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HomeMy WebLinkAboutSDP201600036 Plan - Approved Minor Amendment 2016-06-15CONTACT INFORMATION REFERENCES • BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/ACSM LAND TITLE 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) ♦ GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID -ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 ♦ ZONING APPLICATION PLAN AMENDMENT: 'ZMA #2009-001 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 PRO.::ECT 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 ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - LANDFILL CAPPING PLAN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 23, 2014 (REVISED FEBRUARY 6, 2015) • WATER PROTECTION ORDINANCE: "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 - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED APRIL 17, 2014) • WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - E&S PHASE 11 AND SWM/BMP DESIGN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 (REVISED MAY 19, 2014) ♦ SITE PLAN - WEGMANS: "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: OCTOBER 30, 2014 ♦ ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION - BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED MAY 5, 2015) ♦ ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR FIFTH STREET AND BENT CREEK ROAD INTERSECTION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: APRIL 26, 2013 (REVISED JUNE 11, 2015) ♦ WETLANDS PERMIT: "VIRGINIA WATER PROTECTION (VWP) GENERAL PERMIT NO. WP4" VWP GENERAL PERMIT AUTHORIZATION NO. WP4-13-1602 AUTHORIZATION EFFECTIVE DATE: DECEMBER 11, 2013 AUTHORIZATION EXPIRATION DATE: DECEMBER 10, 2020 PERMITTEE: S.J. COLLINS ENTERPRISES GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 2965832 FAX: (434) 972-4126 UTILITIES • ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIDR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T( 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 I< � FULL CONE 1AANCE WITH LOCAL REGULATK)NS nun rnnEc LI TAX MAP PARCELS 076M 1 -00-00-002A0 076M 1-00-00-00280 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 N S ALBEMARLE COUNTY, VIRGINIA LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 "=2000' ♦ OWNERS: ♦ APPLICANT: AVON HOLDINGS, LLC 5TH ST. STATION VENTURES, LLC 1209 NORTH ORANGE STREET 5B SOUTHWEST BROAD STREET WILMINGTON, DE 19801 FAIRBURN, GA 30213 3A (770)692-8300 STH ST. STATION VENTURES, LLC. CONTACT: DANIELS. TUCKER 5B SOUTHWEST BROAD STREET SITE PLAN FAIRBURN, GA 30213 GRADING PLAN (770)692-8300 UTILITY PLAN CONTACT: DANIELS. TUCKER WATERLINE PROFILES 1� " r�(k E 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 dhines@bohlereng.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2A -B OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN 3A CONSTRUCTION PHASING PLAN 4 _ OVERALL SITE PLAN 5 SITE PLAN 6C -6G, 6J GRADING PLAN 7C -7G, 7J UTILITY PLAN 8C -J WATERLINE PROFILES 9A -C SANITARY PROFILES AND COMPUTATIONS 10A SANITARY PROFILES 10B STORM PROFILES 11A -F STRUCTURE DETAILS AND COMPUTATIONS 11G STORM COMPUTATIONS 12A -D LANDSCAPE PLAN 13C -G LANDSCAPE DETAILS _ 14A -B LIGHTING PLAN 15C -G LIGHTING DETAILS 16 FIRELANE PLAN 17 PUBLIC RECREATIONAL EXHIBIT 18 OVERALL EROSION AND SEDIMENT CONTROL PHASE III 19 EROSION AND SEDIMENT CONTROL PHASE III 20C -G APPROVED (PROFFERS 21A -B PROFFER ANALYSIS 22 RETAINING WALL DETAILS 23 CONSTRUCTION DETAILS 24A -B RAINWATER HARVESTING DETAILS 24C WATER AND SEWER UTILITY DETAILS 25A -B REVISIONS APPROVALS DATE BY r12 DEPARTMENT OF COMMUNITY DEVELOPMENT F DRH PLANNER/ZONING WQ Qaa �w It ENGINEER 3 JO INSPECTIONS DRH 4 ARB LETTER OF REVISION DRH DEPARTMENT OF FIRE RESCUE 132_000- Z Z Z� L j omw�0 o ALBEMARLE COUNTY SERVICE AUTHORITY 6 ,� VIRGIMA DEPARMENT OF TRANSPORTATION DRH 7 HEALTH DEPARTMENT AMENDMENT III WE THE UNDERSIGNED DEVELOPERS) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY( INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLANI BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. REVISIONS J `o BY r12 LL F DRH WQ Qaa �w DRH 3 JO zz DRH 4 11/20/15 LETTER OF REVISION DRH 5 132_000- Z Z Z� L j omw�0 o DRH 6 ,� W DRH 7 5/25/16 AMENDMENT III O ca co �i LL 4. 3 W UJ w ♦�A��� pa �Ty aLL O� LL 0 } a a� � Z a ®♦ p}2d�� 0 ZYZj ca Z W� xZOLLW Y 3s F Q _3 F 0 m 02W rn<W00 z g� z zq a+ 82 Z � w W L) �B rn z Ga s� o w � a 3 r0- S < m If U � w REVISIONS DATE COMMENT BY r12 7/16/15 PER COUNTY COMMENTS DRH 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT 11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6!30/16 AMENDMENT III FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING T 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 CONURUCTION PROJECT NO.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD 1. D.: SD6 PROJECT: n' FOR 5TH STREET TATION OVER PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 1, III I� K 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540)349-0321 www.BohlerEngineering.com J TH DANIIEL R. HINES 7 .�Ilo C. No. 043176Q. 06/30/16 16 YONAI. SHEET TITLE: COVER SWEET SHEET NUMBER: JO 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/ACSM LAND TITLE SURVEY OF THE PROPERTY OF 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 HElSHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (A/K/A ADA PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORESTRINGENT 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 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. HE "PRIORT THE START OF 8, ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY TCONTRACTOR O CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES, 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION, CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION, 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME, CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION, IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS ANID/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. GENERAL NOTE. IT IS THE RESPONSIBILfTY OF THE CONTRACTOR TO REVIEW All OF THE RRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THfS PROJECT WOITK SGQRF FRIOR TO THE INITIATION OF GONSTRIJGTION. ;1HuULU T Hfr I.ON T IIFlCTOR FINft A. GC?N6LIGT WITH THC GlOC',Uh�1F=PdT RF I � i I`%%( T t THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE pROJEC7 ENGINEER OF RECORb 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 IT � FILL ONFORMANCF WITH LOCAL REGULATIONS AND CODES. 21 IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. T UNIFORM TRAFFIC CONTROL DEVICE 23, ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM O MANUAL ON OR UNI R S 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 PAVEMENTOR F 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" REGAR N DI G 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 I�EXIOLaITION 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 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. ADS I !'u" 'C' �i O CSO °JL 1��CDix CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION; PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE, WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 112 (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 ISTHE 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 DESI GN 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, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS, 23. STORM DRAINAGE PIPE UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS, WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED 0 fHEItW15rf. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDP. 26 UNLESS INDICATED, IN WRITING, OTHERWISE. I 1 T 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET ANDiOR 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 OFDUCTILE CIRON PIPE .USING MECHANICAL OR SLIP-ON JOINTS FOR DISTANCE OI S O A IS ANCE 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 `NATER 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 iOR SIX (61 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 T T AND R ALL REQUIREMENTS, RULES, ST, LAWS, ORDINANCES 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. I 'I VISIONS LL DATE u -i BY <a w4 �Qz�¢ NIA >G,o �= 0-zzz¢w U .. C, J W J C sscrrJ - - � rt G'� UOF- <nE mI_v>��a l' w -***arm♦ r j ;s J. g LL Q C O 2iT M � ,�- y z i ® J >- :E0- is O }OFQ zYz> `______�-_ O z r =zOu-w r-7 I- QL'_jr ( DRH Dcaz¢z C4 C � O S W T6 coack�00 -% 0 w®®♦ I 'I VISIONS REV DATE COMMENT BY DATE: w4 PER COUNTY NIA 1 7/16115 J: -----DRH W u P,� I DRH j ;s J. s. 3 ' 10/1/15 AfViENDMENT 1 � 4 a -- ---�---1f-- c.. I LETTEROF RE7\NSION C `______�-_ _ r I r-7 Y ( DRH C4 - r-_-_. --------.-- T6 � -% x- DRH P4 ' ` 1 F cn J AMENDMENT ill �I % Z) FOR APPROVAL 11 3 , z l u W I 'I VISIONS REV DATE COMMENT BY DATE: 02/20/15 PER COUNTY NIA 1 7/16115 COMMENTS -----DRH 2 1 8/27115 ' FOR APPROVAL I DRH I MINOR SITE PLAN 3 ' 10/1/15 AfViENDMENT 1 1 DRH 4 , 11120-!15 -- ---�---1f-- c.. I LETTEROF RE7\NSION I DRH `______�-_ _ 5 -I I 1/Z9/16 n - , AMENDMENT 11 ( DRH - r-_-_. --------.-- T6 6 2/12/16 LETTER OF REVISiOi14 DRH 7 5125/16 AMENDMENT 111I DRH 8 I 6/30/16 AMENDMENT ill �I I DRH FOR APPROVAL I 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 81 1) (WV 1-800-245-4848)(PA 1-300-242-1776) (VA 1-800-562-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) 0 PROJECT No.: V122001 DRAWN BY. JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE. NIA CAD I. D.: SD6 PROJECT: MINOR ,.( �° '�� I �; ���END AMENDMENT Ill FOR 1 kil �11�'3�`�}}yy 'O `� �Ji1� t JC ]rLAS" i r i! 1,0C TION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com U DANIEL R. HINE s .0 Lic. No. 04311 76 106 , t61301? 6 ��� "' SHEET TITLE. GJi�Jl NA J� 1 SHEET NUMBER: SURVEY STRUCTURE INFORMATION SANITARY SEWER MANHOLES: STORM STRUCTURE SCHEDULE: (ASSUME ALL R.W.S.A. ON MAIN S 25°45'15" E 45.00' INTERCEPTORS ALONG MOORES CREEK #1 ES -1, 15" RCP AND BISCUIT RUN; A. C. S. A. ELSEWHERE.) 70.94' INV = 377.20' #1 TOP = 383.89' #2 DI -3C (OLD), L = 8' 61.33' IN = 378.0' S 50°40'06" E TOP = 381.52' L7 OUT = 377.7' 71.97' IN = 377.7' S 13014'20" E 89.00' L9 OUT = 377.6' #2 TOP = 376.02' S 52°19'19" E 134.66' L11 IN = 368.2' #3 DI -313, L = 8' S 31-47'38" E� OUT = 368.1' L13 TOP = 381.14' 88.07' L14 S 13°44'20" E OUT = 378.1' #3 TOP = 379.53' 97.16' L16 S 63°48'17" E IN = 370.1' #4 ES -1, 15" RCP 148.05' OUT = 369.8' S 60°47'53" E INV = 376.55' #4 TOP = 378.21' #5 DI -313, L = 8' _70°36'05" S 49049'34" E IN = 371.7' L21 TOP = 383.23' 65.11' OUT = 371.7' S 87°23'59"E OUT = 377.8' MOORES CREEK SS INTERCEPTOR (UPPER): #6 ES -1, 42" RCP #5 TOP = 372.56' L25 INV = 375.03' 65.58' IN = 362.2' N 52°4013" E 36.90' CENTERLINE OUT = 362.0' #7 VAULT MANHOLE y ACORN SANITARY SEWER TOP = 385.65' #6 TOP = 373.65' --�t,- - 12?" IN = 380.1' ^� IN = 363.4' SIGN 2-24" INS (FROM 8) = 376.8' --- CONCRETE OUT = 363.3' Z_/Xi OUT = 376.5' #7 TOP = 385.05' #8 HEADWALL, L = 11' CONTOUR IN (FROM 7A) = 365.9' -------------f ------------ TOP = 380.55' 187 IN (FROM 8) = 364.1' SPOT ELEVATIONS INV (SO.) = 377.44' C'UB{C YARDS OUT = 364.0' SIDEWALK INV (NO.) = 377.52' #7A (A.C.S.A.) TOP = 384.49' #9 15" HDPE OUTFALL LABEL 2" IN = 373.8' TO BE RELOCATED INV = 376.46' X 8" DROP? IN (FROM SO.) = 370.0' LABEL -........ .... ry_.__...-____.. _._..____..__,_. 8" IN (FROM NO.) = 368.9' #10 DI -1 DOMESTIC OUT = 368.8' TELEPHONE I TOP = 383.55' _........._.____. ----- UNDERGROUND UND OUT = 377.7' #8 TOP = 375.21' WATER LINE UNDERGROUND ELECTRIC LINE ELEV UNDERGROUND 6" IN = 366.2' #11 15" HDPE OUTFALL EDGE OF PAVEMENT 30" IN = 364.8' OVERHEAD WIRE INV = 373.16' EDGE OF SHOULDER OUT = 364.7' T EW TELEPHONE LINE UP #12 DI -1 #9 TOP = 372.99' CABLE LINE TOP = 382.25' - _... __ _ _ ___ __ __. -_ 6" IN = 367.7' INK OUT = 373.9' SEWER 30" IN = 365.0' WATER METER SANITARY FIRE HYDRANT OUT = 365.0' #13 15" RCP OUTFALL FINISHED GRADE (HYDRANT DEGREE INV = 364.94' #10 TOP = 374.88' MANHOLE GRADE 28" IN FROM #13 = 365.7' #14 DI -7 STANDPIPE GARAGE FLOOR (A7 365 30" IN FROM #11 = .6' TOP = 373.48' WATER OUT = 365.6' NUMBER OUT = 370.5' #11 TOP = 376.05' #15 15" RCP OUTFALL 12?" IN FROM STUB? = 366.7' GRADE LOWER SIDE INV = 373.82' GAS 30" IN FROM #12 = 365.9' VALVE OUT = 365.8' #16 DI -36, L = 10' GV METER TOP = 383.88' #12 TOP = 379.74' IN = 379.8' 8" IN = 370.5' HEADWALL OR OUT = 379.7' HIGH POINT 4" IN = 371.4' E.NDWALL HW HEADWALL 30" IN = 366.7' #17 ES -1, 15" RCP INVERT OUT = 366.7' LINEAR FOOT INV = 374.92' BISCUIT RUN SS INTERCEPTOR (TO #10): #18 DI -3A #13 TOP = 375.12' CLEAN TOP = 385.23' IN=366.0' ,_INE OF SIGHT IN=379.9' ELECTRIC OUT = 365.9' - OUT = 377.4' #14 TOP = 375.32' #19 ES -1, 15" RCP MANHOLE IN = ?* MECHANICAL JOINT INV = 373.52' ELECTRIC OUT = ?* P01NT OF ANALYSIS BOX POINT CURVATURE *(LOCKED SHUT & BROKEN) #20 DI -3A COMPOUND MONITORING TOP = 387.81' #15 TOP = 376.70' CURVATURE, CURB IN = 380.5' TEST IN = 367.6' OUT = 375.5' PWIT OF (VENT = 375.0') BENCHMARK I t OUT = 367.4' #21A 4" PVC OUTFALL INV = 363.77' MOORES CREEK SS INTERCEPTOR (LOWER): #16 TOP = 371.53' #21 B 4" PVC OUTFALL IN = 361.0' INV = 363.54' OUT = 360.7' #22 ES -1, 24" RCP #17 TOP = 370.32' INV = 363.84' IN = 359.9' OUT = 359.6' #23 DI -12C, L = 4' TOP = 377.92' #18 TOP = 370.23' OUT = 365.6' 30" IN = 359.4' 87" IN (FROM NO.) = 361.5' #24 15" CMP OUTFALL 87" STUB IN (FROM SO.) = 361.2' INV = 368.49' OUT = 359.3' #25 15" CMP #19 TOP = 370.02' INV = 369.07' IN = 358.6' OUT = 358.4' #26 15" CMP OUTFALL INV = 369,66' #20 TOP = 368.86' 30" IN = 357.0' #27 15" CMP 15" STUB IN = 358.3' INV = 369.75' OUT = 357.0' #28 12" CMP OUTFALL #21 TOP = 366.63' INV = 374.92' 30" IN = 356.2' 8" IN = 361.6' #29 12" CMP 8" DROP? IN = 357.6' INV = 375' OUT = 355.7' #22 TOP = 365.18' IN = 354.7' OUT = 354.2' VDOT GENERAL N ' TES 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/Oft HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND/OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 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 DEDICA T ED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULT!WAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SPECIFICALLY VE SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PL REV, PEED STUDY CERTIFIED BY S REVISION. N A S O 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. LINE TABLE: NUMBER DIRECTION DISTANCE 1_1 S 25°45'15" E 45.00' L2 N 56°52'33" E 56.84' L3 N 73°44'05' E 70.94' L4 S 85045'33" E 141.07' L5 S 72°33'39" E 61.33' L6 S 50°40'06" E 64.27' L7 S 35027'54" E 71.97' L8 S 13014'20" E 89.00' L9 S 34°50'23" E 191.43' L10 S 52°19'19" E 134.66' L11 S 38000'12" E 138.06' L12 S 31-47'38" E� 131.15' L13 S 36030'32" E 88.07' L14 S 13°44'20" E 90.00' L15 S 48°14'41" E 97.16' L16 S 63°48'17" E 140.01' rL17 S 35°42'05" E 148.05' ff L18 S 60°47'53" E 65.32' A L19 S E 107.58' L20 _70°36'05" S 49049'34" E 72.30' L21 S 41013'10" E 65.11' L22 S 87°23'59"E 129.56' L23 S 43013'50" E 25.59' L24 S 84032'05" E 17.7_9' L25 N 65°22'01 " E 65.58' L26 N 52°4013" E 36.90' 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 0. 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. 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 W7H 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 ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS REFINED BY THE DRAWINGS AND IN NUMBER DIRECTION DISTANCE L27 N 63°47'21" E 103.27' L28 N 48°51'09" E 117.87' L29 N 7221'31" E 40.36' L30 N 62010'58" E 162.92' L31 N 34°23'58" E 40.98' L32 N 59°24'00" E 43.08' L33 N 45001'13" E 68.60' L34 N 75043'43" E 25.27' L35 S 67°14'58" E 54.07' L36 5 80°20'49" E 42.45' L37 N 70028'28" E 60.94' L38 S 41013'10" E 42.28' L39 S 82°17'53" E 75.19' L40 N 51034'57" E 90.10' L41 N 29055'52" 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 L46 N 35°00'11" E N 18051'49" E 151,39' 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 57039'54" E 20.00' L51 I N 39°57'32" E 88.99' 1 - N 67°17'05" E 19.76' PROPOSED EASEMENT LEGEND 3,782,315 SF SI I - SIGHT DISTANCE T 1 - STORM DRAIN -� BENT CREEK PARKWAY (ROW) SANITARY SEWER 7,64 AC - - - - WATER 0.33 AC WEGMANS SITE PLAN PUBLIC ACCESS IE �- -- ------ ---- ------ ---- COMMON SHARED INGRESS -EGRESS { D11 - PUBLIC UTILITY 45.87 AC. OPEN SPACE REMAINING VARIABLE WIDTH S 40,96 AC (47%) 211,655 SF = 4.86 ACRES (APPROXIMATE) STORMWATER FACILITY MANAGEMENT OPEN SPACE CALCULATION S ­ OVERALL SITE 3,782,315 SF 86.83 AC REQUIRED OPEN SPACE (25%) 945,579 SF 21.71 AC NON -OPEN SPACE AREAS ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9/12/12) ADA BENT CREEK PARKWAY (ROW) 332,896 8F 7,64 AC PARK AND RIDE AREA 14,571 SF 0.33 AC WEGMANS SITE PLAN 633,198 SF 14.54 AC PHASE II PLAN 1,017,561 SF 23.36 AC TOTAL 1,998,226 SF 45.87 AC. OPEN SPACE REMAINING 2,801,650 SF 40,96 AC (47%) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION ' UCTION NOTES PDQR 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 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAYBE 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 EETS 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 R AISD SEWER VIER 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. THS 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 SITE TABULATIONS PARCEL 076M1-00-00-00280, 076M1 -00-00-004A0, 076M1 -00-00-002A0 & 07700-00-00-011 EO ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) TYPICAL NOTE TEXT ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ASSOCIATED PLANS: ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9/12/12) ADA PARKING STRUCTURE SPECIAL USE PERMIT - SPOIOO0003 (APPROVED 9/12/12) ONSITE PROPERTY CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9/12/12) ® PROFFER STATEMENT DATED 09-04-12 (APPROVED 9/12/12) I FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED 3/13/13) NEIGHBORING FINAL SITE PLAN - WEGMANS - SDP201300065 (APPROVED 10/30/14) MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT PROPOSED USE: SHOPPING CENTER TOTAL SITE AREA: 86.90 ACRES LANDFILL PARCEL AREA. 21.17 ACRES RIGHT-OF-WAY DEDICATION: 211,655 SF = 4.86 ACRES (APPROXIMATE) RIGHT-OF-WAY RESERVATION: 121,241 SF - 2.78 ACRES (APPROXIMATE) (BOTH RIGHT-OF-WAY AREAS ABOVE ARE PROPOSED WITH BENT CREEK PARKWAY ROAD IMPROVEMENT PLAN) PROPOSED IMPERVIOUS COVER: BF OVERALL [DEVELOPMENT AREA: 37.90 AC (EXCLUDING ROW) LANDSCAPE PLAN REQUIRED: YES TOTAL BUILDING FLOOR AREA: WEGMANS: 140,000 SF PHASE 11. 327,598 SF OVERALL DEVELOPMENT: 467,598 SF PARKING SUMMARY ;< -•• OVERALL REQUIRED (4.5SPACES/1000SF): 2091 SPACES WEGMANS PROVIDED: 801 SPACES PHASE II PROVIDED: 1338 SPACES OVERALL TOTAL: 2139 SPACES STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET (NOT TO SCALE EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE ^� POG POINT OF GRADE ADA I AMERICANS WITH ONSITE PROPERTY PROPOSED ® LINE/ R.O.W. LINE I MINOR SITE PLAN AMENDMENT, NEIGHBORING ARCHITECTURAL 1 _ PROPERTY LINE DRH 5 INTERIOR PARCEL LINE POINT OF TANGENCY, CURB - EASEMENT` --_-- LETTER OF REVISION LINE 7 - - - - - - - - SETBACK BF BASEMENT FLOOR LINE POLYVINYL CHLORIDE PIPE DRH CURB AND GUTTER BK BLOCK CONCRETE CURB & GUTTER SPILL CURB I TRANSITION CURB ;< -•• INTERSECTION BL BASELINE DEPRESSED CURB AND GUTTER POINT OF VERTICAL BLDG BUILDING R _-, UTILITY POLE BUILDING WITH LIGHT BM BENCHMARK POLE - LIGHT RET TRAFFIC RETAINING ,HALL RESTRICTION LINE LIGHT r, UTILITY O RIGHT OF WAY POLE CENTERLINE '^ TYPICAL. LIGHT CMP y ACORN SANITARY SEWER LIGHT --�t,- - TYPICAL ^� SF SIGN CONC --- CONCRETE PARKING Z_/Xi _m_, COUNTS CPP CONTOUR 19� I -------------f ------------ LINE 187 r s i SPOT ELEVATIONS C516.00�JTC 516.00 C 515.55 C'UB{C YARDS S/W SIDEWALK DEC DECORATIVE SANITARY SAN -� DEP LABEL # TO BE RELOCATED STORM X TC LABEL -........ .... ry_.__...-____.. _._..____..__,_. SANITARY SEWER cL DOM DOMESTIC LATERAL TELEPHONE I _........._.____. ----- UNDERGROUND UND _w F I TPF WATER LINE UNDERGROUND ELECTRIC LINE ELEV UNDERGROUND G TOP OF WALL GAS LINE EDGE OF PAVEMENT TYP OVERHEAD WIRE ---- Oi 1 EDGE OF SHOULDER UNDERGROUND T EW TELEPHONE LINE UP UTILITY POLE UNDERGROUND EXISTING W CABLE LINE I FES - _... __ _ _ ___ __ __. -_ STORM INK _... ..___ ...._ _-- -_ .__ ._..-. ...-.. SEWER VSA/M WATER METER SANITARY FIRE HYDRANT SEWER MAIN FG FINISHED GRADE (HYDRANT DEGREE SANITARY h J MANHOLE GRADE .... STORM MANHOLE /~ I� GARAGE FLOOR (A7 i WATER # NUMBER METER GRADE HIGHER SIDE WATER OF WALL VALVE GRADE LOWER SIDE I -' GAS F. VALVE l r- GAS GV METER J�-I TYPICAL END HDPE SECTION POLYETHYLENE PIPE HEADWALL OR I OR� HIGH POINT HOR E.NDWALL HW HEADWALL INT YARD INV INVERT INLET LINEAR FOOT �..., CURB LIMITS OF INLET O CLEAN 0 OUT ,_INE OF SIGHT j ELECTRIC L/S - MANHOLE MAXIMUM MIN TELEPHONE OT MANHOLE MANHOLE MECHANICAL JOINT �fJ ELECTRIC EB P01NT OF ANALYSIS BOX POINT CURVATURE �} - ELECTRIC PEDESTAL EP i COMPOUND MONITORING WELL CURVATURE, CURB TEST RETURN PIT PWIT OF I BENCHMARK I t BORING THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS: OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, !i (iN VIRGINIA, MARYLAND, AND DELAVVARE 8 i 1) (VW 1-800-2454848) (PA 800-2421776) (VAI-800-562-7001)(MD 1800 C7-777r)(nE 1600-2822-6555) APPROVED FOR CONSTRUCTION V122001 STANDARD d `�.'iJlBR 1 q VIA .'l DINS DATE FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE ADA I AMERICANS WITH ` PROP PROPOSED DRH DISABILITY ACT I MINOR SITE PLAN AMENDMENT, ARCH ARCHITECTURAL PT POINT OF TANGENCY DRH 5 1/29/16 POINT OF TANGENCY, CURB BC BOTTOM OF CURB PTCR LETTER OF REVISION DRH 7 5/25/16 RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE DRH POINT OF VERTICAL BK BLOCK PVI INTERSECTION BL BASELINE PVT POINT OF VERTICAL BLDG BUILDING R TANGENCY RADIUS BUILDING BM BENCHMARK RCP REINFORCED CONCRETE PIPE BUILDING RET BRL RETAINING ,HALL RESTRICTION LINE WALL CF CUBIC FEE R/W RIGHT OF WAY CL CENTERLINE S SLOPE CMP CORRUGATED SAN SANITARY SEWER METAL PIPE CONN CONNECTION fC N SF SQUARE FEET CONC --- CONCRETE STP. STATION CORRUGATED CPP STM STORM PLASTIC PIPE CY C'UB{C 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 I EIEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT TYP TYPICAL ES EDGE OF SHOULDER I UG UNDERGROUND EW END WALL_ --' UP UTILITY POLE EX EXISTING W -- 1NIDE I FES FLARED END SECT D W/L WATER LINE FF FINISHED FLOOR VSA/M WATER METER FH FIRE HYDRANT PLUS OR MINUS v --- FG FINISHED GRADE DEGREE G GRADE 0 DIAMETER GARAGE FLOOR (A7 GF DOOR) # NUMBER GH GRADE HIGHER SIDE OF WALL GRADE LOWER SIDE GL OF WALL GRT GRATE GV GATE VALVE HIGH DENSITY HDPE POLYETHYLENE PIPE HP HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LIMITS OF LOD DISTURBANCE LOS ,_INE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX MAXIMUM MIN MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA P01NT OF ANALYSIS PC POINT CURVATURE POINT OF COMPOUND PCCR CURVATURE, CURB RETURN I PWIT OF PI INTERSECTION THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS: OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, !i (iN VIRGINIA, MARYLAND, AND DELAVVARE 8 i 1) (VW 1-800-2454848) (PA 800-2421776) (VAI-800-562-7001)(MD 1800 C7-777r)(nE 1600-2822-6555) APPROVED FOR CONSTRUCTION V122001 REV DATE COMMENT 1 BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 1011115 MINOR SITE PLAN AMENDMENT, DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT 11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS: OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, !i (iN VIRGINIA, MARYLAND, AND DELAVVARE 8 i 1) (VW 1-800-2454848) (PA 800-2421776) (VAI-800-562-7001)(MD 1800 C7-777r)(nE 1600-2822-6555) APPROVED FOR CONSTRUCTION V122001 JLPICBC E DRH 02/20/15 N/A. SD6 PROJECT: MINOR SITE PLAN AMENDMENT 1,11 171 OR 5TIF1 6 J PR � ,i o f j PHASE II LOCA T'TION 01"SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA y ENGIN EE RIPTG II I 28 BLAOKOtifELL &'ARK LANE, SilITE 2�31Ii WARRENTON, VIRGINIA 2018; Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngirieering.com DANIEL R. HINES P Lic. No. 043176 ar 6130" 6 Joe �0 4 . SHEET TITLE: MCl' E S SHEET NUMBER: z 'B . . ........... REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20115 LETTER OF REVISION DRH 5 1129/16 AMENDMENT11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENTIll DRH 8 6130/16 AMENDMENTIll FOR APPROVAL DRH "._L — 4111 ggn At 1", 1 1 IR N, q, ON g 4 s !w Xw c'? FP FP PP FP -z- N LL '/v, 4 X, nl� AP:IROVED FOR CONSTRUCTION 10 �V' Z�� V"< DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 6-- X SCALE: 1"=120' CAD I. D.: ............. .. . ...... . SP6 r-ggg AV . . ... ... Nl 6%, e<% z�N W s< gm 5 ir e zx 0 000, '�A ..... . . ... . . . A '4 T- ril— 'A 4 N", 'kv Z' ICA) T --j gj� C r," rl j00 .......... 0 —X 'Ap" DANIEL R. HINE Lic, No. 043176 -s �4 '�- &I '�z A;� o", 4 j 6/30/16 0or 7 k ROADWAY PAVEMENT SHEET TITLE: HEAVY DUTY PAVEMENT 0 TRALL SlTrl STANDARD DUTY PAVEM15NT PLAN 'g HEAVY DUTY CONCRETE SHEET NUMBER: 120 60 30 0 120 STANDARD DUTY CONCRETE GENERAL NOTE: IT I$THE RE$PON51BILITY OFTHE CONTRACTORTO REVIEW ALLOF THE DRAWINGS AND $PECIFICATIONSAS50CIATED WITH THIS PROJECT WORK SCOPE PRIOR TOTHE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FJND ACONFLICT WITH THE DOCUMENTS RELATIVE TO WRIT NG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN I"m 120' 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. -4 If BYO/ COUNTY TM, 76M2, PAR. 68 ms's®1 N' /J) CITY TM 21B, PAR 19 ZONED R3 <- „r<a < `a aw�<, wxr s ww> <ww t 0 _ w . w <a, »... —LIMITS 0 J w:, DISTURBANCE .w v w. > 1 -v _. ww, A .. ww of w« F ...... ....... P Fpw ..—FPFP t„> c� v itYA w w r, Jv w u v \ N 3892280 F „«- x 00 w> a Tk. .. ... . w« a < roe w- 4 40d« w j� „- ,< OMINION v wJ a ,,. 1 BUILDI G 0 t. _. BACK fir. .. _. -. war ......_. , �u �4 w<> REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/1 5 LETTER OF REVISION DRH 5 1,29/16 AMENDMENT 11 DRH 6 2/12/16 LETTER OF REVISION DRH _ 7I 75/25/16 r /25/16 � - AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH' r� _.&, < ,< f ..:, . ,.. ,a ', w<„ ....... 1 a. , 830 r. 9 o � STM E3 d h m 5 o _ , PR P. STOF 12 w � . , < 4 . ao - 0 S 0 2 �T SHEEIATCHLINEeATCHLI 6E OP. STP < . � ,, � � � <, o . .<, �,• ,A � t,IGN TYP. � S TM , ST w SIGN T P. o ., __.. �JJQ � I1 I , SHOPS < m _ P.OPI T < ADA IG S �. of .. ❑ ❑ SIGN 1 4 t 300 BLDG � � x < _ ,. �.<, D,,A�,1{aC� .. o ; w STM �— 1 , \ < TM T 712 - DANIEL < S S M 1 � w,. M � e ST � S 0 PROP. 1 37 , ✓" EASE NEN I a J EAS._h� ER,T � F 38 1.36 , , � ' 005. S �4nEl � R. HINES 6 E E: R �' ��. 3 , , ,. N 38918.50 4 z � , e � /9 �, c A ASG �. — 0 _ 4 50 m � FFE 16. 1 24 w..... _.. J 1 24 8 r 4 1s REST. �\ 1 24 18 2 � S _...... 1 18 8 "� _ 1 24 « 4 8 8 1 18 2 � 8 E 1 24 ^. a r� 8 I I I _ „ r I I_ r ,- — w \ � Llc. No. 043176 �� a 1 0 IF x BLDG 80 \., fr j a, I wx, vrr, ... � L " , .,, 100.1: ar ', .. � , EASC .�fEN , _. - 1 °� �d v F \ _ 4 388 S � � _ .�.,_ r _ 1 � a , I .,, o St 30/16 40 20 10 0 40NAL _ IIL NOTES: 1"= 40' SHEET TITLE: N ' 1. SEE SHEET 2A FOR GENERALO TES. s L 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES.' 3 MINIMUM PROPOSED PIPE DIAMETER FORST RM SEWER SHALL BE 15". <= , 4. ALL RETAINING WALLS SHALL HAVE HANDRAILS. SHEET Y t 5. ALL IDEWALKS SHALL BE CONCRETE UNLESS OTHERWISE NOTED. ,.; PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. % ,\ IT P w AN 6. HORIZONTAL DATUM: VIRGINIA GRID NORTH(NAD-83),SOUTH ZONE I a R EDATUM 1988 ` VERTICAL, NORTH AMERICAN VERTICAL D R c 7. ALL CURB TO BE CG -6 (CONCRETE CLASS A-3 UNLESS'OTHERWI E NOTED. ------ 8. BUILDINGS SHOWN IN HATCHEDAREA ARE SUBJECT TO CHANGE ANDARE SHEET NUMBER: ; L _ ; SHOWN F INFO REVI _ R INFORMATION ONLY. ED AND SITE PLAN WILL BE S - „- O , RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. X REQUIRED ON ALL BUILDINGS. 9." KNOX BO Q s GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOREVIEW aALA. O . . . PF THE DRAWINGS AWY INAG-S�ANDMSPECIFICATIONS IN PC (Fl5ICdA TI1O@. N'� S ASSOCIATED �IATiJEtD WFrIT.H N THIS PR_ O,F JECTP E 1 0. VISIBILITY 31 �ITY � ALL MECHANICAL �EQ EQUIPMENTENTFR�M THEENTRANCE��RdID R I _ - _. '3M rd N T i3 � F W I Wt Hp1hkICMANTicIOy ($NT6e6i tRl APPLICABLE AR®IcL��CODES, N cO DECsAN: IT IsTdHiEI CONTRACTORSRE5P0 NSIBI I TY T7 TH EPROJEC�ENGhJEE. ENGINEER RECORD SPE SHA L BEEL IMINATED. _ _-.. ..._ WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEERS SHALL CONSTITUTE : RESPONSIBILITY T AS DEFINED BY HE DRAWINGS A IN H SCOPE OF HE WORK F SNS ILITY BY THE CONTRACTOR TO COMPLETE THE ACCEPTANCE OF U POIB -l ., F„,. r r_ r n.\��ti-� kll . '—w r ��r�n ..,;..--r.-r,;. ,�. ,r � r \a \_ u \\\ \ WA,� \%_ i ®\..\.<�. � . r, ....:........w \ � V. V.;\ ,♦\ u\ U;, \ RE111SIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH _ .« S M 4 DA SIGN T D 36Iry \ d ft « v <z I !� STO a \ a,,:, 9 „ .✓ ..... LIN,,E-4 T 6 870� MATCHN77 SH111 r. (J DANIEL R. HINES 'P r •VY Llc. No. 043176 NOTESxzx, 44 o 6/30/16 0 40 zn 1 o eta A FOR GENERAL NOTES. .,:...... ,, 1. SEE SHEET 2 R , A CES. :MAL N SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. ,a_ 2. SEE LINE 0 1 40 HALL BE 15 , PIPE DIAMETER FOR STORM SEWERS -�---� �--- 3.: MINIMUM PROPOSED E 4. ALL RETAINING WALLS SHALL HAVE HANDRAILS. SHEET TITLE: A" CONCRETE UNLESS OTHERWISE NOTED. 5. ALL SIDEWALKS SHALL BE CLASS A C 1 PATIO AREAS N R SHALL BE PAVERS OR STAMPED CONCRETE. RETE. . - 6. HORIZONTAL DATUM. VIRGINIA GRID NORTH(NAD-83), SOUTH ZONE c ;SHEET KEY , AVD 88 1988 N :,� VERTICAL. NORTH AMERICAN VERTICAL DATUM � - - TED: E OTHERWISE NO (CONCRETE CLASS A 3 UNLESS SITEIPLAN 7. ALL CURB TO BE CG 6 CO , 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE a f.z SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND HAVE BEEN FINALIZED. TENANT SPACES HA ' RESUBMITTED FOR REVIEW ONCE E - SHEET NUMBER. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. ED DRI VE THRU USES IS - IT FOR THE SPECIAL USE PERM ,. 77, 10 .ANOVERALL CURRENTLY BEING DISCUSSED FOR ENTIRE SITE. PROPOSED DRIVE THRU , DRESSING SPECIFIC SITE LANE WILL BE FINALIZED WITH FUTURE DESIGN, AD CRITERIA, PRIOR TO DRIVE THRU APPROVAL„ 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. fit, .ei� -� �" J�I 51t, REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/i/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT Ii DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH I 8 6/30/16 AMENDMENT III FOR APPROVAL, DRH GENERAL NOTE. ITIS 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 .. _ — tiPF1.IIVK1 FK -1-1 _I ll.01 J co lit_ 1 ,% al',nn,®\ \ \, \ §!Jlt \ \\\\ ® €.._.., .. � I, JOI uIVI r Q YV6 mAVo BOLLARDS 30R GUARDRAIL TYP. G w �PR STM STM PROJECT. 30 +mwu+wwew..w 06 . - SCREENING WALL T MINOR SIT0 » EPLAN , R 9 B S v Y _ r r TM.. v. Wim.. �:. .... ,. .... , �, q� F T2 F r t e� F �5/�� '''qqq��� �\��� •t»Y, , ,.,. ,. .A, ,,r rr ... .. ,.... o TM k r ,, 33 14 _, 032 , , . �" FOR P NC. _ r. R 0 ,: TM �< ., _ ROP . „ „L r 3 I r 1 , 30 _ ,i ON r t„� RD AIL TYP. �, ,� ..,/ ,, <,._.; ,•<' x � _ b DISTURBANCE PROP. LIVING�4 5TH RETAIN N WALL STATION i r. zc WITH HANDRAIL PHASI ... PROP. DS I ,. ,... o �._... ACCESS ROA PREP: 0 PAVED 11 AND GABLE i _ E D -, r ti I _. __.. LOCATION IOC Of` SITE ,,.:. PROP. 10'PAVED AVED PS0a . LIVING ., ACCESS ROAD 'mow �. NORTH � io � BETWEEN EEN r WALL I �.:., RET ANIN� L T i3 STREET ACT WITH HANDRAIL . SEE NOTE 10 , CJS, »; .,» , -AVON STREET EXTENDED _- i3 W ry G �,. ,•,., _ SCOTTS MAGISTERIAL 8 IL E V L MAG S RAL_ ,Y ALBEMARLE COUNTY, VA r 5 � _..., - yr , LIMITS OF DISTURBANCE LIMITS OF muMFn I TURBANC < v .. D S ,. ,. .,., ,.. a. a,:r. .e, .J ,'..,. �:.. ,, ...• . a. .. COUNTY $ .LIY.d. /6dUld .L�.C7ldS,u "!• v .... a« N , e ,! 9. 2'A�' .� .0 r , G 1'3 �. N G Fa a 28 BLACKWELL PARK LANE SUITE 201 s LIMITSO ,,., 1 .tom. ,., ..4 , ,..,,.<.. /yqv rt....rt.. g�qv vg�v 'p�,�p un' p/��J[1 ��d.s�p�gy �� 0 , ., ......., . USE . ® N 3890585 CID,. � , e DI�TURBA WA R a .. » _._ N R ENl'ON VIRGINIA 20186 1.,,. � G� N ti .�+ O .. _ ,. .. _. ,.. OPER�+yy ,,ms�ss �y` TT //^v� I� j� Tdi l� < . s Phone: 540 349-4500 INTER S TA TE R 0 UTE, 4 03 Fax. 4 4 21 5 0 3 9 �% ¶ r . .rw N , - �sww.8c�hlerEnrnerr� .com i. ....,. J.. ., .-,. ..... If/ shy. .ra.. I` 16 mow. .� r^ _ RELOCATED LIMITEEi ? - 1+. ✓ cYJ m _--�-•====~� 1 ,., ACCESS FENCE C7 x -u D , DANIEL _ w... -» w x ®e LIc. No. 043176 ; 89"25'30”�1 �r /fir v N =—rJ s 6/30/16 20 40 40 0 10 I . VI1 "- 40' SHEET TITLE: FULL CONFORMANCE 0 REGULATIONS D COD iN UIhn, 1. SEE SHEET 2A FOR GENERAL NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4, I S, ALL RETAINING WALLS SHALL_ HAVE HANDRAILS, . 5 E ALL SIDEWALKS HAI.. BEn CLAS AL CONCRETE UNLESS OTHERWISE NOTED, PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6. HORIZONTAL DATUM. VIRGINIA GRID NORTH(NAD-83),SOUTH ZONE T NAVD 8$ VERTICAL. NORTH AMERICAN VERTICAL DATUM 1988 ( ) - 7, _ - O NOTED, ALL CURB TO BE GG 6 CONCRETE GLASS A 3 , UNLESS OTHERWISE .. 8. PROPOSED LIVING RETAINING WALL SHOWN FOR SCHEMATIC LOCATION T ONLY. FINAL DESIGN TO BE PROVIDED BY STRUCTURAL ENGINEER, GENERAL NOTE. ITIS 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 .. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. i TO NOTIFY THE PROJECT ENGINEER OF RECORD IN THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S S RESPONSIB LITY ' • 1 0. FROM ENTRANCE E EQUIPMENT FR HE A VISIBILITY O ALL MECHANICALN VI TY E A� 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 CORRIDOR SHALL BE ELIMINATED. FULL CONFORMANCE 0 REGULATIONS D COD --­­­--- ­ --------,------ - ----,--,---- I . I . - I I - - . ilill,,:illl!iill�lli,,Iilii,illll����,illI - I - I m -m- -0 I I I I I 11 I I � - - - ­­­ � � ,-.-------,-*, , 1 1 1 , , - - - - - I - - � N � __ ""' , I / ,,, � ,` ,� - - - _ - - - I I " % % � -1 I ___-� ��, ',,�, � --- - - - - - - - - - - - - I _ f I � i � ,� ____ , - - - - - I -------- I `��` - __ I \ \ z ,` I I f , - 1 9 - - , - I - - ___________,___ - - - - __ .- �, , I I �, " , I , " I . 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GENERALNOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT VORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T 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 THL SCOPE OF TIIE WORK AS DEFINED BY THE )RA'MINGS AND FULL CONFORMANCE WITH LOCALREGULATIONS -11— 1— REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY DRH COMMENTS < 8127/15 FOR APPROVAL DRH 3 < MINOR SITE PLAN DRH AMENDMENTI 4 11/20/15 I LETTER OF REVISION 0 5 Z j AMENDMENT 11 DRH z �?'Z-Qw o0 LEI -TER OF REVISION I DRH 7 LLi 0 F_ 1DRH 8 6/30/16 Lu DRH IWO w FOR APPROVAL 0 m (1) CL 03 LL < 0 m z T0 < z 0 _j 0 T Lu zz < Ly- u 03 ri 10 Iz �7' 0 < 10, P, ti REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY DRH COMMENTS 2 8127/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN DRH AMENDMENTI 4 11/20/15 I LETTER OF REVISION i DRH 5 1/29/16 j AMENDMENT 11 DRH I6 �2/12/16 LEI -TER OF REVISION I DRH 7 1 5/25/16 I AMENDMENT III 1DRH 8 6/30/16 AMENDMENT III DRH FOR APPROVAL THEFOLLOWINGFOLLOWING 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 81 1) (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) APPROVED FOR CONSTRUCTION PROJECT No.. V122001" DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 111=40' 79: r7l 434 cn r7 -1 J ....... . ..... .. . .. . ... ..... - ----- ------ 40 20 10 0 40 1 40' NOT ES- I . SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, ENTITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS," DATED MARCH 29, 2013- c SHEET KEY 0 `7 H5 T I -1 S'Ir PROJECT: MINOR SITE PLAN AMENDMENT111 T R E E T TATION OVERALL PHASE 11 1,0CATION-1 OF SITE NORTH OF 1-64 BETkNIEEN 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 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com m DANIEL R. HINES "P Lic. No. 043176 10 6/30/1-61 NAL r-SHEET TITLE: mil GRAEF)"ING 1"LAN SHEET NUMBER: 7 ` x a.EXTENDED- �v4 _ STATEROUTE i Z 498 506 '� \ .,' •'_ - 504 502 °'---'�"�.. REV LL_ , gg ,, 'S,, 7/16/15 111 , x , x 8/27/15 i J Q Q Q C x— F- fi W Z Z 1 . fr'a \ 1, 3' t I f i W IV \ v r � by x , , -l t i y DRH MAT 1/29/16 CHLINE tom SH7r _"ET 2/12/16 \ 6OHQ(D2 co �O 5/25/16 AMENDMENT III DRH I— U) W O_ w AMENDMENT III DRH U) , 3 x oa W .. ` x a.EXTENDED- �v4 _ STATEROUTE i Z 498 506 '� \ .,' •'_ - 504 502 °'---'�"�.. GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IR17ING PRIOR 70 THE START OF CON87RUOTION FAI1,09R PY TOP f4nNTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL coNSTITU- 6( P7ANC8 OF r>ULL HLSW(7NSIRILITY BY THE CONTRACTOR TO COMPLETE 'fHE 84tDP@ OANC; 'YHH Wppyp, AU OEFINKi BY THE DAAWINib ANI FULL CONFORMANCE WITH LOCAL REGULATIONS D CODES. AIN / Y ., > _ 8` . N a a x ,z H q l7 - 1 ' COI � v �2gQ � �TNT�' T 11I��P %%�J'l NIF WA TS ON 2CORPORA TION Zi,S� W�l�d O ER 4CJ E a, a o DB 460 7PLA T DB 460 6 PLA T ' ( 1 , _ ._ __ fW_. __. _. __. .... .... ..... ,_ , f : ........ ..... _ n d J!.... _ ... ........._ w., ti r(i �� .✓ „,� `u.,a� �:(L>.. .,�7� df.. 5610 z 410 210 10 0 40 V=40' NOTES 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES, 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES, 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, ENTITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS," DATED MARCH 29, 2013. REV LL_ CGMMENT PER COUNTY 9, 1 7/16/15 111 o 0 z 2 8/27/15 FOR APPROVAL J Q Q Q C x— F- fi W Z Z 10/1/15 MINOR SITE PLAN DRH Q Q Z L _ w 7 AMENDMENT1 4 11/20/15 S DRH x. 1/29/16 WOJW¢p JJ d' Q tom 6 2/12/16 LETTER OF REVISION 6OHQ(D2 co �O 5/25/16 AMENDMENT III DRH I— U) W O_ w AMENDMENT III DRH U) k ®fiA AO oa W O ti IL Q x z Z U O } 0< x,\ o� QQIL O a J w� R O N�1J z12 0 G ~ z0or wo — N U? z Q Z \ i , OJO=W om (of)QKUU ;� GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IR17ING PRIOR 70 THE START OF CON87RUOTION FAI1,09R PY TOP f4nNTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL coNSTITU- 6( P7ANC8 OF r>ULL HLSW(7NSIRILITY BY THE CONTRACTOR TO COMPLETE 'fHE 84tDP@ OANC; 'YHH Wppyp, AU OEFINKi BY THE DAAWINib ANI FULL CONFORMANCE WITH LOCAL REGULATIONS D CODES. AIN / Y ., > _ 8` . N a a x ,z H q l7 - 1 ' COI � v �2gQ � �TNT�' T 11I��P %%�J'l NIF WA TS ON 2CORPORA TION Zi,S� W�l�d O ER 4CJ E a, a o DB 460 7PLA T DB 460 6 PLA T ' ( 1 , _ ._ __ fW_. __. _. __. .... .... ..... ,_ , f : ........ ..... _ n d J!.... _ ... ........._ w., ti r(i �� .✓ „,� `u.,a� �:(L>.. .,�7� df.. 5610 z 410 210 10 0 40 V=40' NOTES 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES, 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES, 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, ENTITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS," DATED MARCH 29, 2013. 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 1-800-2.42-1776) (VA 1-800-552-7001)(MO 1-800-257-7777)(DE 1-800-282-8555) �1�`eOP+.pFp�'�RC�9 i�VED FOR L. I VST0.d l,.i�IO9 4 PROJECT No.: V122001 DRAWN BY. JLP/CBG CHECKED BY: DRH DATE: 02/20/1 30ALE: CAD[, D.:GP6 PROJECT: MINOR //INR�~� S l I� LA. I, OIC 5TH STREET STATION (OVERALL PHASE 11 I,OCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 6. ENGINEERING 28 BLACKWELL PARI: LANE, SMITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 FaX:5 40 .i4�a_ 0 �� ,. 1 a U DANIEL R. Har?ES Lic. No. 0431 7CI ®� 6/30/16 SHEET TITLE: 4� GRADING PLAN SHEET NUMBER: REV LL_ CGMMENT PER COUNTY B 1 7/16/15 111 o 0 z 2 8/27/15 FOR APPROVAL J Q Q Q C x— F- fi W Z Z 10/1/15 MINOR SITE PLAN DRH Q Q Z L _ w 7 AMENDMENT1 4 11/20/15 S DRH :s 1/29/16 WOJW¢p JJ d' Q tom 6 2/12/16 LETTER OF REVISION 6OHQ(D2 co �O 5/25/16 AMENDMENT III DRH I— U) W O_ w AMENDMENT III DRH U) k ®fiA AO oa W O ti IL Q x z Z U O } 0< z o� QQIL O a J w� R O N�1J z12 0 G ~ z0or wo — N U? z Q Z OJO=W om (of)QKUU ;� aw it o W G� ,J� a o¢ J` *"v a � l n > 5, IE o< zz oz z �' w i n [ti w f � O -1 Z 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 1-800-2.42-1776) (VA 1-800-552-7001)(MO 1-800-257-7777)(DE 1-800-282-8555) �1�`eOP+.pFp�'�RC�9 i�VED FOR L. I VST0.d l,.i�IO9 4 PROJECT No.: V122001 DRAWN BY. JLP/CBG CHECKED BY: DRH DATE: 02/20/1 30ALE: CAD[, D.:GP6 PROJECT: MINOR //INR�~� S l I� LA. I, OIC 5TH STREET STATION (OVERALL PHASE 11 I,OCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 6. ENGINEERING 28 BLACKWELL PARI: LANE, SMITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 FaX:5 40 .i4�a_ 0 �� ,. 1 a U DANIEL R. Har?ES Lic. No. 0431 7CI ®� 6/30/16 SHEET TITLE: 4� GRADING PLAN SHEET NUMBER: REV DATE CGMMENT PER COUNTY B 1 7/16/15 COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN DRH AMENDMENT1 4 11/20/15 LETTERF REVISION O ViS ON DRH 5 1/29/16 AMENDMENT 11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III DRH FOR APPROVAL 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 1-800-2.42-1776) (VA 1-800-552-7001)(MO 1-800-257-7777)(DE 1-800-282-8555) �1�`eOP+.pFp�'�RC�9 i�VED FOR L. I VST0.d l,.i�IO9 4 PROJECT No.: V122001 DRAWN BY. JLP/CBG CHECKED BY: DRH DATE: 02/20/1 30ALE: CAD[, D.:GP6 PROJECT: MINOR //INR�~� S l I� LA. I, OIC 5TH STREET STATION (OVERALL PHASE 11 I,OCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 6. ENGINEERING 28 BLACKWELL PARI: LANE, SMITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 FaX:5 40 .i4�a_ 0 �� ,. 1 a U DANIEL R. Har?ES Lic. No. 0431 7CI ®� 6/30/16 SHEET TITLE: 4� GRADING PLAN SHEET NUMBER: FP FP > N 389205 Z-4 _l' 0- "'S NTCR' SCMENT R to 5Eft M0 SOITARY 285 (C" P ss lia 30' 362, PG 4z S: 0 N .......... TPEA 9UFf ER 0VE k'jJ '05 j 00 4A`;�`,�' �, �F ... ... .. ..... .. i�p _V, 0 l)_' Iry S . .. . ... . E� LIMI OF N p r DIS 3A CE M P"Ill.1',,-,�,,�-'�,,�5��11-1.�ll,��ll'-I "XII, Flo ------------- I # 4,01, Vi N T892280 0000 a _5 s -18" RCP ... . . ......... ..... L-4 0 .... .... . . . . . . . . . . . . . . . . . . I , I'M 6 -AF rl -Ile N Of - L G -- M 1 _pg kl� v _4 G_ 0 AF, '6A 'E . .. . . ... H P �F (A PROP. JA IN -Tm I ERVICE DPOQ A"YW TLP r -PROP. IN REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27115 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29116 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDIVIENTIll DRH 8 6130116 AMENDMENTIII FOR APPROVAL DRH 1- 6" GV C R APPROVED FOR ROP, xx �"v �": 11" 1 IN, iZ BE w CONSTRUCTION M0, R (2) - 8 OND J; I 1 .81, PROJECT No.: V122001'� 1 -4"GV-- VVIL 2" W/M 6.21 DRAWN BY: JLP/CBC 1-4'XTREDU�ltrl CHECKED BY: DRH MH -54 ME DATE: 02/20/15 �PROR 45'_BENDS . 'I , I )TER P 6j' INV =406., uecll PRC . /INV =406.80 SAN LAT, SCALE: 1 .=40' INV =406.90 P z V =405.82 IPC CAD LID.: UP6 JD NV =405 53 LLI "w" PROP. 81IX8" TEE NV =41,0.00 W�,, ROP. 8"X4'', EE �rPROP, 8"X8' TEE BEND 01 ------ 1% 4 PROP, FFE=414.67 NV =403.81 PROP 8"X6" TEE P/cP. s 3-8"GV 3 - F'GV fPROP. 1 6" TE X4" TEE 1 - 6" GV PRIC 24" RCP 4 T T 1- 4" GV 6", HDPE_ �TM "X2" REDUC LEX FH 1- 8" GV 4-�� S I - 4"XT REDUCER PROP. 8 XT I EE=:) T Ml i er E N G 1 14 E E R I N G ';e SIM 28 BLACKWELL PARK LANS, SUITE 201 'k T 6" HDPE__/ w 20 &I'\' nM* WARRENTON, VIRGINIA 20136 r V7k-- 1, - I F �gOC 8" CLASS u L' x6l, 23+UU 22+50 �2.�aO WZI 1+0 IT 24+Uo 15" 130+ n, Phone: (540) 349-4500 k:��OPRO'P T8E Fax: (540) 349-0321 '1-1-52 ...... .. .... ... I www.BohlerEnginee 9-com Y� N ­ FH slid 1 6" GIV \—PRO MID ""HLINE SH""T 8 ATCHLIN" SHE"T 8D- KU k� ­ __­ L'_ 151, CMp _k SHOPS 15" RCP 151, CMP "T Al R swa % Ri9 BLDG 1300 24" RCP 24" RCP 24" RCP 11,25' T Q�,QU 00 17 amp '�-" q OLIN 6,005 SF, 1-30 151, cmp-/ �Qii rQ �-15"c 1 15 1850. DANIEL R. HINES C, PROP. FDC EASE FFE=416.50 f T RES" L TRAP Lic. No. 043176 PROP GAS BLD METER P OP `XT TEE G. 1800 R 8 PROPOSED EASEMENT LEGEND SIGHT DISTANCE _T 11 STORM DRAIN S I SANITARY SEWER TIM) WATER (PPA� PUBLIC ACCESS COMMON SHARED rl E_� INGRESS -EGRESS Di 0 PUBLIC UTILITY A VARIABLE WIDTH S STORMWATER FACILITY MANAGEMENT 6/30/16 410 210 110 0 4 1 0 V= 40' NOTES: SHEET TITLE: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. "Al 15 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING SHEET KEY UTILITY PLAN SANITARY AND STORM STRUCTURE INVERTS AND RIMS. 01 3. MINIMUM PROPOSED PIPE DIAMETER FOR ALL PUBLIC STORM SEWER SHALL BE 15". 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. 5. ALL BUILDINGS REQUIRED TO HAVE KNOX BOX. SHEET NUMBER: B 4" ----,- , __ ____ ___ __ _ ____ ----,- __ ___..________ ---------- ___ ___ -, ­ - ------­­-­------- _____ - _ , - " I I I- - ''I .1 I - I - 1-1 11 I - - _ __ I I I ---------.-- - __ --- _.______________ � - I I I I : I . I I � I I � : . I � I - ___ ____ - ------ __ - - ___ � . _. t�` ,, ­_ ... !I �, I -, -1 I .; I - . ­ ; , I : 11 " ; __ 11 f �wl_ I,, � A� "I I 11 I -I' " , ;, I ,1 " .11 I 11 I � "I'll'', ,I I � ,�", , 11 " 11 / - I 1. . � � 11 I - I f -1 I 11 "', , - - I . - I '11/1'1_111 ` � """ -, " I , I ,,,,, f fi �, I I I I 1� , , � " ,,�,'__P 1 sl�im - _027 02 � 1) -,- Z�. 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", ", 11. � � - - , ­ ��e Z�---­_ / , PR -110111, ,,J��,; 11-1 1 I , � vv i �', "' , �"""��,,,,���,!�!�'��,'��:!�;� i�,�,!',,§,` " I I 11 I ',��, , ,_ -11'', , I , - ; �11�� / -�/­q,,",', ­',?,',"� -,,ng'� ' " 1�1=N ;)��rl.,--,/�,,�""-,�""I"�I'l��/,/"";",�!�,�.��,�",/""";� 11 , "I', 11" , ,�,/zt, ,,- , , " , , "I-----------' "C"', , ,,; -11 I 11 I I I - :11 �,��,,,,,,-,I, i��, ,­,,,,,",-"-� ',,�,,�,,,,!,,�,,,,7�-',,,,,,,-,�,,",�;,��,,,,,,,;,,�',-, , '"" '' ''DrIl.", q,- �,�, 'll ", 11111-/1 11­1'11� I "_ ,- 1,11 11 R �, -''/,; ,,,, , _­­__ - I I � - ,�Vyf;,_ "I , ,,,, " f, � , � : �, I , ­ �;�� , 11 I , ! , , .1--,( 11 11 - " ___, 1- ... 11 ,/�11111, � 9 �� �� , , , W1,111; ­ ", ___��, , , -, I , I ­­­­ v , ,;__'�'_ I I ,; / 1� 7u, -1 �' , "',_ , _ . ..... i, : :; I""I"f",­ f m_ _ HDPE 5 i�,, - � , 1 ' 1, - I'll- "" , I � 1_1-37AJ � , I _%,,� _ 2 )1'1� I � ; I I / , \\-PROP. 4" SAN LAT. I - 8" GV I I � ; I " -1 I I , I 1 (41 ROP I , 11��, �P � , I i �1'1 _ ,,,, ,�N,,, \ /I INV =410 00 ­' " "I � , , 'y/ , P , 11� I - 11, \% \ , ,,, ­ � I'll ,­,,� I 11, , 15" RCP ".1, I- '�_Ivllr6l I ,�11� '% A�1, Aff Op. FIDIC--l"", 15" CMP 1 I I I I'll I �Z, , � � I � i i iT I / r ,< I I - 6" GV PIR 3: F H / ,,� lr;l - I I � i �, �� - , . SHOPS 1 I I ; � I "I 1114'1%, I ­ . . . . . 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I / I'll?'l-I �`, l 7_1 , 14 / , //i Z sil_ , ,I �' I I , I I , / , / :III;,,, JAGE I , � �/ 11 � 0 , IJ I ,/ + �1_111 �, I � / - � ­­ �, /11 � � / / �>Fl PROP GAS � I I I � I I I 1, . I �U­, E""""`H f, ''I'll-, i f I I I ' 1 - .. I . � I ,. . ... � I "I �`IAI, vl� I if ,,, I IE- I I 11 1; IIENT / I " / METER - I PROP. TX6" TEE 11 / L ' I ' ' , I Q -'I I ,`,�,, " GV , "'I-` -71 �1'1' / "'". iZ r , ,� 11 9,4' g, � , I.. ,_ I I � I I � , ­�,,t � , I � 1 - 6' . , 6-1-4 1 'I'll" V 'HTPE I I �5,1­11 r.7 I � ", - r____1 I - I "\. 11-If� I�TM --1 , �� � """ � r -1 / I ,# ; / I - I - 4 1 1 1 � � . - - / I 11", ; ;, -1 0 � , �ZF GBA V-i ',, ff 1 ----__ � ,",I 0�,�, I A A\ "I ��z , , I 1i , " / I ­,�, ; �, I 11 " I ji; /, ` . PROP. GAS 11 I I I 11 � ­, � � I \�J- 14 "/�"/,, 411;1h, PROP PULL -k A I , I , -I . I v,,0 �, - - ,� I I I - i "I'_1 "M , � �: " .4,1 �,""""",", �T� ; � . - ; , , , 11 la BO�!,,�# j ; PROP. 2" DOM. METER , I I 11 , I / l", f � ­ " !if I ­�f "', �, Lu 04 / � 1,11,111, l , , - I , 11 -_ I r -1 ,,,,,,' 'lij W 5 "I " ''I . 1. . lix - "P, I I -11, � '! /",',I, �� � - F � ` . I - ; , 7 FV �2_ v - , / " / WIL 1 5' WIM �ROP 6- FIRE ��. 7,7 - I �', , � I 1;��, , , - I I I - q; ,,,� i, I - I � ; , -1, ', ,,� 'f 1, �,, 1, `L ­PROP. 6" FIRE � ; ­ I I il� I I I , y I �,e R� A V, I f I, ii I 4� / - - PROP. " ,,,,,�,��-,,, I I 1) ;1 11,; i 11 , I ­ I � I I I ( :, 1, 9= . 11 1, I ',��� � I I I " 1� 1`�v/']Ils �� I'll 1 11.44!1111 ,I IP02 , i R "I I / I I I I I I 1 4" SAN LAT. ,; �' , I " Q ll't�, I ! J: 4 , -, I �.�", I _� LIMITS OF- I 111FIfilif, "i" / �',­ f ; " ��-, 1, I I I � � I �11 " I c� C14 � I : C /, 1; � �', � I � -­ I I 11 - INV =410 00 : , w � 9 R R ��11"`,'�, 5 9 I , �11�fAl I .1 1, I I i 11 \ ,�IISTURBANCE 11 .-,Y I I 1, - I 1� " ";,�, s : 4, / I'll -1 -11 "Twj/1 tr� 1� I __`�_11 I � PROP.. FID I �', ,� + -�,�, �_ , , 11,�`,�­"4 1/ / I . 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I �f I 1� - 1, I I ; � ", , I 4­-wli, 2 � fib 1 I �J!!, I h - � � � I I I PROPA"X4" TEE TT,f2_,'% �',Mll, - 9/0, 11 l, 4,e��' 1 4 * Lu (4) - 6"CONDUITS . 'l � /, @ ! j/ I , I I I I � I � , �, , 1 �ll 4�1 � "I'll " r sfm I �',',,,, .12R_ STM ,; .. . eW, I',, I I I , ,11 - I I I 1 .... "M "I � i , U ��, ,I) I I I I . I . r . tQ4 �11'1, I I N , _11� / I I I'll, 1,-�,,� / I I 11 11 il I - 4" GV I I 11 . � � , �, - , �;, i " '/�, � / I I < PROP. GAS I I " . � I � 1-2"REDUCER �%.� ,4j � - I "o � 1 F dl,# i 0- I I � I I �, � '/ I a" i` � / -P�SF�6" FIRE 11 I - PROP. 2" DOM.--\ EL I I � �t, 11 11 _W 11, ; L I . 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I � I_ ,� / - � ��,g ,� ­ V `12 1 /,,g, i# i I - - "I I I ,,,,,,, , I , I i, � I I t91 71 �ffl -4 1 /PROP. 45' BENDS -7\ // ROP. 4" SAN L r -, 1�5;11 " i �, , "I'll", ­', V I � ­­ ; I 1-1 ,I 0- * � AT: .1 - 8:'GV .Q04a � ,�,��, ."Ni e � ,'i � i�l * I I / 13 // r -P c '��, g , , ,,iiarol I �-, 1 I I ,g �,� ; ! 1""i r � ��­,-,, ,,, i , .11 I (cf� I � �4, (cfftf5 "I" ­ -11, y , q i �!,­,�'. � , " ,,, - "f � - 6" GV 8.1 F , , ­/ "ll, �, ,I # / / , f"I INV = . _P,1111K� 11,f` - / "A 1 -4 , '1� _- -4- I I I -1H \,,---�7 /,'p'ly, , �� � PROP. 2" DOM. " TEE *� -1 I ox*_� . i �t� I i 11; , + 1,�,,, ,�i : 35 . � ,_ 1, ­ ­ * 011 d 11'�! i ""' ) . 11 4:,, I'll -1 11" I /�:I` P I I "I - �51 � I �, F;z ., f; il ,;' I m, i ", ,� ; I? - .1 " � W/L 1 " W/M STM STM rsIT m) ", ,,,, I I - 11�'Ilu"`1`1­ - 'If I I . 11 08 zly,�', "IM11 , -, - I I I . PARM, 11 �, , & - , - B N F � , �1'4 1 - I .:�, . I - 4" GV 4" H I '21--1 / I . IDPE ; ,�"_ I __ _0 !�,�i i, ;, / , " I � . - I 'PROP. 8"X4" TEE--,, I `.1 I ko�p "O ­­ "" 1 11 'i rl�' I I I ', I ,'­` , ,� f, " % e_�� , 1 41 . 51, , 1 4' HDPE 6" HID �' j � gx�� A I I /," ,I, . � 1 - 4"XT REDU­ ��, t � , �,� * 1. �� I I 1� �151 ,� o ­ ill ff III I . I � c) - PE - V = i I , A ,�, X / "IF ,I I � �,_ i" ' "', 11 -PROR 4" SAN -LAT. 1 - 4" GV 11 041 -4" HDP 8" HDP � _,i � � IN 11 I I ST ,�,­11�,,,,, I", 'g& I'll, 1- ,,;�;l` "m ... � / I f,',,,,l I - I ! - PROP. 0 416.67 ­,u,)��, - 7,f),v f - . , I' 4" 'j" 1 !,,I 1 ,� !,�,! / I I _( �411P�' j_ AV "�', LkI - - , , 4 � FH T_ , I ,,,,,, 7 _�1'1'1 __ " � I � I ,I a, D Z�,� -" * j , , , N r I i 1111 I SHOPS " �l a- _-N [CO 11'." 5,1141, imf I , U) �­ , CL "I'll �, � I � "­ tr SO , "I __­�_^_"_�, 1, � -D _ vu TV 1110,2111110 I., I � 0 / ##1 Q , 11 fi� 11, # e INV = 41b.00 1 .2" REDUCER Q a: "I I I 5 , - , , � . ffINV �= 8 �, 1�111M - /111"'?, i il k 10 41 _- j � ­ (D r , I I 'Ir = - - �E I . 11417.20 PE _-1.1 "'I 9 �,,,', I il , - I I— - -1- _,��;w 'i ".", 9 5�- I I l! i , " _ I ',�,, , �_' , 3 0 : : , I = 11�,/,X,11'11 ,e � - SPRINKLtKLU � , I ­­­ � , ,,,- .! I " I, I ., Q 1� I I , - - - & t, 11. g =L:w IN� � �,� A' �­ ,pg 1 ,, - � ,; ; z, _/ I X LF- ; . - ,NFI�', - 11 I'l I , '. I I hill , M", , g_ I �� " 1_� ;, � ­� -----r- =ff - - ; � . I , I , I = 11 I , " ,,g v �, � ��,_ ,11 1�1 / �W`,`l__I,� ,,, � � � I If 1; I ,< , , 0110- k. - 1. - 'V I I 1, cx g i I � 111,1'� ; I co � I . --n- 11r, A1110,%V1 �'11 , � 4t�� I , " 1, 1� '1'1� �;,,, __11 "I i il 1_� :1 BLDG. 2200 1 1 '. 1�_ , , - gg,'�,,,;,­ _11/, - I �,,, 11, �5111' 'I I[ i z I Q� P .;�,, I I 6" FIRE . / ,r� .I,,,,- I �� _- --- - 11 .5; "d ?% � I I . . . .. . .. �� z `h_ I g,;' : i I I .- A Apr Op. - '. �,, � ­ 10 i 111-1,6"', I s ;It m I �� 7,008 SF I I �, 9� ,,, , ;,��',,, 'iT� ) - - I - PROP. 2" D . I E111 _;` ,I , 1, Iz 11� GAS SERVICEI I . , " I 11 Im 'dv�� ,/ ,,,,,��,­ A1017 � " I 1k * / � "X6` I, I � � -'PROP. 45' 1 N& " ,-"- I I I , . I I 'elm", 41 S, BANK � � W/L 1.5"' � 1�,,g �, ��,,, 11 11 ­ I "',_ FT ; I __ H , I !i "� \ FFE=420.E I 1 T71 1 REVISIONS REV � DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS _ DRH /_ 01/_11 I Z) F RAPPROVAL DRH 3 1 10/1/15 ... AMEND ' M �r��_,­ ­­ - ' DRH 4 11/20/15 LETTER OF REVISION DRH 1 5 1/29/16 AMENDMENT11 DRH 6 2/12/16 LETTER OF REVISION DRH . 8 6/30/16 AMENDMENTIH FOR APPROVAL L)RH - I I ' _1W, I I '. - , � " - �� LDG. 2300 PRO I ��� " , - 0 4, I I ,,I',- J511 1, � I "t + * 1k PRORGAS I Pf OP. 4" SAN LIS I. ,I, V, , � 11 �A,' , I . I L:_J � I I I—_ I . 4 PE ,,r HDPE INV =417. 0 ­ �, " " _,_ -, i KA 2 SF 1 ,­.) � . METER I I � - . REST. / _ - lf"', lf � "" 9W"e`v'W-v­l,�v*,­,,_ -4 111 � I 1 6' G P.2,05 ROP. 4" SAN LAT , , 41 � I I � 1495,,, I & I L, 'I 0 � _r4 , I I l':, 4t'HDPE PROP. G 3 IV = 41T50 , , , , , � / 14111 fl!", - I PROP. 8"XT � ILL! ., 11, . �_� APPROVED FOR `� ,g,,� , I U'> --1. I . OHM I �,­­ Al I - I I - + I I I Z' + o .11 I SPRINKLERED METEqS , . I . k -11i :_� "I"I"r,", I J, I ` I � � FDC FFE=420.( I - '� � I',' 17,20- 1, lv­�_ R I I 11, , I - TEE _. 11 , CONSTRUCTION � rr� "i I " _�vl,/"", I- c'� -, _ � ) OP. 8"X4" TE :�- 'f I' - ' " i_u �, 4"" R � , 'PJ��,I'�� INV = � A1,211 -- -, - I -_ - . 11 I ­ ­ 11 I- " ­ , �,�,,_�,, , * I 44111 r/�� * f =j ," -1 I I � ­ , , ',4 6 44 � = 417.40 _� , �V'� � , � I � 1: � O_+ .. .... -4" HDPE "I I I , It , I ) BLDG. 1200 � ) `l- 110' APF i 't � IPROP I 1 _11, , \ l I I 1 711:.. 1 1 - I 1/ 4157 1% . ­ 6�-_ I— � , . -1 .1. �1­ . -"(7- I`Mf�" 4' , , , * PULL4 . --- -- 2",8 _� �/ ... *" IJ I ,I EX. 8" lac V A., , "­ 'rr 4 __ ;�// ,�: I ,� I , EPUC�fj t - I , , , " mi� \ * + *4 1 . I " , 1 7,551 SF " � ,I` '1�1�111 11 11101 � � I I � -, � � I '1� �,�m; -,$' 1 1 - I , ;_ - I I'�,v - 00 PROJECT No.: - V-1 2-2-0-0-1 _'� illil`�'11@v , I _ �:f N_ I I I I I � c"'Y.1-1, �, � ITI ;. ,, -1 1. I, t, - I � 114 1 MITS OF / '�, 1 PTTW4� 1: I I 11 , �� I 1 1�2 1 � _0111 TURBANC 11�'551 " N \ ,; IV 1w * + � 11VA j . I � FFE=422.50 .. . �, _ � ;; _i \ (f) I 11. � I 1 30 1 1 ,�_, �_`,, i 1 ­ �' �, , I t, , " r� 1 1 I . I ]--� �*�­� INV = \ " I 'I'll" I DRAWN BY JLP/CBC �> R, ­ "I ; .111 :� ­ - . , , " / I , "' :� , �0' ", " , 00 'O , "'179 , , i ­ I I: ,,,, CHECKED BY: DRH , r ,,, N", , " * %P - \ ;�4, 0 I'll � g", " I , , , , I . , ", , I ­ � �, , i � � 4P \ , * ��e � i , = , " . ,; , ,_ '� = , I I �,�� <; 1. 41546 \ , I", � ___4*_ 41. \ � � ; I ; 11, � 'i ', ": I � _� - 141 1 " U - - I I , , . - � 6 ,,�,, - It , 1110�, - - � ! . 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I I - � MRS �, I 11 _1 --- 3 j ___ �� I : 0 . � i ; . - I - IINR`�'5 - - iff 1 r___� I I I I i I I I- I ­ � II . 11 I I - _. _ - - -_ - --- __ I I , I t, /�,., . . /V 001011 I 4 . � I P 1 ,� ,� I �,, " i I I 1� ! I 1 1 I I I � I P . I , I'll �' I 10 I I I I 1 4 ­ . . I . . � - __; I I � : I 1 � i , If o I i� i Ili I i� !� I I I I . 1 '. I .1, , s I � . - ­ . � 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING I I I � _r m X/ r1% I III A 0 0MINI I /-Nm T 1*%11l1w 0 1 %if-%Ivl 0 1 r%u%.., UFN 1IN I__r% 1 0 r%llj FN . I I 1 3. MINIMUM PROPOSED PIPE DIAMETER FOR ALL PUBLIC STORM SEWER SHALL I I - BE 15". , I - . . 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. I "Aff 0912� fg�RRIGATE 0.5 ACRES OF GREEN I I I I & A,14WAf� N 9A ff� 9,Vffif§ CT@ tL I . I . I I . SPACE, THIS IS EQUIVALENT TO THE LANDSCAPING DEMAND NORTH OF THE r . � I . I I I I CROSS ROAD THROUGH THE DEVELOPMENT. FULL RAINWATER HARVESTING I I I . I � r DESIGN TO BE USED BY IRRIGATION DESIGNER DURING CONSTRUCTION, : � . � - ! UTILIZATION DETAILS SHOWN ON SHEET 24C. I I 11 . 6. EXISTING MANHOLE STRUCTURE A-41 TOP TO BE LOWERED TO 419.21 (PER � r, GENERAL NOTE: ---------,N I I GRADING PLAN ON SHEET 7D), AND TOP OF STRUCTURE TO BE OFFSET SO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT . THAT LID RESTS BETWEEN RAMP AND STEEL PLATE. 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 I I I I . . I . . I � . WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE I I I . I � ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN . I I I . L PI Ill MKIMPMAKIr.P WITH I Or.Al PF('1 I� ATIC)MR Amn mT)F.1� _j � I � I PROPOSED EASEMENT LEGEND si I - - - - SIGHT DISTANCE I - - - - - I STORM DRAIN 6HN 11 -_ --- - - I - -1 - - - --- SANITARY SEWER I- Tff - (16 - - - - - WATER _.P_ - - - - - -_ PUBLIC ACCESS I - - IE DI - - - - __ - - __ - - COMMON SHARED INGRESS -EGRESS _w - __ - - - PUBLIC UTILITY , - - - - - - - - - -_ __[ VARIABLE WIDTH S I 11 TOR MWATER FACILITY - -___--w I � I 1� � I = I , ,E-=Q-QMMD-wiwm4nmmm�,44MED-wzwt k 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 1A1UAA1Rnhhar)=nrdn,a,mrinfv - Q1 11_� I I I I LL.. I cl� UTILITY PLAN SHEET NUMBER: 0Q, D a ," �o - INV= 03.81 ,;, �a 8;,,, �4 F315P PROP. 8 X4 TEE s. � 0, , r ; \ a 1 6 GV ; FDC 1 4" V "X2" REDUCE _._. D .r 1 t I ro l RED E 1 X2 UC R S,„1 4 ( r 1 , C , _'s I a 1 c 0 LL _ a _ _ 1 a , 1 a ✓ 4w TMPRO , S STM , z . \% CO19+51)+ � o C 2�- 9 , :.. < a w 3 ,., . . 't ., 'ars _. + LA 52 DIP IL z 0 P 8 CLASS ,.r” , w °\ o 0 , - z 1 0 I P>I r� _a „ 1 ti L + O m 2 p 17 17 D 18 0 � 5�— 00 , ,� o 16 5D 15 P C � � , a L 19 29.E _ cn � —S -�- S SEE NO 5 o a r P 4 TE 0 .8X r ,Y' I � • r„t � M � \ ATCHLI�� H E E T 8� � oo�o-,= O uT.,. EET 8E, �i c . _ mF-rn�wa __ . ..-__ .. STM -�., \ , zw ,!,�� .. . ....... . ...... W _ n 3 R.ft 46 R �\ ROP. V t, o a TM �\ :I S �N U _ <FHu,o 6 STM , . j TM r < 0 122 1 r 1 6 G U 61 , 15” RCP «< ,� �z d �a. kI5'�.CMP 9 �_ ,.. < <_ r z T \ m .. a 3� S M M P CM , ",,15 R� ,� <..: C 15 MP -- _ 121 J 'ROP n Y . ..,. .,. , , , _.., ,...,...._„ , , �, '. ,tet K Q V ,. _ , .� z o 0 4 24 RCP -n ti \ _. _., .,� RCP , ,� � o , 2 < �' � w , - 4 , ✓ 405 m a - TM € , 0 n S 0 ,, .. � 15"CMP ._ MP , r GA> _ o 15 0 1 y .r ,ter; .�,ti.'4 36 �� r ry' ,3891850,n: Z �\ N� , a y, fE lij t R\ r, POP.: C<._ r z r� FD EASE s _ 1 \\ m wmC < , PROP— , , J, REST'" \ "�. m¢ v t. d __. A,Nr. DR G>~ , € , , , , H I � BLDG. p .. ... ,e EASEMENT s „ \ 5 , < , 43VN 88S S \ FF b PR �. ,..... � OP. GAS J < � w , e F 4. ,.. < . F _E 41 65 I C R, , MX .n ro \ .INV W N r i \\\\9 P , ROP. 4 .SAN LAT i^ 4 06.6 � _. _.>..... w i � < v G�1 as S 1. V 4 �\ Y o IN .08.00 4,_ o . PROP _ 5 W , L _ a, r ioom I _ «« 2 OM. W/ " � D L t` FIRE l o € w F�EM Is a _ , , , T11 1: W ,' ro 5 /M \.. ,� .. T w.. _ t I s p� 40 . ar r. INV=407.80-/, .. ,.._. ... __ E u <�iUIT�,. ,.5 u t, , q 2 6 OND S _zrrt' 0. — Ca , kd W PR F O D � OP. C „fA W , y z <, STM n O F „4R ..... .<G. ,.,. ., , F �q5n P cQ � _.. ..__ ., , \ tZoQ rf n �a , ZIMPROVEMENTS PROPOSED WITH 4 SAN LAT:�N 3891rS0 "ROAD IMPROVEMENT PLAN F FIFTH INV _410.Q0 _63 STREET STATION_ BENT CREEK C7 HDP ,r <, T12o P PARKWAY WITH .Wo O �t } .,J EMAR COUNTY AP L. N , ALB LEC FOR PROVA , PROP. AS , , r H < s � MIN METER \ . y, _ S M nn � al nr +nnn ■ 1RL a I JJ : in 1 1 II :" t "I :'-. , VVrL I.;, VV/IVI .'.\ v t 1 -'Al `wa REVISIONS - REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1!15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 I 1/29/16 AMENDMENTI! DRH 6 2112116 LETTER OF REVISION DRH 7 5/25/16 AMENDIVENT IN DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH nvr. G vvivl : q,:. -L. .. ...,. J IVI ��/ .,y., JIM ";,. .,, -. _.. o Imo_ /t' ,, -.,, A \\'�,,n - - `°. '. .r: +; , . - � u� r � C � `<. ,;, . ";; . '�'" ..: .:., ..,,,.. ~tet .,. ,,... A D•10�, L I �; I 1 STM � r \\ tJ V Q i 15" RCP <_ fi PROPOSED El ASE MENT LEGEND d — SIGHT DISTANCE f i STORM DRAIN SANITARY SEWER � WATER pIA —� — --�- --- ---- PUBLIC ACCESS I �; I 1 STM � r \\ tJ V Q i 15" RCP <_ fi PROPOSED El ASE MENT LEGEND SI — SIGHT DISTANCE I STORM DRAIN SANITARY SEWER DIM WATER pIA —� — --�- --- ---- PUBLIC ACCESS DI — COMMON SHARED IE DI. INGRESS -EGRESS PIU — PUBLIC UTILITY VA VARIABLE WIDTH S W — STORMW FACILITY ENR 1, SEE LINE TABLE ON SHEET 2B FOR PROPERTY LIME BEARINGS AND DISTANCES. 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING SANITARY AND STORM STRUCTURE INVERTS AND RIMS. 3. , MINIMUM PROPOSED PIPE DIAMETER FOR ALL PUBLIC STORM SEWER SHALL _ BE 1544 4. GAS SERVICE SHALL BE INSTALLED BYHAR TT ILLE I V� C LO ESV GAS. 5, EXISTING MANHOLE TOP 1 TO BE OFFSET SO THAT MANHOLE LID RESTSN Q BACK SIDE OF CURB. SHEET TITLE y , I I , - I € : . I I I , , I I , , I s ; , t 1 , 4 \ P € I 1 I TI , ( :. i t € t _ , € i , , TP , i 430 3 --�-- -, ---{-- ------r-- ; E ____--_--__ 430 I ' ; 3 , I ! , ; I t I , i i I j i :(. GR DE , A I , t , € , r , I PROP.GRADE 3 , , ! - , I t , , t ( , E , I t , I i I I i E I W- > E i i 0 o W/LSE TION l € U M I TO BEINSULA E I .. } , \ ; a 7 _ I 3 , I PROP. GRADE , 420 _ ------ ;- ' t - o r -�- _.__.__ _-____.__�_ __._,_ ___� �_ ___I_ _._._ -+__- q rn t 1 20 420 _.......,.,� ,__ _.... W/L SECTION TO BE INSULATED 3 , I l 3 3 I , BTM WTR 419.83' z a TOP STM 419.37 w n_ W/L SECTION TO E INSULATED > i BTM WTR 419.04 t c i Z CLEAR. 0.45 t BTM WTR 418.26 o — , I t, , rn i w€ s i PROP. LASS 2 N U \ PROP. CLASS 52 ! 8 C 5 _. W/L SECTION TO BE SULATED > TOP STM 418.54 , .,. O i T T 4 .7 0 OP STM 17 6 I __ DIP , W/L , DIP W/L B ! I 1 I0.50'1.. M I CLEAR: ! , s C , , CLEAR.. 0.50 I BTM WTR II I 415.41' I � , I ! , _ i TOP STM 414.85 , I € ; ; I t BTM WTR 414.3 CLEAR. 0.56 I , t t � ` E c� ( � TOP STM. 413.6 ' s € i , , i I Z I _ t , , CLEAR. 0.6 ( I j 1 x : i I i Q I I I I c� I i i , I _ , 3 410 co Y 410 - 410 ! I a .. � w : , I IsI1IIi,€ - IItiII XGRADE.__...._400___ _______._...._._- 1I{ ...-z- 400 400 Q I PROP. 98/ COMPAC`, f FILL J a II1 aI (SEE GEOTECH CAL , zwRE�ORT z �- , I ! 1 i I , I , I , > I ; I _ I ZI o I € a, k 3 , i 3 J 7 a i 3 3 I a 3 _ i W Q Lu I t t I , , a X t z ¢, Y W LL CO a CD [I , w Lu W V :. ...� W W t a 390 w a a zs 390 390 I o C7 CD C? E 3 C9 W C7 d w > € ¢ E > F z k O H a L-, z i c� z z z + z 1- I- w _ a , a a - _ I t _ a I W a E a W O U w w w Lu w _ w — t � n_ w X _ 1 X z O � I cn m Do w a w w o [K I O m w C3 z z w z 0 0 � o o , r w w w w w w w t - w w w CD w a w W C w J ZD x a w m W W W J Z - (n o rn W W W W W W W 3 W: W CA W a � I -r V m N m a M m W LL ¢ i I W - I- a- I- F-- H a - f- J - F- F-. I F-- a - F- I W of .-- f� M O N l!'J (D [ CO (O V N , M CO IIJ I N > GO V = CD V N N: (O CD cD cD cD c� o x c x n: cD cD x .- c� cD r- cD cD CD x x X x x a0 � ,fJ W X !� M d N O N f� 11 O N � d d _ (O X X O O X � N I O ° -�' x d' , > , _ _ _ _ + V H N M CO �YJ �- N ti CO '. O N � O W��, � N N M LfJ N to 0 1 t + 00 CO a0 CO � coO coO W OJ W CO{ : LL O w v O v v O O Fn W W m O O v W o o o w + , d V o + + > + + + - > > > N j a + ; > ,n t a a a a a { , ,.. W co oC w rn rn rn o LC I In Ll7 � � d Z tfJ r ttp'J d Z { � d r- , tpC) w � Z : : - � 1 w Z '"O w .. (D d � � N N N N � W t .- l(7 �- .- r � tfJ r � .- .- I � O Q � .-- `- •-- co d. Z O .- .- .- r- CO .- � I CO IIF -- 3[ E 4 I Tp If REV , I 3 I 1 BY PROP. GRADEI I PER COUNTY COMMENTS z a 8!27/15 FOR APPROVAL DRH W 10/1/15 ' in O 11/20/1 5 LETTER OFREVISION SION M U 1/29/16 ! 3 PROP. 8" CLASS 52 ' 6 ` 2/12/16 i i DIP W/L D I 5/25/16 AMENDMENT III DRH j _ -� AMENDMENT III FOR APPROVAL DRH I# 1 3 I 1 , I i I E X. GRADE , i \ PROP. 98% COMPACT FILL i SEE GEOTECHNICAL \ REPORT) 3 j Z 7 J CL ZD M 0 U i d w F- P T TO STM 410.79 CLEAR. 1.18 I W co I = EX. GRADE\ co Q j I Z 3 ¢ lL iI Z , -,. ( W w (( k W -. #. > O t p O U J J w > a H o W a LO m 2 i M M X 0 O UJ aD C0 e- X W 11 W F - cD i REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8!27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/1 5 LETTER OFREVISION SION DRH 5 1/29/16 AMENDMENT II DRH 6 ` 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH m IN 55+00 - 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62 50 63+00 63+50 64+00 64+50 10+00 10+50 11+00 EAPP�O=FORCafST PROJECT PROFILEPROPOSED WATERLINE B No.. V122001 PROFILE PROPOSED WATERLINE P�TJ1, L�Il`y DRAWN BY. JLPICBC I T SCALE 1 50 HOR ZON AL - CHECKED BY. DRH SCALE: 50'HORIZONTAL 1„_ 'V 5 ERTOIAL t�= � DATE: 1 5 VERTICAL 02/20/15 SCALE: AS NOTED CAD LD.: PW6 3 ,o I , fa N 3 , EX. GRADE { , I, , I � � , i t 1 , I z , i O I 0 I ; i € F z z € � z _ t a- , { Q I I x ILL]i I -.. .. � I I J I U \ � I 1 _ DANIEL RHI NES I 1 I I( € , - - J I { ii € i € CO w cn a V is ( U N 3 t , J z O fn a w w - i , Lu + W Li c. c. No. 04 17 > 3 8 ti a a 1 t , O z z ¢ z , , I o Z ; i Z i a - - ca cD o z 1 x a E I J W d 390 � , a U i a c 390 00 cs 3 a : a a E �' -� � 400 J , , 6/30/18 LU F_ W , I > w w , d , I , Q z > w 1 ca a z a + W ff W W a W t ' Z - Z t Z a Z Z + M w. W W - , W f f - M ( I z _ ; x , _ � U U U � � N i > C/) N X , I € ; a X x X X .` of -.. E 0 u { a w x a w , o w w a a a I II �. - o I W o 0 0 0 0 � � z z , w w LLf w ui ' I� � + w w w w w 191 Q, w o D o w w w Lu a a 1 a U Y” Z� Z> Z 'F- W W - w W -_. W a� �- W, F- W - W W I� H W W S W W m F- F- Q _ �i1 H Q W W I ,..... „ .,. J d- a w W H a U- H a J fn w 1- ; 1- a H F- f- a W ,fJ V) l2 I (n I`- L.l. UJ Cn J W Q W W W Q 3 Q Q Q 1 N { Ff- > > > m > > > CO 'S CO O aO I O W N N X CO V W N V V > (D V' d ! V V co a o 0 0 .- o v c� cD cD 7n^ N U` U` O O X X , X X X X X oD :.� � u� X X X X d { M o cfl i X X X o N w n n o a a v o O a d d o ti N x _ _ JA- - - - - - - - - - - - _ - - M - - - _ d _ � d d m li o d o d in d- a M _ C) M n n m - ,n m c u N r M M o N+ - v r m rn _ x rn M _ v a = > = I SHEET TITLE. C? C? I v Omvv O c0 O v v Om v Oo�cO cOmLl_. o�cn O Ococfl Oaod'v ma3coL� Oma' Omvv O U o0 �O °�Oco �O �O o�� �a a a a a ww a> +a a + +a+a a +a> +a> +a>+a +a> +a> + I, O N N M' M ' M ' M ' M O O O O O N M M M M �' V I z z z z M I }p r W Z Z d. d r d c- d e- e- `- d .- 11 a H W _ �- W r .F W r a- a --i a- �- a e- .- lZ a- �- n_ - t .2 O.. _ d - r- A I - •- a- a i WATT LI E H PROFILE + + + + + + + 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14+.00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SHEET NUMBER: NERAL NOTE: I TI N ASSOCIATED WITH THIS PROJECT PROFILE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICA 0 S ASS � }� y ''�j'}) ,j 9A IT IS THE RESPONSIBILITY OF THE ����®��� �'�y ���J����� �����J�,�E PR�j P�.E�}�� �j '�° �(}�� �y WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT C WITH THE DOCUMENTS RELATIVE TO NOTES. ENG CORD n _ THE SPECIFICATIQNS QR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONIBILITY TO NOTIFY THE PROJECT E FR QF RR . _ IN . F T SCALE: 60 HQRIZONTAI SI 1 WHORIZONTk r CT ENGIN _ER HALL ON I UTE RTF CTI FAILURE BY THE CONTRACTOR 70 NOTIFY THE RROJC E I S C ST � .. WRITING PRIOR TO THE STA 0 CONSTRUCTION FA LU „_ C' d, _. „_ , 1. ,ONTRACTOR �0 ENSURE ALL VALVES Afd[ FITTINGS LOCATED IN FILL AREA A — _ 4. ARE R�TRAINCIJ, ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 1 � VERTICAL 1 5 VERTICAL ' �. _ III :I I III I ... _ g 1 - DIP W/L E - wi BTM WTR 11. 8 , i \ i \ ZD M 0 U P T TO STM 410.79 CLEAR. 1.18 I I i I EX. GRADE\ j , -,. I i \ cD 3 BTM WTR 414.20 — _ • c� i _ X 3 TOP STM 413,26' ; ca a _ .. CLEAR: 0.94 , LE .400 _ ___ _____________.__________ � i / x __.___ 400 410 ,. -- _ 3 ___ ____ = d___________ _________________,____ � _ z ______ BTM WTR 411.47 _ _._ ____ 410 j U w N BTM WTR 412.35 ,_ ; x , I ii I mm j M i a l L t /+ ! NI � ¢ J W aCLEAR. IQ ( _ _ _ to M �� a O 0- ; t TOP STM 411.28' CLEAR.1.07' TOP STM 410.91 0.56' I , 3 ,o I , fa N 3 , EX. GRADE { , I, , I � � , i t 1 , I z , i O I 0 I ; i € F z z € � z _ t a- , { Q I I x ILL]i I -.. .. � I I J I U \ � I 1 _ DANIEL RHI NES I 1 I I( € , - - J I { ii € i € CO w cn a V is ( U N 3 t , J z O fn a w w - i , Lu + W Li c. c. No. 04 17 > 3 8 ti a a 1 t , O z z ¢ z , , I o Z ; i Z i a - - ca cD o z 1 x a E I J W d 390 � , a U i a c 390 00 cs 3 a : a a E �' -� � 400 J , , 6/30/18 LU F_ W , I > w w , d , I , Q z > w 1 ca a z a + W ff W W a W t ' Z - Z t Z a Z Z + M w. W W - , W f f - M ( I z _ ; x , _ � U U U � � N i > C/) N X , I € ; a X x X X .` of -.. E 0 u { a w x a w , o w w a a a I II �. - o I W o 0 0 0 0 � � z z , w w LLf w ui ' I� � + w w w w w 191 Q, w o D o w w w Lu a a 1 a U Y” Z� Z> Z 'F- W W - w W -_. W a� �- W, F- W - W W I� H W W S W W m F- F- Q _ �i1 H Q W W I ,..... „ .,. J d- a w W H a U- H a J fn w 1- ; 1- a H F- f- a W ,fJ V) l2 I (n I`- L.l. UJ Cn J W Q W W W Q 3 Q Q Q 1 N { Ff- > > > m > > > CO 'S CO O aO I O W N N X CO V W N V V > (D V' d ! V V co a o 0 0 .- o v c� cD cD 7n^ N U` U` O O X X , X X X X X oD :.� � u� X X X X d { M o cfl i X X X o N w n n o a a v o O a d d o ti N x _ _ JA- - - - - - - - - - - - _ - - M - - - _ d _ � d d m li o d o d in d- a M _ C) M n n m - ,n m c u N r M M o N+ - v r m rn _ x rn M _ v a = > = I SHEET TITLE. C? C? I v Omvv O c0 O v v Om v Oo�cO cOmLl_. o�cn O Ococfl Oaod'v ma3coL� Oma' Omvv O U o0 �O °�Oco �O �O o�� �a a a a a ww a> +a a + +a+a a +a> +a> +a>+a +a> +a> + I, O N N M' M ' M ' M ' M O O O O O N M M M M �' V I z z z z M I }p r W Z Z d. d r d c- d e- e- `- d .- 11 a H W _ �- W r .F W r a- a --i a- �- a e- .- lZ a- �- n_ - t .2 O.. _ d - r- A I - •- a- a i WATT LI E H PROFILE + + + + + + + 10 00 10 50 11 00 11 50 12 00 12 50 13 00 13 50 14+.00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SHEET NUMBER: NERAL NOTE: I TI N ASSOCIATED WITH THIS PROJECT PROFILE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICA 0 S ASS � }� y ''�j'}) ,j 9A IT IS THE RESPONSIBILITY OF THE ����®��� �'�y ���J����� �����J�,�E PR�j P�.E�}�� �j '�° �(}�� �y WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT C WITH THE DOCUMENTS RELATIVE TO NOTES. ENG CORD n _ THE SPECIFICATIQNS QR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONIBILITY TO NOTIFY THE PROJECT E FR QF RR . _ IN . F T SCALE: 60 HQRIZONTAI SI 1 WHORIZONTk r CT ENGIN _ER HALL ON I UTE RTF CTI FAILURE BY THE CONTRACTOR 70 NOTIFY THE RROJC E I S C ST � .. WRITING PRIOR TO THE STA 0 CONSTRUCTION FA LU „_ C' d, _. „_ , 1. ,ONTRACTOR �0 ENSURE ALL VALVES Afd[ FITTINGS LOCATED IN FILL AREA A — _ 4. ARE R�TRAINCIJ, ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 1 � VERTICAL 1 5 VERTICAL ' �. _ III :I I III I ... _ g ,1 i[iIIVI WIK 41l.by I / If - I 1 I V REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 - FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH MAPPROVED FOR „ { r. a, CONSTRUCTION P iOP. 98/COMPACT F LL CD SEE GEOTECHN IC 4L z i, i w _ s 3 REPO T) � z I ! ':.; PROJECT No.. V12Z001 . DRAWN BY. JLP/CBC I CHECKED BY, . _. P, I � D H 400 DATE. 02/20/15 I I�:. SCALE. ujLu r .. .. AS NOTED >r o ,, CAD I, D.; ? w r o � I ,,, PVV6 i C47 N 9 V NOTES: DANIEL R. Hiss 1, CONTRACTOR TOE - NSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. Lic. N 4 1 No. Q 3 76 6/30115 NAL SHEET TITLE: ®�.�.•... ..�. 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P,I � - OI SHEET N M6 , U C�, ■ 420 ■410 ■ 400 390 ■ 380 420 410 400 STM i t i £X 141 A 139 STM EX. GRADE STM I41 I PROP GRADE ! 16.44' - JiIVB TM 15" RCP= PROR GRADE @ 2.25%` , 15"RCP it 0 0 0 - ! 15" CMP � _ r n O @ 6.19%151 i m Lu + M g W p I ,E 0 O 0 u - 0- a- Frz z z EL = C7 m 420 420 r 410 4!v 400 400 10+00 10+50 PROP STM PROFILE _ (1-40 TO I-41 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL STM i t i £X GRADE 139 STMT 123 STM 151 I PROP. GRADE, 161 JiIVB TM 51.26'- 1.26'-15" PROR GRADE 143 144 i , 15"RCP 3 PROF.GRADE E ...... ................. ....... _.,... - ! 15" CMP 15" RCP 6.89 i @ 6.19%151 i m 15' CMP - i i I i RCP 0 O �n @ 4.02% CD o' 0 0 O ^ = C7 m o = c+> I I _ Q O + O O W �, cam'-. W L 0 �u �' coo. CD O 11 CjF- E �> > > + �- moo 1 .=_ moo U o �> S M N V O dz I M N CQ�M a�Z z 0 O vcv l 0� o �> > �>+»�0- a �z c,_ �z 1 + > > +cr 420 420 410 410 400 400 10+00 10+50 PROP STM PROFILE e (1111-39 TO 1-44 SCALE: V= 50 ' HORIZONTAL 1"= 5' VERTICAL EX GRADE SM STM 148 STM STMT 123 STM 151 _._ _ PROP. GRADE, 161 +... -._. _... -. 51.26'- 1.26'-15" PROR GRADE t 15” RCP - 15"RCP 10.66' ...... ................. ....... _.,... 151, 15" CMP I 15" CMP } 6.89 i GRADE i ' _ .. i m 15' CMP - i i I i o 0 O �n o CD o' 0 — r O ^ = Cb '-' = r C"j a v 0 I CD LD LC> O _ o rn Q O + O O W �, cam'-. W L 0 �u �' coo. CD O 11 CjF- E �> > > F- CD O o a vz z 0 �> a v0 Lu i H O O z z +o( W�9 o �z oa a �z a v0 ® 1 + 420 410 400 420 410 400 420 410 400 420 410 400 420 410 400 420 410 400 STM STM 124 STMT 123 STM - 146.__ _._ _ 137 __ .._..,.. 161 +... -._. _... -. 10.3l'- 0 3115 PROR GRADE 15" RCP 15” RCP - I 10.66' ...... ................. ....... _.,... 151, 15" CMP I 15" CMP FX, GRADE — 6.89 i GRADE i ' _ .. I I �0 o 15' CMP @ 4.69% i i I i ^ 0 O ^ _T o @ 1017 o' 0 VAULT B O ^ N 1 VN = r C"j a v 0 I a zz o d�> _ o rn - 0 0 v o W �, cam'-. �� 0 �u �' coo. CD 6J _ + E �> > > F- CD O LL' o z O G > O O Lu i H O O Q �- a > W�9 10+00 oa �Z 0 a v0 ® 1 + > > +cr o �aZz o a�z wQ 420 410 400 420 410 400 420 410 400 420 410 400 420 410 400 10+00 10+50 11+00 10+00 10+50 10+00 10+50 10+00 10+50 PROP STM PROFILE e (1=48 TO I=511) PROP OP STM PROFILE (VAULT B TO I— PROP OP STM PROFIL� �����1�JLT B TO 1-2,) PROP SIM PROFlj L ��Y �LlLi� �? �°9 SCALE: 1"= 50' HORIZONTAL SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 1"= 5' VERTICAL SCALE: 1"= 50' HORIZONTAL SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL i"= 5' VERTICAL __ _.----- .___--..._.._,....----- ...__.. _v _....--------------_ __.------------ ___._.. _---- _ --------- _--------- _.._.. _ __. ...._------ ' ! 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SLF1 18' RCP ? - ` ' I I i ........,_...-._„. ._...__ ._....... .............. _.__... ..._.,.,....,_....._..... �...._ ..,._..... .... .,-..._...,__._...,....., .. ....__ ...._...., ,.._...._. _. .. __,.. _.._...»""._-....,-.,,... ...,....,...._, ,.. .Q.„ ��. ..,..,.....____.. .....,.,,-....., .,,.._...,.._._._ ... .........._. _,., ......,,..,....... _....... ... I VAULT B , , 1 t } �......,_. t--. -..-.,_..._..... � �..- ...... l.._ } `82 81' - 24” RCP @ 0.54% f BTM STN 401.76' I TOP SA 402.59' ! CLEAR• 0.83' 61.001- \-24” RCP 61.00'- @ 2.13% 24' RCP a(71,88% i j I I { t 16.34'- I I 24" CMP 1 ( 1 @ 8.26% I I I I f f i ! i I i s I Cti- i j J CL! 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How M d <Y F M V F coO D p V VO O O O O H N O F O O J D z v o } co O ZZQI O Z_z_z0 pFZZ N Ovz_1-0 Q oQ m cti 0.0 z_p iri avz_z_O av 0 o ad'z=O ai dr�rz2 p aa0 o ��»>� o 0�JV»> i + �2»> N �' >;» + �> + + `' s>> + 0�»> + 0 "".'.> i + 0:2> j a> p — i ` cf> 0 , a�zzz a��zzz a�zz a�zzz az `2a ? a�zz ! �zzzI� a zz r �zzz zzz d 10+00 10+50 11+00 11+50 12+00 12+50 CENERAh Nt�T6 IT IS THE RESPONSIBILITY OE 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 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 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. e 13+00 13+50 14+00 14+50 15+00 15+50 PROPOSED STORM PROFILE _ (VAULT aB TO I-49 SCALE: 1'= 50' HORIZ0 NTAL 1"= 5' VERTICAL 16+00 16+50 17+00 17+50 18+00 18+50 NOTES: 1: STANDARD STEPS (ST -1) WILL BE REQ(jIRI~ D ON ALL STORM STRUCTURES WITH A DEPTH OF 4' OR GREATER, AND SAFETY SLABS (SL -1) WILL BE REQUIRED ON ALL STORM STRUCTURES WITH A DEPTH OF 12' OR GREATER IN ACCORDANCE WITH THE 2008 ROAD AND BRIDGE STANDARDS. 2. ALL INLETS SHALL HAVE INLET SHAPING, SEE SHEET 24A FOR DETAIL. 420 420 410 410 400 400 390 390 380 380 STM 150 STM STM 1 �— EX. GRADE 124 STMT 123 STM PROR GRADE 1 it 137 __ .._..,.. I � +... -._. _... -. 10.3l'- 0 3115 i 3 r -- 15" RCP 15” RCP - @ 4.33/° 10.66- 0.66 ...... ................. ....... _.,... 151, 15" CMP I 1 6 ° 4.0 ° FX, GRADE — VAULT B i GRADE i ' _ .. I I �0 o 2/12/16 — 1 - v O M i i I i ^ 0 O ^ _T o O � o a 6/30/16 v.o O ^ N 3 VN = r C"j a v 0 o a zz o d�> _ o rn 420 410 400 10+00 10+50 11+00 10+00 10+50 10+00 10+50 10+00 10+50 PROP STM PROFILE e (1=48 TO I=511) PROP OP STM PROFILE (VAULT B TO I— PROP OP STM PROFIL� �����1�JLT B TO 1-2,) PROP SIM PROFlj L ��Y �LlLi� �? �°9 SCALE: 1"= 50' HORIZONTAL SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 1"= 5' VERTICAL SCALE: 1"= 50' HORIZONTAL SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL i"= 5' VERTICAL __ _.----- .___--..._.._,....----- ...__.. _v _....--------------_ __.------------ ___._.. _---- _ --------- _--------- _.._.. _ __. ...._------ ' ! 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SLF1 18' RCP ? - ` ' I I i ........,_...-._„. ._...__ ._....... .............. _.__... ..._.,.,....,_....._..... �...._ ..,._..... .... .,-..._...,__._...,....., .. ....__ ...._...., ,.._...._. _. .. __,.. _.._...»""._-....,-.,,... ...,....,...._, ,.. .Q.„ ��. ..,..,.....____.. .....,.,,-....., .,,.._...,.._._._ ... .........._. _,., ......,,..,....... _....... ... I VAULT B , , 1 t } �......,_. t--. -..-.,_..._..... � �..- ...... l.._ } `82 81' - 24” RCP @ 0.54% f BTM STN 401.76' I TOP SA 402.59' ! CLEAR• 0.83' 61.001- \-24” RCP 61.00'- @ 2.13% 24' RCP a(71,88% i j I I { t 16.34'- I I 24" CMP 1 ( 1 @ 8.26% I I I I f f i ! i I i s I Cti- i j J CL! 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How M d <Y F M V F coO D p V VO O O O O H N O F O O J D z v o } co O ZZQI O Z_z_z0 pFZZ N Ovz_1-0 Q oQ m cti 0.0 z_p iri avz_z_O av 0 o ad'z=O ai dr�rz2 p aa0 o ��»>� o 0�JV»> i + �2»> N �' >;» + �> + + `' s>> + 0�»> + 0 "".'.> i + 0:2> j a> p — i ` cf> 0 , a�zzz a��zzz a�zz a�zzz az `2a ? a�zz ! �zzzI� a zz r �zzz zzz d 10+00 10+50 11+00 11+50 12+00 12+50 CENERAh Nt�T6 IT IS THE RESPONSIBILITY OE 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 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 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. e 13+00 13+50 14+00 14+50 15+00 15+50 PROPOSED STORM PROFILE _ (VAULT aB TO I-49 SCALE: 1'= 50' HORIZ0 NTAL 1"= 5' VERTICAL 16+00 16+50 17+00 17+50 18+00 18+50 NOTES: 1: STANDARD STEPS (ST -1) WILL BE REQ(jIRI~ D ON ALL STORM STRUCTURES WITH A DEPTH OF 4' OR GREATER, AND SAFETY SLABS (SL -1) WILL BE REQUIRED ON ALL STORM STRUCTURES WITH A DEPTH OF 12' OR GREATER IN ACCORDANCE WITH THE 2008 ROAD AND BRIDGE STANDARDS. 2. ALL INLETS SHALL HAVE INLET SHAPING, SEE SHEET 24A FOR DETAIL. 420 420 410 410 400 400 390 390 380 380 STM 150 STM I 1 1 .. __.... ._... ......._..,__.._._.._.._..Jip 1 �— EX. GRADE 147 c - STM PROP, GRADE PER COUNTY COMMENTS 137 __ .._..,.. 2 +... -._. _... -. 10.3l'- 0 3115 i 3 r -- W 15” RCP - 15"RCP DRH ...... ................. ....... _.,... .. . (Q 4.85% _.,..., ... .,....,.......j. I _......... _ ,...... ,.... ..... ....... ....... .. s i FX, GRADE — ............... . _ PROP _ . _. GRADE i ' _ .. PROP. SL -1 2/12/16 LETTER OF REVISION i i I i _ 0 O e o w0�Wao� 6/30/16 v.o O ^ N 3 �o = r F Q o _ o rn O o - � W �, cam'-. 0 �u �' coo. CD p v z' 0 o v0 + E �> > > 0 + zi> 0 > > > > z O G > LL O Q �- a > W�9 10+00 10+50 420 420 410 410 400 400 390 390 380 380 i 4 I ................. ..............�,.. ..----- ---_---_------ --------- ---- _„.. I 1 1 .. __.... ._... ......._..,__.._._.._.._..Jip 1 �— EX. GRADE STM d 1.2 c - STM 7/16115 PER COUNTY COMMENTS 137 __ .._..,.. 2 +... -._. _... -. 27.69'- DRH W 15” RCP - MINOR SITE PLAN AMENDMENT 1 DRH @ 4.33% J Q ~ w i -.... ------ ..,---- -_,.. I ............... . _ PROP _ . _. GRADE i ' _ .. PROP. SL -1 2/12/16 LETTER OF REVISION i i I i sw 5/25/16 e 0 O w0�Wao� 6/30/16 AMENDMENT III FOR APPROVAL DRH v �o = r F Of O O O _ -. O CO Ov W �, cam'-. coo. LT u z z 0 a vzco 1 a v0 L 0 > > > > z O G > LL O Q �- a > W�9 ® 10+00 10+50 420 420 410 410 400 400 390 390 380 380 f i STM STV 37 v37A 1 1 I� I i PROP GRADE I i _._._ _._.... _.. _.... _. fPRC7P. I _......- ,.,._ . ..... _. _ 10.50'- @ G 50'- @ 9.52% ' I i ......................-._..,., ,....._ .........__ i I I I _,.-.__-. 's Ch - _._...-__._.-.._._-.__- o� r- N o r m= N n U o 0 c' tt> o c7 0 = 0 0 m+ � •-oaC'' m o a�rzzz0 jo n- _00 O O.�i' > > > + E> > o a o z z z z o a �z z 10+00 10+50 REVISIONS REV DATE J c - 1 7/16115 PER COUNTY COMMENTS LL 2 1 8/27/15 FOR APPROVAL DRH W O z MINOR SITE PLAN AMENDMENT 1 DRH 4 J Q ~ w DRH 5 1/29/16 pQzIYQ > W= Opts.. wz Kw 6 2/12/16 LETTER OF REVISION p� C0 1- � -J sw 5/25/16 J DRH w0�Wao� 6/30/16 AMENDMENT III FOR APPROVAL DRH Wc�4 �o F Lu P4 L z O LL O Q �- a > W�9 ® Q Q W O Oz0z> wQ m} z O X �mz¢z m w O JOzw zJ c�Q�UU o®oo® _< =N w� O 5 Z r� � G s (�, ON j I //- � .� F' •i 6 Z 0 REVISIONS REV DATE COMMENT BY 1 7/16115 PER COUNTY COMMENTS DRH 2 1 8/27/15 FOR APPROVAL DRH 3 1011/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT 11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS OR ANY PERSON PREPARING TO DISTURB THE EARTHS SURFACE ANYWHERE !N THE STATE, (INVIRGINIA MARYLAND. A.ND D-1 AWARE 511) (VW 1 800 245-48431 00 (PA i 8 24271770 (VA, 9-8pG-552-`l(701) (HID 1 fiUO ?.ir7777j IqE 1-8p0-?87.-Ft5557 420 j ,�RRRO' EDTFR SON N 410 111 400 1 390 380 1 PROP STM PROFILE (IO TO 147) PROP STM PROFILE ;142 TO 137, PROP STM PROE, PROILE (137A TO i 31 SCALE 1"= 0' HGR ZONTAL SCALE 1- 50' HORIZONTASCALE: I _ 50'HORIZONTAL V= 5' VERTICAL I`= 5'VERTICAL 1 5' VERTICAL PROJECT: I ECT. MINOR I SITE PLAN AMENJLlM NT 111 — 5TH STREET STATI' ! iNI_FT S,1APINC i1SY C_; FlEi ) A A Cl.,RB (DY 37HERS) 00 �tNMK�� NVIC! 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 NG 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 I HE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN PULL CoMPdRIVANCE WITH LoOl Wrilt-iATIQNr AND CObrIq 0 T` I N SHA N E: T r, A 0- OTHERS) S0P--3_' PVC CC_'JPUN'1' ��AS,'_ N70 �`R�-CAST ROX WAIA, BY ArAFRICAST ;CRJP_7 PIPE L0Cf%TI0N VARIES) 4- . ..... .... - -- -_- __-- (By CTHFRF,, Ga J VIEW TREE rFRMAE & SPA -E CAST IN OP A R, CLEANIOLT t V - CAST It, TOP TO P S I Aff,w3 i NIERLOC'�INC JOINT ( YP)j C "4 PLANN AS 6,)PP LE -D CAI 7F- 01 S`IOWN r ANGLE f`,IOSING FCR '­) CURB AND (3LITIEP q DOW LI -EARS 12" 0.c_ LINDCPDRA[;N STONE PIR'VIDED EY -WEP;0AST 'FRFORA-TO k11JL'_'H PROVIU-_0 BY AV_`_R[�;A. S: UND-RDRAIN SI/STEIM 3Y AMERICASF R -TER MEDIA PROVICE-D BY 1f7 DN A _T AIF GUIt F1 DESIGNA,'ION W Q -1y qiz�_ I P E 1 6 x 6 0' 4-" SD.R-, 35 M/C W1001 CATIONS OF DRMNIN-,S ARE ONLY' PERN111771ED BY WRF-1EN AVIT-1,01RIZAPON Frr�QM 'ILIERRA lu-SAWHNJG AVAILABLE It, !-IF RMAI, ATE r..- .......... ... ....... .. . PRECAST FILTERRAO UNIT TU�l A dij SANDARD CONFIGURATION S PIA1 6,277,27A 11 P 2= In A-�kw AND 51,-69,:521 1 L L,_ H. ............. . . . ...... ........ . T A N4 R 7 L D r 4 LI R T 7 T 49 Z 7-T7 77 4 F� 7 Z, P LAJN V I E'O� SDR_'Tl PN VC COUP� IG _ET PIPE it^^..:a INTO PRECAST Box WAI 4 PIPE LOCA:i ON VARHFS) ,OUTLE Ci_,_ANOJT P -ANT AS SUPPLIED ay ccv--','-,, BY AMFRICAS- THEE FRAME & CPATE CAST IN 1i F (N DT q GA[VAN17Fn HOWN CAST IN TOP SLAR 70F SLAD FOR CLARITY; ANGLE I -OP SLAB /CIj?B AND OUTTER NJTERLOCKINC JOINT (TYP) (BY 0-1-IFIRS) g eAf STIP R FT -------- ------ -- . . . . ....... ..... ... ..... . . . . . ...... ......... ... F, A', tR. ALAI j�' P i�- TaIDIe 1:, Fifterra ......... . ..... j, V DOWEL BARS L�jjd-Atlanfic RegigD- vQ 3j 6 ---- - -- --- --- --- - - --------------------------------- ----­--------­-- ­­­- -- ----- -- ---- --- -- - ---- ----- -------- ------- >t 4 2, P 4 12' O.C, _qwArri Contributing Drainage Area Outlet Pipe (feet) (acres) where C = 0.85 C -o' 711_ERyFD,A PROVIDED trP tf,-:I 0.20 C SDR -35 PVC 9Y AMITRICAST . ......... . PERFOWL�TSD VULICH PROVE)ED 9Y A M E I ICA'S'r --uNDFRDRA1 - 1N SYS -FM 4" SDR 35 PVC / BY AMERICAS7 UNDER, AIN STONE FROVIDED BY A Y, ER CAST - 4' SDR -35 PVC 6x10 or 10x6 SEC -!ON A -A 6" SOR-35 PVC TREE 3 RATE OUTLET DESiGIIJATON W QTYa 7F PIPF ........... ... 6 4 3X3 SrR-3,5 Pv, 8 4 j sr)'R .75 -VIC 8 X 6s fl (1' 4wA �_35 ;,-r 10 X G, (1), 4x4 F" P%"c 12 x 4 4. 0�1 (2) 4' SCR 35 PVCI. 12 x U 2 1 6'_0" I (2) 4x4 6" SOR-35 P11/c 13 x 7 13�-(,` 0' 12) 4x, 4- 6' �,Vcl MOI)*ICARONS OF )RAWINGH ARE ONLY PERMIRED IBY WRI7EN AUTHORIZATION FROM. FIjERRA AVA;LARLE IN FIF �:Jff _1117&MI, 0.34 t o, 0.4 5 DA7E 09 C4 0 DWG: FTNW- 3 Standjrd 6x6 0.46 to 0.50 4`81DR-35 PVC _A ` D R 16 PRECAST FILTERRAO UNIT 6x8 or 8x6 or 4x12 or I 2x4 0,551 to 0.67 4' SDR -35 PVC 6X10 or 110X6 NARROW WIDTH CONFIGURATION UE, 61' SDR ..35 PNX AND 6565,321 00 �tNMK�� NVIC! 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 NG 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 I HE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN PULL CoMPdRIVANCE WITH LoOl Wrilt-iATIQNr AND CObrIq 0 T` I N SHA N E: T r, A 0- OTHERS) S0P--3_' PVC CC_'JPUN'1' ��AS,'_ N70 �`R�-CAST ROX WAIA, BY ArAFRICAST ;CRJP_7 PIPE L0Cf%TI0N VARIES) 4- . ..... .... - -- -_- __-- (By CTHFRF,, Ga J VIEW TREE rFRMAE & SPA -E CAST IN OP A R, CLEANIOLT t V - CAST It, TOP TO P S I Aff,w3 i NIERLOC'�INC JOINT ( YP)j C "4 PLANN AS 6,)PP LE -D CAI 7F- 01 S`IOWN r ANGLE f`,IOSING FCR '­) CURB AND (3LITIEP q DOW LI -EARS 12" 0.c_ LINDCPDRA[;N STONE PIR'VIDED EY -WEP;0AST 'FRFORA-TO k11JL'_'H PROVIU-_0 BY AV_`_R[�;A. S: UND-RDRAIN SI/STEIM 3Y AMERICASF R -TER MEDIA PROVICE-D BY 1f7 DN A _T AIF GUIt F1 DESIGNA,'ION W Q -1y qiz�_ I P E 1 6 x 6 0' 4-" SD.R-, 35 M/C W1001 CATIONS OF DRMNIN-,S ARE ONLY' PERN111771ED BY WRF-1EN AVIT-1,01RIZAPON Frr�QM 'ILIERRA lu-SAWHNJG AVAILABLE It, !-IF RMAI, ATE r..- .......... ... ....... .. . PRECAST FILTERRAO UNIT TU�l A dij SANDARD CONFIGURATION S PIA1 6,277,27A 11 P 2= In A-�kw AND 51,-69,:521 1 L L,_ H. ............. . . . ...... ........ . T A N4 R 7 L D r 4 LI R T 7 T 49 Z 7-T7 77 4 F� 7 Z, %� o", m o t ------- -------- - --------- ­- --------- _ET PIPE T 4 6.-0` ay UNIT TO BE SET PLUMB AND LEVEL B, 'E" D k`H't - - ----- - ----- IN, r _-_------- -_ _ - 1 6" F�V�_ 6'-O g eAf A, -------- ------ -- . . . . ....... ..... ... ..... . . . . . ...... ......... ... F, A', tR. ALAI j�' P i�- TaIDIe 1:, Fifterra ......... . ..... j, V 0.85 L�jjd-Atlanfic RegigD- vQ 3j 6 ---- - -- --- --- --- - - --------------------------------- ----­--------­-- ­­­- -- ----- -- ---- --- -- - ---- ----- -------- ------- Recommended r 4 2, P Available Filterrall Box Sizes _qwArri Contributing Drainage Area Outlet Pipe (feet) (acres) where C = 0.85 C -o' 4x6 or 6x4 trP tf,-:I 0.20 C SDR -35 PVC 4x8 or 8Y4 0.20 W 0,26 4' SDR -35 PVC Standard 6x6 0.27 to 0.29 4" SDR 35 PVC 6Y,8 or 8x6 or 4x12 or 12x;4 0.30 to 0.39 4' SDR -35 PVC 6x10 or 10x6 0.40 to 0.49 6" SOR-35 PVC 6x12 or 12x.8 0.50 to 0.59 61' SDR; .35 PVC 7x13 or 13x7 t 0.60 to 0.74 6" SOR-35 PVC .......... Available Filterra'�', Box Sizes Recommended al, Outlet Pipe 8 x 4 Contributing Drainage Area 6._0„ (feet) (acres) where C = 0.50 C, 4x6 or 6x4 up to 0.33 4SDR 35 PVC 4x8 or 8x4 0.34 t o, 0.4 5 4" SDR .35 PVC Standjrd 6x6 0.46 to 0.50 4`81DR-35 PVC C, D 8" SDR -35 PVC 6x8 or 8x6 or 4x12 or I 2x4 0,551 to 0.67 4' SDR -35 PVC 6X10 or 110X6 0.68, to, 0.83 61' SDR ..35 PNX 6x.12 or 12x6 0.84 to, 11.00 61' 3DR-35 PVC 0.27 0.85 6 x 6 7x13 or i 3x7 1.01 to 1.27 6"SOR-35 PVC Notes: 0.46 0.85 1. All boxes are a standard 3.5 feet depth (INV to TC) I FTIB-C 2. A standard SDR 35 PVC pipe coupling is cast into the wall f1, easy conTeefion to disr-harpe alrain 3. Dimensions shown are iriternal. Please add Vto each exterrial (,Usjrj,,-4 6'A?alls) 12 x 6 4. In litre with TR,55 daW ff_-�r Commercial DeA4elopmenia, a minjr-num (runofficoeffirAerit) C ravtor o! 0.86 is recortrnended. For Residential De oprnents,u,.<)l C factors less than 0.5 requif-_ individual sAe review by Filterra. 10X6 8 5. Please ask for Si2,jrigrables fo, other target treatment goals, e.g. 0.3 in/hr j 415.57 6. TMs sizing table is valid for VA (treating 90% crf annual rurioff) and 4yppcal for the FOA-Allartfir region. 10x6 8 Standard FT 00 �tNMK�� NVIC! 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 NG 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 I HE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN PULL CoMPdRIVANCE WITH LoOl Wrilt-iATIQNr AND CObrIq 0 T` I N SHA N E: T r, A 0- OTHERS) S0P--3_' PVC CC_'JPUN'1' ��AS,'_ N70 �`R�-CAST ROX WAIA, BY ArAFRICAST ;CRJP_7 PIPE L0Cf%TI0N VARIES) 4- . ..... .... - -- -_- __-- (By CTHFRF,, Ga J VIEW TREE rFRMAE & SPA -E CAST IN OP A R, CLEANIOLT t V - CAST It, TOP TO P S I Aff,w3 i NIERLOC'�INC JOINT ( YP)j C "4 PLANN AS 6,)PP LE -D CAI 7F- 01 S`IOWN r ANGLE f`,IOSING FCR '­) CURB AND (3LITIEP q DOW LI -EARS 12" 0.c_ LINDCPDRA[;N STONE PIR'VIDED EY -WEP;0AST 'FRFORA-TO k11JL'_'H PROVIU-_0 BY AV_`_R[�;A. S: UND-RDRAIN SI/STEIM 3Y AMERICASF R -TER MEDIA PROVICE-D BY 1f7 DN A _T AIF GUIt F1 DESIGNA,'ION W Q -1y qiz�_ I P E 1 6 x 6 0' 4-" SD.R-, 35 M/C W1001 CATIONS OF DRMNIN-,S ARE ONLY' PERN111771ED BY WRF-1EN AVIT-1,01RIZAPON Frr�QM 'ILIERRA lu-SAWHNJG AVAILABLE It, !-IF RMAI, ATE r..- .......... ... ....... .. . PRECAST FILTERRAO UNIT TU�l A dij SANDARD CONFIGURATION S PIA1 6,277,27A 11 P 2= In A-�kw AND 51,-69,:521 1 L L,_ H. ............. . . . ...... ........ . T A N4 R 7 L D r 4 LI R T 7 T 49 Z 7-T7 77 4 F� 7 Z, r6' Tof ----------------------- 9 --------------- r__ -4- - A I A IT INLET CQUPUNG� 1A)UAfIVN I D PLAN VI,W TREE FRAME & GRATE CLEANOUT COVER SPLA$H CAST IN TOP SLAB CAST IN TOP SLAB BLOCKS PVC PIPE (BY t PLANT AS SUPPLIED BY CONTECH CONTPACTOR) (NOT SHOWN FOR CLARfTY) ENGINEERED MEDIA >Z PROVIDED BY > CONTECH MULCH PROVIDED 5Y CONTECH PVC PIPE PERFORATED UNDERDRAIN FfY CONTECH� (BY CONTRACTOR) UNDERDRAIN STONE PROVIDED BY CONTECH- SC(,-_- 100 A -A DESIGNATION L W ------- -------- - --------- ­- --------- _ET PIPE 7 4 6.-0` 4r -0t" UNIT TO BE SET PLUMB AND LEVEL B, 'E" D k`H't - - ----- - ----- 6 X r _-_------- -_ _ - 1 6" F�V�_ 6'-O . A, -------- ------ -- . . . . ....... ..... ... ..... . . . . . ...... ......... ... F, C, j�' P i�- 8" SDR -35 PVC ......... . ..... j, V 0.85 13 x 7 6 ---- - -- --- --- --- - - --------------------------------- ----­--------­-- ­­­- -- ----- -- ---- --- -- - ---- ----- -------- ------- B, 4 2, P D ,7 8 x ti Standard FT C -o' A, B, v, C iristN T E H FILTERRA 8" 'SDR -35 PVC R97� Ski C INTERNAL BYPASS CURB 101-011 61-0O WITH JUNCTION CHAMBER B, r, D 8" SDR -35 PVC 12 x 4 12'-0 I r6' Tof ----------------------- 9 --------------- r__ -4- - A I A IT INLET CQUPUNG� 1A)UAfIVN I D PLAN VI,W TREE FRAME & GRATE CLEANOUT COVER SPLA$H CAST IN TOP SLAB CAST IN TOP SLAB BLOCKS PVC PIPE (BY t PLANT AS SUPPLIED BY CONTECH CONTPACTOR) (NOT SHOWN FOR CLARfTY) ENGINEERED MEDIA >Z PROVIDED BY > CONTECH MULCH PROVIDED 5Y CONTECH PVC PIPE PERFORATED UNDERDRAIN FfY CONTECH� (BY CONTRACTOR) UNDERDRAIN STONE PROVIDED BY CONTECH- SC(,-_- 100 A -A DESIGNATION L W 10 ATI ONS _ET PIPE 6 x 4 6.-0` 4r -0t" _t A, B, C, D 8" SDR -35 PV0, 6 X 6 6'-O 61_o A, 5, C, D 8" SDR -35 PVC 0.74 0.85 13 x 7 6 A, B, C, D 8" SDR 35 PVC 8 x 6 Standard FT C -o' A, B, C, D 8" 'SDR -35 PVC 10 x 6 101-011 61-0O A, B, r, D 8" SDR -35 PVC 12 x 4 12'-0 I 4'-O` 8 Standard FT 419.00 D-14 PVC 0.85 8 x 4 12'-0" 6._0„ A, 6, C, D 8' St)R-35 PVC 13x 7 13'-0' 7'-0" A, B,, C, D 8" SDR -35 PVC INTERNAL PtPINC MAY VARY DEPENDING UPON INFLUENT LOCATION SIZES SHOWN ARE FOP THE MID ATLANTIC AND MAY VARY ACROSS THE COUNTRY Aft TECH' PRECAST FILTERRAO UNIT ENC71NEERED SOLUTIONS I.I.C INTERNAL BYPASS - PIPE %0AFW,C0I1taCI1E8.00r0 STANDARDW 9025 Ceitre Po,nte Or. Suite 400. went Ctegter , Oft 46089 7 -----T777,i _ENO 17F Tm,,-, F:T7 E, 5777777 800-'3-1n- 1122 1 `,-i�AF,700ri �03-f-�45-790 FAX -'17-'14 LOWSPLITTER WEIR ELEV (SEE TABLE) OUTGOING PIPE INCOMING PIPE TO SANDFILTER TO FLOWSPLITTER MANHOLE (SEE TABLE FOR \_BYPASS PIPE CONTINUATION) (SEE PROFILE FOR CONTINUATION) FLOWSPLITTER MANHOLE SECTION NOT TO SCALE FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE INFLOW PIP PRE-TREATMENT L 2' WN I �, - NOTES: 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. ID CMP (SAND FILTER BAFFLE-\ FLrLEANOUT FILTER 2" WASHED--, L FABRIC It GRAVEL \ SAND FILTER BED --CLEARVVELL T -O" -DEWATERING VALVE `24" -SAND '--12" WASHED \-2' GRAVEL ­ �ILTER GRAVEL SUBBASE FABRIC \_6" PERFORATED PVC PIPE W/ CLEANOUTS TYPICAL SAND FILTER DETAIL SCALE: 1"=10' FILTEX'D\\IRA SUMMAR Y TA]DDLE ALL PIPE Structure INCOMING PIPE TO 601, LD. FLOWSPLITTER LOWSPLITTER Inlet Opening MANHOLE MANHOLE A-44 0.56 LOWSPLITTER 12 x 6 WEIR (SEE TABLE OUTGOING PIPE FOR TOP ELEV) TO SANDFILTER 0.23 (SEE TABLE FOR i BYPASS PIPE CONTINUATION) (SEE PROFILE FOR 417.83 CONTINUATION) FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE INFLOW PIP PRE-TREATMENT L 2' WN I �, - NOTES: 1. SEE DETAILS PROVIDED BY THE MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. ID CMP (SAND FILTER BAFFLE-\ FLrLEANOUT FILTER 2" WASHED--, L FABRIC It GRAVEL \ SAND FILTER BED --CLEARVVELL T -O" -DEWATERING VALVE `24" -SAND '--12" WASHED \-2' GRAVEL ­ �ILTER GRAVEL SUBBASE FABRIC \_6" PERFORATED PVC PIPE W/ CLEANOUTS TYPICAL SAND FILTER DETAIL SCALE: 1"=10' FILTEX'D\\IRA SUMMAR Y TA]DDLE ALL PIPE Structure D.A. (Ac.) C Value I F_ Dimensions (ft.) Inlet Opening TypeInvert BLit A-44 0.56 0.85 12 x 6 8 FTIB-C 415.25 A-47 0.23 0.85 8 x 4 4 FTIB-C 417.83 D-9 0.74 0.85 13 x 7 8 FTIB-C 414.74 VIf D -1 0A 0.70 0,85 13 x 7 8 Standard FT 4 12, 60 D -10B 0,71 0,85 13 x 7 8-1 Standard FT 412.60 D-1 1A 0.38 0,85 8 x 6 4 Standard FT 415.65 D -1 3A 0.74 0.85 13 x 7 8 Standard FT 419.00 D-14 0.26 0.85 8 x 4 4 FTIB-C 417.00 D-1 5 0.47 0.85 12 x 6 8 FT: 415.32 D-18 0.55 0.85 12 x 6 8 FT 18-C 413.90 D-19 0.16 0.85 6 x 4 4 FTI B -,C 415,50 D-21 0.27 0.85 6 x 6 4 FIB-C 417.20 D-22 0.46 0.85 10x6 8 I FTIB-C 1 416,50 D -23A 0.56 0.85 12 x 6 8 Standard FT 419.64 D -24A 0.42 0.85 10X6 8 Standard F"T j 415.57 D -24B 0.40 0.85 10x6 8 Standard FT 415,06 D -2 8A 0.30 0,85 3 x 6 4 FTIB-C 414.35 D -29A 0.22 0.85 6 x, 6 4 FTIB-C 41535 D -30B 0.74 0.85 13 x 7 8 FTIB-C 418.80 D-33 0.25 0.85 8 x 4 8 FTIB-C 413.85 D-36 0.55 0.85 12 x6 8 FTI B -C 417.45 I -SA 0.12 0.35 6 x 4 4 FTIB-C 408.00 1-13 0.62 0.85 13 x 7 8 FTIB-C 405.60 1-14 0.21 0,85 6 x 4 4 FTI I B -C 408.00 1-16A 026 0,85 8x 4 4 Standard FT 412.25 1-16B 0.21 0.85 8 x 4 4 Standard FT 412.30 1-20 0.32 0.85 8 x 6 4 FTI B -C 412.00 1-22 0.74 0.85 13 x 7 8 FTI B -C 408,00 1-24 0.45 0.85 10X6 a I FTIB-C 410.50 1-29 0,39 0,85 10 X 6 8 FT! B -C 410.82 1-31 0.74 0.85 13 x 7 8 FTIB-C 410.50 1-41 0.29 0.85 8 x 4 4 FTIB-C I 409.70 1-42 0.69 0.85 13 x 7 8 1 F -'T I B - C 409.20 1-46 0,51 0,85 '10 X 6 8 FTI B -C 407,70 1-4.9 0.37 0.85 I IOX6O FT -C 411 1.60 1-50 0,10 In'. 8 5 6 x 4 4. FTIB-C 411,00 1-51 0.36 0.85 6 x 6 4 I FTIB-C 407.510 Total 16.05 S1FILTER PIPSDESIGN I AND"' Sand Filter Structure Impervious Imp Area (Ac.) Invert Sand Filter Bed (ft.) I -e -a ir�wie_i I (ft.) Pipe I Tota' Length Vault Bottom Weir Elev at Upper Upper Lower Upper Lower Dia Length Slope ID 8 54 X 8 409.00 404.20 1 $and Filter 7 M Structure 41 1 1-33 SF -6 406.50 404.80 15" 13.69 12.42% 4 0 0, � 00 Sand Filter 8 SF -6 0.92 10 35 3 8 48 i x 404.20 411 406,00 .>I`IG CISTERN 404.20 404.10 151. 10.00 1. 0 0 11Xt 62 �70 8 1-37A SF -7 407,00 406.75 151, 10.75 2.33% 38 SF -7 X 8 415-90 409.30 Sand Filter 11 1,14 1.14 400.00 407.50 15 SF -7 1-36 400,00 399,90 1 r11 'y 650 1.54% 1.07 1.07 11 1-18 SF -8 410.10 410,00 15" 11.07 0.90% 400.80 Sand Filter 13 SF -8 1.01 10 39 3 8 52 X 406.00 413.50 401.25 SF -8 1_ 1 ',7 406.00 405,00 5" 13.30 ' 7 .52%° D -27A SF -9 414.00 413.90 15" 7,19 1.39% SF -9 < cL Q Q < < 409.30 416.80 SF --9 D-26 409.30 409.20 151, 5,00 2.00% D -30A SF -10 416.00 415.90 15" 6.92 1.45% SF -10 rf) O Z 409.30 416,80 SF -10 D-29 409.30 409,00 151, 35,69 0,84% D-32 SF -11 417.25 417.15 15" 8.00 1.25% SF -11 < 410.40 417.90 S-11 F I D-31 41CIA( , 1 410.25 -Z 9.00 .87% 1-43 SF -12 407.65 407.55 15" 7.50 1.33% SF -12 ,n 0 400.80 408.30 SF -12 1-38 400.80 400.70 151, 6,50 1,54% 1-26 SF -13 403.80 403.70 15" 8.60 1,16% SF -13 401.25 408.75 SF -13 1-25 -29% SAND FILTER SUMMARY TAS LE REVISIONS Drainage D (Ac.) Area Impervious Imp Area (Ac.) Pre Treatment (ft.) Sand Filter Bed (ft.) I -e -a ir�wie_i I (ft.) Pipe I Tota' Length DRH Total Width InVL. In Inv. Out Sand Filter 6 1.06 1.06 10 41 3 8 54 X 8 409.00 404.20 1 $and Filter 7 M 1,09 41 1 42 11 All C ) 63 X 1(", 406.7 1-) 4 0 0, � 00 Sand Filter 8 0.92 0.92 10 35 3 8 48 i x 8 1 410,00 406,00 Sand Filter 9 1,21 1,21 13 46 3 8 62 X 8 4 413.90 409,30 Sand Filter 10 1.24 1.24 12 48 38 63 X 8 415-90 409.30 Sand Filter 11 1,14 1.14 11 44 15 8 58 X 8 4117,15 1 410.440 Sand Filter 12 1.07 1.07 11 41 3 8 55 X 8 407.55 400.80 Sand Filter 13 1.01 1.01 10 39 3 8 52 X 8 403.70 401.25 _-Total J8.74 8.174 =Z0 LL LLI ow < Z < Z REVISIONS REV DATE COMMENT LL 1 7/16i1 5 PER COUNTY COMMENTS DRH 2 W4 oz DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 < < d- ffi 11/20/15 LETTER OF REVISION DRH 5 < E, DRH Z 2112/16 LETTER OF REVISION -(DQa -(D I - Z Z Z < LLI 'b 5/25/16 AMENDMENT III DRH 8 1 Ld LU J 0 FEE DRH < R 11101111111 41 0 0 i_- <0y 0 02 Cr CL W LL, 4� 40 < < < Q- INP; 0 20 M Z Z =Z0 LL LLI ow < Z < Z 0 = UJ < cL Q Q < < CC o rf) O Z < <: -Z ,n 0 4 J REVISIONS REV DATE COMMENT By 1 7/16i1 5 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1 11/29/16 I AMENDMENT!! DRH 6 2112/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 1 5/30/16 1 AMENDMENTIII I FOR APPROVAL DRH THE IFOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, NlARYLAND, AND Dr-LAVVARE. 8'11) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-257-7777) (DE 1-800-282-8555) j APPROVED FOR CONSTRUCTION r'PROJECT No,: V122001 DRAWN Y: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED N -CAD I. D.: ST6 PROJECT. MINOR SITE PLAN AME NDM;NT IIS - FOR ST11 STREET STATION OVERALL, P P1 Xzi JE, IIT I LOCATION Or, SFIFE NORTH OF 1-64 BEIr'WEEN 5TH STREET AND AVON STREET EXTENDED SCOT TSMILE MAGISTERIAL ALBEMARLE COUNTY, VA r 94 B 0 H L _jE:1j R EN GIN E E RX N 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 ITRUCTUTIRE 110 CCYMPUl"A" Nzi, SHEET NUMBER: G- Inlet DA C I Q Qb Qt S SX T W FOR APPROVAL Sw 3 Eo a S'w Se Lt L Bypass ow SagInlets OnlyRemarks AMENDMENT II No. Type Lengthrain LETTER OF REVISION Runoffnten 7 ncr. arty ccum. utter ross` Spreadutter DRH F utter w pp. r © = a = x Comp. peci m�v~i�LLa i d Ts a v Area Coeff- -sity Flow -over Flow Slope Slope On Width / Cross / 9C-8) (12W) + S'w Length -fied / Eff. Int'x ypasse ept myz0W / spread z ~ LL LU ¢ O J H pp� m W icient Flow �MZ¢z U)QOfUU �m Grade T Slope SX (Eo) (9C-17) Length Lt 9C-18) Flow Flow IL h In Sag �o (ft) (acres) z (in/hr) (cfs) (cfs) (cfs) (%) (%) (ft) (ft) (% (in) (%) (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) , z 1-04 DI -36 4 0.12 0.85 6.70 0.68 0.68 1.20 2.50 3.00 2.00 0.67 8.30 3.32 0.99 3.39 14.13 16.43 5.0 4 0.80 0.95 .... 0.16 On Grade 1-03 DI -36 4 0.12 0.85 6.70 0.68 0.68 1.10 2.50 3.08 2.00 0.65 8.30 3.32 0.98 3.39 14.13 16.39 4.9 4 0.82 0.96 .... 0.15 On Grade 1-20 Filterra 8 0.46 0.85 6.70 2.62 2.62 2.53 . 2.00 8.30 3.28 1.00 8 0.23 0.46 0.50 4.49 In Sag 1-16 DI -3C 6 0.46 0.85 6.70 2.62 2.62 4.64 2.00 8.30 1.79 1.00 6 0.19 0.46 0.41 2.45 In Sag 1-13 Filterra 12 0.74 0.85 6.70 4.21 4.21 2.29 2.00 8.30 3.62 1.00 12 0.31 0.46 0.68 8.40 In Sag 1-14 Filterra 4 0.12 0.85 6.70 0.68 0.68 1.94 2.00 8.30 4.28 1.00 4 0.15 0.46 0.33 1.78 _ In Sag 1-22 Filterra 12 0.74 0.85 6.70 4.21 4.21 2.23 2.00 8.30 3.72 1.00 12 0.31 0.46 0.68 8.40 In Sag 1-46 Filterra 8 0.35 0.85 6.70 1.99 1.99 3.73 2.00 8.30 2.23 1.00 8 0.23 0.46 0.50 3.73 In Sag 1-24 Filterra 8 0.47 0.85 6.70 2.68 2.68 2.71 2.00 8.30 3.06 1.00 8 0.23 0.46 0.50182 4.43 In Sag 1-50 Filterra 4 0.14 0.85 6.70 0.80 0.80 3.35 2.00 8.30 2.48 1.00 4 0.13 0.46 0.28 1.51 In Sag 1-41 Filterra 4 0.24 0.85 6.70 1.37 1.37 1.46 ' 2.00 8.30 5.68 1.00 4 0.15 0.46 0.33 1.78 In Sag 1-44 DI -3C 12 1.07 0.85 6.70 6.09 6.09 4.79 2.00 8.30 1.73 1.00 12 0.20 0.46 0.44 2.80 In Sag 1-42 Filterra 12 0.72 0.85 6.70 4.10 4.10 2.21 2.00 8.30 3.76 1.00 12 0.31 0.46 0.68 8.44 In Sag 1-35 DI -3C 4 0.54 0.85 6.70 3.08 3.08 5.39 2.00 8.30 1.54 1.00 4 2.44 0.46 5.32 3.45 In Sag 1-28 DI -3C 4 0.25 0.85 6.70 1.42 1.42 5.01 2.00 8.30 1.66 1.00 4 0.10 0.46 0.22 1.25_ _ In Sag 1-29 Filterra 8 0.39 0.85 6.70 2.22 _ 2.22 _ 2.41 2.00 8.30 3.44 1.00 8 0.20 0.46 0.44 3.60 In Sag 1-31 Filterra 12 0.74 0.85 6.70 4.21 4.21 2.75 2.00 8.30 3.02 1.00 12 0.31 0.46 0.68 7.26 In Sag 1-49 Filterra 4 0.28 0.85 6.70 1.59 1.59 2.00 2.00 8.30 4.15 1.00 4 0.26 0.46 0.56 6.69 In Sag 1-40 r DI- .Cub 3C 6 0.06 0.85 6.70 0.33 0.33 1.80 2.00 8.30 4.61 1.00 6 0.25_ 0.46 0.55 3.78 In Sag D-23 Curb DI -3C 6 0.21 0.85 6.70 1.20 1.20 1.11 2.00 8.30 7.48 1.00 4 0.22 0.46 0.48 6.48 In Sag D-13 Curb DI -3C 6 0.74 0.85 6,70 4.21 4.21 2.04 2.00 8.30 4.07 1.00 8 0.31 0.46 0.68 9.36 In Sag D-11 Curb DI -3C 6 0.38 0.85 6.70 3.30 3.30 3.41 2.00 8.30 2.43 1.00 4 0.42 0.46 0.92 9.55 In Sag D-10 Curb DI -3C 8 0.71 0.85 6.70 6.66 6.66 3.32 2.00 8.30 2.5 1.00 8 0.43 0.5 0.94 9.86 In Sag D-3 Curb DI -3B 4 0.07 0.75 6.70 0.35 0.35 2.19 2.00 8.30 3.79 1.00 4 0.11 0.5 0.22 1.14 1n Sag D-1 Curb DI4AA 4 0.2 0.65 6.70 0.87 0.87 2.15 2.00 8.30 3.86 1.00 4 0.14 0.5 0.31 2.35 In Sag D-6 Curb DI -3C 6 0.2 0.9 6.70 1.21 1.21 2.08 2.00 8.30 3.99 1.00 6 0.17 0.5 0.37 1.99 In Sag D-5 Curb DI-3CC 8 0.96 0.7 6.70 4.50 4.50 2.08 2.00 8.30 3.99 1.00 8 0.32 0.5 0.70 9.69 In Sag D-4 Curb DI-3BB 6 0.68 0.6 6.70 2.73 2.73 2.08 2.00 8.30 3.99 1.00 6 0.28 0.5 0.61 7.63 In Sag D-7 Curb DI -3B 4 0.08 0.9 6.70 0.48 0.48 2.08 2.00 8.30 3.99 1.00 4 0.09 0.5 0.20 1.07 In Sag D-24 Curb Dl -3C 8 0.78 0.85 6.70 4.44 4.44 1.63 _ 2.00 8.30 5.09 1.00 4 0.32 0.5 0.70 3.24 In Sag (with Flanking Filterras) D-9 Filterra 12 0.74 0.85 6.70 421 4.21 2.3 2 14.5 2.00 0.14 8.30 4.15 0.51 3.5 14.63 9.46 14.60 8 0.55 0.76 - 1.83 On Grade D-15 Filterra 8 0.48 0.85 6.70 2.73 2.73 1.21 2.00 8.30 6.86 1.00 8 0.24 0.5 0.52 7.72 In Sag D-22 Filterra 8 0.55 0.85 6.70 3.13 3.13 2.55 2.00 8.30 3.25 1.00 8 0.26 0.5 0.57 2.35 In Sag D-21 Filterra 4 0.27 0.85 6.70 1.54 1.54 2.34 2.00 8.30 3.55 1.00 8 0.31 0.5 0.73 1.85 _ In Sag D-14 Filterra 4 0.3 0.85 6.70 1.71 1.71 3.31 2.00 8.30 2.51 1.00 6 0.21 0.5 0.46 3.27 In Sag D-19 Filterra 4 0.16 0.85 6.70 0.91 0.91 0.69 2.00 8.30 12 1.00 4 0.18 0.5 _0.39 3.86 In Sag D-1 8 Filterra 8 _ 0.55 0.85 6.70 _ 3.13 3.13 1.89 _ 2.00 8.30 4.39 1.00 8 0.26 0.5 0.57 6.79 In Sag D-33 Filterra 8 0.5 0.85 6.70 2.85 2.85 _ 2.14_ _ 2.00 8.30 3.88 1.00 _ 8 _ 0.24 _ _0.5 0.52 5.59 In Sag D -29A Filterra 4 0.3 0.85 6.70 1.71 1.71 _ 1.02. 2.00 8.30 8.14 1.00 6 _ _ 0.21 _ 0.5 0.46 6.2 In Sag D-36 Filterra 8 0.55 0.85 6.70 3.18 3.13 1 0.95 13.4 2.00 0.11 8.30 8.74 1.00 3.8 15.68 16.63 9.99 8 0.80 0.95 - 1.89 On Grade A40 Curb DI -3C 6 0.05 0.85 6.70 0.28 6.49 2.00 2.00 8.30 1 1.00 6 0.255 0.5 0.56 2.74 In Sag A42 Curb DI -3C 6 0.76 0.85 6.70 4.33 0.11 4.44 2.00 2.00 8.30 4.15 1.00 6 0.465 0.5 1.01 6.39 In Sag A47 I Curb DI -3C 6 0.3 0.85 6.70 1.71 1.71 2.00 2.00 8.30 4.15 1.00 6 0.265 0.5 0.58 7.61 In Sag GENERAL NOTE: -11 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 WfTH LOCAI REGULATIONS AND CODES. J REVISIONS REV DATE COMMENT BY Z 7/16/15 PER COUNTY COMMENTS DRH 2 L FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT W J Oz 11/20/15 v DRH 5 ¢¢CL >2 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 �j DRH 8H '�>Dd gZC70 AMENDMENT III FOR APPROVAL DRH F LLjOZW_3¢p a ~ J r © W y m�v~i�LLa F a v R w p a LL O ¢ } ¢a 5 x z 0 oN we. U MCL O � J 0ZpZ> myz0W z ~ LL LU ¢ O J H pp� m W �MZ¢z U)QOfUU �m TT W IL �o z z n W <1Z n hw J x O -W 43 ^~ o > z LL REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8H 6/30/16 AMENDMENT III FOR APPROVAL 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: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I. D.: DL6 PROJECT: SINCE PLAN AME DME T SII FOR 5TH[ STREET TATION OVERT PHASE 11 1.0C TION 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 2C WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEnaineerina.com TH 0 DANIEL R. HINES .p Lic. No. 043176 �O ,p 6/30/16 ��ONAL SHEET TITLE: Q� IC(I)IMP TATIONSI SHEET NUMBER: 12C STRUCTURE DRAINAGE AREA (ACRES) RUN-OFFINLET COEF. "CA" TIME RAIN FALL RUNOFF "Q" INVERT ELEVATIONS LENGTH SLOPE MANNING'S "n" VALUE DIAMETER CAPACITY VELOCITY FLOW TIME 0.08 C093 Trench 0.00 0.90 0.00 Bldg 900 C059 0.08 From To .. .. A .. .. C Increment Accumulated Min. In./Hr. C.F.S. Upper End Lower End Feet Feet/Feet C056 Inches C.F.S. F.P.S. Seconds Bldg. d 9 4 A CO 0 0 .14 0.90 0.13 .1 0 3 5.00 6.70 0.84 418.50 418.30 8.17 0.0245 0.024 8 1.02 3.25 2.51 C040A C040 0.00 0.90 0.00 0.13 5.04 6.69 0.84 418.20 417.80 60.08 0.0067 0.024 12 1.57 2.03 29.54 C040 C039 0,00 0.90 0.00 0.25 5.53 6.57 1.66 417.70 417.10 54.92 0.0109 0.024 12 2.01 2.85 19.26 C039 C038 0.00 0.90 0.00 0.38 5.86 6.49 2.46 417.00 416.75 10.64 0.0235 0.024 12 2.95 4.18 2.54 C038 C037 0.00 0.90 0.00 0.38 5.90 6.48 2.45 416.65 414.75 86.07 0.0221 0.024 12 2.86 4.08 21.09 C037 D27A 0.00 0.90 0.00 0.38 6.25 6.40 2.42 414.65 414.10 15.97 0.0344 0.024 12 3.57 4.88 3.27 Bldg 500 C040 0.14 0.90 0.13 0.13 11.00 5.26 0.66 418.00 417.80 5.17 0.0245 0.024 8 1.02 3.10 2.64 Bldg 500 C039 0.14 0.90 0.13 0.13 13.00 4.78 0.60 417.50 417.10 8.17 0.0490 0.024 8 1.44 3.91 2.09 Bldg 400 C033 0.16 0.90 0.14 0.14 5.00 6.70 0.96 417.80 417.50 11.02 0.0272 0.024 8 1.08 3.47 3.17 C033 C032 0.00 0.90 0.00 0.14 5.05 6.69 0.96 417.40 417.35 27.00 0.0019 0.024 12 0.83 1.06 25.58 C032 C031 0.00 0.90 0.00 0.29 5.48 6.58 1.90 417.25 416.90 32.00 0.0109 0.024 12 2.01 2.91 10.99 C031 C030 0.00 0.90 0.00 0.43 5.66 6.54 2.83 416.80 415.85 38.00 0.0250 0.024 12 3.05 4.40 8.63 C030 D27A 0.00 0.90 0.00 0.72 5.81 6.51 4.68 415.75 414.10 23.76 0.0694 0.024 12 5.08 7.31 3.25 Bldg 400 C035 0.16 0.90 0.14 0.14 5.00 6.70 0.96 417.80 417.65 4.00 0.0375 0.024 8 1.26 3.96 1.01 C035 C034 0.00 0.90 0.00 0.14 5.02 6.70 0.96 417.55 417.25 18.00 0.0167 0.024 12 2.49 2.93 6.15 C034 3CO31 0.00 0.90 0.00 0.14 5.12 6.67 0.96 417.15 416.90 24.96 0.0100 0.024 12 1.93 2.41 10.35 Bldg 4 B dg 00 C032 0.16 0.90 0.14. 0.14 5.00 6.70 . 0 96 17. 4 80 417. 11.2 35 0 4 0 0 08 0 0 24 8 1. 2 3 4. 09 2.69 Bldg 400 C031 0.16 0.90 0.14 0.14 5.00_ 6.70 0.96 417.80 416.90 _ 11.02_ 0.0817 0.024 8 1.86 5.34 2.06 Bldg 400 C030 0.16 0.90 0.14 0.14 5.00 6.70 0.96 417.80 415.85 11.02 0.1770 0.024 8 2.74 7.09 1.55 Bldg 300 C062 0.23 0.90 0.19 0.19 5.00 6.70 1.27 419.60 419.45 10.96 0.0137 0.012 - 8 1.53 4.86 2.25 C062 C061 0.00 0.90 0.00 0.19 5.04 6.69 1.27 419.35 418.85 43.00 0.0116 0.01 2 8 1.41 4 .56 4 9.43 C061 C060 0.00 0.90 0.00 0.38 5.19 6.65 2.53 418.75 A 17.10 40.00 0.0412 0.012 8 2.65 8.64 4.63 C060 D -30C 0.00 0.90 0.00 0.57 5.27 6.63 3.78 417.00 416.65 31.87 0.0110 0.012 12 4.04 5.84 5.46 Bldg 300 C063 0.23 0.90 0.19 0.19 5.00 6.70 1.27 419.50 419.20 10.96 0.0274 0.012 8 2.16 6.38 1.72 C063 D -30C 0.00 0.90 0.00 -0.19 5.03 6.69 1.27 419.10 417.50 65.13 0.0246 0.012 8 2.05 6.13 10.62 Bldg 300 C061 0.23 0.90 0.19 0.19. 5.00. ... - 6.7 0 1 27 41 .3 9 0 419.00 10.96 0.0274 0.012 8 2.16 6.38 1.72 Bldg 300 C060 0.23 0.90 0.19 0.19 5.00 6.70 1.27 419.30 419.00 10.96 0.0274 0.012 8 2.16 6.38 1.72 Bldg 300 __ D 30C 0.23 0.90.. _ 0.19. 0.19. 5.00 6.70 1.27 - 419.30 _ 1 10. 4 9 00 96 0. 74 02 0 0 12 8 2.16 6.38 1.72 Bldg 200 C070 0.21 0.90 0.19 0.19 5.00 6.70 1.27 421.67 421.50 9.93 0.0171 0.012 8 1.71 5.35 1.86 C070 C069 0.00 0.90 0.00 0.19 5.03 6.69 1.26 421.40 420.90 30.89 0.0162 0.012 8 1.66 5.20 5.93 C069 C068 0.00 0.90 0.00 0.38 5.13 6.67 2.52 420.80 420.50 50.81 0.0059 0.012 12 2.96 4.22 12.04 C068 C067 0.00 0.90 0.00 0.57 5.33 6.62 3.75 420.40 419.90 39.93 0.0125 0.012 12 4.31 6.18 6.46 C067 C032A 0.00 0.90 0.00 0.76 _- 5.44 6.59 4. 99 41 8.50 417.80 38 06 0.0184 0 0 12 12 5 .22 7. 7 5 5. 03 C032A _ D 32 0,00 0.90 0.00 0.76 5.52. 6.57 4.97 417.70 417.30 61.74 0.0065 0.013 1 5 .1 5 9 4. 2 8 12. 82 Bldg 300 C066 0.19 0.90 0.17 0.17 5.00 6.70 1.15 418.70 418.60 3.50 0.0286 0.012 8 2.21 6.32 0.55 C066 C065 0.00 0.90 0.00 0.17 5.01 6.70 1.15 418.50 418.20 _ 35.00 0.0086 0.012 8 1.21 3.93 8.91 C065 C064 0.00 0.90 0.00 0.36 5.16 6.66 2.40 418.10 417.55 13.56 4 0 0 06 1 0 0 2 8 2.63 8.52 1.59 C064 D-32 0.00 0.90 0.00 0.36 5.18 6.66 2.40 417.45 417.30 17.54 0.0086 0.012 12 .3.56 4.86 3.61 Bldg 200 C073 0.02 0.90 0.02 0.02 5.00 6.70 0.12 424.65 424.56 16.67 0.0050 0.012 4 0.14 1.84 9.04 C073 C072 0.00 0.90 0.00 0.02 5.15 6.66 0.12 424.46 424.16 61.13 0.0050 0.012 4 0.15 1.85 33.06 C072 C071 0.00 0.90 0.00 0.04 5.70 6.53 0.24 424.06 423.93 24.83 0.0050 0.012 6 0.43 2.21 11.22 C071 A-29 0.00 0.90 0.00 0.05 5.89 6.49 0.35 423.83 423.28 111.63 0.0050 0.012 6 0.43 2.42 46"04 Bldg 200 C072 0.02 0.90 0.02 0.02 5.00 6.70 0.12 424.24 424.16 16.67 0.0050 0.012 4 0.14 1.84 9.04 Bldg 200 C071 0.02 0.90 0.02 0.02 5.00 6.70 0.12 424.02 423.93 16.67 0.0050 0.012 4 0.14 1.84 9.04 Bldg 200 C069 0.21 0.90 0.19 0.19 5.00 6.70 1.27 421.67 420.70 9.47 0.1024 0.012 8 4.18 10.23 0.93 Bldg 200 C068 0.21 0.90 0.19 0.19 5.00 6.70 1.27 420.67 419.80 9.47 0.0919 0.012 8 3.95 9.96 0.95 Bldg 200 C067 0.21 0.90 0.19 0.19 5.00 6.70 1.27 420.67 419.00 10.25 0.1629 0.012 8 5.27 12.13 0.85 Bldg 200 C065 0.21 0.90 0.19. 0.19 _ 5.00 _ 6..70 1 7 2 418.25 418.00 3.50 0.0714 0.012 8 3.49 9 .01 0.39 Bldg 1200 C082 0.04 0.90 0.04 0.04 5.00 6.70 0.24 418.50 417.90 31.33 0.0192 0.012 4 0.28 3.64 8.61 C082 C081 0.00 0.90 0.00 0.04 5.14 6.67 0.24 417.80 417.15 37.04 0.0175 0.012 4 0.27 3.50 10.57 C081 C080 0.00 0.90 0.00 0.07 5.32 6.62 0.48 417.10 416.80 24.00 0.0125 0.012 6 0.68 3.70 6.49 C080 1-32 0.00 0.90 0.00 0.14 5.43 6.60 0.95 416.70 416.40 20.30 0.0148 0.012 8 1.59 4.69 4.33 Bldg 1200 C083 0.04 0.90 0.04 0.04 5.00 6.70 0.24 418.50 417.90 27.00 0.0222 0.012 4 0.31 3.87 6.98 C083 C080 0.00 0.90 0.00 0.04 5.12 6.67 0.24 417.80 417.20 24.67 0.0243 0.012 4 0.32 4.01 6.15 Bldg 1200 C081 0.04 0.90 0.04 0.04 5.00 6.70 0.24 418.50 417.90 27.00 0.0222 0.012 4 0.31 3.87 6.98 Bldg 1200 C080 0.04 0.90 0.04 0.04 5.00 6.70 0.24 418.50 417.90 27.00 0.0222 0.012 4 0.31 3.87 6.98 Bldg 1200 C048 0.01 0.90 0.01 0.01 5.00 6.70 0.06 418.50 417:90 27.00 0.0222 0.012 4 0.31 2.72 9.93 C048 C047 0.00 0.90 0.00 0.01 5.17 6.66 0.06 418.50 417.90 27.00 0.0222 0.012 4 0.31 2.72 9.93 C047 C046 0.00 0.90 0.00 0.01 5.33 6.62 0.06 418.50 417.90 27.00 0.0222 0.012 4 0.31 2.62 10.32 Bldg 1200 C049 0.01 0.90 0.01 0.01 5.00 6.70 0.06 418,50 417.90 27.00 0.0222 0.012 4 0.31 2.72 9.93 C049 C047 0.00 0.90 - 0.00 0.01 5.17 6.66 0.06 418.50 417.90 27.00 0.0222 0.012 4 0.31 2.72 9.93 Bldg 1200 A-47 - _ 0.01 0.90 0.01 0.01 5.00 6.70 0.06 417,60 417.40 20.73 0.0096 0.012 4 0.20 1,97 10.50 Bldg 1000 C086 0.05 0.90 0.04 0.04 5.00 6.70 0.77 418.00 417.40 27.83 0.0216 0.012 4 0.30 3.90 7.13 C086 C085 0.00 0.90 _ 0.00 0.04 5.12 6.67 0.27 417.30 416.85 21.33 0.0211 0.012 4 0.30 3.86 5.53 C085 C084 0.00 0.90 0.00 0.08 5.21 6.65 0.54 416.75 416.30 21.33 0.0211 0.012 6 0.88 4.69 4.55 C084 1-28 0.00 0,90 0.00 0,12 5.29 6.63 0.81 416.20 415.35 36,72 0.0231 0.012 6 0.92 5.28 6.95 Bldg 1000 C085 _ _ 0.05 0.90 0.04 0.04 5.00 6.70 0.27 418.00 416.85 28.00 0.0411 0.012 4 _ 0.42 5.05 5.55 Bldg 1000 C084 0.05 0.90 0.04 0.04 5.00 6.70 0.27 418.00 416.30 28.00 0.0607 0.012 4 0.51 5.88 4.76 Bldg 1000 C087 0.05 0.90 0.04 0.04 5.00 6.70 0.27 418.00 417.10 28.00 0.0321 0.012 4 0.37 4.57 6.13 C087 C084 0.00 0.90 0.00 0.04 5.10 6.68 0.27 417.00 416.30 21.33 0.0328 0.012 4 0.37 4.61 4.62 Bldg 1100 C0105 0.04 0.90 0.03 0.03 5.00 6.70 0.22 421.50 421.30 15.00 0.0133 0.012 4 0.24 3.08 4.87 C0105 C0104 0.00 0.90 _ 0.00 0.03 5.08 6.68 0.22 421.30 420.85 23.33 0.0193 0.012 4 0.28 3.60 6.48 C0104 C0103 0.00 0.90 0.00 0.07 5.19 6.65 0.44 420.85 420.50 23.66 0.0148 0.012 6 0.74 3.87 6.11 C0103 C0102 0.00 0.90 0.00 0.10 5.29 6.63 0.66 420.50 420.15 23,33 0.0150 0.012 8 1.60 4.32 5.40 C0102 C0101 0.00 0.90 0.00 0.13 5.38 8.61 0.88 420.15 419.75 23.33 0.0171 0,012 8 1.71 4.89 4.77 C0101 D-23 0.00 0.90 0.00 0.17 5.46 6.59 1.10 419.75 419.40 35.18 0.0099 0.012 8 1.30 4.18 8.43 Bldg 1100 C0104 0.04 0.90 0.03 0.03 0.00 7.90 0.26 421.50 420.85 15.00 0.0433 0.012 4 0.43 5.12 2.93 Bldg 1100 C0103 0.04 0.90 0.03 0.03 0.00 7.90 0.26 421.50 420.50 14.83 0.0674 0.012 4 0.53 5.99 2.47 Bldg 1100 C0102 0.04 0.90 0.03 0.03 0.00 7.90 0.26 421.50 420.15 14.83 0.0910 0.012 4 0.62 6.69 2.22 Bldg 1100 C0101 0.04 0.90 0.03 0.03 0.00 7.90 0.26 421.50 419.75 14.83 0.1180 0.012 4 0.70 7.46 1.99 Bldg 1900 C054 0.08 0.90 0.07 0.07 5.00 6.70 0.46 414.00 413.95 7.00 0.0071 0.012 8 1.10 2.98 2.35 C054 C053 0.00 0.90 0.00 0.07 5.04 6.69 0.46 413.85 413.65 31.66 0.0063 0.012 8 1.04 2.86 11.05 C053 C052 0.00 0.90 0.00 0.14 5.22 6.65 0.92 413.55 413.10 34.52 0.0130 0.012 8 1.49 4.47 7.73 C052 C051 0.00 0.90 0.00 0.21 5.35 6.62 1.37 413.00 412.60 24.75 0.0162 0.012 8 1.66 5.29 4.68 C051 C050A 0.00 0.90 0.00 0.21 5.43 6.60 1.36 412:50 411.90 43.26 0.0139 0.012 8 154 4.96 8.73 C050A C050 0.00 0.90 0.00 0.21 5.58 6.38 1.32 411.80 411.60 19.86 0.0101 0.012 12 3.87 4.44 4.47 C050 C050B 0.00 0.90 0.00 0.29 5.65 6.37 1.83 411.55 411.30 17.31 0,0144 0.012 12 4,63 5.45 3.18 C050B 1-19 0.00 0.90 0.00 0.29 5.70 6.36 1.83 411.20 410.75 38.40 0.0117 0.012 12 4.17 5.12 7.50 Bldg 1900 C053 0.08 0.90 0.07 0.07 5.00 6.70 0.46 414.00 413.65 7.00 0.0500 0.012 8 2.92 5.99 1.17 Bldg 1900 C062 0.04 0.90 0.03 0.03 5.00 6,70 0.23 414.00 413.05 20.75 0.0458 0.012 8 2.79 4.62 4.49 Bldg 1900 C052 0.04 0.90 0.03 0.03 5.00 6.70 0.23 414.00 412.60 14.46 0.0968 0.012 8 4.06 6.25 2.31 Bldg 2000 C091 0.09 0.90 0.08 0.08 5.00 6.70 0.54 414.50 414.45 4.50 0.0111 0.012 6 0.64 3.64 1.24 C091 C092 0.00 0.90 0.00 0.08 5.02 6.70 0.54 414.40 412.55 21.98 0.0842 0.012 6 1.76 7.86 2.79 C092 Trench 0.00 0.90 0.00 0.16 5.07 6.68 1.08 412.50 411.90 7.85 0.0764 0.012 6 1.67 9.03 0.87 Trench C050 0.04 0.90 0.04 0.20 5.08 6.68 1.32 411.80 411.60 15.14 0.0132 0.012 8 1.50 4.84 3.13 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 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 ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN Bldg 2000 I C092 I 0.09 I 0.90 0.08 Bldg 2000 C090 0.09 0.90 0.08 C090 1-19 0.00 0.90 0.00 Bldg 2000 C093 0.09 0.90 0.08 C093 Trench 0.00 0.90 0.00 Bldg 900 C059 0.08 0.90 0.07 C059 C057 0.00 0.90 0.00 C057 C056 0.00 0.90 0.00 C056 C055 0.00 0.90 0.00 C055 1-19 0.00 .0.90 0.00 Bldg 900 C053 0.03 0.90 0,03 C058 C057 0.00 0.90 0.00 Bldg 900 C058 0.03 0.90 0.03 Bldg 900 C056 0.08 0.90 0.07 Bldg 900 C059 0.08 0.90 0.07 Bldg 2100 1-18 0.04 0.90 0.04 Bldg 2200 C046 0.08 0.90 0.07 C046 C045 0.00 0.90 0.00 C045 C044 0.00 0.90 0.00 C044 C043 0.00 0.90 0.00 C043 1-33 0.00 0.90 0.00 Bldg 1300 C091 0.07 0.90 0.06 C091 C090 0.00 0.90 0.00 C090 1-41 A 0.00 0.90 0.00 Bldg1300 C090 0.07 0. 0 9 0.06 Bldg 800 C042 0.11 0.90 0.10 C042 C041 0.00 0.90 0.00 C041 C043 0.00 0.90 0.00 Bid 800 9 C041 0.19 0.90 0.17 Bldg 800 C043 0.19 0.90 0.17 Bldg 700 C044 0.46 0.90 0.41 Bldg 2200 C045 0.08 0.90 0.07 Bldg 1700 CO26 0.06 0.90 0.05 CO26 CO25 0.00 0.90 0.00 CO25 CO24 0.00 0.90 0.00 CO24 CO23 0.00 0.90 0.00 CO23 CO22 0.00 0.90 0.00 CO22 1-37A 0.00 0.90 0.00 Bldg 1500 DRN A 0.19 0.90 0.17 DRN A DRN B 0.00 0.90 0.00 DRN B CO27 0.00 0.90 0.00 CO27 CO22 0.00 0.90 0.00 Bldg 1700 CO25 0.06 0.90 0.05 Bldg 1500 CO24 0.19 0.90 0.17 Bldg 1500 DRN A 0.19 0.90 0.17 Bldg 1500 DRN B 0.19 0.90 0.17 Bldg 1600 CO27 0.07 0.90 0.06 Bldg 1600 CO22 0.18 0.90 0.16 CO22 CO23 0.00 0.90 0.00 Bldg 1400 CO29 0.16 0.90 0.14 CO29 CO28 0.00 0.90 0.00 CO28 1-40 0.00 0.90 0.00 Bldq 1400 CO28 0.16 0.90 0.14 0.08 I 0.00 I 7.90 0.08 5.00 6.70 0.08 5.00 6.70 0.08 5.00 6.70 0.08 5.02 6.70 0.07 5.00 6.70 0.14 5.03 6.69 0.20 5.04 6.69 0.27 5.10 6.68 0.27 5.18 6.66 0.03 5.00 6.70 0.05 5.09 6.68 0.03 5.00 6.70 0.07 5.00 6.70 0.07 5.00 6.70 0.04 5.00 6.70 0.07 5.00 6.70 0.07 5.19 6.65 0.14 5.48 6.58 0.56 5.64 6.55 1.00 5.84 5.29 0.06 5.00 5.37 0.06 5.04 5.36 0.13 5.28 5.34 0.06 5.00 5.37 0.10 5.00 5.37 0.10 5.26 5.34 0.27 5.88 6.49 0.17 5.00 6.70 0.17 5.00 6.70 0.41 5.00 6.70 0.07 5.00 6.70 0.05 5.00 6.70 0.05 5.01 6.70 0.11 5.76 6.52 0.28 5.87 6.49 0.28 5.99 6.46 0.86 6.14 6.43 0.17 5.00 6.70 0.34 5.17 6.66 0.51 5.28 6.63 0.58 5.38 6.61 0.05 5.00 6.70 0.17 5.00 6.70 0.17 5.00 6.70 0.17 5.00 6.70 0.06 5.00 6.70 0.16 5.00 6.70 0.16 5.08 6.68 0.14 5.00 6.70 0,14 5.01 6.70 0.29 5.32 6.62 0.14 5.00 6.70 0.64 413.00 412.55 I 4.50 I 0.1000 I 0.012 I 6 1 1.91 I 8.57 I 0.52 0.54 415.80 415.70 8.50 0.0118 0.012 6 0.66 3.72 2.29 0.54 415.60 415.10 37.60 0.0133 0.012 6 0.70 3.92 9.58 0.54 412.15 412.10 4. 50 . 111 0 0 0.012 6 0.64 3.64 1.24 0.54 412.05 411.90 12.80 0.0117 0.012 6 0.66 3.71 3.45 0.49 417.00 416.70 8.67 0.0346 0.012 8 2.43 5.40 1.61 0.97 416.60 416.20 8.00 0.0500 0.012 8 2.92 7.35 1.09 1.32 416.10 413.80 32.00 0.0719 0.012 8 3.50 9.26 3.46 1.80 413.70 412.25 36.83 0.0394 0.012 12 7.64 7.82 4.71 1.79 412.15 410.75 32.44 0.0432 0.012 12 8.00 8.19 3.96 0.17 417.00 416.50 18.98 0.0263 0.012 8 2,12 3.50 5.42 0.35 416.40 416.20 9.86 0.0203 0.012 8 1.86 3.98 2.48 0.17 417.50 417.20 20.74 0.0145 0.012 8 1.57 2.93 7.09 0.49 417.00 416.65 11.87 0.0295 0.012 8 2.24 4.98 2.38 0,49 417.00 416.65 7.50 0.0467 0.012 8 2.82 6.03 1.24 0.24 415.00 413.00 31.74 0.0630 0.024 8 1.64 3.21 9.88 0.48 416.00 413.10 67.44 0.0430 0.012 8 2.71 5.79 11.65 0.48 413.00 412.00 67.00 0.0149 0.012 8 1.59 3.91 17.15 0.95 411.80 411.40 38.00 0.0105 0.012 12 3.95 4.05 9.39 3.65 411.30 407.40 110.00 0.0355 0.012 12 7.25 9.24 11.91 5.29 407.35 407.00 14.50 0.0241 0.012 15 10.86 8.69 1.67 0.34 412.50 412.05 11.28 0.0399 0.012 4 0.41 5.22 2.16 0.34 412.05 411.60 45.03 0.0100 0.012 6 0.61 3.13 14.38 0.67 411.60 411.00 28.50 0.0211 0.012 6 0.88 4.90 5.82 0.34 412.25 411.60 11.28 0.0576 0.012 4 0.49 6.05 1.87 0.53 412.00 409.05 58.96 0.0500 0.024 8 1.46 3.77 15.63 0.53 408.95 40810 78.95 0.0108 0.024 8 0.68 2.14 36.88 1.75 408.00 407.404. 3 26 1 0.0 75 0.024 12 2.55 3.48 9.84 1.15 412.50 408.10 58.96 0.0746 0.024 8 1.78 5.41 10.89 1.15 412.50 409.00 58.96 0.0594 0.024 8 1.59 4.94 11.95 2.77 413.00 411.40 57.70 0.0277 0.024 12 3.21 4.57 12.62 0.48 415.00 412.00 61.88 0.0485 0.024 8 1.44 3.62 17.10 0.36 410.00 409.80 4.71 0.0425 0.012 4 0.42 5.42 0.87 0.36 409.80 409.20 111.81 0.0054 0.012 6 0:44 2.51 44.51 0.70 409.20 408.85 28.25 0.0124 0.012 8 1.45 4.09 6.91 1.81 408.85 407.55 48.36 0.0269 0.012 $ 2.14 6.86 7.05 1.80 407.55 407.25 38.59 0.0078 0.012 12 3.40 4.32 8.92 5.50 407.25 407.00 52.33 0.0048 0.010 15 5.80 5.36 9.76 115 411.00 410.50 44.65 0.0112 0.012 8 1.38 4.40 10.15 2.28 410.50 408.30 54.00 0.0407 0.012 8 2.63 8.45 6.39 3.40 408.30 407.90 35.48 0.0113 0.012 12 4.09 5.79 6.12 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V , Q Q J O a J wZO~>o<Oz oo ZZ CgQOJOxw wUU of 0 a to � zzh CC/ H_ �-1, � W V V4 ^ � w % y cr O Z 0 U O O z J a 0 Q g >z C-) w REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL 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 1-800-242-1778) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555).01 APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD 1. D.: DL6 PROJECT: MINOR SITE PLAN AM ENDM ENT III -- FOR 5TH STREET TATION OVERAL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLEX' ENGINERRIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www. BohlerEnaineerina-cem SHEET NUMBER: 12D , "i--- Vxll� 1- "I _; � , I , , , , , , --,-- - �� I � 11I_ -,, ,IN 'N 'I % \ " � " '% I, % I % � , t I I t I k , %t , N, _\ , � N \ III,-,----- , - I - _� - --l "I . 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I "_ " � Ill , , _ ., I r ', I I ,,%,/,�_ , , V_ m., . I ,f -1 1-11- � , I, - \\ I I \1 \ , / ,,, - , I I I I . IL 6/30/16 1 r I c I . 40 20 10 - 40 -, 11 I I , I A �� � �e I ol , ' r . I . r I r � ilA - NONAL e`-' . . I 'll,"I r ,,,,,, 11 I � . 11 � I � 1, � .... - � ­­ ------ _-__-_r_ A r . - I . ---- , - I , I , I . r . I '= 40' , r , r . r I t - . I I I I . . r I . r r r I . I XTC,�7r,1�101 .. (SHEETTITLE: ) . I I . � % I . � - I .1 � � I . . . I I I I I 1 . .SEE LINE TABLE ON SHEET 213 FOR PROPERTY LINE BEARINGS AND DISTANCES. I - - . I . I I I . . I � I I � � I 1. 11 2. STREET TREES ALONG BENT GREEK PARKWAY ARE PROPQ,9,ED WITH A SEPARATE ROAD LEGEND. I I I I I . IMPROVEMENT PLAN. I . I . � I I 1 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR I TREE CONSERVATION TREE CONSERVATION , -A I . . CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS I LANDFILL ARE - "III, bEVELOPMENT AREA I I SHOWN ON SHEET 14A. - . __ __ __ (5, 5 7 AC) I . 1 (7,31 AC) I I : I I I I I . I 1 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A, I I I I I I . , 11 � I , . I .. I I I " 11 I I I I , . I .1 "� . . � I I 1 5. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE � I . I I 1, � I � I � I I I . . I �l I � � MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND 11 . ,. I T THE OVERALL HEALTH OF THE . I I . TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPOR I I � � I I I I I GENERAL NOTE: -444 1 . � I I I I . � � I . PLANT." I I . � I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT I � . . . I . . . . . . . I I I - � 1 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT WORK SCOPE PRIOR 70 THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO I I I I I - . . THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CCNTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN I I I I � I I . I . I I I � "I I I - '. . I I I I . . I I I WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE I I I I . 1. I I.. � "I 1. I � . I .1 � 1 1.7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR To COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN . I I � � � (INTERSTATE -64) SHALL BE ELIMINATED. Pf 11 I rnKlPnPtAAKJrP WITW I Or 61 PP:('l 11 ATIC)Mq Amn r.nnpq 'Al I I I I I I J" ,41, 1 ILI, . . . . . . . . . . A' LN ';W LKSOUARE�-� FATA < QPH 11 _1�111 I'll a A S, p,g --451g A TREE k q'T:RVATION'. JI X v �X 4 VR,� AIRILY X AL, N e", pf REST. DEC UOUS ''A .. ............. FO . . . . Zj, 10 BLDG. 1800 RE��,,'COVER r . ..... . 4,388 SF tz, Q I v/,� id FFE=414,65 "p", 'Z t % VR _�q ....... ..... If n"11 ,A J J, d r "D, IJ 41 0 N", TS % (2) - 6TONDUI t t g,' 3 3 J Al, -%% . ....... - ---------- -------- ----------------- 5 pv IN x > LLZ ,% I I . .. . . K "'y , ---- X/ .1, ", , ' , zl , %,�11 I % "I 71 T1 2k�":`, �7 Y I It f T, , - I , f " �a MINI A/Rl­ A p, J --d E BLDG. 1900 C S (2) - 6`C0R[')' 9,949 SF k I .... ..... V > FFE=416.50 I Kol �v f Z, k, '3 L DY I�N Il" .... . ..... X X_ . ..... . ............... . 0 k" VII 4 "IN N J v, iA f . . . .... .. J, f %\. . .. ...... ___ "Al I N 0" 4 44,4 MAJOR TENANT D k", . . .. .. .. ... . . .. . .. . �y, �,,l "A BLDG. 2000 "k SPRINKLERED N1, �,5 "'N 14,104 SF yo "u"ji If 7 f FFE=418.50 "A pI,. A R,0I,,` Z A 101g"," it #19 k If . ..... . "g, V 2 VE, t . . . . . . . A` L 14 1� % �j ggg 174 "A rj V fl, % A % % f % If . . . ........ . . AA JR, )PH % % V 17 0 0 v (2) If Ir C`OR�E`RVATION� __41-ARul 1�, DIJI, b Et V_ ARC DU�TS __j ARILY A /F / .. . ... . ................ S111 OPS DEC )U,OUS BLDG. 21 d �K, f f 'jj F OREST C'QVE SPRINKLERED R I S Z 1,934 ------------ -- BL# 900 - - ------------- ----- Z, X % A, FFE�420.50 ------ ---- FFE= 12,672 SF (P )X If 418.50 AA fl 7ff vw L j 7- CZ11�4()P-CZ �LDG. 1000 < 7,786 SF 'FE=422.50 T J _-_ --- --- A'11 j, 6. . . . ... ............ Q P c w H 777� . .... . ... . ....... . 2",6 T7 S BLOG. I 100 f) 8,120 SF FFd=424.50 F2–S—J R-1 ......... . ............ . ..... I ------------_- # . . . .... . ...... .. ......... `�Il . . ...... 7.117�� j__ 4 .. .. ...... . . . .. ......... ............ .. ........ . . .............. GENERALNOTE 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 �E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO cOmPLEm THE SCOPE OF THE WORK AS DEFINED OY THE DRAWINGB ANC Ful I C I H i ­­ " � '­` ­­ "' 4 4QA C' j 6e �\ " �\ ?� \ < X X i . .......... 1 AR G % v Lp % _77' ki "w V`6, "A" 2 8" CONDUITS- ) (2) - 6"C As"" I. AVEI T\W, 'NTE '21 N /V\� �9 IJ70 "Ilk IA 15 WIN s --- p/ I up /01 V/>" 7, �, 0 I ZSVGI VR zS JR I SVG If . . . ....... 4411,�,, �q n", 2 1 zS fw fI 42, j Iv V\1 --- ------- --- ------- ..... ... . . �MIf f e/" 7� All _4" . ... ........ .. ...... . ... v N A", .. . .... ........ X" 4 76 Nk .. ........ AL -j 13G I N?`�Ill 01 I'll . ..... .... . 40 20 10 0 40 L E.G E N D,, KmTREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5,57 AC) (7,31 AC) NOTF, S 1. SEE LINE TABLE ON SHEET 2B FOR PROPER'ry LINE BEARINGS AND DISTANCES, 2, STREET TREES A1,ONG BENT CREEK PARKWAY ARE PPOPQSFD WITHI A SEPARATE ROAD IMPROVEMENT PLAN. 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLISTIS SHOWN ON SHEET 14A. 4, THE LANDoQGAPF S("'HEDULF, AND COMPLIANCE TABI-E ARE 113HOWN ON SHEET 14A, 5. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATE -64) SHALL BE ELIMINATED. REV: 1 DATE 7/16115 COMMENT PER COUNTY COMMENTS BY DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 1 11111 1 HL/A,N AMENDMENTI `Wl ...... . ....... Ask DRH 5 --­-------------- ......... ...... . . < < ... 6 ------------- LETTER OF REVISION < r E, 16 AMENDMENIIII DRH ------------ 6130i'l 6 AMENDMENTIII FOR APPROVAL DRH - --------- _--__------ E Uj 0 7:j 6- < ---------­-- LU CL 0, 0 F- 0 Lo i- C() u- o - " sm" wmml PON .2 < '01 r E- HIM,, ME , FATA < QPH 11 _1�111 I'll a A S, p,g --451g A TREE k q'T:RVATION'. JI X v �X 4 VR,� AIRILY X AL, N e", pf REST. DEC UOUS ''A .. ............. FO . . . . Zj, 10 BLDG. 1800 RE��,,'COVER r . ..... . 4,388 SF tz, Q I v/,� id FFE=414,65 "p", 'Z t % VR _�q ....... ..... If n"11 ,A J J, d r "D, IJ 41 0 N", TS % (2) - 6TONDUI t t g,' 3 3 J Al, -%% . ....... - ---------- -------- ----------------- 5 pv IN x > LLZ ,% I I . .. . . K "'y , ---- X/ .1, ", , ' , zl , %,�11 I % "I 71 T1 2k�":`, �7 Y I It f T, , - I , f " �a MINI A/Rl­ A p, J --d E BLDG. 1900 C S (2) - 6`C0R[')' 9,949 SF k I .... ..... V > FFE=416.50 I Kol �v f Z, k, '3 L DY I�N Il" .... . ..... X X_ . ..... . ............... . 0 k" VII 4 "IN N J v, iA f . . . .... .. J, f %\. . .. ...... ___ "Al I N 0" 4 44,4 MAJOR TENANT D k", . . .. .. .. ... . . .. . .. . �y, �,,l "A BLDG. 2000 "k SPRINKLERED N1, �,5 "'N 14,104 SF yo "u"ji If 7 f FFE=418.50 "A pI,. A R,0I,,` Z A 101g"," it #19 k If . ..... . "g, V 2 VE, t . . . . . . . A` L 14 1� % �j ggg 174 "A rj V fl, % A % % f % If . . . ........ . . AA JR, )PH % % V 17 0 0 v (2) If Ir C`OR�E`RVATION� __41-ARul 1�, DIJI, b Et V_ ARC DU�TS __j ARILY A /F / .. . ... . ................ S111 OPS DEC )U,OUS BLDG. 21 d �K, f f 'jj F OREST C'QVE SPRINKLERED R I S Z 1,934 ------------ -- BL# 900 - - ------------- ----- Z, X % A, FFE�420.50 ------ ---- FFE= 12,672 SF (P )X If 418.50 AA fl 7ff vw L j 7- CZ11�4()P-CZ �LDG. 1000 < 7,786 SF 'FE=422.50 T J _-_ --- --- A'11 j, 6. . . . ... ............ Q P c w H 777� . .... . ... . ....... . 2",6 T7 S BLOG. I 100 f) 8,120 SF FFd=424.50 F2–S—J R-1 ......... . ............ . ..... I ------------_- # . . . .... . ...... .. ......... `�Il . . ...... 7.117�� j__ 4 .. .. ...... . . . .. ......... ............ .. ........ . . .............. GENERALNOTE 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 �E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO cOmPLEm THE SCOPE OF THE WORK AS DEFINED OY THE DRAWINGB ANC Ful I C I H i ­­ " � '­` ­­ "' 4 4QA C' j 6e �\ " �\ ?� \ < X X i . .......... 1 AR G % v Lp % _77' ki "w V`6, "A" 2 8" CONDUITS- ) (2) - 6"C As"" I. AVEI T\W, 'NTE '21 N /V\� �9 IJ70 "Ilk IA 15 WIN s --- p/ I up /01 V/>" 7, �, 0 I ZSVGI VR zS JR I SVG If . . . ....... 4411,�,, �q n", 2 1 zS fw fI 42, j Iv V\1 --- ------- --- ------- ..... ... . . �MIf f e/" 7� All _4" . ... ........ .. ...... . ... v N A", .. . .... ........ X" 4 76 Nk .. ........ AL -j 13G I N?`�Ill 01 I'll . ..... .... . 40 20 10 0 40 L E.G E N D,, KmTREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5,57 AC) (7,31 AC) NOTF, S 1. SEE LINE TABLE ON SHEET 2B FOR PROPER'ry LINE BEARINGS AND DISTANCES, 2, STREET TREES A1,ONG BENT CREEK PARKWAY ARE PPOPQSFD WITHI A SEPARATE ROAD IMPROVEMENT PLAN. 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLISTIS SHOWN ON SHEET 14A. 4, THE LANDoQGAPF S("'HEDULF, AND COMPLIANCE TABI-E ARE 113HOWN ON SHEET 14A, 5. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATE -64) SHALL BE ELIMINATED. REVISIONS REV: 1 DATE 7/16115 COMMENT PER COUNTY COMMENTS BY DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 1 11111 1 HL/A,N AMENDMENTI DRH 4 11/20/1 Ask DRH 5 1129/16 < < DRH 6 2/12/16 LETTER OF REVISION < r E, 16 AMENDMENIIII DRH > 6130i'l 6 AMENDMENTIII FOR APPROVAL DRH Zzz Lu W E Uj 0 7:j 6- < LU CL 0, 0 F- 0 Lo i- C() u- o - u .2 < Z 0 Y_ > ic�, �- t) 0 ric z L,- LU 0 E c, �j (r, 0� 0 0 "C' 13 Z YD c 0 REVISIONS REV: 1 DATE 7/16115 COMMENT PER COUNTY COMMENTS BY DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 1 11111 1 HL/A,N AMENDMENTI DRH 4 11/20/1 ER OF REVISION DRH 5 1129/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 E, 16 AMENDMENIIII DRH 8 6130i'l 6 AMENDMENTIII FOR APPROVAL DRH THE FOLLOWING S1 ATES REQUIRE NOTIFICATION BY EXCA\/ATORS. DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYI-AND, ANF) DFLAVVARE 811 (WV 1-800 245-4848) (PA 1-800-242-1776) (VA1-300-�52-7001)(IVD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V1 22001 DRAWN BY: JLP/CBC CHECKEDBY: DRH DATE 02J20/15 SCALE ',"r41)' CAD I.D.: LS6 PROJECT: MINOR ITE PLAN AM1_1,NDMEN71' ill FOR STI -1 STREET STATION OVERALL PHASE 11 1,0CATION NORTH OF 1-64 BETVVEEN 5TH STREET AND AVON STREIET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 14 B L EIR E N G I N R E R IN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (640) 349-4500 Fax: (540) 349-0321 I LANCA E."ZZ., �,.A, Ly PLAN SHEET NUfVIBER� 11-4 13A--4 GENERAL NOTE T IS THE RESPONSIBILITY Or THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROZC7 ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND ^CONFLICT WITH THE DOCUMENTS RELATIVE` 'HE SPECIFICATIONS onAPPLICABLE CODES, ITmTHE CONTRACTOR'S RESPONSIBILITY mNOTIFY THE PROJECT ENGINEER npRECORD /, NmrwePRIOR mTHE START m'CONSTRUCTION. FAILURE a,THE CONTRACTOR ruNOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'ccpTAwosopFULL RESPONSIBILITY m�ecowr�croxNCEmcomper�msTIONS ANDxs ,unpsoprwmnx^cu,pwsoo,r*cnn^w/wss^woDES FULL / -------_-__ / / / REE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA 1 "�-wr / / / | \ DATE COMMENT- \ / \ LL 7/16/15 \ > / COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 2 10/1/15 DRH 5 1/29/16 AMENDMEjjT 11 6 2/12/16 `HLINE SHEET 131_77­10, 5/25/16 AMENDMENT III DRH 8 6130/16 - D Y-111 Y FOR APPROVAL GENERAL NOTE T IS THE RESPONSIBILITY Or THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROZC7 ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND ^CONFLICT WITH THE DOCUMENTS RELATIVE` 'HE SPECIFICATIONS onAPPLICABLE CODES, ITmTHE CONTRACTOR'S RESPONSIBILITY mNOTIFY THE PROJECT ENGINEER npRECORD /, NmrwePRIOR mTHE START m'CONSTRUCTION. FAILURE a,THE CONTRACTOR ruNOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'ccpTAwosopFULL RESPONSIBILITY m�ecowr�croxNCEmcomper�msTIONS ANDxs ,unpsoprwmnx^cu,pwsoo,r*cnn^w/wss^woDES FULL / -------_-__ / / / REE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA 1 "�-wr / / / | \ DATE COMMENT- \ / \ LL 7/16/15 \ > / COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 2 10/1/15 DRH 5 1/29/16 AMENDMEjjT 11 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6130/16 AMENDMENT III D Y-111 Y FOR APPROVAL DISTURBANCE 41 GENERAL NOTE T IS THE RESPONSIBILITY Or THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROZC7 ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND ^CONFLICT WITH THE DOCUMENTS RELATIVE` 'HE SPECIFICATIONS onAPPLICABLE CODES, ITmTHE CONTRACTOR'S RESPONSIBILITY mNOTIFY THE PROJECT ENGINEER npRECORD /, NmrwePRIOR mTHE START m'CONSTRUCTION. FAILURE a,THE CONTRACTOR ruNOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'ccpTAwosopFULL RESPONSIBILITY m�ecowr�croxNCEmcomper�msTIONS ANDxs ,unpsoprwmnx^cu,pwsoo,r*cnn^w/wss^woDES FULL / -------_-__ / / / REE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA 1 "�-wr / / / | \ DATE COMMENT- \ / \ LL 7/16/15 \ > / COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 2 10/1/15 DRH 5 1/29/16 AMENDMEjjT 11 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6130/16 AMENDMENT III D Y-111 Y FOR APPROVAL IK All, H u GENERAL NOTE T IS THE RESPONSIBILITY Or THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROZC7 ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND ^CONFLICT WITH THE DOCUMENTS RELATIVE` 'HE SPECIFICATIONS onAPPLICABLE CODES, ITmTHE CONTRACTOR'S RESPONSIBILITY mNOTIFY THE PROJECT ENGINEER npRECORD /, NmrwePRIOR mTHE START m'CONSTRUCTION. FAILURE a,THE CONTRACTOR ruNOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'ccpTAwosopFULL RESPONSIBILITY m�ecowr�croxNCEmcomper�msTIONS ANDxs ,unpsoprwmnx^cu,pwsoo,r*cnn^w/wss^woDES FULL / -------_-__ / / / REE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA 1 "�-wr / / / | \ DATE COMMENT- \ / \ LL 7/16/15 \ > / COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 2 10/1/15 DRH 5 1/29/16 AMENDMEjjT 11 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6130/16 AMENDMENT III D Y-111 Y FOR APPROVAL GENERAL NOTE T IS THE RESPONSIBILITY Or THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROZC7 ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND ^CONFLICT WITH THE DOCUMENTS RELATIVE` 'HE SPECIFICATIONS onAPPLICABLE CODES, ITmTHE CONTRACTOR'S RESPONSIBILITY mNOTIFY THE PROJECT ENGINEER npRECORD /, NmrwePRIOR mTHE START m'CONSTRUCTION. FAILURE a,THE CONTRACTOR ruNOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'ccpTAwosopFULL RESPONSIBILITY m�ecowr�croxNCEmcomper�msTIONS ANDxs ,unpsoprwmnx^cu,pwsoo,r*cnn^w/wss^woDES FULL / -------_-__ / / / REE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA 1 "�-wr NO CHANGES ARE PROPOSED WITH THIS SITE PLAN. . - ' ^^ —--^'` 1 SEE LINE TABLE ONSHEET 2BFOR PROPERTY LINE BEARINGS AND DISTANCES, 2 STREET TREES ALONG BENT CREEK PARKVVAYARE PROPOSED WITH ASEPARATE ROAD IMPROVEMENT PLAN, 3. THE CONTRACTOR SHALL REFER TOTHE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST iS SHOWN ONSHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN DNSHEET 14A. 6. ALL SITE PLANTINGS OFTREES AND SHRUBS SHALL BEALLOWED TOREACH. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE pL/\NT.^ 8.NOTREES SHALL 8EPLANTED WITHIN ANY WATER ORSEWER EASEMENT 7.VISIBILITY OFALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (/NTERSTATE-S4)SHALL 8EELIMINATED. cl � SHEET KEY � � / / / | \ DATE COMMENT- \ / \ LL 7/16/15 \ > / COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH NO CHANGES ARE PROPOSED WITH THIS SITE PLAN. . - ' ^^ —--^'` 1 SEE LINE TABLE ONSHEET 2BFOR PROPERTY LINE BEARINGS AND DISTANCES, 2 STREET TREES ALONG BENT CREEK PARKVVAYARE PROPOSED WITH ASEPARATE ROAD IMPROVEMENT PLAN, 3. THE CONTRACTOR SHALL REFER TOTHE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST iS SHOWN ONSHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN DNSHEET 14A. 6. ALL SITE PLANTINGS OFTREES AND SHRUBS SHALL BEALLOWED TOREACH. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE pL/\NT.^ 8.NOTREES SHALL 8EPLANTED WITHIN ANY WATER ORSEWER EASEMENT 7.VISIBILITY OFALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (/NTERSTATE-S4)SHALL 8EELIMINATED. cl � SHEET KEY � � �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) APPROVED FOR CONSTRUCTION PROJECT No,: V`122007� DRAWN BY: JLP/CBC CHECKED BY DR! I DATE: 02/20/15 PROJECT: MINOR SITE PLAN AMENDMEN7,11-7 III STATION OVERALL PHASE 11 LOCATION OFSJTE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax: (540) 349-0321 �� DANIEL R. MANES 'P SHEET TITLE� 4�? PLAN SHEET NUMBER: 13J REV DATE COMMENT- BY LL 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 2 10/1/15 DRH 5 1/29/16 AMENDMEjjT 11 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6130/16 AMENDMENT III D FOR APPROVAL All, H u EE mo 0111 �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) APPROVED FOR CONSTRUCTION PROJECT No,: V`122007� DRAWN BY: JLP/CBC CHECKED BY DR! I DATE: 02/20/15 PROJECT: MINOR SITE PLAN AMENDMEN7,11-7 III STATION OVERALL PHASE 11 LOCATION OFSJTE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax: (540) 349-0321 �� DANIEL R. MANES 'P SHEET TITLE� 4�? PLAN SHEET NUMBER: 13J REV DATE COMMENT- BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 2 10/1/15 DRH 5 1/29/16 AMENDMEjjT 11 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6130/16 AMENDMENT III D FOR APPROVAL �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) APPROVED FOR CONSTRUCTION PROJECT No,: V`122007� DRAWN BY: JLP/CBC CHECKED BY DR! I DATE: 02/20/15 PROJECT: MINOR SITE PLAN AMENDMEN7,11-7 III STATION OVERALL PHASE 11 LOCATION OFSJTE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax: (540) 349-0321 �� DANIEL R. MANES 'P SHEET TITLE� 4�? PLAN SHEET NUMBER: 13J LANDSCAPE SSI IEDULE a WEGMANS SITE = FOR INFORMATION ONLY KEY QTY BOTANICAL NAME COMMON NAME SIZE LARGE SHADE TREE(S) 671 RFG 70 ARAF 17 ACER RUBRUM 'AUTUMN FLAME' AUTUMN FLAME RED MAPLE 2 1/2- 3" CAL. GD 2 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 2 1/2- 3" CAL. QPH 16 QUERCUS PHELLOS WILLOW OAK 2 1/2- 3" CAL. OPP 12 QUERCUS PALUSTRIS PIN OAK 2 1/2- 3" CAL. TCG 17 TILIA CORDATA'GREENSPIRE' GREENSPIRE LINDEN 2 1/2- 3" CAL. ZSVG 57 ZELKOVA SERRATA'VILLAGE GREEN' VILLAGE GREEN ZELKOVA 2 1/2- 3" CAL. 121 32.7.9.9 (AI MEDIUM SHADE TREE(S) MINIMUM TREE CANOPY SHALL BE SJR 14 STYPHNOLOBIUM JAPONICA'REGENT REGENT JAPANESE PAGODATREE 1-1 1/4" CAL. SMALL SHADE TREE(S) COVERAGE BY PLAT MATERIAL EXCEEDING PSK 2 PRUNUS SERRULATA'KWANZAN' KWANZAN CHERRY 1-1 1/4" CAL. ORNAMENTAL TREE(S) SHALL BE IN CORRD WITH SECTION 32 7 9 9 AAD 7 AMELANCHIER DOWNY SERVICEBERRY 1-1 1/4" CAL. CC 10 CERCIS CANADENSIS EASTERN REDBUD 1-1 1/4" CAL. CKM 24 CORNUS KOUSA MULTI STEM KOUSA DOGWOOD 6-T HGT. MV 5 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' HGT. 46 32.7.9.9B TEN (10) PERCENT TREE CANOPY FOR A EVERGREEN TREE(S) SITE TO BE DEVELOPED WITH COMMERCIAL, OFFICE, OR INDUSTRIAL 10 29 ILEX OPACA AMERICAN HOLLY 4-5' HGT. PIAB 35 PICEA ABIES NORWAY SPRUCE 4-5' HGT. PS 59 PINUS STROBUS EASTERN WHITE PINE 4-5' HGT. 123 EVERGREEN SHRUBS) CPFA 28 CHAMAECYPARIS PISIFERA'FILIFERAAUREA NANA' DWARF GOLD THREAD CYPRESS 15-18" SPRD. EKM 28 EUONYMUS KIAUTSCHOVICUS'MANHATTAN' MANHATTAN SPREADING EUONYMUS 15-18" ICHG 50 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18" ICS 108 ILEX CRENATA'STEEDS' STEEDS JAPANESE HOLLY 15-18" IG 51 ILEX GLABR.A INKBERRY HOLLY 24-30" JHY 46 JUNIPERUS HORIZONTALIS NOUNGSTOWN' ANDORRA JUNIPER 18-24" SPRD PXOL 14 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 15-18" VR 55 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 24-30" 380 DECIDUOUS SHRUB(S) RK 117 ROSA'KNOCKOUT KNOCKOUT ROSE 15-18" VCA 90 VIBURNUM CARLESII KOREANSPICE VIBURNUM 15-18" 207 PERENNIAL(S) CVM ^00 HSD 320 LM 671 RFG 70 B+B 1,121 ORNAMENTAL GRASS(ES) PAH 178 REMARKS AREA OF CANOPY B+B (SUBTOTAL) B+B 397 B+B 570 B+B 370 B+B 370 B+B 249 B+B 452 B+B 394 B+B 87 B+B 130 B+B 124 B+B 128 B+B 113 B+B 56 B+B 41 B+B 118 #3 CAN #3 CAN #3 CAN #3 CAN #5 CAN #3 CAN #3 CAN #5 CAN #3 CAN #3 CAN COREOPSIS VERTICILLATA'MOONBEAM' MOONBEAM COREOPSIS - #1 CAN HEMEROCALLIS'STELLA D'ORO' STELLA D'ORO DAYLILY - #1 CAN LIRIOPE MUSCARI'BIG BLUE' BIG BLUE LILYTURF #1 CAN RUDBECKIA FULGIDA'GOLDSTURM' GOLDSTURM/BLACK-EYED SUSAN - #1 CAN PENNISETUM ALOPECUROIDES'HAMELN' DWARF FOUNTAIN GRASS County of AIA) :rimttrlt= ("onkcrvation Plan Ch c klist —1'() be,f%ji)s (11an tlaook, lip 111»2114.111-297 frac cnc€rlrt to li tiieatirira ) 1,'1=c, foIIQvvi0g itun,3 S1 11)11)e 511(ae�ra €q 'I TCA' s i' ltn" saved" C.,C tts eii t arir, oLi,, epi€ €lit llnc of Ikea to be saw"t), Local !oil aril +aft,., of lnrtiat° t9 va f� anis �; rr 7 � rta l drwi: ,'a h rS,quir1 3k trcr' )5 r#lea (:i walls; Pr€:Spxms d irE`CEi,i T'gCJh tlbnflel€Jig y„ud the, 13i;?:ill iii dzi pYai �?,, 2. �w1ar(szsts ,1�> A!, trixs lit it(',,avvd? sillill ber r41al.ked witt, aptr tnt v:ir Ci!r bon a, ;t height ejearly :i„ihl� tct ll, I�,tn}rli( r)1''t`i?afCii`;5.. NI.,a I?r- rigsq/ , i,l t.4o Un-vil 01he trec hms been blq)er t_d and, wvw- ed by is C "ouft` �, rn t� (.eTxz�(r°ttcEiri�i €.`raiit'ei`itorr��; pr31tF of Ojl l3e ie, r°@0 -,'a' .., t)`alli Li.„ bilz lt€";�.,,-.,it Oil <",U2, 4" tAitltai is ikt ita a €rrsr� arttl 4tsar t 11cu, c,fitp9i. rte, o2hicm I ar ir1fiI wid s oragc of constructs (,-I tT Icd,lIs 'in(14+tl ng soil t iiia not LIQ �rii�litt �i wil €ilI tht� drip,Eties 4. , ,t41:.w c 'r ,ailr�el, 5 5011 i fJ i011 A lit D vir l� Lu Sm,h de. i~is.,ita¢, ilrc a..(, not ! ermitti'A e1 i$in ti ( Hart t;if liar` ilripf i , . , ' m",€, s to 0 "tToxjQ ,s,5)tcr ,ik 44th ivot C,t 161 I ("i-0 ;*ed oflhi� drip[.r';c (,'if trsc N to he su,' e;L , Prokwtivc Feerss.'in of it rro' xa.;te'd l.,-tifdir,gs or glad€ny ri , ity stall tai. lia,sti =t h Fancirig' Shall had iN tAtice And ihal I be and Approved by a f'ralmty° Irl,f(,cdov pr;r,r to 1;rr tfl+rii or 011. 4431 1,10N. n (,d„ ground If,-vcI IrAmst 1Te T;j lscd l'i'14i3NTf h'z dr,("iline i -,f „ fi ,t, ;e, b"'m"v:,'r0-', a1 r. w0 l Shall glff',' t,„ti pild a 'vomtrui. t,ori','uaalll ;iR1 Lf1 €roil rj,)r zaISI7i'ovaL Mid 1<4>rp.<en t a. p'!rtium'! le"Vel el rc:ust be lo'eveyed mit'h1€o TI1e Ytr.f)iine,. d t,cc; i.o 'u"€. yc,'t4w`tl. ,» ave °w'r"al..,iel . I.0-. pff"'Y1114.1, '.,tr x i,Lri..i Ez;.a2.Eri dt"U'vi ' uarn,tte:t far q- rrr)w , 1Yttrri u- m- Kira„ €., required i') Uhin Ilte )ii,iim of +y c aFir I.,„ 4 shlai't Lit, tys,m w f = a,E a3, from I he brats#,`; of tm",i xi, a ,,.,,i71r . I unn'dIng ,,va cr a iargc tree 1.Ltflll tt. 3tS3tiC e2 l €IS «„1 a111k C"I'tiv o-",'hwil .t, Uat., vcii hi# lg vi $.a 5,.. tr r ft,de TLY")l";,,. €'rEmcctr3°': f�i;ldrtg.shall be the ,a=t ,tc is ra;niovcd duving ilio` 1ltaril O Mitt pl 13, L1,,,p; �asiai€ �;i f}�iir t�>� J5'. s)';;It}l;0-; iri�eti4'tl 19,itllc:ilfC4lri,�' 1"^)'')aik 11,ik." 1141? .1I,1(id:@il t , €tt(ti,p ¢t):`x}trt,!`' Pa.I,.'ORI'tkl 9tis,.. 1'0� r,11i`l`c »!'ru.tl,ili`Iti.. ;}«1)710-, 1T 1 11 IF T*,FV%,1,0PLR' 1;h-5['4'i:l� s143tC11`1'�` `t"t) �;t,6,�3� f E"t ��'I`T'ti "3'lttio C"°ti r 1"1111 ["€ ttit f,�N `1'114:1: C`t� ��t TtY'ti"i"`Etna 4t 13a;�1.d3 4i 1�.r41f'w't'!�. OWNER SIGNATURF, 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 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, !r;(1"m Page, 1 cit, ;I. #1 CAN TOTAL AREA OF CANOPY 6,749 1,140 5,920 4,440 4,233 25,764 48,246 5,516 174 910 1,240 3,072 565 4,763 1,624 1,435 6,962 10,021 TOTAL PROPOSED CANOPY: 68,720 COMPLIANCE CHART j COUNTY ZONING ,r --"11R1 PARCEL ONLY I "I" L4 NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL ALLOWED TO REACH, AND BE MAINTAINED AT, MATIL HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SH AND TREES SHALL BE PRUNED MINIMALLY AND ONL' SUPPORT THE OVERALL HEALTH OF THE PLANT. 4 F2C PC f)_ R N WAL L µF?I ANTING : FACE AND STEPS OF PROPOSED GREEN WALL TO BE HYDROSEEDED IN THE FALL WITH AN EXCLUSIVE MIX OF TALL FESCUE AND PERENNIAL RYE GRASSES (OR APPROVED EQUAL RECOMMENDED BY LOCAL LANDSCAPER), IN THE FOLLOWING SPRING, CONTRACTOR TO INSPECT THE VEGETATION ESTABLISHED ON THE WALL, AND REAPPLY A HYDROSEEDED MIXTURE OF EQUAL PARTS TALL FESCUE AND CROWN VETCH ON ANY SECTIONS WHERE VEGETATION DID NOT ESTABLISH !N ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL. J w rar > p d Q > z w p �E 0Uj p G �zCDZ�J L O U-1 ¢n J) cf ,-y � f- Q w U-1 f1 z m IU-Cn�a O za H Y) wo®♦®♦ Lu LL 0 } < C CD z } s0- CDQQJ U 0}pw< 0YZ> m>:z0rY HQ�_jFw- �mzaz OJ0=w n ¢rOCD 32.7.9.7 B DATE 7/16/15 INTERIOR LANDSCAPING: EXCLUSIVE OF BY H DRH THE REQUIREMENTS OF SECTION G 32.7.9.7(A) AND (C), AN AREA EQUAL TO 7 FIVE (5) PERCENT OF THE PAVED PARKING 10/1/15 AND VEHICULAR CIRCULATION AREA DRH SHALL BE LANDSCAPED WITH TREES OR 11/20/15 SHRUBS. THIS SHALL INCLUDE ONE (1) DRH LARGE OR MEDIUM SHADE TREE PER TEN 1/29/16 (10) PARKING SPACES OR PORTION DRH THEREOF, IF FIVE (5) SPACES OR MORE. 32.7.9.7 INTERIOR LANDSCAPING SHALL BE PARKING LOT LOCATED IN REASONABLY DISPERSED LANDSCAPING PLANTING ISLANDS OR PERIMETER AREAS. SHRUB PLANTINGS ADJACENT TO A DRH 8 BUILDING SHALL NOT BE COUNTED AS AMENDMENT III FOR APPROVAL INTERIOR LANDSCAPING. 32.7.9.9 (AI THE FOREGOING NOTWITHSTANDING, A MINIMUM TREE CANOPY SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. "TREE CANOPY" OR "TREE COVER" SHALL INCLUDE ALL AREAS OF COVERAGE BY PLAT MATERIAL EXCEEDING FIVE (5) FEET IN HEIGHT AT MATURITY OF TEN (10) YEARS AFTER PLANTING. SELECTION OF SPECIES FOR PLANTING SHALL BE IN CORRD WITH SECTION 32 7 9 9 32.7.9.4(A). SPECIFICATIONS FOR TREE CANOPY PLANTINGS SHALL BE IN COORD WITH SECTION 32.7.8.5(B). EXISTING TREES TO BE PRESERVED IN ACCORDANCE WITH SECTION 32.7.9,4(B) TOGETHER WITH TREES REQUIRED UNDER SECTION 32.7.9.6, 32.7.9.7, AND 32.7.9.8 SHALL COUNT TOWARD SATISFACTION OF THE MINIMUM TREE CANOPY. 32.7.9.9B TEN (10) PERCENT TREE CANOPY FOR A SITE TO BE DEVELOPED WITH COMMERCIAL, OFFICE, OR INDUSTRIAL USES. NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL ALLOWED TO REACH, AND BE MAINTAINED AT, MATIL HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SH AND TREES SHALL BE PRUNED MINIMALLY AND ONL' SUPPORT THE OVERALL HEALTH OF THE PLANT. 4 F2C PC f)_ R N WAL L µF?I ANTING : FACE AND STEPS OF PROPOSED GREEN WALL TO BE HYDROSEEDED IN THE FALL WITH AN EXCLUSIVE MIX OF TALL FESCUE AND PERENNIAL RYE GRASSES (OR APPROVED EQUAL RECOMMENDED BY LOCAL LANDSCAPER), IN THE FOLLOWING SPRING, CONTRACTOR TO INSPECT THE VEGETATION ESTABLISHED ON THE WALL, AND REAPPLY A HYDROSEEDED MIXTURE OF EQUAL PARTS TALL FESCUE AND CROWN VETCH ON ANY SECTIONS WHERE VEGETATION DID NOT ESTABLISH !N ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL. J w rar > p d Q > z w p �E 0Uj p G �zCDZ�J L O U-1 ¢n J) cf ,-y � f- Q w U-1 f1 z m IU-Cn�a O za H Y) wo®♦®♦ Lu LL 0 } < C CD z } s0- CDQQJ U 0}pw< 0YZ> m>:z0rY HQ�_jFw- �mzaz OJ0=w n ¢rOCD RE 'VI SIONI REV 1 DATE 7/16/15 w BY H DRH 2 G FOR APPROVAL 7 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH RE 'VI SIONI REV 1 DATE 7/16/15 COMMENT I PER COUNTY COMMENTS BY H DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 5 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY IiEXCAVATORS. DESIGNERS. OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYVVHERE IN THE STATE. (IN VIRGINIA, MARYLAND. AND DELAWARE 81- 1) (VW 1-800-245-48A8) (PA 1-800-242-1775) (VA 1-800-552-7001)(MID 1-800-257-71-77)(DE1-800-282-8555) C:A:PPRLOVED FCRNSCTION _j PROJECT No.: V1 22001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02(20/15 SCALE: 1"=40' CRD I.D.: LS6 PROJECT: MINOR SITE PLAN .i ENL)M ENT 1171 10R ��T -l�S�Tom_ EE-EE'l T TA�1731'11111 I,0C°A ION OF SFFE NORTH OF 1-64 BETWEEN 5TH STREET- AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA i 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 I www.Boh1erEnai cerifru.com SHtt I I I I LB: LANDSCAPE D ' TIUS SHEET NUMBER: LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED u s AFTER 2 GROWING SEASONS o o J ¢ o z 1. SCOPE OF WORK: 9. PLANTING ONLY TREES WITH ONE MAIN LEADER o 0 0 ¢ ¢ n. 5 '.1 SALL BE PURCHASED. DO NOT PRUNE o o ° o w 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 ¢ w = G w PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TREE AT PLANTING UNLESS DIRECTED o ° P4 o �> -00E w TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THiS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS TO BY PROJECT LANDSCAPE � W z z z ¢ w 60 ARCHITECT LLi o - uj - Q F THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH DO NOT WRAP TRUNK TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR 2. MATERIALS WRAP TRUNK ° o FOLD BURLAP AWAY FROM TOP OF �/ ° ° % m � ¢LO a U) 's `© ROOT BALL REINFORCED RUBBER HOSE (1/2" oo ONLY TREES WITH ONE MAIN LEADER SHALL BE w � u) ®®* ♦ �. ® w o 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 DIA.) PURCHASED. DO NOT PRUNE TREE AT PLANTING c``'u 0 DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. UNLESS DIRECTED TO BY PROJECT LANDSCAPE N PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTEDo u- ¢ z PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. �\ ARCHiI"ECT C U ¢ PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN \ o ° o - >- 0- � r B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOiL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE 2` DIA. HARDWOOD STAKES 213 TREE HT. °' = z BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OP, BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING OR TWICE THE WIDTH POORLY DRAINING SOILS. 2 PER TREE o SET ROOT BALL FLUSH TO GRADE OR $, 0 ¢ ¢ , g OF THE ROOT BALL; `SEVERAL INCHES HIGHER IN POORLY �Y1 0 0 ° -J E MATTER AND CLAY CLODS. UTILIZING .,LEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. �* 4" BUILT-UP EARTH SAUCER EXISTING GRADE � " z } o � ¢ o WHICHEVER IS DRAINING SOILS ? Gy z> Ell 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 TREE Q w= 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 _ I - ; 3" THICK LAYER OF DARK BROWN ono = z o m ��. PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE I i I_ I ~ DOUBLE SHREDDED HARDWOOD ¢ cr 0 v 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES 1 PART PEAT MOSS 1 3 PARTS TOPSOIL i J I- MULCH BEFORE PLANTING ADD 3 TO 4" i I - 05 z�a E 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 - I 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 OF WELL -COMPOSTED LEAVES=I `4" BUILT-UP EARTH SAUCER IN UNDISTURBED SUBGRADE-.\ OR RECYCLED YARD WASTE T - - - - C S E O _ _!____-- --- BEFORr PLANTING ADD 3 TO 4" CFWELL-COMPOSTED o _ - ` - - I BED AND TILL INTO TOP 6' OF I D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE -I -I I= '`' I I -III -I I 4 - LEAVES OR RECYCLED YARD WASTE TO BED AND TILL 4 BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. i I I=I I= I I=III=III- PREPARED SOIL. _ =i I i i=� i- r i I I= i q, INTO "TOP 6" OF PREPARED SOIL a DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS UND18T RBE I �I I IIiII I I� _ _ - - 4-6" DEEPER THAN ROOT BALL ' I I I FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE SUBGRADE -I -I ==III=I I _ -I_�=III=I i iii I --IIII i� I I -REMOVE THE TOP 113 OF THE WIRE BASKET IF E. FERTILIZER FOLLOWING PLANTING SEASONS: _ _ —III_ �— III REMOVE THE TOP 1/3 OF THE WIRE BASKET IF I I, I I I —i i —III— 12„ PRESENT. ANY AND ALL TWINE SHALL BE REMOVED � �" Q'- 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 —I I 1=� I I— PRESENT, ANY AND ALL TWINE SHALL BE REMOVED W w o DIG WIDE, SHALLOW HOLE �—�-.— FROM THE TREE BEFORE BACKFILLING BURLAP SHALL �� a � � y � 6 0 BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL �\ ? o z WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE „ r J 4 w WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. BE FOLDED BACK INTO PLANTING HOLE OF ROOT BALL 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 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 PAD � � o % SET ROOT BALL ON FIRM �, l A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. IN BOTTOM OF HOLE Ha o PAD iN BOTTOM OF HOLE F o 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 ISEVERGREEN %�7� �� ��� IL`' �j))���� ���� \ PLANTINGEEJ}� SLOPE �� DETAIL NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING �y �[p Jj a J� � \ L 1% ASSOCIATION, 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST SEASON: ACER RUBRUM PLATANUS X ACERIFOLiA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES DATE NOT TO SCALE BY 1 _ NOT TO SCALE PER COUNTY COMMENTS DRH 2 ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1 %d', CRATAEGUS VARIETIES PYRUS VARIETIES KOELREUTERIA DRH 3 10/1/15 - ONLY TREES WITH ONE MAIN LEADER _���� DRH �a ��,Tv������ 1.4. QUERCUS VARIETIES DRH 5 o o AMENDMENT II DRH 6 WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA DRH 7 o 0 o SHALL BE PURCHASED, DO NOT PRUNE i DRH -- WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES DRH o0 0 o TREE AT PLANTING UNLESS DIRECTED t 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF PRIOR TO PLANTING, ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WiTH A PRE -EMERGENT -I WITH TAMPED SIDES "-III-� o ° 2. EXECUTION TO BY PROJECT LANDSCAPE ARCHITECT 1. MATERIAL: SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL 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 ° SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A 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 A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS THE FOLLOWING STASES REQUIRE NOTIFICATION BY REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL 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 AND PH OF THE SOILALL INSTALLATION AREAS SHOULD BE PREPARED TO . ExcavATORs, DESIGNERS, OR ANY PERSON PREPARING TO NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. ROOT BALL SPECIFIED COMPOSITION: INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. • 1 PART PEAT MOSS DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. TO PREVENT SHOCK OR DECLINE. o o — FOLD BURLAP AWAY FROM 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 O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FiLL THE ENTIRE BED o TOP OF ROOT 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 TWICE THE WIDTH OF ° GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. SET ROOT BALL FLUSH TO GRADE 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: DECIDUOUS o ° o o� OR SEVERAL INCHES HIGHER IN 1.2. INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT THE ROOT BALL; WHICHEVER IS GREATER o d 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 PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE5. ciffEK3 TREE PROTECTION 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT NOT TO SCALE C) 4 TABLETS PER 15 GALLON PLANT 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 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''/" CALIPER OF TRUNK PREPARED SOIL FOR TREES 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. (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. FERT{LIZER: COMMERCIAL GRADE 12-20- 2 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 PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 17000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. 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 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED BEFORE PLANTING ADD 3 TO 4" APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25116 iI i AMENDMENT Ili i DRH 8 6/30/16 AMENDMENT Ill FOR APPROVAL DRH DIG WIDE, SHALLOW HOLE -I =� =III i I=I-� - __-_-_ _ � I=I=III=� I I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP UNDISTURBE OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND INITIAL ESTABLISHMENT. 4. SITE PREPARATIONS OF THE ROOT BALL. SUBGRADE - - - _ �I I I--'.::_�` ,-T.h�' -_ _-RECYCLED YARD WASTE TO BED - - I AND TILL INTO TOP 6" OF "_., I I -III -I I _ _ 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 MULCH SO THICK THAT IT 'n A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED I= I I=III= _ I I=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 = -- - - 4-6" DEEPER THAN ROOT BALL OSTALL COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE 1-_ -III=I I - THROUGH THE STRAW LAYER. % B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A %" LAYER OF HUMUS RAKED INTO THE TOP V OF PREPARED SOIL DIG WIDE, SHALLOW HOLE -I =� =III i I=I-� - __-_-_ _ � I=I=III=� I I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF t 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 -I WITH TAMPED SIDES "-III-� I I- ' PRESENT. ANY AND ALL TWINE SHALL BE 2. EXECUTION AND PREPARATION: o 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 THE FOLLOWING STASES REQUIRE NOTIFICATION BY 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 OF INTO PLANTING HOLE AND PH OF THE SOILALL INSTALLATION AREAS SHOULD BE PREPARED TO . ExcavATORs, DESIGNERS, OR ANY PERSON PREPARING TO NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. ROOT BALL AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. TO PREVENT SHOCK OR DECLINE. SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THE WORK iS BEING PERFORMED. (IN VIRGINIA, MARYLAND. AND DELAWARE 811) 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(WV 1-800-245-4848)(PA 1.800-2 22-1776) VA 1-800-552-7001) (MD 1-800-257-7777) (D.- 1-800-282-8555) 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 OFANY LANDSCAPE MATERIAL. UTiLiTY COMPANIES SHALL BE CONTACTED THREE (3) DAYS P. ALL AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE DECIDUOUS TREE PLANTING DETAIL 2.2. AL WE ANALYSIS. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PRIOR TO THE BEGINNING OF WORK. .PLANTING WATERING SPECIFICATIONS AS LISTED HEREIN. PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE5. ciffEK3 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 PROJECT No.: V122_001 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 DRAWN BY: JLP/CBC ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. CHECKED BY: DRH B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI -FENCE', ORDATE: 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED 02/20/15 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. SCALE: N/A PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED PLANT SHALL BE - FOR CONTAINER -GROWN 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD I. D.. SD6 WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME SHRUBS, USE OR ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS GRADE AS IT BORE IN THE SMALL HAND TOOLS TO PULL ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85 OF °/° PROJECT: C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN, NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER COMPACTION. M1Nk'0-")' I AGENCY N. THE FENCING TREE CLEARING OR ANY TED TO ECTION SHALL BALLING AND BURLAPPING. LAYER OF TAPART BE REGULARLY INSPECNG, ALONG THEIOREE PROTR ZONE BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SiX INCHES (6") DBH SHALL BE REPLACED iN KiND. TREES UT OR PULL ANYTHEN 3. INSTALLATION: SIT1�q PLAN 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: MUNBCIPALITY'S TREE REPLACEMENT GUIDELINES. 1 PART PEAT MOSS ROOTS THAT CIRCLE THE THE CONTAINER PERIMETER OF 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS �7 AME5 � DMENT 111 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 A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY" AFTER PLANTING, 3 PARTS TOPSOIL PLANTING MIXTURE WILL CHANGE WITH 3" THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO J FOR 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. 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 CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 8-12" SHREDDED HARDWOOD MULCH HYDROSEEDING MAY ALSO BE PERFORMED WITH THE ENGINEER/ARCHITECT'S APPROVAL. 5TH STREET SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. 3.3. SEED MAY NEED TO BE APPLIED Al- 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" `- FINISHED GRADE _ _ I .,,-...ti, I= I (_ I I I I III I DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. �}��`}� �� L l iv �Sd ll b STA ;L R"""I N, 1 E j� LL 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 _ = 1 PLACE SHRUB ON -i I -III CONTAINER Ffl- 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO THE - 1�[ �, � '1 BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. AND RECYCLED YARD WASTE -III- B FIRM SOIL IN i I -III -I I -I I AREAS WITH ACIDIC SOILS TO ASSIST SEED GERMINATION AND } JLC TO SED AND TiLL INTO TOP 6" 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 __{ i I=I I I = I=III=III = ___ _- I I- I= I=IiI-III-I I i -i I -I i I=i I I=I I i -III= APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A 81-Ih LOCATION FE T OUTCOME F A TOPSOIL ANALYSIS TS SHOULD BE REVISED DEPENDING ON HE OU 0 O OA NSOIL MATERIAL BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF I i= i I=III=I I I=III==I _III III=I I i=III—i I I III IIII yI I I IIII ; - =III -III 3.5. RATE OF SOLBS PER ACRE. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE �OIC�I��� t -E j�'F BETWEEN BYMPOSITION CERTIFIED LABORATORY. SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET F PRESENT, ANY AND ALL TWINE SHALL BE 24" MINIMUM IIII ,I UNDISTURBED RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NOSUBGRADE 5TH STREET AND 1.1. TO INCREASE A SANDY INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE REMOVED FROM THE SHRUB SOIL ANALYSIS IS AVAILABLE EVENLY APPLY' 12-20-12 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 AT A RATE OF 250L BS PER ACRE (5.8LBS/1000 SQUARE FEET). ,- AVON STI REET EXTE.NGED 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 SCOTT VI LLE MAGISTERIAL 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 AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. ALBEMARLE COUNTY, VA 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 (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 PRODUCTMANUFACTURER RECOMMENDATIONS.) SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. ��������� ���� �� p������� 4 4. MAINTENANCE °""m"°'�®'°®""®'"' 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY �/ �`� Bkjr1LEjX DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. �j�� jj� IE3 �jT J� ����Y� ��° ff° i� �� PLANTING 4.1. FREQUENT LIGHT IRRIGATION WiLL NEED TO BE APPLIED TO SEEDED AREAS ' E N 7. FINISHED GRADING Jl JL llJ ,��y .Jj. Al JLC IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF " GINE E RING 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 910 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER 28 BLACKWEL.L PARK LANE, SUITE 201 SITE, PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. WARRENTON VIRGINIA 20186 CONDITION AND FREE OF INSECTS AND DISEASE. PLANT MATERIAL SPACED AS SPECIFIED. 4.2. REPAIR ALL SEED WASHINGS AND EROSION. " Phone: (540) 349-4500 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL 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 Fax: (540) 349-0321 THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED SPACING. www.BohlerEngineering.com ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS, 3" THICK LAYER OF .40 ,. C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP DARK BROWN DOUBLE BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE SHREDDED HARDWOOD CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED MULCH "SIA 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 1} i 1 � DANIEL R. MINES 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL il4 ' > fl EXISTING 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 LiC. No, 043176 SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. ) I I I=III I=I I_I! IIII'^III=I I II i I I i IIII '�� 6/30116 REQUIRED. TOPSOIL FROM THE SITE MAY B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT 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 IL SHEET TITLE: 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�� C I '� 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 EA; DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL POUNDS NITRO 38-0-0 BLUE CHIP FOR FOR REQUIRED SPACING D D 1.2. 20 -FORM (COURSE) E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. D SHEET NUMBER'. 14JDI GENERAL NOTE. 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 NITIATION OR FIND AITYTON NOTIFY ONFLICT NGINEHE E O RECORD TO WORK SCOPE CIFICAPRIOR TORAPP ICONTRACTORSD THE RESPONSIBILITYCTENGINEER THE SPECIFICATIONS OR APPLICABLE CODES, ITIS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEERS RECORD IN BLECO CODES, PERENNIAL/ GROUND 1 V I ����� �.,�LANTI "ETAIL WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE JI - ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN -- FULL NFORMAN WITH LOCAL REGULATION AND ODE NOT TO SCALE. f ' / ///J�J i " -1 O V .�� / / / \✓�..v / / J /, f /1" / //All/ >C) ZZ /f// ,�% ,,, I 11 / i --O �` TJ w �zwQw a ////�///w AI y = -- - _ _ i 'll / �, f „��. _ ._,_._ � � o ' T a c� r , �, .: - " ., _ H in % P4 ,' ! ." .. _ ^'>"`""1111 r , 3 m 1 ! j/ ,r �`` \ �4 r ... ,�:, r < / // �� - - _. 11 ;°f %, _�1-1 r: ; "� T f &` o /, _ f/ ,� / f �"- :. `:" °1111 ,`� � � __ a. xa / I'llr- - . _- 711 - 1111:, q w w " , :� PROP FH �` \. \_ m z C„ p - �fi /, _ID , ° TzY�w 8. i i �� A - - (( �> s vv �azaz r J, e Z, 4 �\ \ u, \" o m o w t r :. l�r ��< ��" y' a o / , > r /`> e I 1�11 '\­"\\, I I 1-1/1 /11 1, 1, ! ri I a I ® xN > _... - "I 11 I'll F.All I > "" i/ ; ® / MAJOR TENANT F \ :, '.'� o ; -, ,11 1 ;1/f _ ;, aI U11 fr D T v`\ ,�, „ � fes-, - ',!„, , I �: A,1�,�, -1-111_..-._. , < . ` /r :° B82 SEATS 1 v , .r > ._ "" , / \„ ;~ " :' ; 33,215 SF REsr `;;< �y. 7 .11 t, f ^,,,.r,.. / r�% _ BLDG. 1700 .. ,,', ',., '4'j "\\ �Cr-+ ^�+. l! 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J I; ., me .r: , \\ K r D C s _ W 23-00 .5c D �:� r •15 24.00 23.60 \ �� r-_ 1 I 11 _ ��.. ��� r 1Lo� D �� D D \REVISIONS 11 ,r \ // �` . `� \ ( j ' I < Fj , �� p D A` " 4 `& REV DATE COMMENT BY ,' BLDG 30 - 0 \\ \`?r \ PER COUNTY ' �, � I % ; 86,0051Sfo P F � LA ` \ \ ®. 1 7/16/15 CRH P l ��4 , 1 1% y ® � PRO H 4 „ , - Vw\, 3 / COMMENTS R P. FH \ 11 �,--' f e I�� =416.50 DGS1vv, f 2 8/27,15 OR APPROVAL FFE Lle"- - _ I �\ / / � � ' � t � _ n '"�'# 4,388 SF i;'>.°\;\ \\ `, �`»\ * � 149iNOR SITE PLAN /111 A FE=414.65 \ 3 10/1!15 DRH \,. ,' j'` -qD \ \ SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" _ AMENDN?ENT 1 ; \ \ I 11 y T - ;;', - - 4 11120/15 LETTER OF REVISION 1 i , „,I MAJOR TENANT G ,,\ �- ON DRH , \ \ I- �1! r.% cc ! it I �' 11 SPRINKLERED -_ �a \�, fr No No I j _ j -I-- 4 ; ° D p : ', a,PARKINGI I I �-1 � BLDG. 800 -I- PROP. FHPARKING i "' MINI r, .,.- `v ti � `, NC I 5 1!29/16 ANfENUMENI II H DRH P C 1 l D �, y {� �, ORPARKING I I �/ . r, / 19;200 SF - BLDG. 1900 �, ? „� __ i OR 6 2/12/16 LETTER OF REVISION aRa; 11 \\ v :""-::::-11"11., _ �, t.v v' :z STANDING STANDING r I i ±,1 FEE -416.5011 - o �s 9,949 SF L �y\,; v..` ; I - - --- - �,.. �i ;<"' - --- - �� �,`. `,:. ,- , FIRE LANE FIRE LANE ( FIRE LANE I �� �� f „.; - - - - ::.; =416.50 \'V` � v : 1 7 5/25/16 AML=NDMEN T III rDRH �:.' N h I , ' OO ,,,. yA ��� yw i AMENDIV?F_P.T III - Ui .. �, - °; �, V v\e ; $ 6' 1°6 Fol<aP ' 3 PR VAL DRH �, " "^" D I�I�Iq - v Aa Ai yvv - -I i III - MA PROP. FH c�:'�j / O I , �r I III ,:. JOR TENANT D y, D v�y �� \\1 LInSPRINKLERED ? ,T ,<,. I I I A y - ;:: i ,,,. < <,.; MAJOR TENANT F C �� b ® BLDG. 2000 �v \v y ' (., v v 4_1STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO E , 1 '' S`PRIj�JKLERED 14,104 SF �\ ?.�, ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO t <3 - v��,vv\ �� 'y ` THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN P € - ';-'",,,,,:;:' a"°,., FEE -418.50 G MOUNTED BACK MOUNTED ED PERPENDICULAR r $LDG. 700 -- ,, y f f l I , j t ! D _ 00 � ''e, L. \`t 11 PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURBING OR T1 I i _111-111,9,723 SF n - \ \ , CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. Ir _ END OF PAINTED AREA. END OF PAINTED AREA. [,t ; 1 ! FEE=418.50 p p D ------------- ® , v 1 "�j-' j 1�C=tYJl - --------V3T 3 e { SHOPS PROP. FH PROP. FH y}, - 7 1 -� °�.� HQ�--,-- `� `N 3�, VTs ` i THE FOLLOWING STATES REQUIRE NOTIFICATION BY +� y�PRLNKL.FRE ® ' 1 € q:. `, ,\ �'`' SIGNAGE SPECIFICATIONS EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO i ! . "` 1 � . SPRI KLIER�D \ ti%�1 \ ' DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. I. € 5';, �1 t 1. METAL CONSTRUCTION, 12"x18". I !� `',,>,- „ "111/„1 ^'; LDG. 2200 4144. ?,'' „_,_ ,-` 5 ,,11:3 'fie„ (IN VIRGINIA, MARYLAND. AND DELAWARE8i1 (F.' --� . , >; �< BL7G. 900E ALS Ira `,e, --- BL G ) t ! WV 1-800-245-4848) � i BLDG. 2300 7 008 SF T. D ,1,� , ', < . _'' . € - I ',PA 1-800-242-1776) I , `,,,,, �� ; ; �-'m 6s , 1, 34 ,,,, , ;,', 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM 'T vA i-aoo-ss2aoo� I'" 2 052 SF h �< ;°,+., y - -7e 121672 SF € I ; STRIP AROUND ENTIRE OUTER ) (MD 800 257-7777) IDE 1-800-282-8555) 11 I /" I I FE -420.50 SPRINKLEREb�. 41' - I FE" )" FEE=420.40 s x° .,a �_""117' '� € 1 FFA -4 0.5 ,lrT<<, 1 EDGE OF SIGN. 11 , 1 'I BLDG.1200 r �,% �� < _,� __ z ��� = 7,551 SF ' :°;' ,-":> . - € � {�� C I Ili,;,! � , 3. LETTERING ON SIGN TO BE. NO PARKING OR STANDING FIRE LANE". D 1,r� ° BL GI 100q,. �'r �, APP F17� 111' �° - f'yl, € € D, ® .'1 FFE=422.50 �' aklw �, 4. LETTERING SIZE TO BE AS FOLLOWS: ,, I ��,.w.-_w.��w_ A �_ �; j ; 7 7$ sF �X � ;:�, C®! STRUCT1C�N -; I ` % 1 #w.._.., _1.11.1- _. 1111. 1111_.. _`_ , ,.,, = ,„ 0.06 „ �a, A. NO PARKIN W_ T}; ; �� e/ FF 22.6, V5 �v G AND STANDING -z". Ana ",,"] a Jz ,""i, C._"'.'.'si "_." ".�,°.'u J, L. , .oa '� ., v:. ' I �t�e. ®R 1' v12200 i <,..;.° "/ _�_ �� T 2 1!2". DRAWN BY: JLP!CBC �. x,, C EIRE LANE - - n, ` C D. ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND 2" DEEP. i I ��\ ®� �I A \ �� CHECKED 8Y: DRH __. „� ,. D D �' PA�1JL Y Y �� �l t` lJ DATE: 02/20/,5 _ _ 6 ,.. w._ D D D D D D D :v C, , �4 1A a A� \ I c t', 5. SIGNS ARE TO BE MOUNTED 6' FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE SCALE _-1111-r _ I t , N" A ``) `'� DIRECTED BY THE FIRE OFFICIAL. 1 - s; ; \ �« :m .. .< .... m , n . M �.� _, , -1111. . _ . it r; t i ..., 7 _.� A `� \v, 1111 _- ° � _. � � -"- -- - - .�. 1111... aFP 6 @, I �' "" . �,, 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN .-� ( I ( I ( _ _::` ��...m; �,x Ldp AV y\ ,V-,, \� .,_J !_-..-_ -- �' �-�.,, w : ' -. Ao. PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS PROJECT: _- I _.; 0 I j `L, ', I\, �� \ SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. - - ___ ! - MIN') - R1 ,_ i " 11 ' I ?; `\ �'' p� �, .. � - 1, wap __. a) lw*' . �'� �, ». , p.. ) . ..,.,.,%! n"_'TpV" �'.,„„,,,,.,...✓: r dl%TSrt,^.w .�..„1111. .Ib»,w .,f. .. l d s_,.,. A POP,'wµ..,...,.«.,..,,..:.., - _ - .. .,..,, __ 1111.._ ,.,.... B D QO i % - , j/ /. OTHER SPECIAL SIGNS MAY BE ALL (L - _ 1111 ; '�..� �,T / .._,i'. 1111 .. Jt .,_ 1111, _ i, n , �__..... _._ €1111... _ - .. ._ _ -.,� " _. � __ �, `\ �,�, ,., _ �NEC� !F APPR, VF=D IP! ADVANCE BY THE FIRE OFFIC3AL.. I � Tv, 11,-11, �_..�- f l I .. 1 0 F �. ., a -_ --- - - -- ---- - - �° v �, -- ` (.- 1111... 1111.. _.. ...-,.._..... I ,.�\ \ \\ ��\ :.,��',:,i \ � / ......... ......._. _._.._.... 1111 _._-.. ....._....... _.- 1111 __...,.._ p. 1111.__ ,., 1111.. ...._.... .. --, ... .. ,1111'- , \,' --11 ! . .....F.. - _1 __ I. 1 _ ..........--.-- ° - - ,; vy ` � t ___ 1 J"i t`'.. f '---_'i-----1111 .-__.-_..._._.._ 1111 -A .............._ .._-'--"I _-.,....._.�......,..-1111 ......_.._____.._. 1111... .. '`��� \' ",. ?'��T'l - I.. ` } I 11 \, c, r _.�.-.:.: 1111.-. .: ....., 1111 - .. .. 1111._ �. _.,... -_ J r }.. I ; I 1 i pIral l I _"' \,'\ �, .� `\ �' v"\ : „- 1111 , .. .....I.. 1111.:.-„ II -;; Z,,, , .,,........ .......... ... 1111.. 1111.«...�,�....:...,..�. 1111 .l ...,..:.�... ....,... 1111 1111.. 1111 .,....... „„ 7 1 � i I L 1111... ___F _ _ I 1111. , J _ \ tt . -„.. ........ ............-..- % " -N 11.1 __ `i 1 1 1111_. +_ \ .^..^^^y,: / "":.'1, %. .,, \\ -__ _.- , _j ....�N. .. ___ , ,�,_m. --" 1111. ,.,„„::� . _-;:.�.. STREET yy +,A I-- 1111 l ,._...,.Jj 1111 ^� ,..-.._.....,- ; ® - ���"y\'� \ ''\''. , I_- - __.-1111_ .__.....- .. 1111. .-1111,1111. 11,, -.._..-. ... .,........, 1111.._. --1111 ... __ .-.,.... ....-- -. I __ I ( _1 _ (.. __. _ 1 : __. L . t _ , � � 1111.. -: -,_ _ . _�. _�.� �_ _., 1111 __. 7� {-� ,........... _- 1111._ -___ ... .,....,. _, ., _d+............ 1111. , .._....... -1- __ ...__..._. ..,- _ 1111.. ,. ... .. 1111-.. I `✓ ii'� OVERALL __.._ _-. .. .....__-_ _. __....._..... _- _- _„_-1111... 1111.. \, _ s, 1111 t t`,,i., \\ 11 NOT TO SCALE _.___.. -._ _. -_ __.--__.-,..__..__ ___._....___-_-.- r' 6 -- _ \ �" --_.-1111 _. _. _ I .. 1111 - - \'', 'we m:...... ,�._._.,_:. 1111:. 1 �„�. - w,„ � _�,. � �,� �\\, PHASE I } L.._.....,, - ............. _.....,..I. I....._.... %°, � 1111_,_--_-- ����_-.�_.�:,.._.,_,_...__.__----�-_-____�_._�___-__--,_�.�_.,_..,_.--.._._w. f ) € _ L \ ' _ 1111 _._ _,_.____ .- w 1111 _-._ _ , } I _. 1111__; 1.11...1.._ y..._.... _ __ ,) \ 1111 1111... -. h .___.._,.._... _-.- _1111._ ,111.1. -,_,...,,,_.- ._ _.. f 1 _ _ „ m.,._.11 1 J. L._ � } f l- I I ,1111_.. 1 .,._,".. ��,.,, -_.. _. , 11 _ \ / ,, I: ,•-- 1111.._. ..�.. ._ _'-._,,:,,,.,-,�,,;;+ .-......:_««_,::., (._ _ „__ _._ ,-....111.1__ ,.,�,�„_,.„_ , _.. _.a 111.1111.. � ' __ (r 1 I � -- __.._r.". __ 1 ! (€Y I @ 1111..-. 1111.. - - "L f', \\ .(0(_ - _ . E' r \ i s 1111.---.. ,'+,wmmm _J .......... ........_ �- .i...., -__...._.... \ _ \,».�_._.-.> 1111 .1111.._ ; ''44 \ .l„/*�. \$ 1111. , /)O NORTH OF 1-6 c> STT J 1111., __.___J______ _ 7 r _T _ _ _BETWEEN 11 1 - 1111_- �____ _ _.___.. -1111_ _ _1_,_ _ ... _ _. _ �_ �_. �' L._._.... -. 1111.- _ 1111 1111._ 1, \, �,TTRT AN�i ... _ _ _ _ 11 I I 1 , � - _. ._ .-1111 : ... .. I � .._...,�. ,-..-1111. ,� 1111 _ 1.1.. _ _-.. _...I, 1111 .. , FI ( ) - - - w ;�,P-Iw.,,, ... -- ( r . _ 111_1_ __ M _� 1.c ', ,:s \\ AVON STREET EXTENDED -- ._. ___- __-1.11, - __ _. ,--- I _ - � ... i _ _ _ - , . _ _ ... - ._ .._... .� _- -._.d .. -- .........: ........ �. �: ' _ � � ::.> 1111 :\ \ Cl ; SCC7TTSVILLE MAGISTERIAL ,.. I ....,. P W9: 1 / , 4 � )a. . : , a�.,.� m. -011-0 ..., ' _ _ <,, , ALBENlA l qi \ . l r ..,u 1111 - _ u ,� _E COUNTY, .a, (�� r,., a., ( a.. .. 1�ix., a, � 'k ..aa t sa,: �1 a° P b au r. - „._. 1111.,. ��... >-111,1 R A �,. ,, _ I,y » � � �' � , RB (PA ACE) OR EDGE OF PAVEMENT (S"TRIPiNG) ....�., . 1111 1111 -_ - - »._ 1111 ,, .. _ - Iv w� Lv ry w ) T :: IT .- „+ :.. _ . �; _ v :,,A �, `', . --- t i p �°,....- � _ - I - - _ _ -, 1111_ .... _ .1' vi .. A ,' / WEA WAY` �� -- 11A -9 -. � ' , , 411:1 S �L .,s 12., r r < 1111 ., 1111. 5'tC ,. .,, :: ,, ,. ,x , /, .-,. mii"1:1:11. .,, ' , - .. ...- - 11'11 ... ., :, , 1111. : _ ,. , 1111BOHLER 1111..,-°„ 1111 >,a.,,, `., 1111, 1:11.1 ,. \�,` ` MIN. `� _ ,.. .. 1111...» .,....,.....__.., 111:1._, . ......... .._...... ......... . , 1111 ; `i�, __ .-1111 � 2 .., �.. , .3, , ; . � it ;; 'ti;� D r ., n _. _ _ 1111_. _-- , __-- _ _-_ _ 1111 _ _, .. _-. - - --- - R .. _.. � 1111 ,. s .. , ..< , , ,. t 2 i. :.,. __.^� ., .. ., .,. s ,., ..' , -1111., , ._ ., 1111 ,< .. ., 11111 ... �. .; : 4141 , ._ r �,<_ <� 1111 „ Al�,, �, ,; _ ,:.. �1110 3' 1111 _ ; , ___...... .t 1111_.-___ _'- J „,.,- ` \ \, I F!LANEMIN. 11 --- ­_­ .... I �I .. 1- y v v8 LACK ,j I 1111 IA\�\,\, \-,\,\ any 1z" 2 B WELL PARK LANE, SUITE 201 _------ � �_WARRENTON. VIRGINIA 20186 M N - ' Tp \ ! 1111_ _.�- ; l ,_.._. A\ ,V"�, -YELLOW STRIPING ISLE NOTE #3 BELOW FOR TYPICAL WIDTH) Phone: (540) 349-4500 F 540)349-0321 t AJOR TENANT E '� , -0-0-0.8®ieler�ng n��ri g.c®rn C -- I _. -� - --I MAJOR TENANT D -'� �'t .01 1111 _ .._ .. f I SPRINKLERED 10 ` , MAJOR TENANT B SPBLLDGI 500 © \ \ i ( I �) MAJOOR TENANT C BLDG_ 400 i) ,A , __ I __ _ [, 1, °� ` '�v `v PITH . I SPRINKLERED 34,300 SF 1� �/S" ` 18,020 SF ! ' 11 , -;': SPRINKLERED f��A ,. _ __ 11 - , L. ,. � BLDG. 300 FFE=424, FEE -422.00 _ t , %,,\ i - , - -. I - BLDG. 200 08 !; II ` ,11 _..- l.� 50,512 ��SF -%I .. I 49,790 SF I' __ y �y :. II FFE=426.67 '�� `�� i - -- - I _.. _ FEE=426.67 TI< �k,,`„' / -, II Ir� - - h) L NOTES: _ L N 043176 DANIEL R NE 4 i ; I: \ s,: �` I 4{" - :o \ \\/ 1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE_ LANE SIGNS. IC. 0.tf�e - -- j IIt j JI 1111. „' S2 T ` \ \ A C \ °mom P1 44- w\ \`', a 2 LETTERING SIZE SHALL BE 12" IN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAI CI�O�ii 1.1.1.4 ; (, I PROP. FH a ( NTED CURB AND op_ � 6 kk j (IL....._.._ it STRIPING. I - I r--- - i+ 1\ (w L D I I 1111__ ° „' - y ,\ - !! ;*a 4"0 N AL r- " ' II �_: : I I1T 68.60 69roU ` 00,00 60.50 6160 `� 00 t !I ' €I-1111__ a.cc W 3100 C W W W U� 2. / h^ `\ ` 3. STRIPING SHALL BE AS FOLLOWS: --,-� `, ? ---- • 4" WIDE 5. RIPiNG FOR CURB AND GU TE. : PAVEMENT LOCA. �D 3' FROM THE EDGE_ OF THE URB j ! h OUB a.oc W 3130 o W s:6o� 1',,, \'. ALONG WITH THE CURB FACE AND TOP PAINTED. 4111, \, ,J „ 1111__-_. 1111.--. / ,, _ w .. "' - - - - --- \ � PROP. FH „L, >. .. .y:, 1,, 4 \ ,. E I SHEET TITLE _ -�, B f , • 6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED 3' FROM `DQE CP 1111., ._. 1111 ,� -1111_ t4lu i I I I I I I I I I I �, I 0 � � I � I I �r s: f" \ , \ \ PAVEMENT AND ALONG THE EDGE OF PAVEMENT ! ',,, \ F' ;' I'' ` ---i,'` - rr '' .._tom: ;�.'.I_.. G :s�� ..;, ��ri� : A' !. \\ \ ''4a, ,\`\ i - ^, I _ 1J r f, € ` \ \" \ ,, '_, PROP. FH 1 a. , T >= \ t< T> f ,\,. 4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL S , RIPING AND LETTERING. �' ........._ _.....-- uUL �,. �,:���V", 1 •AIN r, %,__a .. �r r \\ �._..._ - _-11--11 ' -- oft"071�q-' - !�s� I i r . _ ✓'r - -1111_._ ---._ - __ _-- . ---- ----- r ,. \� v A\� °'v �. 1 1 I (, - rf---- -�/ N--- -W fr. -1✓ v:v� �. .. 1_...L-_--1.-��_. I I i !11i ; 1 „ ��- j i �:�' ' �'._. O - J-_..., , , I 6 - "\ 11»1"1_ :».., I ,,_. 1 L J - po� + .l I ' i € ,�„�- SHEET NUMBER: : .- GENERALNOTE: 1111_ -.-- a�o za o ao I , I ";,/ 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 -!, FIRE LANE E LA it O 'iJ T AND D .L\ i`ARKI.i `l.' �lJ S THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRAC T OR,'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN IIiiiiiiaM4 WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE j/ III I % 1 'M' 80, NOT TO SQ,AL.E ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN II '' 1.�::., 1111 I� f —C r I 1� mlE,..._ 4 FJI , j/ ,J-, / 4/ �. ACCEPTANLEIOF FNLLN EEPONS BILINNBY IHECIONTW,Gi0Ri0 ORKA55EFINE50YiHEl / /� �I (TIS Y p ( / I 1 I 1- P Ell, d l l 4111�� l t , - _ jg xg \,;, A I =� , I I, ,r I 1 _ - _ v ^ J I I / r i s � � `. '� �:. ;Y•%" _"_. \ :,.. ���, � ��, ,"4,11'1 ' 5 � 4 f qp `\,. � r / • „sa, . r.'c� .,.,•Y \`_ , r1 D �' ,' ,,',t`/,"' ', /d 4^' ^ i r� 0-0 h �� ® /.' -P� f '� 00.E / .f;•';%r; r 4 +6' n A I _ - . rti f. S ' ' 1 � / 1➢t u1 3 u z g==1'so f r, w j e Ru3 z a z oac2 s a R, z z. H *� 1q f _ E.s \ H 5 o L REVISIONS REV DATE COMMENT BY _ 4 1 ]/16115 PER COUNTY COMMENTS DRH '➢ ` {� ! \ 2 -7115 FOR APPROVAL DRH MINORSITE, PLAN 3 1011115 AMENDMENTI DRH '4T9pW 4 11/20/15 LETTER OF REVISION DRH -k'�j'�i 5 1/29/16 AMENDMENTII DRH 6 2112/16 LETTER OF REVISION DRH / pp 7 5125/16 AMENDMENT III DRH AMENDMENT III p R 5 8 6130/16 DRH FOR APPROVAL ,.:;,�J�//� ;j I( "LL I I" DSTURO"'T'IEI REQUIRE NOTIFI-DON BY DTEOE4 =T `B1RFACEANYWH RE NRe E—NINT ENSTATE. (IN VIRGINIA, MARYLAND AND DELAWARE 811) ' IWC taco -2a5-1 800 (BA 1-0-1776) DE (Vn , 9oosss Yoott lluo t in( (DE t 6b51 eo s, -Y eo APPROVED FOR �� " CONSTRUCTION PROJECT/JLPICE 1 / DRAW . N C CHECKED JLP/CBBP DRH DATE: 02/20/15 SCALE'. 1"=120' CAD I. D.'. ES6 jl PROJECT', MINOR SITE PLAN AMENDMENT III rcnR 5TH STREET STATION OVERALL PHASE III LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL f��_`� � / / ' 3' \,,. � ( ; � I -'tf "��'�'''• � � � ALBEMARLE COUNTY, VA BOHLER KNOINE RRIN G VIRGINIA UNIFORM CODING SYSTEM VIRGINIAI UNIFORM COII?'ND SYSTEM L SUITE 201 28 BLACKWELL PARK ANE, FOR EROSION AND SEDIMENT CONTROL PRACTICES FOR EROSION AND SEDIMENT CONTROL PRACTICES WARRENTON, VIRGINIA 20186 .L_ "0/@•' �.�._ _,� _ \�'.t Op rP�. !p //\//}/��/!// _I �' KEY" SYMI3flI Phone: �640)aa 321 ° KEY TITLE ,BohlerEngineering com Al III ij/ .0 0" SAFEN FENGE SAF 3.14 TEMPORARYSEOIMENTBA6IN SB.. TEMPOWIRI'STONE V DANIEL \, \\, {� l• j / �/' y , 'I 9oz CONSTRUCTION ENTRANCE CE CE 31a OTTIFPROTECTION QP / 1 \'"�.\ \ = ajt- R. HINES Lic. No. 043176 �. —�� 6/30/16 SILT FENCE (WIRE I �. RESUPPORTED I SSF 325 OCKCHECK OPM6 ONALE�6 ✓ � � ql R SHEET TITLE: NOTES:305 SILTFENCE ,SF—%—X—Yr— 331 TEMPORARYSEEDING T,S TS ®' ERAL1L 1,i�' ��1�• l - ,/ 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE ❑ ❑ EROSION ON 7A D \_a,a i I! 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N------------- tII REVISIONS REV DATE COMMENT BY 1 7/16115 PER COUNTY COMMENTS DRH 2 8/27115 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 URH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENTIII DRH 8 6/30/16 AMENDMENT111 FOR APPROVAL URH iA STT 1� �Nl 'PROP ROW PPROVED FOR .... . . ------ CONSTRUCTION NE,2 NPROJECT No.: V122001 DRAWN BY: JLP/CBC Q 0.85 CHEKED BY: DRH PS DATE: 02/20/15 =40' SCALE: IES6 ICAD I. D.: PROJECT IIMINOR NS I2 SITE PLAN MAJOR TENANT F BLDG.1500 IAMENDMENT111 782 SEATS ^.6 33,215 SF FOR FFE=415.00 IIS5TH STREET fNREST. t0.12 IPHASE II STATION OVERALL `N�N AkrA:O�07 7 IIT AREA: 0. 31 LOCATION OF SITE I"ROP. R.OW. 00 ROP. NORTH OF 1-64 BETWEEN 5TH STREET AND I $LDG. 1400 A62M 1-14 21 r$TRI A AVON STREET EXTENDED C 0 65 13,514 SF FFE=415.00 NSCOTTSVILLE MAGISTERIAL 4 ALBEMARLE COUNTY, VA HOPS BLDG. UtfQ-- A T I 1A E ION FFE=414.67 ISIM IqTRA IV Nv ........... . 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I . . 11 � I . I . I I I , . I I �, � � I I . I . I I I I � 4 1 0 210 110 0 40 I-, - I I I . I - � . . , � I . I . I I 9=1 "W" - OF . . . I I . I kt§&� I I . � I . . - � � . 1 V=40' I. . . . . . . . . . . . . . . . ... . ....... . r6m) p ----------- N J890965 I0 II -------------- . . ....... IIII- ------------------------------ II�Fl- 000000, I777! i Ole ........ .. ------ ...... 2 -38, I------------- lz- r ------------ III ----------------IV, PT�v LAIJDF51-L POND APPROVED FOR Cj" ICONSTRUCTION IN J,111151 PROJECT No,: V122001 DRAWN BY: JLP/CBC ICHECKED BY: DRH 4 4" � DATE: 02/20/15 SCALE: =407 AD 1, D,: ES6 Is 71, il R A 42 z PROJECT: IINDMENT III - ---------- FOR PRO AME SITE PLAN MINOR -VE D IDIS IAR' R,2 i -14 5TH STREET I. ........... IISTATION OVERALL .... .. . --- 6 ASE 11 - ------- -- IPH IIILOCATION OF SITE NORTH OF 1-64 BETWEEN �EA r7l AVO I STREET EXTENDED SCOTTSVILLE MAGISTERIAL ------------- 40 ALBEMARLE COUNTY, VA Iu ------------------ - - - - - - - - -- /po#' !N 1 IV 7, I-------------------------- TYZA?. o T� LIN111'S OF --:::Z, VA pV II -4 -------------------- -T 4 -Z LM I94 rl:512 ---------- 444 148 50,14 III------------- 10------ &AAA ----------- 4CO I.... .... .. <7 - - ------------ -------------- ----------- ----- -------- -------------------------- --------------- DANIEL R. H . ... ... IN" ------------------ -------- -------------------- ---------- ------------ 9;0c) ----------- ------------------ -------------- ------------- ------- --------- INTERSTA Lic. No. 043, TE 64' . ........... . . . ... ....... ---------- 6/30/16 4,0 2,0 1,0 40 111=40' rSHEET �TITLENOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2, SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL LEGEND, THIS SHEET IS FOR REFERENCE 05"LY. NO CHANGES ARE PROPOSED WITH GENERALNOTE: THIS SITE PLAN. 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 NL FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. -d REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 I MINOR SITE PLAN AMENDMENT1 DRH 4 11/20115 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENTIII DRH 8 6/30/16 AMENDMENTIII FOR APPROVAL DRH _____ - - - ______ _____ - - - - -1 I ---- ---- -­ _________,_.,________.______ ------ I i I I . ____ ---------------- . ____ _________ ------- , ___ --------, _,____,____ -------,---------- -_ ___ - ___ - - - I I . � I I . I ___ - - , i 1 , MINIS', , , , � 10,151, 11 mmmmpc=mmmm2mmmmm= mmmmmmmmm--R- I � �; m , � \ \ I \ I I \ 1 , - I��� \ I, I I - iI ", IN N \ I I \ 11 && \ I\ IN \ I ,,, -IS I 1� ", ,',,,'� I . , iiK k I, � \ I 11 11 I 1, " , 1:1. 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I \ i N\\ ...... __ ...... ....... � ....... . ........... ........ __ ..... . .......... � .. .. I _­ N I I ivllll // COUNTY TMF 77EI-lC % , ( . \ 11/fl, � 6 9- i / I, I " I ---,----,---,---------"--,-----"----------, � I 11 1, %, " I, . . __ / A� I` I I -111, --------------------- / -�, 1) 'i,I, \ Q DANIEL R. HINES Lp �l NIF A VON S TREE T 11 � ,I " � 1 j /' I I, -, I , ) 11, ,\, 1 5� 1 I-- � / 11 . t\\, IN`,t ; 1, / " ,,, �/ I (__ --,,N, I '� // ",'I I I I I I ,_I,zl�� I ,I "__-, /4� ........ . .. . ___'__,_..,_ ... - ........... � ..... � " \ i � �O �A% V Ili\ i�, If , /,"', , " _Z_ BUSINESS CENTER 1, . 1 1 1 I ------- � __ r � I oa Lic. No. 043176 .1 I �55 / " 1, f � ; /I I f i I I --�-,----------,------".-"-,---,--.----"-�-,--,-,.,-,--"---,-"""", I / ,_1 I I I , m / ___ --.-- - i, t 4 . I t I 1 1 ! 11 , ( i � , � y4l�llllll /11 USE: WAREHOUSE,-- ,I I I � 11 � , / 11,111"R / ! 1"I i'! i � li I i' I � I i w I i i I I I! � 11 6/30/16 " � I I , "' f i : I i I " ; I I Il ____l 1, I , I . I i I I t _; I I I t i � 71- - . Y" I I I 1'� I 11,1113 DB 61.1-480 lfl_�l t "'i"ll 11 "___________ _____ , 484 PLA 7N I ,,,, i ; ,I.;! I I I 1_�_ 11 "I I I I I ' I - F�lsfllll ��11�151'11 -, " t i t ! v ty . N It . I " III' , I I I i I I rill, � I \I 1 I! I 11 I'm I I 1, I i � � ; ' - I I I k __ I . I-, fl, , ..l______ ­___l_________ ............ _______________,___,_ . ................ � . . ..... ­­­._____l_lll___l­I I i \ III, I I t I �� � / -1 ,T�­ - - - ------------ _­______­ - ------ ­___ ------ 1.1--l-- � --,--,-L---.-.-,---,.1.1------------.-,-.'I ..... ... ___ ..... ____._.__________­ ,;:�­'___ % I ! 1 " \� __ m5i`� % . I : NAL, � ­�__::�__­___ , I � .1-4, . ........... . - I ��& _lj l__-- ­l_ p I I 1W I ! I \ I -V,wv �iAll_ll ! I I I! I i L 11 \ i i * N'll I I I i 101,1�11 I I i I I I 1: % I I ; I 1 11 '711U � I � I I ; I i I I I . . I i Kl , �, 11 � I I . I 31"If i I I I f � 1 1 � I,, I I i � f I i , - , 1, I 1 1 1 U I I i t �1'1.111_1 I i I i I I I 11 � � I . I � � ,� , � 11 iIll-, I ? � i I, ,11­�,'A . I I � � I , - - ; p I � ; P, 1`11-1, i � I I �; ! !! ; 1 I I -1111, ! f i 1 ! 1, . I \ 101111111 r I i I . . I . . . . . � 1 1 I . 11112 � I - . I / , Nl_ I I I j 1 1 M,tgg __ ,_____________________ - - - --- 1 , i N, ""'N " I I-, I 1 I IUT� i : � : I ! � , I I ! ; i , i i 1 I! � ; I \ � ; i I ; . 11 ! / U,2 � 1 I d i 10 � I ; IN I I � . i I i � I � li I I f-111 i�y�,l . i i I I � I 1 1 � I - I I I I ! ,,, ; i \ \ I I i p . I t i i I ; I I I f ; I il " I i I i I I \ I I I I 001 � I I 31,111.1 I � i / I I (70� i . j " ; I � � I i; iNRImIll � I I I f i i II 1, I ��, iD I i I ; ( i N __ I I I I I I ps I . I I'll I i : � i I , ---,, � p, G 0i i 1 r, ; I \ \, I I I , , � I I . � I i _c) � I " ; ") 1 1 ' . / i I -� \A SP ' I L I I I ; I I I � , r .1 ! I 0 i i I 11 / � i i k�4p- I I I I ; I j I i i . _ i I j � f I i _.---______J 1 1 1 5 i � � � I . . I I I I . I I I � . I . I NOTES: I 1 4 1 0 2�O 110 0 40 THIS SHEET IS FOR REFERENCE ONLY. � 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. I - . . 1 2. SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL LEGEND. V=40' I I I I , , I "kil j 01 GENERAL NOTE. I . � ­ 1! i: ��:: !I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NU UHAN(31=6 AKE FKUHU6LU VVI 1H � %L4 1 ", ,�'_J, ._L..r--r_'­- ,,`,,,,��":��,:` ,�,"-� 1,�� , ,��,`, I _�� ",I ... .. . '��v ,,:� 1 "I-5; 1 "I I I � I ; ;�_­ i WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO I . I � . : , 6" _,,` THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN I I I . ­­ I I - 11.11. I ­­.. . 111-1- - I ","Ill""Ill I I �� I�, ; WR171NG PRIORTOTHE START CP CONSTRUCTION. FAILURE BYTHE CONTRACTORTO NOTIFYTHE PROJECT ENGINEER SHALL CONSTITUTE THIS SITE PLAN. I I ""', ,11 . v__ I I - "I , Y ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BYTHE DRAWINGSAND IN � I I I I I .1. ,. � I . 11 I . I I _",", 1% FULL,QFORMAN�Z "2�Al_ REGULATIONS AND CODES. 1� I . I c I __ I I � I I . . � . I I I � I I . . .. . . - I . . I � I � . . . I I I I I I - I I SEE 1 1/2"X 1 1/2"X3/16" JAMB DETAIL AT RIGHTMETAL 12 ANGLE DIAGONAL BRACE REFLECTIVE ALUMINUM JAMB DETAIL U INUM LEGEND AND BORDER GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - PARKING WHITE CEMENT PLASTER CROWN TYPICAL AT ALL ADA SPACES NEENAH FOUNDRY COMPANY18 GA. CLEANED, PRIMED 8'-0" FROM F.F. ELEV. R-4999-HXTY } ;,:,� ..- PE D THIS SIGN TYPICAL ATALL:VAN &PAINTED METAL GATE:' BOLTED TRANVERSE DRAINAGE oP ACCESSIBLE PARKING SPACES PAINT INSIDE TO MATCH R EQUAL)BLDG.- E BOX RIB) ) _ iv .4 VAN EPDXY PAINT ., 12 -0 8 3/4 OPENING FOR TILE r � ( > � I ACCESSIBLE I �r PROP. -- I A rCONCRETE PENALTY SIGN WITH WORDING SINGLE REQUIRED BY li 8 KNOCK -OUT BLOCK �i Q STATE OR LOO I SIDEWALK AL LAW I W/ CONT. #5 H ORIZ I it #5 BARS �. VERTICAL I I 0 I I —2 ROWS ALTS RNATING 4 X 4 GALVANIZED U CHANNEL POST I \ i I I BLACK &WHITE CER TILES i `z I i LL P 4 DIA: SCH. 40 GALVANIZED STEEL PIPE 8 EACH SIDE OF TILE ' o BOLLARD PAINTED OSHA YE 1 - YELLOW FILLED k , w -I � 2 O WITH CONCRETE --=r - . W/ 3/4" PLASTERJBEADS _ O C+ » C9 1=:1, 1 CG -6 PROP. :. , . : m w a I. O - t- E- o _ U) ih C> w »" 7TH . PAINT CONCRETE BLACK AFTER K P.C.C. SLAB F 3 „ CURING AT ASPHALT LOCATIONS WALL FTG. BEYOND „ -0 • 1 0 _ W/6"X6-10/1 0 PROP. EP O,. )SEE SECTIN .AI PAVEMENT SURFACE M ON 6 AGG REVISIONS REV CONCRETE ENCASEMENT NT RRE QUIRED WHERE COMMENT BY 1/2,DIA:X 8 BARREL BOLT LOCK ONE GATE 7/16/15 PER COUNTY COMMENTS CLEARANCE BETWEEN SANITARY SEWERP IPE 2 8/27/15 FOR APPROVAL DRH iv AND WATER " R OR STORM PIPE IS LESS THAN 1 A $ DRH 4 11/20/15 LETTER OF REVISION EITHER H R ABOVE OR BELOW SANITARY SEWER. 5 1/29/16 1,r X 18 GA, METAL DECK DRH EX. WA TER OR 2/12/16 PROVIDE 1" DI - ,r A. 6 .LONG GALV. DRH 7/25/ 5 16 STORM PIPE DRH 8 6/30/16 AMENDM ENT III FOR APPROVAL DRH q - PIPE E4"X EMBEDDED IN CONCRETE C ETE 3X1/4 METAL " EX. WATER R STORM PIPE FOR CAMELOT. FRAME 4 SIDES EA. GATE 0 0 „ 12'-0" 2 PAIR McKINNE Y T4133781 N z HINGES EA. GATE. m CLASS „C„ I_- _ CONCRETE ., — - --- 'EN CASEMENT I _ A 8X8X16 I I� I C.M. U. WALL i � A ' A - A A A � �... 18 GA. PAINTED METAL 6 F. C i SPLIT FACE BLOCK ( 0 a GATE BOX RIB OR TO MATCH BUILDING) ) SANITARY SEWER PIPE ONE LEN LENGTH G EXPANDED METAL ' , '„ MIN. 2 _ 0 0 i 1/2 IA: „ D X12 I 38 DIA. BAR 8"X 2CANE C BOLT A SE CTI C ONAA ON _ _ WELDED TO STEEL ONE GATE TUBE 16” C. C Q_ CONCRETE ENCASEMENT _ O NOT TO SCALE _ . 5"X 5"X 1/4 STEEL TUBE U - w„ W/5„X5X1/4 CAP PLAT E „ ww EMBEDDED 12” INTO FOOTING U SEE 1 1/2"X 1 1/2"X3/16" JAMB DETAIL AT RIGHTMETAL 12 ANGLE DIAGONAL BRACE REFLECTIVE ALUMINUM JAMB DETAIL U INUM LEGEND AND BORDER GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - PARKING WHITE CEMENT PLASTER CROWN TYPICAL AT ALL ADA SPACES NEENAH FOUNDRY COMPANY18 GA. CLEANED, PRIMED 8'-0" FROM F.F. ELEV. R-4999-HXTY } ;,:,� ..- PE D THIS SIGN TYPICAL ATALL:VAN &PAINTED METAL GATE:' BOLTED TRANVERSE DRAINAGE oP ACCESSIBLE PARKING SPACES PAINT INSIDE TO MATCH R EQUAL)BLDG.- E BOX RIB) ) _ iv .4 VAN EPDXY PAINT ., 12 -0 8 3/4 OPENING FOR TILE r � ( > � I ACCESSIBLE I �r PROP. -- I A rCONCRETE PENALTY SIGN WITH WORDING SINGLE REQUIRED BY li 8 KNOCK -OUT BLOCK �i Q STATE OR LOO I SIDEWALK AL LAW I W/ CONT. #5 H ORIZ I it #5 BARS �. VERTICAL I I 0 I I —2 ROWS ALTS RNATING 4 X 4 GALVANIZED U CHANNEL POST I \ i I I BLACK &WHITE CER TILES i `z I i LL P 4 DIA: SCH. 40 GALVANIZED STEEL PIPE 8 EACH SIDE OF TILE ' o BOLLARD PAINTED OSHA YE 1 - YELLOW FILLED k , w -I � 2 O WITH CONCRETE --=r - . W/ 3/4" PLASTERJBEADS _ O C+ » C9 1=:1, 1 CG -6 PROP. :. , . : m w a I. O - t- E- o _ U) ih C> w »" 7TH . PAINT CONCRETE BLACK AFTER K P.C.C. SLAB F 3 „ CURING AT ASPHALT LOCATIONS WALL FTG. BEYOND „ -0 • 1 0 _ W/6"X6-10/1 0 PROP. EP O,. )SEE SECTIN .AI PAVEMENT SURFACE M ON 6 AGG REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH iv 10/1/15 MINOR IT SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDM ENT it DRH 6 2/12/16 LETTER OF REVISION DRH 7/25/ 5 16 AMENDMENT Ii DRH 8 6/30/16 AMENDM ENT III FOR APPROVAL DRH q a n 4 'nr N d SEE 1 1/2"X 1 1/2"X3/16" JAMB DETAIL AT RIGHTMETAL 12 ANGLE DIAGONAL BRACE REFLECTIVE ALUMINUM JAMB DETAIL U INUM LEGEND AND BORDER GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - PARKING WHITE CEMENT PLASTER CROWN TYPICAL AT ALL ADA SPACES NEENAH FOUNDRY COMPANY18 GA. CLEANED, PRIMED 8'-0" FROM F.F. ELEV. R-4999-HXTY } ;,:,� ..- PE D THIS SIGN TYPICAL ATALL:VAN &PAINTED METAL GATE:' BOLTED TRANVERSE DRAINAGE oP ACCESSIBLE PARKING SPACES PAINT INSIDE TO MATCH R EQUAL)BLDG.- E BOX RIB) ) _ iv .4 VAN EPDXY PAINT ., 12 -0 8 3/4 OPENING FOR TILE r � ( > � I ACCESSIBLE I �r PROP. -- I A rCONCRETE PENALTY SIGN WITH WORDING SINGLE REQUIRED BY li 8 KNOCK -OUT BLOCK �i Q STATE OR LOO I SIDEWALK AL LAW I W/ CONT. #5 H ORIZ I it #5 BARS �. VERTICAL I I 0 I I —2 ROWS ALTS RNATING 4 X 4 GALVANIZED U CHANNEL POST I \ i I I BLACK &WHITE CER TILES i `z I i LL P 4 DIA: SCH. 40 GALVANIZED STEEL PIPE 8 EACH SIDE OF TILE ' o BOLLARD PAINTED OSHA YE 1 - YELLOW FILLED k , w -I � 2 O WITH CONCRETE --=r - . W/ 3/4" PLASTERJBEADS _ O C+ » C9 1=:1, 1 CG -6 PROP. :. , . : m w a I. O - t- E- o _ U) ih C> w »" 7TH . PAINT CONCRETE BLACK AFTER K P.C.C. SLAB F 3 „ CURING AT ASPHALT LOCATIONS WALL FTG. BEYOND „ -0 • 1 0 _ W/6"X6-10/1 0 PROP. EP O,. )SEE SECTIN .AI PAVEMENT SURFACE M ON 6 AGG REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR IT SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDM ENT it DRH 6 2/12/16 LETTER OF REVISION DRH 7/25/ 5 16 AMENDMENT Ii DRH 8 6/30/16 AMENDM ENT III FOR APPROVAL DRH 5"X 5"X 1 L 5 /4 STEEL AS SPECIFIED BASE. 7 THK. P.C.PCC. PAD W/ 6X6 10/10 APPROVED FOR PLATE 4000 PSI CONCRETE W.W. 6AGG. BSE & 12WIDE TUBE EMBED D D 12 � o . o CO NST II N SCALE. NOT TO U WINTO FOOTING N SCALEco FTG. AROUND D PERIMETER OF SLAB � b jf I�PROJECT No.: . V122001 ' f DRAWN BY, JLP/CBC _,�e Q CHECKED BY. DRH DATE: FOUNDRY COMPANY R -4990 -HX (TYPE �� 02/20/15 .i ,.._._._-._.—. 4 o oo SCALE. N/AEOLTECTRANVERSE DRAINAGE STRUCTURES r CAD I. .,._. -..,fNOTq AOR EQUAL SD6 ANGLE IRON I SET IN�;_.. lI -�..-.11-111— ..- (26 III IJ(_ JJI I .I11,..__ ...,js ..�_ -,.._... TRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH. —_ . OP .4HAR CONT:CONCRETE I7 D .. • d _m, , _ - . _ &BOTTOM a. a - N � I I 1 I I I III i I (. I.,_..,i I€ ,..,• I ..,. E IC. ; 11-411 TRASH SURE DETAIL -..i__ I F---[ a _II 5=1,! 1_ ---._. C -I� ._ :. .�. J! JCO1�' .}.� ..wlrf 1 .� I.I..., I . I. � 1-[ ,-_ � I ,IJ-{ I; 44 if 1 1 CONCRETE .5 FILL TO BE ROUNDED FOR PROPER P RUN SIDE W NOTE. - SCALE: NOT TO ONE AT EACH ADAPA WHERE D S CE HE � A A SPACES FACE EACH OTHER. WITHOUT SCALE TEST PIT (TO BE HAND DUG) WALKWAY; THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN MOUNTEDADJUSTMENT T BOLLARD RD ��.Y����ADA JCL"a1JLOKING SIGN DETAI CONCRETE BASE o - EXTEND BEYOND YOND LIMITS INISHED GRADE NOT TO SCALE OF CONFLICT S (T MIN, EACH SIDE CHEC 'rel TOP OF ASPHALT OR LVt HL. Z:> I AN[JAN US). CONCRETESLAB L AF3 UTILITY CONFLICT IM __ , JJ _ ;-_ 1.5 MIN. CLEARANCE 3000 P. .I I 11, JJJJJJJ S .CONCRETE � _._ , f 28 BLACKJELL PARK LANs SUITE 201 ------------- r� r WARR c VTOP, VIRGINIA 201$618 SQUARE CONCRETE JJJ- JJJJ 3 JJJ,�J J.JJJ ENCASEMENT (—..saI! �l._I- ��I •,L_ _-I ��I I I -I .. , •,^, ..n ,.-, ... I� I I-I:�:•µ) :.?. .I., . I , Phone: (540) 3 49 - r 00 -- _.LI JJJ.IJSEE NOTE a -0321! (3000 PS,I CONCRETE) Fax, (540)349 :.,.�. _. WATERLINE Vih.�C����F1 €nLsa®ri ADJUSTMENT WATERLINE . . + USING FITTINGS ADJUSTMENT I ....... _: V . TICALq USING G DCFLE C T ION JOINTSM II BENDS (SEE AT IFL ASPHALT OR � NOTE 3) SEE NOTE 4 CONCRETE AS TRAFFIC RATED CLEANOUTCOVER FINISHED GRADE NOTE: NOTES: DETERMINED BY TRAFFIC SURFACE 2" ASPHALT CONCRETE 1. SEE SITE PLAN FOR LOCATION(S),1: CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE E INSPECTOR, BAS ED UPON LOCAL - r. ». e .•: MIN, :.. -. .r_.,...,..^.,:...:..•,.. ....: JURISDICTIONAL REQUIREMENTS A D FI N ELD CONDITIONS, ,. DANIEL R. HINES ^. , , , „ ,:,;. •, ..,,; ,.,, - , ..•,.. , ...;. 2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED ; ,, 4, *, .,•.,, ., ....:., .,: ,.. •, ,., C ED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE r.. s . :... a. „_ ....w . . • .. ... ..., ...>..... . .,. ..,. 'J. > ........ ,..... .- . ,,,.... .•.. .,.:..... ..,. . ... ....,.,:. ... >XQ 34. VERTICAL BENDS (INSTALLED PER LOCAL STANDAR DS AS REQUIRED. DEPTHi TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD D FOR WATERLINE ADJUSTMENT. � c. No. 0431.76 BOLLARD DETAIL �O E LEC ION AT JOINTS PcR LOCAL STANDARDS , .. .. NOT TOS ALE 6/30/16 J WATERLINE DETAIL If 4 SEWER CLEANOUT CAP - , ... , :...' : ...:.., . •a.., .. __; ;._ NOT TO SCALE SAND CUSHION , _ __. ...__; !-.._..; I �; ; ___.. SHEET TITLE. 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIP Ej� j�®N CO NSTJLO UCTJl i 9 E TAILDETAILS NOT TO SCALE SHEET NUMBER: 17A 1.5"ASPHALT SURFACE COURSE (SM9.5A) 1.5" ASPHALT SURFACE COURSE (SM 9�5A) I TRUNCATED DOME PATTERN— 2" ASPHALT BINDER COURSE (25.0) 3" ASPHALT BINDER COURSE (IM19.0) EDGE OF CURB A A 4 4 4 6" COMPACTED STONE BASE (21-A) MPACTED STONE BASE (21-A) SLOPE SLOP, 1", co 12:1 MAX,' 1111 '1 1. 1 A I 'I 1 12:1 MAX: TRUNCATED 1:12 SLOPE it —COMPACTED SUBGRADE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) (PER GEOTECHNICAL REPORT) 6-0" MIN. NOTE: NOTE: NOTE: 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND NOTE: 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADAACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED FLEXIBLE STRUCTURAL DESIGN MODULE - 5TH STREET STATION, DATED 7/2/15 (PROJECT # 28:1552). 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND ADAACCESSIBLE GUIDELINES., ACCESSIBLE GUIDELINES. GEOTECHNICAL REPORT PREPARED BYECS, ENTITLED FLEXIBLE STRUCTURAL DESIGN MODULE - 5TH STREET STATION, DATED 7/2/15 (PROJECT# 28:1552). rMA V I " U I I AZ)rrlAJL, I JrA V I Dr_A� I IkJi"N 0 1 AiN IJAn]J 1J U I I AD-rjrlAj-1 I JrA V rIAMEN I orl�_' I ikjiN AIJA ilclftivlir 1jr, I All, tllljA A�_lk_jrl03ljDljrl npli'vir 1jr, I �Ali� � I NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE REVISIONS /'_6" CONCRETE 6" COMPACTED STONE BASE CONCRETE PAVEMENT SECTION 4" CONCRETE 6" COMPACTED STONE BASE BY WWM (10 GA.) 7/16/15 6x6 WWM (10 GA.) NOTE: /_6x6 PAVEMENT SURFACE FOR APPROVAL DRH 3 TACK COAT (SEE PAVEMENT DETAIL) (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) MINOR SITE PLAN AMENDMENT1 1, SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND t REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND LETTER OF REVISION GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED FLEXIBLE STRUCTURAL DESIGN 5 GEOTECHNICAL ANALYSIS, DATED 3/29113 (PROJECT # 28,1552). FINAL DESIGN TO AMENDMENTI! MODULE - 5TH STREET STATION, DATED 7/2/15 (PROJECT # 28:1552). BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE, A` f Al SHAPE TO ELEVATION 7/17zom 8 6/30/16 =7 _z'I 1 J=zl ifzz! I I If- r— El I J LI R IEl I EEI I IEEI I 4, SHAPE TO e,^*rrrm to ..... . . . . . . . . I I I i 1��i I Ft_ti I F I I i��El I L__ I I 1-�Ej I 1� 1:---E I I "[7 \\x, Z\\ REVISIONS MPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DATE COMMENT BY COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 7/16/15 PER COUNTY COMMENTS NOTE: 2 NOTE. FOR APPROVAL DRH 3 I.SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL MINOR SITE PLAN AMENDMENT1 1, SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND 4 REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND LETTER OF REVISION GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED FLEXIBLE STRUCTURAL DESIGN 5 GEOTECHNICAL ANALYSIS, DATED 3/29113 (PROJECT # 28,1552). FINAL DESIGN TO AMENDMENTI! MODULE - 5TH STREET STATION, DATED 7/2/15 (PROJECT # 28:1552). BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE, SHAPE TO ELEVATION 7/17zom 8 6/30/16 Or MID -POINT OF LARGEST PIPE, SHAPE TO e,^*rrrm to REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTI! DRH 8 6/30/16 AMENDMENT III FOR APPROVAL OF PIFIE HEAVY DUTY CONCRETE S- ECTION CONCRETE -TO -ASPHALT DETAIL S- TANDARD DUTY CONCRETE SECTION APPROVED FOR NOT TO SCALE NOT TO SCALE NOT TO SCALE CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 6 \—PAVED SURFACE/ CONC. SCALE: N/A 1/4" RADI '_2" RADIUS SD6 j A %, CAD I. D.: OF WTIET 040C SLOPE TO DRAIN TO INVERT All SECTION A -A FINISHED GRADE—\ 3'TAPER 2'CURB TAPER 6"REVEAL I I BREAK I /'I TRANSITION BETWE PIPE DIMETERS EN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF ///,7PAVEMENT SURFACE PIPES ARE ENCOUNTERED. (SEE.PAVEMENT DETAIL) GUTTER PAN TTE'l 11 d FULL HEIGHT CURB 3CURB TAPER 1" RADIUS !E� < 00 3'RIP-RAP PAD NOTES - SHAPING OF MANHOLE AND INLET 04VERTS IN ACCORDANCE WITH PLAN THIS DRAW44G IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLAINS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF ERT OF STRUCTURE, TWOTLINEVT PIPE J 1 STD. CURB (PER SITE PLAN) A MANHOLE OR DROP INLET IS TO RE FORMED MID CONSTRUCTED <1 IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A 1" RADIUS PAVEMENT SURFACE—/ PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR 71 CLASS Ct EXCEPT THAT 251 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND COI .,MST OF STONE, BROKEN WICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK� THE SURFACE SHALL RE LEFT SMOOTH ElY MEANS OF HAND TROWELLING. NONE 2'CURB Or THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 3'TAPER BREAK 3'TAPER DETAILS OF INVERT SKAPM AS SHOWN HEREON ARE FOR EXAMPLt NOTES:,, PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO HE SHAPED INDINIQUALLY TO BEST FIT THE WIRTICULAR INLET AND OUTLET 1. EXPANSIQNJOINTS TO BE INSTALLED AT 20'INTERVALS. CONFIGURATION AND FLOW LINES. SECTION B -B 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ELEVATION PLAN 3! CONCRETE. TO BE CLASS A3 IF CAST IN PLACE OR 4000 P.S.I. IF PRECAST.. A*r Ir I ILA Aklu I cl cl SPECIFICATION XV00T STANDARD METHOD OF SHAPING 4' ROAD AND BRID� -, E STANDARDS HEADER CURB DETAIL CURB BREAK DETAIL CURB TAPER DETAIL SHEET I OF I REVISION DATE MANHOLE & INLET INVERTS NOT TO SCALE NOT TO SCALE NOT TO SCALE VIRGINIA DEPART�KNT OF TRANSPORTATION 106,08 —2'MIN. CLEAR ZONE (TYP,, LT, & RT.) PAVEMENT DIMENSION(S) ON PLAN VIEW PAVEMENT DIMENSION(S) ON PLAN REFER TO FACE OF CURB vim r"%cmr_mr\ 1 Q r/At.1c: 1-jr, klumo 2'-0" 2'-0" 4" CONCRETE WALK N ulf '4N VARIES W/6x6 V\/WM (10 GA) 1/2" RADIUS 6" l'i 6" 2% MAX. CROSS SLOPE PROPOSEDPAVEME (0 2% MAX. SLOPE (SEE PAVEMENT DETAIL) DANIEL HINES r Lic. No. 043176 1-1/2"R .. 1T -112"R i FE "AA '0 6/30/16 f-ulU, J-1 U. 11 Izz-1 1 I=z! I 71 NAI. -L-4`11 I r I' 'z 4" CLASS A CONCRETE -ASTONE 4" COMPACTED 21 Q0 COMPACTED SUBGRADE (PER (3000 P.S.I. @ 28 DAYS) SHEET TITLE: L GEOTECHNICAL REPORT) 5" —4" THICK, COMPACTED STONE BASE (TYPE 2a) TACK COAT SPILL CURB & GUTTER COLLECTOR CURB & GUTTER (APPLIED @ 0.2 NOTES: GALLONS/S.Y.) CINSTRUIC it ION 1. CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF �,000 P.S.I. @ 28 DAYS. NOTE. DETAILS 2, CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED NOTE: 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUSIWITH BOTTOM OF ASPHALT PAVEMENT. AT 30'INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL 4. CONTRACTION JOINTS SHALL BE PLACED 10'-0" O.C. TOOLED 1/4" (±1/16") WIDE, 1" DEEP, EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, ANDALL P,C.'S. TO SIDEWALK WIDTH, 1. CONCRETE TO BE 3000 P.S.1, Ca, 28 DAYS, SHEET NUMBER: 274 R , CONCRETE CURB & GUTTER DETAIL CONCRETE SIDEWALK DETAIL MONOLITHIC CURB AND SIDEWALK DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE 45 L GOOD FOUNDATION �,AATFRJAL r�CCKY FCAY1,1DATION I`v11,ATERlAL - --------- �,x Z\ 'g 4 E A 11%, 1 NkS 5 A C I" F L H A L L x 7' I, C', T �_01,,ITAIN R(Xl< MA - E P I L ------- PL_G -11 A 1,,J s I'� A 1`1 Y m gql, ve tm� K, LAP Erl El P,/I E 1, 1 N _2 )4NIm l',11TIAL BAt 4 iv] I K �j I N-1-1 L 3 AC KF I il',21 tI ............ .... .. ------- E M B E E 1% 1 (_1 -,H-Y (_01',1FACTED TH'-F J;, T(' 1,, L FTS) .... ..... . . ..... J 7z" --4 '�PPRC),/EE) BY 'My .............. . . . .. V� -1 �A %] I 1� I A P0 1) - R A, F, I 1 0 1/ _S P ',�VY E F ITTIN OF PIPE-�--- C", A, I A E E N F P TEE H I NC, _7',EHCH TO S C RA F E T _l ­_E TFEI-'(--H. E MA ILL 'At DE N B C D I k G max F)AT:: PIP- �)N le' . . ........... ST011ES T(-) I k R IE TI-- E D� E,:,,I,I'T PES RO( A 1%, D, 4- R 4" min Z`Z/2 A N I F D ).V. P/� H L I L Y�CVl_)E B L) D I �4 j 1) A I OId (SHAII VN RE-__iR:: 8 11AF, S011 R - I A B, F LILDD,<�, A�­--,_ F, I R E D _)AITION, IN�_PDX_)P �SOII -ONDITION i ............. -I.-z" CUT C FOUNII UNDFR 7 FRE, _0 PDY, N x T i w _I^L KFILL 11 /4 111 N [,]---,:TF INI 11 B�­' _,1 M N L -TABLE S E C T lU N 2 1�OPEN C_J_S Ilk ::P,,"ED APE^'-- '�,IITHIN EX3-ING VDOT _'71­-11,LL BE Mill ��'dTl I D, 2 --I," F L �7 E __ED EI\,ITFEL,( 11 A TO'-� L -_.E�;REE PE\1, VOL, TEE AN--, PLI -S 2 -)i,(-T1I F POIN Pl-):: THF ROT-�,-,,IvI C+ -HE TDFI`\(_+ -,HAI F _P::F� RA R ILL J,� F, A DV 1: C I FOR BEDDII�,I` ',-F P R'_ ?,Y A-, _EET) _T) F P E A�X., �-O.VFACTEE' . ...... _11,,,E) ALL T,_,r%ES REI,,1,,_,V:P A /1" 0 (F VIDED P END L T F", STCil�, SHALL BE PRO L T F., I I H H 1: . ..... ....... ....... .... .... ...... .. . ........... ........ . . . ....... . ........ 5 C, 3 0' C�2` 3,�Nl LFE P,().- IS EI`,,(_')UI%1T[�[D PIP ISIIALL BE 11-1-SITALLE-) 01',J A 1,011'1 VUkJ B EC E) N G F k 68 IS TC)',l E 20 2�25 .6� 15 - - C', 15 4 - ---------­-­--- __ ............ G c o, I ----­---------- . .... ... ....... .... - ------ . ........ ...... . .. 2 1 /2 1,5c oc C, I `,10 L 5C 2, 0 2.50 C,10 "HALL BE A-LOVVED VvTHIN (--)F TI- -E �,�/ATEF, I j 0 C 4 8) L 2, 6'3 21.77 I _Ai��"_-L 11, 1 -iA[,, 6" I'\ Al`,1Y D HAL- 2, E L D 2' 21 C, c, k, B I H L 1\1 I A, L E. A I ILL, 2 j7 C, I -1 H L B E L C ",1 0 C I I 1',� 6 1 - S, I H 1\1 I AL EACK _L TYPICAL SEWER PIPE Z_ 7. C', 1, 1 -�7 4, F, F F kl ,,A A F F: I A I C) R F F, P, I I I F 1 1, �' -AV & _. 11 ! ��"p C. 4 PFCWH_ C- AVEi_ 6--1: B�,EANJE A, 1 HE PIE �t R i 2'; 1.0 0 1 2 S 3 0, 2 2 1/2, 2,33 2, MIKJHM110,V� i7, S S F V A' If S i4d 58 2-86 INSTALLATION IN TRENCH T �L TF.,111CI G M 1 0 VIASQNA'�' i- M, ',/,,A L; T I 1 1 t�i F 5" cl-,,, v `,-Aj T` 1',J A L L E S 'ELL H0LE' cHAL_ BE EJUG CU 3, T H P VA��ji_' HIIELLP�N' C�'P`, A i� 1 A 1-1:0 'v'v" i j AN A i'� 1FT. 1) 'S A R F ',AHPI\I::VFF _-F P _1FI INF (_-�ANCFS CHAN THRU�T P W A E 0 0 F P '�I`L, L'LAL' AHL) A I VALV::'­ CCIN C R F 2, USE 'S OC F,S�I, J DUCTILE I RON WATER HIE IL '�,H_ALL BE P0UF,::L- 'Y,1 Al",1Y P�,Rl HIE -IJSU ENC T� �IZE 4. THE 0_ -TING SHA -L PE R-SPON� BLE TC -E VERIFY THE TYPE P I FE INSTALLATION & B EDDIWi A -L I I 1 1, 1 L' I -C, TYPICAL, METER VAULT (2 M ETE R) T E, - 213 \�TS ON C R ET E THRUST -BL(DCKS I ��v - 2 !,ITS F I ,,V - C D - 2) SEND PIPE SIZE A B c I D E IF 111/4' - 6- V-9- 2--r V-6- 1 1/4'1 07 2-3' 3'-0'2'-6" V-S'X-15" 1 1/4' 10" 2'-9' 2' -Cr 3'-0' 2" if T -W 4'-3' 3'-Q" 2-3' X -a' 2' 18' 13!-e" 5-B'I V-3' a' -a' 4�_a* 2 1/2" 22 1/2' 4' - S'Z-8" V-0 Z-115' 1I'-8':V-8LjL47 S' X-0' 41-j, 2'-S" V-6" S-37 2* 10" Y-3' V-0 Y-0"2'-9" X-9- f 12" 2=1L 0 - a 4 - Zr ir 5'-U' 7'-a S-3" 4!-0" S'-8'2 1/f 40, 4:" - G* V-01 V-0' 3'-0' S-3" S-3' 2 Ile V S -e 8'-a' V-0' 3�-O'V-9" 2 11-V 10" 4!-f" 7'-a' T-10" 4-3' V-0 2 1_/4:' 12! 5'-3' 9'-d Y-3' V-215--9-12 112.' la' - 6'-2j7'-Z*j2 ' - D, Tn-L - ------------ - ---- - - ------ --------------------- - ------- --------- - -- - ---------- - -­ -------- -- --- ----- - - ----- Tor) View �;A 'XITHES; �CST VVI -1 F L/1, C E V!, 17 C -APP:: EkL,, PAINIED BLJ- 1'� E 4 A c, F, R F,'- TFD. MAPKIFF, IVA" RF SU:�IF,'_ TO HGH,,�,A,� D�PAPTt\JENT AFF-C,/Al-� "'OVI"R tjFT NOTCH 6" MINIMUM 4' MINIMUM 14 1 �2" H-C)TE: HY--, FAI` T MUST 3 E F \I_`zHED CRA_,E 4 1 12 3/8 7- Q11 i- I 17� Z_ D IN T H A R LC7T 12 1/2" VII I P I Hk�A -1; YvH ' H 1�- 1111 0,' 11 1 AN DA 1,� 1). 10 T U I N - REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT 11 DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 MENDMENT III DRH 8 6/30/16 AMENDMENTIH DRH L 1-101 �10, W-4 MUM BPA"�� V_Ipdlln t 4 MINI LE\11GTI I �-)F r"ll" W ­ "N 7 71 APPROVED FOR 4 M, F) J I -A R, I F A I V F F, ...... ... .... .. . ---- --------- --- :7 4.< I 1,�, g "AST !Rq LD CONSTRUCTION U, L -E 5� 7 ij I I A. % 18," METER BOX 0' PROJECT No.: V122001 41 -J, I - - ----- DRAWN BY: JLP/CBC wcp/ CHECKED BY: DRH Al t 351 G, T E DATE: 02/20/15 j SCALE: N/A NO �3'. x q 4, J, PROJECT: - - - - - - M J ,A 1 vA L,,,L. MINOR Sido View HA',I AND 111�0` BLOCK ,Iv�AIINST BE[; S ',IDIST_JF, B L SITE PLAN . ...... . .... .. -Z 7 _:�1�­_­-.1 - - -_ ------- T -H F _A:� ED ROD" T 7," .. .. .... . ..... .. .. . . .. ... .... 3 /4 I AMENDMENTIII . .................. .. ......... ... .. ....................... LC�CA-K) lk A FILL, ANCHOR N IN A I IN',, Al 1 6" EXJENSION WHE,4 T-= SCIL FOR A I -Y D R A. '11 T P.0 _',` Sll IAL_ B E GALVANIZE_� T-�E HYDRAN- V�11T- I f TH �AL,/E T( 3 /4 C -1 z 6" -) -,I A L T CO 'T -D �! .1� TH,,EAD-_D RODS IN AD-_,-ITION -0 F,0_R11`+_- IN A Pt L C')'j 1 11- N - C 1- A 0', 1 11 1­ PiP[,� SLO'f� Certificaticr of 95�6 H A I F* I) A.�) A I) I I l)'� A U P -)I i I U r,- J r-TH STREET Pj_ACIES1 compaction required -------- ------ 71 j STATION 017ERALL 5 C, _7 A, 71 Galvanized 3teel Jeam, c I E I ... . ........ .... .. 1, 'S�R�!�UkD Y,1 --P �<)LES ',/VITH C-PAVEL A\�D -,EEP FREE OF Col,,Icp.�TE. A R, PHASE 11 2' EEi6�FING . .. . . . 4\ JIJ 11, i . .... ... ...... U T R I J, lo­�Jjj .......... W12 X 14 (min, size tO I N. C 0V E R FRC'N THE NWN 'T�_� THE :IR�_ HYD�AN- a 2, t,'AINTAIN A f I'ACLUIDING C1-.'_HES < �1, 'FIr,,I5HE-_', (-RAD=- Z-IHAL'- ��LCPE AWAY F_,'�DNI THE FIRE H`._�RA\T AND LOCATION OF SITE 4S A, �F V, [3 3' min, incrictraticii Into undlsturbc� VAI VI i -) \J � I 10 1 J I F) - -1 () � R F I I IA F) TI IF I N C, T E',!' ): NORTH OF 1-64 BETWEEN soil , or as approved by th 1. T1IF CATF VA. VF _111OWF T, -I I L L PL IS NC A C 5 A, I -T PLLC%,1,�D Ii,. THE . ... ......... ........ . . ... . ...... .. .. .... - -C/�T1;)1,,,S 1,%­:�E �KE E F S _------------ ------- -----------------_ FIRE H E, TS SHAL_ BE 111STA.LLED .,,T LC AVON STREET EXTENDED "I -,nR T i.jrH FREAD !,,IIETEIR�'S A 1--3/4'? UA�KiIETE,? WO; li�' F-QLJifPLD 1�4 L111 5TH STREET AND ...... Hi- Pl�-VAII k',, SCOTTSVILLE MAGISTERIAL :�ECUIRED BE IN 'NE- AREAS, THE �',IEEFI -CLES SHAL_ BE DLUG�-_ED AND THE -V-_�RANT SHALL BE DL.�,IDE-; DRY A -ALL EXIEkIL-) ID' (�t,) H:_HzS AE(Y,.11E &�AIL N. I E A A V A L V E F'), E� ALBEMARLE COUNTY, VA j,ypjr,,Aj,. ME -111`3 1_7,� X E S 10 TYPICAL GATE VALVE T `__'F,,`_J` THRUST BLOCK IN FILL AREA. TYPICAL FIPE HYDPAI`1T ASSEI`013LY DETAIL TYPICAL fR 0 V I C-) E A 6 _T_t­fl,-__­r< G_i`_1A'%/E'J E,`,F111D1 V i MF R "N h NTS F I, S. 'N - WALL T1 K S S r ID A VA"t-I'S `,IiAi_1 P R r Poi J R� LA �10, W-4 NT 5 FIG, W-3131 F1 0, W 7 M1,IN1M11u0V11. V'vA t -i i: r, C, f- hAl A S,(_',`,,!",-1 A Y 6 K S A 1- TD - 7� f I J� C f CIF 'THE VAUL` F F, ' R' "' E H A L 1`3 _J 'V "i 1 AN AF1 7 TID - 5 M_ 10, WA111" F"RO(D," IkW-1, dDCT CLASS 1 r,1 V RIPRAP Its; x —^ E�F 7i__1_ {1 I r,-11 rd � t �n ICr•J= EL2, 1N� SECTION A - A T TC ;_ALC LEI1'"TH NF ES) hl� HzXISTI'JG r'F,CFILE 1 EE FT v 1EF:E S-OFIE 0= �P.A'!. 6A . 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DETAIL '� (z) EN5HR 1/16 x 5/e x 1 1/2 �e F RUBB�R PART 00981045 w 2 CORED 1$00 _ {) 1 5 8 2 BLT HEX X c� 5mm PICKBARS �+ [ PFuR T 00981250 .2404 w [41 mm � 1 2 6mm (2) WSHR 5j8 ID 1.50 OD SS [ 63 DIA STA N I LESS STEEL ROD . r t: r. , n F , I ,:._, o w 1 1 8 29mm DIA BOSS 13mm „ , A, , 6.ECDI1,.. 7H1_.L, cr,E�IIFt_ ELJT H t,N _ h.t I,,:_t,: H,.,_L �E r E PART D0981318 t - r f � ,� : , ,. - �. PLAN VIEW ) � 'Ail -11 J �-1 ,.F TII_ ,.,�, CF, LII.C�, �II„LL GC ,•L_Jti,__ ,. .,., � v ., r,t, _� �, �_ �; ,n t 7.. ,: ,r., a � cv SGC,>IFI,_.,L_- Cr CF1„ ,_C C� I,C _..,;.J_r,.LJT Ft.._. rI.IC ....._L _LICLI �.I... +a cam �' o r. a t� W N � h � n ,-, E ,., � PICKBAR & LOGKLUG HOLE DETAIL .,.� �.�, n �, J .� IIJ :� J, DIr�:CI� �1�..} J �, LA CC ,�,_Lc.rrCD 3 THE . �_,r ,�.J_�:,�11 r.LL Itl r, r_ ,SHL r„.�,� I LL . ,r-�x,LL „t N �o A �.I... F.. ��,.� L F,UC I L - N ., � RX -7`117,1`17, , � 2 NLfi HX 5 � � t ,.5/8-11 ZN NYLK r, � NOTES. ,� . � I.FILL. E T -1E IfIITI _ _ -, - . �,_---),j— - -, _ ; � , � � _ ,; _ PART 40913128+ _ ,' - � , .:- � ACT[ �� 3: ,WLL JOIIJI_, I.FT tH,�L__, INLETS, LETS E..t F3at/.LEL ru ._�,1JTrC� Y• 1 TC rJ a LIT. ,..TIIC I JT,j,L G„v .EIEC _ I�,LL GC F_ ,�CD Al,,.D �..r C , I,,�I , ti,., •, ;•,,i, 1. ALL MANHOLES 4YITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME dt COVER. (2) NUT HX JAIL 5/8-11 ZN A- I LL IL, .- ,. r � � ,: � ... _ <: - 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. } � f :: } :. , r,, : , , � � ., . ,. -, _ PART 00981228 C. P �.ILF. �_ (, ULL _ -H,yL_ LL L L 1n -1:. .51-'Et,�L c,, ..JJ�LLEf,�cT:i.IJ ..L'4„LL. .,E .,IrLP'J F.F. EId F...�J�C Q © 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. I tI.1 :,-wC,_ Jrlrll _TG_r ,Lc C�.- •Jc -{. CCvIUI,, C 2 1935R LOCK LUG III H TF; r, O r l SHO PART 001 � _ . 93585 _ rICAL WATERTIGHT II„I r.>..:I All ,F C�l!�_, �.?.,T IIJ Al.�,I ..r,:,F.,. LOCK LUG ASSEMBLY L MANHOLE FRAME & COVER P DROP CONN .E •� T I .., f�I T :� � E � /!TH G F' TILE IRON N V�J,g T E R TYPICAL I c� ,'� L �, (�J H Lw T.s FIG s I E D�� �. O J _ _ TYPICAL MANHOLE FRAME &COV MANN ER _ hI�'E INSTALLATI�,N � BEDDING TD 26 I _ti IJ _ N.T.S FIC. v, FIG S I D ,) . E 24 TD -25 or REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH APPROVED FOR CONSTRUCTION 7777 PROJECT No:: V122.001 DRAWN BY; LP/ J CBC , CHECKED BY: DRH .H DATE: .02/20/15 SCALE: N/A CAD LD.: OD6 PROJECT: MINOR SITE PLAN AMENDMENTIII FOR 5TH STREET STATION PHASE 11 LOCATION OF SITE NORTH OF 1- BETWEEN E T WEEN 5THTREE S T AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON VIRGINIA 20186 0 86 Phone: 540 349-4500 Fax:- (540) 349-0321 &T_�% � � 11\. 1 1.l \. SEWER UTILITY DETAILS A SHEET NUMBER: 25B ■_®