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Home My WebLink AboutSUB201600033 Plan - Approved 2016-03-22I�' �� .0111 6..�� 11�� \ 11 ' 1f�' �� \ I �:. 11_EN"F.ALAA A - M__ " E-A N D m EA N r 13�� IIS .�"ll 1 S"ll 11"' EF-.,, "ll s "rA r - I D CONTACT INFORMATION REFERENCES �o1111n In A n\/ O M A YH HAI TA n1I—I-- -AL I A/AGSM LAND I I I LE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97-159 DATED: MARCH 3, 1998 (REVISED: JULY 8, 2003) A(1Cr1TCr1LJAl1(1AI r3E!Mrin T. "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID -ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 ♦7(IAIIRIr1_ ADDI Ir`ATIrIP.I DI AAI ARACAIMRACPIT. "ZMA #F2UU9-UU1 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED: AUGUST 31, 2012) ♦FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED: DECEMBER 14, 2012) ♦CRITICAL SLOPES SPECIAL EXCEPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 •IIA/ATFL? DQnTGf TIr1Nl nDnIAIAAiI`G- "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED: APRIL 10, 2013) ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V1220011 DATED: NOVEMBER 26, 20131 BENT CREEK BRIDGE PLAN: "PROPOSED BRIDGE ON BENT CREEK ROAD OVER MOORES CREEK" PREPARED BY: DANIEL R. DEAN DATED: JANUARY 27, 2015 RETAINING WALL PLAN: "ANCHOR VERTICA SEGMENTAL RETAINING WALLS - 5TH STREET STATION - ALBEMARLE COUNTY, VIRGINIA" PREPARED BY: CIRCEO GEOTECHNICAL ENGINEERING DATED: NOVEMBER 20, 2014 (REVISED: JANUARY 5, 2015) BOTTOMLESS ARCH CULVERT PLAN: "SUBSTRUCTURE AND COLLAR DESIGN CALCULATIONS FOR MAP 26'X 13-1 WITH 33' COVER BOTTOMLESS CULVERT AT 57H STREET STATION BENT CREEK PARKWAY" PREPARED BY: STRUCTURAL ENGINEERING SOLUTIONS, LLC DATED: FEBRUARY 17, 2015 (REVISED: FEBRUARY 26, 201 5) GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972-4126 UTILITIES ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 GEI IERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES MA TAX MAP PARCELS 076M 1 -00-00-002A0 076M 1-00-00-00260 076M 1-00-00-004A0 07700-00-00-011 E0 LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA S LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' ♦OWNERS: 5TH ST. STATION VENTURES, LLC. 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692-8300 CONTACT: DANIELS. TUCKER AVON HOLDINGS, LLC 1209 NORTH ORANGE STREET WILMINGTON, DE 19801 *APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245-4932 CONTACT: ALAN TAYLOR 5TH ST. STATION VENTURES, LLC 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692-8300 CONTACT: DANIEL S. TUCKER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX Fi O SHEET NUMBER FRYS 1 GENERAL NOTES SPRING 9s 4A -C GRADING PLAN 5A -C - ya LL O'at 'Op Hr VIL so W ST o rn Arenu 1 BENT CREEK ROAD AND SIGHT DISTANCE PROFILES 4s e VI EUV o Park WV Q EROSION AND SEDIMENT CONTROL PHASE III • s � � 9A -C y 4 TROEANOIOST ti��'r h// �.i _Ii0 _ .• �Q� r N OR ppt� m/ � � .�°�i ac#t�o`, ,-�.'•`' Sqa a /�� Nin 9 ARCH CULVERT COMPUTATIONS 11K LL G Y 11L WATERLINE PROFILES J r TYPICAL ROAD SECTIONS 13A -B INTENTIONALLY OMITTED 14A -B MESA RETAINING WALL DETAILS 15 CONSTRUICTION DETAILS 16A -C ACSA WATER DETAILS DOy� it 1 18A -C 't/+opt TRY 19A -B I••1 Z ooCOao=. r yF o 631 s Charlottes I e -Albemarle w T 'y' yoJo' Se rCom le u .o. Comple x eim o� '�oF '7 ms o OAIb o: F76LL FOxxrnuyuCT fi� :wit„ 5 e QC � `�• IN ,.: �;" "'tea � .,R,,�....�'k=3',,•t:, W w♦♦�♦� S Dict /wlhr ' r 5 yw LL NDRID I N SO NOOD R no Lake I,fs ES7P MHP �a LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' ♦OWNERS: 5TH ST. STATION VENTURES, LLC. 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692-8300 CONTACT: DANIELS. TUCKER AVON HOLDINGS, LLC 1209 NORTH ORANGE STREET WILMINGTON, DE 19801 *APPLICANT: RIVERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245-4932 CONTACT: ALAN TAYLOR 5TH ST. STATION VENTURES, LLC 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692-8300 CONTACT: DANIEL S. TUCKER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2-3 SITE AND UTILITY PLAN 4A -C GRADING PLAN 5A -C BENT CREEK PARKWAY ROAD PROFILE 6A -C SUPER -ELEVATION TABLE 6D BENT CREEK ROAD AND SIGHT DISTANCE PROFILES 7A SIGHT DISTANCE PROFILES 7B -F EROSION AND SEDIMENT CONTROL PHASE III 8A -C LANDSCAPE PLAN 9A -C LANDSCAPE DETAILS 10 STORM PROFILES 11A -G STORM COMPUTATIONS 11H -J ARCH CULVERT COMPUTATIONS 11K ARCH CULVERT CROSS SECTIONS 11L WATERLINE PROFILES 12A -C TYPICAL ROAD SECTIONS 13A -B INTENTIONALLY OMITTED 14A -B MESA RETAINING WALL DETAILS 15 CONSTRUICTION DETAILS 16A -C ACSA WATER DETAILS 17 SIGNAGE AND STRIPING PLAN 18A -C MAINTENANCE OF TRAFFIC PLAN 19A -B APPROVED Community evelopment Department Date zZ/t l� File 5 v,3 ;fit LV I'-- REV ISSUED FO]RX COMMENT L CONSTIRUCTIO 5/15/14 PER COUNTY COMMENTS SIGNATURE DATE SIGNATURE DATE 2 Ld SIGNATURE DATE DRH rk THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR APPROVAL aQa FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES 10/1/14 PER COUNTY COMMENTS BEPC PROJECT # 5 Wa REVISION DATE: DRH 6 3/12/15 FOR APPROVAL D�>O APPROVED Community evelopment Department Date zZ/t l� File 5 v,3 ;fit LV I'-- REVISIONS REV DATE COMMENT L s 5/15/14 PER COUNTY COMMENTS DRH 2 Ld FOR APPROVAL DRH rk 8/14/14 FOR APPROVAL aQa � 10/1/14 PER COUNTY COMMENTS DRH 5 Wa FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL D�>O 7 3/25/15 FOR APPROVAL W 8 g om DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) W O J W o a ��I-g o I••1 Z ooCOao=. �o O m I -(n5 LL IL wN W w♦♦�♦� S gR 1 LL o<2 a �a w O d a 0 z o O > �a� w U p qe�-0Fa Z _� oP Y > m'Z°L odC z H Q O J H m s Om02w U a � U U i ��♦ V ZN 6 �w w� � ¢o C� W W o O U U N z e U z ti W U U P4 z Q ao� m b z U W w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 III DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: AS NOTED CAD I.D.: SD8 PROJECT: ROAD IMPROVEMENT PLAN AMENDMENT I FOR 5TH STIREET STATION ]BENT CIREEK PA,IJDLXKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA Rfl BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com OF V DANIEL R. HINES T�' .p Linc. No. 043176 AWAo 1/27/16 SHED ET TITLE COVEJLS SHEET SHEET NUMBER: H1 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: •" SURVEY "ALTA/AGSM LAND TITLE SURVEY OF THE PROPERTY F E O BRASS, INC"', KIRK HUGHES AND ASSOCIATES, MARCH 3, 1998, (REVISED JULY 8, 2003). • "TOPO BASE KHA.DWG", FIELD UPDATED AND VERIFIED BY KIRK HUGHES AND ASSOCIATES, RECEIVED APRIL 23, 2013. • "GEOTECHNICAL REPORT - "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS", ECS MID -ATLANTIC, LLC, MARCH 29, 2013 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 BECONSTRUCTED TO MEET ATA MINIMUM, IMUM 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. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS„ COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALIL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIIRED 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 ENTITIIES, 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, SUIBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIOI IS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITNG PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND Ik FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES 21AF 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 PAVEMENTTR S (PING 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 11j"EMOLITIO !NOTES 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 MARCH 3, 1998 (REVISED JULY 8, 2003) PROJECT NUMBER: 97-159 SURVEY - KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 APRIL 22, 2014 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TO CON JTRACTO]IR�X 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 MIODIFICATIONS, 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 (114" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING AND 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 CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE 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 0.75% 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, IN4 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 35 EXCEPT WHERE INDICATED OTHERWISE, SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR 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. LL Ld a¢a >o _ LLI 0 i.: - 0 0 (L AZO -D» - iyjI -iwao 3 a 0z m°nIt �oIL H( U LL p�2 o a aa mz r 9 (D C) ♦ =<awU O 0; VDOT GENERAL 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 MARCH 9, 2009 AND VDOT ROAD DESIGN MANUAL APPENDIX SCHEMATIC STREET LAYOUT AND COMPUTATIONS OF CONNECTIVITY INDEX 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 INSTALLEDT A 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 21B, 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 COUNTYITOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS 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. PROPOSED EASEMENT LEGEND DIRECTION SI IM - SIGHT DISTANCE T IM - STORM DRAIN SS IM L3 SANITARY SEWER IM L4 ACSA WATER LINE PA IM L5 PUBLIC ACCESS IM L6 COMMON SHARED IE IM L7 INGRESS -EGRESS PIM L8 PUBLIC UTILITY VA L9 VARIABLE WIDTH S GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I1\ FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES LINE CABLE, NUMBER DIRECTION DISTANCE L1 S 2545'15" E 45.00' L2 N 56°52'33" E 56.84' L3 N 73°44'05" E 70.94' L4 S 85°45'33" E 141.07' L5 S 72°33'39" E 61.33' L6 S 5040'06" E 64.27' L7 S 35°27'54" E 71.97' L8 S 1314"20" E 89.00' L9 S 34°50"23" E 191.43' L10 S 52'19"19" E 134.66' L11 S 38°00'12" E 138.06' L12 S 31047'38" E 131.15' L13 S 3630'32" E 88.07' L14 S 13044'20" E 90.00' L15 S 48°14"41" E 97.16' L16 S 63°48"17" E 140.01' L17 S 35°42"05" E 148.05' L18 S 60°47"53" E 65.32' L19 S 70°36"05" E 107.58' L20 S 49°49"34" E 72.30' L21 S 41'13"10" E 65.11' L22 S 87°23"59" E 58.48' L23 S 43° 13"50" E 25.59' L24 S 84°32"05" E 17.79' L25 N 65°22"01" E 65.58' L26 N 52040" 13" E 36.90' NUMBER DIRECTION DISTANCE L27 N 6347'21" E 103.27' L28 N 48°51'09" E 117.87' L29 N 72°21'31" E 40.36' L30 N 62°10'58" E 62.92' L31 N 34°23'58" E 40.98' L32 N 59°24'00" E 43.08' L33 N 45°01'13" E 68.60' L34 N 75°43'43" E 25.27' L35 S 67°14'58" E 54.07' L36 S 80°20'49" E 42.45' L37 N 70°28'28" E 60.94' L38 S 41 ° 13' 10" E 42.28' L39 S 82°17'53" E 75.19' L40 N 51'34'57" E 90.10' L41 N 29°55'52" E 94.32' L42 N 63°28'27" E 68.44' L43 N 43°23'57" E 83.99' L44 N 10°40'38" E 78.62' L45 N 35°00'11" E 151.39' L46 N 18051'49" E 133.94' L47 N 30°37'56" E 135.46' L48 N 72°56'38" E 66.81' L49 N 55°14'43" E 129.56' L50 N 57°39'54" E 20.00' L51 N 39°57'32" E 88.99' L52 N 67°17'05" E 19.76' SURVEY NOTES 1. SURVEY PREPARED FOR: 5TH STREET STATION, LLC. 2. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 3. THE LOCATIONS OF UNDERGROUND UTILITIES, AND ANY EASEMENTS OVER THEM, ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO DIGGING, TEST BORING, OR UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. LACKING PRECISE LOCATIONS OF THE UNDERGROUND UTILITIES THIS SURVEYOR CANNOT CERTIFY TO ANY ENCROACHMENTS, OR LACK THEREOF, INTO EASEMENTS THAT ARE CENTERED ON UNDERGROUND UTILITIES AND ARE NOT OTHERWISE REFERENCED TO SURFACE FEATURES OR PROPERTY LINES. 4. AERIAL TOPOGRAPHY PREPARED BY: VIRGINIA RESOURCE MAPPING 210 N 21ST, UNIT A PURCELLVILLE, VA 20132 PHOTOGRAPHY DATE: DECEMBER 2002 5. OVERLAP AREA CONTAINING 1,250 SQ. FT. AND SHOWN AS BEING A PORTION OF PARCEL 2A ON A PLAT OF HUFFMAN-FOSTER & ASSOCIATES AND RECORDED IN CO. D.B. 464, PG. 45 AND ALSO SHOWN AS BEING A PORTION OF THE. PROPERTY ON A PLAT OF O. R. RANDOLPH RECORDED IN CO. D.B. 257, PG. 47, PLAT. 6. BOUNDARY SURVEYS PERFORMED IN JANUARY 2003 AND FIELD VERIFIED IN AUGUST 2012. UTILITY SURVEYS PERFORMED IN AUGUST 2003 AND APRIL 2013. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. ACSA GENERAL WATER ANIS SEWER CONDITIONS; 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 (3) 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). /ZONING AND SINCE TABULATIONS PARCEL: ZONING AND OVERLAY DISTRICTS ASSOCIATED PLANS: MAGISTERIAL DISTRICT: PROPOSED USE: TOTAL SITE AREA: LANDFILL PARCEL AREA: RIGHT-OF-WAY DEDICATION: RIGHT-OF-WAY RESERVATION: PROPOSED IMPERVIOUS COVER: SITE AREA LANDFILL PARCEL LANDSCAPE PLAN REQUIRED: 076M1 -00-00-002B0, 076M1 -00-00-004A0, 076M1 -00-00-002A0 & 07700-00-00-011EO PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9/12/12) PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9/12/12) CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9/12/12) PROFFER STATEMENT DATED 09-04-12 (APPROVED 9/12/12) FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED 3/13/13) SCOTTSVILLE DISTRICT SHOPPING CENTER 86.90 ACRES 21.17 ACRES 211,655 SF ft 4.86 ACRES (APPROXIMATE) 121,241 SF p 2.78 ACRES (APPROXIMATE) 3.01 AC (APPROXIMATE) 1.37 AC (APPROXIMATE) YES STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET NOT TO SCALE EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE POG ONSITE PROPERTY LINE / R.O.W. LINE ADA - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - - EASEMENT LINE - POINT OF TANGENCY SETBACK LINE BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN CONCRETE CURB & GUTTER CURB AND GUTTER PVC SPILL CURB I TRANSITION CURB BLOCK PVI POINT OF VERTICAL INTERSECTION BL DEPRESSED CURB AND GUTTER --------------------------- POINT OF VERTICAL TANGENCY BLDG UTILITY POLE WITH LIGHT ------- r..T POLE LIGHT �o 14 TRAFFIC LIGHT r� `"'�� O UTILITY POLE O CF TYPICAL LIGHT R/W RIGHT OF WAY ACORN LIGHT CENTERLINE - TYPICAL SIGN CMP CORRUGATED METAL PIPE PARKING COUNTS X CONN - -170- - - ------------- 16.9------------ CONTOUR LINE 190 187 OF 5164 SPOTC5160 ELEVATIONS .0C T 516.00 BC 515.55 CPP CORRUGATED PLASTIC PIPE 5F',N •. .7 SANITARY LABEL CY SAN S/W # ' STORM LABEL X # - - -- - - SC --------------------------------- SANITARY SEWER LATERAL SL W UNDERGROUND WATER LINE W DUCTILE IRON PIPE UNDERGROUND ELECTRIC LINE E G- UNDERGROUND GAS LINE G - ----- - - ---- f?N-- - - - OVERHEAD WIRE OH TPF UNDERGROUND TELEPHONE LINE T ELEVATION UNDERGROUND CABLE LINE C _ - _ - _ - - - - STORM SEWER TYP TYPICAL S SANITARY SEWER MAIN S UNDERGROUND HYDRANT END WALL (� SANITARY MANHOLE EX (�� } STORM MANHOLE WIDE FNM WATER METER W/L WV WATER VALVE O W/M GAS VALVE E] ® GAS METER PLUS OR MINUS FG TYPICAL END SECTION m o !�'J G HEADWALL OR ENDWALL �OR� 1�! YARD INLET O # CURB INLET GH O CLEAN OUT O (� ELECTRIC MANHOLE O ('1 TELEPHONE MANHOLE O Fi ELECTRIC BOX EB T�, ELECTRIC PEDESTAL EP HEADWALL ® (MONITORING WELL INV INVERT TEST PIT �" LOC BENCHMARK LOD LIMITS OF DISTURBANCE BORING LINE OF SIGHT STANDARD ABBREVIATIONS REV FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED ARCH ARCHITECTURAL PT POINT OF TANGENCY BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE BK BLOCK PVI POINT OF VERTICAL INTERSECTION BL BASELINE PVT POINT OF VERTICAL TANGENCY BLDG BUILDING R RADIUS BM BUILDING BENCHMARK RCP REINFORCED CONCRETE PIPE BRL BUILDING RESTRICTION LINE RET WALL RETAINING WALL CF CUBIC FEET R/W RIGHT OF WAY CL CENTERLINE S SLOPE CMP CORRUGATED METAL PIPE SAN SANITARY SEWER CONN CONNECTION SF SQUARE FEET CONC CONCRETE STA STATION CPP CORRUGATED PLASTIC PIPE STM STORM CY CUBIC YARDS S/W SIDEWALK DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB DOM DOMESTIC TELE TELEPHONE ELEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT TYP TYPICAL ES EDGE OF SHOULDER UG UNDERGROUND EW END WALL UP UTILITY POLE EX EXISTING W WIDE FES FLARED END SECTION W/L WATER LINE FF FINISHED FLOOR W/M WATER METER FH FIRE HYDRANT t PLUS OR MINUS FG FINISHED GRADE m o DEGREE G GRADE 0 DIAMETER GF GARAGE FLOOR (AT DOOR) # NUMBER GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE,CURB RETURN PI POINT OF INTERSECTION � REV DATE COMMENT BY o 5/15/14 PER COUNTY COMMENTS DRH 2 L LL s DRH 3 8/14/14 FOR APPROVAL w cj 10/1/14 '4 v DRH 5 �Qa FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL o>zwii 7 3/25/15 FOR APPROVAL DRH L98 5/13/15 FOR APPROVAL DRH U AMENDMENT1 (REMOVE BUS LOOP) �Z(jFf�a wOJw�p am s�� o 1"4y 4 ti 0 0 01 !N O z m�uJ3wa W z w � �R O O 2 W a d z LL o� w o� U Z) QaJ 20- a =� g� ozo z> mz }0� w� F-1 F z O J H of U= omz¢z O � 0 T_w m o UQ0 O z z z E" -� W < W C7 z co W C7 N W M O U U F W W 902 W �o z Uoa w lZ �, U P4 zX. Q W z U W L F REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH L98 5/13/15 FOR APPROVAL DRH 1/27/16 AMENDMENT1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26113 SCALE: N/A CAD I.D.: SD8 PROJECT: (ROAD IM J13iR' 0VEd M J1"RN T PLAN AME DME T I FOR 5TH STREET STATION SENT CIREEK FDA�KWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BIOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www.BohlerEngineering.com p1.TH pF Ill 44,./y: V DANIEL R. HINES .p Lic. No. 043176 �.�0� 1/27/16 ��, NAr.1E��'� SHEET TITLE: OENEIRAL NOTES SHEET NUMBER: �k1 / \ 4 Fv • �? / P /FP cP � Fn � .l✓� GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES .R=280.00' A= 096003'02" L=469.39' CHB—S74016'3S"W CHD=416.33' Qj 1. GENERAL NOTES AND GENERAL GRADING AND UTILITY NOTES ARE PROVIDED ON SHEET 2. 2. RIP -RAP CALCULATIONS ARE SHOWN ON SHEET 111. 3. TYPICAL ROAD SECTIONS ARE SHOWN ON SHEETS 13A -B. 4. PHOTOMETRIC PLAN FOR STREET LIGHTS ALONG BENT CREEK PARKWAY HAS BEEN PROVIDED WITH THE FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS (SDP2013-00012). PLEASE REFER TO WEGMANS PLAN FOR LIGHT SCHEDULE AND FOOTCANDLE VALUES. 50 25 12.5 0 50 1"= 50' O LL S Ld o z J F�>�a -T ❑ � 0 W = Z �z�OOLL �o ,,�OZwgp G m b U) a � M.y � oo�ao= mF-uJ�LLa �W Fey F" W w ♦��♦ W o o l< a _ } z; W p� oaJ �8 U 0 Z 0 j o a z �z�� ww �mzaz Fm OJO=w o ca�UU �w r W � Z F w W AIM z WU u � C, z ° L) U X 8� z W. w U g qw u O Q omom b mo LL b W U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27116 AMENDMENTI (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELAT .:: : I THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER FRECO D i:i:: � -- � -* � � ; f 'I .",-----' E T 1�� :�: �J: �. � " " �� -�'�.' - , , NSTII '19 - i :;�; �1 .. f I , : J � I . , WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEERSHA T 11 ..I,,- I il � -1 - � 1, : ...., I J1 e : . , ; A�L--'�� * : : �!� 4 , ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE D WINGS I :.1 � u , I � :, : � : . . :- , . FIJI I CONFORMANCE WITH LOCAL REGULATIONS AND CODES- --- - - - 4 :, . . : :- 1I .1 f ! I �y III ! ... I I � I I , i- ;,: - - - - � ...... I � " I i -,� , -'--- - I I �� I � \ 1\ I 1, 'IN "....... � 11 -- . i'*1- I , I I, N�- \ I """""', � �� ; ; " ... I i. 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I . � I k % 5 I 0 25 12.5 0 - 50 i -q IF 1117-7-7-7-1 ff-, I iI,= 50' IF, REV DATE COMMENT -j 6 1 5/15/14 PER COUNTY COMMENTS umri 2 w - �,<,- 2 1 1* DRH 0 8/14/14 FOR APPROVAL < �, 0 < -!!� i 29 10/11/14 PER COUNTY COMMENTS DRH Z) , 2� FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL 02 � s s: �,ffi� 3/25/15 z�� - DRH 8 2 - ,- 0 M �j' '. _ DRH 9 u -C) AMENDMENT I I (REMOVE BUS LOOP) Lj � rn r,r o'lu naL §mu � .' r-r 1 " ;14 �T, �- 1,�.- "w,- 11 N� Z ro�-- W W ,,;� - ( . /) . w * * * * +,w - � I �- ,g k . ,!I "I [,L-) - FS w0 9 "!� , 0 2< < a_ �� E5 �' . 25 �, 9 (I'--- >: '0 w 0 * u =) << Lu �- - '0 .- .- -. .2 , ,'�;-, 5! z �2E -0 � -L Z e LL W F- �' �_ �� tq 6,7 � _ _I < =0) ,a 6) 1 E `0 <,K .0 . �:: - , , " ***** � 1. .� 0 0 cr, 9 rL E. <� �� z w � 'n 9- ? 4 . &, � ,4 u n . c� m ;j ;4 t2 �g w X cn �� 1 �) 2� "Il (::) - �; t �� :� U � � - �; E-� �4 ;�g , ;� � ;,� � - -. !i 9 �D q� � u � � .- M, 4 cc w 1171 ;-.�, 0 C) �, P4 Z I� A.z- i.- - E . � PH 0 9 �- -!H I � �7' ,4 is �7' �, " �, � Es ff ,I - . �, - F- - r' -11`4 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS umri 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL _ DRH 4 10/11/14 PER COUNTY COMMENTS DRH Z) I 0/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL - DRH 8 5/13/15 FOR APPROVAL _ DRH 9 1/27/16 AMENDMENT I I (REMOVE BUS LOOP) DR I j THE FOLLOWING STATES REQUIRE NOTIFICATION BY ERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) A 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) e 'd el APPROVED FOR Ik... r PROJECT No.: V122001 " DRAWN BY: DR CHECKED BY: DRH DATE: 11126/13 SCALE: v=50, %,,.CAD I.D.: GP8 PROJECT: ROAD -I PLAN I R 5TH STREET STATION - BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA %� r' 1 M BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 %% www.BohlerEngineering.com ./ --- 414"I'll, v v IF --1% � I - RLTH A DANIEL R. HINES ..a Li�c. No. 043176 1/27/16 _ - I . I.- I � SHEET TITLE: I GRADING PLAN I SHEET NUMBER: SA � V, It x % ----------- ----- - it CID. X/ X" z % it -------- If d 4 it If yy, < it k, A, It I It f/ft I I I if I "I ? /1, �,\ It z -Z ....... .. ...... it I N 'XI E, it Z, if If 76-i"A LZLJ z 11 If All, If X 11,11V 00 0, �,5 r 4 z U) Z" 7:*:: IZ I ---------- ------ 1 4 fill A/ ..w fit i I N If % % 1 1, " t JX, X fill I I "V if I fill v if I IF it if WI I if "e" /If Z v x It It I I. if I -------------- '0 if AV it I -------- 1 It I I g? if If it if I If c-, t I " / / . I' / if it x, If' It' it 5`1 f '0 pup If it o�. If I- t V_J,�qfolo I.,. NN ]**:. %:;:jf ---- 0 IF f:v I It 00�, t Cy ---------------- -------------- % 10 1 t - ------------ it A NX F� /Xy 112' X\ x ,el 47+50 0, ___*11��_ Z" X, ix ,0 s w 'V 0 49 R_R 0 ------------ X 0 ----------- '051 4 --------------- .. ........... VA 97777� I. Xt" I, �V, /P P q: - -- - ---------------------- A /* A STM ILI 'Pi. c 3; 00F f X v ---------- r -- ------ - --- --- L if /0 v If If I -- --------------- If 7_11 STM Xyyv,4Kt ............ ------- ---- If --- --------------- lie 0 --- ------- C-4 .�p c3l If I j, w, v /I N J890690 STM STM I- -------- .0 /if i a 40, if' I/ J, if if t-4 ----------- f TM ............. . STM 3 4", B-2 ------------------------- If I , 0 ... B-4 ------------ m -HOP 24 E , (If 'V� 00, A n' g� I*/ 4ell', -------------------------- 510-- - -- --------------------------_ ----------- ---- ".: :: I I wit 38� �0 - -- — -------- --- �-- -�o 1`� l I I - t ff� 1,� , , I AO J B-1 1 39,0 1 AO 40 ---------- ---------------- --- 520- ---------- --------------- ---------------- -------------- - — — — ------------------------------------- ---------------------------- B-13 >-- ------------- B-12 7 ---------- ::Z -------------- STM ---------------- D W '�4P Ifl, I ,v 7�6:1,ARA STATE FLMIF _77LIMITS OF --------------- ----------------------- Dr9MTBfkNtE NOTES: . . . ........ .500m ZON, N,49 837 -------- ------- ---------------------- 1. GENERAL GRADING AND UTILITY PLAN NOTES ARE PROVIDED ON SHEET 2. ------------------------------ ---------------- -------------- ----------- ---------- - ---------- -------------------------- ----------------------------- ---------------- - ---------------- ------------ ----------------------------- ------------------------------------------------------- 2. REFER TO GEOTECHNICAL REPORT REFERENCED ON THE COVER SHEET AND SHEET 2. W= ----------------_---- --------------- ------- -- -------- i - --------------------------- ------------ "q-,UON7.��4 A -------------------------------------------------------------- -- --------------- - g -7:5 ---------- ---------------------------- :Z500 --------------------------------------------- :z ----------------- ---------- --_'------- --------- ------ -------------------------------------- - ------ ------------------------ L7 ----------------------- ---------------- --- ---------------- ------------ ------------- It , I --- --------- __ ---- -7 A� ---------------- ------------------------------------ ---- 4 ---------------------------------- ------------ ----------------------------------------------------------------------- ---------------------------- ----------------- IT IS THE RESPONSIBILITY 0 --------------------- 50 25 12.5 0 5 0 WORK SCOPE PRIOR TO THE --------------------------- ---- ---------------- - ---- ------- --- ------ THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR's RESPONSIBILITY TO NOTIFY THE PROJECT ENGIHEER OF RECORD IN ------- ----------------- ----------------- - ------ -- - ---------------------------------------------------------- A WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ------------------------------ ------------ INTERS -TATE 64� ------- 9= CCEPTANCE OF FULL RESPONSIBILITY BY THE, TOR TO COMPLETREETHIJEESCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 1 "= 50' FULL =C ANCE WITH LOCAL G 141 , ATIONSANDCODES ------------------------- -------- ------------- REVISIONS REV DATE COMMENT _j 1 5/15/14 PER COUNTY COMMENTS DRH 2 U- Ld &a DRH 3 8114/14 FOR APPROVAL > 4 10/1114 PER COUNTY COMMENTS DRH 5 0 >< Zo Lu FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL :� --� Z DRH 8 d , :s, i�; L, 41 FOR APPROVAL DRH 9 u AMENDMENT 1)p) (REMOVE BUS LOC ILA , _i� '�t �, 15 E .0 004 41 C) LE, 1) u, u, c . "j) . < R 9 C) 5� LOL m< < RE u < 0 - :>!: 0, E, 0 -Z >, z 0 1z_ 1:3) 1< �E _<j 0 ` U _L Lu U) < w C) C) 0 zQu 4:; 1:4 'u c) u u< u 00 > 4 2 u REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 4 10/1114 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1)p) (REMOVE BUS LOC DRH THE FOLLOWING STATES REQUIRE NOTIFICATI ON By EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TOI DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VAl-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282 APPROVED FOR CONSTRUCTION r'PROJECT No.: V1 22001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: V=50' CAD I.D.: GP8 PROJECT: ROAD IMPROVEMENT PLAN AMENDMENTI FOR 5TH STREET STATION - BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com XLT11 , 67-'%L DANIEL R. HI ES .0 Lic. No. 043176 gr 1 /,27/16, A -f SHEET TITLE: GRADING PLAN SHEET NUMBER: J'D3ENT CREEK PARKWAY CROSS SECTION DATA Note: * Pavement Offset is to Edge of Pavement (EP), not Top of Curb (TC) STA 41'1.16' LEFT OF C/L ELEV RIGHT OF C/L DESCRIPTION ELEV -2."0+8% I I UJ ELEV 411,00 410.84 ... -2.08% ....... . - - - ....... ..... 19.74 @ TC ELEV @ C/L ELEV @TC ...... ....................................................... PAVEMENT PAVEMENT 41073 (CG -7) @EP 411.10 @ EP (CG -6) 410.77 SLOPE OFFSET* OFFSET* SLOPE 10+00 ............ ...... - ................ - ............. 381.40 -2.08% 28.00 381.98 16.00 -0.19% 381.95 382.28 Begin Alignment 10+25 -2.08% ...................... ............ 3 81 .7 0 -2. 08% ... . ......... 28.00 . - 382.28 16.00 ----------------------- -- - -1.13% - . .................. 382.10 382.43 - --------------------------------- - - - 10+50 -1.88% ...................... 381.99 -2.08% 28.00 382.57 16.00 -1.94% - ---- - 382.26 -- ----- -- - - ----- 382.59 I 411.06 ... ................... .................................... 10+53.41 - ---------------- ........ ................ 382.20 --- -7-- - 382.03 ---- .......... -2.08% ......................... I ............ 28,00 I..'�'ll",�'ll"�,�.��,,� 382,61 7- 1 16,00 - .......... -- -- -2.08% ----------------------------- 382.28 ........... .......... 382.61 .............................. ........... - 10+65.55 - --------------- 382.34 - 382.17 ............ -2.08% .......................... 28.00 38Z76 ..... 16,00 ............................. -2,08% 382.42 ............. 382.75 ...... - ----------------------- - ........... PC 10+75 ---------------------------- 382.45 .. . ......................... 382.28 .............................. -2.08% .. --- ............ - 28.00 ..................................... ........... 382.87 ................. - -- ..... ................. 16.00 ........... I'll.. .............................. -Z08% ............. .... 382,53 .......... --- :-: ........... 382M ....... 7 ...................... .... .. . . : 11+00 382.75 382.58 -2.08% 28.00 383.16 � 16.00 .......... -- -2.08% -------- --- ................ 382.83 ............. -- .................... 383.16 .... .............. ......................................... .................. - 11+16.48 ................. . ....... ...... 382.94 ....... ............ 382.77 -2.08% - ---------- 28.00 ------------------------------ 383.36 .......... - I - 16.00 --- --------------------------- -2.08% 383.02 ....... 383.35 ..... ------ ---- - - - ..................................... 11+17.96 382.96 ...... .. . ..... ... ... 382.79 .. -2.08% ............ - 28.00 383.37 16.00 -- - - -- ---- -- -2.08% 383.04 - --- - 383.37 ---- --- ----- ------------- 1+25 383.06 382.90 -2.08% 27 . 28 ....... ... - 383.46 16.00 -2.08% 383,13 ......... . - 383.46 411.75 .... . .. ............. . 11+50 383.51 383.35 -2.08% . ... .............. -- -- 24.72 .......... 383.86 - ..... ...... .. 16.00 ... - -2.08% 383.53 383,86 . .................... . ........ 11+69.15 ............ 383.95 383.78 . -2.08% ..... . ...... 22.76 384.25 16.00 -2.08% 883.92 384.25 412.11 ------ 11+75 384.09 . 383.93 . ............. -2.08% 22.16 .. 384.39 ...... . ... 16.00 -2.08% ---- -- - . ... . . 384.05 ...... ---- - . I 384.38 ...................... - .. ............ .............. 12+00 384.80 384.63 -2.08% 19.60 385.04 16.00 -2.08% 384.70 385.03 412.83 12+21.81 385.51 385.34 -2.08% ............ 17.37 ... ......... 385.71 16.00 -2.08% 385.37 385.70 ...... ... . .... .. - - 12+25 ...... .................. I ........... 385.62 ..... - 385.46 -2,08% 17,04 385,81 16.00 .. . ....... -2.08% 385,48 385.81 413.05 12+35,15 ........... .......... - 385.98 .. 385.81 .... .. . ..................... .......... -2.08% .......... ............. - 16.00 386.14 16.00 . ....... -2,08% . . . .... ....... 385,81 .... ................ 386.14 . . . . . . . . . ............. PT 12+50 386,46 38630 -2,08% 16.00 .... . ... .... 386.63 ............ M00 -2,08% . ................ 386.30 ........... � � I.- I ........... 386.63 .. . . ... . ... ........................ 12+70.32 387.13 386.97 -2.08% 16.00 387.30 ............... ... 16.00 -2.08% 386.97 387.30 End Normal Crown 12+75 387.32 387.16 -1.85% 16.00 387.45 16.00 -2.08% 387.12 387.45 413.53 13+00 388.34 388.17 -0.64% 16.00 388.27 .......... 16.00 -2.08% 387.94 388.27 .... ........... 13+13,32 ........................... .. - . .............. 388.88 .. ....... 1-1.1.111, ................ - 388.71 - I. -I .......... 0.00% - ----------- .................................. 16,00 .............................. 388,71 ........... 16.00 .......... -2,08% ..... ..... .... ... 388.38 -- 388,71 . .. ... .............................................. ..... Level Crown 13+25 11 .... 389.35 ............................... 389.18 ......................... -- 0.56% - .... .. ....... M00 389.09 16.00 ....... -2.08% ......... 11-11-111- -, 388.76 --- ................... . - 389.09 ------------ 13+41.99 ---- ------------ - .......... 390.04 389.87 1,39% . ....... 16.00 ............... 389.65 16M ................. -2,08% ------------ 389.32 -11111111-1-- ............. 3W65 ................ I .............. I-- ................... PC 13+50 - - - ------------- - 390.37 390.20 ------- 1.77% ---------------------------------- 16.00 -------- 389.92 16.00 -2.08% 389.58 389.91 ............ . ---------------------- - -------- 13+56.32 390.62 390.46 .. 2.08% . ...... ..... ......... 16.00 ....... - - ----- 390.12 ----------------------- -- - 16.00 - - ......... -2.08% . ... 389.79 . ........... 390.12 - -- --- - ---------------------- ---- - Begin Full Super 13+75 . . 391.24 . .. . ... ... .. 391.07 ........... .................. . 2.08% 16.00 . 390.74 --- ------- 16.00 -2.08% 390.40 390.73 ................... ---------------------------------- - - 14+00 ------------ - 392.06 I--, ................. .. 391 M Z08% ..... . ... ..... . 16,00 .............................. ... ...... ............ .... 391,56 .. * ` ........ 16.00. ................. .. ....... -2,08% ................................ 39123 .. ..... ...... ..... 391.56 . . .. .... ............ ..... .. .. ------- --- 14+25 392.88 392.71 .......... 2.08% ......................... 16,00 "I'll ............... 392.38 ............... .. 16,00 ................ ..... ........ -2,08% -1111-1- ................... 392.05 - ..... ... 392,38 .......... .......................... .............. . ---------- 14+50 393,70 39153 ............... 2,08% 16.00 ...... 393,20 ........ ------------ -- 16.00 "I.I.-I ----------------------- - -2,08% ... - ........... -- 392.87 ............. 393,20 .................................. ............. 14+75 394.52 394.35 2.08% ........ ............. 16.00 ........... - --- - . .......... ..... . 394.02 16.00 -2.08% 393.69 394.02 415.87 15+00 ------- .. ...... .............. .. 395.34 ............................... 395.17 2.08% 16.00 ----- - - --- - 394.84 ................ 16.00 -2.08% 394.51 394.84 415.96 - ............................ 15+25 396.16 396.00 2.08% 16.00 395.66 16.00 ---- -2.08% ------ 395.33 ............................. 395.66 ..................... '1- 6 +-- 5-0 - ..................... ..... 396-.98 396.82- ...................... .. 2.08% ................................. ................... - - - 16.00 .................................. 396,48 ..................... 16.00 -2.08%'-- ---396,15 - ----- 396,4-8- . ............... ........................... ........ 15+75 ..... ............. .............. 397.80 397.64 2.08% ............... 16.00 .......................... 397,31 16.00 -2.08% ............ 396.97 397.30 ........ ......................... ............ .......................... 16+00 398.63 .............. 398.46 2M% ............... - .......... 16.00 398.13 ...... ........ 16,00 -2,08% . ........ 39719 398.12 ............. . ............... .................. 16+25 399.45 399.28 2.08% .... 16.00 .............. 398.95 16.00 -2.08% 398.61 398.94 417.29 16+50 400.27 400.10 2.08% 16.00 399.77 16.00 -2.08% 399.44 399.77 417.73 16+75 401.09 400.92 2.08% 16.00 .. ........ 400.59 16.00 -2.08% 400.26 400.59 418.12 ---------- -+- ............ 17+00 401.91 401.74 2.08% 16.00 401 Al 16.00 -2,08% ... 401.08 ............ 401.41 .. ......... .... 17+25 40173 ....... .... 402.56 2.08% 16.00 402.23 16.00 .. . ...................... -2.08% 401.90 .......... I . ....................... 402.23 ........................ . . . ....................... 17+50 403.55 403.39 2.08% 16.00 403.05 16,00 -2.08% 40212 403.05 419.34 ............. .... --- ---- ..... 17+75 .... .................. ... . 404.37 404.21 2.08% . 16.00 ....... ..... � .11 - 403.87 .......... -- -.. - .... 16.00 ... . -2.08% .......... 403.54 ............ 403.87 .................................... . 17+89.12 404.84 404.67 2.08% 16.00 404.34 ... .. ..... .... 16.00 . .. ...... -- -2.08% � I � � --- .......... 404.00 ...... . . . .. ............. 404.33 End Full Super 18+00 405.11 404.94 1.55% 16.00 404.70 16.00 -2.08% ..... ............... 404.36 404.69 ..... .. . . . ................. . 18+0145 405.20 405,03 .................... 1.39% ............... ................. - 16.00 404.81 ..... ............. . 16.00 ........ . . .... -2,08% .... 404A8 ............ 404�81 .......... . .. ..... PT 18+25 405,74 . .......... 405.57 I ......................... 034% .......... .............. 16.00 405.52 16.00 -2.08% 405.18 405.51'++ .... . . ........... . 18+32,12 .. ...... ................. 405.92 - -- .- 405,75 .......... 0.00% M00 .............. 405.75 . . 16.00 ...... I-- ............. -2.08% ..... 405A2 . 405.75 ..... .... . ................... - .......... Level Crown 18+50 406.37 406.20 -0.86% 16.00 406.34 16.00 -2.08% 406.00 406.33 420.74 --------------------- - - 18+50.62 406.38 --- 406.21 -- - --- ---- -0.89% .................. - 16.00 406.36 ... ....... . 16.00 - ......... ----- -2.08% --------------- ----- - - 406.02 -- ----- ----- -- 406.35 420.64 18+75 406.99 ... 406.82 . . ..... ... - -. -- -2.07% - --- 16.21 ------ - 407.16 ------- --- 16.00 -2.08% ..... ..... 406.83 - .......... - 407.16 .................. ---------------------- 18+7512 - ------ * * * 406.99 ........ ...................... 406.82 ................. I .............. -2.08% ................. 16.21 ........... - - 407,16 ............... - 16,00 1-11.1 � ............................. -2.08% --- ................ - 406.83 ..... 407.16 ......... .......... .......... ...................................................... Begin Normal Crown --- -1-11-1-1 ........... 18+75,62 .............. -------------- 407.01 ............................. 406.84 .......... -2.08% ........ 16.22 .. - 407+18 16.00 -711' ............... -2.08% ........... I 406.85 .......... -11-- - - ------ - 407,18 ............. .............. .. PC ....... .... 19+00 407.80 40T64 -2.08% .. 16,43 .................. ................... 40T98 16.00 ......... -2,08% ....... 407'66 .... . ....... 407.98 ................. .......... 19+25 408.61 408.44 -2.08% 17.40 ...... 408.80 ............ - 16.00 .................. - -2.08% -------------------- 408.47 408.80 --- - ------------- -- - ------------------- --- ............. - .................... 19+34.90 -- - 408.92 - --- -- - --- --- 408.75 - ...................... - -2.08% 18.07 ----- 409.13 ------------ - 16.00 -.1 - -- ........ .... -2.08% ........... . .. -- ---------- 408.79 -- 409.12 - -- - - ------ - - - - - - -------- 19+50 .............. 409.39 ------------------------------ 409.22 ....... -2.08% 19.10 409.62 ..... 17.60 --------- -2.08% ------------ - 409.26 ......... 409.59 ---- --------------------- -------- -- ................. ...... .......................... 19+60,73 409.72 ....................... ................. 4M55 ............. - -2.08% ............. 7- ---- 20.31 .............................. - ........................... 409.97 ..... -- .................. 18.73 - ........... .... ....... -2-08% ............. .................. -- ............ 409.58 409�91 ---------------- -- ........... ........................ - -- ................. 19+75 ---: ............... 410.13 409,97 ................. -2.08% .............................. 21,92 .......... .............. - ............ 410.42 ..... - - 20.24 . .... .. ............. -2.08% ....... .... . ... * ............. 410.00 ........ 410.33 ............. ....................................................... : 19+76,74 ---------- ...... 410.18 ................... ........... 410.01 -2.08% 22,16 . 410.47 ..... ....... .... - ........... 7 . - 20,43 -2.08% ----- ....... ---- ---------- 410.05 - ........... I . ... .............. 410.38 ... ... . ... . .... ... ..... ............ .............. PRC 20+00 410.77 410.60 -2.08% 24.97 411.12 22.89 -2.08% ------------------- 410.64 ............. - ............... 410.97 .......................... ........................................... 20+10.49 411.00 410.83 -2.08% 25.58 . .............. 411.36 24.00 -2.08% - -- ------- 410.86 ...................... - ................. -------------------- - --- - 20+25 411.31 411.15 -2.08% 26.43 411.70 22.72 -2.08% 411.22 . . - ... . ... ..... ... ............ ........... 20+30.54 411-41 411.24 -2.08% 26.76 411.80 ......... . ........ . . 22.23 ........ -2.08% 411.34 - I - - 419.40 -------- ------------- .... 20+30M 411.41 411,24 -2.08% 26.76 411.80 22.22 -2.08% 411.34 - 419.18 2 . 0+50 411.75 411.58 -2.08% 27.90 412.16 20.51 --2.08% -411.78 . .... .. .................. I 418.93 20+61.22 . .... . .... . 411.90 .............................. 411.73 - .......... . ....... -2.08% - ---- ..... 28.00 ........................ 412.31 19.52 . .. ..... -2.08% -- � I . . . ....... 411.91 ...... .... . . . ..... PT 20+75 .. .... .. . . ..... 412.09 .......................... 411.92 .. . . . ....... -2.08% ........... 28.00 412.50 18.30 ............. . .... .. - -2.08% 412.12 32+43.86 418.70 - .. . 20+75.09 ...... ... .... I 412.09 I � .... ..... .... .. 411.92 . .... ..... . . --- -2.08% ---- ..... ....... - 28.00 412.50 18.29 -2.08% 412.12 .............. ........... .......... . 21+00 412.31 412.15 -2M% 28.00 412.73 116.09 -2.08% ..... .. .. :412.39 . .. . - ..... ............. . ....... 21+01.05 . . .................... 412.32 .................... 412.15 . ........................... -2.08% ............. 28.00 I ...... .... . 412.73 - - 16.00 - .. ............. -2.08% 412.40 412.73 I 418.40 21+25 412,42 412�26 -2.08% 28.00 . 412�84 ......... 116.00 .... -2,08% ........ ..... .... - 412.51 ---- .......... 412.84 ........ . ..... . . 418.31 21+50 412.41 412.25 -2.08% 28.00 412.83 16.00 -2.08% ..... ...... 412.50 412.83 418.33 21+75 412.29 412.12 -2.08% 28.00 412.71 ... 16.00 ................. - - - - -2.08% --- ............. .. 412.37 412.70 .................... 21+89.45 412.16 412.00 -2.08% 28.00 412.58 16.00 -2.08% 412.25 412.58 ................................. 22+00 ............................. 412.06 ............... -- .......... 411.89 . ... ............... -2.08% - ........... .. - - 28.00 412.47 ........... I - -- I-- 16.00 ...................... .. -2,08% 412.14 .... .. .... ..................... 412.47 ................................................ . I ........ 22+01.05 .................... 412.05 ............................... 411.88 - -Z08% -- ............. -- 28.00 *i ............... ..... . 412.46 . . . .. ........... .. 16.00 -- ......................... I . -2.08% ....... 412A3 -.1 .................. --------------- 412,46 ............ 22+25 411,84 411 �67 -2.08% 26.40 412+22 16.00 ........... -Z08% .......... 11.1- 411.89 - ............. 1 7---- 412,22 1.- 1 1----- 7- 22+50 411.62 411.46 -2.08% 24.74 411.97 16.00 -2.08% 411.64 411.97 ...... ......... .......... .......... -------------- ..................................... 22+75 .............................. 411.41 ----------------------------- 411.24 ... ............................ -2.08% ..................................... 23.07 -- ----- - ----- - ----------- 411.72 .......... ......... ...... 16.00 ........... - - -- - -2.08% 411.39 --- -- - 411.72 - - -- -- ------ ------------ ------ 23+00 ............. .. --- - 411.19 ---- -------- 411.02 - - --- -------- - ........... -2.08% ............................. 21.41 ....................... ........................................ 411.47 ---- - ----- 16.00 . - .... - -- - -------------- - -2.08% .................... ..... .. 411.13 ............................ . ... 411.46 ...... ..... - ... . .... ............ ........................ ...... GENERAL NbTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIO[IS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE �CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULAT101S AND CODES 23+03.04 41'1.16' 411.00- -2.08% 2 1' �21 411.44- 16'M -2."0+8% '411,10 411.43 UJ 23+25 411,00 410.84 ... -2.08% ....... . - - - ....... ..... 19.74 411.25 16.00 -2,08% 410.91 411.24 ...... ....................................................... 23+50 410M 41073 -2.08% 18.08 411.10 16M -Z08% 410.77 ................... 411,10 ... .. ...... ...... .... . 23+75 410.86 410.70 -2.08% 16.41 411.04 16.00 -2.08% 410.71 411.04 ..... .... . 23+76.72 ----------- ---- 410.87 - - ...................... ........... 410.70 ............................... -2.08% ...................... ............ 16.30 .................. . 411.04 ........... . 16.00 -2.08% 410.71 411.04 End Normal Crown 23+81.18 I - .............. - 410.91 ................... 410.74 -1.88% ...................... 16.00 411.04 ------- ----- - 16.00 . I ................. -- - ---- -2.08% - - -- ------------------ 410.71 - 411.04 ------------------------------------ -- 24+00 I 411.06 ... ................... ....... 1.1- 11 1 410.89 ............... ..... ...... 1 -1,03% ........... I ................... . 16,00 ........ - 411.05 ----------- - ......... 16.00 . ...... - ---- - - ---- -2.08% ..... -- .............. 410,72 .............. 411.05 ............. I .......... .......... - ............ 24+22,72 .. 411.30 ........ . . * 411.14 --- ------- ----- --------- 0,00% -- * * WOO -- -, '' ... 411.14 ................. 16.00 .................. -- ....... ...... -2.08% 410,80 411,13 .......... --------------- ........................... -- .................... Level Crown 24+25 411.33 ............. 41 1�16 ------- 7 010% ................ . .. 16.00 . . ......... .. 411.15 . ..... .... ..... 16.00 . . ...................... -2.08% ...... ' � ... ... 4M81 ....................... ** 411,14 -- --- ... ......... .... .. . ...... .. .. . . ................... 24+31.45 411.41 411.25 0.39% 16.00 411.18 16.00 -2.08% 410.85 411.18 . ............. . ....... ... . ...................... PCc ............. - 24+37.67 --- ..... ---- .......... 411.50 ...... ------------------ 411.34 .......... -- - ............ 0.68% .................. ------ ------------ 16.00 ----------- - 411.23 ------------- 16.00 -2.08% 410.90 411.23 -------------- --- - - - ------ ------------ --- 24+44.98 -11111- ---- I ... 411.61 411.44 1.01% 16.00 -- -------- 411.28 ---------- ------------ 16.71 -- ----- - ---- - --- -2.08% 410.93 411.26 . . .............. - 24+50 11111-- ................. .............................. 1 411.69 * ..... ..... ............. 111-111- 411.52 ......... ... ......... ....... ----T 1.23% ..... . . . .. ... ............. --.1--l" ................ ....... 16.34 .... - ------------------- 411,32 -- ................. 17.20 ................ -2.08% ............ .... 410.96 ...................................... 411 �29 ....... 24+53,39 ............ . .. . 411.75 .... . .. ............. . 411,58 ... .................. ........ 1.39% ..... - - ......... 16.57 ...... ................................ . . .... ------------- 411.35 ..... -- - ..... 1T53 ------------------------- -2.08% 410,99 .................... .... 411,32 ------ ------- ----------- ---------------------------- -- PC 24+68.72 .................. --- --- . 412.04 ............................... : 411.87 .............................. 2.08% ................ - ........... IT62 ................. ................. - 411.51 ..... 19.02 -2.08% 411.11 411 A4 .......................... -------------------- Begin Full Super 24+75 ------- - - ----------------- 412.11 ------ 411.94 2.08% 18.05 ....... 411.57 19.64 ................................ -2.08% -.-- -- ............... 411.16 ..... ............................ . 411.49 ................................................. - .............. 25+00 412.48 412.31 2.08% -- - - 19.75 -- ------- -- - 411.90 22.07 -2.08% 411.44 - 411.77 ----- - - - ------------------------------------------- - - - ------- 25+19.81 412.83 ..... ..... - 412.66 --- - ....... 2.08% ------------------------------------- - 21.11 ------------ - --- 412.22 ------------------ - -- - 24.00 ------- ............ ......... -2.08% - - ........... 411.72 412.05 ...................... - 25+25 ---- .- I ..... - ..................... 412.92 ........... 412.75 ........ .. .. - 2.08% 21.46 ......... ..... 412.31 24.00 .......... -2.08% 411.81 . 412,14 .......... .............. 25+31.17 .. I . .... ...................... 413.05 412.88 2.08% 21.88 412.43 24.00 -2.08% 411.93 ... . 412.26 ........ . . ........................ ................... End Full Super 25+46.50 ................... - 413.21 413.04 1.39% 22.93 .. .......... 412,72 -- ............. 24,00 ........ ...... -2.08% - 412.22 412.55 ............. - PT 25+50 413.24 413.08 1.23% 23.17 412.79 24.00 -2.08% 412.29 412.62 .................. - ............................ ............ - - 25+59.86 413.36 ............................ 413.19 .......... ..... ..... . ... 0.78% .............. .............. 23.84 -- 413.01 24.00 ..................... .. . -2.08% . ........ 412.51 .. .. .. - 412.84 ......................... 25+75 413.53 413.37 0.10% .................. - 24.87 413.34 24.00 -2.08% . ........ 412.84 413.17 .. ......................... - 25+77.17 .. ... . 413.56 ... .... . . .. 413.39 ......... ... ..- 0,00% . ......... ....... 25.02 413.39 24.00 -2.08% 412.89 413.22 LevelCrown 26+00 ...... ......... 413.78 41161 -1.08% 26.58 413.90 24.,00 -2.08% 413,40 413.73 . . .... + .............. 4 . . ......... I . ....... .00 ..... 414.36 24.00 -Z08% 41&86 414.19 ......................... . 26+20.95 413.95 413.79 -2.07% 28.00 414.37 24.00 -2.08% 413.87 - ............. ............................. 26+21.10 413.95 413.79 ................. -2.08% .. .. ............. 28.00 414.37 23.99 -2.08% 413.87 468.57 Normal Crown Overlap 26+25 414.04 413.87 -2.08% 28.00 414.46 23.62 -1.93% 414.00 470.67 ........................ ........... 26+50 "I".., ............ -- -- 414.60 ---------------------------- .............................. 414.43 .................................. -2.08% .... .......... ... ... - 28.00 ..... ...... 415,01 .... . 21,30 .................... ---- -0,95% --- ...................... 414,81 .... ........................ ................. 26+74,32 - ............. 415.14 ...... 414.97 -- .......... - .......... -2.08% 28.00 ............... ................... 415.56 -1----- ................ 19.04 ........ 0.00% 415.56 . ...... . ..... Level Crown 26+75 ...... - - ----- 415.16 414,99 -2.08% 28.00 415.57 ............... . ....... 18,97 -------------------------- ......... 0.03% .. . . - ............ - 415.58 .......... ............. - ............. - - 27+00 - --------------------------- 415.71 --- - -- 415.55 -2.08% 28.00 416.13 ---------- 16.65 0.97% ---------- 416.29 - -------- --- - - -- - - - 27+06.95 ......................... 415.87 415.70 -2.08% - - --- --- -- 28.00 - - ............. 416.28 16.00 -- -- ---- 1.23% -------------------- - - 416.48 - - --------------------------------- 416.81 ------------------------- 27+10.99 ............ 415.96 - ............................ 415.79 -2.08% 28.00 .... ............. 416.37 16.00 1.39% 416.59 ---- - - 416.92 ----------- ---------- - PC 27+21,71 - .............. - 416.20 ............. I ................ 416M .. ................................ -2.08% ......... I I .......... ..... ............... - ............ ...... 28.00 - 416.61 ................................ 16.00 - ---- ......................... 1,79% --- .............. 416,90 -.7-- - --.1-1-1.1111-1 417.23 ................ ............... ........... . ..................... .......... ........... 27+25 416.27 ................. 416M --- -2+08% -- -- -- 28,00 - 416.68 -------------- 11 1 -- . M00 ................. . . ... 1 M% ..................... 416.99 ... 417,32 .................................... 11.1 ....... ---- 27+29.32 - ---- ............ 416.36 - ------ ..................... 416.19 ....... -2.08% .............. ........... . ... 28+00 ............. - 111-11-1. 416,78 -1-1- - . .. . 16.00 ....... ...... * .. ... ... 2.08% .. . . ............... 417.11 . .. . .... .... . 417,44 . .. .. .. ........ .................................. *** ...................... ............ Begin Full Super 27+50 .......... 416.80 ---- ---- 416.63 -2.08% 28.00 - 417.22 16.00 2.08% .......... 417.55 417.88 .......................... -- -------- -- 27+75 417.29 417.12 -2.08% -- ------ 28.00 - -- -- ................ 417.70 ---- .... 16.00 .......... - 2.08% 418.04 418.37 ........... 28+00 417.73 417.57 -2.08% 28.00 ------ ------- 418.15 ---- - -- - 16.00 ----- - ----------------- 2.08% -- ---- - ----- - - - 418.48 ----------------- -- -- - - --------- 418.81 - - - ------ - 28+24,06 418.12 ---------- -+- ............ 417.96 ............................. -2.08% ...... I ........... 28,00 -- 418.54 .......... M00 ------ I - - ---------- 2-08% ----------------- --- - -- 418,87 - - --- 419.20 ----------------------------- End Full Super 28+25 418.15 417.98 ........ -2.04% ............... 28.00 ----------------- - . 418.55 .......................... 16.00 2.04% 418.88 419.21 .................... 28+50 � 1. - - ......... ............ 418.83 ..................... ............................... 418.66 ........ --- ............. -0.91% ------------- -- - 28.00 -- .......... 418.92 - ......................... 16.00 .... - ---------- --- 0.91% ............................... 419,06 - ............. 419.39 ....................... 28+70.06 419.34 ............. .... 419.17 .. ....... - - ............ 0.00% ......... 28.00 419.17 ........... 16.00 - ........... 0.00% ...................... 419.17 419.50 PRC, Reverse Curve Transition 28+75 419.47 419.30 0.22% 28.00 419.24 16.00 -0.22% 419.20 419.53 . ................ 29+00 420.06 419.90 1.35% 28.00 419.52 ........... . 16.00 . ... . . .... -1.35% 419.30 419.63 29+06.55 420.21 420.04 1.65% 28.00 419.58 16.00 -1.65% 419.32 419.65 .. .... .. ... PRC .. 29+16.06 ........... ..................... - 420,42 - .................... 420.25 ... - .. ........ ............. 2,08% - .................. 28.00 419.67 16.85 .. ............. . -2.08% ............. . . ....... 419.32 - 419.65 ....... . ........................................... - Begin Full Super 29+25 420M 420.34 2.08% 28.00 419.75 17.64 -2.08% 419.39 419.72 ............ 29+50 420.70 420.53 2.08% 28.00 419.95 .. ................. 19.87 I ................. -2.08% 419.54 419.87 .... ........... .. ................... ... ............. .... ...... 29+56.49 420.74 420.57 2.08% 28.00 419.99 . ...... - ................. 20.45 ... - - -2.08% I ........................... - 419.56 419.89 ... .... ..... End Full Super 29+71.82 - ....................... 420.64 420.47 1.39% - 28.00 ....... 420.08 21.81 ...... ........ -2.08% . 419.63 ........... ......................... 419.96 ........... PT 29+72.58 ....... ....... 420.08 .............................. 41915 ................ 1.35% .................. 28.00 420.09 21.88 ...... ................ -Z08% .......... 419.63 .... --- - .................... - 419.96 -- ................... ...................... ...... ..... .......................... -- .................. - 29+75 420.62 420A5 . ... ................. - 1,24% -- ......... ... 28,00 .. .. -- 420.10 22.09 ..... .............. . -2M% ......... . 419.64 .... . 419,97 ............ 29+96,43 .............. ...... .. 420.44 . . .. .. . .... 420,27 ..... -.- 027% ... . .. ..... 28.00 ................. 420,20 24.00 -2.08% 419,70 491.09 .. ....... .. 30+00 420.41 420.24 0.11% -------------------------------- 28.00 ................. 420.21 23.64 -2.08% 419.72 .......... ... 49130 30+02.49 ...................... ..... . 420.39 ......... -- ... 420.22 0.00% ------------------------ ------- 28.00 .................. 420.22 -------- 23.39 ---- ----------------------- -2.08% .............. . -- 419.73 - I-- ............ ---- ------------------------------ - - - - - ------------------ LevelCrown ------- 30+25 ....................... .............................. 420.16 ------------------ - 420.00 . -1.02% . 28.00 .... ..................... ------- 420.28 .................... ---- - 21.14 ........... -2.08% ....................... .... 419.84 491.51 --------------------------------------- 30+48.49 --1.1 ................ ............... 419.89 ............ 419.73 ... -2,08% 28.00 .. 420,31 18.78 ............ -Z08% 419.92 ................. ........ .......... - .................................................................... Begin Normal Crown 30+50 419.89 ............... 419.73 -2.08% ............ 28.00 420.31 .... 18.63 .................... -2.08% ............................ 419.92 .............. 491.44 ......................... - 30+75 --------------- 419.88 --l-1.1 1------ 419.71 ............... - -- -2+08% -- -.1-1111 .......... ... . - 28.00 420,30 ........... 16.12 ........ -111---- -2.08% 1-- - .......... I ------- 419.96 ................ ............. ...... . ............................. - ............. 30+76.21 419.88 .. 419.71 ................. -2.08% 28.00 420.29 16.00 -2.08% 419.96 420.29 ....... ... ... ----------------- 31+00 ----------------------------- 419.82 ........ - - - ---- 419.66 --------------------------------- -2.08% ----------------- -- ------ ------ 28.00 .......................... 420.24 ........................ .. 16.00 .............. ........... -2.08% .......... -. - 419.91 .......... --- 420.24 ..... ............... . - - -- --- ......... 31+25 ----------------------------- 419.72 .......... --- - -- 419.56 ------ - - - --- --- - -- . -2.08% ----------------- - - ------ 28.00 "... ............................. ... 420.14 ........... - - - --- 16.00 ------------ - - -- ........... -2.08% -- --- - - -- ------ 419.81 ---------- -- 420.14 ..... ...... ...................... - .................... ............. 31+50 - .......... ............ - 419.58 ---- ------ - ................. 419.42 ---- .............. - I ...................... -2.08% .......................... ------------ - ............. 28.00 ............... . ..... - 420.00 ---- ------------- ......... 16.00 ..... - ------- . ---------- - ............... -2.08% ------------- -- .............. 4M67 - --- .................... 420.00 ... ............................... ............... ...................... 31+75 I - - 419.40 -------- ------------- .... 419+23 ......... ..................... -2.08% ......................... - 28.00 -1- ......... 419M ------------------- M00 : .............. �2.08% ---------- ........ .. ------------ - -- 419,48 +-i ........... i 419.81 ................... ------------- .................... 32+00 419.18 419.01 ...... -2.08% 28.00 I-- 419.59 16.00 - r ... -2.08% ........ ............ ;--- 419,26 ---- ..................... 419.59 ............... - .......... 32+23.45 .................. I 418.93 I -- .......... 418.76 ........ - ............. -2.08% .................. .. 28.00 ............................... 419.35 ....... 16.00 I ................. -- ............. -2.08% ...... - ................ 419.01 ........................ - 419.34 .................... .................. .......... .............................................. 32+25 418.91 ..... ....... 418.74 ---- ....... ................... -2.08% 28.00 419.33 16.00 -2.08% ....... 418.99 ....................... --- 419.32 ------- ------------------------- ---- 32+43.86 418.70 418.53 .................... -2.08% ... . .......... 28.00 419.11 16.00 . ....... - - -2.08% 418.78 419.11 32+50 418,63 418.46 -2.08% 28.00 419.04 16.70 -2.08% 418.69 419.02 ...... ..... ... .. . . ...... .... -- -- .... .32+50.71 ......... 418.62 418.45 -2.08% 28.00 419.03 . .... 16.78 . .... ..... -2.08% ........... 418,68 419.01 .......... ---- - 32+75 ... I 418.40 418.24 -2.08% 28.00 -- � -.7 418.82 - - ..... ...... ... . 19.56 .......... .. - -Z08% .. 418.41 ... ....... - 418.74 .. ............ .. 33+00 ........ . ..... . . 418.31 418.14 -2.08% 28.00 418.73 .... ....... --- -- 22.43 .................. ....... -2.08% . .... -- ............. . 418.26 ---- ............ 418.59 ............. . . . ...... . ....... 33+10.54 418.33 418.16 -2.08% 28.00 418.74 23.63 -2.08% ........... 418.25 .......... 418.58 .......................... ................... 33+13.76 418.33 418.16 -2.08% ............. . - 28.00 418.75 24.00 -2.08% 418.25 ............ ....... . . ........ 33+25 418.35 418.18 -2,08% .......... . - 28.00 418.76 . . ....... 22.83 -2,08% 418.29 ................................ 487.08 ............... - .......... ..................... ... 33+50 ...... 418.52 .............. 418.35 .. ............. .. -2.08% 28.00 ........... 418.93 20.22 -2.08% ................... 418.51 48T08 . ............ 33+75 418.81 418.65 -2,08% ...... ..... - 28.00 419.23 17.62 ........... -2,08% 418.86 ............. ...... -... - .............................. . ... ... . 33+90.55 419.08 418.91 -2.08% 28.00 419.50 16.00 -2.08% 419.16 419.49 . . ......... 34+00 ........... ....... 419.24 419.08 -2.08% 28.00 . ........... - - 419.66 16.00 -2.08% 419.33 . ... . .... 419.66 ......... ........... ........ ... ... ........... 34+25 .. ... 419.80 419.63 -2.08% 28.00 420.22 ............... 16.00 . -2.08% ...... - 419.88 420.21 ............ ....................... --- . -- ---- -- 34+34.84 ............................... - . . . . . . . . . . . . . . . - 420.07 419.91 - ----- -2.08% .......... . 11 ----------------- . . . . . . . . . . . . . . . . . 28.00 ...... ..... . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . 420.49 ............. * I-- . . . . . . . . . . . . . . . . 16.00 * - . . . . . . . . . . . . . . . -2.08% . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 420,16 - . . . . . . . . . . . . . . . . . . . 420A9 PC 34+50 - 420.49 ---- 420.32 -2.08% 28,00 ---11--- 420,91 . . . ............. 16-00 ----- . ..... . -2,08% ............ 420,57 ............. 420M .............................. ............... -.1--l-1-1 - ----- 34+75 .... - -- . 421+31 ............ ............................. 421.14 ................... ................. --11-1-11- -2.08% ........... 28.00 ................. 421.73 ........ ---- ............ - 16.00 -2.08% 421 M ------------------------- 421 �72 ...................... ............. 34+79.59 421.47 421.31 -2.08% 28.00 421.89 16.00 -2.08% 421.56 421.89 ------------ ................ .. Begin Normal Crown --- - -- - --- 34+98.83 422.21 - - - 422.05 ---- ---- --- - --- -- -- ----- -2.08% ----- - .................... 28.00 . .................... ....... 422.63 --- -- .............. 16.00 ................. -2.08% ............. 422.30 .... ........... - 422.63 . .................. PCc - .......... 35+00 422.26 422.09 -2.08% 28.00 422.68 ......... 16.00 ....... -2.08% 422.34 422.67 UJ 35+M81 .......... 422.29 ............... 422.13 -2,08% .......... ...... 28.00 422J1 16.00 -2,08% 422.38 ..................... ............. 422J1 ...... ....................................................... 35+25 ................ 423.37 423.20 -2.08% - ----- 26,43 ....................... .. 423,75 16.00 -2.08% 423.42 42175 DRH .......................... 35+50 424.61 424,45 -2,08% 24,82 424,96 16.00 -2.08% 424.63 424.96 35+75 425.99 425.82 -2.08% 23.20 426.31 16.00 ........... -2.08% 425.97 426.30 0 o i-- o T ca �: ---- --- .......... .............. 36+00 ----------------------------- 427.49 .................... 427.33 -- ..................... -2.08% .................................. 21.58 427.78 -------- ------ 16.00 ...... ...... ----- -2.08% 427.44 427.77 ......................................... 36+25 429.13 428.96 ............................... -2.08% 19.96 - - ---- -- 429.38 -------------------------------- 16.00 ------------------------------- -2.08% ------------------------------ 429.04 --------- - 429.37 -- --------- - ............................... ...................................... 36+50 4X89 ........... 430.73 . -2.08% ............... 18.34 .............................. 431 A 1 16.00 ................. -2.08% -11,11,11111, ----------------- 4X78 ------------------------ ............. 43111 ................................. ............... ........... 36+75 ---------------------------- 432.79 --------- ........... ---- 432.62 ---- ...................... -2.08% .......... -.1111 ----------- 16.72 432.97 ................... 16.00 .......... -- ............... -2.08% 43Z64 432.97 --------------------------- ... . .................... I 36+86.07 ............ - ............... 433,68 ...................... - . 433.52 ...... -111----- 1 - -2,08% -.1 .................................. 16.01 433,85 16.00 -2.08% .............. 433,52 -------------------------------------- 43185 . ............. . ....... ... . ...................... PCc 36+86.15 ............ ..... - 433.69 433.52 -2.08% 16.00 433.86 16.00 -2.08% 433.52 ....... 433.85 .... .................. - 37+00 434.79 434.63 -2.08% ........ 16.00 ................. .... 434.96 16.00 -2.08% ....... 434.63 ...... 434.96 . . .............. - ........... ............ 37+08.48 435.50 435.33 .......... -2.08% .......... ..... ---- - - 16.00 435.67 16.00 -2.08% 4 5.33 ............ ............ 435.66 ..................... .................... ------------------------- .......... .. ........ 37+25 436,89 ................ 436.72 . ................... -2,08% .................... ...... . ..... 16,00 ..... ......... .............. 437,06 ................................. 16.00 ................................... -2.08% ............................. 436.72 ** ..................... 437.05 ..................... ........................................... ... .......................... ..... 37+50 ............................... 438,99 ............. -- - I 438.82 I - ........................... -2,08% 16.00 :.-- : ....... 439,16 ........ --:- ........... 16,00 ........... ............ ... .2.08% .......... : .............. 438,82 -- .......... 439+15 ............... - .............. - ............ ----------- .......................... -- . . ..... 37+75 ................................ 441.09 ............ 440,92 ............................... . -Z08% .......... I - --------------- 16.00 - ............... 441.26 ...... . ...... ............... ... 16.00 ............................... * .... -2.08% ....... 440.92 .............. 441.25 ......................... ...................................... ..................... ...................................... 38+00 ...................... ....... 443.19 .............................. . 443.03 .. .. .... * ............ -2.08% ...................................... 16.00 --------------- --- 443.36 16.00 . -2.08% .... . ... . .. .... ...... 443.03 ................ .................... 443.36 .................. ......................... - - . 38+25 ............. -- ........ 445.29 ............ 445.13 -2.08% 16.00 445.46 ................... ............ 16.00 ....................... .......... -2.08% 445.13 445.46 .................... - 38+50 447.39 ... 447.23 . ......... . -2.08% 16.00 ..... 447.56 ........ 16.00 .............................. -2.08% 447.23 447.56 .......... ............ 38+75 449,50 449M -2.08% 16.00 449.66 16.00 -2.08% . ................... 449.33 449.66 39+00 451.60 451.43 -2.08% 16.00 . ..... ................... 451.76 16.00 . ...... -- - .......... -2.08% ....................... 451.43 451.76 39+25 I 453.70 45153 -2.08% . 16.00 . .. . ................... 453.86 ............ 16.00 ............. .............. -2-08% ................... .. 453.53 453.86 .................. - ............................ ............ - - ...... . ......... 39+50 ............ . 455.80 455.63 -2.08% 16.00 455.97 16.00 -2.08% 455.63 455.96 ..... . .. ....... .. ........... - 39+75 457.90 457.73 -2.08% .......... 16.00 ................. - 458.07 16.00 -2.08% ........................ 457.73 ........... 458.06 ............... - 40+00 460.00 459.84 -2.08% ............... - - .. ........... - 16.00 ............... . 460.17 16.00 -2.08% ............... 459.84 ........... - - 460.17 40+25 462.10 461.94 -2.08% 16.00 462.27 16,00 -2M% .... . 461 �94 .. ... : � � 462.27 . . .... 40+50 46420 464.04 -Z08% M00 ...... 464�37 ............. M00 .................. -2.08% ............................... 464,04 ....... ..... 46437 : ......................... . 40+75 466.30 466A4 -2.08% MOO 466.47 ............. M00 ................................... -2.08% ...... --- -- � 7 466.14 - � - - � - 466,47 ............. ............................. 41+00 468.41 468.24 -2.08% 16.00 468.57 ..... ........... 16.00 -2.08% 468.24 468.57 41+25 470.51 470.34 -2.08% 16.00 470.67 16.00 -2.08% 470.34 470.67 41+50 472.61 472.44 -2.08% 16.00 .................. 472.78 .................. . - 16.00 ....... -2.08% ........................... 472.44 472.77 ................. .................... 41+75 - ---------------------- 474.71 .......................... . 474.54 ..... - ...................... -Z -2.08% ------------------------------ 16,00 474.88 ............................... 16.00 ................................... -2.08% .................. 474.54 ................................. - 474�87 - -------------- --------------------------------------------- - 42+00 476.81 476.64 -2.08% 16.00 ....................... 476.98 .................................. 16,00 .................................... -2.08% ............................... 476.64 .................. 476.97 ............. .............. .................... I .............. 42+02.92 ................. 477.06 . ----------- 476.89 -1-1-1 .......... -2,08% . ............ ........ 16.00 .... I ................. 477.22 16.00 -2.08% 47639 ........................... 477.22 ......... ............. I .................................. ................ - .................... . 42+25 478.85 478.68 ..... -2.08% ...... .... 16.00 479.02 . 16.00 ........................ -2.08% 478.68 479.01 ............... 42+50 ----------------- - 480.73 -- � I-- � - 480.56 - ---------------- -2.08% ...................................... 16.00 .......... . 480.89 -- -------------- ------------- 16.00 ........................ -2.08% 480.56 480.89 ............................ 42+75 482.45 .......... 482.28 --- -- -2.08% 16.00 ................ - 482.61 16.00 -2.08% 482.28 ............................ 482.61 ..... ........ ..... . .......... - .................... 43+00 I ............... - 484.00 -1---1-- ............ 483�84 ...... .............. - -2,08% ........... 16.00 -1- 1 1-11-1-1. 484.17 --' ............. - ........... 16.00 ------------------------------ -2.08% --- ............ 483.84 484.17 .......... 43+25 485,40 485.23 ........... I ........... -2.08% .. 111-1111111-- ........... 16.00 I-- ............ 485,56 16.00 .......... -2.08% 48523 485Z6 -------------- ........................... 43+46Z2 486.48 ............... 486.31 ........... 1 1111-11-111 .... -2.08% ............ *' * .. ...... 16.00 ... 111-1-11------ 486.64 - .............. ........ 16.00 .. I-- I ..................... -2.08% .......... I -, 486.31 -1 .............. - ................. . 486.64 ................................ ................................. ............ ................... - ... 43+50 ....... - 486.63 486.47 -2.08% ... ....... ............ ..... 16.00 ................... -- ..... 486.80 ....................... - . 16.00 ..... -2.08% ........... --- .... 486.47 ....... .......................... 486.80 .......... ............................ - ------- 43+75 ----------- - -- - .......... 487.71 . ................... - 487.54 -- - ................ -2.08% - ----- 16.00 487.87 16.00 -2.08% 487.54 487.87 ............................ 43+89.48 .............................. 488.24 - ------------ 488.07 -2.08% ............ - - - -- --- 16.00 ---- - ........................ 488.40 . 16.00 -2.08% 488.07 488.40 .......... - -- --- - .......... End Normal Crown - ........... 44+00 48810 488.53 -1.60% M00 ........ 488.79 ...... 16,00 -2M% 488,45 488.78 ............. I ................. 44+21.85 .................. ........... 489.51 ....... - ................ 48935 -0,62% ................. ....... 16.00 ..................... 489.44 ----------------------- - . 16.00 ....... ................. -2.08% ................... 489.11 -------------- . 489.44 ................ ............... - ............ ......... .. - I . 44+25 ..... . .... - 489.63 489A6 -0.47% 16.00 ........... 489�54 16.37 ....... -2M% .... 48920 489.53 ................. ... .............. . ... ..... .... - - - 44+35.48 489.95 489.79 ...................... 0.00% ................................... - 16.00 489.79 17.59 -2.08% 489.42 489.75 .................... - Level Crown 44+50 490.40 490.24 0.66% 16 0 90.13 19.29 -2.08% 489.73 490.06 ..... ..................... . . ...... 44+66.15 ........ .... .............. . 490.80 ....... ........ . 490.63 ...... 1.39% 16.00 490.41 21.18 -2.08% 489.97 490.30 .. .... .. ... PRC 44+75 ... 491.01 . . . ..... - 490,85 1.79% 16.00 490.56 22.21 -2.08% 490A0 490.43 .. ......... 44+81.48 491,14 490.97 2.08% ............. 16.00 490.64 .......... 22.97 -2.08% 490.16 490A9 Begin Full Super 44+90,32 491.24 491.08 2.08% M00 490.74 .......... 24.00 ................................... -2.08% .............................. 490.24 ........... . ....... ............. 490.57 .............. - ............ - ............. - ...... ..... . 45+00 ..... - 491.34 .......... 491.17 2.08% 16.00 490.84 .. ..... . 25.13 ....... ..... ........ ...... . -2.08% ...................... ...... 490.32 490.65 . ........................................... ..... . ...... 45+24.57 491.59 491.42 2.08% 16.0 91.09 28.00 -2.08% 490.51 490.84 . ....... ......... 45+25 491.59 491.43 2.08% ........... - 16.00 491.09 28.00 -2.08% 490.51 490.84 ................... . .............. 45+47.26 ..... ........ . 491.82 ................ 491.65 ............. 2.08% 16.00 - ------- ---- -- - - 491.32 ...... 28,00 -2.08% . 490.73 .... . ... 491.06 ........................ .. ............ 45+50 491.84 491.68 2,08% 16.00 491.34 28.00 -2,08% 490.76 491.09 45+75 .............. .... .. . 492,05 491.89 .............. 2.08% 16.00 - ---- 491.55 ---- .............. 28,00 -- -- -2,08% .............................. 490.97 .......... ... 49130 . ........... 46+00 492.19 492.02 2.08% 16.00 491.69 28.00 -2.08% 491.11 491.44 ................... ------ ------- ......... . . ................... 46+25 ........................ 492.26 492.09 2.08% ------------------ 16.00 ..... 491.76 ------------ - 28.00 -2.08% 491.18 491.51 .......... ......................... 46+50 492.26 492.10 2.08% 16.00 491.76 -- -- -- 28.00 ---------------------------- --- - -2.08% - - -- ---- 491.18 -------------- ------ ----------- 491.51 ..................................................... 46+75 492,19 492.03 2,08% ----- ................. 16.00 ................... - 491,69 ........................ 28.00 ---- ........................... -2.08% ........... 491,11 .............. 491.44 ................................................... ------------ 46+75.93 ............. - --- . 492.19 ........... 492.02 2,08% ------------------- - 16.00 -- 491,69 ..... 28.00 ....... ............. -Z08% --- - � ---l- 491.11 :--- ................ .................... 491.44 ........ . .... . .. ................... ................................ ... . ..... .................... 47+00 ---1 ...................... 492.06 .. 491,89 .............................. Z08% ... ...... . ........... 16.00 - ................... 491 �56 ............. ............... 28.00 .... -2.08% ....... -- --- 490.97 1-11 --11-11- � 491.30 --.1111-1111-1111-1111 11---- ................ .................. 47+21.61 491.88 491.71 . . 2.08% ......... - 16.00 491.38 28.00 -2.08% 490.80 491.13 47+25 491.85 491.68 .... ...... 2.08% .... 16.00 .......... ...... .. 491.35 - ....... - -- - -- --------- 28.00 ------ . . . -2.08% .... .. .................... 490.77 ............................ -- 491.10 - ------------ - .......... ------------------------------------- 47+41.24 ------------- --- -- -- - 491.67 - - - --------- 491.50 ----------- -------------------- 2.08% 16.00 .... 491.17 ---------- - 28.00 -2.08% 490.59 490.92 ... ... . . . .. ........................................................... � - 7- - � - 47+50 - - - -- --.- 491.57 � --- 491.40 2.08% -.1 16.00 -- .............. 491 �07 .......... - - 28.00 - ........ -2.08% ................. - 490.49 - --- ----------- 490.82 ..................... 47+75 ................ ---- 491,22 -- ............. ......... ----------- 491.06 ................... - ............ .... 2,08% -- -------------- .......... 16,00 ................ 490.72 - ................. 28.00 ............ -2.08% .......... 490.14 490A7 ................ ............... .......... I 48+00 ............ ..................... .. 490,81 ............................... 490.64 .................... .......... 2.08% ............................. .... 1- 16,00 ....... --- ......................... 490.31 ......... ..... 28.00 .. ............................. ............... - -2M% 48973 .......................... 490.06 ..................................... ------------- 48+25 490.32 490.16 2.08% 16.00 489.82 28.00 -2.08% ....................... 489.24 ........ - ------------------------ 489.57 .......... ....................... 48+50 489.77 489.60 ....... ........ 2.08% 16.00 489.27 .. ..... .. . 28.00 -2.08% 488.69 489.02 48+75 489.14 488.98 2.08% 16.00 . 488.64 ....... 28.00 -2.08% . 488.06 ............. 488.39 48+95.95 .............. ... - 488.57 488.40 2.08% 16.00 488,07 28,00 -2.08% 487.48 48T81 ......... .. - - - ---- . - 49+00 --- .......... . I I 488.45 I ... ................. 48828 2.08% ................... 16.00 .. .. ............. -- 487�95 - 1. --- - . ... 28.00 ............ -2.08% .. ................ . 487.37 487.70 .. ............ ....................... . 49+05.59 488.29 .......... 488.12 2.08% 16.00 487.79 28.00 -2.08% ................ 487.21 . . ........ 487.54 ............. . . . ...... . ....... ................ . ................. 49+20.21 . ......... 487.99 487.82 2.08% 16.00 487.49 28.00 .... ........... - -2.08% 486.90 487.23 . . ..... .. ................... End Full Super 49+25 -. - - ............. .. 487.85 487.69 1.86% 16.00 487.39 ..... ..... 28.00 -2.08% 486.81 487.14 .. ...................... .. ... ... - 49+30.59 487.75 487.59 1.61% 16.00 487.33 . ... .... 28.00 -2.08% 486.75 ................................ 487.08 .. ...... ... .... - 49+35.54 .. .. 487.72 ............ - 487,55 ... . 1 M% .. .. .... - ...... . . M00 ................. . 487.33 28.00 -2.08% 486.75 48T08 .... ..... . PT 49+44.11 - 487.49 t00% 16,00 487,33 28.00 -2.08% 486.74 487.07 .................... .... . 49+50 .................. 48T44 0,73% 16.00 487,33 ............... 28.00 .................. -2.08% 486.74 ......... . 48T07 ............. . - . . .... .... 49+52.81 487.45 0.61% 16.00 487.35 28 0 -2.08% 486.77 49+55.59 487.46 0.48% 16.00 487.38 28.00 -2.08% 486.80 ............ ....................... 49+66.21 487.51 0.00% 16.00 487.51 .......... ...... 28.00 -2.08% 486.93 Level Crown ......................... 49+75 487.56 -0.39% ......... 16.00 --- . 487.62 ......... -111-- ............. 28,00 -2.08% 487.04 ........... - ........................ ................ .... .............. 50+00 487.69 .... -1.49% 16,00 .......... -- . 487.93 ....... 1-1111-1.- �: 11 1-11-111-1- 28.00 ---- -2.08% --.1- 487.35 1 -.1-11 - � --- ------------------- 50+12.21 487,75 -2.08% 16.00 488.08 .......... - ............. 28.00 -2.08% 487.50 ............. . ------------ ................ .. Begin Normal Crown 50+13.28 0.00% - 488.09 0.00% - ....... ---- --- - - End of Alignment REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS RH 2 UJ FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1114 PER COUNTY COMMENTS DRH 5 >ZW FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL 0:E -00" 7 F z DRH 8 zzz<w FOR APPROVAL DRH 9 1/27/16 AMENDMENT I (REMOVE BUS LOOP) Ld 0 :i W U W� CD 0� �� : aw� -� < 0 o i-- o T ca �: 1,- (1) LL 6- '-4.7 �1 U) . WO E: R r5 LL 0 < M < ir >: 0 U W o � >. 0 �0' co >: zo zo of W, Z) co Z < z UO) .2 T.- L.L1 0 cf) Z z U ;:4 !� u's cc cc 0 Z z c) U U rj� U ..2 z U U Z ;e 21 Q 0 > > U REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS RH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1114 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25115 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT I (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) '6% 'j APPROVED FOR CONSTRUCTION r'PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: N/A %,,CAD I.D.: DI -8 j PROJECT: ROAD IMPROVEMENT PLAN AMENDMENTI � FOR STH STIXRI-�EET STATION - 'JLD3ENT CIJLD\EEK PAIRKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA F BOHLER E N G1 N E E R1 N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com 04 'TH--in ow: DANIEL R. HINES 'P Lic. No. 043176 1/27/16 or Al. F, SHEET TITLE: SUPER - ELEVATION TABLE SHEET NUMBER: 6D �, , , . � - - - - , , � � � � _P .. 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I � 1;,,�. ?` I I I--,' , : + : � f : � . � � � � ii :: e ; ;�`� �! � I / ..' ;: I , .. : L ��.l - ." I - ./� / "i .. i! " / I - - , , I - ,,, I z or � � . 1i 3k SbAERALNUIE I. - : , �,-ii----_ - - - - ` .'. � , - _', � -,-- _j 01/1, . i ___ - " f+V . : ,_ , F I ) - - F THE CONTP - 3, -) SPECIFICATIONS ASSOCATED WITH THIS PROJECT IT IS THE RESPONSIBILITY OF _ACTOR !O I ALL OF THE DRAW!rI( � MIL . - , * ;�� ..*- 411i .0i li-� � .1 . ,:"� 1, It ; ,_ . . . . � WORK SCOPE PRIOR TO THE 1NITATION OF CONSTRUCTION SHOUL D THE CONTRACTOR FIND A COr FUCT WITH THE DOCU..'�ENTS RELATIVE TO I I , l: g: lei ,-I'- V � i " , p i , f , I /__ I , I ONSIBILITY TOI`]OT1F Y THE PROJECT El OF RECORD I PECIFICATIONS OR APPLICIABL . THE S E CODES IT IS THE CONT RACTOR'SIRESP ig, I : � i / , - , � ___ � I j , 'I ------ � WRITING PRIOR TO THE START OF CI�NSTRLICTIC,Ji, --ZILUR � I E BYTHE CONTRACTOR TONOTIFYTHE PP.OJEr;TErIGI�lf-:E,P.SH.A.I-LCOtqSTITUT : . 1, , . : . , ." . : , it I . I , , Jl I ) i I 0- FULL RESPONSIBILITY BY OM T� F WORK AS DEFINED By THE DRAWINGS AND . . � . - HE OR TO C FILE c THE SCOPE OF THE i ACCEPTANCE - RACT, I : : : 1 ". I : I 1 I I , I,?,)� Nj C F W 1 T Fu H LOCAL, REGI JLATIONS AND GODFS 6-4 i ..z I LCLL . I I " . : : , . .. : : � � I I I __ I I " I �., � f " I �� I I / I ? I I , -11, , (P 1, \\ % " -1 I I I L 1, I -1 - - - - - - I I -X I '1% i . �:__j , I \ __� ", I , , 0, % , r �. _17- % , I I . . 'IfD 1, I" 1- . I_uu 1, I I I I, I 1�', , % % % . I 1� 'k I", oil , , I I \ - II\ ,�� , I I \% I I \ I , I ,\ ", " I 0 " . . , , \ I % \ ".� � T�3 .. --------- .\ T, I I . . L --------- , . ", , , .. ,\, I I Ii" �� I "",, "I � , t , , . N A - % & - _160 ------------------- - I , i . 11 Ill I \ , . - , I ; \ ------ . � - I aiwi� I - \ k � @ - - , 4..-------------,-.��..-.�.---.-..--,..--.------ ________,_1 1, I " , . 1, � 11 , 1, ")I I , . 7 - - . � 11 If - - , i� ; I I "_ : ; I 11 : ----------- ii I ! � I i I 11 � 1-i 1; 11 � \ I I� I . 11 ! \� : I I! : `ll� , "I � I \ 5 1 0 25 12.5 0 50 1 1 1 =777� 1"= 50' r, REV - -- - - - BY T_') i ______ � � -------- ______ PER COUNTY COMMENTS - - ----- DRH - --- ------ 2 _j LL 2 - DRH 3 8/ 4/14 ___ ______ --------- FOR APPROVAL uf I .'- 1 ---,------- 10/1/14 0 - DRH ._______._________.__________ 5 < < 0- �' C' 5 tH � -- DRH 6 - 3/12/15 ---------------------- FOR APPROVAL <f 0 - 2� L -L, �� P -� P4 - - FOR APPROVAL ________ -_ DRH 8 ,� - :� -, 0, _ ........... ____ --..--- FOR APPROVAL DRH Z :L,: ... ... .. - --- - _____ I AM - ENDIM - ENT 1- (REMOVE BUS LOOP) ,� _-_� �� .. �� ,- - n ! !,� I .�) ` .- LLi -, - - § � L-" ,,,� �,- 5 I -.51 4� " ,- - "I 4 co 0 10 I.- � 10 .1_ F1 9 0 �0 ****** gg P4 �4 n_ �_ w (-) & i -el _', ,� L 17 - R! 6 PQ 9 "I - ;- ILL 0 < < :� �,_ l , ! 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I:::':.' , I , I I lr� I - :� , - - I � ?, I:z" c� � - �) cn � ,� U - x :� - 2 i. �- cr, i�! j;:�' �j ! 2� : :�, ^ � u �.; g 4 �� S2 . -. �� 111� t>j � - ,�� -�, -, -�!� p g Eli �j �: !a: g > S fE u �� %,.. i-_ .,00 or I REVISIONS REV DATE COMMENT BY ------ ---- 1 ____ 5/15/14 ______ � � -------- ______ PER COUNTY COMMENTS - - ----- DRH - --- ------ 2 ............ . ............. 6/23/14 ___ - �__ FOR APPROVAL - DRH 3 8/ 4/14 ___ ______ --------- FOR APPROVAL - DRH 4 ---,------- 10/1/14 __ -_ _____ PER COUNTY COMMENTS - DRH ._______._________.__________ 5 10/30/14 -.---- FOR APPROVAL -- DRH 6 - 3/12/15 ---------------------- FOR APPROVAL DRH 7 3/25/15 - - FOR APPROVAL ________ -_ DRH 8 5/13/15 _ ........... ____ --..--- FOR APPROVAL DRH - %% 9 1/27/16 ... ... .. - --- - _____ I AM - ENDIM - ENT 1- (REMOVE BUS LOOP) - DR THE FOLLOWING STATES REQUIRE NO-11FICATION BY NERS, OR ANY PERSON PREPARING TO DISTUR THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4843) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) 'l j r------------------------ APPROVED FOR �. CONSTRUCTION __" Or PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: 1"=50' CAD I.D.: EC8 .0.0 PROJECT: - _' ROAD PLAN ! FOR - 5TH STREET STATION - BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL � ALBEMARLE COUNTY, VA ) r -I a 13% .' Ir fr L E R ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 . �, www.BohlerEngineenng.com ./ F, SHEET TITLE: -I EROSION AND SEDIMENT PHASE Ill SHEET NUMBER: a A 0 - -- \ \\ /"I, / , I- I / /I . / . 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B+B � , � I I " " I // I I I I - � -- � I f , / I f / I I I j I - - --- , , " 'k , , -\ , X -� — -- ,.\ I - I I I , , I I I. \, I / / / / " l/ 0 .I -- --- -, -,, � ------------ \\",\ I - ---- I -J, / - I I I " I, ", " , " I - I I j I I I I , /do# 7 " - ,� I I 1, , , � th, % 'i , I I I % % % % 'I ,\ -- --- 1* N I - " I . / - - , I , , I I e I I "I ,� I " " I, " - - � - -Ik- I I , 1 1 't I I %I %I \.\ , % I , i '11 ",\,%,% V\ ,\,% k " - -- LSR 39 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' SEEDLESS SWEETGUM 2 1/2-3" CAL. B+B 11 I .1/ / , " /V� I I I I \ / t t I �n " ----------------- - 1, ,\ \ ----- o-, �.` , I I - , .% I , / . � / I I " 1, ; I A k � , , I I It k 6 \, \ - I . \ I'- ---- - !!::j::�* I I I I .�,/z.--.��.� - I I I , " I " -.'1,/.�:1.:- , I - , I '� I ",�, � " " I 'I . . I �>l -:1 % N, I I V ,� - , I ,--- I -- PLO 17 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3 1/2" CAL. B+B I �)--, /,-""/'-, I I I I " < � , 'or I /� ,�, �\ I , , " � �, 1, It I -- W -1 .1 .. 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I- I --� , I I 'I , / % k I % 'I I -, )" K-- I " ORNAMENTAL TREEM : ,\,I , .11 I .�/�,�'. 114 1 " i i I , ,�:�j ------------- i \, "" - - --- I , - I I , I I I .1�1 � 1 , / 'I I I L. " -% uvk . ,;",� I - 'T I I "" ,I I \1 It I / " / \ , I I %; I I I 11 , I, -------------------- -1 1/2" CAL. I . / , 't k , , I � I 1 t � 1, � �, BN 12 BETULA NIGRA MULTI STEM RIVER BIRCH 1 B+B b ;/1 " " I 1, " I ; I -- — — -- " % t, *% I ! -- / / I - I'/"- I I I- I,- I,- j ---, " ; " i I ),�' " I ",:*1 ` .A. ,,I � ` I I IN, . ( �1-1 "'? " " I j , il I "I --------- l - -- ---� ---� I ", '�, ,It � il,1�11%k.��,�::� , �, 1 ------ cc 32 CERCIS CANADENSIS EASTERN REDBUD 1-1 1/2" CAL. B+B 'Z, ", -",�6, I N-T-- / D-, 'j, -, ", I " I'- ') /" ,,, f I K 'I -" 1-� 1% \, 1; - ------- CF 21 CORNUS FLORIDA WHITE FLOWERING DOGWOOD 1-1 1/2" CAL. 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I N It \N \ I[= IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 11"�� J!F�: .1, ?, 1.1�.- f".: " , -1 I --- -------------------------------------- I I ! ; I 11 I . ,ii�� :, � I / \ "...--.-----.------.--------------...-, \ il I 11 . , i3 I.." I 1: % 'I WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO : � I - ..;- � , , I I I e- IN -,1 ! , \1 .." I 1 =50' : ,:: . ,�ii % i ,,, I 1 :\-"-- I ------, - I i t % 11 . .,.� THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN ,i� I - I — . J. I ; r --1 I ! 11-111, , % I ", \ . I - : I , WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 11. : .�. �� Al , ,� w � ,, I 1"i" � : � -, , " Y I ) ! : ------------------------ I -- - ; � I A I � " i : , -, I , i: �',� � 1, 11 ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 'ttf� : ,-L� " ,j i : I i . 1: i . . . . . I I . : � � �� I: , TH LOCAL REGULATIONS AND CODES �, � : , 0 � . � ��- , I I ; I I " � i FULL CONFORMANCE WI -- - -- 111 : � �J .. , , / , : I -j i t .1 - I I �! I I i ! I I I �, I - .11 ; , � -- I : I I . i i 1. , ? I I . - . , IF, REV DATE COMMENT -i � 1 , 5/lb/14 PER COUNTY COMMENTS umri 2 LL uj.tc 8 . k DRH 0 8/14/14 - FOR APPROVAL .,r , :� .- >0 - 5-. � jl� 10/1/14 PER COUNTY COMMENTS DRH 0 < 2� X!� 100"i T- u DRH 1 6 3112/15 FOR APPROVAL , 2 --I 0 5 � 3/25/15 z ;4 8 - - ::i 2 Z i� �Z:� w � 0 - DRH �9 u r--4 (R MOVE BUS LOOP) YA �5 ii �� - U 3: 3: t� w< E:D � . 9 �� 'r r4 1101mill 4� , 0 X - �a r- �) �: L� EL g � Z�� 04 �Z� �� 1; . U) w . ****** .- � �k r, ", 1�4 0 LL e F, PINIIIIIIIIIIIIIIII w 9 C) � LL 0 < 2 < >, 0� Ir E; C�. 25 �� - 3f (9 �w- W 0 * u - -:, �'i 0, - @ 8 �- . ge:2u,:§ 0 rL 0 �� m -,- -n z Z: 20 �f M F- 1z- 85 0 .<:� � U �jc �� i� �� -I, Z.9 0- � " i. .0 **** - . .� 0 0 � rL P� Cc �- t15 � 4; ,�,<, 4 .!� cc - 12 - 'ah, Z � " �, pq4 :-� P4 �5 p- - CC �-, �- U-5 � p = < m .0 0 X 0 b 4 u C.) - ;-L t 6 � : � � P �4 �� > �� 4 -1� �-- E'. , ,� V'R �:) cc � ,�,4 ., � 4 e. �� 4 .2 - - � X U.) Lj � 0 u C) �� cf� g 4 �4 6 �� p - ;- 1z �� :� ;ea! .4 " " ,4 ;;�- 1 59 > X If u �g � "', F, -I REVISIONS REV DATE COMMENT BY I 5/lb/14 PER COUNTY COMMENTS umri 2 6/23/14 I FOR APPROVA DRH 3 8/14/14 - FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 1 )114 FOR APPROVAL DRH 1 6 3112/15 FOR APPROVAL DRH 7 3/25/15 — FOR APPROVAL DRH 8 5/13/15 I — FOR APPROVAL - DRH �9 1/27/16 I (R MOVE BUS LOOP) DRHJ THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) %� r APPROVED FOR CO Ik. -- NSTRUCTION j PROJECT No.: V122001 1 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: 11.=50. %,. CAD I.D.: - LS8 IF, PROJECT: ROAD 1 PLAN FOR 5TH STIXDIN..EET STATION - ]DUENT CJTL ZEEK IDAIRKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL � ALBEMARLE COUNTY, VA --./ - F, -I W BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 - www.BohlerEngineering.com .f I A'Aid I lwv:f � NIL . hv I - - DANIEL R. HINES .0 Lic. No. 043176 1 00- 1/27/16 . . PONAL � I P' SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 9A I..— if It I x IN ------ I I I I I / I " , I x If I , I I , I - I I I ", I If k, I if I I if 11"tt, If 11 / I,/ I If IN f I If if if I if I\\ Ile It IN If It If if IN "'A /I I if Ile if it it 4f If /1 11 1 , , I if It I I 'A It I I I If I I I IN IN If I If ";rk v, u if I \IN 'IN 'I N, NJ 0/ N\ it IN IN It If N IN I If ---------------- - IN IN \\I - If If It If If -- -------------------- if I, ef V 49 Z J,\ N, Ile ....... ... ....... 41 A lie I/p ? z el", lie, z I/e, If 'It I Vie 6� IN "If �q'y' fill, ell, IZ I e/ If It I . . .... /,I j/ if j I Zile If 711Z17 I if I If If I " " " I / " , I I ... I I I I file, I 7 ell 0:::.X. X; f, ""fe I fA lie 'If fM!i if I z LU If If if Z" tz)o If I If t, .... . if > jtc f I Ile if fee i I V -T if /11 ---------------- XXXXI tj X I ;f" if 1/1 if /,"O'Y", If "I fee; I I If 0, IN if 1, If I Act if If I I 50 25 12.5 0 50 50' ei Ile If I f if I If I' , " I A"/ f"l, If if -z If if / I I I If -A if ,V lie II PL( A\VZ�, -7\ 'A if Ay 1X/ \'N I I Ct if 1, '1 1 1 If If if A IN �,y IN "I ZA L\ LN if "X! If -A if if 7 le A/N //e/ _/� IfIo" if I ^M, A!", _7 xyl/ IN -v LX +f 41 A r, -Yvk�-,Z�-A_2�-, 1 PLO f2 , I , If /A A' �AA I WJ891010 if Ile 1 PL6, If I k/ -A- 7- + CC 41A /+3 -------------- "T -V Ili-::) * ef in /V� I �Or I F t � , s AU + + IX' /+ v I fee 4-, It XX 50 7 +00 If, All 1 711 0� W, —2 CC "o, A: N 41 CC 2 CC,----' o;, e� - ----------- C 6Xc-" Z, ei ---------- �3 kRAF ........ .. /if + f(/e/,V/X fee '0, 4 Y, ------------ like CT 1 4- If I + I if _z -2 CC e, I It /if + el + RAF I, If I ,eo-4 I' Ile rr if e " I I . " I I I 1 1, / I ", -1-1 PLO h ...... '14 LI 5, . ... ........ +/ '\X ------------ 00r, If 6-Z /,+l OLO 44V I, 5p" :r::a 77.7. .... .......... < & K0,W,6Rt NOTES: C + 40 + 1 PL Ile I 6C I V/ k7LA"k ij, itra P1 Plant Lim Ybm me hdte SaMc Instructions, for Your Plahtra Trep Tubesffrees Thank. you fnr choosing Plantra 2, Tm-_ Tube a. Orienting the tree tri and Abntirg L&P You Masn It! For Phyu)-Biaildier- TretTbbei there air thro,�sets of large holes fotsecuring the cable ties. The topof ttie Beforewc get started �usta quick notc about Ptantrat 10lie is the end with 11 'e two 5,2N Oftie holes 1.1101. are TrecTubcs in general -All Tree Tubes fro Plantra Illie CIQ$CSt t08CthV7. are designed to protect and grow stinall deciduous or For thenibex Comb tree tube the Mired erd i� the hardwoods,eterthing trees aull direct-serded acorns and top. jitjts.Th� key point is that Plantra'Free Tubes need to ��.Pruning side branches be teller than the seedlings theytire intended to prott-�t - IFyour seedlaigs have side (lateral) brandics please alid grew and are not utterided for use as a"barkwrap- TMOVC tbe`V1C3r-.fu)Tv iising.- mil-sliar-ened oround sapling trees �trfts that arealready taller than the Trurdne sliearerA before instn1ling flte tree tube, Do irceshelte,) - please use Plantra Itee Bark Protectors for NOT bend4de branches urward to squeeze or fbil F.IrPOS)8, See Vlipre I otherwise force ti tern into the tree tube. DoiTig b�, wit encourage narrow braricla crutch angles that con please Noter histattation instructidlis assattire seeilling calise weak bralichingsiad other problems as the tree hirti: been properlyplanted arrording to),our nurseWs matures. i��e: 11 r"2aaMI'i, Prune oardJiiflgq to iw I-, s�ei is wa %ulbinj` them.. It is trilpc.�tint �hat the fit loirm: -d !,�,forfabl� A i n is.;, d c,, th e tre, _,., robe to TT� provdc. room for% air RGURE 2 tj,�Ve, nent and prop;,�r - I / I < 1. REFER TO SHEET 9A FOR LANDSCAPE SCHEDULE. -------- -- 4 + 2. REFER TO SHEET 10 FOR LANDSCAPE DETAILS. i +1 -T I ell + ------- V�w 0s 3. ALL TREES WITHIN THE BENT CREEK PARKWA + + -------- + y + 4- + + RIGHT-OF-WAY SHALL BE LIMBED UP TO A HEIGHT OF 7' fe if I It If ;+1 PLOf Z� TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED, b� + + 3, 'If ,,+, /+ + NJ89000' + fee /51! if ell X N J8906JO lz� -------- L-7- X 0 +1 PLO ele I/ + ;I If + I lo If / I If, ell + /3" + If if It + +1 + if If f e/ X I le I' I -Z1 ef Ile + -A 1 ------ - _Z� , ::::� I � I --------- ----------------------- z C(I —W -------------------------------- --------------- fee I If 11 If el 520- + iL ------- if I ---------- + --- ---- -t- If ---------- ; I . I I IN ------- --------- ------------- ------- 4' leaving the loop III; laf- ver the ge as possible, to nt r ,stake. Note:'Iblbex Combi Tiee Tubes come with pre -threaded tie�. Next. loop cable ties liver the stake wh; le simultaneously Sliding little (town gently over the seedling, Scat tube bottom. firmly i rqo soil �urface. Thicadvantageofthis melhodis morerzipid field installation,w1deb i�hclrftd forontrictors. 02111PIant Inc, -All Rights Reserved it i"Y' N! ---------- ----- --- -------- -------------- I I lt� i _, --------------- + vertically into soil. angle to create a against vertlele side of hole, replace soil N, .. . .......... + 4� 4 % D wedge of soil. ---------- ------------ ----------------- Insert a sand shovel Insert shovel at an Lift out soil wedge- Place seedling + -------------- + '0- -r- — - + omn�fE WOOD, +i wedge, then step on + + + + 4- --------- ------------- ---- wedge tofirm -W,�,9 W1 CAP ell I , LIN41TS OF vV W I ell, 1 /111, , , 11 .. 1%.1 . -, , 11 %\ ____ i"INIA 57ATf )IMf' ------------------ - �+ t "'r, 't, + -p—, -f-, - +,- - , & I BARE ROOT SAPLING PLANTING DETAIL 98";I(j, 09b�DINATES DI_SMTB��Nff LEGEND fe if I I/ SOM ZONE (NA DENSE imorl's v, I "I, I il " I I I I D 8J) I - - I f`nKITPArTr)P Tn II`NIqTAl I APPP()r-)PIATr= tiAnKinqrpippm Amn TPPP qwr=l TP:P AI=TP=p Pl AKITIKI(I- ------------------------------------- ----- -------------------------------------------------------------------- DJMRtIAN� —510— — — — - ------------- ---------------- ------------- ------------------------ . . . . . if ---NORT ------------ ----------- ell, --------------------------------------- - ----------- ----------- ---------------------------- --------- )WG ----------------------------- ------ --------- I54ff r ------- A, I, -Ax ---------- --------- -7 ------------------------- -------------------------------------------------- --------- ------------------- --------------------------------- ---------------- 500 ----------------------------------------- ------- ------------ __ZZ — — — -------------------------_— ---- -------- 7:7.:L — --------------------------------------------------- ------------- ---------------------------- ;:�', --------------- ---- ----------- ------ ----- ------ ---------------------- - ------- ------------- ------------------ ------------ 0.76 ACRE PLANTING AREA PLANTED 10'ON CENTER. BARE ROOT SAPLINGS ---------- ---- 70 ----------- ----------------------------- --- ----- - ------------------------- 7 ---------------- BARE ROOT SAPLINGS SHOULD CONTAIN AN EQUAL MIX OF THE FOLLOWING -- - -------- --------- ___ --------- ----------------- -.� --- -------- ------------------ ------------------------------------ 80 SPECIES: ACER RUBRUM (RED MAPLE), BETULA NIGRA (RIVER BIRCH), PLATANUS GE[JERALNOIL ----------------------------------------- ---------- - ---_------------ - ------- -------- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRA��INGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT OCCIDENTALIS (AMERICAN SYCAMORE), NYSSA SYLVATICA (BLACK GUM), WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN QUERCUS BICOLOR (SWAMP WHITE OAK), QUERCUS PHELLOS (WILLOW OAK), WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN AMELANCHIER ARBOREA (DOWNY SERVICEBERRY), PINUS SYLVESTRIS (SCOTCH FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES _j PINE), AND CERCIS CANADENSIS (REDBUD). RGURE,- DATE Once anyside braiictws have been removed it's time RGU'RE I toplac, thetubieote, the seedling andscurc itto the g 5/15/14 stake. The two easif�t methods are as fculows: Propur Trew Tube. and 2 Support Stake 1ngw11;ffoi0n Instal I the tube over the seedl ing first before 1, ec?Ipp"itf-'r sr,?i�a I'm7�0xs�'eifs looping -cable ties around stake, Guide the tube gently over the seediiing arid �,-at the Choose locatioIn for treetubc, support stake -- We tube bottom firmlyinto the svilneict to the stake, recomaulaid tliQ north side c�*Q scedtingto avoid the Nxltt, iosert the cable ties thr6i*h the access holes stake blocking surdiglat. On exposed. wfridy sites place wrap the cable tiesaround the st�_e, securc�tmd cinch the,stake to the %vladward side for mory stability. light.The aJvajitoge with this method is thatit is 1, P)sitioa the st,�c inches fromthe wTd'ing. Then tocenter the tubedlirectly over the seedling drive stapport stake strai _dL into die soil (aborit 14 16 'i"ttr )re attaching the c;qble ties to tlie stake, inch�f, depending opon the t ube litight), lust deep FOR APPROVAL enotighto keep it h 7 abovethe topcable tie of One tree tubo (Hit -- use Loop assembled cable ties overthe stake first. stan,iing tree tubea� a guide to assure PMper Stake With depth), the cable ties through the li holes and assemble leaving the loop III; laf- ver the ge as possible, to nt r ,stake. Note:'Iblbex Combi Tiee Tubes come with pre -threaded tie�. Next. loop cable ties liver the stake wh; le simultaneously Sliding little (town gently over the seedling, Scat tube bottom. firmly i rqo soil �urface. Thicadvantageofthis melhodis morerzipid field installation,w1deb i�hclrftd forontrictors. 02111PIant Inc, -All Rights Reserved it i"Y' N! ---------- ----- --- -------- -------------- I I lt� i _, --------------- + vertically into soil. angle to create a against vertlele side of hole, replace soil N, .. . .......... + 4� 4 % D wedge of soil. ---------- ------------ ----------------- Insert a sand shovel Insert shovel at an Lift out soil wedge- Place seedling + -------------- + '0- -r- — - + omn�fE WOOD, +i wedge, then step on + + + + 4- --------- ------------- ---- wedge tofirm -W,�,9 W1 CAP ell I , LIN41TS OF vV W I ell, 1 /111, , , 11 .. 1%.1 . -, , 11 %\ ____ i"INIA 57ATf )IMf' ------------------ - �+ t "'r, 't, + -p—, -f-, - +,- - , & I BARE ROOT SAPLING PLANTING DETAIL 98";I(j, 09b�DINATES DI_SMTB��Nff LEGEND fe if I I/ SOM ZONE (NA DENSE imorl's v, I "I, I il " I I I I D 8J) I - - I f`nKITPArTr)P Tn II`NIqTAl I APPP()r-)PIATr= tiAnKinqrpippm Amn TPPP qwr=l TP:P AI=TP=p Pl AKITIKI(I- ------------------------------------- ----- -------------------------------------------------------------------- DJMRtIAN� —510— — — — - ------------- ---------------- ------------- ------------------------ . . . . . if ---NORT ------------ ----------- ell, --------------------------------------- - ----------- ----------- ---------------------------- --------- )WG ----------------------------- ------ --------- I54ff r ------- A, I, -Ax ---------- --------- -7 ------------------------- -------------------------------------------------- --------- ------------------- --------------------------------- ---------------- 500 ----------------------------------------- ------- ------------ __ZZ — — — -------------------------_— ---- -------- 7:7.:L — --------------------------------------------------- ------------- ---------------------------- ;:�', --------------- ---- ----------- ------ ----- ------ ---------------------- - ------- ------------- ------------------ ------------ 0.76 ACRE PLANTING AREA PLANTED 10'ON CENTER. BARE ROOT SAPLINGS ---------- ---- 70 ----------- ----------------------------- --- ----- - ------------------------- 7 ---------------- BARE ROOT SAPLINGS SHOULD CONTAIN AN EQUAL MIX OF THE FOLLOWING -- - -------- --------- ___ --------- ----------------- -.� --- -------- ------------------ ------------------------------------ 80 SPECIES: ACER RUBRUM (RED MAPLE), BETULA NIGRA (RIVER BIRCH), PLATANUS GE[JERALNOIL ----------------------------------------- ---------- - ---_------------ - ------- -------- IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRA��INGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT OCCIDENTALIS (AMERICAN SYCAMORE), NYSSA SYLVATICA (BLACK GUM), WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN QUERCUS BICOLOR (SWAMP WHITE OAK), QUERCUS PHELLOS (WILLOW OAK), WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN AMELANCHIER ARBOREA (DOWNY SERVICEBERRY), PINUS SYLVESTRIS (SCOTCH FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES _j PINE), AND CERCIS CANADENSIS (REDBUD). REIVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL Lj _j < FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL < < 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL 0 7 3125/15 z DRH 8 z z Fu s g DRH U AMENDMENT1 (REMOVE BUS LOOP) LLT �� -t La ;� 3: lai 0< 1W 0-4 W_0 0M U U, C) < R LL 0 < >: 0 U :j Z 0 F --'>O' 0' 0 Z lao: >: 8 10 a.f - F_ I <Z _j M -W < 0 z z p� z z 7� Cq Z Z U 00 82 U!l > > z U L REIVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3125/15 FOR APPROVAL DRH 8 5/13/15 FOR AP ROVAL DRH 1/27/16 AMENDMENT1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VAI-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) 4%. APPROVED FOR CONSTRUCTION 00 PROJECT No V12200144 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: 11.=50' t,,.CAD I.D.: LS8) PROJECT: ROAD IMPROVEMENT PLAN AMENDMENTI ' FOR — 5TH STREET STATION — BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 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.Boh�lerEngineering.com pr,�NLTH - - .so tip DANIEL R. HINES Lic. No. 043176 1'27'16 C 0 L ji�� I Z �qpl 910 N A P SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 9 C LANDSCAPE SPECIFICATIONS REV DATE NOTE: TREE STAKING TO BE REMOVED J 0 SLL 5/15/14 PER COUNTY COMMENTS DRH ONLY TREES WITH ONE MAIN LEADER AFTER 2 GROWING SEASONS o 0 0 o i 1. SCOPE OF WORK: 9. PLANTING 8/14/14 SHALL BE PURCHASED. DO NOT PRUNE 0 Z� 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 5 QQzdw=>z�az o DRH PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, 3/12/15 THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TREE AT PLANTING UNLESS DIRECTED 3/25/15 FOR APPROVAL TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY 8 PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS FOR APPROVAL TO BY PROJECT LANDSCAPE ° 1/27/16 THE GENERAL CONTRACTOR. LLT ° wZ THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH ARCHITECT DO NOT WRAP TRUNK -Q�g s©§ TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF ° comOa� O 2. MATERIALS WRAP TRUNK ROOT BALL REINFORCED RUBBER HOSE (112" ° o 0o NLY TREES WITH ONE MAIN LEADER SHALL BE 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 w ♦��♦ piq,) PURCHASED. DO NOT PRUNE TREE AT PLANTING DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTED o UNLESS DIRECTED TO BY PROJECT LANDSCAPE F PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. o 0 ARCHITECT B. TOPSOIL -NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE 2 PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN 2"DIA. HARDWOOD STAKES 213 TREE HT. o p 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 OR TWICE THE WIDTH POORLY DRAINING SOILS. 2 PER TREE SET ROOT BALL FLUSH TO GRADE OR MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. OF THE ROOT BALL; 4" BUILT-UP EARTH SAUCER EXISTING GRADE SEVERAL INCHES HIGHER IN POORLY z WHICHEVER IS Y z> m } z °O H Q O J F v DRAINING SOILS. 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 GREATER 3" THICK LAYER OF DARK PREPARED SOIL FOR TREES = III=I 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 1 PART PEAT MOSS III -III= 3"THICK LAYER OF DARK BROWN PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. ♦ �4W DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE I I=I DOUBLE SHREDDED HARDWOOD 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" 3 PARTS TOPSOIL - MULCH 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST 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 OF WELL -COMPOSTED LEAVES _ I 4" BUILT-UP EARTH SAUCER 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 OR RECYCLED YARD WASTE TO UNDISTURBED SUBGRADE — =- BEFORE PLANTING ADD 3 TO 4" OF WELL -COMPOSTED D. MULCH -THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE - - - ..:_:._::.,..., , .._:.,. - -I I- �?.': - - BED AND TILL INTO TOP 6" OF I-) I -I I _ - _ Y "' V - _ —I I I I—I IT LEAVES OR RECYCLED YARD WASTE TO BED AND TILL BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED OU APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. i I I I=III= I I=III=III- PREPARED SOIL. I I (- I INTO TOP 6" OF PREPARED SOIL. DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. $j THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS I=I I -I I= - I) FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE UNDISTURBED i I- ` - -I - - 4-6" DEEPER THAN ROOT BALL - -_-_- - II I I II _ I=III-III I I �= -III- I I EMOVE THE TOP 1/3 OF THE WIRE BASKET IF E. FERTILIZER FOLLOWING PLANTING SEASONS: SUBGRADE —I =III=III-III-III= -III-III=III---- REMOVE THE TOP 113 OF THE WIRE BASKET IF -IIF —I III I III- PRESENT. ANY AND ALL TWINE SHALL REMOVED 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 "' DIG WIDE, SHALLOW HOLE I i I= I I -' I I— ' PRESENT. ANY AND ALL TWINE SHALL BE REMOVED I 12" -�I--I� . FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED INA 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 WITH TAMPED SIDES FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. 02 BE FOLDED BACK INTO PLANTING HOLE OF ROOT BALL z 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUND E 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 SET ROOT BALL ON FIRM PAD A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. IN BOTTOM OF HOLE PAD IN BOTTOM OF HOLE F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS 1G��( TE]DL% jD EEN �y }�TP1f TNG DET }� IL TREEPLANTING DETAIL T17 EE 13LANTING ON SLOPE 1f1 ET i� ITL �"�JL NURSERY STOCK" (ANSI 260.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY &LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING Jj� `IJTJL`SJLaJGl �I` JLC ��l�y �j JLA �1` L'"�Jl .JLC 1 �I` JVJ.Jj� JL ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA NOT TO SCALE NOT TO SCALE PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1%/ , KOELREUTERIA QUERCUS VARIETIES o o ONLY TREES WITH ONE MAIN LEADER EE��O ��EC�E�C��®� WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA .0.4 o SHALL BE PURCHASED. DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES o0 0 ° ° o TREE AT PLANTING UNLESS DIRECTED 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF o ZZ TO BY PROJECT LANDSCAPE ARCHITECT 1. MATERIAL: GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE ° DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK ° 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES 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: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS FOLD BURLAP AWAY FROM ° o oo TOP OF ROOT 1.1.1. 80% - TURF TYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME PREPARE WIDTH OF ° BALL 1.1.2. 10% - KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. • 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR ° 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: TWICE THE WIDTH OFo o 0o SET ROOT BALL FLUSH TO GRADE 1.2. INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT THE ROOT BALL; .01 WHICHEVER IS GREATER o o OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER 1/2" CALIPER OF TRUNK PREPARED SOIL FOR TREES (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS 3" THICK LAYER OF DARK BROWN DOUBLE 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A 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 OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1 PART COW MANURE SHREDDED HARDWOOD MULCH RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS 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 OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND OF THE ROOT BALL. UNDISTURBED T RECYCLED YARD WASTE TO BED - - ' INITIAL ESTABLISHMENT. 4. SITE PREPARATIONS _ SUBGRADE _ `"' —III= "'="'+ ±''?~r°" "?" _ _ I=III=I I AND TILL INTO TOP 6' OF 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT 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=1 I 1=III= I �I (I=III- PREPARED SOIL. OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE. I I=I = - _ - COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE I 4-6" DEEPER THAN ROOT BALL THROUGH THE STRAW LAYER. 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 DIG WIDE, SHALLOW HOLE I I, I= III=I I (I= REMOVE THE TOP 1/3 OF THE WIRE BASKET IF I II I III I, 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 -I =I , I I II II =III- I ' PRESENT. ANY AND ALL TWINE SHALL BE 2• EXECUTION AND PREPARATION: 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 SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS 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 () AROUND BASE INTO PLANTING HOLE AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF TO PREVENT SHOCK OR DECLINE. ROOT BALLLL SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED PAD IN BOTTOM OF HOLE AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO INSTALLATION OF IN ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE DECIDUOUS �C]I�EE PLAN TI 4O DETAIL PLANTING AL SOIL ANALYSIS. 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE WATERING SPECIFICATIONS AS LISTED HEREIN. PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE 5. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL 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 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 ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 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 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 THAN 2" DIAMETER. 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 BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME FOR CONTAINER -GROWN ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS GRADE AS IT BORE IN THE SHRUBS, USE FINGER ORSMALL ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF 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 HAND TOOLS TO PULL COMPACTION. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. THE ROOTS OUT OF THE OUTER ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES LAYER OF POTTING SOIL; THEN 3. INSTALLATION: 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 MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 1 PART PEAT MOSS ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 1 PART COW MANURE AND RECOMMENDATIONS. STANDING IN THE TREE PROTECTION ZONE. 11. WATERING 3 PARTS TOPSOIL PLANTING 3" THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. MIXTURE WILL CHANGE WITH BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS SHREDDED HARDWOOD E MAY ALSO BE PERFORMED WITH THE A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 8-12" MULCH ENGINEHYDRO /ARC ENGINEER/ ARCHITECT'S APPROVAL. 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR 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" _ - _ :,r..�.ti; FINISHED GRADE DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. 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 OF WELL -COMPOSTED LEAVES—PLACE SHRUB ON -I 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. AND RECYCLED YARD WASTE ,-I I- aas I -I I NTAINER f11= FIRM SOIL IN III=III=I ` AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND TO BED AND TILL INTO TOP 6"=III I =III BOTTOM OF HOLE. VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE 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 OF PREPARED SOIL I I I = III=I I = I I=I I I=I II = _ _ _ _ I I= I= APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A AMENDMENTS SHOULD BE (SED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS DOES NOT RESPONSIBILITY OF I REMOVE THE TOP 1/3 OF THE �— I I=1 I I=II FE I I—I I I I I—I I I—III—I I =—III—III—III—III- III -III RATE OF 80LBS PER ACRE. PERMPOSITION FORMED FORMED BY°F A CERTIFIED SOIL LABORATORY. MAINTAINING NING T ENDESIRED MOISTURE LEVEL) FOR VIGOROUS,(HEALTHY GROWTH. III III-III=III-III_ WIRE BASKET IF PRESENT. ANY WIRE -III, IIII=III=, ,I - -III-III III 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC 24"MINIMUM AND ALL TWINE SHALL BE UNDISTURBED RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE REMOVED FROM THE SHRUB SUBGRADE SOIL IS AVAILABLE EVENLY APPLY 12QUAR STARTER FERTILIZER PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH 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 RATE F AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). OR WOOD STRUCTURE. AVOID MATERIAL WITH 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 NEW SOIL. 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF 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 WILL BE PLANTING HOLE SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING 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 AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC 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 PRODUCT MANUFACTURER RECOMMENDATIONS.) SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. AND E� 4E�G�EE� 4 I`Iv' \\`r/ dl•\ill DECIDUOUS 4. MAINTENANCE CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. �Hj® IT Tj[� �L�T�°ITT� jf�jE��l PLANTING I D 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS 7. FINISHED GRADING JLO l� JL)1 JL �1` IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF 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 SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE 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 WITH HEAVIER SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. CONDITION AND FREE OF INSECTS AND DISEASE. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN PLANT MATERIAL SPACED AS SPECIFIED. ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER INCORPORATE 2" OF PEAT INTO 6" OF SEE LANDSCAPE SCHEDULE FOR PROPOSED THICKNESS (1"t). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED SPACING. ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 3" THICK LAYER OF C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT DARK BROWN DOUBLE CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP SHREDDED HARDWOOD BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE MULCH CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED 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 AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER ff7, ff 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL :',• f k .. : ; . `:::'. f XISTING SUBSOIL A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY —III—III-- -III III BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED D= PROPOSED ON CENTER FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK (O.C.) SPACING PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL FOR FOR REQUIRED SPACING 1.2. 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP D D E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. D GEIJERALNOTE TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE TRACTOCONTRPONSIBILITYTONOTIFYTH IN CT ENGINEER OFENGINEER � PE�ENNI %� L/G�(3)UND CO� TE� PLANTING NTING DETAIL FAILURHE (ORO THEST RT OF CONSTRUCTION E PROJECT CONSTIECORDTUTE WRITING PRIOR TO THE START OF CONSTRUCTION_ FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE WRITING �(� �-`� JLJf D/ 1"`� JL1) ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN NOT TO SCALE FULL CONFORMANCE WITH LOCARE(' ULATIONS AND CODES .00 REVISIONS REV DATE COMMENT J 0 SLL 5/15/14 PER COUNTY COMMENTS DRH 2 w J Q o i DRH 3 8/14/14 FOR APPROVAL DRH Z� 00 PER COUNTY COMMENTS DRH 5 QQzdw=>z�az DRH 6 3/12/15 FOR APPROVAL 7 3/25/15 FOR APPROVAL DRH 8 �> (DZJ_jo FOR APPROVAL DRH 9 1/27/16 AMENDMENT (REMOVE BUS LOOP) LLT ° wZ a -Q�g s©§ H Z OW comOa� O w ♦��♦ 8 F O d ° 2 w O U aQ j ° LL J $8 Or Q OZ o 0 z Y z> m } z °O H Q O J F v OCOJ0=w U) Q0�UU z5 ♦ �4W cc z zF w wzWW Wcn C7 OU �g O Z U $j Ir. z � U 0 y 02 z E U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: AS NOTED CAD 1. D.: SD8 PROJECT: IR0AD IM P13%0V1j"R IEdN T ]PLAID AMENDMENT I FOR 5TH STIJLDXEJET STATION ]BENT CIREEK JL_ X\ KWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com ��pLTH pF V DANIEL R. HINES )PP .p Lic. No. 043176 c O a 1/27/16 �s`S�OIVAL ��G` SHEET TITLE: LANDSCAPE DETAILS SHEET NUMBER: ul J INLET COMPUTATIONS Inlet DA C I Q Qb Qt S Sx T W (ft) SW 1.18 Eo a S'w Se Lt L Bypass Flow Sag Inlets Only No. . Type Length Drain Area Runoff Coeff- icient Inten -sity Incr. Flow Carry -over Flow Accum. Flow Gutter Slope Cross Slope Spread On Grade Gutter Width W / T Gutter Cross Slope Sw 1 Sx (App. 9C-8) 2.00 = a / (12W) = Sx + S'w (Eo) Comp. Length (9C-17) Speci -fied Length L I Lt E Qi Qb d h d / h Eff. 9C-18) Int'x Flow Bypassed Flow Depth Ts Spread In Sag (ft) 5.48 - ... . 1.77 Remarks -'n V 1 12 F On Grade - On Grade ... � ............. - ... On Grade On Grade ...................... On Grade In Sag ----l- . - ... . In Sag On Grade On Grade On Grade ..".1 .... 11 ...................... - On Grade ................................. . On Grade On Grade - I C-2 - RI- Curb DI-3BB - � , , - ______ .... -7 (ft) (acres) I (in/hr) (cfs) (cfs) (cfs) N (%) (ft) (ft) 1.18 - M 4.15 1.00 (in) N M) (ft) . (ft) -- � -------------- ---- � 0.55 I (cfs) (cfs) (ft) (ft) I B-2 Curb DI-3BB 6 0.05 0.90 I-- - ... . 6.70 � � - - . 0.30 .. - .------� -------------- 0.30 8.50 2.00 1.18 2.00 1.69 8.30 4.15 1.00 3.51 . 14.63 16.63 6.3 6 0.95 1.00 0.30 0.98 0.26 0.46 - 0.57 B-3 Curb DI -3B 6 0.06 0.90 6.70 - 0.36 - 1_111_.. - - - 0.36 - ..... . ----1.----- 8.60 - I .............. . . 2.00 � I-- - ..... 1.27 .... - 2.00 - . - 1.57 .- � � � � 8.30 I - 4.15 .............. ........ 1.00 . .......... . . 3.51 - 14.63 . - � � 16.63 - 6.8 ... � 6 0.88 � 0.98 - . - --1_111... 0.36 . ........................... - ........ 0.27 ........................ 0.46 ............ I 0.59 B-4 - - . � ... Curb DI-3BB ..... - ...... ..... . .... - 6 : ........ 0.05 -. ............................. 0.90 . � . ....... 6.70 0.30 0.30 - - - 8.60 2.00 1.18 - . 2.00 . __ 1.69 - ... - ...... . 8.30 - ................... 4.15 � . � � 1.00 - 3.51 � - � 14.63 � � _ ........ 16.63 � ..... � ............ 6.3 - ............ � 6 - .......... . ... 0.95 - - -- 1.00 . - � 0.30 � � 1-1 � � - .... . � 0.26 � 0.46 � � � 0.57 B-5 Curb DI -313 6 0,08 � ..................... 0,90 � .......................... 6.70 - � ................... � 0.48 � - - ..................... .................................... 0.48 .... ._ � - 7.30 � ...... � � - � ... - 2.00 .. . . . ..... 1.45 - .... � .... ... . 2.00 ............ - ......... 1.38 � ..................... � . .. ... 8.30 I ...................... � 4.15 _1111 -------- � 1.00 ------ ---_1111._ 151 .....: ..... ... � 14.63 ............. . ... 16 � ................................. ........... � ... � .................. ........... � .... _ -- ------- _____ ..... .......................................... .............................. 0................... ........................ ................... B-6 Curb DI-3BB . - 6 - 0,01 0.90 ' 6,70 0.06 0.72 0.06 2.30 Z00 033 2.00 2.41 8.30 415 1.00 3.51 14.63 .. - .... 16.63 � ....... - .... __ ... � ...... � .. 2�2 .... .. ___ .................. 6 ............. - � - . ... - - � --- I ............................. ........... ...... i 0.24 0,46 0.52 B-8 Curb DI -3C 6 0.68 0,45 ...... .... - � 6,70 2.06 I - - .......... - � . � . .................... .. . 2.06 - -1 . - ...... - .... .... - 2.00 � � I .................... 2.00 _- __ - - .. 8.30 ........... - ... 4.15 - .. � ... - � � - ... � - - - . .. .. .. . . ..... 6 ..... � � ----- . - - ... - .......... I ......... ... � ....... � - -_1.111.. ...... - 0,24 ................... .. . 0,46 ..... ............. 0.52 B-9 - - ... Curb DI -3C � ............. . . -- --- - --- 10 - .......... 1.67 � .................. .. - - 0.45 - - .................... 6.70 ............................... 5.00 ------------------------- --------------------------- __ _ - 5.00 - ------------ - I � - � ..... - - 2.00 _ - - - --- __ 2.00 - - . .......... . - - - - 8.30 � .... - ...... 4.15 ....... . .... --- � ---- � -- -------------- . . ..... ........... . .. ...... .......... ... . - ..... - .... � ...... � ....... ................ � 10 - ... - ..... - - - __. ---- � - - - - -- - - � � - - � I-- -1--.1 -1 ... --.1--, -1- 0.34 I - � 0.46 i 0.73 B-10 Curb DI 3B 8 - 0.42 0.75 - ----- - --- 6.70 - ------------------- -- - 2.21 -------- - --- -- - ------- ---- - ---- --- .............................. 2.21 � � - - - ...... � .... I 3.50 � - 1111 2.00 --------- ----- --- - 5.36 -- � ---------------- ___ 2.00 - - __ ___ - 0.37 - - - - --------------- 8.30 4.15 -- --------- 0.87 ------------------- 3.51 --- - 14.63 14.67 - -_ -_ - 12.0 8 0.66 - --- -- --- - 0.86 ---- --- -- --- 1.94 -- ---- - ---- ---- - -- - 0.27 ____ - - -- 0.40 - - - -_ 0.46 - 0.87 B-1 1 Curb DI -313 ........... 6 ................................ 0.05 I ... 0.90 I-- ............................ 6.70 0.30 -------- ---- 0.30 - 8.50 � - - 2.00 - ----- ----- __ 1.18 � -------------------- ---- 2.00 - __ - - --------- � 1.69 ---------------------------- 8.30 � 4.15 _ .- -- ------ � 1.00 ---------------------- 3.51 _ ----- - --- I- --- - 14.63 - � - - 16.63 - - 6.3 ............. � --- 6 - � - 0.95 � --- � --------- � --- � ........ � 1.00 I ------------------------ � 0.30 ........ - -- ---- � - - - - --- - - -- - 0.26 � .... ........ 0.46 � ................. 0.57 B-12 .."11.11111111 ........... Curb DI -313 -:-.1- .... - ............ - ... I ............. 7 6 ..... 11 .... I .... --1-1-1--, 0.07...._...,,......0.90 ...... � .... .............................. . 670 � .......................... 0,42 . .................. I - ................................. 0.42 ---- ..... I-- ..... 8.60 .." ..... 11111---- ... 2,00 1--- - --------------------------------- 1.34 : .................. 2,00 .... � ........ 1.49 1� � ............................... 8.30 .. -11111111--- .... 4,15 .... � ......... 1.00 .......... I ..... - .... 3.51 ............ � .......... � ... - 14.63 ... � ........ 16.63 1--_-------- ... 7.3 11-1---- ... � .............. 6 .. ' 0.82 I ........................ � .... 0.96 . - ........................ � 0.41 .............. - ... __ ..... - .... 0,01 ��,.��,��.��.�.��.��71.� 0.28 .... I ................. 0,46 ................... 0,61 B-13 .......... .__ ......... Curb DI -313 _11-111111111 ..... . ....... -.1-1 ...... I.- 6 , ....... . ***6' ..... 0.06 _. ' 0.90 ......... "' * - ------ -- - 670 - --------------- I 0.36 ------ * -- ----- ------ --- - L_ ------- - ".."11111111". 0.36 __ ........ � ... ____ 8.60 - ................. 2.00 11-1---.1- .................. 1,27 - ....... ..... . I ........ � 2,00 __11 ...... ....... __ 1.57 � . ........ . . . ... _ ......... 8.30 . � ............... � - - - 4,15 _-_------------------ __' 1.00 ___ ---- _____ . 3.51 ..... � ....... � ............... 14,63 ......... � ........ ��___ ... 16.63 � .......................... ; ...... 63 .................. ___ ... � ...... 6 ...................... - 0.88 __ ... ____ .... __ 0.98 - .... __ .... - _ 0.36 ..... - ... � . ............ - ...... � ..... � ...... ..... � ........ � ...... 0.27 � ... - .... - .... ___ 0.46 � ... _____ 0.59 B-14 I'- Curb DI -313 6 0.09 0,90 610 0,54 � - ................... . � ..... ... 0.54 ........ _ - ... . ........................... 7.30 � I ............................... 2.00 .......... . ..... ................. 1.51 .................. 2.00 ...... .. . ... .. 1,32 -------------------- ----- - 8.30 ............... * . .... 4.15 1.00 - ---- -3.51-, 3.51 -- 1 14.63 ' ' * ' 16,63 "' * ' '*''** . 7.7 .. ........ ' 11-1-1 6 ..... � ......... 0,78 --1--................. 0,93 � � - - __ - . .. 0.52 ............................... ........ - 0.03 - 6 - � � .16�i , .................. 0.63 1 B-1 5 B-15 Curb DI -313 . ..... __ � ..... . - � 0.25 0.90 6.70 1.51 - .... 2.00 1.51 - ... ... --- 2.30 - ... � ... ......... 2.00 - - -- 4.81 - 2.001 O'.4'2 - - - 8.30 ............. .- 4.15 - - 0.90 - - - I 3.51 _ � 1 14.63 ---.1- ..... 15.20 ..... - .... _ _ 8.9 . ..... � ............ 6 � � 0.68 - - __ � 0.87 87 ---- � ....... ....... � 1.35 _ . I-- - 0.16 G-3 - - � . - ... 0.46 - .............. 0.85 Ts Spread In Sag (ft) 5.48 - ... . 1.77 Remarks -'n V 1 12 F On Grade - On Grade ... � ............. - ... On Grade On Grade ...................... On Grade In Sag ----l- . - ... . In Sag On Grade On Grade On Grade ..".1 .... 11 ...................... - On Grade ................................. . On Grade On Grade - I C-2 - RI- Curb DI-3BB - � , , - ______ .... -7 6 .................. � - � 0.08 � � I - 0.90 - ..................... - - � 6.70 - - - - - 0.48 � - -------- � ---------- � -- � - ------ � 0.48 � ........ � ... . ........... 3.10 .. ...... . . __ 2.00 1.70 2.00 1.18 8.30 4.15 1.00 3.51 14.63 16.63 5.7 6 -- � -------------- ---- � 0.55 � 1. __ __ - - 0.76 - - .. ..... ......... - - - ------------ � 0.87 0.31 0.46 0.68 � --- --- ---- - --- On Grade C-3 � -------------------------- Curb DI -31313 ............... . ..... . ......................... ........................ 6 .... ...... 0,08 . - ............................. 0.90 .......... . ... -1-1 ........ 6,70 ------ - --- ... � ---- 0.48 --- .......... - ..... ..-.. -r --------- _ 0,48 - � ... . .................... - 5.50 --------- . ..... - ..... � 2.00 .... ------ -- �7 ---- I ---- . 1,53 ......... .. - I I 2,00 � ................. - 1.31 - I I 8.30 ------- � ---------- 4.15 - � . � � 1.00 - � 3.51 ---- � --------------------- 14.63 ...... _ --------- - - 16,63 .. I ..... .. - 6.7 I-- - - 6 ---- - �_ 0.89 0.98 0,48 __ � � - 0.29 - . __ 0.46 - � - ......... 0.63 .......... � ... - ...... ..... � � - ------ - ........ � .................... On Grade C-5 .....I ................... Curb DI -313 -_- --- __.___ ........................ ........... .. 8 _ 0.08 --- i .... ....... * . ................ 0.90 . ......... . ..... . ..... ---- 6,70 ---- . .... . ..... . .............. 048 .. ...................... ............................ 0,48 ........... . .. ..... --- 5.50 ---................._.- ..... .... - 2,00 ...... . ....... :. ........... - ---------- ......... ...... . --- 1.53 .... . ... --- : ... 1 .... --------- __ ................ 2.00 ..................._..1.. - .......................... � 1.31 - ........................ __ .... - ........... � ........ 8.30 __ ................ ____ � ....... ____ -------- 4,15 ....... - .............. __________ 1,00 - ....... - ...... � ...... - ...... - ..... __ ... 3.51 - � ... - ..... - ...... __ - -------------- � ------------- 14.63 __ ... - ..... ___ ....... --- � ... ..................... ......... 16,63 .................. - .... � ....... _______ ----- __ 6.7 � ............... .... ___ - _'_.___ .... - .. . ........... 8 ---------- � ... ____ ------- ........... __ � ----------- - ......... � . ..... � ..... . ........... __ .......... - ....................... ..... � .................... � ........... � ...... � ..................... ....................... � ...... ____. .............................. 0.29 - ... ____ .... __ ... - .... - .......... 0.46 - � ..... - .... __ ..... _._ .................. 0.63 ...... � ............ ..................... .......... - ....... � .......... � ... � ............. � ........... - ...... � ..... � .... - .......... On Grade � ...... � .............. ..... � ........ __ ............. ... . D-2 ................................ . --------------- I ..................... Curb DI-3BB . ......... 6 - � ---------------- --- � ----- 0.20 � I-- ............... � --- ---......1.............1......I.......................... 0.65 .................... 6.70 - � __ - ...... ... - .... - 0.87 - ......... ...... . ..... ..... . ............. � ...... - .......5511.. -- � ____ ............ - ...... . .. 0.87 ............ _ --- � ----------- 0.90 - ......... I ............ 2.10 '* .......... ............ ..... 4.86 ' ' ..................... 2.00 ......... ------------- ---- 0.41 *** ..... * ..... ...... 8.30 " - 3.95 " .. . 0.89 .... ... ... 3.49 14.53 ------ � ...... � ......... ........ 15.10 --- � ---- ..... .... 5.3 � - .... I ... .... - 6 .... ...... --- � _ ............. _ ..... � � ........................ � ................ .- ........... � .............. 0.39 ............ � ........... 0.46 I ....................... 0.85 - ..... ... - - .... . ... On Grade D-3 . - Curb DI -313 - � - � .... ... . . .......... 6 - � - � - 0.07 � . � � 0.75 ...... � .................. 6.70 ... .. ... ................. 0.35 ................ � .... . ......... .. ......... . ...... 1111_._ - ..... . - ... � 0.35 � . . 0.90 ..... - .... - 2.10 2.00 - ___ 2.00 __ - - 1.00 - __ 8.30 3.95 ... . .... . . 1.00 . 3.49 .. - � - - 14.53 - - I 16.63 � - � � 3.4 � � ..... 6 � � - - I- ..... ........... � .... � � - � � . - � 0.33 � 0.46 0.72 � � ... ..... ... . ... - ......I On Grade D-12 --- Curb DI-3BB . � .. .. .. . . . . . ....... .� 4 � - 0.20 - ... � - 0.55 ................. . ... ... 6.70 . ...... - .. . 0.74 ..... _.... .- 0.74 0.40 � - ..... ... - 2.10 - ... � ...... -------- 1.46 ---- - . . ..... 2.00 . � ... � ....... - - � 1.37 - � - ....... 8.30 ..... ...... I 3.95 � 1.00 3.49 � . 14.53 � - _ 16.63 . - - - - I 3.7 - - � .� � 4 .. ...... . . � ... -........ - -------- � ------------ 0.81 .............. _ --- -- 1.58 - . 0.29 � � 0.46 � 0.63 ..'... ... . .. . ... .... . .. ..... . ... . � On Grade I 0-13 0-13 Curb DI-3CC 6 0.85 ' 0.65 6.70 I .- - 3.70 � � . ' -, - -, 0.31 ....... ..... I.. . . � 3.70 � � ...... - � - 2.10 ...... - . . .... - 2.00 � - - ... ................ � � 8.30 3.95 � ... . . � . . . � � � � � . 6 � . . .. ....... I � . . � . � .. .. 0.42 1.- 0.46 � 0.91 3.79 In Sag D-14 - ...I ............. . ..... Curb DI -3C .... ...... 6 .- - ... . . - 0.20 ..' - ..... - ....................... ..... ..... ...... �T 0.90 ..... 6.70 _ � .... � ..... . .. . 1.21 .............. . � � .. ... - .... � ------ � ..... � ......... * . - . .... . .... - 1.21 - � - - .1 ..' ...... � - - - 2.10 I ..... - - � - � - - . � . . ............ 2.00 - � - .. .. ..... I-- .. ... 8.30 - 3.95 . .. .. . . ..... . I - ..... I... - .. � � � I � . � . � ........... 6 � . . .......... I ... ..... : ..................... - � - � - _ 0.21 - - - 0.46 � - _- 0.45 2.09 5111..--------- In Sag D-1 5 ..................... . ... I Curb DI -38 --- ..�-........��--��..��.�.....-.�... 6 ---.1- .... � ...... 0.11 � ................................ . 0.90 ..........�.......�.............- 6.70 - . .___ 0.66 - ........................ . _5151._ 1._....... 11 0.66 - - -1 .. . - 0.40 .... . ... _� ........... . . . _ 2.10 . ................. .... . .... . . 1.36 - ............... ..5511... - . I .......... 2.00 -11� � - ............. 1 ........ - ...... � � 1.47 .... � ....... � � ... . -1 8.30 .... .. 3.95 - � 1,00 - - I - � . 3,49 - . - - ... 14.53 � - � . 16.63 ... - .. .. - ... .... 3.5 - . ..... .. 6 .... .. . - - � � - . . ..... - - � � - . - - � 028 1 � � - 0,46 - � 0,61 ------ On Grade � ......................... F-3 ----- - - Curb DI-3BB � -.1 4 1 ..... . ...... .... . - 0.01 0.90 - 7.24 -- 0.07 - ... __ ... _ -1 ............. 0.07 ' � - - - -- -. 3.50 ................. . - 2.00 - ............. 0.78 . � 2.00 . � 2.56 � ....... 8.30 --- - 4.15 � I � 1.00 I 1. � 3.51 � � - 14.63 - 1 16.63 -...__ 2.6 ....... 4 - ... .... . � � � - ...... .... ... . .......... - � .- - 0.23 � 0.46 � - 0.50 - 1115 __ - On Grade F-4 - ... . Curb DI -313 .. . � 6 � 0.19 � - . .... ...... � 0.90 - 7.24 � - 1.24 - 1.24 3.80 - - 2.10 - � � 3.24 - . ...... � � 2.00 - .... � ..... 0.62 .. ..... 8.30 -- - 3.95 I � 0.98 � ...... � .... ... 3.49 - - - 14.53 -- - - 16.36 . _.- 9.1 ... - ... .. 6 I ... ....... . 0.66 � � � � - 0.86 1.09 0.15 � 0.36 � 0.46 - 0.79 � On Grade F-5 ........ Curb DI -3B I ......... .. .. . � .... 4 . .. �: - 0.18 7 0.80 --- � 7,24 .::.. - 1,04 ......... - . . ...... - O�23 - .. . . .__ ... � : 1.27 I I - - --- .. ........ - � - ....... -- . 2.10 ........... - . � � - . � - . ... � .. ..... .... 1 ....... - � � _ � 1 -7- ....... - . 2.10 5111._.. ................. - - .... � ..... � � � 1.00 ................ � - .... I � .. � . � ... � . .. . . . _. - .. - ................. � ........... ......... .... - - ........... � - ....... - I ... � 4 __ ....... _ - - � � ..... � - � � - � ............... ... ........ _ - � ......... � ..... . � ........ . 111_._ � ........ � .. . ....... - - ...... � ............. ........... I . � � 0.10 . ..... ...11 � � 0.46 .. . � 0.21 10.68 . . - . --- In Sag -- � ....11 G-2 - . -- - _ i Curb DI-3BB - 6 - � � ...... ...... : 0,09 - .- - - ........ . . - ... .. 0.90 . ... .. . ... .. .............. - . 6.96 � .................. .. � . - : 0.56 - ...... - ........ 1. . ..... __ � ..... . - � . .... .. .. .... 0.56 � - ....... 2.00 I - .. -- 2.10 . . . ..... . ... 1.95 - .... 2.00 5511.. 1-03 . . 8.30 . .... .. 3.95 - ... 1.00 3.49 14.53 16.63 5.3 .... - 6 - ....... - - - I 0.33 - � 0.46 - - 012 - ... - .... ... ...... � .................... --- On Grade G-3 - - Curb DI -313 - ............ . .... - - . � � � 6 � - � . 0.05 I � - ... � ------- - 0.90 -1 ..... - ... 6.96 � ....................... .... 0.31 ............... � ... ..... ........ ........... - � - . 0.31 - - .. 2.50 � � I-- 2.10 ' ' 1.51 - � 2.00 - --1 � .. 1.32 - .............._--11 8.30 � 3.95 1.00 I � 3.49 � . 14.53 � � � ... - 16.63 ............ � ... ... 4.4 � � 6 � - � - - - � - ... ... 1 . ......... . . . - � - ..... . .... - � � . � 0.29 � � 0.46 0.63 � � _ .. . . ............. On Grade G-4 __ - - --- ----- Curb DI -3C . -.1 - - - ------- � -------- ..................... 6 � ....... . --- 0.20 -------- -- - ------------- 0.80 --------------- --------- 7.24 -------------__ 1.16 - - ----- ------ --- -- � 0.55 --- -- - - .. .. .. ..... - 1.71 � -- - ----- - . - . ....... .. � - - ... � 2.10 .................................. ...... - � .... � - - I-- - � ................. . .- 2.10 - - - - 1.00 __--- _ � . ._ - - __ . - - � ... - - ...... 6 .. - .. ... - - .... - ------- --- - ..... . - ......... - I - .. ........... 0.09 _. 0.46 0.19 I 9.89 � I � - � . . . In Sag G-5 ... . ......... I ..... Curb DI -3B ............................................. ........�,�,��..............,... 6 0.01 . .... - .................. . ------ 0.90 -1-7.1-- .................. 7.24 ............................ 0.07 .............. -.1-1 - ........................ - � � .......... 0.07 - _ ...1------------- 3.00 . ....... --- - 1.00 � - - 0.81 ---._ ........... 2.00 ............. .... � -- - 2.47 -- ---- -- ------- 8.30 - � --------------------- 8.30 ----- __ __ - 1.00 - ----- - - ---- --- � 3.75 --------------------------- 15.63 ............................ . ................................. 16.63 2.5 ---------------- - __ 6 -1 ................ ---------------------- . ------------------------ � - __ - __ - - - - 1151_.. - ... 0.23 5111.._ ... 0.46 ----------------------- ----------------------- 0.50 ------------ -------------------------------------------- On Grade G-6 I - I ...... 11- ---- - ----- � Curb DI -313 . .... __ ............. ............... . 6 I .......... I ...... 0,37 .............. _____ ... . .. 0,80 .................. . ...... __, 7.24 ------------- .............. 2,14 -------------- - ------- ------------ ............ . � ........... 1 2.14 . ................................. ...... I ... __ .... 3.50 ........... 11-111111-1 2,10 5.15 Z00 0.39 8.30 3.95 0.87 3.49 14,53 14,81 11.8 6 0,51 072 : 1.59 0.55 � 0A0 0.46 ...... ...... ..... ... 0.87 On Grade G-7 Curb DI -313 I ...... -, ............. . ..... . . 11 ----- 1_1.. .. ..... 6 _ ... 0,34 . - .... ......... . .............. I 0,85 ------------ 1-.1.----'- 7.24 -, -_1---___'___ 2.09 -1-1-1 ...... ' - ..... . ...... - 2.09 ...... . .......... . ....... ...... . ..... . 1 .... ......... ... 2.00 _ ........... - ... -, � 2.00 .................................. 6.16 ............ ____________ 2.00 .... � .......... 0,32 ...... � ...... � ..... __ .... 8.30 ........... ........ 4,15 - .... .... � ... - ....... 0,81 ............ � .... � ... . 3.51 � .... . . .............. �_ ... 14,63 ... - ---- � .. . .............. ... 13.86 .. . ...... 10.3 ....... � .... ...... 6 .......... - ...... � .... 0.58 . .... --- � ....... � ........ 0.79 ........... � .... ....... 1,70 . � ... � ------ --------------- .... O�39 . . ________ - 0.42 _______ --- ____ 0,46 .... ____ __ - 0.92 ... - � .... ______ - � ..... ...... � ..................... __ On Grade G-8 Curb DI -3C �� I � 6 0.78 0.85 . 7.24 - - 4.80 � . 4,80 - - ----- .............. - .... � __ � - I ............. - ..... . 2.00 _ 11 ...... � ...................... - .............- ... .......... Z00 � .... I ............ � ...... I .. .... I --- -1.1-1-11-1-1- 830 - ........ I ... I ......... 4�15 � ...... � ........... � ....... .......... _ - ..... � ..... ", ... ------1---- ... .. . ............ 1.1-1 .... -.1.1 ........ � 6 .. ....... I ................ . � ------ . - � ....... --- 1111.. � - ----- 7 ... I ............... .................. . 0.41 0.46 0.88 ...... 3,67 ... - ........ ................. In Sag � .... G - - - 8A - .... .. . Curb . .. . ... DI -3C . . . - - - - _.... .....-.--- - � 6 . . .- � 0.12 . .. - � ... � -.1111 0. � 85 I 6.70 0.68 - ------. � - � - 0.6 - 8 --- I - --- I __'�� 2.00 - - � - � - ------ -------- 2.00 ------ 1. � - - � ---------- ------ -1 .... .. 8.30 - ----- 4.15 6 0.40 � 0.46 - 0.87 3.12 In Sag .._ � - ------ ---- - - H-3 I-- ................... - .............................. I ........................ Curb DI -313 __ ......... - ..... - ..... - ...... ............................. . - 4 ......... 0.17 -, ... ................. __ 0.90 ........... _ - __ - ----- - 7.24 - .......... ------------------------- 1.11 I .................. - ... . .......... ...... I .................. ------------------------------------ 1.11 ---- ...... � - - ---------------- 2.00 - � ..........------- ---- ---- � ---- 2.10 ------ - - --- - __ __ - 3.91 .... ...... 1 - - --------------- -- 2.00 - -- ----- ............ ............................... 0.51 - I - - - 1 8.30 1 ......... ---------------------- --- 3.95 ___ - 0.95 - ----- ------- ---- I � ... � � .... . 3.49 ................... - - - ........................... 14.53 - - __ - - 15.93 - ------ 7.3 - ------ - - --------------------- 4 -- � -------------- ---- � 0.55 � 1. __ __ - - 0.76 - - .. ..... ......... - - - ------------ � 0.87 - . ................... - ----------------------- _____ 0.23 -------- - -- --------------- 0.37 ------- � - -------- -- 0.46 -- - ------ 0.81 � --- --- ---- - --- _ - - � - -- ------ On Grade H-4 Curb DI -313 6 0,20 � -1 ............ 0.85 - ----- - . ..... I 7.24 : I ........ I 1.23 .. - 389.17 ----- 1.23 I ......................... __ 2.00 ........... I ..... ____ . 2.00 . ..................... ___ 4.31 - ......... 1.11--_ ......... Z00 ..... 1-1111- ........... 0,46 8.30 ................. 4.15 ..... - .... - .............. 0,93 .................... -.1 151 14.63 _ ............ .................................. 15.65 7.7 ............ I ... -, ............. 6 1-11--- .... - ... - 0,78 ............................. 0.94 ......... I ... . ... 1,17 ........... ,_ ... ___ 0.06 I ............................ 0.38 1 ...................... � 046 ..... 7- - -.7- 0+83 ... __ ..... - .... -, . ... - ...... . ..... . On Grade I ... ... ---- - ------ 1-6 ............ -------- ............ ................. Curb DI -31313 - ............................................. ............................. ...... - .... 4 : ... ........... � ........ - .... - .... - ------ ........ I ........... � .... ............ -- � ..... I ............ --------- I .... . .............. . .............. . . . ..... - ......... ...... ......... .... . ............... I ...... . .... . . ... ... ............ - ... - ........ - . . ........ . . ...... ... 1 ..... .. 1 ..... . ...... 2.00 _+ - ..... . ....... . .......................1.........11 2,00 ...... ..... ---- - - . ---- � ....................... .......................... 1 ............. � ------------- - 2.00 . - --- _ ...... - -.1. ..... I .............. .... 8.30 ............. . .......... 4.15 ---- ------- ... ---- 1.00 -------------- . ----- 1 3.51 1....1.................. 14.63 - --------- � ---- __ 16.63 ... - ........ I ------- � --- . .... � ...... 4 ................. - ..... - ............. ------- ........................ .............................. - ----------- I ........ . . ............. ....... . - .......................... - .................. 0.17 ................... ... 0.46 ..... - ---------- � --- 0.37 _ ---- .' ....... . .... . .... . ...... � --------------- On Grade 1-7 Curb DI -3C 6 0.63 0.80 7.24 3.65 . . . . . . . . . . . . _- - __ .. . . . . . 3.65 2.10 System � - - .............................. 2.00 . ........ ............. .... ..... ...... 8.30 ..... ..... ........... 3.95 .......... ...... - , � ... ..... .. . . ... . ........ ............ ................ .--. - -------- ......................... ........ ...... 6 0.71 15.46 ........... ............ -----1115............................... 0.30 ........ ...... ....... ....... 0.35 .... .... .... 0.46 ... .. . .... 0.75 ... ..... ... . 1.81 ...... ............... ..... . . .. - In Sag 1-8 Curb DI-3BB ........... ---- 6 - -- --- - - --- � 0.23 I -1 ------- 0.60 .. � .. ..... � ..... � ........... 7.24 . . . 0.92 ..................... .. - - - � --- � . 0.92 ...... � _ .... - 2.00 __ ----- - I 2.10 ----------------------- - - - 4.91 --- -- � ..................... 2.00 ---- � -- --- - ----- - 0.41 ------------- - 8.30 - - � - - 3.95 - - � 0.89 - ------ 3.49 � -------- _ - 14.53 - ........................ � --------------------- 15.05 - - 6.9 - � � - - ...... - 6 __ ----- __ I 0.87 ............................. 0.97 --------------- - - I - ....... � ............. - 0.05 . ....... - � � � - _ 0.39 � ........ - .... 0.46 � - - 0.85 - - -- 1111.. ---. - ------ On Grade 1-9 .... � - � Curb DI-3BB .. - __ _____ 6 � ---------------------- - - 0.29 - - - - ___ .............. I 0.90 � --- - 7.24 � ................. - ---- 1.89 ------------------------- - ___ - I - ................... � ------- 1.89 - -- - ------- -- I- - -- --- ..... 2.00 - - - -------- .................. . . ..... 2.10 - - ........ .... � � - - ------ 6.15 -- -- - I-- ..... - 2.00 .................. - - 0.33 __ .....15 ... 8.30 . ----- - 3.95 - - ............ � ---- 0.80 � - � 3.49 � .................... - 14.53 - --- � - 13.79 ---- ------ ---- - ..... 1- ............ 9.9 � ---- ---- - - - 6 --- - - --------- � - 0.61 - -------- � ------------ 0.81 .............. _ --- -- 1.58 - � ---- � - -- ----- -- -- 0.31 __ ---- ---- 0.42 -- � ... ...... .. 0.46 � ---- --- 0.92 ---- - ----- - - ---- � ............. .. - -- On Grade 1-11 .- ..... ........ � ' Curb DI -3C - ........ - ... � __ - 6 _ ............. ... - __ __ 0.23 - - ___ ____ - - - 0.90 ' ....... I . . ..... ' - - - 7.24 � .... - ....... � .... . - ' - �_ _ 1.50 � 5.....1 ..... 1 1 ' -, - -, 0.31 ....... ..... I.. ' - - - 1.81 � � -.1 . ......... - . .......... ... ____" ' 2.10 ..... - ... - ... - . .. - ' ' _.11.11__ ...... 1...111 � � - 2.00 _ - .. . __ - � � . .... - ..... ... � .... - � � 8.30 .... � ... ......... . 3.95 � - . - ........... ... ............. � .... � ' --- - - ................... � .... ........ . ...... . .. ............ � � ....... ... .... .. ..... � _ - - .- � - __ - I . - � 6 ... � � .. ........ � __ � - --- � ..... .............. . -.--.- --- . � ................ - - ... � ..... � ... � � ................. � - .... ..... -.1 ........ - _. � .. .... � 0.24 I � __ ___ .... 0.46 . .. . -.--7__- 0.51 . . -_....,._.........._..-5115 1.17 . - - .............. In Sag - ......... __ RIPRAP STILLING BASIN OUTFALL COMPUTATIONS Outfall Q, Invert Slope Pipe Shape Pipe Vo Ye 9 d50 Co (D50/Ye) g*Ye Vo/sq hs hs/d50 d50 / Ye Ls, Length La, Apron Lb, Length Thickness Thickness of Wb, Basin Bottom of Top of Proposed - I-- 2.37 - � ............. � .......... Discharge Out .. � ....... ................. � ... I ... - .... ..... & Diameter Width Velocity Depth 7.24 - .... - - . 1.07 - .... . 5- ..... 0.30 -(-0.55) .. - 389.17 (g*ye) ..... . ............ I F-6 - - ------ ............ _...1511_. - � ... ... ............ ............ Grate DI -1 ... � ........ ....... � - � ... .. ... � � .... � ....... � � 4.08 � .. � - - ----- � of Pool Length of Total Basin of Approach Remainder Exit Basin Berm Material - ... .... ... * ....... * ...... 4.57 - � - � � - - - (cfs) (ft) (%) .............. * ....... ** ... 0.44 � -.1 ... (ft) (fps) (ft) I(ftls2) (ft) .. � ..... ............... - .... 0.16 - ..... - .... ..,,..'ll",...11,.....11......l,"..11,..."I 0.45 . - --....._............_...I .... - 7,24 1, - - � - - . '' ... - .... - ...... 0�85 - --- - ... _..... - ... - ..... 0.07 � - ... - ---- ................................ I ......... � ............ Rim 411.50 - � -1-1- - - - - ... - ... ----- - --- . 411.57 . ---- - ---1__............11..1...... 1-1 � 2 1 Endwall EW -1 3.17 of Basin Width Elevation Elevation Inv 409.00 . - - - ..5.1.......... Spring 1 . . . . . � . . . . . . . . . . . � . . . . � . . . . . . . . . . : . . . . . . ..............1511.._. _ - _ . - � - � � . . � .. - - - - - - - - - - - � - - - _' . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . 5.._11.5.......... . . . . . . . . . . . . . . . . . . . . . . � . . . . � . . . . . . ............ . . . . . - - _ � . . . . . . . - . - . . . . . . . . . . . . . . . . . . . . . . . . - . . . . � . . . . . . . . . . . . � . . . � .................... . . . . . . . . . . . . . . . . . . . - - - . . . � . . . . . . . . . . . . . . . . . . . . . . . . � - __ . . . . I ... . . . . . . . . . . . . . . . . . . . 5111._ __ - - - _ . . . . . . . . . . . . . 1111_ . . � . . -. . . - . . . . . . . . . -_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T . . . . . . . . . . . . . . . : . . . . . . . . . . . . _- - __ .. . . . . . System � - - 1,50 373.00 0,80% Circ. 12" : 1.00 4.00 OA8 32.20 0.90 1,40 0.71 15.46 1.02 . 0.30 0.33 1.88 3.00 IA9 4-19 � 210 1.80 3,79 . 372.70 37150 Class Al Riprap � � ....... C-1 ........... _. . ..... ... .... ... .............. - .- 6.85 - ..... . .. � .................. . 368.50 ............ .. .......... - � � � ___ 6.50% .... . . � � . ...... - ... .... Circ. 18" 1.50 * * 12.68 O�52 32.20 0,90 1.40 * - 0.74 16.74 3.10 * 0.30 * * 0.33 1.73 - �� - 4.50 ........... ...... � .... " ... .... 1.50 ...................... � .... - .... .. .'.. - ... I ��. 6,00 �� ---- _ ... ---- - .. . � __. - ... - ...... ____ 210 . ........ .. � ............................. ............. ..... - � - ... 1.80 � ....................... . - ..... _ .. I � � � � .... ............. - � 5.50 .......... __ .......... . � .... � .. .... ......... - ........ .. __ 368,20 � . .. . ... .. ..... ........... � - � - .... I ............. 370.02 . � ..... � � ..... .. � ... � _ � . . .. . ............. � Class Al Riprap .............. ______: __ ............... . Note: Riprap classification is based on VESCH Plate 3.18-3. Notations: ye = channel depth hs = dissipator pool depth D50 = median rock size by weight Co = tailwater parameter (use 1.4 for TW=O) W = diameter or width of pipe Ls = length of pool choose greater of 10h and 3W La = length of apron choose greater of 4h and W GENERAL NOTE IIS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC IRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I VRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES STILLINGBASINDETAIL Figure 10.1. Profile of Riprap Basin - DISSIPATOR POOL APRON CRWH& TO:P OF ItFIRAP 2, I ---_- , ..... ... q_�; - - - I I . . "tPI) Of 1-5411AX I Figure 10.2. Half Plan of Riprap Basin 10 YEAR HEADWATEIID\ COMPUTATIONS Structure DA C I Q Head Rim / Invert 10 Yr Remarks No. Type Drainage Runoff Intensity 10 Yr Flow Water Elevation WSE 01 9 I _j U_ 2 Ili < -. �d < I � E < . 0 > 0 - _ . 0< Z'wi �9 0 ��o 0 EL 39 Z:ij 2 Z 'ZI 1Z_ 7<) _Wj 39 U Ld .0 :i .W� - " k , 1M'4 V� � 3: W. - 1-'-:� g 1 V� � 0 0 Z M Fo- '. � '0 I'L i. .R . . W LU P4 P W , & 10 '!� M LL � .10 04 g LL < 0 "!I 0 :5 < � I, >- (L .. �IIIIIIIIIIIIIIIIIII W PH �: X� Z - 25 g >_ . 0 W 0 * S Qat 1.8 0 �j a- --J, -, . W U W >- 0 I.-: < 02 0 Z �� Z > .01. Z in )�7 Z 0 Of g t! X: Zo ��r'- I-- < _j I-- I- - . 0 . � wo M': W, z i " 40 * * * * �. 0 M cc i � 9 t� � 0 W W � g': P� - ' Z Z M E_ U . '. �4 C) P4 5 �14 � 'a Z W '.� �- �6 W4 y: 0 �� - , .g L7 0 Z U �� Z U ;X lb '< P�4 0� -'!I '. '. .. �4 �- W �'� �D Z � t", P-1 862 UD �D U ;?, < a [H Z Cn W �4 U � 2 0 0 0: 16.0 U % Z Q in -� 11:d P. 0 . . g � 421 og 0 �4 - 'I tz F t� > 2 w,Z 6 ff U W . r, 1 REVISIONS REV Area (ac) Coefficient (in/hr) (cfs) (ft) (ft) (ft) 2 B-16 � - Endwall EW -1 .......... ..... ... ... .............. .......... I 0.85 - .. ....... . .... - 0.50 - ........................ - 6.70 _ - - 2.85 .- - 0.98 1. .- - ........... Inv 484.00 ................. . .... � ..... - ..... .. 484.98 . ... ... D-4 Endwall EW -1 . ........ � .... - .. ..... ... 11.36 I-- .. .............. .... - 0.40 - ... � � .... .... . - .... 4.56 � .1 � .... - ..... 20.71 � ................. _ ........... - I-- 2.37 - � ............. � .......... --- . - ...... Inv 410.70 .......................................... .. . .. . . . 413.07 .............................. .. � ....... ................. � ... I ... - .... ..... . - .. .. .. . .... F-2 ...... - - - - Grate DI -1 - .... 0.33 - 0.45 7.24 - .... - - . 1.07 - .... . 5- ..... 0.30 - . - . . Rim 388.87 .. - 389.17 - AMENDMENT 1 (REMOVE BUS LOOP) ..... . ............ I F-6 - - ------ ............ _...1511_. - � ... ... ............ ............ Grate DI -1 ... � ........ ....... � - � ... .. ... � � .... � ....... � � 4.08 � .. � - - ----- � - ..... � .................................... 0.45 --- _. ..... - .... ............. ............ .......... 6.70 .... � ............. -..-.- I .......... ___ --- - - . 12.30 ----- _ - - . ..... � - - - .. 0,40 : � ...... - -- ---- - __ - --- - .- -- --- --- - Rim 408.00 - I - -- -- -- --- - --- 11 . -- � � -.1 - - - 408.40 � ___ - - - - -- I I --- - I'll � ............. H-5 - � . - ..... ............................... . ...... . ....... Grate DI -1 I � ......... ------ . .... ---- - ... .... ... * ....... * ...... 4.57 - � - � � - - - ...... * ...... *"------- 0.45 ___ ........ .. � ......................... ** ................... *"* ..... * 6�70 � - � - � - * ... . ........................... 13.78 ........ - __ - - I .............. * ....... ** ... 0.44 � -.1 ... ** **'*'* _ * --- -414.©0-----------* ...* -------------- Rim � ........... � ................................ *** .... *** .... * * 411.44 -- -- ------------ � * ... .............................. -------------- .- .... __ - I .......... 1-10 ........... __ .................. . ... - ....... ... - I ... Grate DI -1 - .. � ..... ............... - .... 0.16 - ..... - .... ..,,..'ll",...11,.....11......l,"..11,..."I 0.45 . - --....._............_...I .... - 7,24 1, - - � - - . '' ... - .... - ...... 0�85 - --- - ... _..... - ... - ..... 0.07 � - ... - ---- ................................ I ......... � ............ Rim 411.50 - � -1-1- - - - - ... - ... ----- - --- . 411.57 . ---- - ---1__............11..1...... 1-1 � 2 1 Endwall EW -1 3.17 0.45 6. 04 8.62 1.85 I Inv 409.00 410.85 01 9 I _j U_ 2 Ili < -. �d < I � E < . 0 > 0 - _ . 0< Z'wi �9 0 ��o 0 EL 39 Z:ij 2 Z 'ZI 1Z_ 7<) _Wj 39 U Ld .0 :i .W� - " k , 1M'4 V� � 3: W. - 1-'-:� g 1 V� � 0 0 Z M Fo- '. � '0 I'L i. .R . . W LU P4 P W , & 10 '!� M LL � .10 04 g LL < 0 "!I 0 :5 < � I, >- (L .. �IIIIIIIIIIIIIIIIIII W PH �: X� Z - 25 g >_ . 0 W 0 * S Qat 1.8 0 �j a- --J, -, . W U W >- 0 I.-: < 02 0 Z �� Z > .01. Z in )�7 Z 0 Of g t! X: Zo ��r'- I-- < _j I-- I- - . 0 . � wo M': W, z i " 40 * * * * �. 0 M cc i � 9 t� � 0 W W � g': P� - ' Z Z M E_ U . '. �4 C) P4 5 �14 � 'a Z W '.� �- �6 W4 y: 0 �� - , .g L7 0 Z U �� Z U ;X lb '< P�4 0� -'!I '. '. .. �4 �- W �'� �D Z � t", P-1 862 UD �D U ;?, < a [H Z Cn W �4 U � 2 0 0 0: 16.0 U % Z Q in -� 11:d P. 0 . . g � 421 og 0 �4 - 'I tz F t� > 2 w,Z 6 ff U W . r, 1 REVISIONS REV DATE COMMENT BY 1 5115/14 PER COUNTY COMMENTS _ DRH 2 6/23/14 FOR APPROVAL - DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 I PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 1 3/25/15 FOR APPROVAL DRH I 8 5/13/15 - FOR APPROVAL DRH 9 1/27/16 - AMENDMENT 1 (REMOVE BUS LOOP) DRH 00 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVA TORS DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) F, APPROVED FOR �. CONSTRUCTION I r'PROJECT No.: V122001 " DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: N/A N.. CAD I.D.: SW8 r'PROJECT: ROAD 'I O PLAN : FOR 5TH STREET STATION - J'D'3ENT CREEK PAIJLDXKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA -4 r, M OHLE R ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 �. www.Boh,lerEngineering.com _-- y ,.. I NILTI; 0,V . , - f7 k%... I . ;�, ' ", ' I '.. I > .... T : DANIEL R. HINES : : .0 Lic. No. 043176 � I &; � q� 1/27/16 4k7#j . I I I , I , .- "NAL * . � . to IF, SHEET TITLE: 'I STORM COMPUTATIONS SHEET NUMBER: 11H RIP -RAP CALCULATIONS (Tw < 0.5 DIAMETER) OUTFALL PIPE DISCHARGE APRON VELOCITY RIPRAP STONE APRON UPSTREAM DOWNSTREAM STRUCTURE DIAMETER DRH LENGTH 8/14/14 CLASS SIZE DEPTH APRON WIDTH APRON WIDTH Final in. ft3/sec. ft. ft/sec. Junction ft ft. ft. ft. 3/25/15 =DO DRH =La Q�joQa FOR APPROVAL =d50 =d50*1.5*1.5 =3*DO =DO+La LOSS U Ow�p B1 ............................................. 24 .......... .................. ................... .................................. 12.17 .........................................._........ 20 12,66 .............._._................., CLASS I ...........................................-.............. 0.50 ,...... ... . 1.1 ................................................. 6.00 ................................_.......................... 22.00 C1 18 25,04 20 17.20 CLASS I 0.50 1.1 45fl 21.50 E1 24 31,82 20 13.02 ...................................... CLASS I ...................................................................................................... 0.50 1.1 6.00 ................... ............... .......................... 22.00 F1 18 15.06 20 12.76S .............................................................. CLAS I 0.50 ....................................................................................................................................................................... 1,1 4.50 21.50 ........ ......... ...... G1 18 10.77 15 0. 1 81 ................................... CLASS I ......................... .....,...................................................... 0.5 0 1 .1 .......................................................... - 4 50 ...................................._...............'----- 1 6.50 H1 24 16.64 20 14.57 CLASS l 0.50 1.1 6,00 22.00 16.61 6 0 77 ° 0.46 /0 7.34 21.20 1.75 15.98 17.01 271.88 4.50 SPRING 12 1 1.50 1 10 i - CLASS I 0.50 1.1 3.00 11.00 SAMPLE CALCULATION FOR OUTFALL STRUCTURE E1 0 I 1 tt G FULL 3 6 �� l PIPE I MI ARSTI. I�. DIAMETER) �t plp� 2 tsz, ` lr t� D 5 II.. :4 3 i$! t ,.s 5 t. f ReCOtnd-ed Kfrt. 1� 3 _ IO 20 50 � 2 otschar. e> ft3jsec, GENERAL NOTE IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( 2K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD BITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT E14GINEER SHALL CONSTITUI :EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANI FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES 4 E 10 YEAR HGL COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL W aSa bz 1011/14 PER COUNTY COMMENTS Final Inlet Flow Inlet Pre -Cast Junction Remarks FOR APPROVAL DRH � 3/25/15 FOR APPROVAL DRH 8 Q�joQa FOR APPROVAL DRH 9 1/27/16 JUNCTION LOSS U Ow�p No. WSE N ~ - � W •....• w� U � H WSE Line LineElev.Reduction Shaping Structure Loss (in) (%) O♦ U Vo Ho Qi Vi Qi • Vi Vi"2 / 2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht O Y z (° >__z 10W Z0 F Y Bw awl U� Q F-ZLL J ZQ B-2 422.66 24 16.61 6 0 77 ° 0.46 /0 7.34 21.20 1.75 15.98 17.01 271.88 4.50 1.57 88.89 0.69 3.11 6.43 - 3.22 10.56 433.22 439.48 Yes Yes Yes B-3 433.22 24 15.98 122.97 0.43% 10.78 17.01 1.12 15.28 16.16 246.96 4.06 1.42 17.54 0.12 0.50 3.05 - 1.52 12.31445.52 450.63 Yes Yes Yes W F - C7 b B-4 445.52 24 15.28 151.4 0 0 0.39 /° 10.48 16.16 1.01 14.64 16.95 248.14 4.46 1.56 19.33 0.15 0.66 3.24 - 1.62 12.09 457.62 464.58 U - K Yes Yes 7 B-5457,62 ti U 24 14.64 150.69 0.36% 12.38 16.95 1.12 13.68 13.33 182.36 2.76 0.97 22.08 0.18 0.51 2.59 - 1.30 13.68 471.30 477.43 _Yes Yes Yes Yes o� B-6 471.30 24 13.68 193.81 0.31 °!° 7.65 13.33 0.69 9.20 5.52 50.76 0.47 0.17 12.98 0.08 0.04 0.89 - 0,45 8.10 479.40 488.52 Yes Yes Yes B 7 479.40 24 9.20 353.fi2 D 0.14I° 1.41 5.52 0.12 92 4.5 5....... 4 1.89 0.32....... 0 1 1 $7.39 .69 088.... 0.22 0.45 -- 0.23 1.64 481,04 4 62 Yes Yes Yes B-8 481.04 18 9.20 303.70 0.65% 1.98 4.55 0.08 - ..._..0.... 7.14 .:.... 6.07 ..... 0.57 .... 0.20 92.22 0.70 0.40 0.68 0.89 0.44 2.43 483.46 487.27 Yes Yes Yes B-9 483.46 15 7.14 52. 00 0 1.04 /0 0.54 6.07 0.14 2.14 8.56 18.32 1 4 .1 0.40 51.71 0.48 0.54 1.09 1.41 0.71 1.25 484.71 487.39 Yes Yes Yes B-10 484.71 15 2.14 57.44 0.09°f° 1.29 ... 8.56 0.28 0.28 0.37 0.19 1.47 486.19 490.52 Yes Yes Yes B-11 433.22 15 0.34 40.00 O.flO°I° -5.13 0.10 0.10 0.13 0.07 0.35 433.57 439.4.. Yes Yes Yes ...- - B-12 445.52 15._..... 0.4 -- 0 - 40.00 .. 0.00% 1.48 3.16 0.04 - - __ -- - 0.04 0.05 0.03 1.50 447.03 450.67 Yes - Yes Yes -..... B-13 457.62 15 0.34 39.99 0.00% 2.38 5.89 0.13 0.13 0.17 0.09 2.47 460.09 464.57 Yes Yes Yes -1 B 4 471 .30 1 5 0,54 40.01 ° 0.01 ° I 2 70 3.30 0.04 0.04 0.05 OA3 2.73 474,03 478.30 Y es Y es Yes B-15 479.40 15 4.42 40.05 0.40% 3.60 10.22 0.41 2.88 8.08 23.27 1.01 0.36 2 57 0.01 0.01 0.77 1.01 0.50 4.11 483.50 488.60 Yes Yes Yes B-16 483.50 15 ------ 2.88 24.24 0.17% 0.50 8.08 0.25... --- 0.25 0.33 0.16 -0.66 484.1.6 .....486.00 - -Yes - Yes Yes G2 369,55 18 7.49 30.75 0.43°- . .1.45 13.66 0.73 7.03 11.1$ 78.58 1,94 0.68 79.69 0.66 1,27 2.68 - 1.34 2.79 37.. 41. Yes Yes Yes C-3 ' -------------- ... ............... _............. 372.34 .................. ........................ 18 7.03 ...............-------- 128.15 0.38% .35.91 11,1$ 0.49 6.09 4.99 30.42 0.39 0.14 49.84 0,46 0.18 0.80 - 0.40 36.31 408.65 425.99 Yes Yes Yes C-4 408.65 18 .. 6.09 103.66 0.29% 0.35 4.99 0.10 0.10 0.13 0.06 0.41 409.06 415.23 Yes Yes -- Yes ............................... C-5 408.65 15 - 0.47 47.36 0.00% 12.60 5.53 0.12 ... - 0.12 0.15 - 0.08 12.68 421.33 425.90 - Yes ..._ ... Yes Yes - I D-2410.47 30 31.58 256.00 0.59°fo 1.52 9.48 0.35 30,42 6.73 204.73 0.70 0.25 ......... ... . 70.49 0.61 0.43 1.03 - 0.51 2.03 412.50 418.78 Yes Yes Yes D-3412.50 15 0.34 183.91 0.00% 0.01 2.24 0.02 0.02 0.03 0.01 0.02 412.52 416.23 Yes Yes Yes D-4 412.50 30 30.42 139.03 0.55% 0.76 6.73 0.180.18 0.23 0.11 0.88 413.38 413.49 Yes Yes Yes D-12 406.74 18 6.25 39.50 0.35°I° 1.26 10.73 0.45 4,86 6.47 31.44 0.65 0.23 90.00 0.70 0.46 1:13 - 0.56 1.$2 408.56 419.02 Yes Yes Yes D-13 408.56 18 4.86 145.10 0.21% 1.44 6.47 0.16 1.21 3.78 4.57 0.22 0.08 90.00 0.70 0.16 0.40 0.51 0.26 1.69 410.26 417.68 Yes Yes Yes D-14 410.26 15 1.21 58.62 0.04% 0.49 3.78 0.06 0.06 0.07 0.04 0.53 410.79 417.12 Yes Yes Yes D-15 408.5615 0.67 52.00 0.01 % .. 3.18 0.04 0.04 0.05 0.03 2.96 411.53 418.94 Yes Yes Yes _...----------_ E-2 -...................... 366.49 ............. 24 ......._.............. .... 27.78 ...._..................... 109.09 1.51% 16.32 12.69 0.63 27.78 10A5 279.12 1.57 ._....._.__._ 0.55 ._._...............................:..............................:..............._.._....._._.. 47.17 0.44 0.69 1.87 ......._........._......._ - ._...,............_........ 0,93 _......_................................................._..:.................. 1?.25 383,74 ....... 406.00 .................................... Yes _....._.................................................. ............. Yes - ------_ Yes ....... ............:.._..........:.... E-3383.74 24 27.78 184.69 1.51 % 11.26 10.05 0.39 0.39 0.51 0.25 11.51 395.25 422.80 Yes Yes Yes F -1A 367,41 18 15.45 15.00 2,16% 0.32 7.70 0.23 15.45 19.72 304.62 6.04 2,11 49.36 0.46 2.79 5.13 - 2.57 2.89 370,30 372.19 Yes Yes Yes F--- 370,30 18 15.45 $1.82 2.16°!° 6.25 19,72 1,51 14.46 19.75 285.5$ 6.06 2.12 38.97 0.36 2.18 5.81 - 2.91 9.16 379,46 388,$7 Yes Yes Yes F-3379.46 18 14.46 3420 1,89% 5.69 19,75 1,52 14.39 20.47 294.59 6.51 2.28 46.63 0.43 2.83 6.62 - 3.31 9.00 388,46 397.66 Yes Yes Yes F-4388.46 18 14.39 40.00 1 88 /° 2.74 20.47 1.63 12.33 20 79 256 37 6.72 2.35 4 14 0 03 0.18 4.16 - 2.08 4.82 393 28 397.34 Yes Yes Yes F-5393.28 15 0.94 123.44 0.02 /0 4.44 6.34 0.16 0.16 0.20 0.10 4.54 397.82 401.50 Yes Yes Yes F 6 393 28 1,5 12.33 67.65 fl 3.641° 10.72 20.79 1,68 1 6 8 2.18 1.09 1181 - 405.09 408.0 0 Yes Yes Yes G-1 A 369.01 18 6.61 15.00 0.40% 0.067.57 0.22 6.61 17.57 116.16 4.80 1.68 57.74 0.53 2.52 4.43 - 2.21 2.27 371.28 377.87 Yes Yes Yes G-2 371.28 18 6.61 28.68 0.40% 2.07 17.57 1.20 4.01 6.42 25.73 0.64 0.22 87.95 0.69 0.44 1.86 - 0.93 3.00 374.28 382.00 Yes Yes Yes G-3 374.28 18 4.01 67.84 0 0.15 /° 0.72 6.42 0.16 1.94 5.07 9.84 0.40 0.14 32.11 0.30 0.12 0.42 - 0.21 9 0 3 375.21 381.93 Yes Yes ' G-4 37521 151.07 52.00 0.03% 3.67 6.68 0.17 0.17 0.23 0 .11 3.78 378.99 382.14 Yes _Yes Yes Yes - G-7 375.21.........1$ 1 94 . 43.00 0.03°l0 ......................... .._0.69 .......5.07 0.10 5.06 ....6.32...... 31.98 0.62 0.22 58.57 0.53 0 33 _ 0.65 0.84 0 42 1 11 376.32 381.10 Yes -.. Yes Yes ___---- G-8 ........ 376.32 .. 15 - 5.06 ._ 91.85 ......... -_. 0.61 % 0.95 . - 6.32 0.16 0.67 4.87 ..... 3.26 0.37 0.13 78.53 0.65 0.24 0.52 0.68 0.34 1.29 377.61 380.77 Yes Yes .. ......... .. Yes G 8A 376.55 1 5 0.67 95.22 0.55% 0.81 4.87 0.09 78.53 0.65 0.09 0.12 ... ...26 377.81 380.92 Yes Yes Yes H-2362.77 24 15.94 81.68 0.50% 3.23 14.05 0.77 13.80 11.65 160.77 2.11 0.74 -_ 39.36 0.37 0.78 2.29 - 1.14 4.37 367.14 411.68 Yes Yes - Yes H-3 367.14 1,5 2.14 198.00 0.11% 32.86 5.40 0.11 1.14 3.78 4.31 0.22 0.08 90.30 0.70 0.16 0.35 0.45 0.23 3 . .. H-4400.23 15 1.14 40.01 0.03% 0.39 3.78 0.06 ................ 0.06 0.07 0.04 0.43 400.66 - -- 406.65 . - - Yes ................. Yes ---- Yes - - .. ............................_,..._.. i H-5 _........................ ................ 367.,14......_..-24..........._1.3:80............90.49........ ............................................_.._....._..........................._.............._............._ 0.37°l0 23,76 ................. ................:................__..._.................. 11,65 fl.53 ................ _....._........... ........................................ ..... ..............._.............__................_..__........... ................._............_............... 0.53 ............................. 0.69 0.34 ......._................... 24,10 ...._...................... - 391.24 ._.................... ............................. 411.00 ....................._.._................. Yes :.------ Yes ..............................................................................,.. Yes 1-4 400.00 310 17.33 17.54 0.18% 0.03 18.42 1.32 17.33 ---- 6.54 --- -- 113.31 - 0.66 -------- 0.23 20.48 0.16 0.11 1.66 - 0.83 0.86 4----- 415.22 Yes Yes Yes - 15 400.8 6 30 17.33 128.13 ° 0.18 /0 0.23 6 .54 0.17 17.33 5.05 87.59 0.40 0.14 49.90 0.46 0.18 0.49 0.24 0.47 401.33 413.13 Yes Yes Yes 1-6 401,33 2'4 17.33 102.55 0.59% 0.60 5.05 0.10 17.33 6.16 106,75 0,59 0.21 21.82 0.17 .................... 1-7 402.14 214 17,33 266.87 0.59% 1.57 6.16 0.15 9,58 17.52 167.80 4.77 1,67 92.02 0.70 3.34 _._ ..... 5,15 .................................................._..._.........._.... 2.58 _....................-- 4.14 406.28 410.53 Yes Yes Yes ..........................................._.............._................._................................................._..._......................................................_..... 1-8 406,28 ......... 1)8 _........................................._................-............._---------- 3,14 221.34 .0.09% 0.20 4.12 0.07 2,21 4.47 9.88 0,31 0.11 80.97 --- ---- 0.66 0.20 ....-----.................................................................................._............. 0,38 0,49 0.25 ---- 0.44 - 406.72 413.83 Yes Yes Yes 1-9 406.72 1,5 2.21 59.50 0.12% 0.07 4.47 0.08 0.47 3.56 1.67 0.20 0.07 0.33 - 0.00 0.15 0.19 0.10 0.16 406.89 413.70 Yes Yes Yes I-10406.89 15 0.47 13.45 0.01 % 0.00 3.56 0.05 0.05 0.06 0.03 0.03 406.92 411.50 Yes Yes Yes {-11 406.28 151.41 40.08 0.05% 0.22 7.69 0.23 0.23 0.30 0.15 0.37 406.65 410.50 ... Yes ...... . _... Yes Yes I-12. 406.28 18 9... 22.45 0.83°l0 2.72 17.52 1.19 _ ... .. ....... .. .. 1.19 ...1.55... 0.77. 3.49.. 409.7? 411.21 Yes Yes Yes REVISIONS REV DATE COMMENT BY 1010 5/15114 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL W aSa bz 1011/14 PER COUNTY COMMENTS DRH 5 J FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH � 3/25/15 FOR APPROVAL DRH 8 Q�joQa FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH U Ow�p N ~ - � W •....• w� U � w O LL o �i Q W O♦ U � QQJ O � a J W� 0 O - o' Z a � ow z O Y z (° >__z 10W Z0 F Y Bw awl U� Q F-ZLL J ZQ W m w OJOSW u7 0_ U Q U rm o z H �N N 0 �o w Us w z �o W U w � C7 W W Z W F - C7 b o 0 E~w E~ a 2 U a w U - K 7 cn ti U O U 0 Z -W N K 0 `-y b O b o� U W - is REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 1011/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA MARYLAND, AND DELAWARE 811 WV 1-800-245-0848 P A 1-800-242-177 ( 6 (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: N/A CAD I.D.: S2g PROJECT: ROAD T�JUJ�j PLAN AMENDMENTI FOR 5TH T STATION - 1E NT PAIJDLXKWAY LOCATION OF SITE NORTH OF 1- 64 BETWEEN 5THT S BEET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWEILL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohllerEngineering.com ��pLTH pF Z V DANIEL R. HINES .0 Liic. No. 043176 1 /27/16 SHEET TITLE: STORM COMPiJTATIONS SHEET 5 NUMBER: STOREY][ COT�[]�1LT�CATIONS From Point To Point Drain. Area Runoff Coeff. CA Inlet Time Rainfall Intensity Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time Q / Qfull V / Vfull Vfull Remarks Incr. F Incr. I Upper Lower Incr. I 0,07 .....--------. 0.14 (acres) C 0.47 7.03 (min) (in/hr) (cfs) (cfs) (ft) (ft) (ft) ( % ) (in) 5.33 (cfs) (fps) (min) (min) C-2 C-1 - ...... ........_.........................................-._....................... 0.08 _. revs 2 B-10 _ -- - B-9 - 1111... .._ 0. 42 - 0.75 0.32 0.32 5.00 6.70 30.75 ......... .......... 2.14 486.00 48 3.25 5 7 44 0 4 .79 /° 1 5 0.012 15.36 8.56 0_.11 5.11 0.14 0.68 12.51 0.90 - - B-9 --- --...--1111.----- B-8 ----------.. _ 1.67 ..- _ _ - - 0.45 _1111.. 0.75 _. 1.07 - - 5.11 6.67 _2.14 5.00 _ 7.14 - _ 483.00 ___ - 482.52 - - 52.00 0.96% 18 _. 1111 0.012 9.90 -1111... 6.07 0.14 _... 5.25 0.72 1.08 5.60 .... --- - . ....1 -- . 0.75 B-8 - _..... B-7 0.68 ----- 0.45 ------- -- 0.31 .--------.-1111 - 1.38 1111. 1111. 5.25 - 6.63 .. ......-. 2.06 ..- --- ---- --- 9.20 ---'------. 482.42 --------"-- ---- 480.91 -----.---- '-------- 303.70 _ ---_- _----__ . . 0.50% .-----_ _--_-- 18 ----- '--_--"---- 0.012 1111. 1111 - -- -------- ..... 8.05 1111--------- --- 4.55 ------ ---. 1.11 --------- -- 6.37 -. ------ ---- 1.14 -------- 1.00 --------- 4.55 ------------------------------. B-7........ B-6 __._ ... .. - - .. _.. - u - 1,38 6.37 ___ - - -- 6.34 - -1111.. ... _1111- 9 20 _.._.__ _. 480.81 _... _ . _1111. 479.05 _... 1111 _.. 353.72 _��... 0.501 - 24 - -- 0.012 _ 17,33 - _... - 5.52 - 1.07 7.43 0 53 _... 1.00 _1.111. 5.52 _1.111_... B-6 -1111. 1111. B-5 1111. 0,01 0.90 0.01 2.05 7.43 - ........ 6.06 _ _ -- 0.06 - -..... 13.68 .1.1.1..._1. 478.95 . . - 471,25 - ... - . 193.81 .. . .. -- 3.97% ...1- 24 . ...._.. 0,012 ......... 48,98 __.... ......... 13.33 ..... 0.24 .1111... 7.68 ..... ...... 0.28 ._...._.. 0.86 ....._. ... 15.59 -.... .........-----_-. B-5 B-4 . 1111. 1111 0.08 .-.._ ... 0.90 .. -__. 0,07 1111 2.20 7.68 ... ... 6 00 0:42 -- ___._ 1464 470.00 458.25 150.69 7.80% 24 0.012 68.62 16.95 0.15 7.83 0.21 0 78 21.84 1111.. ......... 111__1_. B-4 - - --._.._ B-3 0.05 . 0.90 0.05 2.30 7.83 5 96 0.30 15.28 456.00 446.00 151.40 6.61 % 24 0.012 63.15 16.16 0.16 7.98 0.24 0.80 20.10 0.55 ..-...1 B-3 B-2 _..- - - 0.06 .- 0.90 - -- - . 0.05 ... - 2.41 ----------- -- 7.98 ._.. 5.92 ---------- --- ---- - 0.30 _.. - - ... 15.98 1111 444.00 ._.. 1111 435.00 - .._. 122.97 1111. - 7.32% -------- - 24 ... 1111. 0.012 -- -. 66.48 - - - --._.. ......... 17.01 .. 0.12 .. ... 8.10 ... _- ---- 0.24 -- - - --- -- 0.80 --- -._ .._ .. 21.16 1_111 ._ 1111_ 1111..--------- ----- B-2 B-1 0.05 - ..._ 0.90 - -- - 0.05 2.51 8.10 ... 11 5.89 11._- 0.29 16.61 430.00 422.00 60.77 13.16% 24 ----- - 0.012 . - . ... - 89.16 21.20 0.05 8.15 - 0.19 0.75 - 28.38 - - -- - B-11 B-2 0.05 ... .. 0.90 0.05 0.05 ........ 5.D0 6,70 0,34 0,34 433.50 ....... 431,50 ...... 40,00 ........ 1- 5.00% _.. 15 0.012 15.69 5.13 0.13 5.13 X1,02 0.40 12.79 _1111 B 12 B-3 - 0 07 0.90 0 06 0.06 5 00 6 70 0.40 0.40 447.00 446.50 40.00 1 25%0 15 0 012 7.85 3.16 0.21 5.21 0.05 0.50 6.39 __..... -.- 0,80 - B-13 B-4 0.06 0:90 0.05 0.05 5.00 6.70 0.34 0.34 460.00 456.50 --- 39.99 8.75% 15 0.012 20.76 5.89 0.11 5.11 0.02 0.35 16.91 ._ ..1 11 ... 1.. .. ... ......... 0.90 ...--.....1...._11.....1.......... ... -B-.1.4....... ............................._.- _ 8-5 .. ----------- _ 0,09 . ._...........-.............................._.._.._-...............-..........--...............................---....-......-..._..__ 0.90 0.08..... 0,08 5.00 6,70 .. .....---...------- 0.54 --------- --1- ------7 0.54 , ----...---_..11-' 474.00 -111...1.........-......---- 473.60 ---...._.. ------.._..........................I--..... 40.01 o 1.00% _-......-.-....................._.. 15 -..._..............................1..11....1......__ 0,012 7.02 ...-----:..- -------:1 3.30 -- ----- ---- --- - 0.-- -------------------. 5.2D _-..__............".....-,"......_.............._..----.._.... 0,08 0.5$ 5.72 ...........................l....-----------........._! . -- - - B-16 .-...-- B-15 0 85 0.50 _.-.._ 0.43 - --111.1 0 43 _...-... ... 5.00 - - - -- 6.70 - -- - --1111 2.88 - - 2.88 -. _.-._..- -._ 484.00 1111.. - 483.25 - 24.24 3.09% 15 0.012 12.33 -1111. 8.08 0.05 -. 5.05 --- -- -- 0.23 0.80 - 10.05 - - ---- -� B-15 B-6 0.25 0.90 0.23 0.66 -- - - - - 5.05 - .... 6.69 ------ -- -- 1.54 4.42 483.00 - --- 481.25 .... .. 40.05 - ---- 4.37% ---- 15 ... 0.012 ----- --- 14.67 __... 10.22 ...... 0.07 --- - 5.12 -- - 0.30 - - .... 0.86 ........ 11.95 __.--------- -- --- - ................................. C-4 -------...",-." ..................-..... C-3 _.........- ..................................................... - -------....................................--........-..........._....1..... -� . -- - -- -- 6.09 6.09 409.00 408.48 103.66 0.50% 18 0.012 8.07 4.99 0,36 0.35 13,75 1.09 4,57 Flow from Pond C-3 - - ............._. C-2 __......._-............I 0.08 -. 0.90 0,07 .....--------. 0.14 -..1 5.14 6.66 0.47 7.03 408.25 403,00 128.15 4.10% 18 0,012 23.10 11.18 0.19 5.33 0.30 0.86 13,07 C-2 C-1 - ...... ........_.........................................-._....................... 0.08 _. 0.90 - 0.07 .. ....._... ------- --- 0.21 . -11_-- 5.33 ......... 6.61 - - _.. 0.46 ....._.......- - 7.49 371.00 --._._.._ 369.00 ..... ......... 30.75 ......... .......... 6.50% ........ 18 - .- - _.. 0.012 .. ......... 29.09 ._...... 1111 ... 13.66 0.04 _ - ... 5.37 - 0.26 - - 0.83 --_.. 16.46 ......... _._... ......... .... ......... C-5 ._ -- :.- 11-- C-3 .---...-- - 0.08 _ - 0.90 - - - 0.07 - - . ....... 0.07 5.00 _ .. ..... . 6.70 0.47 - 0.47 421.25 - 418.50 - --- - - 47.36 _111.1- 5.81 % ......... ... -- 15 . -- - 0.012 - - - - 16.91 _..... .._...... ......... 5.53 _.__.. 0.14 ......... .. 5.14 - _...... - 0.03 - ... _.._ - 0.40 - -._1- - 13.78 - -- _-.... ----- -_.._....I .._ --........... ..... D-3 .. ... -- ---___ .... D-2 ..-. .........._ -1111.-- .._._ ........._......_.... -_. 0.07 _..._.._ .... --- - . ....1 -- . 0.75 ._. -1 .... _. 0.05 _-1 I. .... ..................._...-- 0.05 ...............__...... _11.11... .5.00 _................................_............ 6.70 _....._............ 0"34 .._......_ 1111... . 0.34 _. ... _ - _ __ _ _..__ 411,75 _................................_. ..........................._. 410.75 -.. - .......... ............................. 183.91 0.54% ............................_ 15 _1111... _ _.._.............................._......_ 0,013 ..........................__........... 4.76 - - - ......._...._....... .......__..._._._._................................................._..._..__ 2.24 ......._................. 1.37 ..................... 6.37 - _ -- ..._ 11.11_ - .......__................. 0.07' _................................................................................................ 0.58 -................................................................._..... 3.88 -- _ D-2 - ... . D-1 . _ .. - ........ 0.20 ...--- .-.. 0.65 - _ .....__. 0.13 .. - 4.72 __ ._.. 6.37 -...1--.. __ 6.34 .. - _1111.. 0.82 31.58 .. .. . __ 409.50 ..... .... - _1111 406.71 -- 256.00 0 1.09 /0 30 ...... - _._.._ 0.013 42.94 _... _..-.-.. 9.48 -. .. ... _.._ 0.45 . - - -.1 _ 6.82 .. - ..... .... 0.74 .............. 1.08 8.75 _1111. - ........ - D-4 D-2 11.36 0.40 4.54 4.54 5.00 - -. 6.70 --- - 30.42 30.42 410.70 410.00 139.03 0.50% .... 30 .... ......... 0.013 ......... ..__ -- 29.08 - - -- - ...._.... 6.73 ... ...... 0.34 ._- -...- 5.34 - - 1.05 _..._. 1.14 - ....111.1 5.92 _....... ......... ---- . _- D-14 . D-13 020 0.90 0.18 0.18 .. 5.00 6.70 . 1.21 1:21 410.75 410.25 58.62 0 0.85 /0 15 _1111 0.013 5.97 .. 3.78 0.26 5.26 0.20 0.78 4.87 _._.... D-13 .11.11_ - _. D-12 .....- __.._...._...... 0.85 - - .-...- 0.65 - ............................._11....1....1._. 0.55 0.73 _........................ 5.26 .......................- 6.63 3.65 4.86 _...................__...._............._.........__ 410.00 408.00 _1111 ... 145,10 ............... - .__._. 1.38% _.............._.. 18 ........................ 0.013 .. .. .. .- 12.37 _......................_.._.._.......__............................................ 6,47 0.37 5.63 0.39 1111.. ...__- 0.92 .-.. -...- ._ .. _ 7.00 1......1 ..1.. 1 . .__.-- --- D-12 --- . -- - - D-1 -111 1... 0.20 _ _ - - 0.55 ..-...1 0.11 ...- - - 0.94 --_- . . 5.63 ....-- --- _- .. _... 6.53 - - - _ 0.72 ........ ......_. _ 6.25 ._...... 408.00 ......_. ... - 406.25 -- _- _-- - __1 - 39.50 - - -- - ... __ 4.43% - .. _ . 18 ...... - -- - .... ..__.... - 0.013 . . ..... __ 22.17 - 1_- - - - - - 10.73 ..._.... ._...._ -. ..111.1..._- 0.06 --- - 5.69 -- ._- . 0.28 ----- .._.... - - - 0.86 _. ......... - 12.54 ......... _- ......... .. - -- ---- D-15 ......................................................... _................ D-12 -- 0.11 -................................I........ 0.90 --...............11.............1 0.10 1.... - - .. 0.10 5.00 6.70 0.67 _... 0.67 411.50 411.00 52.00 - 0.96% 15 0.013 --- 6.35 -1111.. 3.18 _ _.. -- 0.27 5.27 0.11 ___ 0.62 5.17 ____ - -... -....., .................--...-.....--.._.._............... E-3 ---- ...-- --....--........_._.._ E-2 - - - .........--..........__.-............:..--...--....... -.._......-........__.............-- - - - - ..--_-..-...... _._.-......-................. - _.........__ - -- .................. - _....._..._...._......__.....__ 27.78 1111. 27.78 ___...._.._..................................... . - . 1111.. 395.00 392.25 _.............._ ........._ 184.69 ... _. . 1 A9% _............._ 1111_ 24 ..._ ._ 1111 ........._..... 0,013 . 27.69 __._ ._._.........___ ................................................................................................... 10,05 - - - -- 1111.. 0.31 - 1111... 0,31 - _...................._ 1.00 .......... .... 1.14 ........__............_ ...................................................... 8.81 _ - -1111.____ - .. _............... . Flow from Vault E-2 ..... ........ __. .... E-1 ---- _.. - .. - ......- ---. ........ - ....... ---- - --- --- - --- - - - --.... - --- - _..... ......... - .......- - - - - 27.78 - -- - -- 382.81 - - --- 380.00 ---. ......... --- - 109.09 ....._.. .I..... 2.58% _.. - _._ 24 --- _... 0.013 -- --- - 36.43 --1-- ......... - 11.11 12.69 0.14 --.__ 0.14 _... .. 0.76 1.09 11.60 __ --- - ... F-5 .....-......-.--...................-................._................__.- ..... .. -. F-4 ....---...... 0.18 __..... -.- 0,80 - ------ _ 0.14 ---- ._................................................................_...... 0.14 -------- 5.00 ......... ....... 6.70_ ...............0.94 ......... ._-- _1111..,...0.9.4 -- --- - ...... ....._.. 397.72---- ......... .391.58 ......... _.....- _..............................._o............................................................- 123.44 __.... 4.9810 ---- - 15 -- --- 0.013 ----.._. --.....................-....... -. 14.45 ---- - ---- ......._._....._...-......................_...................................... 6.34 - -- 0,32 -......-..,................. 5.32 - - -- 0.07 ---- _.--l------ ------ 0.54 --- ----..-......--...-..........--...............................- 11.78 ---- ----------- -...--- F-4 F-3 0,19 ._ ..1 11 ... 1.. .. ... ......... 0.90 ... ................ 0,17 ....................... 2,15 .------------------1111.. 5,32 _1111.. .. .. 6.61 1.12 14,39 391,20 - --1111__... 385,40 .---------------__1111.----- 40.00 _.............._..---.......... 14.50% .... .........................,..................... 18 0,013 ._..........................._.._ 40,11 11__11.------ --------. _. 20.47 0.03 - 5.36 0.36 0.90 . 22.70 F-3 .......--..........................-----..._---..........._ F-2 0.01 0,90 0,01 2.16 5.36 6.61 0.07 14.46 385.15 380,75 34,20 12,860% 18 OA13 _..........- .....................- 37,77 -........1..................- 19,75 .. _..1_1............1....1 0.03 ....................... 5.39 ............. --... 0,38 --........................---.......--------... 0.92 21.37 _.................-...--....--...........- F-2 - . ......... F -1A . - .........-................................... 0.33 0.45 . - 0.15 --.._................................_............. 2.31 5.39 ........ 1111... 6.60 - __...._.......... 0.99 -- 15.45 376.55 366.50 1111 .. 81.82 ......... .._........ 12.28% -...................................... 18 0.013 ._......._._............................................... 36.91 19.72 ........................................................................._ 0.07 5.46 - 1111. 0.42 - .............. 0.94 .......... - -- 20.89 -......................................._.._ F-1A - - ----- -- - F-1 .._ - - - I... - - .._... - -- - - --- ---- ------ - - - -- - - .....-.. 2.31 --------. -- - - - - - 5.46 _._.- ----- - -- --- 6.58 - - - - ......... ......... - -------. ......... - 15.45 _._--- -------- -- 366.25 -- --- --- - ------ -- ---- 366.00 -------- - -- - 15.00 --- ----- - -----.... 1.67% - - ---- - - 1- ..... 18 --- ---....... 0.013 _... ......... - -- ------ ...- 13.61 ....... - ...... ---- ----- 7.70 ------ - - - -- ---- 0.03 -------- ------ - 5.49 -- - ----- ---- 1.14 - - ---- -- -------- 1.00 -- -- ---- ---- 7.70 _... - - ---- ------ - - -- ---- ......... .-- ---- - . F'-6 -- -- F-4 - ...._ 4.08 . 0.45 - __ 1.84 .... 1.84 5.00 6,70 ...... 12.33 12.33 404.00 392.70 - - 67.65 - - --- 16"70% - -. 15 0.013 26"47 ....._ 20.79 0.05 5.05 - 0.47 . - 0.96 .. -- 21.57 - G-4 -- - ... _........ G-3 --- _ _ _ ....._..... 0.20 _,....... _ _1111 0.80 ............ _ __._..........._..._._.._.._... 0.16 - 0.16 _.............__....... 5.00 -...._.._..._._.._....... 6.70 ......................._ 1.07 .............._...........__...._.._._.... 1.07 378.88 _ __ _ ............................ 376.38 ..............._ .._ ___ __ _ _ ___111.1. 52.00 ._ .......... _ __............ ........_ 4.81 % ............ - ... _. -._ .. 15 - - - -- . _........11__11...-_..._..........._..._ 0.013 ... -- --- _ .... 14.21 ..................._.....--.................................... 6.68 0.13 1111 5.13 ........ _... - 0.08 1111- ..................._.._...._... 0.58 __ . 11.58 ............. .... G-3 - - _. .... G-2 - -- ._ 0.05 0.90 0.05 1.16 5.15 6.66 0.33 4.01 375.00 373.98 ..--... .. .... 67.84 .. .. 1.50% -- 18 ....- 0.013 ...... - -- .. . 12.90 ......... ....... 6.42 ---- 0.18 5.33 - - 0.31 - ....-... 0.88 - -- 7.30 -- _... - . . .- - G-2 G-1 A 0.09 - 1111... - ......- 0.90 0.08 1.55 5.61 6.54 0.52 6.61 373.35 - 368.50 28.68 - _ 16.91 % __ _ 18 0.013 43.31 _ _ 17.57 - 0.03 - 5.64 0.15 0.72 - 24.51 - _._ 1111 - _... _1111 _.. G -1A ... --- __. G-1 ._.-__._ . .. - _... .. _ . - - .. - 1.55 ......- 5.64 _ ._. ....I...... - - 6,53 .... - - _ 1111. _ 6.61 . ...- --- _ __ 368.25 ......... - - -1 368.00 ..... ......... 15.00 ._.__..- - - - 1.67% - .......... ... 18 ......... -- 0.013 ....1111. ..-..... _. _._, 13.61 _._._.. ... ..... . _- - 7.57 ...._- 0.03 _.- .._ - 5.67 --- 111 - 0.49 .. 0.98 .. _. 11.1 - 7.70 .1_ .. .. _11.1.1... -1 ... ......... _ - - -. ........ G-6 ........1 .-- G-5 ... . - 0 37 ....... ....-- 0.80 - - . .... 0.30 _ 0.30 .- - 5.00 ......... ... 6.70 .--1 2.01 ... .... __ 2.01 __. ... 383.88 383.12 .......... 40.00 _. .. 1.88% 1111... _ -- 15 -_ . 0.013 __ ..... ......... 8.88 5.82 __... . 0.11 ......... 5.11 ......... 0,23 - -- ... 0.80 ..........._. 7.24 _...-... ... - ..- - - G-5 ..... - G-2 ......... 0.01 ........ ...._.-- 0.90 _....- 0.01 -- 0.31 5.11 - - ---... _.: 6.67 _1111.. - . -. 0.07 ......-- - _ -- 2.08 - ... - 382.88 - 377.50 195.65 ......... ...-- 2.75% - -- - ._ - 15 - - 0.013 --- .. .... 10.74 . - . - - 6.54 . ...._.. --- 0.50 - ...... 5.61 - 0.19 ... - 0.75 8.75 .. ............ G -8A ........._.......--_...--....-.........- - G-8 --...- 0.12 0.85 - 0.10 - 0.10 _._ 5.00 ..-........ 6.70 ..- 0.67 - 0.67 -- - 378.30 - 376.85 49.36 2.94% 15 - - - _ 0.013 -....... _._.1111. 11.10 _1111_ 4.87 _. 0.17 5.17 0.06 0.54 9.05 - _ 111.1 _111.1 . G-8 --_ ... ...... G-7 ......- . ............... -. 0.78 _-- _- . ..---_....... 0.85 - .- -..... - -__............................--..__.. 0.66 - - - 0.76 ...._- ._..............__.....___..............--..._. 5.17 - --- 6,66 -..... _-... ---_ 4.39 .._- _- _....._--............_._..._-..................----....___.__._................................. 5,06 . - _. 377,27 -- ......... 376,15 ...-- 91,85 ...... .........__....__..... _............ 1.22% .... .. _ 111.1._- 15 .... - ...11.11._.__ 0,013 --....... -- -- -_- 7,15 ........ - -- _ .................._.... 6.32 ......... . .. --....,............................................._._......._----.-......................---.._............__ 0.24 5.41 ......... ......... 0,71 11.11 __ 1,08 .. ....... 5.83 _1-..- . ___1_--. _..._-..........-- ...-- .... -- __-.... G-7 _ -1.111 - - ............_..... G-3 --...--......._......--.... 0.34 - - -- --.....-.-.._..... 0.85 - - ..--- ..... 0.29 - -- -- _...........................__..._........_...................................__ 0 2 9 5 00 1111.. - 7 6. 0 -- _... _-........._........_..............._..__ 1,94 - 1 .94 - - ._.....__....................... 9 375, 0 - 1111 _....-...................................... 375.25 --- ---- _ - 4 6.00 _ - - .. _.. ..........................._. 1 1 4 l0 - -- 1 8 _... __.......--......--.......__...-.....---........-... 0,013 __ -- 12.51 -- - 1111.. - - - --................-...............- 5 07 _ �..._ - - - ----- . _ _ 0.15 - --- - - -11.11...._....._..................... 5.15 ---- 0 .16 -- _. ._.._....................................._._...._..._... 0.72 -- _. 7.08 - - - - - ........... - - - .._. --- ...... HI-4 .. H-3 ........ _ -- 0.20 - ._ 0.85 -- 0.17 0.17 5.00 6.70 1.14 1.14 400.62 400.25 40.01 .. 0.92% 15 - - - 0.013 -- ....... ... 6.21 ----- -- 3.78 0.18 5.18 0.18 0.75 5.06 HI -3 -.._- ......................._.. H-2 -......-...........................1.111............. 0.17 0.90 0.15 -- 1.111. 0.32 - 5.18 - -- 6.65 - - - 1.00 - - 2.14 - - 400.00 397.00 198.00 1.52% .._.__. .......- 15 ._ 0.013 -......................._..._...._....-.....---..................................._.. 7.99 5.40 0.61 5.79 0.27 - --- 0.83 6.51 - -- _._ .. H'-2 ....................... H-1 -.-................_.................__._.....-..........-l".......- - - ............- - -.__ -...------------.. - _............"I............._.----------. 2.38 5.79 --1.71-1......-............_..."I...............-...... 6,49 -- _.............................................._ 15.94 366,00 ..................................._........_.............- 362.00 _....... ........ --- 81.68 "..-............ -..__ --_..........--................_.............__........-....... 4,90% ._._..__....__..__.........._............_-... 24 0,013 -.................._.........._._.._........- 50.21 -.-..........._.,......-.. 14.05 -............._.........--....._..........11.11.-................ .. 0,10 5.88 0.32 _..--........._....._..........................l 0.88 15,98 --.............................. -....-..........I.....---..._.....- _.................-......_.............-'-.1--............-...:..... HI -5 -..... --- H-2 4.57 --.--.._.--.............._ 0.45 -.................I................ 2.06 ---- ---. 2,06 _..-..................------...--...........-.1-............-......._........1...111........ 5.00 6.70 13,80 ..._ 13,80 .......".-..._.....-............... 390,90 --.- ----- - 388.00 _......_......-................................---.Q...----- 90,49 3.201° ..............................---.._..-....-.,.... 24 _...I....__.........._..........._. 0.013 40,58 -- - - - -.....---................._.....111..1.._....__.._._. 11.65 0.13 _.._._----........-. 5.13 ............................ 0.34 --.1.1._.1.1..._ 0.90 ...............--.._._. 12.92 _.-l-...-..............--........I......__.._. . 1-10 ------- 1-9 - ...-------- 0.16 --- _11 -- _ _... 0.45 1...1 ......... 0.07 ..._.. - - 0.07 -- ---- 5.00 -_ __. ...... _ _ ... 6.70 --- _.. ... _ --... 0.47 - --- - ---- 0.47 - --- - ---...- - 406.50 ....._ -- - - _1111. 406.25 ------- - --- -- -- 13.45 ..... - 1.86% -.._ .._ 15 __ 0.013 8.83 --- - -- .... - - 1111_... 3.56 -- --- - 0.06 _....... _ 5.06 - -- - --- 0.05 - - _ 0.50 ....... _1111 -- 7.20 - - -- -_ .. ............ - _.. _1111... ...... -- - 1�-9 _..:...-..................._..........................................................--........ ---- I-8 - --- _..... 0.29 - (3.90 - 1.111. 0.26 - --- 0.33 - - - 5.06 - - 6.68 -- 1.74 2.21 - 406,00 - - -- -- 405.50 _1111 11.11._ 59,50 1111.. -- - 0,84% --..................... ........__ 15 ------..... 0.013 -----1----------- ---.. 5,94 _...........1...........1.....1.....1.._ 4A7 ........I-...-............. 0,22 5.28 - 0,37 _ - 0,92 -- ---- 4.84 1-8 ---_......................- 1-7 --..............................................--...... 0.23 -.......... 0,60 0.14 0,47 5.28 6.63 0.93 3,14 405.25 -- ......_.----.....................--............. 404.00 221.34 0.56% ........__.......__.... 18 0.013 -.......... --.. ---------- 7.88 - 4,12 ........._...._.----._:............................-- 0.90 6A8 0.40 0.92 4.46 1-7 ....... ...-.. 1-6 ....-- - 0.63 - _ . _ .... -...........--...11.......... 0.80 . - - ... 11.............. - ... 0,50 _.. . -- . -......__..---...................................... 2.61 6.18 _.............._.................................................. 6.39 3.20 _.....................-------_................._.._--1.----- 17.33 403.50 402.00 .- .-- --................_..........- 266.87 .... _ ...I..... -----...................- 0.56% 24 .......... --- 0.013 - .- - 16.97 ..--... ......... 6.16 ....1 --- - 0.72 -...-.....I ...... -. 6.90 ....- .----.......... 1.02 --.........--.....- 1.14 -- .................- - 5.40 -...................................................... 1-6 1-5 - - - _. 2.61 6.90 __ 6.20 ......_-1- - _. 17.33 ......... 401.75 401.25 102.55 0.49% 24 0.013 15.88 _ 5.05 ... 0.34 _--1 7.24 ......... .._ 1.09 -... _ - - 1.00 5.05 I5 1-4 - - _ . - __ - 2.61 7.24 6.11 _ - 1111 17.33 - 401.00 - 400.25 128.13 -... 0.59% ___ _ 30 0.013 _._ 31.59 - - - 6.54 _... 0.33 7.57 -.._ _ 0.55 1.02 - - 6.44 ...... - 1-4 1-3 - - ....... - .. ......... 2.61 7.57 __ - .. - ...._. 6.03 - _ ._ 17.33 400.00 - 398.00 ..._.... _ 17.54 11.400% 30 0.013 138.86 18.42 ........ 0.02 _ _ - 7.58 ._. 0.12 -__.. 0.65 . 1....111 28.29 -... _.11.11. .-...1. - ..... ._ 1111_ 1-11 _--1.... . ........ 1-7 -- .. ..... 0.23 ._.............. - 0.90 _..............................-.............-- 0.21 0.21 _ - 5.00 ..... ... . ..........-.---. 6.70 ....... 1.41 - ............. 1.41 .......1.111 ._.. --_-. . 406.50 - 111_1._........1.........11...........1 I ....... ......... 404.25 ....;......._..._... - - 40,08 .............. ... 5.61 % ...............__.._ - - 15 ................................ _.- - - _.. 0.013. _... 15.34 . ......I _....-- .......- - -.. 7"69 - --- ...._.......................-- .. .__1111 0.09 _.. 5.09 _ ........... 0.09 _ .. .......... 0,62 _ ..__. _.._ . . . 12.50 -. 1111 __ .1111. ...... _ . . _.........._......_... ....-.1....... _.- 1-12 -.... ............... 1-7 -_. - -. _-.. 3.17 . .. ........................................--- 0.45 1.43 ..............._...._. 1.43 _.................................. 5.00 6.70 ... ....................... 9.58 I .... 9.58 ....- ._--......._..........1......1....11......... 409.00 406.00 -.___._. ....._ 22.45 ... 13.360% -- __-. 18 ................... -..... 0.013 -.... - ....._ .. 38.50 . _....................... 17.52 -.__...._...................................... 0.02 5.02 -....-........_.- 0.25 ------_... _. 0.80 21.79 GENERAL NOTE T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T FHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IP, WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ;CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES REVISION S REV DATE COMMENT J 0 5/15/14 0 DRH 2 LL w , QQa Z v E DRH V 8/14/14 FOR APPROVAL Q>E¢ H 10/1/14 PER COUNTY COMMENTS DRH 5 �zw {- �w DRH 6 U FOR APPROV AL (5�UJ 7 3/25/15 FOR APPROVAL b 8 wOzw-wp �-,�F-g am oI DRH H 0 Z AMENDMENT1 ( REMOVE BUS LOOP m0,u~i�0,a O® E~ W O U LL LL O a a LL 6 >*F 9 m (D z r o2 W O♦ U Z) aaJ O � LL J o� H8 S "}OFQo ZY p Z> m}ZOO_ @o ay z 1Q�J1 �. u omo=W U Q�UU om -�� *�� =N o8 �P. 9 F Ng Z w � � e5 `� z E-, E~ W U � w w. V L�, N W z w w o X P4 O � z U U �- � 9 t� FW ✓ "'' W E o u� W Wz U O U U] O Q 9 z i w� ai a O z 0 b a m a z Sff U W REVISION S REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1/14 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROV AL D H R 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT1 ( REMOVE BUS LOOP DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STAT . E (IN VIRGINIA, MARYLAND, AND DELAWARE 811) 1-800-245-4848 P A 1-800 242-1776 (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: AS NOTED CAD I.D.: SW8 PROJECT: ROAD FOR STAT 'ENS P�� LO CATI OIC OF �1T'F NORTH - IOF 164 BETW EEN 5TH STREET AND AVON STR EET EXTEND ED SCOTTSVILL E MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: 540 - 349 4500 Fax: (540)349-0321 www. Boh lerEngin eering. com V- ��pLTH pF `4 . `•%`. Z V DANIEL R. HINES �' Lic. No. 043176 ��; �,� 1 /27/16 �� SHE SHEET NUMBER: I� CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI F PRECAST. J. COMBINATION CURB # GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB IM GUTTER. 4. FOR USE WITH STABLRED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB It GUTTER SUBBASE NSTRUCTDIRSES AFD�THE SL TOO TTH LOPE THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AAD 2" R THE ROA EDED'SIGGNN M ISHOWN N T�NEE SECTION F ON GS URBAN STANDARDS. 1-T • > . A , e - - THE BOTTOM OF THE CURB AND B" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IN MAINTAINED. SPECIFICATION tvil�il- REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 241.03 CG -11 I W I 3 I A� STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO AS II AS MAINLINE ROADWAY (SEE NOTE 3) MEDIUM 500-1500 VPD SHOWN ON PLANS) 4n 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 - - (RADIUS TO BE AS OR CC -7, THE CURB FACE ON THIN STANDARD IS TO SUBGRADE• OUTLET PPE SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB SUBGRADE OUTLET PIPE CG -2 OR CG -6 L - - _ - (SEE NOTE 1) CONFIGURATION. GLASS NEEIIING #8 9 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE �E.00 WALK SIDr. ( SIDEWALK USED WITH THIS STANDARD. "MULCH GRADATION REQUIREMENT. PAVED SHOULDER SECTION NOTE 5) OPTIONAL UNPAVED SPACE FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE CONNECTION rn R/W LINE (EXCEPT ANY 5U@GRADE STAN3LIZATION A SLOPE PLANTINGS - SEE SLOPE PLANTING DETAILS. TRENCH WITH PRIMARY DIRECTIONQ455* REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE JONHANISIO IN EXPANSION OMITTED IN THE ENTRANCE.) C. TREE GRATE PLANTING - SEE TREE GRATE PLANTING DETAILS IN PLANS. I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER W IF BEYOND TlE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT�FOR�REPLC�AICEMENTm S. SHOWN ON TYPICAL SECTION. A �� CONNECTION I9nt na. PLAN VIEW ENTRANCE NOTES WITHASHERS FOR OUTLET 5. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE THE PIPE TO BEGIN WITH 1 / TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK E -12 MAINLINES ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK i CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADI SHOULD BE INCREASED TO 7". (SEE CG -13) EDGE OPTIONAL FLOOWFLOW 8 %MAX. D ^ p SLOPE CHANGE® ===-B 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW STANDARD PAVEMENT EDGEDRAIN SPEROAD ` LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY ' ` - NTE 7l ` ` ` ' �- - - - - THE ENTRANCE. REVISION DATE BX SLOPEE dNANGE ® D 7• THE DESIRA13LE AND GRADE ES 'p" ENTRANCE LISTED IN THEARALLO(YABLE GRADE 0 TABLE. THESE VALUES ME NOT APPLICABLE TO STREET `' CONNECTIONS. 51 MIN. 20'MINIMUM FOR COMMERCIAL ENTNWNCE INTERSECTION NOTES B. WHEN CG -111S USED FOR STREET CONNECTIONS THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDING WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A SITHE TNEALERTSG STOPPING D KVUERE00WE TIP. SIGHTDISTANCE S " 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4 TO PROVIDE POSITIVE DRAINAGE B AC�RTIO THE INTTRER N. DETAIL B ALLOWABLE ENTRANCE GRADE CHANGES SECTION C -C ENTRANCE VOLUME GRADE CHANGE DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0% 3 X MEDIUM 500-1500 VPD :931 6 % LOW LESS THAN 500 VPD :sox 8 X NOTE( ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION METHOD OF TREATMENT 1v=r REFERENCE ROAD AFD BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET i OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 GENERAL NOTE I IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC- )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE - HE SPECIFICATIONS ORAPPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II VRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE W DTH LOCAL REGULATIONS AND CODES UD -4 4 SLOPE PLANTING L-5 GEOTEXTILE DRAINAGE FABRIC UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER (OVERLAP T -O" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC " PAVEMENT (OVERLAP 1'-0" AT TCP) UNST -. • -� m ."-. PAVEMENT - « LINSTAIa1LIZED �• e -•A�•e '\-"�"::" SUBGRADE• OUTLET PPE SUBBAtSE MAT SEE NOTE 1 #57 AGGREGATE. #8 SUBGRADE OUTLET PIPE 2, �.1 1:" AGGREGATE OR CRUSHED SEE NOTE 1 GLASS NEEIIING #8 #57 AGGREGATE, #8 " PIPE GRADATION KLQUIREMENT. VARIABLE GRADATION „ OR CRUSHED (EDGE OF PAVED SHOULDER) GLASS MEETING #8 "MULCH GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION 4 U) - 4 UP I ELBOW. 5• ELBOW PPE IN PERFORATED 3. ELBOW PIP ISOIRATED CONNECTION 3. THIS RULE SHALL GOVERN WITH THE FOLLOWING EXCEPTIONS: PPE -LESS AGGREGATE A SLOPE PLANTINGS - SEE SLOPE PLANTING DETAILS. TRENCH WITH PRIMARY DIRECTIONQ455* B. INCLUSION OF PIT DRAINAGE SYSTEM - POSITION TOP OF ROOT BALL OF WATER FLOWDRAINAGE FABRIC aw- THE SAME AS FINISHED GRADE. NDN PERFORA C. TREE GRATE PLANTING - SEE TREE GRATE PLANTING DETAILS IN PLANS. OUTLET PIPE PLANTING W �R �"I� N VIRGINIA DEPARTMENT OF TRANSPORTATION 605 203 SHEET 1 OF 1 CONNECTION I9nt na. PAY LIMITS WITHASHERS FOR OUTLET r -d" MAX. PIPE TO BEGIN WITH 1 / 45• ELBOW E -12 (TYPICAL) OUTLET PIPE ELEVA/T,ION NO SCALE D STANDARD PAVEMENT EDGEDRAIN SPEROAD ` STANDARDS YIRCINIA DEPARTMENT OF TRANSPORTATION 240 258 501 711 SHEET 1 OF 2 REVISION DATE 108.48 L-5 i4R REMOVAL OF BINDING MATERIALS FROM TRUNKS AND STEMS. AND METAL CAGES FROM ROOT BALLS AFTER SPREADING MULCH SHALL CONFORM TO SECTION HAND TAPER TO THEBAAaE 605.03 0) OF THE SPECFICAT10N5 OF THE TRUCK OR STEM (TYPICAL). 3" MULCH 4•'Urqu OF " iIN15HED 'b SOL. MIXTURE <. r..*CUT LOOSE AND ROOT BALL WRAPPINGhyr Kv ^LN MATERIAL TO THE (TREES) BOTTOM OF THE PIT (SHRUBS) ITYPMCAL). * W BALLED & BURLAPPED.& CONTAINER PLANTS ® «,- •o- '�-''---•�� ....,moi/_.,.... ter___.... ...._��/_��.. 4" PLACE ROOTS IN NATURAL GROWING POSITION. CAREFULLY WORK SOL 3 BED PLANTING 4 SLOPE PLANTING L-5 IL-5 • WHEN A PORTION OF A PLANT BED EXTENDS INTO AN AREA STEEPER THAN 4:1 CULTIVATION WHEN BARE ROOT PLANTS ARE USED ON SLOPE. SHRUB AND ROOT (WITHOUT TAPROOT) (NRH TAPROOT) PLANTING BARE ROOT TREES. IF THERE IS A TAP NOT PRESENT, SPREAD THE ROOTS OVER THE SOL PLANT THE BARE ROOT TREE AS HEIGHT BY MOWING, AND SHALL AFTERWARDS BE TREATED WITH HERBICIDE AS APPROVED SHOWN. STAKING MAY BE REQUIRED. 2 BARE ROOT PLANTS L_5 RING OF SOL ON DOWNWARD SIDE OF SLOPE OF THE PIT. THE PIT SHALL BE DUG 2" DEEPER THAN SHOWN ON THE 3" MULCH .La NEW SLOPE GEOTEXTLE FABRIC OF BED AGGREGATE WHEN REQUIRED �. "MULCH bLTIVATE 611 QUANTITY. DIN. DEPTH OMR RING OF SOL` --ORORIGINALA�S PLANTING 4LOPE 3 BED PLANTING 4 SLOPE PLANTING L-5 IL-5 • WHEN A PORTION OF A PLANT BED EXTENDS INTO AN AREA STEEPER THAN 4:1 CULTIVATION WHEN BARE ROOT PLANTS ARE USED ON SLOPE. SHRUB AND ROOT OF THAT PORTION SHALL BE OMITTED AND THE ENTIRE ARTA BETWEEN PLANTS SMALL SMALL BE PLACEMENT SHALL CONFORM TO DETAIL MULCHED TO BLEND IN WITH THE CULTIVATED M. 5 • PLANTING BEDS (CULTIVATED AND NON -CULTIVATED) SHALL BE CUT TO A MAXIMUM 4" IN 2 HEIGHT BY MOWING, AND SHALL AFTERWARDS BE TREATED WITH HERBICIDE AS APPROVED ON SLOPES STEEPER THAN 3=1, THE FRONT CENTER OF THE PIT SHALL AND DIRECTED BY THE ENGINEER AT LEAST 2 WEEKS PRIOR TO CULTIVATION, PLANTING. BE MODIFIED WHEN REOUIRED! TO INCLUDE A "V" CUT THE FULL DEPTH OR MULCHING. OF THE PIT. THE PIT SHALL BE DUG 2" DEEPER THAN SHOWN ON THE DRH SUMMARY SHEET AND BACKFILLED WITH 2" OF 9357 AGGREGATE, • WHEN BARE ROOT PLANTS ARE USED IN BEDS, SHRUB AND ROOT PLACEMENT SHALL DATLNGHTED TO THE SLOPE FACE AND COVERED WITH GEOTEXTILE FABRIC PRIOR TO BACICFLLING NIMH SOIL MIXTURE. CONFORM TO DETAIL 5 - (R SEE NOTE FOR PIT DRAINAGE MODIFICATION FOR SLOPE PLANTING • SFM FOLLOWING BED DESIGNATION STANDS FOR SQUARE FEET OF MULCH AT THE INDICATED SHEET 1201.05. QUANTITY. FOR APPROVAL GENERAL NOTES; 1 : • L SEE LANDSCAPE SUMMARY SHEET FOR PIT SIZES. 3. THIS RULE SHALL GOVERN WITH THE FOLLOWING EXCEPTIONS: 2. ROOT BALL SHALL EE POSITIONED LEVEL WITH FINISHED GRADE. SOL MD(TU)RE SHALL TAPER A SLOPE PLANTINGS - SEE SLOPE PLANTING DETAILS. ONTO BUT NOT OVER TOP OF THE ROOT BALL. MULCH SHAT EXTEND AT THE PROPER DEPTH B. INCLUSION OF PIT DRAINAGE SYSTEM - POSITION TOP OF ROOT BALL THEEAROOT PLANTING AND SHALL BE HAND TAPERED TO THE BASE ENTIRE THE SAME AS FINISHED GRADE. ARAM S PIT. OF�J NQ STEMSBALL C. TREE GRATE PLANTING - SEE TREE GRATE PLANTING DETAILS IN PLANS. vMT PLANTING DETAILS �R �"I� �,� A,�ARI>s VIRGINIA DEPARTMENT OF TRANSPORTATION 605 203 SHEET 1 OF 1 REVISION DATE I9nt na. GR -11 GR -11 PAY LIMIT W' X 6• GR -2 V(/SLEEVE WIRE TWISTEDr'�'A TIMBER POS SOIL PLATE UPHILLSIDEEND _ ANCHOR PLATE PER COUNTY COMMENTS 1tI TE, Ile, AGER/ r 2 6/23/14 r�iN DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1114 ` 74" DIA, ANCHOR CABLE 5 - " ANCHOR DRH 6 3/12/15 FOR APPROVAL END SECTION PLAN1 SEE STD GR4M 1 : • " I NOM. 2" / MAX. 3-- "8" 8"X 8" TIMBER POST ANCHOR PLATE 8 I I FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH HEX. BOLT AND NUT ro LING WITH WASHER SEE DETAIL A•-wI DIA ANCHOR CABLE TOP OF GROM STUL FOUNDATION DETAIL A TUBE OR PAVEMENT - TWO (2) "HE OIBOLTS�' , WITHASHERS 1 SEE DETAIL B-�f , I 1 / I PLATE rSOL ELEVA/T,ION 2Sf.OTTEI OLE , `' I I V DIA X 7' Lc. ` TIP. THREADED ENTIRE LENGTH " f -CABLE DETAIL B 191 111111111 I I i l l l l l l l HOLE n - u" DIA HOLES SOIL PLATE' III I '_- 94 �--� TANDARD W CONNECTED SAGGED E A nT I I ANCHOR CABLE SWAGE CONNECTION TO THREADED STUD A� SHORT WOODEN POST �4 REV. 7/05 801.21 i 4" 1 4" , 4" , 2" e o e 7 3,: i so 2 X 3" N END PLATE I m N$I EIA Ts B"x8"46" BEARING PLATE STEEL FOUNDATION TUBE `��((.." STEEL aNCHOR A - EIGHT (8) % " DIA HOLE ry PCATE ONE PECE NOTE: TUN OFFIWSTED ANCHOR PLATE DETAILS ECTION AA ORCONDITIONS ON DIVIDETMENT D HIGHWAYS. SPECIFICATION TRAILING END TERMINAL REFERENCE 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 221 NCRETE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE -TO -ASPHALT DETAIL NOT TO SCALE 4"x4" POSTS, 8'-0" 8" MIN. TO 12" MAX. RAIL STRIP AND 6" SPACE FINISHED G COMBINATION UNDERDRAIN CD -2 ON FILLS CENTER LINE SECTION (WITH TYPE 1 SELECT MATERIALI TRENCH PLACEMENT -c-PAVEMENT SURFACE k BASE oy•ooo-o- oo-a- - SUBBASE 6,&% -rt-SELECT M ATERIAL TYE I OR S #57 AGWEGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRAATIOREQUIREMENTS. E44 FABRIC OR BL - PAVEMENT SURFACE 6 BASE o o a 4 SUBBASE OR CEIr<EM{T StABLfiED o • o • a _ o -+- SELECT MATERIAL TYPES OR S UBGRADEoo-oooooao (CEMENT OR LIME STABILIZED) #57 AGGREG#8 AGGREGATE OR CRUSHED GEOTEXTILE GLASS METING #6 GRADATION REQUIREMENTS, TOP OF CUT ci TOE OF FLL DIT tTYPlCA.1 Ti I SHOULDER LINE LINE I EDGE OF PAVEMENT I- I TRAVEL LANES --L-----p-i------- -- { N EDGE OF PAVEMENT TIF SHOULDER LINE TOE OF FILL OUTLET OFOWEPAY FOR PLAN VIEW SHOWING PLACEMENT OF CD -2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH )t W.T. " NOM. DIASTER N W.T. 5" NOW. DIAMETER SMOOTH WALL PVC .103 0.183 SMOOTH WALL PE 70 PSI XXX 70 PSI XXX ?rt WALL THICKNESS (MEIN) - INCHES X*% TESTED ACCORDING TO ASTM D -24T2 AT 5 2 DEFLECTION. FABRIC E GENERAL NOTES L TRENCH SHALL BE FILLED WITH .AGGREGATE AND THROUGHLY HMO TAMED TO INSURE COMPACTNESS. -APPROACH SLAB PAVEMENT 2. SMALL BE PLACER LONA GRADE PARALLEL TEDGE O THE SHTHE OULDER SLOPE SLOB PAVEMENT AND _ DESIRABLE) GRADE. BRIDGE L 2 ASE J. ON CURB AND GUTTER SECTIONS, WHERE IT ISI LE TO OTHERWISE PROVIDE CO -2 OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED 'SO AS TO DRAIN INTO DROP MVLETS OR MANHOLES. 5'-0" ,GRECATE BASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO 13E USER ENTIRE PAVEMENT AREA SIZE NO. 219 (8" WN. DEPTH) WITH OUTLET PIPE ,ON LOW SIDE ONLY, S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1•-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE: PLACEMENT OF CD -2 UNDERDRAIN AT 6: ALL CONNECTIONS (ELBOWS, WYIES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PPE TO BE SECURELY CONNECTED TO E* -120R OTHER DRAINAGE STRUCTURE. SPECIFICATION REFERENCEXvMT STANDARD COMBINATION UNDERDRAIN 90#0 AND BRIDGE STANDARDS 232 CAT GRADE SAGS .AND BRIDGE APPROACHES) REVISION DATE SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 L-5 D WNNIEIILL SID PLANTING, STAKING. GUYING BEGIN SOL RING 2" X 2" X 6'-0" STAKE. DRIVE STAKE OUTSIDE BALLOF 2" X 2" X 6'-0" LONG STAKE TIES � TOO AREA AT ANGLE VEE FIRST BRANCH. fg RO HIVG HEIGHT NEW SLOPE DOWNHILL (TYPICAL) #♦ 3" DOWNHILL IL " MULCH DEPTH. SIDE OF SLOPE : - TREE TRUNK 3" MULCH � `� `�`s`: '•.:.: SHALL BE FREE DEPTH OF BALL OF MULCH (IAN. ST'D.) ' SOL MIXTURE BALLED AND BURLAPPED GEOTEXTILE FAIRING WEN AGGREGATE ABOVE AND BELOW Y1q N REQUCRED #r AGGREGATE ELEVATION DOUBLE STAKING & STAKE PLACEMENT DECIDUOUS TREES LESS THAN 2" IN CALIPER EVERGREEN TREES LESS THAN 4'IN HEIGHT AND SHRUBS WOR MORE IN HEIGHT GENERAL NOTES 1. ALL DECIDUOUS TREES 2" IN CALIPER OR MORE AHD ALL EVERGREEN TREES OVER 44N HEIGHT SHALL BE STAKED OR GUYED AS SHOWN. 2. MULTIPLE STEMED DECIDUOUS TREES OVER 4'IN HEIGHT SHALL BE STAKED WITH 3 STAKES IN SUCH A MATTER AS TO STABILIZE 3 MAINSTEMS 3. THE WOOD STAKES SHALL BE CONSTRUCTION GRADE ROUGH OR DRESSED, OF SOUND HARDWOOD. DECAY RESISTANT. AND OF THE SIZE INU TED IN THE DUALS. 4. THE WIRES SHALL BE 14 CAM GALVANIZED WIRE OR OTHER APPROVED MATERIA AND BE VDED WITH A T PIECE OF GREEN RUBBER HOSE PLACED TO PREVENT INJ BE THE TIGHT) FORSBESUTDESTABLISHMENT. SWAY YFER ANCHORING METHODS A D MALATE MAY BE APPROVED FOR USED BY THE ENGINEER. 5. ON DIFIED WHENOPES STEEPER IEE( IED INNCLUDE 1%An Y" CCUUT THENT FILL DEPTH THE PIT PTI. TTHHEMPIT SMAL BE G 2 DEEPE THAN SHOWN N THE SUMMARY SHEET AND BACKFILLED WITH 2" FFABRIC357PF TO E DAY FL I LMG TOTHE SOILLMOIXTUFACE. AND COVERED WITH GEOTEXTII xvcx:rr ROAD AHD BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1201.06 10'-0"' O.C. MIDDLE UNIT(S) , G nom: V •\119f•f� Wdf• 3" RING OF SOIL ON DOWNHILL SDE OF SLOPE DEPTH OF BALL (IAN. STU) 3" MULCH -�•d L GEOTEXTILE FABRIC ABOVE AND BELOW AGGREGATE ELEVATION s "NTRIPLE GUYING -5 DECIDLft§ TREES 2" IN CALIPER OR GREATER EVERGREEN TREES 4'114 HEIGHT OR GREATER * PIT DRAINAGE MODIFICATION FOR SLOPE PLANTING (WHEN REQUIRED) IRR REMOVAL OF BINDING MATERIALS FROM TRUNK AND STEMS, AND METAL CAGES FROM ROOT BALLS SHALL CONFORM TO SECTION 505.03 (1) OF THE SPECS. A PRIOR TO THE PLANTING ON A SLOPE THE CONTRACTOR SHALL TEST NO MORE THAN 3 PITS FOR PERCOLATION. B. PERCOLATION TEST SHALL CONSIST OF FILLING THE PIT WITH APPROXIMATELY 6" OF WATER. THE ENGINEER SHALL DETERMINE F PIT DRAINAGE IS REQUIRED. SLOPE 0 s w o r ti c a na >z W= -9 Z 2z�'0s� f W L 0�wgL.- 3u,: b � - .r o (t.y O Z moco�oa N® W O 0 ;E a ' Z } - 88 p �ajw U > oozyz0 zm>Z0ftl F ZO J L w D m z Q Z r m O�OSU LU o 0 Q � �B cn cn z F F" � w W cA 0 b O Z O L) �< U P4 6 H w � a •� �o H H OF cn W U PT� U W - REVISIONS REV WIRE TWISTEDr'�'A COMMENT UPHILLSIDEEND 1 SOIL RING PER COUNTY COMMENTS PLAN LE STRAND OF 14 GAUGE 2 , G nom: V •\119f•f� Wdf• 3" RING OF SOIL ON DOWNHILL SDE OF SLOPE DEPTH OF BALL (IAN. STU) 3" MULCH -�•d L GEOTEXTILE FABRIC ABOVE AND BELOW AGGREGATE ELEVATION s "NTRIPLE GUYING -5 DECIDLft§ TREES 2" IN CALIPER OR GREATER EVERGREEN TREES 4'114 HEIGHT OR GREATER * PIT DRAINAGE MODIFICATION FOR SLOPE PLANTING (WHEN REQUIRED) IRR REMOVAL OF BINDING MATERIALS FROM TRUNK AND STEMS, AND METAL CAGES FROM ROOT BALLS SHALL CONFORM TO SECTION 505.03 (1) OF THE SPECS. A PRIOR TO THE PLANTING ON A SLOPE THE CONTRACTOR SHALL TEST NO MORE THAN 3 PITS FOR PERCOLATION. B. PERCOLATION TEST SHALL CONSIST OF FILLING THE PIT WITH APPROXIMATELY 6" OF WATER. THE ENGINEER SHALL DETERMINE F PIT DRAINAGE IS REQUIRED. SLOPE 0 s w o r ti c a na >z W= -9 Z 2z�'0s� f W L 0�wgL.- 3u,: b � - .r o (t.y O Z moco�oa N® W O 0 ;E a ' Z } - 88 p �ajw U > oozyz0 zm>Z0ftl F ZO J L w D m z Q Z r m O�OSU LU o 0 Q � �B cn cn z F F" � w W cA 0 b O Z O L) �< U P4 6 H w � a •� �o H H OF cn W U PT� U W - REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/23/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 10/1114 PER COUNTY COMMENTS DRH 5 10/30/14 FOR APPROVAL DRH 6 3/12/15 FOR APPROVAL DRH 7 3/25/15 FOR APPROVAL DRH 8 5/13/15 FOR APPROVAL DRH 9 1/27/16 AMENDMENT 1 (REMOVE BUS LOOP) DRH THE FOLLOWING STATES REQUIRE NOTIFICATION EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) C. PAYMENT FOR AGGREGATE GEOTEXTILE FABRIC AANNCEPIWRN ROAD ANDC BED GESPEC SACCOb- SPECIFiCAT10N SLOPE PLANTING DETAILS REFERENCE 249 VIRGINIA DEPARTMENT OF TRANSPORTATION 605 9'-0" O.C. END UNIT(S) NOTES: 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL LENGTH OF THE BARRICADE. 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2)--$ IN. X 6 z IN. CARRIAGE BOLTS OR WITH (2)-16 IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY. 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF THE BARRICADE. TRAFFIC BARRICADE DETAIL NOT TO SCALE PROJECT: �� ®A IM�j'L"x0V].FM],.[T.NT PLAN A M ENDME.NT I °� °FOR JL H DJ TJL`,JL�EJL STATION J133ENT CUREEK PA]RKW Y LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BoblerEngineering.com �pLTH 0Ao t• Z V DANIEL R. HINES y. Lic. No. 043176 O� 1/27/16 ��- NAL. E�G SHEET TITLE: CONSTIRUCT LOA V DETAILS SHEET NUMBER: 16T3 JD MULCH DEPTH APPROVED FOR :E TRUNK SHALL FREE OF MULCH CONSTRUCTION L MIXTURE LAPLED ED PROJECT No.: V122001 DRAWN BY: DR CHECKED BY: DRH DATE: 11/26/13 SCALE: AS NOTED CAD I.D.: SD8 C. PAYMENT FOR AGGREGATE GEOTEXTILE FABRIC AANNCEPIWRN ROAD ANDC BED GESPEC SACCOb- SPECIFiCAT10N SLOPE PLANTING DETAILS REFERENCE 249 VIRGINIA DEPARTMENT OF TRANSPORTATION 605 9'-0" O.C. END UNIT(S) NOTES: 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL LENGTH OF THE BARRICADE. 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2)--$ IN. X 6 z IN. CARRIAGE BOLTS OR WITH (2)-16 IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY. 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF THE BARRICADE. TRAFFIC BARRICADE DETAIL NOT TO SCALE PROJECT: �� ®A IM�j'L"x0V].FM],.[T.NT PLAN A M ENDME.NT I °� °FOR JL H DJ TJL`,JL�EJL STATION J133ENT CUREEK PA]RKW Y LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BoblerEngineering.com �pLTH 0Ao t• Z V DANIEL R. HINES y. Lic. No. 043176 O� 1/27/16 ��- NAL. E�G SHEET TITLE: CONSTIRUCT LOA V DETAILS SHEET NUMBER: 16T3 JD