC e4 _ T-10" DIA. 1f411 SECTION A -A STEEL PLATE Aja" THICK 1. STRUCTURAL COMPONENTS SHALL CONFORM TO �7 MATERIAL AASHTO M222 AASHTO M222. SECTION A -A s�'i ISIOI `IIS SECTION B -B XV 4' HR FLAT BAR (WELDED TO 2. FLASH AND COVER SHALL HAVE A CONTINUOUS ��V �i^T� COMMENT �Y NOTES DETAIL A OYER ONLY) NOTES SECTION B -B 3. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING 1. THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETTERS ARE TO BE IS REQUIRED ON ALL IC -2 COVERS. LOCATION OF 1 CONCRETE 4000 PSI REVISIONS S PE1 10x26/17 COUNTY ONS PER STY s/4" HIGH AS SHOWN, . CAST IN THE DEPRESSION IN TOP OF THE COVER 1" WIDE AND RAISED LETTERING MAY VARY BY MANUFACTURER. 2. SUPPLIER MAY FURNISH f' STEEL FOR 10 GA 3. ALL PETAL GALVANIZED TO V.D.O.T. STANDARD ARID ASTM A 123-73. 3,';t 1 s I �i FIS PER 2. THE DUMP NO WASTE DRAINS T4 WATERWAYS LETTERING IS REQUIRED �' ml>=��1 T Y <��ili~;l�i'�€T� ��� ON ALL IC -2 COVERS. LOCATION OF LETTERING MAY VARY BY MANUFACTURER. 4. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING IS REQUIRED ON ALL IC -2 COVERS. -INT S`a�IM PER LOCATION OF LETTERING MAY VARY BY MANUFACTURER. I,r2;•IL RTY SPECIFICATION , � .�. � i C0Ui T'� 0NINIFINTS SPECIFICATION SPECIFICATION REVISIONS r ER RTY REFERENCE STANDARD INLET AND FRAME COVER STANDARD INLET FRAME AND COVER REFERENCE REFERENCE PRECAST INLET AND FR ' E CO ��E 4 8/3t 11s ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS � i $ ROAD AND BRIDGE STANDARDS 's3DQT'"OI:i�>1Es`�1�TS 224 REVISION DATE SHEET 1 OF 3 SHEET 2 OF 3 REVISION DATE 105 REVISION DATE SHEET 3 OF 3 5 975/1(3 REVISIONS PER RTY 302 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 302 105.01 105.02 302 VIRGINIA DEPARTMENT OF TRANSPORTATION PCNA CC}IiVIle ENT 105.03' 6 9/28/18 FOR APPROVAL RTY HALF FLAN VIEW MH -1 MH -1 1'-9`4'° DIA THE LETTERS V.D.Q.T. ARE OPTIONAL NOTES: MH -1 SIGNATURE ISR 4'-8"+ (2 L THICK E5 IF USED THE LETTERS ARE 'To BE '' - : - THE USED THE RSV.D.O.LETTERS ARE TO BE 7 10/30/18 RTY CAST IN THE DEPRESSION IN TOP OF CAST IN THE DEPRESSION IN OP OF s s COVER 1'° WIDE RAISED �/a" NIGH AS i/2„4° 1f2" SHOWN. COVER 1" WIDE AND RAISED J" HIGH � 14lf_ I f ❑ ❑ ❑ AS SHOWN. _ �, 1'-94' DIA FINISHED '- {'� DIMENSION---- Val,A �1 ❑ ❑ ❑ ❑ °ei �� A s , I r__ ­I I f s ,.� f �yell 1 ❑�❑❑❑❑❑ 1 � 1 ,�� it Ll El E`j El El A l _ 'j„ ❑❑❑❑❑❑❑ SEE STANDARDD SL -1 FOR APPLICABILITY OF SAFETY BLAHS. Wo �. 0°' 4• fENISHED �� STANDARD MH _1 NOTE= 4 MACHINE I« DIMENSION - �• FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT ' �l 1'-8Ya" DIA LETTERING ❑ `� _ II MACHIN s `' D• 0• T. SUFFICIENTLY LOW TO PERMIT PROPER )L I- � - _ - _ J SECTION A -A OPTIONAL P T I „ ❑ ADJUSTMENT OF COVER AND FRAME TO - - - _ ❑ ❑ 1 BRICK AS DIRECTED HY MORTAR HE ENGINEER. i - - ` ✓1 / I „ OPTIONANtG ❑ ❑ ❑ ❑ ' ❑ ❑ ❑ P-8fe" DIA e # �I } LO2,-0„ W Q W° A._ l / SECTION A -A 171_ I��1 ®a :n .i-, I _T B' FLAT SLAB TOP AS DETAILED 440" APPROXIMATE WEIGHT - - T ON STANDARD T -MH -2 MAY BY PFFROXIMATE 's*"EWHT Am SUBSTITUTED FOR TAPERED CAST IRON TOP CAST IRON TOP S1`S iS%. SE'S iia. Si' 3i1e law. r SECTION WHEN APPROVED BY FRAME 239 ± 12 LBS. d THE ENGINEER. 5TO. ST -1 ``` HALF SECTION A -A ✓ / e COVER 137 ± 7 LBS. COVER FRAME 135 ± 12LL65, s y (WITH FRAME AND COVER REMOVED) j s I \ APPROVED FOR A2 6A BRICK CONCRETE r > NOTES: Lu s�4 --- , BEVEL 45° /a „ „ PR0)JE i. QUANTITIES SHOWN ARE FOR MANHOLE B r PLAN , B /15200(" g > '.` WITHOUT PIPES. THE AMOUNT DISPLACED KX BY PIPES MUST HE DEDUCTED 70 ' 3! '° „ DRAMM BY EPS! 1 ' TABLE OF QUANTITIES OBTAIN TRUE QUANTITIES. 74" x 1f2" SLOT 14 i 1D DIA 4 r RTY a - 2. A BASE THICKNESS OF 918 WAS USED IN _ DEPTH BRICK MANHOLE CONCRETE COMPUTING CONCRETE QUANTITIES. �, 01 a/"'4' x �/2°' R SLOT - D Tom; i01U5/18 I E _ C„-�L INA MANHOLE 1" 1'-10" DIA, I SD3 in '-"'-..�* BRICK CONCRETE CONCRETE 3. INCREMENTS TO BE ADDED FOR EACH 1" CAS I.D.; cliADDITIONAL FOOT OF DEPTH. w '" 1'-4` FCON OOTING E FEET THOUSANDS CU. YARDS CU. YARDS PROVED CONCRETE MANHOLE BLOCK. is 1'-91j4" DIA i8" �4" x 1%2" SLOTsj4' 1" R I r �� 4 0.5 0.785 1.437 4. MATERIALS MAY BE BRICK, CONCRETE OR e fJ f )}Iilj' {{{II /4 � PRIrD.JECT: ee - 5 0.7 - 0.785 - 1.699' ��Iffi����{Id�I�IIIiI4{ II,��1))Ii)1)i1�iiiail)11 1,� R -00 '4" x 1+/2" x SLOT R i� �� l MACHINE ' MACHINE r " 1„ R I/{" R 6 0.9 0.785 1.961 5. IF BLOCKS ARE USED THE MINIMUM 1s j„ R _ cq �e4„ 1 R I \ THICKNESS F _ 7 1, O SAME IS TO BE 5". .. �'' ® 0.785 2.223 R THICKNESSES ARE TO CONFORM 8 1.2 0.785 2.485 OTHE----------- TO WALL THICKNESSSHOWN FOR - - ! ?,-411111�' , _EE M ± 9 1.4 0,785 2.747 CONCRETE. 1�2" R 14 „ I DIAMETER= 4'-8"+ (2 x WALL THICKNESS) c0 10 1.6 0,785 3.009 6. ALL CONCRETE TO BE CLASS A.3. s/4° R11 ss 4 ?I� �4 !3 i' I 12 1,9 0.970 3.455 - - - - - t - - - -14' 5,« 2'-D" DIA 5" S - 1 SECTION B_B 2.2 0.970 3.817 7, WHEN SPECIFIED ON PLANS THE - -+- a1 _ �' . 13 2.5 0.970 4.179 INVERT IS TO BE SHAPED IN - _ 0 - ACCORDANCE WITH STANDARD IS -1, T 1'f%" DIA BRICK CONCRETE OR 14 2.8 0»970 4.541 THE COST OF FURNISHING AND PLACING a FRAME SECTION AT IO ROI3 T i'�7 „ mk CONCRETE BLOCK 15 3,1 0.970 4.903 ALL MATERIALS INCIDENTAL TO THE 5" 2'-0" DIA. -L 5" V-9 " DIA. STH -JE ROUTE 3 POLO 16 3.4 0.970 5.265 PRIG EIIFOR THE BE IN THE SIDI. 1'-9y'" QIP, 17 4D 1.173 6.032 SECTION B -S INCREMENT 0.45 - 0.582 BOTTOM g I BOTTOM �� � T LL LANE �� NLS SPECIFICATION REFERENCE MANHOLE FOR 12" - 4 8" PIPE CULVERTS �vooT SPECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REFERENCE REFERENCE �VDOT ARCHER, AVENUE STANDARD MANHOLE FRAME AND COVER 224 STANDARD MANHOLE FRAME AND COVER Y �9�=�a SER, REVISION DATE SHEET 1 OF 5 SHEET 2 OF 5 REVISION DATE ROAD ANO BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 224 \--�� 106.01 106.02 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 3 OF 5=''�-''C" '0'N "01F SITE X8.03 ROU I 0� �'II HOLE E TRAIL RD MH -1 sj®, 1 MH-# AAil l 0� � �� ?;H-2 sa # 'G�r� COVER A � LO 1 � UNDEi S ROAD NON -TRAFFIC n ❑ ❑ ®�', CONDITIONS CHARLOTTI ESVIL LE C ❑ ❑ ❑ ❑ E) '\ AL EMARLE COUNTY, VA JA n ❑ ❑ ❑ ❑ ❑ ❑ ,�) ,1 A FOR DETAILS OF ALL COMPONENT PARTS AND n I ❑ ii 01771' "GENERAL NOTES- PRECAST" SEE SHEETS M3 7 �� LETTERING 1771®AI( a i� OPTIONAL , ❑ El El El El ©/ � � V ❑ ❑ ❑ B B ,I 1:1 F1 D J APPROX. WEIGHT ' h , P3i T 2 0 1L I- 1SPACEP UNIT VA. RPENT0N, IPIGINIA 20186 COVER aD Las.z~� .�,_»_ � 3� Phone: (540) 349-4500", PLAN TOP Fax: (540) 340-0321 DIA 22IIS o lei` .co '° - � V. D. C). T. � TAPER _ LETTERING OR 0 ' _- • OPTIONALTOP P. UNIT a - SECTION A -A - a „ MACHINED -....,_..._. ,._. z's,� 34" DIA :. . 241" DIA, COVER B 2114°' - c - - - - 221x" DIA 20" DIA -e - 22" DI TRAFFIC - -----' f _ �, Q ❑ ® CONDITIONS I it, _ _ �" - MACHINED ___ - _ 7 ® ❑I ❑ ❑ P i _- - IE RISER UNIT s ❑ ❑,Qi �Ci❑ ( A ®- _ _ - - a RISER UNIT Iws,�. 0�'"0 �D65 \ SEE DETAIL A z z w `- 2D" DIA. `<" R I I ' MANHOLE COVER L� d ❑ ❑ ❑ °� RISER'UNIT - .� - REDUCER - - e - e - � 10/3U118 0. LETTERING J _ f �, -� I_I SECTION r ��`L REDUCER UNIT MONOLITHIC OPTIONAL 1:10 t ,rte• s®❑ NONSKID ALUMINUM OXIDE IMPREGNATED i -� rg 24'° DIA 1' L1'I'IL_J ` / STEEL PLATE its" THICK MANHOLE FRAME - i -� - BASE 0 BASE UNIT BASE UNIT �S'NEET TITLE: COVER 33" DIA. '<I'� *, ®I I®❑ / NEOPRENE FOAM BOND , C.WEIGHT 6 { 1 OYER 105 LBS. ± -STEEL PLATE M222 /2 THICK MATERIAL I/2" x 74" HR FLAT BAR (WELDED TO FRAME TOP COVER ONLY) m ` R "TION DETAIL A 1~ # ' - -I- --- ( \i EITHER COVER A OR 8 MAH @E USEd WITH FRAME. NOTES: FOOTING FOOTING - COVERAPPRO.WEIGHT 22" DIA STRUCTURAL COMPONENTS SHALL CONFORM COVER 170 LBS. i- - - ''^ TO PASHTO M222. DETAILS FRAME AND COVER SHALL HAVE A CONTINUOUS cry FLUSH FIT. MACHINED �1 }I SECTION A -A XVDOSSTANDARD MANHOLE FRAME AND COVER _ PECIFICATION SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE N �} 1+ '�up[�-�' SPEC t ,t �, REFERENCE REFERENCE STANDARD MANHOLE AND COVER ROAD AND BRIDGE STANDARDS PRECAST I� zk1 I 1LE tt 17 SHEET 4 OF 5 REVISION DATE 224 ROAD AND, BRIDGE -STANDARDS � VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 5 OF 5 105 REVISION DATE SHEET 1 OF 1 106.04 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 106.07 06.05 H:\15W152000\DRAWINGS\P1_AN SETS\SECTION'I\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000SD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:54 PM LAST SAVED BY: JCRUZ A A s . SHAPE TO ELEVATION OF MIDPOINT OF ff LARGEST PIPE. SHAPE TO • CONTOUR OF PIPE % TRANSITIONBETWEEN d n a PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING N IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A � I n: SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS Jy SLOPE TO DRAIN TO INVERT OF OUTLET PIPE PORTLAND GEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR f 4' CLASS CI, EXCEPT THAT 25/• OF COARSE AGGREGATE MAY BE a UP TO 4° IN DIAMETER AND CONSIST NSIST OF STONE, BRICK, v BROKEN CONCRETE OR BROKEN CONCRETE BLOCBROKEN CKK. THE SURFACE •,/.: : SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ' ' n ° ." n " PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED -- -- INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION $-B PLAN METHOD OF TREATMENT IN MANHOLES �'`�' STANDARD METHOD OF SHAPING SREFERENCIE" ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS ' SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION BCD -DT BL I - A Spa. @ 12" B top BL I - C Eq. Spc. - D bat. BHI-, F -TI rAlternote BHI with BTI /-Alternate 3114 with / BH3 all corners when required BL I all corners '-T2 `Alternate BHI with BTI BL I - A Spa. @ 12" B top and bot. TYPICAL SECTION -T3 Lap BH4 - Permissible construction joint typ. A COPT" OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XV®OT DOUBLE BOX CULVERTS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET t OF 3 REVISION DATE STANDARD DETAILS 1003.01 07/11 VIRGINIA DEPARTMENT OF TRANSPORTATION - BCD 10 J FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCD -DT, ca BH2 - BT 1 S U w Capacity; AASHTO HI -93 Loading. QUAN,/LF z O U Vl 9" typ, HWI F- Construction - Vo. Department of Transportation Road and WCC Permissible construction 3 Design - AASHTO LP,FD Bridge pesign Specifications, 5th Edition 2010; 2011 Interim 4 1 12" �pecificctions; and VDOT Modifications. Point typ. All concrete shall be Class A4. 12 3„ 0.655 All reinforcing bar dimensions on the detailed drawings are to 9'- 6" centers of bars except where otherwise noted and ore subject to 9" typ• fabrication and construction tolerances. 1.425 Construction joints shall be constructed and bonded in accordance 3 SPAN 4 1 12' T4 y providing vertical construction joints, not exceeding 25' between 18 joints nor more than 30' from ends of barrels. 0368 Y All bends shall be made with o pin diameter as listed in TABLE A 9'- G" HGHT 2" 5 Alternate BH2 with BTI - 1.517 Dimensions on her diagrams are out -to -out of bars. Bars are BVI straight and ta4 size unless otherwise shown. 61-2 shall be 43 size. 4 1 2" The number of BL1 and BL2 bars shown in the table is the number 9'-n^ of longitudinal bars shown in the Typical Section and may not equal 12 BV2 0.792 BVI 1 P- 6" liars shall project 30 bar diameters beyond the joint. Estimated c 8H2 -BTI _ ,_ -J laps of 0L1 and BL2 bars. The additional weight per longitudinal lap is 4 '-T2 `Alternate BHI with BTI BL I - A Spa. @ 12" B top and bot. TYPICAL SECTION -T3 Lap BH4 - Permissible construction joint typ. A COPT" OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XV®OT DOUBLE BOX CULVERTS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET t OF 3 REVISION DATE STANDARD DETAILS 1003.01 07/11 VIRGINIA DEPARTMENT OF TRANSPORTATION - BCD 10 J FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCD -DT, H:\151V1520001DRAWINGS\PLAN SEtS\SECTION 11ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000SD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:54 PM LAST SAVED BY: JCRUZ STRUCIqJRE S1,7E AND d`tihi,L THICKNESS wAPtFS J. - SECTION A -A NO FES. 1. HE" ANDARG SAFETY 'LAB (.,L -1r t ;C ;AE i 5ED OTRY WHEN :PE:;6FIEO ,N THC Pt, API,„, ON THE D AINAC HIAA f i i EE" ANDGR THE DRAINA,C DESCRIP a ION OR MANHOLES, JU CTIDN 91DXE AI'D D nP 18 L.'TS V01H HLIt HT 1,R A tR THAN 12 FEEf THE SIIACRXr 1 ADJA"NT at„FETY MHS SHALL BE 71L) IR,TH N yAFETY SLAP- LOC,47E(? VA-ITH,N 6 FEET OF ;t# TIP trial 3Jrrbm !F Th4G TAtJ;TUR , SAFETY :SLfi.F9 . HNl HOT �� LOQATF,(3 ANY!i IF ET , IPE: C F 30" DiJ;tlETr=' . R CRE41FERTH, yT kl , BARS e ^uaC TYE, TFlL. sL-S INCLUDED dd TILE CC15e OF HE STRJ,'TI)RF, DE CAST FJ A'LAC G€?A.'tktilGE FOR PORIHER DETAILS ;i A( CES OP' ,ING`� NRE T? BE - ,Au GERED FROM NE SIVE OF ,TRUUTa,RE TO TtIE B v e CYT t -, r `9�R tr3EFaE 'u, li.,r L i P �. STEPS r Y r. 1 E T_ 6 E � it �ERE.i 1, D "Y. n k L 4-. SAFET,' {,pm M{N.Y FR r�>5 !N rI<..ACiti •R fiR;,C�A>l-. . n.,7 t�!-FI„,vyl,,. CONCRETE �> 'ETE r .: _?S �. "3 G n `ter ry , L :o, 43 U00 FSO. IiECX T r`O[i'CRPTE I T') BE A4 f.4°000 PSI). 'r2ENRDRCIIIi4; '{ STEEL TO FO_ IN sg CrR!J PJr c N1 l H AA;H F D 4I 31 C. AQQ14-,HS OPZ NINIJ: a MAY BE a 01A>AAC TER OR 3C" SQIJAR,G. 'A HFN ° 1RU4.T1 RZ WIDTH IS -.. - LE; THAN 30'' THE ACO#. .• OPEI INQ HALL 3E (',ECTAITCULAR 'S"f tr.'t; PJRE 'MDTPI Eft' 30" LFD4aiG'3. TYPICAL PRECAST UNIT XV0- Rae0 AND HRDT BST ^.-,'6GG TYPICAL CONCRETE SAFETY SLA - FOR DROP INLETS, RREFERENCE�t! STIEET , C11 1 tE�ISCN DATE MANHOLES AND JUNCTION BOXES - aro. 4 RCIHI.A, DEPARTMENIT `4)F TT?AO Pr RTAITC,*1 BCD -DT GENERAL NOTE S U w Capacity; AASHTO HI -93 Loading. QUAN,/LF z O U Vl Specifications: HWI F- Construction - Vo. Department of Transportation Road and WCC Bridge Specifications. 3 Design - AASHTO LP,FD Bridge pesign Specifications, 5th Edition 2010; 2011 Interim 4 1 12" �pecificctions; and VDOT Modifications. 7'-I I" All concrete shall be Class A4. 12 Deformed reinforcing bars shall conform to ASTM A615, Grade 60. 0.655 All reinforcing bar dimensions on the detailed drawings are to 9'- 6" centers of bars except where otherwise noted and ore subject to 2" 1 4 fabrication and construction tolerances. 1.425 Construction joints shall be constructed and bonded in accordance 3 with the current Road and Bridge Specifications, 4 1 12' Barrels more than 35' in length shall be poured in sections by y providing vertical construction joints, not exceeding 25' between 18 joints nor more than 30' from ends of barrels. 0368 Y All bends shall be made with o pin diameter as listed in TABLE A 9'- G" except for Bars BH3 and BH4 which shall have a pin diameter of 24 2" 5 bar diameters. 1.517 Dimensions on her diagrams are out -to -out of bars. Bars are 4 straight and ta4 size unless otherwise shown. 61-2 shall be 43 size. 4 1 2" The number of BL1 and BL2 bars shown in the table is the number 9'-n^ of longitudinal bars shown in the Typical Section and may not equal 12 the total number of bars required, BL1 and BL2 shall hove a lop of 0.792 30 bar diameters at splices. At construction joints, first placed 1 P- 6" liars shall project 30 bar diameters beyond the joint. Estimated 2" 1 4 QUAN./LF shown for reinforcing steel does not include quontity for 1.634 laps of 0L1 and BL2 bars. The additional weight per longitudinal lap is 4 shown in the table. 4 1 2 �■���®®o��� 9'-1 I" the face of the concrete for culverts under 0 to 2 foot fills 18 and shall be 2" from the face of cencrete for all other culverts. 0.866 All reinforcing steel for culverts under 0 to 2 foot fills shall be Low 1T- 6" ��© 2" 1 5 o �o®ami®®®�®�m�i�o�®o®� permissible construction joint in order to foci litote construction. No 4 additional compensation shall be provided for the increase in 4 12" reinforcing steel quantity due to the splices. 9' II" Bar HW2 shall be 4" less than culvert height in length. 7 _4 Headwall quantities shown assume wingwails are to be built at a 45' 0. 4 9 0 angle to, the headwall. - 11' 6" The designs are applicable to the fill height and other conditions 2" I 6 indicated, Any change in the conditions invalidates these designs. 1.819 Wingwolls referenced by letter apply when the acceptable foundation 4 level is the some for both box and wings. If foundation levels are 4 1 12" different, the height of the wingwall shell be adjusted by selection 9'-11" of another lettered Mngwoll of appropriate height. For wingwoll 30 details, refer to standard series BOWfor the appropriate fill slope. 1.013 For details of extending existing boxes, refer to Standard BCE -01. 1V- G" Formodification of details for skewed culverts, see the skewed 'box 2" 1 7 details included in the road plans. 1.912 This standard shall be used with the BCD standard series. 5 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL_ OFFICE. 3 12" SPECIFICATION 11'- 11" 48 REFERENCE DOUBLE BOX CULVERTS XVDOT 99.200 13'- G" 6 13'- ROAD AND BRIDGE STANDARDS 1.837 92.020 STANDARD DETAILS REVISION ION D ATE D SHEET z OF 3 4 3 12" 4'- 4" 0'- 4% 2'- 4111/ 0'- 5%g° C'- 37/" II'- 7%a" ----- VIRGINIA DEPARTMENT OF TRANSPORTATION 48 F 1003.02 46.934 0.964 105.464 13'- 6" 6 13'- 2" 5 1.936 95.471 1.935 79.105 C 5 5 4 I 2 4'- ___ 4 0 9 - 2 4 0 /e / /4 5 0' 3 II 2 8' /e �a - II II" 48 2 4 48.552 1.037 II 8.687 - 13' 6" 6 13' 2" I 6 2.035 99.923 2.028 79.105 E 5 6 9 12 4'- 4%a 0- 4�/2" 2- 4++/4" 0 5%g' 0'- 33f4 1!'- 8 --- II -I I" 48 30 50.670 LI I 124.951 13'- 6" 6 13'- 2" 1 7 2.134 102.374 2.121 79.105 G 5 7 4 12' 4'- 4�/8a,- 4/2" 2'- 41%4° 0'- 5%'.0'- 3%, 11 - B -- I I - I P 48 36 52.788 1.185 131.215 13'- 6" 6 13' 2" I 8 2.233 105.825 2.214 79.105 1 6 4 4 12" --2T5-74" 5'- Iyy' O'- 41/2" 2'- 9" 0 5%a" 0'- 33/a" 13'-I I" 56 18 53.114 1.061 129.572 15'- 6" 6 15'- 2" 5 2.138 I07,407 2.144 91,121 C 6 5 4 0 41/2 2'- 9" 0- 5%g" 0'- 3yr4' 13'- 8 ---- 13'-11" 56 24 55.232 1.135 136.324 15'- 6" 6 15' 2" I 6 2.237 110.939 2.237 91.121 E 0'- 5W. 0'- 3%4' 13' 8 ---- 13' -ll" 56 30 57.350 1.208 142.777 15'- 6" 6 15'- 2" 7 2.336 114.390 2.330 91.121 G 6 ©oma 4 12 5'- I�q 0- 4%2 2'- 9" 0 5%g' 0'- 3%4" 13'- 8 ----- 13' -ll" ®�®mlow 36 79.468 1.282 Roo 15'- 6" 6 15'- 2" 1 8 2.435 77.841 2.423 91.121 1 6 8 4 12 5'- 13/4' 0- 411/2" 2'- 9" 0'- 5�g^ 0'- 33/4" 13'_ 8" ____ 13'-11" 56 42 61.586 1.355 164.914 15'- 6" 6 - 15' 2" I 9 2.534 12!.293 2.515 91.121 K 7 4 4 12" 5'-II3/e" 0'- 4'/z" 3'- I�/e" 0'- 5%g° 0'- 3%y" 15'- 81/a" ----- IS' -II" 64 18 59.794 1.158 152.712 17'- 6" 6 17'- 2" 5 2.341 119.503 2.353 103.137 C 7 6 4 12" 5'-[[%" 0'- 4%2^ 3'- I7{e° 0'- 57 0'- 3%4" I5'- 8%s^ ----- 15'-11 64 30 0 1.305 172.209 17'- 6" 6 17'- 2" 7 2.539 126.406 2.539 103.137 G 7 8 412" 5'-1133/e" 0'- 91/2" 3'- I'la" 0'- 5�g" 0'- 3%4" 15'- 8!/g" ----- 15'-11" 64 42 68,266 1.452 186.929 17'- 6" 6 I7'- 2" 9 2.736 133,309 2.724 103,137 K 7 IC 4 I I" 5'-I 133/g" 0'- 41/2" 3` IT/s° 0` 5%° 0'- 3%4" 15'- 8%B" ----- 15'-11" 64 5472.502 1.598 218.493 171- 6" 1 6 17'- 2" 1 II 2.934 140.211 2.910 103.137 0 8 4 4 IO" 6'- 83/4" 0'- 4�4" 3'- 63/g" 0'- 6+/4" 0'-4" IT- 7%" ----- 17'-11" 72 18 66.474 1.282 189.026 19'- o' 6 19'- 2" I 5 2.534 131.519 2.553 o©®�=®®m®®©©M 8 8 5 8 4 10° 4 --.9" 6'- B5/g' 0'- 5" 9'- 6'/e" 0'- 6'/2° 0'- 4'/4" 17'- 7%a ----- 6'- 8%2 0'- 5'/4" 3 - 5%a" 0'- 6%s" 0'- 41/2 17'- 7!g---- 11'-! 1" IB - 0" 72 72 30 42 70.710 74.946 !.457 1.631 200.594 oml 19'- 6" 19'- 6• I6 6 19'- 2" 1Q•- �" 7 a 2.723 138.422 v oio inG aoc x.730 o ��r 115.153 G „� ** ®M®©®�® H:\151V1520001DRAWINGS\PLAN SEtS\SECTION 11ROAD IMPROVEMENT PLAN -POLO GROUNDS\V152000SD3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:54 PM LAST SAVED BY: JCRUZ STRUCIqJRE S1,7E AND d`tihi,L THICKNESS wAPtFS J. - SECTION A -A NO FES. 1. HE" ANDARG SAFETY 'LAB (.,L -1r t ;C ;AE i 5ED OTRY WHEN :PE:;6FIEO ,N THC Pt, API,„, ON THE D AINAC HIAA f i i EE" ANDGR THE DRAINA,C DESCRIP a ION OR MANHOLES, JU CTIDN 91DXE AI'D D nP 18 L.'TS V01H HLIt HT 1,R A tR THAN 12 FEEf THE SIIACRXr 1 ADJA"NT at„FETY MHS SHALL BE 71L) IR,TH N yAFETY SLAP- LOC,47E(? VA-ITH,N 6 FEET OF ;t# TIP trial 3Jrrbm !F Th4G TAtJ;TUR , SAFETY :SLfi.F9 . HNl HOT �� LOQATF,(3 ANY!i IF ET , IPE: C F 30" DiJ;tlETr=' . R CRE41FERTH, yT kl , BARS e ^uaC TYE, TFlL. sL-S INCLUDED dd TILE CC15e OF HE STRJ,'TI)RF, DE CAST FJ A'LAC G€?A.'tktilGE FOR PORIHER DETAILS ;i A( CES OP' ,ING`� NRE T? BE - ,Au GERED FROM NE SIVE OF ,TRUUTa,RE TO TtIE B v e CYT t -, r `9�R tr3EFaE 'u, li.,r L i P �. STEPS r Y r. 1 E T_ 6 E � it �ERE.i 1, D "Y. n k L 4-. SAFET,' {,pm M{N.Y FR r�>5 !N rI<..ACiti •R fiR;,C�A>l-. . n.,7 t�!-FI„,vyl,,. CONCRETE �> 'ETE r .: _?S �. "3 G n `ter ry , L :o, 43 U00 FSO. IiECX T r`O[i'CRPTE I T') BE A4 f.4°000 PSI). 'r2ENRDRCIIIi4; '{ STEEL TO FO_ IN sg CrR!J PJr c N1 l H AA;H F D 4I 31 C. AQQ14-,HS OPZ NINIJ: a MAY BE a 01A>AAC TER OR 3C" SQIJAR,G. 'A HFN ° 1RU4.T1 RZ WIDTH IS -.. - LE; THAN 30'' THE ACO#. .• OPEI INQ HALL 3E (',ECTAITCULAR 'S"f tr.'t; PJRE 'MDTPI Eft' 30" LFD4aiG'3. TYPICAL PRECAST UNIT XV0- Rae0 AND HRDT BST ^.-,'6GG TYPICAL CONCRETE SAFETY SLA - FOR DROP INLETS, RREFERENCE�t! STIEET , C11 1 tE�ISCN DATE MANHOLES AND JUNCTION BOXES - aro. 4 RCIHI.A, DEPARTMENIT `4)F TT?AO Pr RTAITC,*1 FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCD -DT. BCD 10 SPANI FGHT1 BCD -DT GENERAL NOTE S U w Capacity; AASHTO HI -93 Loading. QUAN,/LF z O U Vl Specifications: HWI F- Construction - Vo. Department of Transportation Road and WCC Bridge Specifications. 3 Design - AASHTO LP,FD Bridge pesign Specifications, 5th Edition 2010; 2011 Interim 4 1 12" �pecificctions; and VDOT Modifications. 7'-I I" All concrete shall be Class A4. 12 Deformed reinforcing bars shall conform to ASTM A615, Grade 60. 0.655 All reinforcing bar dimensions on the detailed drawings are to 9'- 6" centers of bars except where otherwise noted and ore subject to 2" 1 4 fabrication and construction tolerances. 1.425 Construction joints shall be constructed and bonded in accordance 3 with the current Road and Bridge Specifications, 4 1 12' Barrels more than 35' in length shall be poured in sections by y providing vertical construction joints, not exceeding 25' between 18 joints nor more than 30' from ends of barrels. 0368 Y All bends shall be made with o pin diameter as listed in TABLE A 9'- G" except for Bars BH3 and BH4 which shall have a pin diameter of 24 2" 5 bar diameters. 1.517 Dimensions on her diagrams are out -to -out of bars. Bars are 4 straight and ta4 size unless otherwise shown. 61-2 shall be 43 size. 4 1 2" The number of BL1 and BL2 bars shown in the table is the number 9'-n^ of longitudinal bars shown in the Typical Section and may not equal 12 the total number of bars required, BL1 and BL2 shall hove a lop of 0.792 30 bar diameters at splices. At construction joints, first placed 1 P- 6" liars shall project 30 bar diameters beyond the joint. Estimated 2" 1 4 QUAN./LF shown for reinforcing steel does not include quontity for 1.634 laps of 0L1 and BL2 bars. The additional weight per longitudinal lap is 4 shown in the table. 4 1 2 The minimum cover of main reinforcing bars shall be 21/2" from 9'-1 I" the face of the concrete for culverts under 0 to 2 foot fills 18 and shall be 2" from the face of cencrete for all other culverts. 0.866 All reinforcing steel for culverts under 0 to 2 foot fills shall be Low 1T- 6" Corbon/Chromium Reinforcing Steel conforming to ASTM A.1035. 2" 1 5 At the Contractor's option, BV1 and BV2 barsmay be spliced at the 1.726 permissible construction joint in order to foci litote construction. No 4 additional compensation shall be provided for the increase in 4 12" reinforcing steel quantity due to the splices. 9' II" Bar HW2 shall be 4" less than culvert height in length. 7 _4 Headwall quantities shown assume wingwails are to be built at a 45' 0. 4 9 0 angle to, the headwall. - 11' 6" The designs are applicable to the fill height and other conditions 2" I 6 indicated, Any change in the conditions invalidates these designs. 1.819 Wingwolls referenced by letter apply when the acceptable foundation 4 level is the some for both box and wings. If foundation levels are 4 1 12" different, the height of the wingwall shell be adjusted by selection 9'-11" of another lettered Mngwoll of appropriate height. For wingwoll 30 details, refer to standard series BOWfor the appropriate fill slope. 1.013 For details of extending existing boxes, refer to Standard BCE -01. 1V- G" Formodification of details for skewed culverts, see the skewed 'box 2" 1 7 details included in the road plans. 1.912 This standard shall be used with the BCD standard series. 5 A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL_ OFFICE. 3 12" SPECIFICATION 11'- 11" 48 REFERENCE DOUBLE BOX CULVERTS XVDOT 99.200 13'- G" 6 13'- ROAD AND BRIDGE STANDARDS 1.837 92.020 STANDARD DETAILS REVISION ION D ATE D SHEET z OF 3 4 3 12" 4'- 4" 0'- 4% 2'- 4111/ 0'- 5%g° C'- 37/" II'- 7%a" ----- VIRGINIA DEPARTMENT OF TRANSPORTATION 48 F 1003.02 46.934 0.964 105.464 FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCD -DT. BCD 10 SPANI FGHT1 z - REINFORCING STEEL BT I o Is c d e f g S U w � J JD: +3 O J m m \ ott oM w QUAN,/LF z O U Vl G 1-- HWI F- HEADWALLS N M U J U F Q O WCC Q Q oµ uu 3 3 4 1 12" Z'- 8%g 0'- 41/Z" 0'- 3a" 7'- 7'/e' ----- 7'-I I" 32 12 30.956 0.655 79.439 9'- 6" 6 9'- 2" 1 4 IA33 67.988 1.425 55.073 d 3 4 4 1 12' 2'- 8r/9 0,- 4'/z" 65/e" 0 5%s' 0'- 33/y" 7'- 7%s ----- y 32 18 33.074 0368 85.703 9'- G" 6 9'- 2" 5 1.531 71.439 1.517 55.073 C 4 3 4 1 2" 3'- 5f2 0 - 4/2 -1 Iy,^ 0 5%" 0'- 33/4" 9'-8 -- -- 9'-n^ 40 12 37.636 0.792 92.688 1 P- 6" 6 11'- 2" 1 4 1.635 80.004 1.634 67.089 A 4 4 4 1 2 3'- 6'/2 0- 4'/2" I-II%p" 0- 5%g' 0'- 3Y4" 9'- 8 ----- 9'-1 I" 40 18 39.754 0.866 98.952 1T- 6" 6 11'- 2" 1 5 1.734 83.455 1.726 67.089 C 4 � 4 12" I 3' 6 0'- 4 I' I - 2 /2 / 0' 3- 9' 8 2 / a e � 9' II" 4 0 7 _4 41.312 .8 2 0. 4 9 0 I 05.216 - 11' 6" 6 11' - 2" I 6 1.833 86.907 1.819 , 6,.089 E 4 6 4 1 12" 3'- 6'/2 0'- 41/2" F-111/2" 0- 5T/e" 0'- 3Y4" 9'- 8" ----- 9'-11" 40 30 43.990 1.013 111A80 1V- G" 6 IP- 2" 1 7 1.932 90.358 1.912 67,089 G 5 3 3 12" 4'- 4" 0'- 4%" 2'- 91fs„ 0` 5%" 0'- 3 fa" I L- 7%g" ----- 11'- 11" 48 12 44.316 0.891 99.200 13'- G" 6 13'- 2" 1 4 1.837 92.020 1.843 79.105 A 5 4 3 12" 4'- 4" 0'- 4% 2'- 4111/ 0'- 5%g° C'- 37/" II'- 7%a" ----- II' -1I" 48 18 46.934 0.964 105.464 13'- 6" 6 13'- 2" 5 1.936 95.471 1.935 79.105 C 5 5 4 I 2 4'- ___ 4 0 9 - 2 4 0 /e / /4 5 0' 3 II 2 8' /e �a - II II" 48 2 4 48.552 1.037 II 8.687 - 13' 6" 6 13' 2" I 6 2.035 99.923 2.028 79.105 E 5 6 9 12 4'- 4%a 0- 4�/2" 2- 4++/4" 0 5%g' 0'- 33f4 1!'- 8 --- II -I I" 48 30 50.670 LI I 124.951 13'- 6" 6 13'- 2" 1 7 2.134 102.374 2.121 79.105 G 5 7 4 12' 4'- 4�/8a,- 4/2" 2'- 41%4° 0'- 5%'.0'- 3%, 11 - B -- I I - I P 48 36 52.788 1.185 131.215 13'- 6" 6 13' 2" I 8 2.233 105.825 2.214 79.105 1 6 4 4 12" --2T5-74" 5'- Iyy' O'- 41/2" 2'- 9" 0 5%a" 0'- 33/a" 13'-I I" 56 18 53.114 1.061 129.572 15'- 6" 6 15'- 2" 5 2.138 I07,407 2.144 91,121 C 6 5 4 0 41/2 2'- 9" 0- 5%g" 0'- 3yr4' 13'- 8 ---- 13'-11" 56 24 55.232 1.135 136.324 15'- 6" 6 15' 2" I 6 2.237 110.939 2.237 91.121 E 0'- 5W. 0'- 3%4' 13' 8 ---- 13' -ll" 56 30 57.350 1.208 142.777 15'- 6" 6 15'- 2" 7 2.336 114.390 2.330 91.121 G 6 7 1 4 12 5'- I�q 0- 4%2 2'- 9" 0 5%g' 0'- 3%4" 13'- 8 ----- 13' -ll" 56 36 79.468 1.282 149.229 15'- 6" 6 15'- 2" 1 8 2.435 77.841 2.423 91.121 1 6 8 4 12 5'- 13/4' 0- 411/2" 2'- 9" 0'- 5�g^ 0'- 33/4" 13'_ 8" ____ 13'-11" 56 42 61.586 1.355 164.914 15'- 6" 6 - 15' 2" I 9 2.534 12!.293 2.515 91.121 K 7 4 4 12" 5'-II3/e" 0'- 4'/z" 3'- I�/e" 0'- 5%g° 0'- 3%y" 15'- 81/a" ----- IS' -II" 64 18 59.794 1.158 152.712 17'- 6" 6 17'- 2" 5 2.341 119.503 2.353 103.137 C 7 6 4 12" 5'-[[%" 0'- 4%2^ 3'- I7{e° 0'- 57 0'- 3%4" I5'- 8%s^ ----- 15'-11 64 30 64.030 1.305 172.209 17'- 6" 6 17'- 2" 7 2.539 126.406 2.539 103.137 G 7 8 412" 5'-1133/e" 0'- 91/2" 3'- I'la" 0'- 5�g" 0'- 3%4" 15'- 8!/g" ----- 15'-11" 64 42 68,266 1.452 186.929 17'- 6" 6 I7'- 2" 9 2.736 133,309 2.724 103,137 K 7 IC 4 I I" 5'-I 133/g" 0'- 41/2" 3` IT/s° 0` 5%° 0'- 3%4" 15'- 8%B" ----- 15'-11" 64 5472.502 1.598 218.493 171- 6" 1 6 17'- 2" 1 II 2.934 140.211 2.910 103.137 0 8 4 4 IO" 6'- 83/4" 0'- 4�4" 3'- 63/g" 0'- 6+/4" 0'-4" IT- 7%" ----- 17'-11" 72 18 66.474 1.282 189.026 19'- o' 6 19'- 2" I 5 2.534 131.519 2.553 115.153 C 8 8 5 8 4 10° 4 --.9" 6'- B5/g' 0'- 5" 9'- 6'/e" 0'- 6'/2° 0'- 4'/4" 17'- 7%a ----- 6'- 8%2 0'- 5'/4" 3 - 5%a" 0'- 6%s" 0'- 41/2 17'- 7!g---- 11'-! 1" IB - 0" 72 72 30 42 70.710 74.946 !.457 1.631 200.594 oml 19'- 6" 19'- 6• I6 6 19'- 2" 1Q•- �" 7 a 2.723 138.422 v oio inG aoc x.730 o ��r 115.153 G „� ** I/d w 1 4„ 0' „` A" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) SPECIFICATION REFERENCE BCD -DT ST -1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER, (DIMENSION MAY VARY WITH MAgUFA?.CTURE€'S DESIGN) CORROSION RE;.iSTANT Y� MATERIAL -#4 REINFORCING ROD CAL SECTION MINIMUM OF 3" EMBEDMENT ALUMINUM STEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION Symmetrical about Q Culvert (With Wing) (Wing Removed) (Downstream End) ���:�..JJJ (Upstream End) END ELEVATION Upstream End--, Downstream �Fs gth (out -to -out of headwall) End ape 6"x6" Fillet 12 Top of Top Slob WI 2" d HW7 / -- / HT1 12" R Upstream End (Optional at Downstream End) us iT2 - 12" SECTION A -A (With Wing) T4 I ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE PLANS. E 4Y2" FROM INSIDE FACE OF BE 16" C -C. STEPS SHAD. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/2" FROM THE FACE OF THE SUPPORT" STEPS ARE TO BE VERTICALLY ALIGNED AND UNtFORNIALY SPACED HE FOR THE rT� EidTIRE DEPTH OF A"LI`t STF(i)CTURE. IN PRECAST i ,ITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN, STEPS DIFFERING !N DIMENSIONS, CONFIGURATION, pR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TE ST REPORTS OF THE PROPOS ED suasTl TOTE AND H RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED, OR DIMPLED SURFACES.. ALUMINUM STEPS SHALT. BE FABRICATED IN A,CCORD,14CE WITH ASTM 8221, ALLOY 6005-T5, THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL SE UNIFGRMLY COATED WITH A 81TUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGM'''ENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC -C -00498A. ROAD AND RIDGE S STANDARDS REVISION DATE SHEET s OF 1 106.()9 REINFORCING BAR DIAGRAMS. DATE CO �INIENT BY 1 r- IN3 a Length = 4-2" BH3 I a ,e, c e a Vertical Leg u � 6BT I BH4 � I IH INR _T4 HW2 2 PART SECTION B -B UPSTREAM END (Optional at Downstream End) 6" x 3/e" PVC TALE A Per Pin Size Die, "3 2'/4" *4 3" "5 33/a" «6 4,1/2„ "7 5'14" .8 6- .9 9" Back Face of Curtain Wall 6" x 6" Fillet *6 HW3 L -Construction joint SECTION C -C PART PLAN ('With Wing) (Wing Removed) (Downstream End) (Upstream End) SVD❑T DOUBLE BOX CULVERTS SPcCIFICATICiI ROAD AND BRIDGE STANDARDS REFERIN E SHEET 3 OF 3 FISION DATE STANDARD DETAILS t 1003.D3 07/11 VIRGINIA DEPARTMENT OF TRANSPORTATION BCD 20 FOR TYPICAL SECTION, NOTES AND OTHER DETAILS, REFER TO STANDARD BCD -DT. VI S- IONS a REV DATE CO �INIENT BY 1 10128117 1 ,,D � PER i ' X I I� i I 1 f =�t�MME NTS -� S o RTY J rl Q O o Yf' 6126/18 REVISIONS PER U z o w. S COUNTY COMMENTS UUQccs z U J OLL z y REVISIONS PER y ! T O LLL � L: a 5 9/5/18 r 9 , <f 7p El C d J rY m 4_...t D n ! < a ;/2311 R i FOR APPROVAL RTY , 7 ! 0130 ; 3 SIGNATURE 1 Rid SIS :�;°11SSlr�l�1 I I I � s l n a o wo Q zQ Q o0 >- r F� ~'rte >-Z< �GUZ_ Lu ,ro 1 < T Z Z �I OU cyi T ? C9 EE I - J LJ < 0 0 w O w 00 O O u t-- � - Ga Z m UJ Z U � -4 �fl 3 i X071 R o o� T f,; V �. r w„ ti � b J - rs O o 4, 1 > o ~Elf e� 0 d Z_3:5 Y Z w 0- (%1 J o z c � u n � ( a` a' ZzpO�w 2 " z. nwOwww= s I M Milo MM ■14i11!11 r ®� VI S- IONS a REV DATE CO �INIENT BY 1 10128117 1 ,,D � PER i ' X I I� i I 1 f =�t�MME NTS -� S o RTY J rl Q O o Yf' 6126/18 REVISIONS PER U z o w. S COUNTY COMMENTS UUQccs z U J OLL z y REVISIONS PER y ! T O LLL � L: a 5 9/5/18 r 9 , <f 7p El C d J rY m 4_...t D n ! < a ;/2311 R i FOR APPROVAL RTY , 7 ! 0130 ; 3 SIGNATURE 1 Rid SIS :�;°11SSlr�l�1 I I I � s l n a o wo Q zQ Q o0 >- r F� ~'rte >-Z< �GUZ_ Lu ,ro 1 < T Z Z �I OU cyi T ? C9 EE I - J LJ < 0 0 w O w 00 O O u t-- � - Ga Z m UJ Z U � -4 �fl 3 i X071 R o o� T f,; V �. r w„ ti � b J - rs O o 4, 1 > o ~Elf e� 0 d Z_3:5 Y Z w 0- (%1 J o z c � u n � ( a` a' ZzpO�w 2 " z. nwOwww= s VI S- IONS a REV DATE CO �INIENT BY 1 10128117 1 ,,D � PER i RTY I I� i I 1 f =�t�MME NTS -� R 3f,11 a I rE iSIOivIS PER RTY COUNTY r�0i��iIMENTS 3 6126/18 REVISIONS PER RTY COUNTY COMMENTS 4 BJ30/18 REVISIONS PER RTY `JDOT COMMENTS 5 9/5/18 REVISIONS PER RTY r CAA 001,41NIENTS 6 ;/2311 R i FOR APPROVAL RTY , 7 ! 0130 ; 3 SIGNATURE 1 Rid SIS :�;°11SSlr�l�1 I I I � s ALV' -1A3 CALL 811 BEFORE YOU DIG I't's fat It -free. R's the law. APPRO • FOR pg PROJECT 10 T V152000 DRMAJINej BY: EEM CHECKED BY: RTY DATE: 10/05/18 SCALE: NA CAD I. D.: SD3 s.- i.A...:V .6 1a D, i a^j/i 1 r ` `9g+ PPPiii Jl oI._�ij \y ! s'V._,i � -j3 "\ 77) FAOR SWAT` ROS TER 0{4°3 POLOI(3 0 ND I O' D) SMET -1 f, 711 I ,jam � EI r G'zr f- + 1 011\T 0r J BTL, Old I - 29 SEMINOLE TRAIL RD AND =STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE r T 7fir„ I t i �c _ 8LA A = I ARK LANE, SUITE 2011 ARR NTON, VIPGINIA20186 P1 ono: (54+0) 349X500 Fax: (540) 349-0321 I 3hile ran q co rn d9 P4 YAUMR IP LiC. NoI 0462666625 \ 1 u�,OJ16 5 o-� jt r I 1NT 1 a � �� so I n I E 8 H E E T IN= M,S _' VARIESB"'ITTOM OF PIPE TO SC ABOVE' "2, ('40' MAK 8" & 10- PIPE) [__'_L) -(EAR FL(AID ELEVATION (50,k MAX, 12`+15` PIPE) SEE moir-, 7 ofE RJUL JOINT flyI PA1, JDINT�ILF�__j 4,4 C, I:" STRENGTH` SEL NOIE 61 STEEL HPIE F., TI SEE NOTES 4 PIPE STRAPS AND 9 SEE DETAIL NO. L /---RJP-RAP (TIP) R FCOUPLINGS 13EE NOTE 'SEE NOTE J REINFCRQFQ CONCRETE 4' MIN. PEINFORGFID E2,C R E EK C 10 N� QR E T P .41CHOR `I�fi TINHERE DR '�jPEC CHANNEL REOUIRED UIFIED) PIER a. r % REINFORCED -l' SEE DETAIL NO, 1E �SEEiAtN�dOTE �-SEL DETAIIL INP, 1 5FE NOTE 1 & 5 (1CfNCRFT 3 1 ___ RE�NFORCED PIER CONCRETE 5EF NOTE 3 & 5 F_ I P!ilip .R L-1 T L -L 1, THIS DETAIL APPUIS TO SEWERS RANOiNG FROM 8' TO 15" IN WAMETER, FOR SEWERS GREATER THAN 1:5", SUBMIT A OrTAIL,50 DL5G;,l FiJf? REVIEW Ai,10 APPROVAL. 2, COUPUNC SHALL BE LOO -,V3 BODY TYPE, AP40 COMPLETELY EXPOSED, COUPUNGS TO E1,E A3 NIANUFAC-RJR�0, 8Y DRESS -.ER INDUSTfRIES - STYLE 62 TRANSI'RON COUPLIING OR APPROVED EOLAL CENTER R�NG LENGTH FOR 8" AND SMALLER PIPE TO BE 5", CONFER RIN' LE?' G,714 FOR 10" TO 15` PIPE TO BE 7", THE CENTER RING, GLANDS, BOLTS ANO NUT% SHALL RECEIVE ONE COAT 05 SHOP PQIPAEF�, 3, FCOTil'iC DEPTH�5HALL BE 1-0 SIATABLE GRADE AF DETERMINED By THE ENGNEER, BUT SHALL NOT BE LESS THAN AS SFI0'-AV (EXCEPT WHEN PIER IS ANCHORED Tol SOLID ROCK), 4- ST PIPE MUST EE 5EANILE35 OR �GHTSEANI. spIRAL I EFEL TRAII WELD IS NOT ALLO'o',tED. THE INSIOE DIAMETER OF THE STE- F L PIPE 70 MATCH rHEN:S41C rNANIETiER OIIE DUC-CLE IRON PIPE, F7T_EEIL PIPE TO OF rC)ATED PER, THF SPECIFICATIONS, USE DUCTILE RON PIPE FOR NARROW PPED< CHAMNE1_15 -- SEE N01 I E _9. `­SFEE DETAIL N(). J­� SEE NO TIE .3 & 5 5, REFER TO DETAIL. NO. K FOR PERS ON Sf:,.Q RQC. 13, DUCTILE IRON PPF TO EXTEND TO NEXT MANHaE_ NO PIPE TRANSITIONS BETWEEPl MANHOLE.� SHALL BE ALLOVIED, T. CREQri CROSSINGS MAY fqEQQIPE A PERMIT FP(jIA STATE AND FEDERAL. REa,1LATQP'f AGEN(1ES, %VHERE THF PIFIE B0171'0M CAN NOT BE INSTALLED ABOVE ,HE 2 -5 -YEAR FLOOD ELEVATION, 5FMAL APPROVAL N16 -ST BE Q'WEN BY THE CF r( AND/OR REQTULATQP's AfENCTES. 8, 1HE CREFEEK WPSJREA�M AND DOWNSDREAM OF THE" AERIAL ,R055ING MAY NEED 5.'FRAIGHTENED FOR PROPER hNSTALLATION, OF THE HER APPROVAL MAY BE REC!UIRED FROM REGULAI'OR)I" AGRCIES TO STRAIGINTLN CREEI3. STABILIZE ALL. 0511JRBED DAINK-51 WITH, NP-RAP 1 STANDARD DUCTILE WON PTFE CANBE USED FOR CREEK CROSSINGS IF THE CROSSING IS ILI, FEET OR LLSS, LONG SPAN DLYC'TILE 113011 PIPE AS RECOIWMENUEL) BY THr MANUFACTURER "AN BE USEC) FOR CROSSINGS 38 FEET ,Ai` D LL- S' J Q LY 2 0 1 -1 CITY STAP`4DARDS FIAL CREEK CROS AEN SS CITY OF \-,HINARLOTTE VILLE WITH CONCRETE PIERS SCALF_� N, r_St STANDARD r,IUNIBER� WIN 9,0 H:\15\V152000\DRAWINGS\PLAN SETS\SECTION 1 \ROAD IMPROVEMENT PLAN - POLO GROUNDSM 6200CSD3.DWG PRINTED BY: DREARDON 10.30.18@12:54PM LAST SAVED BY JCRUZ -ul"'E TOq-1 CF S COI EOINATION UNDERDRAIN CD -2 ON FILLS CENTER LINE SECTION tMIH I'rr"- 1 SELECT rAAMNIAL_) TRENCH PLACEMENT SURFACE 5 EASE. SubeAsE DR C11-�uIsHf-l-', LEof_'x-f!;,E DP NNAUE F, BP OR 177 /7 '7 If SURFACE akL -4- BDA$E OR CEPI' NIT '3TAEti7rQ SUER AST 'I?, eur STABILQES� I not, Z SELECT MATFRIAL T'� PT T[ C 111�RPDE A - '- 148 ARfXAFE QR '.R!j5f<Q LASS ?w",._[NO, #,3 1 S DA, E FARRIC PAV;_V11 "IT bb M` _Si �IEle6lr SiZZ 3_1a I," MIN, LT PTI,O PLACWENT OF CD -2 UNDERDRAIN AT BRIDGE APPROACH SLABS L CDOrOF PA41,-MONT1 CONINAENT 7­4'Ift LANEL 10128/117 REVISIONS PER RTY OF FQ'�,E OF PAVEMZINT _T I SHOULDER ULDER Lik' 2 TOE rl FILL 1 REVIS]IDN8 PER RTr1'Y11 c"D f PILIAN VjEw SHIOWfNG PLACEMEiNT OF' CD -2 UN'0ERQRA,,N NON -PERFORATED OUTLET PIPE !-MCOTH V�AL PVr! jfj+1_P o, 4�-, 18M001H WALL Pr 1 1 71,', P>[ 7i PSI " W" _L TESTED ACCOPOING TO ASTPA li-2412, AT 57. OFFLECT[UI4 CENERAL NOTE!'S 'Up, LR r pf-r -stv',L AT _�H= CEICE f�F THE fRAFL '1,10E PA " -_N-, 5- Pia I7 ON A LPADE PNLLEL TO UIC S!TQIl DER -a0PE ?, 1-337„ C�N r:UR5 A WQWITEFE IT PAPOSOBLE T1PERWISF PR .TIDE 313T -ET 'S FBR THEY ARE TO DE MATED SCI XJ TO &RAfl AlrD DRJw7 INLET", OF MANHat.E-, 4, ON nREINGH IS Tn SC IrNFDEP Wri'E Pew�MNT jRr.,A 'NITH ILIJITLfT PP.- ON LDW aUF CCF. 5 IIWERT V.LFVATXJN A7 QUTILET VAG OF QLJTL€'T P �-T ' FV`E 10 5E A WNIMUIA OF F -O" A50VE , uCTI INVINVERTUFVATIQ!1' CIF REQEAV41C DUAJNAGf DCH -DR.T � JRE S iJ.I_ CtINNECT�fC0,6 cELBOW&, MEE, ETCL) 'N-JiRTl PA) L1,W S F0,", OUTLET PiK. fR. T(� RE FF THE SkjF Cr,O�HvD 'iTRVf-I',!TH 4S THE QIJT,FT -":PF. T. OVT_ET POE TO BE z'EfvIELY-ORNEC-M) TO EWA-201P, 0-i'ER Cr: ,NP- EREplc" ;T;`,JN,DAFZD CMB OINAT101,41 UNDERDRAAIN 23" - FIC (AT GRADE SACS AND BRIDGE APT R GAC HES) CF 4 UNDEROP-Mi SHALL K_ CEN�ERE,'_', IINJM. Pp ';:UTTER C,3�ANAGE �,BRIC GEOTE'XMfiZ V'AAJNAGV_ r,,ic (6vEP'Ap -0*' AT IQP �A1­RIAL F111AT. ON _4 F __457 Af,'GREGACTC, iiB, 0 plmz AU.RE 1,ATE OR CRUSHED SEE N TE 1 CLASS T mEtTvc� k5457 Af�GREOATE, �P QRA6AKIDN HiEWIRDAEN7. PAVED '3HIOULDEER SECTION CURB kf%) GUTTER SECTION UP TO ;7DO i. 1n1 TO ELBOWL ELBCW PPE IS PERFOPATEED TR7 ulw "rP., - � , �1� ---I i Z: ET FTE -,,C LBaw, c6N 451 Wy� "SN' QQTLZT Q 41'jj IT ELROW OUTLET PIPE N',' SC-AL,� --4 STANDARD IPAVEMENT CEDGEDRAIN ROAD X110 fWPIE �-TAMARD-5 SHEET t OF 2 IS j.')l .1,1 f) L ilia.Qrl VSXA S�y,-IT,0�17 (,F MANsPORTATIOI• E "I L11 -i -77- 10AJ E� LONCITUDINAL PERFORAXED U, H)VERLAA �: T'-50" AT TOj�--� 7� RZ "C'_ TYK ut- P�PF T SU888L p-0 -'QRR1jGAI �13 �:1­252 to k:;G,V'WE 9A A8MP6A�[- OP. rnu�lirf) NOHE" t _ATjTFTr,�,' = -F.FDATION NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS rliw T 4` -INI =CIAMETER PAVED SHOULDER SECTION Lwco]r�.i WALL Pv'. :jos (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE 'LAYER) 44,r,,O!H '�W_L PE� ,,,:I PS I 2� UTJrtRVRA4N A DE GENMM UNDER AXEI C�UTTETI. Q,:1,'TFXT1' F 5,*�NA,E FAIJFIC' TQ ASI 'A '0 2,-' �2 A �FIAD- Fj,., DR, EB A TI _ S 5E _.;r ED-"' MIJN PAI'Tkir,V 'r C,0NEQ'CT]10N SUBG -E TL�_ 4 PIRF 5�x. IiIj T KLE'! - I Tf5l As;GREr ATF, f18 AEGAI`E 0 :, .+EL, 5 1',.Jk 4 REQ-,. < CLASB MEFTIITQ ga QR,1PATXA1 RLOUI MIFJIIT, �T*0, y)D A Fc'.: D, CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) NOTES, 4"NSMIaa Rr c n Ar'AIIC IAIN111061 4" OF ACCR�GATF ON TOP CF FPCI FDOED'RiNNS �NN G _k E A'R E AS 2� mEri -z PiF-1- rxmcrDR , Jar,) A cIRArjA',_-E NVERT FLEVA-,! QF --"rF TO �,,E il, Mjr,�kJUW, Cp �1 1"TT l��i! API`0VF NVER7 & � -P; 'Q1 ­L;YINI, VITQH Sr )'..-',.;F:;„', kiCf'' ZCT*m.; (Er -415 'y"s, F -,-- t ?4 FA.y I 'OF OUTL�T HTIFI- - a"m ARE TCI BE OF ThE 5AK WREN --ITN THE ) ET P;HF, XEWALK �'R 5, Pr?ES ARL TIO aE 1410, 0'+ UE'Sifi,18LD AHD PORATKT) LOCATED QTY 5S0' W�N'U%t QH A. "','j !ED -.-ji UINUM);,A`4 QUTLE1PIF-L (0 BE SCC�RELT 1`0 EW u� 'OP Ofm,R, 0PARvVV FiRz E'NCR VcIH PIPE 17RE AGGR7fATE --1 7, Yi'Te$I 1HE I M411S QF A FNTRPP4F, NDN-PEWO;:ATFD PipF jH'N_L BE m UTMZE() !f4 LiEUTiF PERF(IRATED P,PE. _T' 8. Tr�C I,EN4,-B �F FIK REFINFEN THE AY� CTMNNI�CTION AND THE Fti SRQAOW'AV I H,�',L FF:0, CURB UNQT�_Q T6 Q MURE THAN T-fj` TO PLEr,111 CAMERA OF T UNDERURMI KTWEEN THE L0,11TS-LIF 1 L M. P,070 P0, Cl,R 9 IN EITHER. OrRE", COMMERCIN, CNTRAt;CE CUR2 PF'TURNS -4 & Cjjj HF, M)X`ii),is WHFN FULL B", r'TH CIF Cl 1'45W�,T QF�N-1�,RPCEQ Al Cr C),NHOT WILL B' NCIN-PERFORATLD PTE, I is S eE M11111 TANED UNDEF CURU ANa GUTT21FA AXRATC SHALL BF, USE� UNDER HRS iD C�TTER, 1 R, tic). 2� Ac"VIGjA E amm - - PROV 71P, fl - PART E,R[AL LAYeR, A,Ng .,'IRB' AND 1-J­iE`­ XvL _rDD PAVEMENT EDGEDRAIN 2rDP 5Dr VIR-IT11A U,-PARTV,--_HT QF pEyist"At", UAI_E z�'�EET 2 F 2 REVISIONS REV DATE= CONINAENT BY X 10128/117 REVISIONS PER RTY COUN 7Y C010111VIENTS 2 ¢o 1 REVIS]IDN8 PER RTr1'Y11 C, 3: < 0 yf 17 0< 3REVISIONS < < COUNTY CONMAIEN COTS ti < _j < _1 REVISIONS PER _j < I- < 0 < < 8 &30/18 M VDOT CONIENTS RTY 5 9/5/18 REVISIONS PER 7 5 ACSA COMjMENTS 6 9128/18 0 z < RTY 7F0,13310/11 SIGNATURE Z IL < SUBiNflISSiON WUi < LiJ > _j < U) -LZ > > < wLu < I-- E -, uj 0 0 Q9 0 z to FL 0 w¢ 0 0 di _j cp CC M0 Z 0 CK 0 0 < f LB >- Lu a < LLI of yr _j 0- LLI ( D �� L_L LH < ITT 0 >- >- , I-- I-- < 9 U) cl, 3, f, 3: > 3: C.- LLJ 0 LIJ Uj 1_11 7) REVISIONS REV DATE= CONINAENT BY 1 10128/117 REVISIONS PER RTY COUN 7Y C010111VIENTS 2 317/18 1 REVIS]IDN8 PER RTr1'Y11 PER 3REVISIONS COUNTY CONMAIEN COTS RTY REVISIONS PER 4 &30/18 M VDOT CONIENTS RTY 5 9/5/18 REVISIONS PER RTY ACSA COMjMENTS 6 9128/18 FOR APPROVAL RTY 7F0,13310/11 SIGNATURE RTY SUBiNflISSiON BELOW AT 'Affi", _3 C A LL 811 BEFORRE YOU DIG It7s fast. It's free. It's the law. APPROVED FOR CONSTRUCTION =11520�00 DR 'I BY: EE -M C=IECKED BY: RTY DATE: 10105118 SCALE: NA CADID- SD3 PROJECT: 1ROAD TER 0)'VE, _A, 4TEINT T FO, R STATE ROUTE 643 POLO GROUNDSROAD ' STEL LLA LANE AND ARCHER AVENUE T_7110 -PT OF SITE ROUTE 29 'EMINO! PE TRAIL RD AND ST TE ROUTE: 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T1 _ql 7 d E R, 28 BLACWYLVELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349-0321 017 1 j 1021, v _51YAUGER Lic. No. 0402056625 10130118 io d Tf-50 SHEET TITLE: '0NSTRU1f_TI0N DETAILS SHEET -.NUi1J8E7R: f q 1L A B STOP COLORS: LEGEND WHITE (RIETROREFLECTIVE) BACKGROUND RED (RETROREFLECTIE) 7 54 N EJIID t R3"17b Ir Sta "13'eries 2,00'0 odard Alptvibets" R BIKE 0Nr U11011 R d o spacij to IR, 3n, for Tyr) 1`,'(;1 COLIJR: LEGEND - BLACK BAGKflR0UND- W111TE (RETROREFLECTIVE) 1-59 KI-bL YIELD HFRF TO PEOFST RIAHS A A G C 1) E F It I a .1.175 6 3 7 IL, 1.625 7 24 .625 a el 13, 4 2 C, 30 .5) .75) 1G it) C 5 1 5 36 87,,j 12 12 C 0 15 J.25 14 48 1.25 16 16 G 8.75 4C COLORS: LEGEND WHITE (RIETROREFLECTIVE) BACKGROUND RED (RETROREFLECTIE) 7 54 N EJIID t R3"17b Ir Sta "13'eries 2,00'0 odard Alptvibets" R BIKE 0Nr U11011 R d o spacij to IR, 3n, for Tyr) 1`,'(;1 COLIJR: LEGEND - BLACK BAGKflR0UND- W111TE (RETROREFLECTIVE) 1-59 KI-bL YIELD HFRF TO PEOFST RIAHS A 8 G D y G H It K L 18 -1 - 3 7 1 5 .6215 1.625 7 5 2 G 21375 3 4,375 2 C, 30 .5) 175 2175 1 t.5 8.5 3 C 425 5 7.25 30 14.6 J525 .875 J.25 14 G 4.76 U 8.75 4C jvl im P o S I U 7 ii (j, 5 12)40 i.N5 11,220 1. 2'A 1 6,60 1. 5 a4 #.820 1 2 13 LEN 1 11 IX'l 10. 12i 13.21;.48 10's 15.15 t P,A14 2A 4i t3.2 1 225 "Saries 2000 Standard, Alphabat6. Insert F;1 -2 and "aizp to fit, ... Arrovil and otaq, tt) fit S"." e, ( l0 for d,,61 It detail, COLORS: LEGEND & ARROW - BLACK PEDSYMBOL -,BLACK BACKGROUND -"IIHITE(RETRQREFLEGTIVE) YIELD SYMBOL -RED (HE-FROREFLECTIVEi 113-2 LEFT TURN PROI JBI-110N agtr Pagan, 13-2 for delalls. L C, Ft U I F G Ii K K __ _r,.-_ - I L 24 375 .6215 10. 5 8.5 1. 5 2.5 10's 11.5 2 10 30 .5 .7T_ 43.125 10.621 1.876 tl 3.125 1 ?L11 2 5 14.6 2.5 +3>' 13 8.75 6 4.75 4C 1 2 �yl 76 lb '11} 2 11.9" 3 7 .75i I H:\15\V%2000\DRAWINGS\PLAN SETSISECTION 14ROAD IMPROVEMENT PLAN -POLO GROUNDS\V1520005D3.DWG PRINTED f3Y: DREARDON 10.30.18 @ 12:54 PM LAST SAVED 8Y: JCRUZ COLORS: CIRCLE & DIAGONAL - RED (RE -FRO REFLECTIVE) SYMBOL &BORDER - BLACK BACKGROUND - WHITE (R ETRO REFLECTIVE) 1-23 C L R1 -5R W11) HE13E TO PEDESTRIANS A 0 R s U I 1,364 1,2r 1,220 '20 6.005 1.2 7.80 5 (4J .605 K 1, t8 .375 .625 2 t 4 ir? 15 3 Z375 2 C, El 7 1.625 3 0 10 175 3C i%5 5 4,25 J, C 811i5 11.5 2.75 36 ,,,r v_5 v_5 4 C 8.75 6 4.75 4C F _10 14 3.25 fvt KI P 0 R s U I 1,364 1,2r 1,220 '20 6.005 1.2 7.80 5 (4J .605 1. 5 8. 0 (1) 1 2 1.820 11 11 it 1.875 10.728 2AS 2.411 13-21 2.44 115 ti1 13.21 2.25 Seras 2000 Standard Alphabets. "Inse, a, R 1-2, and size to Ii4 s.1zeto fit. is -101 fal, oesign tiptnil. GOL ORS LECIEND & ARROW- BLACK PED SYMBOL - BLACK BACKGROUND - WHITE (RETROREFLECTIVE) YIELD SYMBOL -REO (R.ErROREFIECTIVE) X -XX 114-7 KEEP RIGHT 'Sow page G-2 for arroiv deslgri. A C s T U v 1vv 13 1831 1,75 41212 32 18 .1/5 .428 4 5,5 1111 -d 1 A 3 28 3.28 3.86 3.526 3.472 18 24 G111 .I. .3 0 25 3.,3 7 L 9.375 S IX, 2.25" 1.376 5.5 4.,�� 3 8 6 24 20 13 3 12.5 -25 .1 .6 4.5 2,5 _6 2 11-3 B ------ _7 3 75 �3,.2` 8 31"0 48 625 ;875 6.75 3.75 4.5 1x.8 13, 1 1:12,53 905 12 4rS 60 75 1:275 1 .626 .875 RTY REVISIONS PER 1-67 LEGEND BLACK 13AC1;GROUNO- *117 ;RETROREFLECAVQ LC PC 111-2 YIELD A B C s T U v 1vv 13 1831 1,75 41212 4.38 1,820 .375 Z 1.5 22.5 1.5 3 6. i 5 4.125 2.25 1.063 AM 1.5 30 2 4 45 3 6 9 13.5 5.5 8:2,13 3 4,113 1.3/6 x.813 2 2.75, _5 143 2.21.) F-617 -4, 8 ------ -18 11 _6 2 11-3 B ------ 1 W - 1-67 LEGEND BLACK 13AC1;GROUNO- *117 ;RETROREFLECAVQ LC PC 111-2 YIELD A B C D H 0- H J - 18 .3715 2 1 1.5 C 2.3715 2� 188 1 - - 24 375 30 b25 -- 116 --7-T- 1 ,,5 3 4 7 7 075 1,75 2 7 - 2C 325 2.5 C 1938 3 C 4.6 88 3,6 2 5 - 4�3_ 5 . 875 875 1.2 1561 25 48 1 6 2". 2 5 21 C 6.25 66,_,,T 2 3 61) m 7.313 17-1, A 7315 7,25 2.51 4 E K- KA 'N R, �4 118-3 NO PffiKING 'Reduce spacing 6101,for 24", 31.1" & 48" "Rqf;onirrivnd smjuaro tope for 3 aml A B 3 D C-1 H F F e, 24 .375 k2fi;, 7 4 D 3 3 C ','5 t1938 L 24 24 30 -375 P F t -u -In - I 1 25 BE 36 34 6 . �_, ` 5.� 1._ P 7 C .316 2". 2 5 44 dE 2, �-­j rc i3 99. .51, 7.313 17-1, A 48 K- KA 'N R, �4 118-3 NO PffiKING 'Reduce spacing 6101,for 24", 31.1" & 48" "Rqf;onirrivnd smjuaro tope for 3 aml A B 3 D C-1 H F F e, 24 .375 k2fi;, 7 4 D 3 3 C ','5 t1938 L 24 24 30 -375 X,25 7.25 G D 4.5 50 5. 18,P3 t -u -In - I 1 25 BE 36 34 6 . �_, ` 5.� 1._ /.5 8 D G 7 C .316 2". 2 5 44 dE 2, �-­j rc i3 99. .51, 7.313 17-1, COLQRS; LEGEND - RED (RETROREFLECAVE) BACKGROUND- WHITE (RETROREFLECTIVE) 1-103 B SP LI A ED IT 112.1 SPEED LIMIT (ENCLISH) L G F 'Optically space numerals about cotiterline A ;H DATE COMMENT F F H j K L 18 11 18 24 7�5, 25 3 3 E 2 BE 4188 . �_, ` 5.� 1._ - 24 3 0 .316 26 4 dE 2, 10 E i3 99. .51, 7.313 17-1, '131 48 RTY 6 6E 5 4 E 14,315 11 2,25 4 .626 .875 RTY REVISIONS PER 5 48 ACSA COMMENTS RTY I 1.2 ; 9/28/18 113 E 6 1 G 1q.125 14.625 COLORS: LEGEND BLACK BACKGROUND- WHITE (RIETROREFLECTIVE) 1-10 30 116-4 - '10NAL (2 CHEVRON S) ROUNDABOUT DIRECA COLORS: LEGEND BLACK BACKGROUND WHITE (RETROREFLEffIVE) NO BORDER U Z < 0 3: Z ffiw Z Ld < 0aw Q0 TO QM O_ co �4 H Z <<pd4E'. ;5�wu >:WZ<00�OH -�e _t� F_ LL11 0_1 P-� Z 1 Zi 9 < X, LL, Z Z > >< O�C�af Lu 0 0 Uj LU cf) T (D OT Z sQ 1 0 Lu < 0 0 LLJ 93 ti _j U) Of Co U) Z C) goy r 1) Q_ 0 0 ui >- C; W <Z < 2i Z Z 2E Y ZLU 0- o5Uj 0 of C� 0� Ld' !_a 6 Z 0 0 Lij LLJ O> < ra Ag O_ LJ 0 LU LU LU P4 Zzmzzzo ow REVISIONS REV DATE COMMENT BY REVISIONS PER 1 10/26/17 RTY COUNTY COMMENTS REVISIONS PER 2 3/7/18 0O COUNTY COMMENTS RTY REVISIONS PER 3 6/26/18 RTY COUNTY COMMENTS REVISIONS PER 4 8/30/18 VIDOT COMMENTS RTY REVISIONS PER 5 9/5/18 I ACSA COMMENTS RTY I 6 9/28/18 FOR APPROVAL RTY SIGNATURE 7 10/30/18 SUBMISSION RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION I"PROJECT No.: V152000' DRAWN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: NA CAD I. D.: SD3 I"PROJECT: ROAD I ("VEMENT MPRO PLAN ISI FOR STATE ROUTE 643 POLO GROUNDS ROAD, STELLA LANE AND ARCHER AVENUE LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA "11 D. OHLLER `9R ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com TH 'L op 10 N YA '--'R .0 Lic. No. 0402056625 0 A 10/30/18 A 01 NAL SHEET TITLE: SIGN 1131ETAILS Page 4-6 Table 213-1, Regulatory Sign and Plaque Sizes (Sheet 1 of 4) 2009 Edition Sect, 213.03 December 2009 Page 48 2009 Edition Table 213-1. Regulatory Sign and Plaque Sizes (Sheet 3 of 4) Sect. M03 December 2009 HA15\V152000\DRAVANGS\P1_AN SETSXSECTION I\ROAD IMPROVEMENT PLAN - POLO GROUNDSWI520003M.MG PRINTED BY: DREARDON 10.30.18 @ 12:59 PM LAST SAVED BY: JCRUZ 2009 Edition Table 2B-1 a Regulatory Sign and Plaque Sizes (Sheet 2 of 4) Pw,e 4'7 iI— Tow Away Zone (plaque) I R7-201P,20laP I 2B.46 12 x 6 12x6 1. 1 — — I II This s,ae' 6f -S, gn (0tjq e)H7-2w3 R7_ 2w ,. 28,46I_ 1 _12'x . December 2009 Sc -t, 2B4O3 21009 Edition Page 49 Table 213-1. Regulatory Sign and Plaque Sizes (Sheet 4 of 4) * See Table 9P,-1 for rnininium size required for via; s on bicycle facilities Notes: 1. Larger signs maybe used when appropriate 2. Dimensions in inches are shown as width x height 07 Where side roads intersect a multi -lane street or highway that has a speed limit of 45 mph or higher, the minimum size of the STOP signs facing the side road approaches, even if the side road only has one approach lane, shall be 36 x 36 inches. 08 Where side roads intersect a multi -lane street or highway that has a speed limit of 40 MPH or lower, the minimurn size of the STOP signs facing the side road ap n proaches shall be 9s shown, In idg ie Single Late Multi -lane cortins of Table 21-1-1 based on the numfber of approach lanes on the side street approach. Guh-lan,ce: 09 The;nininwin sizes for regulatory signsfacing trqf ramps shoidd be as shown in the fie on exit and entrance i column of Table 213-1 that corresponds to the mainline roadway classification (Expressway or FreeIvay). If a fftininiuni size is notprovided in the freeway column, the ininimuni size in the Expressway coltann should be used. 1j'a niiniinian site is not provided in the Freeiva.y or Expressway Cohann, the size in the Oversized cohann should be used. Section 2B.04 R:ight-of-Way at Intersections Support: 01 State or local laws written in accordance with the "UD iform Vehicle Code" (see Section IA. I]) establish the right -cit -way rule at iintersectioDs having no regulatory traffic control signs such that the driver of a vehicle approaching an intersection must yield the right-of-way to any vehicle or pedestrian already in the intersection. December 2009 Sect. 23,03 to 2B4O4 P1, Z11 7V 1 S10 q S X FF REV DATE COMMENT BY U < 0 1 10/26117 RTY 0 Z LU <0 COUNTY COMMENTS S, 6 -0, 2 1<1� < 0- 1-- _j COUNTY COMMENTS RTY mU ¢I -c40 REVISIONS PER 3 8/26/18 COUNTY COMMENTS RTY REVISIONS PER 01 <og 3130/181 R" VDOT COMMENTS < ,7 < LL, > Z", A, 1:>1L1 COMMENTS RTY a 9126111 I FOR APPROVAL >w LLI O 0 LLI Lu < SCie 0 7 _j 7� RTY Lij 0 J¢ 0 0 Lij EI5 0� SUBMISSION U) CC M U) Z 0 fl E3 K S2 0 0 < Lij < < L 7 Lit _j U) D_ LLJ CD I -Y EL Z Z 0 0L" Lij < ti- 1 0 Lu Lij I 5 Z M Z _T1 101 _fP + 4D <1 D P1, Z11 7V 1 S10 q S KN( --)W WHAT'S BELOIN AILVIhAys IDIALL a I I 7 E`F0 —_ _­ i(OU DING .tis Tasi, Ws fres. it's the I-9vi. FD F6R ePROJECT N--7V152000_'� DRAWN BY: EEN CHECKED BY: RTY DAT EM: 10105118 SCALE NA �rl___ -4 PROJECT: R( U"A" D IMPROVEMENT PLAN 1TOR POLO t SSTAT ROUTE 641) GROUTD-IDS ROAD STELLA LANE AND ARCHER AVENUE LOCATIO-I'q OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 1 POLO 13ROUNDS ROAD Ct"HARLOTTESVILLE ALBEBVIIARLEE COUNTY, VA 7 0� ER"' BOHL 28 BLAC X,,,A17_ELL RkRl LANE, SLJITE_9,01�, WD2,ARENT ON, VIRGINIA 20186 phoria:C') 349-4500 _4 Fax: (5 40) 3-49-0321 M RWH YAOMR — Lic. No, 04-02066695 -A W� 10/30/18 Si iEI�T TITLE: 7 T A 1,71 S Dk,1.All, SHEET NUMBER: 911 REV DATE COMMENT BY REVISIONS PER 1 10/26117 RTY COUNTY COMMENTS REVISIONS PER 2 317/18 COUNTY COMMENTS RTY REVISIONS PER 3 8/26/18 COUNTY COMMENTS RTY REVISIONS PER 4 3130/181 R" VDOT COMMENTS RTY REV5 I 101%13 PER 3 Z", A, 1:>1L1 COMMENTS RTY a 9126111 I FOR APPROVAL RTY SIGNATURE 7 10/ 10/30/18 RTY SUBMISSION KN( --)W WHAT'S BELOIN AILVIhAys IDIALL a I I 7 E`F0 —_ _­ i(OU DING .tis Tasi, Ws fres. it's the I-9vi. FD F6R ePROJECT N--7V152000_'� DRAWN BY: EEN CHECKED BY: RTY DAT EM: 10105118 SCALE NA �rl___ -4 PROJECT: R( U"A" D IMPROVEMENT PLAN 1TOR POLO t SSTAT ROUTE 641) GROUTD-IDS ROAD STELLA LANE AND ARCHER AVENUE LOCATIO-I'q OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 1 POLO 13ROUNDS ROAD Ct"HARLOTTESVILLE ALBEBVIIARLEE COUNTY, VA 7 0� ER"' BOHL 28 BLAC X,,,A17_ELL RkRl LANE, SLJITE_9,01�, WD2,ARENT ON, VIRGINIA 20186 phoria:C') 349-4500 _4 Fax: (5 40) 3-49-0321 M RWH YAOMR — Lic. No, 04-02066695 -A W� 10/30/18 Si iEI�T TITLE: 7 T A 1,71 S Dk,1.All, SHEET NUMBER: 911 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES F d 0 WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS; WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD -1 FOR BENDS 8" 8c SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND, FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. FOR 18" BEND USE 3 STRAPS AS SHOWN. D Lp! 4 BARS @ 12" ON CENTER FOR 12" BENDS & LARGER F7777 1--- B ELEVATION 6" < USE BRACING STRAPS ON ALL PIPE SIZES PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPEA SIZE B C D E F TEE AND PLUGS 4" 6- -9� 2'-3- 2'-6- -2- 2'-0" 1'-9"V 1 1/4" (FEET)CU,YD. 8- 2'-3' 3'-0- 2'-6" 1'-6 2'-6" 1 1/4" 11 1/4' BEND 2'-9" 3'-9' 2'-6- 2'-0' V-0" 2- L 12" 3' -0"4' -3"j3' -0"2'-3",7-6"j' 2" H 18" 13'-6'".5'-6"3'-.3'3'-0"4'-6"21/2- 90 2.50 4" I - 6'1 - 6 - -3- 2' -0 -6" V-6' 2'-8" 1 114- 0E: 8- 3'-0- 4'-3" 2'-6"] 2'-6" S-3" 2' 22 1/2' 10" 3'-3" V-0" 3'-0" 2'-9" S-9- 2" 2.60 12' S-9" 6'-3" Y-0- S-6- 4'-31 2" 5 18" 5'-0 7'-6" S-3- 4'-0- 5'-8" 2 1/2 1.50 4" - 6- S-0" 6'-0- S-0- S-3- S-3- 2 1/4" 2.00 8- 3'-6" 6'-6" S-0" 3'-8" S-9" 2 1/4" 45' 10" 4'-6" 7'-6- V-0- 4'-3" 5-0" 2 1/4" 2.50 12" 5'-3 9'-0` 3'-3' 5'-01 V-9" 2 1/2-1 L 18" 6'-6" 11'-0 V-9" W-017'-,3"12 1/2'1 CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1" NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT 1 ' T HICK P/4' LATEWASHER 3/4" ANCHOR BOLTS 12" BENDS & UUNUNLIL CLASS LARGER C SECTION NOTE: STANDARD 90* HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -4 H:\15\V152000\DRAWINGS\PLAfJ SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS\V1520000D3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:55 PM LAST SAVED BY: DREARDON GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. come FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4',M1\1 INITIAL BACKFILL UNSTABLE 8" SOIL -,,- MIN. MIN. -GRANULAR FILL AS APPROVED BY ACSA S 0 __ST BLE SOIL 0rROC- NOTE ZSTA13LE SOIL OR ROCK- 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATIONc BEDDING N TS Fl G. W- 2 TD -2 NOTE: RESTRAINED JOINT FITTINGS. 42 Minimum Certification of 95% compaction required Galvanized Steel Beam, W12 x 14 (min. size) 3 min, penetration into undisturbed 45* soil , or as approved by the ACSA. Side View 4- 1)4. 4 M TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B TD -5 FOR ALL BENDS -ft 45 min 45' MIN SECTION 1-1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO --- ACCOMMODATE ANCHOR ANCHOR IF REQUIRED. M! BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET)CU,YD. Phone: (540) 349-4500 (FEET) CU.YD CONCRETE SHALL BE POURED ON BEND 4. THE L H T L H T REVISIONS PER 90 2.50 2.50 3.01 0.24 0E: 8130/18 REVISIONS PER RTY 4" & 6" 45 2.00 2.25 2.60 0.15 U) < Fjj 5 1 915/18 A CSA COMMENTS 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 L 90 3.66 3.16 3.21 0,48 8" 45 2.66 2.66 2.77 0.26 Z < < < z < 7- 22 1/2 1.66 216 2,69 013 3.16 1 2.91 2,615 0.32 11 1/4 l 1.66 216 2.67 0.13 > < D E it, 1 90 4.83 3.83 3.42 0.83 LI: L, 0 < 0 0 Lij t Et a 10" & 121, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2,33 2.58 2.86 0.24 11 1/4 1.83 2,33 2.84 0.18 0 0 qLL 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES COMMENT SIZE, DEAD ENDS AND AT VALVES. 003117 2. USE 2500 P.S.I. CONCRETE. Phone: (540) 349-4500 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF COUNTY COININIENTS ALL THRUST BLOCKS. 6!28/13 REVISIONS PER < 0 CONCRETE THRUST BLOCKS NTS F1 G. W- 3 FD -3 8" X 6" TEE BASE AND THRUST CONCRETE BLOCK AGAINST TV &;J1 2500 P.S.I. CONCR UNDISTURBED STABLE SOL_ STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,T,S. FIG. W-4 TD -8 REVISIONS EV FRTDA TET COMMENT BY BY 003117 R, -VISIONS PER RT Y Ty ]R X Phone: (540) 349-4500 COU / NTCONINIENTS Fax: (540) 349-0321 VA@Boh1-,9rEng.coT___j REEViSIONS PER 2 3,17118 COUNTY COININIENTS RTY 3 6!28/13 REVISIONS PER < 0 j CO COUNTY COMMENTS 0E: 8130/18 REVISIONS PER RTY 0 VDOT COMMENTS U) < Fjj 5 1 915/18 A CSA COMMENTS < _j _j [ 67 912 - 8/18 P, FOAPPROVAL i RTY < < O< < U) 0 1 S 1 CGH!'ATU R, E RTY 1 SUBMISSION 1 L Ljj Z < < < z < 7- __j >_ >: C� �Z, > > < D E it, coo T (D - 5 5 t 7 LI: L, 0 < 0 0 Lij t Et a 7� _j Q) LK M Y) Z U -zS> 1> 11 0 0 qLL o LU >- < :rj 7 LU < < 2i >-:1: Z _j ZUJ a- �E cl� LU I<- 0 0 0, 1Z 0}}< U) > I Ra Lij Lj 0 LiW :I: W �, I '2 REVISIONS EV FRTDA TET COMMENT BY BY 003117 R, -VISIONS PER RT Y Ty ]R Phone: (540) 349-4500 COU / NTCONINIENTS Fax: (540) 349-0321 VA@Boh1-,9rEng.coT___j REEViSIONS PER 2 3,17118 COUNTY COININIENTS RTY 3 6!28/13 REVISIONS PER RTY CO COUNTY COMMENTS 4 8130/18 REVISIONS PER RTY VDOT COMMENTS REVISIONS PER 5 1 915/18 A CSA COMMENTS RTY [ 67 912 - 8/18 P, FOAPPROVAL i RTY 71013 1 S 1 CGH!'ATU R, E RTY 1 SUBMISSION 1 L KNOI WHAT5S BELOW ALWAYS CALL 811 BEFORE YOU DIG Ifs fast. It's free, It's the law. PPROVED FOR f-n C-NISTRUCTION PROJECT No.: V152000 DPAIIIMN BY. EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: NOT TO SCALE PROJECT: RMM OAD IMPROVEMENT PLAN FOR STATE ROUTE 643 POLO GROUNDSROAD STELLA LANE AND ARIC"HER AVENUE OF SITE ROUTE 29;'37EMIN UI LE TRAIL RD AND ST ATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 7" y F = y TM IIER E N 6, 1 -(,T G 8 BLACWVVELL PARK LANE, SUITE 20.1 ItIARRENTON, VIRGINIA 20`186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@Boh1-,9rEng.coT___j AkIl " i & 4_- --,, M"06P P _04, J, " 6 S g/ RUN Y. WR Lic, No, 0402056625 1-71 OA -1, 10130/-18 ;Pv, pa a A' WATER DETAILS S HE E T N'Ll IA B E R: M L H:\l5\Vl b2(JU(1\UKAVVINCiS\PLAN SL I S\dtUI IUN l\KUAU IMKKUVLM LIN I YL IV - YULU UKUUIVUJiV IULUUUUUS.UVVI YKIIV I tU tlT: UN—U1V IU.6U."16 L "IL 0U YM L—I JA—U tlT: UKLAKUUIV FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA 21-0)7 STREET SURFACE OR NON -PAVED AREA RUBBER COATED STEEL DATE STEPS CAST IN PLACE 4 3'-0" MIN PRECAST REINFORCED :. 1 2�_ CONCRETE SECTIONS- MIN WITH ACSA APPROVAL. "0" RING SEALS 16" MAX 10/26/17 MINIMUM ELEVATION THE DROP CONNECTION SHALL BE DIFFERENCE ACROSS M.H. 5" 4) --w-1 -o-0. 5. -a FROM INLET TO OUTLET DUCTILE IRON PIPE (CLASS 50) SHALL BE 0.20 FEET, 317/13 CONCRETE DEPTH OF FLOW FILLETS VARIES CHANNEL TO BE A 3/4 DIAMETER OF COMPACTED BY HAND TAMPERS OR CONTRIBUTING 6126/18 :4 A. SEWER. :d T TA A FILLETED INVERT FOR A SMOOTH 4 12" TRANSITION OF FLOW BETWEEN I STONE, INLET & OUTLET PIPE SHALL BE pf PROVIDED. MIN, 6" BEDDING NOTE W/ NO, 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. ACROSS M.H. FROM INLET TO 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. OUTLET SHALL BE 0.20 FEET TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN FRAME & COVER SEE FIG. S -1-D, E V-0" MAX N. T. S FIG. S -I -A TD -25 SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL� 2'-0" 3/4 DIA OF LARGEST 711� PIPE IN MANHOLE MIN. 6' BEDDING WITH NO. 68 STONE NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE DROP CONNECTION WITH STEEP INCOMING SLOPE NTS FIG. S -1-C1 TD -29 H:115\V152000\DRAWINGS\PLAN SETS\SECTION 1lROAD IMPROVEMENT PLAN- POLO GROUNDS\V1520000D3.DWG PRINTED BY: DREARDON 10.30.'18 @ 12:55 PM LAST SAVED BY: DREARDOfJ 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 12" FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND LTJ 0 t N OTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN MA STEP A II NTS FIG. S-1-8 TD -27 NOTE: MIN, 60' DIAMETER MANHOLE REQUIRED, DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER BOOT. —x= GASKETED L STOP COUPL11110 27' - i PPET F STRAPS (S STEEL) `PAC'D EVERY 2' VERTICALLY ___90' RES TRABI]ED BEND P PIPE SEWER INFLUENT PIPE MAIN SEWER PIPE PROFILE MIM 6' 2EDE11NG WITH NO, 68 S'lONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL, 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7, MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S -11-C2 TD -30 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA k I RUBBER COATED STEEL STEPS V-011 2�-O" MAX CAST IN PLACE 2� PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5 BACKFILLED IN 6 LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING L_ 16" MAX <Z>- STONE, 5" 12"MIN 12"MIN MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIE n OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN �1 A INLET & OULET PIPE SHALL BE PROVIDED. J, 12" PIPE IN MANHOLE U1111 R O -M BEDDING —3/4 DIA OF LARGEST MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1-C TD -28 co E E NB > (n E m L_ 0 — In f)� — 0 V) frl Lj = 0 cq E Ld 01- U) bi cr E x :5� ZD (n bi 00 0 LIrte,D c' _j -i _j n 0 y L, 90 u= - n E�Lj y L___� I— - - U) IR 9 (n 0 -a- 'Wd W cc: > 0 0 cn W � E < r7cr 0 0 z yj F5 E 1 --N F �\N N, E 0 00 LO cq LO r) to Za E cq WU) < uE cn j (a Ld -a: I 0 0 T_ a_ N. P, '_ 6 EE E < -It il) -00 E- E Li E2 0't_j a C'4 to 00 _ntsv E CID E "I Om -zo < :5 0 F -i - 0- - I- E E < E C) E E :S E (0 E 6 (m r-- 0 E E LIJ co N 1* fj) TO - W ;; r- Lu Ncq W co 2 CA < LL \\LL 0 0 'F AL MANHOLE FRAME & COVER N. T. FIG S+D TD -31 z a z X < 2-T Ld < E _: F 0 -J , ;­- 0 0':c In ER O D_ < 5�i -i < < __j -1 < <0 < cr u < I-- W 0 ts (D � ev -;,,o 4, LLI < d S < < >i < cr� LLJ -0 LLI ED > L9 < LLJ > om 77' ><I— 2� < rn w0 w 'u A. 1-- 0 F I- I- I- 0 di Lu < 0 0 Lli 33it it 2-- o o 0 < gs it l u uj <:�E Z >- z < ��-; �L z Ii, a- of t4 -2 Lij J -- D� 11� z 0 0 Ej uj V� >- >- , 0< g a- W 0 W Ii -I 1 1 �E D Z C2 Z Z Z E_ q-, — IQ R0-7 1 _NTSI 171SIONS -S REV DATE COMMENT A FITTING MAY BE REQUIRED :. REVISIONS PER WITH ACSA APPROVAL. 1 10/26/17 COUNTY COMMENTS THE DROP CONNECTION SHALL BE 3'-0" MIN 0' MINI I -ax: j540) 349-0321 REVISIONS PER DUCTILE IRON PIPE (CLASS 50) 2 317/13 COUNTY COMMENTS BACKFILLED IN 6" LAYERS AND A 5" COMPACTED BY HAND TAMPERS OR -3 6126/18 COUNTY COMMIENTS BACKFILLED WITH SELF -COMPACTING "'11 S 1 -0 N S PER STONE, 14M IN M pf ',"DOT COMMENTS RTY ,. 16" MAX PER MINIMUM ELEVATION DIFFERENCE 5" T ACSA COMMENTS ACROSS M.H. FROM INLET TO 6 A FOR APPROVAL OUTLET SHALL BE 0.20 FEET L\ 12"MIN 12"MIN SIGNATURE A FILLETED INVERT FOR A SMOOTH VARIES I Z\ SUBMISSION TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE I> PROVIDED. FITTING DIMENSION VARIES WITH SLOPE. L m I> 12"j"' rj� 3/4 DIA OF LARGEST 711� PIPE IN MANHOLE MIN. 6' BEDDING WITH NO. 68 STONE NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE DROP CONNECTION WITH STEEP INCOMING SLOPE NTS FIG. S -1-C1 TD -29 H:115\V152000\DRAWINGS\PLAN SETS\SECTION 1lROAD IMPROVEMENT PLAN- POLO GROUNDS\V1520000D3.DWG PRINTED BY: DREARDON 10.30.'18 @ 12:55 PM LAST SAVED BY: DREARDOfJ 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 12" FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND LTJ 0 t N OTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN MA STEP A II NTS FIG. S-1-8 TD -27 NOTE: MIN, 60' DIAMETER MANHOLE REQUIRED, DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER BOOT. —x= GASKETED L STOP COUPL11110 27' - i PPET F STRAPS (S STEEL) `PAC'D EVERY 2' VERTICALLY ___90' RES TRABI]ED BEND P PIPE SEWER INFLUENT PIPE MAIN SEWER PIPE PROFILE MIM 6' 2EDE11NG WITH NO, 68 S'lONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL, 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7, MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S -11-C2 TD -30 FRAME & COVER SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA k I RUBBER COATED STEEL STEPS V-011 2�-O" MAX CAST IN PLACE 2� PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5 BACKFILLED IN 6 LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING L_ 16" MAX <Z>- STONE, 5" 12"MIN 12"MIN MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIE n OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN �1 A INLET & OULET PIPE SHALL BE PROVIDED. J, 12" PIPE IN MANHOLE U1111 R O -M BEDDING —3/4 DIA OF LARGEST MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1-C TD -28 co E E NB > (n E m L_ 0 — In f)� — 0 V) frl Lj = 0 cq E Ld 01- U) bi cr E x :5� ZD (n bi 00 0 LIrte,D c' _j -i _j n 0 y L, 90 u= - n E�Lj y L___� I— - - U) IR 9 (n 0 -a- 'Wd W cc: > 0 0 cn W � E < r7cr 0 0 z yj F5 E 1 --N F �\N N, E 0 00 LO cq LO r) to Za E cq WU) < uE cn j (a Ld -a: I 0 0 T_ a_ N. P, '_ 6 EE E < -It il) -00 E- E Li E2 0't_j a C'4 to 00 _ntsv E CID E "I Om -zo < :5 0 F -i - 0- - I- E E < E C) E E :S E (0 E 6 (m r-- 0 E E LIJ co N 1* fj) TO - W ;; r- Lu Ncq W co 2 CA < LL \\LL 0 0 'F AL MANHOLE FRAME & COVER N. T. FIG S+D TD -31 z a z X < 2-T Ld < E _: F 0 -J , ;­- 0 0':c In ER O D_ < 5�i -i < < __j -1 < <0 < cr u < I-- W 0 ts (D � ev -;,,o 4, LLI < d S < < >i < cr� LLJ -0 LLI ED > L9 < LLJ > om 77' ><I— 2� < rn w0 w 'u A. 1-- 0 F I- I- I- 0 di Lu < 0 0 Lli 33it it 2-- o o 0 < gs it l u uj <:�E Z >- z < ��-; �L z Ii, a- of t4 -2 Lij J -- D� 11� z 0 0 Ej uj V� >- >- , 0< g a- W 0 W Ii -I 1 1 �E D Z C2 Z Z Z E_ q-, — IQ R0-7 1 _NTSI 171SIONS -S REV DATE COMMENT BY :. REVISIONS PER 1 10/26/17 COUNTY COMMENTS RTY I -ax: j540) 349-0321 REVISIONS PER VA@BohlerEng.com 2 317/13 COUNTY COMMENTS RTY REVISIONS PER -3 6126/18 COUNTY COMMIENTS RTY "'11 S 1 -0 N S PER 4'1� pf ',"DOT COMMENTS RTY 5REVISIONS PER RTY ACSA COMMENTS 6 9128118 FOR APPROVAL RTY SIGNATURE 7 '1 /30/18 SUBMISSION RTY KN01Af'V11HAT'S BELOW ALiAlAYS CALL 0`11 I1 O_ YOU DIG I's fast i1`3 free. Ifs the law. cEgm PROJECT No.: V 172-0 00 DRAWN BY: EEN CHECKED SY: RTY DATE: 10/05113 :CALF: NOT TO SCALE PROJECT: ROAD IMPROVEMENT KAN F 11-11P,. - STA 1 TE -111,,j0F 1 E 67 1, J 1 3 POLO GROUNDISROAD, STELL,"\�. LANE AND ARCHERAVENUE LOCA710PT OF SITE ROITE 29SEi'vIINOLE TRAIL RD I'A.T-E ROUTE ANI S 4 POLO GROUND. -S ROAD r CHA' RNOTTESVILLE ALUCIVIAKLLC COUNTY, Y, VA FRNPAN1 Y Uri -EER - U Licm Nc), 0402056625 4 10/30/18 IN SHEET TITLE: y y EWER DETAILS Arl-I O :. 12 BLACrWELL PAiRi� LANE, SUITE 201 �ALAFIPN f-41TOil, V5411GINIA 20186 PhlOrIr. Q540) 34'500 I -ax: j540) 349-0321 VA@BohlerEng.com FRNPAN1 Y Uri -EER - U Licm Nc), 0402056625 4 10/30/18 IN SHEET TITLE: y y EWER DETAILS Arl-I A.93, ADAPTOR 1#1TH PLUIG ASTM D-'.681 SCHEDULE 40 OP WtNG-NUT PLUIL, (4) 1" (25mm) DIA HOLES ON 1" 32 3 27 1/2- DIA ,�4" (834mm) DLA [38mm C BOLT CI CLE. [699mm] 07 26 1/4- DIA [667mm] 178mm] F YZA J24" DIA [606mm] IL 28 7/16- DIA 5/8- [722mm] [1 6mm] 36" DIA 26" 0 0 [914mm] [650mm] 1 1/2' FRAME SECTION 13/16" [38MM] � F [20mm] 2" (51rnm) LEITERS 1. (RECESSED FLUSH) 3 1/8- l \A A [79mm] El 2 1/8- 3 13/16" 0 22 13/16 [97mm] [579mm] [54MM]0 25" 1 3/8 1 [635mrn] 0 11/161" [35mm] 9/16- O.D. OF GKT GROOVE _F CAM BOLT [17mm]- r [14mm] SECTION VIEW 1/4" (6mm) DIA SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 1800" (RUBBER PART# 00981045 SCW 2) CORED i 6_� 1 5/8-1 2) BLT HEX 5/8-11X3 1/2 SS PICKBARS l5mml C �2400] [41MM] PART# 00981250 2 6,MJJN J_ , /Z (2) WSHR 5/8 ID 1�50 OD SS 6 m , �.63 DIA. STAINLESS STEEL ROD PLAN VIEW1 1/8" (29mm) DIA BOSS [113�mrnl PART# 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK A il PART# 00981284 1 All MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2: ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981225 31 COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILAR ASSEMBLY. � (2) 1935R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S+E PRIVA -LID MARKER "S" . ............. 101, MIN Ry DON,UT j4j P ,jt4 G v 14� DIAMETER SHALL BE SPEr-WIED rlN 1HE PLANS NOTES' 1- GLEPNOUT MAY ALSO BE iNSTALLED '4VI_1�14, 1RON SOD'V SCREW WITH ONE INC,j or- LEA0 POURED IN PLACE & 41SOLKED I 'E, j ON 1450E1 7 0E Srl;,E EDG CLEANOUT SHALL RSUITABLY 6R.ACEECa "dA TH Zx 4 " CROS$ PI ' E E)KTIENDECYI OVER & HAVING SOLID BEARING AT LEAST ONE F ( 01 T OLN EACI;l SIDE OF DITCH 3. CLEANOOT 'W'IfE AND RISER SHALL SE CONSTRUCT.Eb OF THE SAME MATERIAL THZ MAIN ljh1L,ESS` 0THtRWj8E, SPECIFIED. TYPE liN1 Xvc07 ROAD NfqD BRIDGE STANDARDS ------- 1 rr 1 RVVISION DATE 14 TD -32 STATJDARD VS-ITYPE "CT FRAME R41 ClDvlp DIAMETER SIIALL BE 5PEQ4KtED, QN THE POANS, PIPE SHALL EX"EOLD BEYOND C-LF-4,10VT Box, BEFORE BEING OLUGGED, IF APPLJGA&Lyl. --A tj NOTES; W, I. CAST IRION rRAML AND COVER SHN-L BE SUfFirIIENTLY TRUE To A PL: INE 0') - .3URFACE, Vj THAT TOP-, WILI.. NOT 130i4 K + L,EANjqlW T YE AND RI SFR-71-01AILI, FE CNNS OTM."Cri OF TETHE SAME MATERIALS, 3 AS TIS' MAJIN Ukt-ILEOTHERWISF _ZP'FIA­FIEF- _ SEWER CLEANOUT V1fic3IN�A DEPARTMENT OF TRIOMPORT ATION H:\15\V1520001DRAVJINGS\PLAN SETS\SECTION 1\ROAD IMPROVEMENT PLAN -POLO GROUNDS1V1520000D3. DVi/G PRINTED BY: DREARDON 10.30.1 e @ 12:55 PM LAST SAVED 8Y: DREARDON sprcncATiom 5 1 36' MIN, if SEWER SERVICE LATERAL CONNECTION NOTES: 1 WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", 5. ALL. SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. I MAIN LINE 2' MIN SALT TREATED FINISHED GROUND 2 x 4 MARKER 0,25' MIN, THICKNESS STEEL CASING SEWER SERVICE LATERAL CONNECTION FIG, S-2 TD -33 ROADWAY PAVEMENT COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS 36' MIN, CONCRETE FILL BOTH ENDS SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG, S-5 EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36"MINI 24"MI Ilm —0 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) T 3HOROUGHL)/ COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ��ALL 'PIPE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYRICAL SEWER PIPE INIDTALLATION IN TRENCH NTS FIG. S-3 TD -34 VDOT CLASS 5' MIN, RIPRAP (TYP) 2'-0" �5' 1 3 'MIN."I 6z' 6 'PIPE O.D. 12" - CONCRETE ENCASEMENT REM SECTION A -A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF BANK EXCEEDS 1 TO 1 A 17 � I /Ar VDOT NO1 STONE BEDDING MAX. 1 1 I=I I.. T( 11! ifli 1 UNDISTURBED MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3% THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP, SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD -38 X < 0 �R ( 0 -) , < z 0 zI p L , _Llu� < g: c, _<_1 U) < R 7 >: 7- < C, CD Z < LLI_ > ><00wLj< -, [L (3 r 0 - 5 -1 _j5 E 5 U, 0 ;�� 0 0 E ¢ -1 U) Er: M U) Z0 ooh 0 0 < a a. 3: _zq LU >- <f J LIJ < - z rid A Z Lu Lu 0 ct < 0 0 0 LLJ Uj 5- >- Lu sr < Zt, - 4 7__=� 4 q- Lu 0G�U Lu S Lu Lu 1� �� .,] 1- 9 - '11) �7 z 0- z 41A REVISIONS REV -0' 1 2'2 -0' 0Z 8' 2'-0- ' 1 7' OR 8 BY -0, DUCTILE IRON PIPE REVISIONS PER 18, OR 20' JOINT OF D.L 3 10,26 117 (RESTRAINED JOINTS) RTY r NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 3 8126/18 2, ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE, 8130/18 SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG, S-5 EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36"MINI 24"MI Ilm —0 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) T 3HOROUGHL)/ COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ��ALL 'PIPE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYRICAL SEWER PIPE INIDTALLATION IN TRENCH NTS FIG. S-3 TD -34 VDOT CLASS 5' MIN, RIPRAP (TYP) 2'-0" �5' 1 3 'MIN."I 6z' 6 'PIPE O.D. 12" - CONCRETE ENCASEMENT REM SECTION A -A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF BANK EXCEEDS 1 TO 1 A 17 � I /Ar VDOT NO1 STONE BEDDING MAX. 1 1 I=I I.. T( 11! ifli 1 UNDISTURBED MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3% THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP, SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 TD -38 X < 0 �R ( 0 -) , < z 0 zI p L , _Llu� < g: c, _<_1 U) < R 7 >: 7- < C, CD Z < LLI_ > ><00wLj< -, [L (3 r 0 - 5 -1 _j5 E 5 U, 0 ;�� 0 0 E ¢ -1 U) Er: M U) Z0 ooh 0 0 < a a. 3: _zq LU >- <f J LIJ < - z rid A Z Lu Lu 0 ct < 0 0 0 LLJ Uj 5- >- Lu sr < Zt, - 4 7__=� 4 q- Lu 0G�U Lu S Lu Lu 1� �� .,] 1- 9 - '11) �7 z 0- z 41A REVISIONS REV DATE BY 28 BLAS ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 REVISIONS PER Phone, (540) 349-4500 3 10,26 117 COUNTY COMMENTS RTY 2 2--17/18I -C)UNTY CONIMEi"TS RTY 3 8126/18 REVISIONS PER RTY - COUNTY COMMENTS 4 8130/18 REVISIONS PER RTY VDOT COMMENTS 5 9frll8 REVISIONS PER RTY COMENTS M 6 9/28/18 -A-CSA FOR APPRONIAL RTY 7 1l/=10/18 SIGNATURE RTY KNOW WHAT 13 BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. A, P- PP 'RF, 101 VVIE-F D� F 0 R Cr I O!r C 0 NUST R U T 10 N PROJECT No-: V152000 DRAVVN BY: EEN CHECKED BY: RTY DATE: 10/05/18 SCALE: NOT TO SCALE CAD I. D.: OD3 MPR OVEMENT P LLAN FOR STATE ROUTE 643 POLO GROUNDS ROAD, EE'Ll, LANE AND A Z-1RCHER AIMIIST UE Lvim- 7l JOINT OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA SANITARY SEWER D Imo., lR A 11, 11, S SHIEST N'l UN -18 Er: R: gn I C 1 111 2 E I N 0 28 BLAS ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone, (540) 349-4500 Fax: (540) 3400321 SANITARY SEWER D Imo., lR A 11, 11, S SHIEST N'l UN -18 Er: R: gn I C FAINIfflumm malffiliffim 238' BETWEEN INTERSECTIONS IMITS OF ISTURBANCE OL 0 n, WB 50 RIGHT TURN MOVEMENT AT ROUNDABOUT HA15\V152000VRAVVINGSXPLAN SETSASECTION 1\ROAD IMPROVEMENT PLAN- POLO 3R0UNDMV152000TT3.DWG PRINTED BY: DREARDON 10.30.18 @ 12:56 PM LAST SAVED BY: MGIBSON PROP. ROW MWIRRAM ummmom mmasmom 4 �, 4M8 60V 180 PD ,F� miffamm IMITS OF ISTURBANCE PROP. —VEHICLE PATH C --- 238' BETWEEN INTERSECTIONS R3 .8'R R4 X e� EO W 0� ED cli 0) 0 EL FASTEST PATH DIAGRAM PROP. CG -6 0100 741 AM tl R41 1 VEHICLE PATH 3 1 0 1 1 5 7 5 0 30 WB 50 THROUGH MOVEMENT AT ROUNDABOUT ___L,4.,n DATE x BY tl /0125/17 REVISIOINIS PER RTY 0 < 0 Z2! COUNTY COMMENTS Z D g 3/7,118 LL:, waqaq -0 u- F -j E yT < _j Do 6126,118 REVISIONS PER F U < ow2 COUNTY COMMENTS 4 8130/18 REVISIONS PER I K ""j � R_5 4 << < < RTY ACSA COMMENTS Llj mLL� 9/28PI8 FOR APPROVAL RTY 7 1013011 a > , 0 0 Li Lu < RTY 100 SS CIE om 10 - �,5 F ,: LL, a] 0 -ii �<:i 0 co - ED U) Z Q 0 0 > LLI D � 'OLoZO >0 F6 3� D_ 1 0 . _11 LJ C2 z z z 4> RI VISIONS REV DATE COMMENT BY tl /0125/17 REVISIOINIS PER RTY COUNTY COMMENTS 2 3/7,118 REVISIONS PER T—COUNTI(CONIMENTS RTY 6126,118 REVISIONS PER RTY COUNTY COMMENTS 4 8130/18 REVISIONS PER RTY VDOT COMMENTS 5 9/5/18 REVISIONS PER RTY ACSA COMMENTS 6 9/28PI8 FOR APPROVAL RTY 7 1013011 a SIGNATURE RTY SUBMISSION ,KhIOIPY: V'V'HAT`3 BELOW ALIjAJAY S CALL US 11 BEFORE YOU DIG It's fast. It's free. It's the law. TAPPROVYED FOR C 0 N S3T R U 'C;'T 10 N =1520�00 D RA .-FN BY: EEN CHECKED BY: RTY DATE: 10/05118 SCALE: CAD I D TT3 PROJECT: ROAD !MPROVEMENJIL P J, !"i N FOR STATE ROUTE,643 POLO GROUNDS ROAD, STELLA LANE AND ARCHIEER AVENUE 1DT-,,T,,01q SITE ROUTE 29 SEMINOLE TRAIL RD AND STAT-EROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T11 7111 e1C. sm, a 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax (540) 3450321 VA@B0hler Eng.co m -- N YA R )Pi Lic. No. 0402056625 10/30/1 -A" A EET TRUCKTURN AND FASTEST PATH PLAN SHEET NUMBER,