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SDP201600050 Plan - Approved Minor Amendment 2016-10-31
A A ff�j IBM "l 1 1 ��1�1'�1 1-N i Nrdl "l� ��l CONTACT INFORMAT10N REFERENCES +BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/AGSM 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 PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) +CRITICAL SLOPES SPECIAL EXCEPTION: CRITICAL SLOPES EXHIBIT' PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 #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 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 INTERSECTIoW PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATEDAPRIL 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) 296-5832 FAX: (434) 972-4126 UTILITIES + ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 GENERAL NOTE: N1pRK SCOPE PRIpR T4 THE INITiATfi3N 4F Ct7NSTRUCTION. SHGtJLD THE CONTRACTOR F INO A CONFLICT WITH TH E DOCUMENTS RELATIVE TO TNF SPECIFICATIONS OR APPLICABLE GQiiE$, IT 15 THE GgNTFL4CTOR'S RESPGNSEB!LITY TO NOTIFY THE PRGJEGT ENGINEER OF REGORQ IPd WRITING PRIOR io THE START OF GONSTRUCTON. Fp,ILURE BY THE GONTRAGT4R'f4 NOTIFY THE PRGUE,T ENGINEER SHALL CONSTITUTE f� 1. '� . 1" D.11 oil k4bT4 01 i LOW w IiIplr 1 i LOCA-' I N 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 5TH ST, STATION VENTURES, LLC, CONTACT: DANIELS, TUCKER 5B SOUTHWEST BROAD STREET SITE PLAN FAIRBURN, GA 30213 GRADING PLAN (770)692-8300 UTILITY PLAN CONTACT: DANIEL S. TUCKER WATERLINE PROFILES P"REPAREl"') B) vJ_ R1 1 .�� � 1 A A • SHEET INDEX. SHEET TITLE SHEET NUMBER COVER SHEET BY 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 IDA SANITARY PROFILES 10B STORM PROFILES IIA -F STRUCTURE DETAILS AND COMPUTATIONS IIG 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 Ill 19 EROSION AND SEDIMENT CONTROL PHASE Ill 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 APPROVAL.S DATE DEPARTMENT' OF" COMMIjNITY DEVFI .0tlTvtFNT PLANNER/ZONING ENGINEER BY INSPECTIONS ul, ARB DRH DEPARTMENT OF' l,'IRE RESCUE` 0 A-LBEMARlE COUNTY SERVICE AUTI10RITY DRH VIRGINIA DEPARNff",-N'I'(JF 'I'RANSPORTATTC)- 11/20/15 1 IEATI l DEPARTMENT DRH WE THE UNDERSIGNED DEVELOPER(S) 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 PLAN! 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. 01 REVISIONS REV DATE COMMENT BY 2 ul, FOR APPROVAL DRH 3 0 MINOR SITE PLAN AMENDMENT I DRH 4 11/20/15 LETTER OF REVISION DRH 5 5 1/29/16 AMENDMENT II DRH 6 Zz LETTER OF REVISION DRH 7 uz 0 n =8 X AMENDMENT Ill DRH 8 — 3: AMENDMENT Ill FOR APPROVAL Cr �_9- 'm, p T, X 2 W 4 V) LIJ 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH zo o 0- < P, m <21 <. u fol _Llu >z 0�, I x 0 : >: z 0L, z 8 - < �Z, -< z 46 0 T- u, c� ,�Jl IP4, lg;. P�H 0 01 REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT I DRH 4 11/20/15 LETTER OF REVISION DRH 5 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT Ill DRH 8 — 6130116 AMENDMENT Ill FOR APPROVAL DRH �_9- - 8/5/16 AMENDM, ENT IVO -- R, 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY XCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TC DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (Mi 14300.245-4a48) (PA 1-800-242-1776) (VA1-800-552-7001)(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: AS NOTED k,.CAD LD.: SD7 j I . PROJECT: MINOR SITE PLAN AMENDMENT IV FOR T -FIT ST" E", T 111 x� TATION 0 VERI PHIASE 11 LOCATION 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 IL www.BohlerEngineering.com SHEET TITLE: CC)VER STIFfEET SHEET NUMBER: �l 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 HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (AIK/AADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE I ' 42 U�S.C. § 12101 et seq. AND 42 U.S�C. § 4151 et seq,) OR THE REQUIREMENTS OF -THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED, 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES, 4� THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, & 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 OFTHE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK, 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES, 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIORTO 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 ARCH ITECTURAU BUILDf NG PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRYIEXIT 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, . 1 1 . 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 HE 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 STJRENGTH 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 ANDTO 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 I DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS� FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT, CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER, 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS, CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER, BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOW NG SUFFICIENT TIME TO PERMIT ADEQ UATE 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 RS 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 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, 0 GENERAL NOTE: IT ISTHE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED'hfTH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FINDA CONFLICTWITH THE DOCUMENTS RELATIVE Ti THE SPECIFICATIONS OR APPUCAB�E CODES, IT is THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENOINEEROF RECORD IN WRITING PRIOR TO THE START OF CONSTRUGrION. FAILURE BY THE CONTRACTOR TON01IFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THESCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND 11 I Ft WI � - ' -ND 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, 23, ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT, 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FALLS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS, D OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES, CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30� AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITHTHE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. I kj GENERAL DEMOLITION N'TES; 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 3, 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.&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, r I 5 � CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF 'HESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES, 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE, THESE COMPONENTS, AS CONSTRUCTED, mu6 I 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 ENTRANCEIEXIT, 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 (83%) 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 (114" 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/CR 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 1:60 (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 MOST BE ADHERED TO, A MAXIMUM SLOPE OF 1:12 (&'12%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED, THE RAMP MUST HAVE ADA HAND RAILS AND 1EVEL" LANDINGS ON EACH END THAT ARE GROSS SLOPED NO MORE THAN 1:50 INANY 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 13 SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/41' 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 THATTHE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING AND U TILITY NOTES 1. LOCATIONS OF ALL. EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION, 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER, THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR 'TO THE START OF CONSTRUCTION, CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR Is RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. -THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT, THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRIT -TEN 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 CODE& 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 13 RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES, THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO 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($) 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 GEOTECHN[CAL 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 GEOTECHNtCAL 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 SPEC I FICATIONS, 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. TOR 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 CONTRAC ,TOR'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 SAIVIE. F 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 CURSING 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 FOOTI NGSIFOUNDATION 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 8 (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT, PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE, SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE, 25, STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE, 26,STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27, SEWERS CROSSING STREAMS ANDIOR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE [RON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY, IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME, * WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE [RON PIPE USING MECHANICAL OR SLLP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED, 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR, IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE [RON (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 VIDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY, 33, CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY, - I mks 0 m, plillm 6615i I ct" P4 w 4� 4 u z �r�C �-, �_l 0 4 I 1;1 I ,_� ,- cfi �, �- T, 0 �) 1� 1_� _j U- UD ii� �4 e, y" �, �� ,4 �j ,,�) w 1 , , , - (�) I-) z ,,, , I ,�� P4 - t 4 ,,� �4 (-) �_, U) - Q � 0 �� g �� r, LU , < a- " 2 __ < >0 � 0 §,Q� < Z �_ W H! 000- 4 ,�; :E :;� 0 I-- D _3 Z:� P�l z w Us 0 fJ LIJ 0 0� �z U) or I.- n 5_� ?: Ili ft� a: �, — 0 �_z 00�-- cm m �- Q) � LL a - W W� C . 0 w * + * * * * �- V4 0 , � � < LL 0 0 2 < -1 I P� � g �- �_ 0- f z - 0 - �_ 0 * � �') D < < uj 0 2 a- -,J >-0,-:< AMENDMENT III W 0 Z�e z > __ 8 I In >:Z 0 w : Zo U- III AMENDMENTIll FOR APPROVAL I- < �4 _j �- D rnz < Z __ 9 0 -JOTLU AMENDMENT IV U) < 0� 0 0 10 v ++*** ct" P4 w 4� 4 u z �r�C �-, �_l 0 4 I 1;1 I ,_� ,- cfi �, �- T, 0 �) 1� 1_� 9,1 P� �Z4 u -,�, ,�, � � , ,�, � W � c 9 P, UD ii� �4 e, y" �, �� ,4 �j ,,�) w 1 , , , - (�) I-) z ,,, , I ,�� P4 - t 4 ,,� �4 (-) �_, U) - Q � 0 �� g �� r, - BY 2 __ I- �_ DRH 4 r ll� MINOR SITE PLAN AM 4A r REN71SIONS I __ COMMENT - BY 2 __ 8/27/15 FOR APPROVAL DRH 3 --I 10/1115 MINOR SITE PLAN AM DRH 4 11/20/15 LETTER OF REVISION DRH __ 5 1/29/16 AMENDMENT11 DRH __ 6 __ 2/12/16 LETTER OF REVISION DRH 7 5/25116 AMENDMENT III DRH __ 8 6/30/16 AMENDMENTIll FOR APPROVAL DRH __ 9 8/5116 AMENDMENT IV DRH 10 v 9/20/16 - COMMENT REVISIONS AMENDMENT IV 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 81 1) (WV 1-800-245-4a48) (PA 1-800-242-1776) 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) �r_ -.d r APPROVED FOR "... I O' PROJECT NO.: V122001 -IN DRAWN BY: JLP/CBC CHECKED BY' DRH DATE: 02/20/15 SCALE: N/A k,,CAD 1,D,: SD7/ PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TIF-IL STI'l),EET TATION OVEIRALL P ]f -jlf A S' E I I 1,0CATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 'F4 ; D. - - D m fA ID a I " � . v I �l II: w t 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 ,,_ www.BohlerEngineering.com -.0 ffwv%_ �ia u DANIEL R. HINES _P .0 Lic. No. 043176 �k 11 op- 144- 1 � , .67� 'O 9/20/16 , � O� � , lk� S& -1 I �� I_ - NW.: ' - SHEET TITLE: 64-n- M-311"TES, SHEET NUMBER: 2A SURVEY STRUCTURE INFORMATION SANITARY SEWER MANHOLES: STORM STRUCTURE SCHEDULE: (ASSUME ALL R,W.S.A. ON MAIN 45.00' L2 INTERCEPTORS ALONG MOORES CREEK #1 ES -1, 15" RCP AND BISCUIT RUN; A. C. S. A. ELSEWHERE.) L4 INV = 377.20' #1 TOP = 383.89' #2 DI -3C (OLD), L = 8' L6 IN = 378.0' 64.27' TOP = 381.52' S 35°27'54" E OUT - 3777 7 7' L8 IN = 377.7" 89.00' L9 S 340501'23" E OUT = 377.6' #2 TOP = 376.02' 134.66' L11 S 380001'12" E IN = 368.2' #3 DI -3B, L = 8' 131,15' OUT = 368.1' S 360301'32" E TOP 38..14' L14 S 13044'20" E 90.00' OUT = 378.1' #3 TOP = 379.53' L16 S 63048'17" E 140.01" IN = 370.1' #4 ES -1 , 15" RCP L18 OUT = 369,8' 65.32' INV = 376.55' #4 TOP= 378.21' #5 DI -3B, L = 8' 72.30' IN = 371.7' S 41 013'10" E TOP = 383.23' L22 - 371.7' OUT - 58.48' OUT = 377.8' MOORES CREEKSS INTERCEPTORCEPTOR (UPPER): : #6 ES - 1, 42RCP #5 TOP = 372.56' N 65022'01" E INV = 375.03' L26 IN = 362.2' 36.90' L46 N '18051'49" OUT = 362.0' #7 VAULT MANHOLE N 30037'56" E 135.46' TOP = 385.65' #6 TOP = 373.65' 66.81' 127" IN = 380.1' N 55°14'43" IN = 363.4' 129.56' 2-24" INS (FROM 8) = 376.8' N 57039'54" OUT= 363,3' 201.00' OUT = 376.5' #7 TOP = 385,05' #8 HEADWALL, L = 11' N 67017'015°' IN (FROM 7A) = 365.9' 19.76' TOP = 380.55' IN (FROM 8) = 364.1' ELEVATIONS INV (SO,) = 377.44' 515.55 OUT = 364.0' INV NO. = 377.52' #7A (A.C.S,A.) TOP = 384.49' #9 15" HDPE OUTFALL LABEL 2" IN = 373.8' -' INV = 376.46' X 8" DROP? IN (FROM SO.) = 370.0' LABEL r� 8" IN (FROM NO.) = 368.9' #10 DI -1 OUT = 368,8' /y TOP = 383.55' W WATER LINE OUT = 377.7' #8 TOP = 375.21' E 22 ELECTRIC LINE 6" IN = 366.2' #11 15" HDPE OUTFALL G 30" IN = 364.8' GAS LINE INV = 373.16' OUT = 364.7" OH WIRE #12 DI -1 #9 TOP = 372.99' TELEPHONE LINE TOP = 382,25' 6" IN = 3677 G OUT = 373.9' CABLE LINE 30" IN = 365.0' STORM o OUT = 365.0' #13 15" RCP OUTFALL SANITARY S INV = 364.94' #10 TOP = 374.88" HYDRANT 28 IN FROM #13 = 365.7' #14 DI -7 STANDPIPE 30" IN FROM #11 = 365.6' TOP = 373.48' STORM OUT = 365.6' J. I OUT = 370.5, #11 TOP = 376.05' #15 15" RCP OUTFALL 127' IN FROM STUB? = 366.7' INV = 373.82' 30" IN FROM #12 = 365.9' w WATER OUT = 365.8' #16 DI -3B, L = 10' U GAS TOP = 383.88' #12 TOP = 379.74' IN = 379.8' 8" IN = 370.5' METER OUT = 3797 I J 4" IN = 371.4" SECTION 30" IN = 366.7' #'17 ES -1, 15" RCP HEADWALL OR OUT = 3667' INV = 374,92' BISCUIT RUN SS INTERCEPTOR (TO #10): #18 DI -3A #13 TOP = 375.12' TOP = 385.23' INLET IN = 366.0' IN = 379.9' OUT = 365.9' INLET OUT = 377.4' #14 TOP = 375.32' #19 ES -1, 15" RCP OUT IN = ?" a' } /0 INV = 373.52' ` OUT = ?` MANHOLE ( T`} (LOCKED SHUT & BROKEN) #20 DI -3A MANHOLE c TOP = 387.81' #15 TOP = 376,70' BOX IN = 380.5' IN = 367,6' OUT = 375.5' PEDESTAL (VENT = 375.0') MONITORING OUT = 367.4' #21A 4" PVC OUTFALL WELL INV = 363.77' MOORES CREEK SS INTERCEPTOR (LOWER): PIT #16 TOP = 371.53' #218 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' 8?" IN (FROM NO.) = 361.5' #24 15" CMP OUTFALL 8?" 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" GMP 8" DROP? IN = 357,6' INV = 375' OUT = 355.7' #22 TOP = 365.18' IN = 3547' OUT = 354.2' SURVEY NOTES Y D0T GE , ERA '3 F ES 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 GUTTING OF PAVED OR SJFFACETR ATED ROADS IS NOT PERMITTED, ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED, ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG -6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6, THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY, 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF ANY WATER IN THE ROADWAY, 8. STANDARD GUARDRAILS AND/OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTYfTOWN 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 216, 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 VOOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW, ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14, THE ENTIRE SURFACE OFT E ROADWAY (OLD AND NEW PORTIONS) S) SHALL BE OVERLAID ANDRE-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, SI -TALL BE ASSUMED BY THE DEVELOPER. '15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16, ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED'. IT THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE, 18, TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS, IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION, 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS 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 E TABU : NUMBER DIRECTION DISTANCE L1 S 25°45'15" E 45.00' L2 N 5605233" E 56.84' L3 N 73044'05" E 70.94' L4 S 85°45'33" E 141.017' L5 S 72033'39" E 6'}.33' L6 S 50040'06" E 64.27' L7 S 35°27'54" E 71.97' L8 S 13014'20" E 89.00' L9 S 340501'23" E 191.43' 1_10 S 52019'19" E 134.66' L11 S 380001'12" E 138.016' L12 S 31°47'3$" E 131,15' L13 S 360301'32" E 88.037' L14 S 13044'20" E 90.00' L15 S 48°14'41" E 97.16' L16 S 63048'17" E 140.01" L17 S 35042'05" E 148.05' L18 S 60047'53°" E 65.32' L19 S 70036°055" E 107,58' L20 S 49049'34" E 72.30' L21 S 41 013'10" E 6511' L22 S 87023'59" E 58.48' L23 S 43013'50" E 25.59' L24 S 84032'05" E 17.79' L25 N 65022'01" E 65.58' L26 N 52'40'13" E 36.90' I . 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 REFERENCEDTO SURFACE FEATURES OR PROPERTY LINES. 4. AERIAL TOPOGRAPHY PREPARED BY: VIRGINIA RESOURCE MAPPING 210 N 21 ST, UNIT A PURCELLVILLE, VA 20132 PHOTOGRAPHY DATE: DECEMBER 2002 25 . F D SHOWN A BEING A PORTION F PARCEL 2A O A PLAT F 5. OVERLAP AREA CONTAINING 1, 0 SQ T. AN HO N S E G T 0 R N O HUFFMAN-FOSTER & ASSOCIATES AND RECORDED IN CO. D.B. 464, PG. 45 AND ALSO SHOWN AS BEING A PORTION OF THE PROPERTY ON A PLAT OF O. R. RANDOLPH RECORDED IN CO. D.B. 257, PG. 47, PLAT, 6, BOUNDARY SURVEYS PERFORMED IN JANUARY 2003 AND FIELD VERIFIED IN AUGUST 2012, UTILITY SURVEYS PERFORMED IN AUGUST 2003 AND APRIL 2013, GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJFCT YORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULDTHE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 3 THE SPECIFICATIONS OR APPLICABLE CODES, IT 6 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IF WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE kGCEPTANCE OF FULL RESPONSIBILITY BY THE Ci1NlRACTOR TO COMPLETE THE SCOPE OF THE WOP.IO AS DEFINED BY THE DRAWINGS AND F ? 'V AR1 NUMBER DIRECTION 'I I DISTANCE L27 N 63047'21,° E 103,27' L28 N 48051'09" E 117,87' L29 N 72021'31" E 40.36' L30 N 62°10'58" E 62.92' L31 N 34023'58" 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 67014'58" E 54.07' L36 S 80°20'49" E 42.45' L37 N 70028'28" E 60.94' L38 S 41-1310" E 42.28' L39 S 82"17'53" E 75.19' L40 N 51034'57" E 90.10' L41 N 29°55'52" E 94.32' L42 N 63028'27" E 68.44' L43 N 43023'57" E 83.99' L44 N 10Q40'38" E 78,62' L45 N 35000'11" E 151.39' L46 N '18051'49" E 133.94' L47 N 30037'56" E 135.46' L48 N 72056'38" E 66.81' L49 N 55°14'43" E 129.56' L50 N 57039'54" E 201.00' L51 N 39°57'32" E 88.99' L52 N 67017'015°' E 19.76' OPEN SPACE CALCULATIONS - OVERALL SITE 3,782,315 SF 'I I - SIGHT DISTANCE 21.71 AC - STORM DRAIN CY - SANITARY SEWER - -- WATER DI - -- PUBLIC ACCESS \D1 PHASE II PLAN COMMON SHARED IE - TOTAL INGRESS -EGRESS I - PUBLIC UTILITY VA - VARIABLE WIDTH S 11 - STORMWATER FACILITY MANAGEMENT OPEN SPACE CALCULATIONS - 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 9/12112) CY BENT CREEK PARKWAY (ROW) 332,896 SF 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 tA-tCOUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1PRIOR 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 STAND.ARDS 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 R A , CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED, 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE- CLAS 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 CONSTRUCTION NOTES) 1 ALL MATERIALS AND CONSTRUCTION MUST BETEST D AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS, 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THEPUB I 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 VVITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. T 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 ATALL 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 VDOTTS VIDEO CAMERA INSPECTION PROCEDURE. ACSA GENERAL W.c TER AND S 1'WER ONDITION 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA, 4. DATUM FOR ALL 'ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 8, VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9, TREES ARE NOT PERMITTED IN THE ACSA EASEMENT, 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2.014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT), ZONING AND SITE TABULATIONS I...tLATION PARCEL: 076M1 -00-00-002B0, 076M1 -00-00-004A0, 076MI-00-00-002AO & 07700-00-00-011E0 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 9/12112) CY PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9/12/12) LINE / R.O.W. LINE CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9(12/12) BL PROFFER STATEMENT DATED 09-04-12 (APPROVED 9/12112) PVI FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED 3/13/13) PROPERTY LINE FINAL SITE PLAN - WEGMANS - SOP201300065 (APPROVED 10/30114) 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: TION LINE OVERALL DEVELOPMENT AREA: 37.90 AC (EXCLUDING .ROW) LANDSCAPE PLAN REQUIRED: YES TOTAL BUILDING FLOOR AREA: CONCRETE CURB & GUTTER WEGMANS: 140,000 SF PHASE 11: 329,031 SF OVERALL DEVELOPMENT: 469,031 SF PARKING SUMMARY DEPRESSED CURB AND GUTTER OVERALL REQUIRED (4.5SPACES/1000SF): 2091 SPACES WEGMANS PROVIDED: 801 SPACES PHASE II PROVIDED: 1369 SPACES OVERALL TOTAL: 2170 SPACES DRAWINGSTANDARD _ FOR ENTIRE PLAN SET NOT TO SCALE) EXISTING N01 -f- TYPICAL NOTE TEXT PROPOSED NOTE STM ONSITE PROPERTY CY '! LINE / R.O.W. LINE POINT OF VERTICAL BL NEIGHBORING PVI - - PROPERTY LINE BUILDING R INTERIOR PARCEL LINE BM BUILDING EASEMENT REINFORCED CONCRETE PIPE FG LINE e --- SETBACK® - RET LINE 9 I8 TION LINE WALL 4 o� CURB AND GUTTER CUBIC FEET R/W CONCRETE CURB & GUTTER SPILL CURB TRANSITION CURB CENTERLINE t' ,_, SLOPE OF WALL CORRUGATED DEPRESSED CURB AND GUTTER ----------------- OF WALL SAN UTILITY POLE GRATE METAL PIPE WITH LIGHT CONN POLE SF SQUARE FEET LIGHT ✓ TRAFFIC i u In LIGHT U UTILITY C a� ?r� POLE TYPICAL n LIGHT ACORN Gzzz' LIGHT ,-- TYPICAL --�- SIGN PARKING Ax� COUNTS - -^ �- CONTOUR 19 ------------- 169------------ LINE 187 TC 5164 SPOT C516,001 TC 515,00 IBC ` ELEVATIONS 515.55 SANITARY SAN LABEL -' STORM X LABEL r� SANITARY SEWER eL b LATERAL /y UNDERGROUND W WATER LINE �- UNDERGROUND E 22 ELECTRIC LINE a 0 UNDERGROUND G GAS LINE OVERHEAD OH WIRE UNDERGROUND T TELEPHONE LINE UNDERGROUND G CABLE LINE STORM o SEWER SANITARY S SEWER MAIN c.i HYDRANT i SANITARY MANHOLE DI) STORM 4*I J. I MANHOLE MANHOLE /4'M WATER METER wV w WATER VALVE U GAS VALVE GAS METER I J TYPICAL END SECTION �Ill HEADWALL OR OR ENDWALL YARD INLET CURB INLET O CLEAN O OUT a' } /0 ELECTRIC ` MANHOLE ( T`} TELEPHONE MANHOLE c ELECTRIC r BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT BENCHMARK BORING FORNSPLAN ET E P AC ACRES PO POINT GRADE G OF A E AMERICANS WITH ADA PROP PROPOSED OPO D DISABILITY ACT ARCH ARCHITECTURAL PT POINT OF TANGENCY BC BOTTOM OFC POINT OF TANGENCY, CURB RB PTCR U RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE BK BLOCK PVI POINT OF VERTICAL CPP CORRUGATED PLASTIC PIPE STM INTERSECTION CY CUBIC YARDS S/W POINT OF VERTICAL BL BASELINE PVI TANGENCY BLDG BUILDING R RADIUS BM BUILDING RCP REINFORCED CONCRETE PIPE FG BENCHMARK e DEGREE BRL BUILDRESTRI RET RETAINING WALL 9 I8 TION LINE WALL 4 o� CF CUBIC FEET R/W RIGHT OF WAY CL CENTERLINE S SLOPE OF WALL CORRUGATED GRADE LOWER SIDE CMP OF WALL SAN SANITARY SEWER GRATE METAL PIPE GATE VALVE CONN CONNECTION SF SQUARE FEET CONIC CONCRETE STA STATION CPP CORRUGATED PLASTIC PIPE STM STORM CY CUBIC YARDS S/W SIDEWALK DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB I DOM I DOMESTIC I ELEC I ELECTRIC TELE ITELEPHONE TPF I TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT TYP TYPICAL ES I EDGE OF SHOULDER I UG I UNDERGROUND EW END WALL UP UTILITY POLE EX EXISTING W WIDE FES FLARED END W/L WATER LINE LOD SECTION LOS LINE OF SIGHT FF FINISHED FLOOR W/M WATER METER FH FIRE HYDRANT ± PLUS OR MINUS FG FINISHED GRADE e DEGREE G GRADE O DIAMETER 9 I8 GARAGE FLOOR (AT w O ul Ir a wff 4 o� GF DOOR) # NUMBER G a GN G2 OM t- cn GRADE HIGHER SIDE GH OF WALL GRADE LOWER SIDE GL OF WALL GRT GRATE GV GATE VALVE HIGH DENSITY HDPE POLYETHYLENE PIPE o ¢� o= HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT us LANDSCAPE MAX I MAXIMUM a'�11►� t[�1l�iITi1Q t MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE U- POINT OF 4 COMPOUND PCCR CURVATURE,CURB 5 RETURN PI POINT OF INTERSECTION REVISIONS REV DATE COMMENT BY 2 s FOR APPROVAL DRH 3 10/1/15 U- 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 F --I ri - DRH �zCOF-�J Z W --w� 3� AMENDMENT III FOR APPROVAL DRH 9 I8 8/5/16 w O ul Ir a wff 4 o� 10 H � _ DRH G a GN G2 OM t- cn s C wo w o 2 Q rz o ¢� o= ✓ i u In r r aaJ a� ?r� n Gzzz' O-4®sw U) <w U a o co H �Q W _ s r� � b -� 22 a I W 6 o c.i W REVISIONS REV DATE COMMENT BY 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 6/30/16 AMENDMENT III FOR APPROVAL DRH 9 I8 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH (THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VAI -800.552-7001) (MD 1.800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD LD.: SD7 PROJECT: MINOR SITE PLS AMENDMENT IV F' C)TZ Tu x STAl Tlf OVERALL L PI I ���E 1 1 1L LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com an DANIEL R. HINES 7 .� Lic. No. 043176 4' fl� 9120/16 ,4it L�NAL r SHEET TITLE: GENERAL NOTES SHEET NUMBER: 2B /¢ n i J I A, a- / i t i Ny �p 1 r O WNW isitill - °Imuo(NWlllgl � i ea`'° sryryrya tr �,1A. e ° 9ayo„�,aa { ,.-•-.'� J'� / IV 771, 0,5p., Npry / ° T 1' NINA 11 W N w REVISIONS REV DATE COMMENT BY 2 8127/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 11120/15 LETTER OF REVISION DRH 5 1/29116 AMENOMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 525(16 AMENDMENT III DRH AMENDMENT III 8 6/30!16 FOR APPROVAL DRH 9 8/5116 AMENDMENT IV DRH COMMENT REVISS 10 920118 ION gMENDMENT IV DRH THE— WNG STATES REQUIRE NOT F CAi ON eY ExOAYATORE. DES GNERE ORANY PERGON PREPARING TO G STU THE STATE. (1hNRGINIA MARYLAND PND ELAWARE 011) (M I -SM 216118) (PA I-9I-11ne) (VA tdOSd52-T0011(MD 1800. 7-7 )(DE 1d00-2azd555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 CRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02120/15 SCALE: 1"=120' CAD I.D.: SP7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR STT',( STREET STATION OVERALL PHASE TT LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20166 Phone: (540)349-4500 Fax: (540)349-0321 www. Bohl erEngineering.com DANIEL R. HINES Lic. No. 043176 R 9/20/16 SHEEP TITh(:: OVERALL SITE PLAN SHEEP NUMBER'. d 120 60 30 0 120 I� 1"=120' Yr / LEGEND: ROADWAY PAVEMENT / HEAVY DUTY PAVEMENT / 0/ STANDARD DUTY PAVEMENT / / HEAVY DUTY CONCRETE / STANDARD DUTY CONCRETE NINA 11 W N w REVISIONS REV DATE COMMENT BY 2 8127/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 11120/15 LETTER OF REVISION DRH 5 1/29116 AMENOMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 525(16 AMENDMENT III DRH AMENDMENT III 8 6/30!16 FOR APPROVAL DRH 9 8/5116 AMENDMENT IV DRH COMMENT REVISS 10 920118 ION gMENDMENT IV DRH THE— WNG STATES REQUIRE NOT F CAi ON eY ExOAYATORE. DES GNERE ORANY PERGON PREPARING TO G STU THE STATE. (1hNRGINIA MARYLAND PND ELAWARE 011) (M I -SM 216118) (PA I-9I-11ne) (VA tdOSd52-T0011(MD 1800. 7-7 )(DE 1d00-2azd555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 CRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02120/15 SCALE: 1"=120' CAD I.D.: SP7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR STT',( STREET STATION OVERALL PHASE TT LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20166 Phone: (540)349-4500 Fax: (540)349-0321 www. Bohl erEngineering.com DANIEL R. HINES Lic. No. 043176 R 9/20/16 SHEEP TITh(:: OVERALL SITE PLAN SHEEP NUMBER'. d 120 60 30 0 120 I� 1"=120' /FP CITY TM. 218, PAR. 11 I \ ZONED HW USE. VACANT LAND S N/F IWILLOUGHBYPROPERTY W N 3esz535 T 1Y L;I1 ISS N OWNERSASSOCIATION / D.B. 462, Pg 176 (City) m ` ¢ D -B- 327, Pg 109 PLA T(City)� \9 WE E RE ..... ✓" M� NBARt' g5 (C- 31 C� "....�..,� .3a� 3e2 Ppi pB / /Ae O,4 7 -STREAM BUFFER 1/NE 5 7— S -1 `6 Y " " DISTURBANCE ri. I o -z EF Wim+ cR TOg( µt. ARDRAII 8'Pv� h OA6 - %. n / F / J 9.7'I` / G2 / ' / / y / / bill SHOPS IN . BLDG. 140 9,366SF0 FFE=415.00/ 1084' ik - ��— -25.. 3TC / �� .� g HANDRAIL AT AIL AT CP OF RAISED ❑ 'Ff�,A� _�O .REFAININ CONCRETE WALT( 140 L.. 170' ANDRAIL ROP - SHOPS O m CHLINE d SHEET 6 ioa BLDG. 1600 a BLOC 1300 PLAZA - 11,214 SF GUa6oRaILPRP.BLDG. 1500782.SEATS33,765 DEN I.7Py, FFE=416.50 N 3892057 / SF CG -12A I I FFE=415.00 1084' ik - ��— 59' _ Te 1111111m PROP. PROP HANDRAIL AT AIL AT CP OF RAISED 'Ff�,A� _�O .REFAININ CONCRETE WALT( .. L.. 170' ANDRAIL ROP - SHOPS O DRAINAGE EASEMENT ioa BLDG. 1600 PROP MAJOR TENANT „�^, PLAZA - 11,214 SF GUa6oRaILPRP.BLDG. 1500782.SEATS33,765 DEN FFE-414.50 " N 3892057 PROP BOLLARDS SF CG -12A I ♦ r FFE=415.00 CO24 � CO2ff: `C033. 226.3' IIS//(������-PBRO� LURC / I�21 )P- -Q:51U m /❑ADA 9IGN _ ® ¢ST ro 639 18 AI 24' 18' 18' 24' , 78' 18' EASEMENT Nt `,C_�T 1' �, 10\ a bN DRN C PROP. PROP DEN D_ m BOLLARDS BOLLARC 90' :, .. L.. 170' ROP - SHOPS O DRAINAGE EASEMENT ioa BLDG. 1600 BLDG. 1800 S PLAZA - 11,214 SF 4,388 SF RNA- DEN FFE-414.50 " PROP PROP BOLLARDS CG -12A I ♦ r C627 `.J CO24 � CO2ff: `C033. _ )P- -Q:51U m /❑ADA 9IGN _ ® ¢ST ro 639 18 AI 24' 18' 18' 24' , 78' 18' EASEMENT Nt `,C_�T 1' �, 10\ a R COUNTY T.M. 76M2, PAR, 68 ZONEDRA CITY T.M. 21B, PAR. 13 ZONED R3 USE.- VACANTLAND N/FKEITHO. WOODARD D•B. 695, Pg 336 (City) D� 122, Pg506PLAT (Co.) ���STREAV BUFFER LINE E `♦ \ \ I ST \ _ H\ STM H-2 MATCHLIN E -SHEET 6E ♦ \ a N/ N AN ao zo 10 ao DOTES: 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. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 5, ALL SIDEWALKS SHALL BE "CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6, HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 7, ALL CURB TO BE CG -6 (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED. 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 0 SHEET KEY I w � P4Zh Eosw zu °i HOW R �1JH IL IL W O • � oio W O n SN oo� � z C o q � a O J W � REVISIONS REV DATE I COMMENT BY 2 827/15 FOR APPROVAL DRH MINOR SITE PLAN 3 10/1/15 AMENDMENT1 DRH 4 11/20115 LETTER OF REVISION DRH 5 1129116 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 1 5/25/16 AMENDMENT III DRH 8 6130/16 AMENDMENTIII DRH FOR APPROVAL 9 8/5/16 AMENDMENT IV DRH COMMENT REVISIONS 10 9/20/16 AMENDMENTIV DRH THE OLL01MN0 STATES REOU RE NOT FI—N SY E%CFlVAiORS DEE GNERS Oa ANY PERSON PREPAR NO TO DST HEEARTHSSU E E. cN=die ous;m1.AN11E i1E In EsTAr rvA+soossz 7oott cmD 1 ma s] _)(DE taso-aazasssl APPROVED FOR CONSTRUCTION PROJECTNo.. V122001 DRAWN BY JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: SP] PROJECT: MINOR SITE PLAN AMENDMENT IV -FOR- 5TH OR5TII STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www BohlerEngineering. oom ��pLTH OF V DANI O Lic. No. 043176 �O 9/20116 A& SHEET SHEET TIITL�E: SITE PLAT SHEET NUMBER'. 6C 21 STO N ROP 'NTLR SIGN �2aREST. O DRAINAGE EASEMENT lF D- BLDG. 1800 5 4,388 SF R COUNTY T.M. 76M2, PAR, 68 ZONEDRA CITY T.M. 21B, PAR. 13 ZONED R3 USE.- VACANTLAND N/FKEITHO. WOODARD D•B. 695, Pg 336 (City) D� 122, Pg506PLAT (Co.) ���STREAV BUFFER LINE E `♦ \ \ I ST \ _ H\ STM H-2 MATCHLIN E -SHEET 6E ♦ \ a N/ N AN ao zo 10 ao DOTES: 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. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 5, ALL SIDEWALKS SHALL BE "CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6, HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 7, ALL CURB TO BE CG -6 (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED. 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 0 SHEET KEY I w � P4Zh Eosw zu °i HOW R �1JH IL IL W O • � oio W O n SN oo� � z C o q � a O J W � REVISIONS REV DATE I COMMENT BY 2 827/15 FOR APPROVAL DRH MINOR SITE PLAN 3 10/1/15 AMENDMENT1 DRH 4 11/20115 LETTER OF REVISION DRH 5 1129116 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 1 5/25/16 AMENDMENT III DRH 8 6130/16 AMENDMENTIII DRH FOR APPROVAL 9 8/5/16 AMENDMENT IV DRH COMMENT REVISIONS 10 9/20/16 AMENDMENTIV DRH THE OLL01MN0 STATES REOU RE NOT FI—N SY E%CFlVAiORS DEE GNERS Oa ANY PERSON PREPAR NO TO DST HEEARTHSSU E E. cN=die ous;m1.AN11E i1E In EsTAr rvA+soossz 7oott cmD 1 ma s] _)(DE taso-aazasssl APPROVED FOR CONSTRUCTION PROJECTNo.. V122001 DRAWN BY JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: SP] PROJECT: MINOR SITE PLAN AMENDMENT IV -FOR- 5TH OR5TII STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www BohlerEngineering. oom ��pLTH OF V DANI O Lic. No. 043176 �O 9/20116 A& SHEET SHEET TIITL�E: SITE PLAT SHEET NUMBER'. 6C i 75 r 719. 4'�PC 50 0 . ZZ #LIMITG OF ITURBANCE 25 o • / �� J3 076 \\_ p RIP OP. y,,,�j r lW£PAADS 06 .--J"', b DISTURBANCE .,. ST J ZN PROP ')Ir [1 ® -0iBY2 140 —�a - Sr STM SO n �LJ7 �l/ �l[ATCH INE e SHEET � I sIGIs T4 SPRINKOLERED 1 - BLDG 1300 / T / � s 7,406 SF v 3q y, FFE=416.50 dy }; 100.1' �8' — _I ' P PSTOP S N(TYP') / 24' 18' 18' M I-03 5P _ a� AOA SIGN ®� lag epag 18' 78' 24' 18' 18' T BiM" a,STM •6 ��9. -�i1s ® mi ® sTM� -I PROP. 137 A ASIC 24' is IS 24 o ri v E RO 10' AGE S M,'. DUMP T ER _. _._ ...— – – – – – – – y } 126.1' ENi I RETAIMNI C� / P1,L 229 SHOPS 16 / 18 i6 15 15 15 15 - �-. 18 / SPRINKLERED BLDG. 850 10,127 SIF FFE=416.50 _ 14 w - - N3B91760 PROP. CG -12A PROP. 6'CONC P. a,,STm -00 ' / RROP. SPRINKLERED CG -12A BLDG. 800 8,493 SIF FFE=416:50 x_9 WA ST ,MINI p \ ,je, m., �. ....''•.4 eo4s - =' o e F29 ,;• ROP.s'corlc. WALKWAY 151 150' _.....____ PROP, STAIRS WI(3)5-RISERS 93 (-PR o m 0 {�; F. OP. SING CISTERN WATER HARV STING CISTERN (SEE 125 �, 5.3' 155.3' ' MAJOR TENANT:F SPRINKLERED o ISTM i3 IOI IGI Itq 17 17 17 17 ♦i I's 17 n l BLDG. 700 II im PRO E'I Gu DRAa OYy; o R1 fFE=418.50 PROP. _ ADA SIGN STM 157.00' 163 4' 18' 18' 24' 18' 18' 2A' IF 18' 24' TM 18' 24' 18' 1S' 9 BOLLARDS 24. -. 182.17' -- I r`. SIGN TYP, 12' STM ❑ rc lag D �- J}? y 3'R 3fi a �.- - m�13 •f 810N (TYPJ Ap STM ® - S� STM STOP l P. PROP CG720 SHOPS ,z6 $ SPRINKLERED ' BLDG. 220 '. 7,008, BLocNzaoam FFE=420.50 8 � ©� RO(p. 13 q SIGN �:� s. �-- = t 665- SFOR SIGN (TYPJ IGN 7 T6Tw PROP PST IRS 1I 96.56' RIPdiAP +• PROP 2,052 SF t STM gq ApA =42000 f„. - gT REST. Ol 4%T [] A3 i NY15 -U E;1 SIGN P 0 71.53' 169 - t5'� �' 04 SPRINKLERED ,y ♦ r fMf+'VO { ♦ r - L --' Sot BLDG. SIF - I 18' STM PROP 10 7,551 SF 5 3 r . ♦ ♦ RI, 9' A44 CGt2A J FFE=422.50 O n v 3$ w 1 /I}AND IL -� � A� � 955' � '¢ PROP P . STPI,:. �Uf a' L, m ')S �RUP.I'ERGO� — STS 492'4, PRO J PROP. PROP STS d G; SEEARCHITECTURAL ADAS SIGN (IY P.) PATIO �.. S�PIANSFOR DETAILS 4. `Sq j PROV \ 11 1 PR P. � .PRO 5(M r 4 C 72A 9' 8 8 ',ADA SIGN ViIEb¢Af�D A39 � ,.-- _ • Axa , -_ _. _ __ _ _ - a - �.• ,: iia �, e•."Ii%.., a :- e a y� © ■� m ■■ NOTES: 1. SEE SHEET2A FOR GENERAL NOTES. 2. SEE LINE TABLE ON SHEET 26 FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 5. ALL SIDEWALKS SHALL BE "CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 7. ALL CURB TO BE CG -6 (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED, 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. C! SHEET KEY I a o a z H W HN .. ♦5 s M O,� om o::oxa w Ww'r WO♦ oro? S§ m� z x°w o♦ ♦♦♦ .15h a z z H a F oqqz 6Am C I1 v w � REVISIONS REV DATE COMMENT BY 2 6/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN DRH AMENDMENTI 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2112/16 LETTER OF REVISION ORH 7 5/25/18 AMENDMENT III DRH AMENDMENT III 8 6/30/18 FORAPPROVAL OFF, 9 8/5/16 AMENDMENT IV DRH 10 9120/16 COMMENTREVISENTIVIONS DRH AMENDM THE— W. ONGSTATESRMURENOT F{-.AT(ONBY D STURB _ EARTH G SURFACEANRY✓vHERE N THE STATE. (MMRGINIA MARYLAND MD DELAWARE 811) (M 1200.28n8)(ssP' 1 000.2a21ne) NA 1E005s24a01)(M0-1 .800. n'n)(DE 190W.202As85) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKEDBY: DRH DATE 02/20/15 SCALE: 1 ”=40' CAD I, D.: SP7 PROJECT: ppg{y SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL ]PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGIN E E R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax (540)349-0321 DANIEL R. HINES Lic. No. 043176 9120/16 SHEET TITLE: SITE PLAN II SHEET NUMBERED ROP. BOLLARDS W2 PROP CO -124- , CO24 CO22", A' ,' CO231'-- TM 13 2 16 -"20- - 1-46 M M .275.4'R ° SI.6�, 54 PROP. STOP I-22 8T07 4 NO PROP IT ST PROP 18' 31G / DRAINAGE EASEMENT 24' EASEMENT 18' 24' 78' q 18' STM y1 F- REST. 2 BLDG. 1800 4,388 SF FFE=414.65 75.50' � 15 15 �%4 I6 16 1B ifi i6 IS N 0 N 3891760 g W. I4 y4 I MATCHLINE - SHEET 6C COUNTY T.M. 76M2, PAR. 62 zONEDPUD 1�T \ � \v ` USE: OPENSPACE- VACANTLAND 1`I NIF WILLOUGHBYPROPBRTYOWNERSASSOC ` y NO' N 3891830 \ \ i `q , D.B. 834, Pg 68 (Co.) D.B. 697, Pg 321 PLAT (Co.) \\ xx� E T17 1.62 \\ 1 MPR EWS PROPOSED WIT - ♦^ \ • ROA�,4$j0I�V0EMENTPLANFORFI \ \\\ ` 49FW I ADEK A SIGN 12008' PROP 14U T1 \ �q PARREEIEM E.AURDIN NN FOR ON-SENTCAPPROVAL. m . - ♦ PARKWA 4- h 9R ,. ,➢ 'P 1d.1' M MINI OUMPSTERS BLDG. sTM 4 4 9SF ,949 SF FFE=416.50 ROP �o �T-I " -23 T m m a Tt I 137.iT STM M1\'FP 1575 at I'� 17 li 17 15 1 MAJOR TENANT D DUMPSTER -ADA s GN_ SBLDG. ERED PROP. 116. BLDG. 2000 sing 32' S, 14,104 SF 1-17 LANDSCAPE m POP. = FFE=418.50 09 ROP s50 �( .WALL sT r T13 \ (�G12A DING \ 18 \ ��c \ \ \ 24' T 18 24 18' 18' 20.' 18' 18' 24' 18' 18' 241AR 1.8' ° I.27 - 135.17'44, PROP. I-19 ¢OL NB \ s 3*R? 3R 3' i a� aR OP. STOP 5 5-28 O5 R 19 l I� 1.35 STM n ROP(TyP) STM 057 IGN (WP.) SIGN (iYP) 05 - y� r OPS PROP 85 iT:9' RISER T5 �° SPRI KLERED DU PETER s - .� r �I .�I FF 420.50 12 DA SIGN 086 i \ PROP �R h BIL G. 900 '44 PETERS Is BLDG. 2100 A 9s 56' - ROP 6 ' FE 74 8 5 20.t' \" t 'I I 117% 19.00 9 ie' a 24' I. 2r J 0 314]' 19.83'I ?1 = 1 0 :1983' 1950 19.5 F I S I I SHOPS I. s ..� .. - t 7 NBLDG. 1000 .. s A PRO 04� / P: PREP CG -3.7,78 SF a. 9' 15 GAS �,. w_ t cG.1 wo V FE=4 2.50 a o '� 1,R - PR I PROP ADA Si N I ri W 78 P STM ` fi /CG3�46'F � Q • a ^P a PROP. PROP. 12' STM 18' :• i8 R0'i. P �RANSITSTO� tANDSOAPE STOP 7 SIGN W.,SHELTER W .17 PROP. 8 033g RiOP PROP. ° NDSC`APEI,�. 28 - WATER gSG1?B- i TURE R a NyP: ' t d 3 °' s ..YT RU 71P ROPP 12A CG - .1 5 STM NOR 1 y - -. Q STM STM PROP. T -1 PROP. STOP D-13 RGP. STOP PARKING SIGN- S SIGN (TIP.) ITYP.) BL G. 1100 y: y o -M s y ye h st 8, 20 SF .r ar er FF =424.50 57,1ar ar ° T ar 7 i6 14 14 8 A aas 18 1fi B B 11 f7 9 141ST ,1' - -- -- 24' -18' 18'- 24' -18' 18'- 2' 18' 18'- 24' 775' 7' 17.5' 24' -10' 18' 24' -18' 18' 24' -18' 18'- 24' -18 1 01 016 0,0 010 DASIGN j \ SA m STM 1R °•. L L sr er p 1� ATCH]I.�,)[N E e SHEET�G m A \ `7 STREAM BUFFER 1/NE \ .A \ OUNT7�T.M. 76M2-1, PAR. C e z AEDPUD ENSPP GF- VACANTLAND \ `NNNN RANDOPHD. WADE e a \ i�J.B\1087,PgS49PLAT(Co) LIMBS OF PROP. STOP DISTURBANCE \ \ \ SIGN ITYPJ N` \ \ \ D F� W Arq \ \ .1 a\\ \��\. NOTES: 40 20 ID 0 40 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. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 5. ALL SIDEWALKS SHALL BE "CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6, HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD43), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 7. ALL CURB TO BE CG -6 (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED. 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. AN OVERALL SPECIAL USE PERMIT FOR THE PROPOSED DRIVE THRU USES IS CURRENTLY BEING DISCUSSED FOR ENTIRE SITE. PROPOSED DRIVE THRU LANE WILL BE FINALIZED WITH FUTURE DESIGN, ADDRESSING SPECIFIC SITE CRITERIA, PRIOR TO DRIVE THRU APPROVAL. 11. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. c SHEET KEY { IV zwg �s F-1 W sous w W �� CioF� dti Z IEffi w 96 W � Ag§ z W < r `a ° c �� PI � H w 00 14 Q tl6 REVISIONS w REV DATE COMMENT BY 2 827/15 FOR APPROVAL DRH MINOR SITE PLAN 3 10/1/15 AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1129116 AMENDMENTII DRH 6 2112/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH AMEN DMENTIII 8 6/30/t6 FOR APPROVAL DRH 9 &5/i6 AMENDMENT IV DRH 9 920/t6 CO MM ENTREVISIONS DRH AMENDMENT IV THE FOLILCANNG STATES REDUIRE NOTIFICATION EY RS DESIGNERS,ORANY PERSON PREPARI GTO DISTURB OTHE EARTHS SURFACEANYWHERE N THE STATE. (IN NG NtA MARYLAND AND DELAWARE 011) (wy t. acns+seaael211-)(.. PA j_-2-;-) s 2a ;n ) NA ts00853 ]Ball (MO t BO0. s] -) (DE 1800202d50a) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKEOBY'. DRH DATE: 02120/15 SCALE: VS40' CAO, P7 PROJECT: MINOR SITE ,PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA [M BOHLER11 E N G IN E E R IN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax (540)349-0321 DANIEL R. HINES Lic. No. 043176 9/20/16 tf1WVALEX4 SHEET TITLE: -_--_1 SITE PLAN SHEET NUMBER':?'}��yv �1! E _ _____________ _ Ems, --------- ________ _ _ i4--------------- i _ --— - _ ,31 � i� ; , _ ,1\ --------------- �1 , " ----------------------------- - -- — — — — �- --- 1 6 - ---- ---__ --------------- ------------- TIT --------------- Em , OR YSE IlYI/ , , QY,j ` , , ,j , s z s 3 .\` i _ F. , , _ s i" TM y - - - _ - F7 I: \ l / 2 1 � ',/' AN AI* / ,•-�".,� If S�IMITS OF \ `.\ DISTURBANCE ---------- 41/ b 414 _ i SHOPS BLDG. 1400 1,111 IF FFE=415.00 414 4 35F�r/ ICHiEk3; 1 a�s[�Y��i /IAS ,4�f01F:9 � s � Wit,; �. 4s96xn7 17 � � • L�R:>ti1n ------------- , --- _ ----------- -- /7 i — - y if AV l � � N .3891180' o M ------------ ,1. \ ----- , P - ��G \. ,'-•�~ R`.0 \ ``\`` 410 _ _ ------------------------ -------------------- \ \------------ -y 41 0 41; - MA70RTENANTF ------------- - BLDG.1500 a 782 SEATS 33,765 SF FFE=415.00 - * RAMPS AND FINAL RAMP LENGTH SHALL BE DESIGNED BY THE BUILDING ARCHITECT AND BUILT WITH THE FINAL BUILDING PLAIN N 4 4! F P�.AAZA D.' SHOPS BLDG, 1600 11;214 SF �\ FFE=414.50 DRAINAGE EASEMENT ------------ 1 sq�n'Bu Mf'' R . ROW. \\� \ X70 TM STM }}}��� /}.��\_- _-_T-'�}}}�����-q? 15 M L Jl �./JL LIN SHE I� w� ROP EASEMENT ROP. OW. N 3B97B50`n\ ` -,,REST,10 B4,388 S 40 20 10 0 40 V=4D' l"i 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. SHEET KEY I i� E Z s �'ooa ;w w w.z===w � 050 ;I W " w – m 3.. ♦10 jill� oz oi. � '1L 11WT�', w o� �€ 1 z mzO2 �s w w �N z z � F y L oa 0$ea REVISIONS REV DATE COMMENT BY 2 8/27AS FOR APPROVAL DRH MINOR SITE PLAN 3 10/1/15 DRH AMENDMENTI 4 11120/15 LETTER OF REVISION DRH 5 1129/16 AMENDMENTI! DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 8/30/18 AMENDMENT III DRH FOR APPROVAL 9 8f5/18 AMENDMENT IV DRH 10 920/16 COMMENT REVISIONS DRH AMENDMENT IV THE FOU—NG STATES REQUIRE NOT F CATION BY Ex—AT OR OEEIGNERSORANYPERSONPREPARINGTO OSTURBTHEEARTH SSURI—E STATE (M V 1eaos<s<Bae) ZPT D IU 2ARE 111) ryA fE0Bd527001)(MO 1-90a "nn) EE I -E-1555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE', V=40' CAD I.D.'. GPI, ' PROJECT', MINOR SITE PLAN AMENDMENT Iii FOR 5TH STREET STATION OVERALL ]PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINUa 20186 Phone (540) 349 4500 Fax (540)349 0321 www. BohlerEngineering.com �7 GRADING PLAN SHEET NUMBER q/ ' / C PROP. PROP R.0 ✓x ; A 5 — - •i �,` A, ' ,';� / /i , f GAB I STM 11 25 / 41/ b 414 _ i SHOPS BLDG. 1400 1,111 IF FFE=415.00 414 4 35F�r/ ICHiEk3; 1 a�s[�Y��i /IAS ,4�f01F:9 � s � Wit,; �. 4s96xn7 17 � � • L�R:>ti1n ------------- , --- _ ----------- -- /7 i — - y if AV l � � N .3891180' o M ------------ ,1. \ ----- , P - ��G \. ,'-•�~ R`.0 \ ``\`` 410 _ _ ------------------------ -------------------- \ \------------ -y 41 0 41; - MA70RTENANTF ------------- - BLDG.1500 a 782 SEATS 33,765 SF FFE=415.00 - * RAMPS AND FINAL RAMP LENGTH SHALL BE DESIGNED BY THE BUILDING ARCHITECT AND BUILT WITH THE FINAL BUILDING PLAIN N 4 4! F P�.AAZA D.' SHOPS BLDG, 1600 11;214 SF �\ FFE=414.50 DRAINAGE EASEMENT ------------ 1 sq�n'Bu Mf'' R . ROW. \\� \ X70 TM STM }}}��� /}.��\_- _-_T-'�}}}�����-q? 15 M L Jl �./JL LIN SHE I� w� ROP EASEMENT ROP. OW. N 3B97B50`n\ ` -,,REST,10 B4,388 S 40 20 10 0 40 V=4D' l"i 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. SHEET KEY I i� E Z s �'ooa ;w w w.z===w � 050 ;I W " w – m 3.. ♦10 jill� oz oi. � '1L 11WT�', w o� �€ 1 z mzO2 �s w w �N z z � F y L oa 0$ea REVISIONS REV DATE COMMENT BY 2 8/27AS FOR APPROVAL DRH MINOR SITE PLAN 3 10/1/15 DRH AMENDMENTI 4 11120/15 LETTER OF REVISION DRH 5 1129/16 AMENDMENTI! DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 8/30/18 AMENDMENT III DRH FOR APPROVAL 9 8f5/18 AMENDMENT IV DRH 10 920/16 COMMENT REVISIONS DRH AMENDMENT IV THE FOU—NG STATES REQUIRE NOT F CATION BY Ex—AT OR OEEIGNERSORANYPERSONPREPARINGTO OSTURBTHEEARTH SSURI—E STATE (M V 1eaos<s<Bae) ZPT D IU 2ARE 111) ryA fE0Bd527001)(MO 1-90a "nn) EE I -E-1555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE', V=40' CAD I.D.'. GPI, ' PROJECT', MINOR SITE PLAN AMENDMENT Iii FOR 5TH STREET STATION OVERALL ]PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINUa 20186 Phone (540) 349 4500 Fax (540)349 0321 www. BohlerEngineering.com �7 GRADING PLAN SHEET NUMBER q/ ' / C Hu II °d N 3892535 , ^I �1 LSl �L �,L"Cy N y� .. ucl NTERO SEMENT NITPRY SEg5 (OI% / /55 " rr'....>.. �".\ 3DB`.,P362 PG 2!_� sOyylSA RG. P--- 1 O G+o (1 f� 57RFiU! BUFFER ZINE + F L4 �/9 0 ITS OF / / � !• �w � � /( DISTURBANCE mIII �FP FP ST ® y STM 0 i E E ifi ♦ V .8'WREDUIDER Fe PROP. 8'XWTEE SERVI INV -008.85 19 M ` \ ROP 90° PROP. qqpp \\ \ ,a 1'GV N E— E E ES -6 PROP B1EN0� L L � �� -:. /y4Ba59 S`cP `� (2)-e•co D Ts \ \ � � Ay - /2'REDUCER PROP GAS T >S. `� 1 PROP. 6' FIRE METER 'PCq .9 ¢¢ �> .11.25° PROP. 2'DOM. SAR P6 N LAT. \®MC MH -56 yam` D WIL 1.5'WIM INV=40925 \ MAJOR TENANT F E 1/NE VA BLDG. 150D AA 782 SEATS ( S12 \ `�STRFAM BUFFER s ROP. ```� 6 / T19 33,765 SF / L¢¢ FFR=4oz GAB [J,/ � VQ // /` � ;,. PR s FIRE L_, HOF _ p DISTu �E \ \ `\ •p, \i ,/ :( METER i R '�-\• S` PROP. B'%8 TEE PROP 2 DOM 1 WIL 7.5" WIM ° PROP 90° BEND° F 8'X4' TEE 1-4'GV DRNC PROP. 6 -FIRE \ OXO \ \ I 1-4!X2' SHOPS +, PROP GAS PROP 45° SHOPS DR METER BENDS BLDG. 1400 9,366 BE V�A p,(,Tg��.t' p� FFE=415.00 PROP. 8'X6 TEE NV` P P.F /\!jLV. /' PROP. 2'DOM. SHOPS 2£'GV M 405. \\,Pq BEND o+ ?'+ }' BLDG.1600 PROP 1.5, OM. PROP.FDO _ \ \ \ \ \ y 1 R / W ROP 8'X8 TE PROP WIL 1' WIM S \ 18GV 4"SAN LAT P PROP. B'X4'TEE 11,214 $F W21.5'WIM. PROP q STM PROP. 6'X8'TEE INV -410.00 i-4'X2"REDUCER FFE=14 F ROP. WX4'TEE M`BTEE ROP. B'XB'X .s 3-8'GV PROP. FOC PROP. B'%6'TEE41 4 GV i-fi'GV 24'RCP FH f BE H\ ° i-6'GV SL�r v5lC,OP,Oa PROP. 8X66 TGV 1-.4'X2' REDUCER 6PHDPE8388 GV ,r wz sA� 150 2-B"GViM CO2 FOR'SLOd1500'p d i-B"GV INV -0036 ti:5 i / ST 0 Gv 18 RCP 'RCP _W 19+5 19 V � .,.,..� .�..+ \ \ i S y, 18 CP F 28713,` 23a00 * 2+J�3 �•— —� 0 P B'CIABS 52D 7 OBEND595-ifi 0'D �� \ \ ' S 1929. SEE N0TE�5 �\ \ 15 �Op OP. e'X4'TE IN,� SET BE' ,\ PROP. 45 BEN087 111 ��. P 0 " " "R STM •• Si ._ ..:. tµ. ROP i`� �/�\ 1'Jy �yI '}�I��-qV �Iy?j(���( �/���F /p�\ `�1/'V }��-�I['�1T }}}��� '��-y��'�I{-9�'I��F�q� .-- dMJIA 1/.HLI �l n w - SHEET wET 8D f -PROP w3 CMP 1-02 FR J bV Jld STC JLJL INE SHEET I4 w� FH � 15"RCP � ® a I � IMirBLDG SI I 1300 i 11.25° ..7,406 SF BEND / a'rc< 'Nooa FFE=416.50 �! — � / / // I / •' PROP. GAS PRMETER PROP, 8"W TGV )- 16-ROP15, CMP 15"RCP L15"CMP 4'CM o- - - - o I.27 // \ \ 1.39 24- RCP OSTM 24"RCP WPOP i INV pp �D \Z I.39 138 63] 15' CMP I -36o 75" CM/P 7500 GAL N 3891850 h 7 CMP // 1PROP FOC ��gqEASE 8 / 4 REST -TRAP LLX R g l sTM VA .. C e sT m . " 84 389 S€ O \ \ \ i Ii O�'L+�A'&1`.� \ 1xEREswNSlelurvoFlxEconlw4.TaroREVIEwuL"T no�wwwcs&Hosxcwcanons4ssecurFnwnxrtlsERwEcr [T.�l EPRCRronlEINh.' V OFCONSnWCnON.SHOULDTNER Po1INCTRFINN6.IOTWIIHMED000MEMIEU\TVETONGFNOi1TO111E_BTRUCTCNrE'NECOi0NO_TEPRO_ GNEERAEPlANCEOF FULLRESPONBINLRTBYIHECONIINCTCR rOCOMFLEIETHE PCOFEOF I11E WOIMAPDERNEO BY1NEgNWINGP&NDN PROPOSED EASEMENT LEGEND SI I SIGHT DISTANCE STORM DRAIN a'rc< 'Nooa — SANITARY SEWER — WATER — PUBLIC ACCESS — COMMON SHARED s€ — INGRESS -EGRESS — PUBLIC UTILITY — VARIABLE WIDTHS _ STORMWATER FACILITY MANAGEMENT 40 20 10 0 40 NOTES: V=40' 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE 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 16'. 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. 5. ALL BUILDINGS REQUIRED TO HAVE KNOX BOX. ., CI. f �T q SHEET KEY ), BOHLER E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 F" (540) 349-0321 www.BohlccerEngineering.com V V DANIEL R. HINES .p Llc. No. 043176 ;tpl �Oa 9/20/16 S\/ UTILITY (PLAN SHEET NUMBER: (�'V 8 \L/ a a'rc< 'Nooa g �$ W3.. s€ NAA IN�s P, W z o U V IF 0 E, N 61 ° °a c Q s � w � PEVISIONS REV DATE COMMENT BY 2 6/27/15 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN AMENDMENTi DRH 4 11/20/15 LETTER OF REVISION DRH 5 1129/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 6/25/16 AMENDMENT III DRH 8 6130/16 AMEN DMENTIII DRH FOR APPROVAL 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH THE FOLLOWNG STATES FEW RE HOi F OAT ON BY 015UEX—ORS, EOAEBUHtg SUR CEA—HERE IN THIS— (IN VIRGIN& MARYLAND ANODELAWARE ett) (wr-mIPPA T nn1)1(2D4E2 tne) ry&taa01;4s<Bll) taao2azasssl APPROVED FOR CONSTRUCTION PROJECT No.. V122001 DRAWN BY: JLPICBG CHECKED BY DRH DATE. 02121115 SCALE. 1.1=401 CAD I.D.'. UP7 PROJECT'. MINOR I �/R SITE PLAN AMENDMENT IV FOR 5TH[ STREET STATION OVERALL ]PHASE lid LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G IN E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 F" (540) 349-0321 www.BohlccerEngineering.com V V DANIEL R. HINES .p Llc. No. 043176 ;tpl �Oa 9/20/16 S\/ UTILITY (PLAN SHEET NUMBER: (�'V 8 \L/ ae 4- 21b 4 'VC SO 7 QA ggl! \ p[115TURBANCE 103 o et P5 \ 026\,_ I 8,493 SF 1-4'GV FFE=416,50 I-4X2'REDUCER CO43 1vnlAnt 1> y 7 ac' -� I - MAJOR TENANT F 'q SPRINKLERED I II'� T3 BLDG. 700 - p� II i ttifi V I 19 737 0.3 I I I 1 Fd'`fr FFE=418.50 LIMITS OF +' O \� II DISTURBANCE S�• II ST NDUITS _r.� ...°.�,o:+:n•"`""�..r.. PROP 81 T EE -4"GV y y OP 1S 1 2'REDUCER u *3 -TER PROP 6 FIRE PROP 2'DOM y ROP 6"X6'TEE C ' -6• GV ll 4' SAN IT, PROP FDC q1 INV-473.50 PROP.6°FIRE pROP6X6'TEE PROP. 45°LENDS PROP. 4" SAN LAT 18' GV y y • •„r NII ^ y � i .. I` P �.._-_, � .,:.- PROP.TDOM 1'WIM pj PROP. B'X4 TEE YYY I m I _ y�' PROP 4 SAN LAT. 7 4 GV II IW N .?/Z 1 G 4 INV S 41600SHOPUCER h�8 y lI y w d X. a II '`" cps • . SPRINKLERED BLDG. 2200 II • m I W BANKS SERVICE 7,008 SF II I 1.8'x6^FFE=420 50 BLDG 2300 PROP. GAS PROP FOC 1495 I II @ I EDUCERp,052 SF METER N STM 6 GVFFE=42000 �, PROP 8'%6'TEE �_ � �� \ y ,�SY'; ✓ .i PROP. 0 N C � W ` MRS OF / \\ y + y y PULL 9' b _ STM URBANC � +cm PROP.90° S 11,P y� maxim'^ BEND A4 p P •TCG CLA555201P WILD , CONNECTTO J BOV A39 NOTE, I9LE— BON •G— .0—�O—C� — '4 S 5 "\15�f5' S5 5 5— _T S4N AS \ \\ F uj 1 / STM SAS TM0 RAI EASEMENTNAGE LL, N �9/375IP A28 u PD 2" 3 R F Bi UAL OUTLET ^11 I(tsxca PIPES FROM _ _ VAULT (BEE — — — — _ _ _ _. _ _ _ _ — STM �TFIJ- — STM % DETAIL SHEET = A 3 I A24 A25 14A OF WPO PHASE 2 PLAN)ST N 3897270 A7 v" I I W FP ,SNE _ SHEET 8C 5 W p Q STM S M CMP Id2 I— 37 15'CMP _15'RCP ] 24'RCP eST 24' 11P BTM "RC 37 15' ROP AGE oA0 ENT FF; 0 li F31 ., .:.. , —.,.'. . • �.:-, ':.. 129 ' . � . .: 5" RCP STM PROP.B'X4'TEE 4' GV 1-4'X2' REDUCE ROP S" HDPE FH 18'RCP -OFSTM SIGHT DISTANCE 24'C ^RCP F — SANITARY SEWER — 125 \ ~� is PROP.45°BENDSi 4 GV PROP 4 SAN IAT "\ 11 BlGry - ' 1 4'X2• REDUCER INV 41000 �C - _ SHOPS FFE =424.50 II PROP 2 DOM. SPRI NKLERED PROP. FDC E \ \\ \ BLDG 1300 PROP.1125° 7.406 SF BEND I FFE=416.50 PROP. GAS 4 HDPE 'HDPE PROP. GAB d'HOPE I. - METER PROP 8X6"TEE \\ •, METERS PROP. GAS_ 1 6'GV / [/ _ _ _ _ _ _ METER PROP.PUU ' BO /l //// PROP. 2'DOM, WIL 1. F / PROP.6'FIR5'WIME PROP 6 FIRE I / HDPE PROP, 4" INSAN V-41000 LAT / SHOPS / W—N)-6-CONDUITS 1 ATCHL IN E - SHEET 8]F PROP FDC SPRINKLERED / BLDG. 850 // 40 20 10 0 40 10,127 SF �, '• FFE=416.50 //m �d� SANITARY AND STORM STRUCTURE INVERTS AND RIMS, 3. MINIMUM PROPOSED PIPE DIAMETER FOR ALL PUBLIC STORM SEWER SHALL BE 15". 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. PftO. DOM. G04 6. RAINWATER HARVESTING CISTERN SIZED TO IRRIGATE 0.5 ACRES OF GREEN SPACE. THIS IS EQUIVALENT TO THE LANDSCAPING DEMAND NORTH OF THE ---------. W2I5' WIM I -0a w UTILIZATION DETAILS SHOWN ON SHEET 24C. MINI .,..• I' GRADING PLAN ON SHEET 7D), AND TOP OF STRUCTURE TO BE OFFSET SO PROP. GAS PROP 4" SAN LAT SPRINKLERED R ' SERVICE PROP. BLDG. 800 PROP. B'X4'TEE 8,493 SF 1-4'GV FFE=416,50 I-4X2'REDUCER CO43 1vnlAnt 1> y 7 ac' -� I - MAJOR TENANT F 'q SPRINKLERED I II'� T3 BLDG. 700 - p� II i ttifi V I 19 737 0.3 I I I 1 Fd'`fr FFE=418.50 LIMITS OF +' O \� II DISTURBANCE S�• II ST NDUITS _r.� ...°.�,o:+:n•"`""�..r.. PROP 81 T EE -4"GV y y OP 1S 1 2'REDUCER u *3 -TER PROP 6 FIRE PROP 2'DOM y ROP 6"X6'TEE C ' -6• GV ll 4' SAN IT, PROP FDC q1 INV-473.50 PROP.6°FIRE pROP6X6'TEE PROP. 45°LENDS PROP. 4" SAN LAT 18' GV y y • •„r NII ^ y � i .. I` P �.._-_, � .,:.- PROP.TDOM 1'WIM pj PROP. B'X4 TEE YYY I m I _ y�' PROP 4 SAN LAT. 7 4 GV II IW N .?/Z 1 G 4 INV S 41600SHOPUCER h�8 y lI y w d X. a II '`" cps • . SPRINKLERED BLDG. 2200 II • m I W BANKS SERVICE 7,008 SF II I 1.8'x6^FFE=420 50 BLDG 2300 PROP. GAS PROP FOC 1495 I II @ I EDUCERp,052 SF METER N STM 6 GVFFE=42000 �, PROP 8'%6'TEE �_ � �� \ y ,�SY'; ✓ .i PROP. 0 N C � W ` MRS OF / \\ y + y y PULL 9' b _ STM URBANC � +cm PROP.90° S 11,P y� maxim'^ BEND A4 p P •TCG CLA555201P WILD , CONNECTTO J BOV A39 NOTE, I9LE— BON •G— .0—�O—C� — '4 S 5 "\15�f5' S5 5 5— _T S4N AS \ \\ F uj 1 / STM SAS TM0 RAI EASEMENTNAGE LL, N �9/375IP A28 u PD 2" 3 R F Bi UAL OUTLET ^11 I(tsxca PIPES FROM _ _ VAULT (BEE — — — — _ _ _ _. _ _ _ _ — STM �TFIJ- — STM % DETAIL SHEET = A 3 I A24 A25 14A OF WPO PHASE 2 PLAN)ST N 3897270 A7 v" I I W FP ,SNE _ SHEET 8C 5 W p Q STM S M CMP Id2 I— 37 15'CMP _15'RCP ] 24'RCP eST 24' 11P BTM "RC 37 15' ROP AGE oA0 ENT FF; 0 li F31 ., .:.. , —.,.'. . • �.:-, ':.. 129 ' . � . .: 5" RCP STM PROP.B'X4'TEE 4' GV 1-4'X2' REDUCE ROP S" HDPE FH 18'RCP -OFSTM SIGHT DISTANCE 24'C STORM DRAIN — SANITARY SEWER — 125 \ PUBLIC ACCESS is 8,120 SF ® PROP, 6' FIRE ® PUBLIC UTILITY \L RAINWATER ETR (SEE Q \\ _ 526 FFE =424.50 PROP 2 DOM. L© 1�w�1 ^�liYi� -PROP. 4F WIL JM 17 ;'!� BLDG.IIID IFF =42 11 I�IluO a� FII '� dam.. s � III" PROPOSED ]EASEMENT LEGEND SI SIGHT DISTANCE BL G.1100 STORM DRAIN — SANITARY SEWER — WATER \ PUBLIC ACCESS ® 8,120 SF ® PROP, 6' FIRE ® PUBLIC UTILITY g Q \\ _ STORMWATER FACILITY MANAGEMENT FFE =424.50 PROP 2 DOM. E \ \\ \ WIL 1'WIM \ \ PROP. GAS 4 HDPE 'HDPE 4'HDPE d'HOPE I. \\ •, METERS \ 1 01 010 010 010 \ C--C\^HDPE 8-H\DP 8'HDPE O'HDPE". HDPE __ \ A28 1 ATCHL IN E - SHEET 8]F 40 20 10 0 40 NOTES: 1"=40' 1. SEE LINE TABLE ON SHEET 28 FOR PROPERTY LINE 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 15". 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. 5. ALL BUILDINGS REQUIRED TO HAVE KNOX BOX. 6. RAINWATER HARVESTING CISTERN SIZED TO IRRIGATE 0.5 ACRES OF GREEN SPACE. THIS IS EQUIVALENT TO THE LANDSCAPING DEMAND NORTH OF THE CROSS ROAD THROUGH THE DEVELOPMENT. FULL RAINWATER HARVESTING DESIGN TO BE USED BY IRRIGATION DESIGNER DURING CONSTRUCTION, UTILIZATION DETAILS SHOWN ON SHEET 24C. 7. EXISTING MANHOLE STRUCTURE A-41 TOP TO BE LOWERED TO 419.21 (PER GRADING PLAN ON SHEET 7D), AND TOP OF STRUCTURE TO BE OFFSET SO THAT LID RESTS BETWEEN RAMP AND STEEL PLATE. PROPOSED ]EASEMENT LEGEND SI SIGHT DISTANCE — STORM DRAIN — SANITARY SEWER — WATER ® PUBLIC ACCESS ® COMMON SHARED ® INGRESS -EGRESS ® PUBLIC UTILITY — VARIABLE WIDTH S _ STORMWATER FACILITY MANAGEMENT z 114 W O ♦ oma' S§ C e 4� V W w o z p C 0 V € V ti w W 3 REVISIONS REV DATE COMMENT BY 2 6/27/15 FOR APPROVAL ORH MINOR SITE PLAN 3 10/1/15 DRH AMENDMENTt 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 AMENDMENT III DRH III 8 6/30/18 AMENDMENTFOR APPROVAL DRH 9 815/18 AMENDMENT IV DRH COMMENT REVISIONS 10 9/20116 AMENDMENT IV DRH THE FOLLOWING STATES REQU RE NOT F CATION RY EXDAVATORS, DE... OR ArvY PERSON PREPAR NG TO DISTURBFARTNssuRFADE ANYWHERE NTHE STATe. (N NRG N A MAR—NO AND DELAWARE 8111 (VA 1800652 7001) (MD i 80u25Ai—nl t , 1-a—A,_) APPROVED. CONSTRUCTION PROJECT No.: V122001 DRAWN BY'. JLPICBC CHECKED BY: DRH DATE. 02/20/15 SCALE: i"=40' CAD I.D.: UP7 • PROJECT: IVI�P�O1R- SITE PLAIN AMENDMEN'f iV FOR 5TH STREET STATION OVERALL' PHASE Il LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540)349-4500 Fax: (540)349-0321 v DANIEL R. HINES Y: y Lic. No. 043176 ,p 9/20/16 NAL ANG SHEET TITLE: UTILITY PLAN SHEET NUMBER'. 8D PROP. A61TEE 1 8"GV INV 403.60- 6° GV 1GV 'X8' .w TED r F 3 1412 .1 ST\".4 H2 S 1 �IUENOS i6'-19�2RaSI SEE NO 5,\ 44\ II IW IHI II \\I IF9 a 1 IHI IF9 II �11 \ �i fi ROP ROP, e'X4'T IN. EE BE. AAA JJJLLL6 v. JL \l/JL JL III������JLA 4 II SHEE IIIIII���JI .a JL IIIYYC i 122' 1 6'GV / •- 4 6,�,g 14 T I o I- 1 ll _ ROP .n 405.00 RAINA E" Omp V EES 'AG L � N 3897650 /,i R h i CMP /rl_ i PROP. FDCESI.,TRAP / P' M 1 y TRAP p \ h \ A I \ 00 BLDG 18•�'G�� In . FRS \\ \ e FFE 8414 P1i5 METER INV _._. rj0 �T�� PROP 4 SAN ILII . INV =4LARO08.b DiraPROP 21 DOM WIL 61FIREBLL>/�. ! �. �.. 1, 5. WIN T11 1 Vault I IN O `t 1 ;T. PRO 24 R B { W 4- SAN IAT • S IMPROVEMENTS PROPOSED WITH INV=41 'ROADIMPROVEMENTSTATION PLANFORFIFTH j P v L . 8' HOPE STR12 ` 'AAL AY'ACOORDMA ED W TH \ \ { FH J $ MINI PROP. GA F' O ALBEMARLE COUNN FORAPPROVAL \ \ METER s 4 M BLDG1900 a9,4SF9 " PROP. B'%6'TEE FFE=416.50 .PROP. 2'OOM R P I SR 3 1-6"GV.45° P p NN TT 0 ,5 OV PROP 4 ` 428 ENO F h v- S 6'FIRE 8'HDP \ \ 5 f PROP. FDC P \\ PROP 7509- wAL 1.5"WIM PRE PROP, 225E BEN A u11' PROP.45 BEND E' I PROP PROP 8'X6' TEE MAJOR TENANT D 1-scv fi HDR6.v+ T M ( fk M \ \ \ SPRINKLERED s R Ro 6"xs• , J r BLDG. 2000 ' 14,104 SF 2 DPE-77 Tig FFE-418.50 PROP. 4' SAN LAT. INV=413.25 PROP 3' 1-4 GV I„ PROP. 2' DOM. fig° STM W 1-.4 X?RED `J� $ WILT°WIM iPROP PROP; FDC .t 000 W PROP B'C ASS52 DIP WILH W +00BEND PRO \ OP GOC -} BOX • E W E E ST cryp') ( //\) FH 15'RCP S1] L7^' l0" (2-8'CONDUITSJ 3 0) CONDUI g � m ;sem.-5 ...,;✓ .. i / - .. ., t � 71 �6' NDUIYS -. .! •. �, .. - 10"RCP 3TM S17 - \\ \ PROP. FDC T 1 / -13 / �Q 24•q� TIMI \\ t S OPS 1 ST °S ;TM \\ BL G, 1100 \ 1 20 SF PROP, V FIRE FF =424.50 PR W12 DOM �. ' ST WI -.M 5 HGr, -10 \\ \ II rtustn5n5sPDnsiswlTorTnEconnwcTonro ■ STM _ I .10 \\ \ "q\PROP. 8'x6'TEE \\ \ 1-6'GV \\ F 1 \ A \ SA - 5TM 38 � Jl 1JH LJLd V JI..A SHEET 8G '. �- -- I Q �;-ij � iS RCP ��S7REAM BNFfER 1/NE B\ \ AV I N 3891370 .a �w \ \ o \ IV \ ` 4 76 40 20 10�_ 0 40 NOTES: 1. SEE LINE TABLE ON SHEET 26 FOR PROPERTY LINE 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 16% 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. 5. EXISTING MANHOLE TOP 1-4 TO BE OFFSET SO THAT MANHOLE LID RESTS ON BACK SIDE OF CURB. PROPOSED EASEMENT LEGEND SI SIGHT DISTANCE — STORM DRAIN I SANITARY SEWER — WATER PUBLIC ACCESS — COMMON SHARED — INGRESS -EGRESS 1 PUBLIC UTILITY VARIABLE WIDTH S STORMWATER FACILITY MANAGEMENT 1 i � III 1���g V PROP. 4' SA4ILAT. p ST _ ' L n PROP I -35 6' HOPE STM I- O � o � W STM 3' HDP STM �2' PROP.4 INV =41 N IAT 1�N 4'HOPE 6'HD NV= S STM e "OPE PROP..' FH E NV= 5 ROP. GASM ERS 'j\ C095 PROP 'SAN v I PROP. GAS ST \ p ) 2)-8'COND61 41EE66] Og 41720 Ny T PE T6 4° OB ROP. e'X4'TEE 1-4'GV 1-4'%2'REOUCER W �i •�". PROP. 8'XB'TEE tAT. INV- 1450 W SHOPS �+ SPRI KLERED MPROP 2'DO 41852 - i-8'GV BL G: 900 PRO 81X44 TGV W215"WIM BLDG. 2100. 18"RCP REVISIONS REV DATE COMMENT JL4-fi'COND S 2 8/27/15 FOR APPROVAL oBENDS I r MINOR SITE PLAN 3 10/1/15 AMENDMENTI '_ PROP. a"X6'TEE 12, 72 SF 1-4'X2 REDUCER; 2,671 SF 5 1/29/16 AMENDMENTII DRH \ a . 7 5/25/16 AMENDMENT III DRH AMENOMENTIII 8 8/30/18 FOR APPROVAL 1 6'GV FIFE 420.50(2) s• ONDUTS �Y FFE=41850 COMMENT REVISIONS 10 9/20/16 \ AMENDMENT IV PROP. 4 -SAN IAT 4171 "60 PROP. PR DR GAS PR P 2 WIL1 WIM CONSTRUCTION 1608 INV INV= wl �Ib' ETERS ;, POP 6 FIRE # _ IN pg41740 SHOPS r PROP. GAS PROP 8X4' INV 41 30 LDG. 1000 .14. 7,78 41 V: 546 I I +V161 SF FE=4 2.50 PRO .B'XB'TEE 3 8 OV ^ 5 SERVICE ROCAX6'TEE_ GV, 1-6'GV 7-4 VW 1.4'XZ'REDU J - \, .t 000 W PROP B'C ASS52 DIP WILH W +00BEND PRO \ OP GOC -} BOX • E W E E ST cryp') ( //\) FH 15'RCP S1] L7^' l0" (2-8'CONDUITSJ 3 0) CONDUI g � m ;sem.-5 ...,;✓ .. i / - .. ., t � 71 �6' NDUIYS -. .! •. �, .. - 10"RCP 3TM S17 - \\ \ PROP. FDC T 1 / -13 / �Q 24•q� TIMI \\ t S OPS 1 ST °S ;TM \\ BL G, 1100 \ 1 20 SF PROP, V FIRE FF =424.50 PR W12 DOM �. ' ST WI -.M 5 HGr, -10 \\ \ II rtustn5n5sPDnsiswlTorTnEconnwcTonro ■ STM _ I .10 \\ \ "q\PROP. 8'x6'TEE \\ \ 1-6'GV \\ F 1 \ A \ SA - 5TM 38 � Jl 1JH LJLd V JI..A SHEET 8G '. �- -- I Q �;-ij � iS RCP ��S7REAM BNFfER 1/NE B\ \ AV I N 3891370 .a �w \ \ o \ IV \ ` 4 76 40 20 10�_ 0 40 NOTES: 1. SEE LINE TABLE ON SHEET 26 FOR PROPERTY LINE 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 16% 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. 5. EXISTING MANHOLE TOP 1-4 TO BE OFFSET SO THAT MANHOLE LID RESTS ON BACK SIDE OF CURB. PROPOSED EASEMENT LEGEND SI SIGHT DISTANCE — STORM DRAIN I SANITARY SEWER — WATER PUBLIC ACCESS — COMMON SHARED — INGRESS -EGRESS 1 PUBLIC UTILITY VARIABLE WIDTH S STORMWATER FACILITY MANAGEMENT 1 i � III 1���g PROJECT No.: VI 22111 DRAWN BY'. JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: UP7 PROJECT: MINOR I OR SITE PLAN AMENDMENT IV -FOR- 5TH STREE OR5THSTREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA I BOH i; I ENG I NE E R I N G BLACKWELL PARK LANE, SUITE 20111 WARRENTON, VIRGINIA 20186 Ph.- (540)349-4500 Fax'. (540)349-0321 www. BohlerEngineering.com DANIEL R. HINES Lic. No. 043176 9/20/16 SHEET TITLE L : UTILITY PLAN I I SHEET NUMBER 8E oog ♦ >f ITW O � o � W z �� W OU 1 yarc�� �S W W a ° H a �> °a a U Q U W REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 3 10/1/15 AMENDMENTI DRH 4 11/2D/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH AMENOMENTIII 8 8/30/18 FOR APPROVAL DRH 9 8/5/18 AMENDMENT IV DRH COMMENT REVISIONS 10 9/20/16 DRH AMENDMENT IV THE FOLLOWnNG El— RM RE NOT F CATION BY E%OAVATOR& ES— s s OR ANY PERSONIMIRIPREPAR NG T D sru uRFACEANTWHERE FA E STATE (NIM NA MPATIAND,ANDDELAWARE) i) (vw t01)(MO 1-8 sn7-DE1- (VA 160064 ]001) (MD 1800. 1(DE 1800 28265551 APPROVED FOR CONSTRUCTION PROJECT No.: VI 22111 DRAWN BY'. JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: UP7 PROJECT: MINOR I OR SITE PLAN AMENDMENT IV -FOR- 5TH STREE OR5THSTREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA I BOH i; I ENG I NE E R I N G BLACKWELL PARK LANE, SUITE 20111 WARRENTON, VIRGINIA 20186 Ph.- (540)349-4500 Fax'. (540)349-0321 www. BohlerEngineering.com DANIEL R. HINES Lic. No. 043176 9/20/16 SHEET TITLE L : UTILITY PLAN I I SHEET NUMBER 8E WORKBGOPEPRIOR `E 7N lEll No iHRE3NNTMCRMNG&E ACCEPTANCEOF EEHERFULL ESroNAROP BIBILCifY 430 4@7 m 400 EX GRAac PROP. 98% (SEE( PROP. B''CLAS811 DIP Wr1 430 420 art 400 PROR GRADE Ag H PROPOSED WATERLINE D PROFILE -� PROJEC BY JLP/CB1 DRAWN 8Y: JLPICBG SCALE: 1'=50'HORIZONTAL PROF.8'CLASS52 DIP WILD P=5' VERTICAL _ _ DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW7 94 PROP. 98% CC (SEE SEE CRAOE MPACT FILL TECHNICAL REPORT) 420 ♦ •♦♦ �2 O '�h FF y y WILSE TON - �> m� PROP. GRAD N V pq, EE 6 EE dpp 410 - BTM WTR 416.M TO BEI SULAT TOP STM 414.90' 390 , CLEAR: 1.14' BTM WTR 414.62' TOP STM 413.83' PROP. 8'CLAS852 w r CLEAR: 0,79'DIPWILE FEPROP. GRADE g � \ t T '" ' ' WIL -- SECTION TO BE INSU TED 390 __ `\ F� w BTM W7R 41983 -w u K FM m ¢ u - xc' TOP STM 419.3T CLEAR 0.45' BTM WTR 419.04' TOP 5IM 47854' PROP. B'C SS 52 "' ,� "' BTM WTR 41826' C3 "' WIL SECTION TO 3E INSULATED a > 1 WIL SECTION TO BE I z SULATED \ 3� BTM WTR 412.35' CLEAR 0.50' DIPWILB > m%'Sam TOP STM 41778' TOP SIM 411.28' TOP STM 470 91 .' o CLEAR: 1.07' CLEAR: 0.56' ¢k'' CLEAR II 0.50' I— __... .. F� 9inZu`4_ PROP. 98% (SEE( PROP. B''CLAS811 DIP Wr1 430 420 art 400 420 PROPOSED WATERLINE E PROFILE SCALE: 7'= 50' HORIZONTAL 1'=5'VERTICAL 420 430 PROPOSED WATERLINE j PROFILE SCALE:!'=50'HORIZONTAIL 1'= V VERTICAL 420 400 420 au 400 390 P a Ag H PROPOSED WATERLINE D PROFILE PROP. GRADE PROJEC BY JLP/CB1 DRAWN 8Y: JLPICBG SCALE: 1'=50'HORIZONTAL PROF.8'CLASS52 DIP WILD P=5' VERTICAL DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW7 94 PROP. 98% CC (SEE SEE CRAOE MPACT FILL TECHNICAL REPORT) 420 ♦ •♦♦ �2 O '�h FF y y >3 33ma �a61 - �> m� PROP. GRAD N V pq, EE 6 EE dpp 410 - BTM WTR 416.M TOP STM 414.90' 390 CLEAR: 1.14' BTM WTR 414.62' TOP STM 413.83' PROP. 8'CLAS852 w r CLEAR: 0,79'DIPWILE g � j BTM WTR 417.96' TOP STM 410.19' 390 F� w -w u K FM m ¢ u - xc' TOP STM 473.2G' r m C3 CLEAR: 0.94' 3m�n � N�I' x� 3� BTM WTR 412.35' BTM WLR 411.47' > m%'Sam TOP SIM 411.28' TOP STM 470 91 .' > CLEAR: 1.07' CLEAR: 0.56' ¢k'' a LL�a u`4n F� 9inZu`4_ vOim 3a mKA,+�w 55+00 55+50 W-00 55+50 57+60 57+50 68+00 58+50 59+00 59+60 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 420 PROPOSED WATERLINE E PROFILE SCALE: 7'= 50' HORIZONTAL 1'=5'VERTICAL 420 430 PROPOSED WATERLINE j PROFILE SCALE:!'=50'HORIZONTAIL 1'= V VERTICAL 420 400 420 au 400 390 400 390 @I T+E IOL NG$TATE$ REQUIRE NOTIFICATION 9Y E;XEAOR PIR ININET ISTURO THE EARTHS BUliFACEN nY WH PE IN THE STATE (IN NRGINIAMVi—D. AN 811) ryN 1988-345-8)(PA tO-8062x2 —) (VA 18Po652-T001)(MD t-800.25]-77TO OE 1-- 10,00 10+50 11,00 1 P a Ag H PROPOSED WATERLINE D PROFILE PROP. GRADE PROJEC BY JLP/CB1 DRAWN 8Y: JLPICBG SCALE: 1'=50'HORIZONTAL PROF.8'CLASS52 DIP WILD P=5' VERTICAL DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW7 94 PROP. 98% CC (SEE SEE CRAOE MPACT FILL TECHNICAL REPORT) 420 ♦ •♦♦ �2 O '�h FF y >3 33ma �a61 - �> m� PROP. GRAD N V pq, EE 6 EE dpp 400 390 @I T+E IOL NG$TATE$ REQUIRE NOTIFICATION 9Y E;XEAOR PIR ININET ISTURO THE EARTHS BUliFACEN nY WH PE IN THE STATE (IN NRGINIAMVi—D. AN 811) ryN 1988-345-8)(PA tO-8062x2 —) (VA 18Po652-T001)(MD t-800.25]-77TO OE 1-- 10,00 10+50 11,00 1 IP a Ag H PROPOSED WATERLINE D PROFILE PROJEC BY JLP/CB1 DRAWN 8Y: JLPICBG SCALE: 1'=50'HORIZONTAL z w 10-HU1 P=5' VERTICAL DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW7 420 ♦ •♦♦ �2 O '�h FF y z PROP. GRAD N V pq, EE 6 EE dpp 410 - BTM WTR 416.M 400 390 @I T+E IOL NG$TATE$ REQUIRE NOTIFICATION 9Y E;XEAOR PIR ININET ISTURO THE EARTHS BUliFACEN nY WH PE IN THE STATE (IN NRGINIAMVi—D. AN 811) ryN 1988-345-8)(PA tO-8062x2 —) (VA 18Po652-T001)(MD t-800.25]-77TO OE 1-- 10,00 10+50 11,00 1 IP APPROVED FOR CONSTRUCTION PROPOSED WATERLINE D PROFILE PROJEC BY JLP/CB1 DRAWN 8Y: JLPICBG SCALE: 1'=50'HORIZONTAL CHECKEDBY'. DRH P=5' VERTICAL DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW7 430 420 m AD PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www. BohlerEnglneering.com �Ep+LTN pF V DANIEL R. HINES Y. ..Q Lic. No. 043176 pA 9/20/16 �SS�ONAL EAG` SHEET ]TLE._ WATERLINE PROFILES 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SHEET NUMBER: 9A PROPOSED WATERLINE E PROFILE NOTES: SCALE:1'= 50'HORRONTAL 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. 1 '= 5' VERTICAL IP £X. GRADE PROP. GRAD - BTM WTR 416.M TOP STM 414.90' CLEAR: 1.14' BTM WTR 414.62' TOP STM 413.83' PROP. 8'CLAS852 r CLEAR: 0,79'DIPWILE g � j BTM WTR 417.96' TOP STM 410.19' CLEAR: 1.18' BTM WTR 414.20' - xc' TOP STM 473.2G' CLEAR: 0.94' BTM WTR 412.35' BTM WLR 411.47' TOP SIM 411.28' TOP STM 470 91 .' CLEAR: 1.07' CLEAR: 0.56' f z w w z z w o o3m� g o - w3�w R'EFN >a m< Om� $'very dad aS0 Fa' a �mm�K��O as a� m O 430 420 m AD PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www. BohlerEnglneering.com �Ep+LTN pF V DANIEL R. HINES Y. ..Q Lic. No. 043176 pA 9/20/16 �SS�ONAL EAG` SHEET ]TLE._ WATERLINE PROFILES 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SHEET NUMBER: 9A PROPOSED WATERLINE E PROFILE NOTES: SCALE:1'= 50'HORRONTAL 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. 1 '= 5' VERTICAL 430 -- - - - E E I x cepa I I PROP. GRADE All SECTION BEI SULATED� 11 CTION 420 ,r.I� w _-- _- _ _ _ PROP. GRADE Q �p W2 SECTION TOBEINSUI TED STM WTR 41983 CLEAR 045' (TOP CTM 418.54' -..,s BLEARTR A100o �i 0 5 ;t+,+y=g:, W/L SECTION TO �E INSULATED PROP 8 CLASS 52 IT WTR 11826 WILSE, f 'W/L SECTION TOBEI SULATE71�K TOP STM 419TOP STM 41]]6 DIP W!LB ) CLEAR 050 BE Em �IIw 390 iY - - o I a4 �a- �- u� maw N$ m ire 3 _ o�W i - 3m .odz 3n - mlox qq . u4o m¢W NQ` nom 55+00 55+50 56+00 56+50 57+00 51+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 PROPOSED WATERLINE B PROFILE SCALE 1=50'HOR120NTAL 1 5'VERTICALir JSTALL S IRE HYD y 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 -0RElEK-0FTlE—lHGSMDIPE A' PROPOSED WATERLINTE 1 PROFILE PROPOSED WATERLINE E PROFILE NOTES: -=AcrIX< ononFvmevaasc E clxasv SCALE :!'=50'HORIZONTAL SCALE:!'=50'HORIZONTAL r a: ,I - o_FwEo av rn ruwl !'=5'VERTICAL 1'=5'VERTICAL i. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. 420 �I 0 410 11' 420 EEL PILE PER 2 NT DETAIL FOR APPROVAL 400 410 390 I ,I i 400 430 m m Em aul 400 390 so 3E REN'ISl()NS TP DATE III I BY 2 8/2]!15 FOR APPROVAL DRH rill 8' CLASS 52 DIP W/L O PROP. GRADE( MINOR SITE PLAN AMENDMENT( PROP,( 4 1120/15 LETTER OF REVISION DRH 5 1/29/16 AM ENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH ]5/25/16 �EX AMEN DMENT III DRH 1.: CR/GE 6/30/16 AMENDMENT III FOR APPROVAL DRH 9 PROPACT (SEE FILL DRH 10 9120/16 COMMENT REVISIONS AMENDMENT IV OR TEC N[CAL 1 � > I (STM WTR 416.04' TOP STM 4149: � PROP. GRADE REPORT) _ r 7 CLEAR 114' + PROP. 8'CLA5552 DIPWILE j BTM WTR 41462 TOP STM 41383 CLEAR 0]9 STM WTR 41198 TOP STM 410 79 CLEAR 1.18 - o�>F _ _ -. 3- a I� �m BTM VVIR 4MTiRM4121t32W8TOP ST1011' CLEAROb.4]8'1 ( 4 113 - w� -- -SII-- milia so 3E REN'ISl()NS REV DATE COMMENT I BY 2 8/2]!15 FOR APPROVAL DRH 3 1011/15 MINOR SITE PLAN AMENDMENT( DRH 4 1120/15 LETTER OF REVISION DRH 5 1/29/16 AM ENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH ]5/25/16 �EX AMEN DMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9120/16 COMMENT REVISIONS AMENDMENT IV DRH 390 i� rN{IN VIRG NIITI AN A N,nRTUNo,AN 81E)TA {vn taao553]oo1){MD i-eoa�sznnl{oE 1aaoi02b555) l9mo 10+50 llwo APPROVED FOR T-� `T; /� CONSTRUCTION PROPOSED WATERLINE D PROFILE PROJECT No. V122001 L 1' DRAWN BY: JLP/CBC SCALE:!'=50'HORIZONTAL CHECKED BY'. DRH 7'= 5' VERTICAL DATE'. 02/20/15 SCALE: AS NOTED CAD I. D.', PW7 430 0 PROJECT'. MINOR SITE PLAN AMENDMENT IV FOx 5TFl STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 410 Phone- (540) 349-4500 Fax_ (540)349-0321 www. B ohl erEngin a eri ng. c om �EpLTH1 ✓�' --L V DANIEL R. HINS- NO 043176 400 �D,p 9!20116 SS`s/ONAi- EAG SHEET TL* -7- WATERLINE PROFILES SHEET NUMBER('��) A TP C,4AGE i �EX -____- _ ___ I I i II I i III I II T 1 � > I (STM WTR 416.04' TOP STM 4149: � PROP. GRADE _ r 7 CLEAR 114' + PROP. 8'CLA5552 DIPWILE j BTM WTR 41462 TOP STM 41383 CLEAR 0]9 STM WTR 41198 TOP STM 410 79 CLEAR 1.18 - y. ,. 'Pi'ea BTM WTR 414 I TOP STM 41320 26 _ _ -. 3- a CLEAR- 0.94' -_ LE BTM VVIR 4MTiRM4121t32W8TOP ST1011' CLEAROb.4]8'1 ( 4 113 - _ -_--- -- -SII-- milia � I � r I I � > a I 430 0 PROJECT'. MINOR SITE PLAN AMENDMENT IV FOx 5TFl STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 410 Phone- (540) 349-4500 Fax_ (540)349-0321 www. B ohl erEngin a eri ng. c om �EpLTH1 ✓�' --L V DANIEL R. HINS- NO 043176 400 �D,p 9!20116 SS`s/ONAi- EAG SHEET TL* -7- WATERLINE PROFILES SHEET NUMBER('��) A 450 440 430 420 410 400 390 !F.1 '41ikJO-Il 'Y'Y lk1L"eL 111 `lL'_rlT1.I l�1`1La.Pr SCALER "= 50' HORIZONTAL V= 5' VERTICAL GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR F1NDA CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF 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 CONTRf CTCR TO COMPLETE THE SGJPE OF THE WOFLIC AS DEFINED BY THE DRAWINGS AND IN F W! R ' I.00 NOTES: 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. REVISIONS REV DATE COMMENT BY 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 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 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO D15TURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-0848) (PA 1-800-242-1776) (VA I-800-552-7001) (MD 1.800-257-7777) (DE 1-800-282 8655) APPROVED FOR CONSTRUCTION PROJECT Na.: V122001 DRAWN BY: JLP/CSC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD 1.D.: PW7 PROJECT: MINOR SITE PLAN AMENDMENTIV FOR 5?TTI STREET TPUASE 11 LOCATION 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 TH 04i Ir , .p Lic. No. 043176. 9/20/16 SHEET TITLE: WATER".1 LINE R`FI L ES SHEET NUMBER: 9B GENERAL NOTE: IIS THE RESPONSIBILITY Or THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( IRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD VRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO M01IFY THE PROJECT ENGINEER SHALL CONSTITU' CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR To COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN] 450 440 430 420 w 400 390 380 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PROPOSED'WATERLINE 1H PROFILE SCALE: 1'= a0' HORIZONTAL V= 5' VERTICAL 450 440 430 420 410 400 390 420 410 400 390 PROP. 6- CLASS 52 DIP W/L I I PROP. 98% COMPACT IF IL (SEE GEOTECHNICAL I CRAOE REV REV 9 ti/z r � i 8127/15 j � U, � I j < z xv// 4 11/20/15 LETTER OF REVISION DRH Lu z z Z:� La 0 :j Lu On 1/29/16 AMENDMENT II Lu Or 0 OF- 0 m V) LL Cl 6 2/12/16 - DRH UJ 5/25/16 AMENDMENT Ill DRH < (x uLL C) < 9 8/5116 AMENDMENT IV DRH 10 0 , 0 COMMENT REVISIONS AMENDMENT IV DRH 0 z �e Iz- > >:Z Z 0 U_ 0 w LU - - --------- --------------------------- < �e _j 0 -JQ=Lli U) g -- - --------- cn U Z c-1) Id a J) 0 0 cn z ui Lu 0 Lu C) +> t 0 cc cn Lu Lu , ` , uj Lu Ill m > m m Ex F (Dm: i Imp, . u- 1--� + 60 co (0 + 00 zo LL m -4 Cl �? 1 ff GRAVE 0 z X uj P co CL 'a 0 + C) + It CL L fX GRACIE DE BTM GAS 417.52' TOP WTR 416,85' BTM —GAS 415. 02' BTM GAS 4 15.OZ CLEAR O�6T W TOP WTR 414.17' TOP 1 WTR 414.1T z li J. . . . . . . . . . . . . �CLEAR: ... .. 0.85' CLEAR: 0,85' LI PROP, 8- CLASS 5 DIP W/L 3,50 BTM WTR 4 TOP STM 4 1.90' CLEAR: 1,59, II A PROP. 96% COMPACT FILL (SEE GEOTECHNICAL REPORT) z z LU LU v LLJ F- CL rr u -j O Lu Lu" >>0U: c (D 0 + cl Lu z LLJ 0 C) Lr) CL —t-6- (0 N0 + j ' i m 0 z LLJ Lu Lu "' < (D z H + �2 LU co Lr ui C) > co + 0 (D 61 uj Luca LIJ cr� I— w U-1 -- ui LLJ oa Lu co U) >< LU Lli I I >�l z z >� [)n:. ::D ij LLJ w iAJ Lu U-1 Ili LC 0 0 Lu z z Z U -i 0 Lu Lu LIJ M 0 < L)J a 0 0 LLJ Lu ul w I-- I- > > > < w w co CD < Lu Lu < cr) L.Li > Lli LLJ LU LL M CD > LLJ > Lu > �4 uj C7 >< OF (9 0 (D CD (D X X F o- �T (D LL C� 110 L0 u') 0) CL F It' F CA X X Lr) It cq c"I 0 CD cl� ;0 co m ;0 L, 'IT 0 -41 I)- 0 'D c, 0 --r Lp C) 0 Q0 c� -IT cq 'Ir 04 00 �0 "t 0 ;0 Ln co -zr �, + m co + + + cl� + + + > + + + + + cr 1 . . . + . . . + CL �2 'A — - — — — -- z� LL 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PROPOSED'WATERLINE 1H PROFILE SCALE: 1'= a0' HORIZONTAL V= 5' VERTICAL 450 440 430 420 410 400 390 420 410 400 390 PROP. 6- CLASS 52 DIP W/L I I PROP. 98% COMPACT IF IL (SEE GEOTECHNICAL I CRAOE 10+00 10+50 11+00 11+50 380 PROPOSED WATERLINE I PROFILE SCALE: 1"= 50'HORIZONTAL 1'= 5' VERTICAL M 10 ul 1O NOTES: 1, CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. OF - REV REV 9 ti/z BY -1 LL 8127/15 FOR APPROVAL U, 3 10/1/15 < z xv// 4 11/20/15 LETTER OF REVISION DRH Lu z z Z:� La 0 :j Lu On 1/29/16 AMENDMENT II Lu Or 0 OF- 0 m V) LL Cl 6 2/12/16 - DRH UJ 5/25/16 AMENDMENT Ill DRH < (x uLL C) < 9 8/5116 AMENDMENT IV DRH 10 0 , 0 COMMENT REVISIONS AMENDMENT IV DRH 0 z �e Iz- > >:Z Z 0 U_ 0 w LU < �e _j 0 -JQ=Lli U) g 00 cn U Z c-1) Id a J) 0 0 cn z ui Lu 0 Lu C) +> t 0 cc cn Lu Lu , ` , uj Lu Ill m > m m Ex F (Dm: i Imp, . u- 1--� + 60 co (0 + 00 zo LL m -4 Cl �? 1 10+00 10+50 11+00 11+50 380 PROPOSED WATERLINE I PROFILE SCALE: 1"= 50'HORIZONTAL 1'= 5' VERTICAL M 10 ul 1O NOTES: 1, CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. OF - REVISIONS REV REV 9 COMMENT BY -1 LL 8127/15 FOR APPROVAL U, 3 10/1/15 < z DRH 4 11/20/15 LETTER OF REVISION DRH Lu z z Z:� La 0 :j Lu On 1/29/16 AMENDMENT II Lu Or 0 OF- 0 m V) LL Cl 6 2/12/16 - DRH UJ 5/25/16 AMENDMENT Ill DRH < (x uLL C) < 9 8/5116 AMENDMENT IV DRH 10 0 , 0 COMMENT REVISIONS AMENDMENT IV DRH 0 z �e Iz- > >:Z Z 0 U_ 0 w LU < �e _j 0 -JQ=Lli U) 00 cn U Z c-1) Id a J) 0 U cn 0 REVISIONS REV REV DATE COMMENT BY 8127/15 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 II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT Ill DRH 8 6/30/16 AMENDMENT ill FOR APPROVAL DRH 9 8/5116 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV 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 1-800-2454a48) (PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) J APPROVED FOR CONSTRUCTION PROJECT No,: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02120/15 SCALE: AS NOTED CAD D.. PW7 PROJECT: MINOR PLAN AMENDMENT IV FOR TI-- STREET STATION OVERALL PHASE 11 LOCA'TION OF Sl']'E 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 DANIEL R. HINES Lic. No. 043176 9/20/16 NAL SHEET TITLE ulf� WATIE`11-7-'�'ILINE PRI10"FILES SHEET NUMBER: 9c ME 420 410 400 390 - ! ! f I Units - I - - - I I I I I I I I i - SAN ----- -- ! I - - --- - -1 i I ' - I -- I ' I SAN MH I I II -I PROP i I I GRADE I SAN I 5/25/16 I I 19 Full Flow BELONG ' FINI HED FLOOR AT FACE _ 9 8/5/16 Upper pp Lower Lower pia I j SAN ( p d (gpd) I \9la d Irl l } fl a ! II 4 I I 13 ci cfs fl la I I ft 13 6 33 250 8 175 7 8 1 5 4.0 32 700 EX. GRADE 0 0.50% I I 8"DIP S�N@0,50% I ( I 0.80 0 6.3615 0 1615 I I 16 15 I l 16 25 0 16 0 25 4. 65,000 I a 0.50% 0 I 1:66 I II I 14 1 5 60 0.80 I III I I I II I 15 I 2 12. ( { I I I III ! I I I I ; I I 9 : 0 561'' � i I b1,8�3 > ; I , 2 .41 4 1 6 _ . 4 3 a Z a , 8 la ; 1 8 i I �3 40 ,1, _'I .4 � 4350 ,_ �. I i (D -- x 21,600 4.0 86,400 84' 0.50°ffl 400.000' 1.78 - - 2.28 514,160 i I 16,80flla a 27�� 400,22 � 18 I 52 CL U 13 07 5 1 075 3 4,0 52 300 8" v LU 400 000 1 66 PVC I 514 160 0. 80 7 o 10 1 la a 21 la LU a, CL I 9 100 250 ,: 5.0 '_ 7 38::..1 0 5 c,a I+� � a ?8----- � 82 6 3,62 X16,204 ; 1,25 18,70 fl 29 lfl 411,801 Z Wm 1 9 1 0 : 0. 2J DIP SA J @ 050% F- 8 0 2 TO 8 I Q ": 0,5..0 X71 1$0_60' 8" .4 1 6 _ 2 8 00 Z II CJ CV "I- GZ 41 : ,5 f_fi III 408.94 1, II I I 7 175 �- - I i --- - -- -- I , 0 4 05 a 1 I II 2 I o III I -1 oQ- 0 + '4'6- 0 408 0 �+ 10. 7 > Z `+ n.XZZ 45,34-54,0, 4 0.0}(7 1 �a0 1 if alb h: r 0 , � � �� W m M � W 0 26 6.54 1 1 r 475 e d . 23 a a�0z 39 ,44 Q .0 2 8la ar aQ'Ia 8 ® > > > 1 4 1.50 I �. Er 15 14 a� I I II I i I ZZ i I I I I ! a ---- I I -- 10+00 10+50 11+00 11+50 12+00 'I PROPOSED SANITARY , �, 7 - \ 13 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 430 430 420 420 410 410 400 400 390 390 SANITARY MAIN DESIGN NOTES: "n" Factor = 0.014 10+00 10+50 11+00 11+50 12+00 (SAN 10 TO SAN 19 SCALE: 1'a= 50 'HORIZONTAL 1'= 5' VERTICAL From f I Units Flow I I I I � I I I MINOR SITE PLAN AMENDMENT 1 Velocity 0, Capacity q1Q dip I SAN MH I i Unit 10 T l ota I I SAN Siz eU 5/25/16 I I 19 Full Flow BELONG ' FINI HED FLOOR AT FACE I 9 8/5/16 Upper pp Lower Lower pia 1 00 SF 0 ( } d /9p } d �9P } ( p d (gpd) I � \9la d Irl l } fl a ! (ft) (fps) i ---� (fps) ci cfs fl la I I ft 13 6 33 250 8 175 7 8 1 5 4.0 32 700 8 4 0 0.50% I 1£3.52' 1.46 8"DIP S�N@0,50% I ( I 0.80 0 6.3615 0 1615 397.70 11 16 15 I l 16 25 0 16 0 25 4. 65,000 a 0.50% 0 I 1:66 II I 14 1 5 60 0.80 fl 12.64/0 a 241fl 403,35 I 15 1 4 2 12. ( 5,350 I 403,35 86 400 , I 9 : 0 561'' � C. til 1 ,39,E b1,8�3 > ; I , 2 .41 4 1 6 _ . 4 3 a 0 .84 a , 8 la ; 1 8 i I �3 40 ,1, _'I .4 � 4350 ,_ �. I i -- -- - 21,600 4.0 86,400 84' 0.50°ffl 400.000' 1.78 - - 2.28 514,160 i I 16,80flla a 27�� 400,22 � 18 I 52 CL U 13 07 5 1 075 3 4,0 52 300 8" 0 0 5015 400 000 1 66 PVC I 514 160 0. 80 7 o 10 1 la a 21 la Ga 412.00 1 t 9 100 250 ,: 5.0 '_ 7 38::..1 0 5 4.0 152,0a00 8 s r e 1.26 fe ?8----- � 82 6 3,62 X16,204 ; 1,25 18,70 fl 29 lfl 411,801 Z Wm 1 9 1 0 : 0. 2J 2�0 7"75 1 F- 8 0 2 TO 8 I Q ": 0,5..0 X71 5' 186. 1.0 5 .4 1 6 _ 2 8 00 Z N CJ CV "I- GZ 41 : ,5 f_fi 10 9 408.94 (f?I 00 Cfi O 'vt' 7 175 4,0 28 00 7 8 , 0 4 05 a 1 3 23.22 9 1 .46 2 2.28 + x » -1 oQ- 0 + '4'6- 0 408 0 �+ 10. 7 > Z 41 60 n.XZZ 45,34-54,0, 4 0.0}(7 1 �a0 1 8 : .1.� 4 lfl r 0 , � � 4.7 � 0 26 6.54 1 1 r 475 2,28122,8% . 23 a 10+00 10+50 11+00 11+50 12+00 (SAN 10 TO SAN 19 SCALE: 1'a= 50 'HORIZONTAL 1'= 5' VERTICAL From To Units Flow I Avg. Gaily Flow Peak q, Total p, Pipe Slope Length MINOR SITE PLAN AMENDMENT 1 Velocity 0, Capacity q1Q dip Invert Elev, MH MH or Area Unit Increment T l ota Factor Peak Flow Siz eU 5/25/16 AMENDMENT III Actual i Full Flow BELONG ' FINI HED FLOOR AT FACE I 9 8/5/16 Upper pp Lower Lower pia 1 00 SF 0 ( } d /9p } d �9P } ( p d (gpd) I � \9la d Irl l } fl a ! (ft) (fps) i ---� (fps) ci cfs fl la 0 lfl ffi ft 13 6 33 250 8 175 7 8 1 5 4.0 32 700 8 4 0 0.50% 180.8{73 1.46 I 'I 2.28 514,160 0.80 0 6.3615 0 1615 397.70 396.80 16 15 65 250 16 25 0 16 0 25 4. 65,000 a 0.50% 0 8 3 ,260 92 1:66 2. 8 2 14 1 5 60 0.80 fl 12.64/0 a 241fl 403,35 461,39 15 1 4 2 12. 2504. 5,350 1 {� 0 1 403,35 86 400 , �p11' 9 : 0 561'' � C. til 1 ,39,E b1,8�3 > 2.08% , 2 .41 4 1 6 _ . 4 3 a 0 .84 a , 8 la ; 1 8 "` CF 1 ;� 7 a _- �3 40 ,1, _'I .4 � 4350 ,_ �. 14 7 -- -- - 21,600 4.0 86,400 84' 0.50°ffl 400.000' 1.78 - - 2.28 514,160 0,80 16,80flla a 27�� 400,22 398.22 18 17 52 250 13 07 5 1 075 3 4,0 52 300 8" 0 0 5015 400 000 1 66 PVC 2 28 514 160 0. 80 7 o 10 1 la a 21 la 414.00 412.00 1 t 9 100 250 ,: 5.0 '_ 7 38::..1 0 5 4.0 152,0a00 8 s r e 1.26 fe ?8----- � 82 6 3,62 X16,204 ; 1,25 18,70 fl 29 lfl 411,801 ,; 408,20 1 9 1 0 : 0. 2J 2�0 7"75 1 q 1 t 5 T 4 0 8 0 2 TO 8 I Q ": 0,5..0 X71 5' 186. 1.0 5 .4 1 6 _ 2 8 5 4 f 1 60 j[�1 0,8 : ir` 5 5 8 D 1 1 5 41 : ,5 4 �7 10 9 408.94 X10. 00 7 175 4,0 28 00 7 8 , 0 4 05 a 1 3 23.22 9 1 .46 2 2.28 5 6 14 1 0 0.80 5.5815 15% 409.372 408 0 `7 __ 41 60 45,34-54,0, 4 0.0}(7 1 �a0 1 8 : .1.� 4 lfl r 0 , � � 4.7 � 0 26 6.54 1 1 r 475 2,28122,8% . 23 a , 0 400 39 ,44 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT Q THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION.. FAILURE BY THE CONTRACTOR Tia N011FY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FUO. RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN "4 FULL CONFORMANCE WITH LOCAL REGULATI 430 430 420 420 410 410 400 400 390 390 I I I BY i I I I I LATERAL DESIGN 10/1115 MINOR SITE PLAN AMENDMENT 1 I I 11/20/15 i I III I I i ! I I I I FROPO ED a Ei ERED FLOOR ELEVATION SAN I I DRH I 5/25/16 AMENDMENT III I i OF 5.0' BELONG ' FINI HED FLOOR AT FACE I 9 8/5/16 I II Upper Lower pia Sta. Lateral - Inv. Of I � --------'I SAWN T Lateral I --- T--- i ---� ----- - - FG @ Minimum PROP. GRADE & Manhole Manhole I (fist. From Length Main - `� EX. CAVE SAN 10 dope Length I 'I I I II I I I 771 I i _ I i i I I Main I I i Z I I LIII II I III I � i i I Lateral - -- --- --- ------------ X to -- I ------- i BLDG 1900 ----33-DPI-SAN I @-0.5 °i°----- - Upper MH 154 403,35 403,45 4" w 2.08% 4 4 4101.57 411,50 410.00 - -- - -- - - --- - - - --- - - - BLDG 1800 - - - -- 16 a o --- -- - - 8 ---- - --- Upper MH -- - -- ---- 93 -------- --- 403,35 - ---- - -- 403.45 --- „- 4 ! -- -------- PVC - - -- -- - 2.08% -- -- -- - 4 ---- 4 - -- -- - -- 409.30 -- - - - ---- --- 409.65 - -- - 408.00 BLDG 10100 16 15 8 3+55 387 403,16 403,99 6 I PVC 1.04°f� - - 408.0.2 x I I I I 1,� , 8 i I 40 6 2 1 4 3..44 0 6 LU :PVC..:: �oia I II 5 :408,65 4 � 0 ,50 403.60 .BLDG 400 1 ca ��- 1 5,2 8 -44K-117 40I 1 c 402,' 54 4 P C ; 1 i a 2. �, 781 ,a p0 �L 5 408.94 X10. 00 410.00 _ L 1` BLDG 300 1 5 14' 8 0 4 2 4 1 0 0_ .0 0 .8 4 1 4 4 '! V PVC j la . Z08% 2.0 _ 8_ `7 7' 41 60 4 15 C)_. 1 . 4 0.0}(7 1 BLDG 850 1 5 14 $ 0 26 56 400,56 401.40 I PVC Q .0 2 8la I I I 8 410,40 i i 1 4 1.50 I I I 15 14 8 I I II I i I 401.40 i I I I I ! a ---- I I -- T I II, I : 411.58 r: ESL /' 0 DG 0 II ! I 6 8 ! I I I 6 s 7 39 , 0 8 4 Z: S 2 8% 0 __ 1 4 - x + 1 4 2 6 _, ti � 13.50 �j c0) cC.-)Lq , : t" LING 22 _ p �1 1._ 3> 6 ' 8 U p (} r e MIW{ : Com? II ;oI� V Cf a o r 0 �? fi P .� «, q- � r-': �' F-- va" ,�yu ri �Qz z 15 ' 4 414,98 r �* co 4 0n}> a >+ 13 6, .... U r MH > 95 y '� 9� tiY 3u7. 0 397.80 4l,:: L" ': 1 , CL r �I Z .:. Q '. 8l0 1 5 1 1 .47 415.00 1 416:00 BLDG 1000 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROP10SED SANITARY PROFILE- (SAN 8 TO SAN 1 SCALE: 1'= 50'H ORIZONTAL 1"= 5' VERTICAL 430 420 410 400 390 REV DATE COMMENT BY 2 8/27/15 SANITARY DRH LATERAL DESIGN 10/1115 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 NOTE: LATERAL LENGTH IS FROM MAIN TO STUB, FROPO ED a Ei ERED FLOOR ELEVATION 6 2/12/16 LETTER OFVI RE SIGN DRH 7 5/25/16 AMENDMENT III IS Bfi E'D' IT LATERAL DEPTH OF 5.0' BELONG ' FINI HED FLOOR AT FACE OF BUILDING 9 8/5/16 Lot Upper Lower pia Sta. Lateral lnv, of Inv. Of Lateral Lateral Lateral Riser Riser Inv, Ccs FG @ Minimum Proposed Notes & Manhole Manhole of (fist. From Length Main Lateral @ Size Material dope Length Height End of End of Sewered Sewered Lat No. Main Lower MH) Lateral Main (°l4) Lateral Lateral Floor Eli Floor Elev, BLDG 1900 16 1'5 8 Upper MH 154 403,35 403,45 4" PVC 2.08% 4 4 4101.57 411,50 410.00 - -- - -- - - --- - - - --- - - - BLDG 1800 - - - -- 16 --- -- 15 --- -- - - 8 ---- - --- Upper MH -- - -- ---- 93 -------- --- 403,35 - ---- - -- 403.45 --- „- 4 - -- -------- PVC - - -- -- - 2.08% -- -- -- - 4 ---- 4 - -- -- - -- 409.30 -- - - - ---- --- 409.65 - -- - 408.00 BLDG 10100 16 15 8 3+55 387 403,16 403,99 6 PVC 1.04°f� - - 408.0.2 410,00 409.25 ' B 070 `1600 L 96 1,� , 8 2. 4 5 24 40 6 2 1 4 3..44 0 6 :PVC..:: 1..04 ffl 'S 5 :408,65 4 � 0 ,50 403.60 .BLDG 400 1 16; 1 5,2 8 -44K-117 40I 1 c 402,' 54 4 P C ; 1 i a 2. �, 781 ,a 5 408.94 X10. 00 410.00 _ L 1` BLDG 300 1 5 14' 8 0 4 2 4 1 0 0_ .0 0 .8 4 1 4 4 '! V PVC la . Z08% 2.0 _ 8_ `7 7' 41 60 4 15 C)_. 1 . 4 0.0}(7 1 BLDG 850 1 5 14 $ 0 26 56 400,56 401.40 " 4 PVC Q .0 2 8la 8 8 410,40 1 4 1.50 1 4 0.00 BLDG 800 -----------411.67 15 14 8 0 26 132 400.56 401.40 4 PVC a ---- 7 T 4-1,-00-- 1 411.58 r: ESL /' 0 DG 0 1 � `i 6 8 rM e I -I 6 :. 39 7 l 0 7 39 , 0 8 4 V 2 8% 0 __ 1 4 14 1 4 2 6 _, � 13.50 4 fj 1�,5 01 , : t" LING 22 _ p �1 1._ 3> 6 ' 8 U p (} r e MIW{ : .4:. 1..:20 39 7::7 0 7. 39 _80 43 4 �? fi P .� 2 ,3�8 !fl ' 1 15 4 414,98 415.5 0 1 41Q,00 I BLDG 23 0 13 6, .... U r MH > 95 y '� 9� tiY 3u7. 0 397.80 4l,:: L" ': 1 , PVC .:. Q '. 8l0 1 5 1 1 .47 415.00 1 416:00 BLDG 1000 8 7 8 1+72 189 399.00 399.83 4" PVC 2.08% 13 13 416.49 417.50 417,50 _- - -- --- - - _-_ _ --- -- - -- - -- - BL GG 1100 --- - 8 - 7 3 1 56 21 398.92 - - - . 399 .7 --- ,- 4 - - - -- - P VC - - - ----- fl 2,08 a / - 19 - - - 19 418.79 -- -- _ -- 419.50 419.50 ------------- ESL t 20 D 0 8 7 8 1 H 72 207 99.:0 3 (� , 99.8.5 3 4, PVC U 2 08 / c 1 3 13 416 87 417.0 5 417,50 -:BLDG �0c 19 `( � 8 Upper MH ' 124 , 41 � 0 41 .'rr0 4 <: r'VC �i l 2.�. fl � 2 2 1 .�0 4 6 415,5 0 416.50 BLDG 2000 19 10 6 Upper MH 124 410.50 410.6_0 4„ PVC 2,08°10--- - 413.25 413.50_- 413.25 BLDG 2100 1- --- 10 ----__- 8 -- - -1+16-- __- _.- -__.-14 410.15 410,98 -- - 4n PVC a ----_ 2.08% _.-- -_-_-- 2 2 413.22 _ 413.50 413,50 BLDG 5500 18, 1 l ` 8 Ur MH t4 414:010 414.10 4 PVC =, 2,081fl T ^ - 415.64. X17.00 416,00 ELDG400 18 17' 250 78 413;25 414.08 4 PVC 2.013°lo 3 3+ 418,64 419.00 417,00 BLDG 300 17 9 8 Upper 1MFI 93 411,30 - 412,_00 - 6 PVC 3,78% 0 6_ 421,27 4 1,67 - 416,60 BLDG 200 17 ----- --- - - 8 _ Up1 -er MM --- 3-- -- 411.9_ 0 _ 412.00 --- 6'- _- - - PVC _ --3,78% 6 6 421,27 421.67 416.60 REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1115 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 OFVI RE SIGN DRH 7 5/25/16 AMENDMENT III DRH 8 6/30116 AMENDMENT III FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 109/20116 COMMENT REVISIONS AMENDMENT IV 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) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD 1. D.: PS7 PROJECT: � MINOR SITE PLAN AMENDMENT FOR STH STREET STATION OVERALL II ALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 8 BLACKW L E L PARK LANE TE SUI 20 WARRENTON, VIRGINIA j� qC {� R INIA UV 2 1 �i Phone: 540 349-4500 Fax: 540 349-0321 www.Ba 9neerin hlerEn i.co 9 m Wi T "'*1r a _..t�1 F DANIEL R. HiNES Lic. NO. 4 C 0 31 T6 x/20/1 s C� 'kA/ 1� ION SHEET TITLE '%ANITA R I PROFILES COMPUTATIONS AN y SHEET NUMBER: 10A 1420 ■ 410 5400 ■ 390 ■ 380 10+00 10+50 PROP TQC PROFILE (140 TO 1-4) PROP STM PROFILE - (1-39 TO 1-44 SCALE: 1'= 50' HORIZONTAL SCALE: 1'= 50' HORIZONTAL 1"= 5' VERTICAL a. t--. 1 5' VERTICAL x ' 1 420 420 410 410 400 400 - 10+00 j I ---------------- 420 I I -- ------ II I -- -- --- - --- -- III EX. G PROP. GRADE I!1 STPr1 i I PROP•GRADE ---------- 139 0II - I 1 ----------{LIIIII STM TM }ri 14.06% PROP.GRDS - - -- 143 144 11 15" GMP J PR00.GRADE i 410 -1tfl -- j 5 1" RCP 15" 15" RCP 1 COMMENT REVISIONS AMENDMENT IV -S4-'SDV- @ 6.19% 12,Ih0' UOO-aQ2 C�.7 •r"�- rte+ `� r_a X 15"1RC' (D q M0.oo @ 4 02% ! Lo CL Z Z z a s II T w Q 400 - --cYa- J C) - M --'`----- q � cc® I x �--" F--•- (7 u o I ! w�O1F- 0_ z > > + > (y q q N _ LlCD 'd a rx V �Z z c� co o C O C7) CL Z' c) 0a- amr++' >� + > x z o z ce CL j2 10+00 10+50 PROP TQC PROFILE (140 TO 1-4) PROP STM PROFILE - (1-39 TO 1-44 SCALE: 1'= 50' HORIZONTAL SCALE: 1'= 50' HORIZONTAL 1"= 5' VERTICAL a. t--. 1 5' VERTICAL x ' 1 420 420 410 410 400 400 - 10+00 I j i1 I it I I COMMENT EX GRAIJE I -------- STIVI ----- -STM -- - - - 146 PROP. GRADE I!1 STM II ---- -- - --� PROP•GRADE ---------- T148 IVI j - I 1 ----------{LIIIII -- ------ --- }ri 14.06% PROP.GRDS - - -- @ 4.69°/a 11 15" GMP J I 15' RCIb 126'- 51,26'- 9 VAULT B - @ 4.33, 5 1" RCP 15" - ---- i 1 COMMENT REVISIONS AMENDMENT IV -S4-'SDV- I --- UOO-aQ2 C�.7 •r"�- rte+ `� r_a X - (D q M0.oo •�-, M Lo CL Z Z z a s LO T w Q chi CN F' C'Q �.wa J C) I I q � cc® I CL F--•- (7 u o I ! w�O1F- 0_ z > > + > W p F-- tl• i a rx V �Z z 0 >� 4 WZ Z o C O z +� >� + > 10+50 11+00 PROP STM PROFILE (1-48 TO 1- 51 SCALE: 1'= 50' HORIZONTAL 1'= 5' VERTICAL 420 410 400 420 410 400 420 420 410 410 400 400 i EX. �,RADE it I I COMMENT EX GRADE - I -------- STIVI ----- -STM -- - - - 146 PROP. GRADE I!1 161 II ---- -- - --� PROP•GRADE ---------- 10.66 _ j - I 15 15,CMP }ri 14.06% 6.89' - - -- @ 4.69°/a 11 15" GMP J I 15' RCIb 10.17° 9 VAULT B - @ 4.33, DRH - ---- i 1 COMMENT REVISIONS AMENDMENT IV 1 I L a UOO-aQ2 C�.7 •r"�- rte+ `� r_a X - (D q w C� J Lq"a •�-, M N- r LAli CL Z Z z a s LO T w Q chi CN C7 ,�.. J C) I I 0- > o ace-- � cc® M CL F--•- (7 u o 4 + 0_ z > > + > W p F-- tl• i a rx S Lex F N a c[ ? 4 WZ Z o C O 420 420 410 410 400 400 420 420 410 410 400 400 -- EX GR,4DE I i EX. �,RADE it I I COMMENT STM STM - ------ 121 122 I - - - --- PROP. GRADE PROR GRADE - ---- II ---- -- - --� ---- - II ---------- 10.66 _ 24'138' - 15' CMP 15 RCP }ri 14.06% _ @_12.05% - - -- VAULT B 11 DRH J I 15' RCIb PA 9 it @ 4.33, DRH 10,661- 1 0.66°- 1 COMMENT REVISIONS AMENDMENT IV 1 151 15' CMP L a UOO-aQ2 C�.7 •r"�- rte+ `� r_a X - --- q w C� J Lq"a M N- r LAli CL Z Z z a s o b n co T w Q chi CN C7 ,�.. J C) I I 0- > o ace-- � cc® M ZD F--•- (7 u o 420 420 410 410 400 400 -- EX GR,4DE I STM j it I I COMMENT -`- 124 - ------ STIVI I 137 123 1 PROR GRADE - ---- I 27.69'- LETTER OF REVISION T DE I 10.31°- I - -- i Z<L - - I ----- -- rt------ 1 11 DRH Wl I 15' RCIb PA 9 it @ 4.33, DRH 10,661- 1 0.66°- 1 COMMENT REVISIONS AMENDMENT IV 1 151 15' CMP L a UOO-aQ2 cote s _ 14.06°fo-- - --- - --- VAULT B M N- r LAli CL Z Z z a s o b n co T w Q chi CN C7 ,�.. J C) I I Ll'k "4' eF M lL- M ZD F--•- (7 u o �- o » ZLq O o `x W p F-- tl• Cl G"G .- S Lex F N 11 4 WZ Z o C O 0 +� >� + > x Ez 420 410 400 10+00 10+50 10+00 10+50 10+00 10+50 PROP STM PROFILE r (VAULT Y, (VAULT IPROFILE I I I -24 SCALE: 1'= 50 " HORIZONTAL SCALE:,I'= 50' HORIZONTAL SCALE: 1'= 50' HORIZONTAL V= 5' VERTICAL 1"= 5' VERTICAL 1'= 5' VERTICAL I I I it I I COMMENT i f STM 1-- - ------ STM 147 I 137 PROP.GRADE 1 ---------- --- ---- 137 - ---- I 27.69'- LETTER OF REVISION T DE @ 4.33% 10.31°- PROR GRADE PROP. SL -1- 15' RCP Z<L - - I ----- -- rt------ 1 @ 4.85% DRH Wl I I U-) fC 9 it T m s� )) DRH I 1 COMMENT REVISIONS AMENDMENT IV ,Q !9'a L a UOO-aQ2 cote s - EX. GRADE CL co M N- r LAli CL Z Z z a s o b n co T w Q o 0 o C� C7 1 C7 SO IX) Vp' q o S J C) I I Ll'k "4' eF M lL- M ZD - =)cD 0 ++ » > >> 0-WZZZ Cl G"G .- 0. CL2 Z Z Z i 4 WZ Z �c.en► U3:w O QT -w 4 ��Id- I I I I i C � I I : I `I k. I r , I I I I I i I ! I I -- I --- 1 I 1;4 cj �FQ5 STM EX. GRADE ` `,{ STM STM 140 STM 1414 141 B { ST M 7 EX. GRACE j - i 149 STM STM - } -Z. _ --- 138 I 139 STM i 136 ----- PROP ORA - -- ---- - I� I I , a" i PROP, GRADE I ! I I I (7 I I J4 @ i I I I , I ;sI I '- --- - - - -- -- -- - 1 I ! 15" FSC i p @a 1,12%4 FjROP, SL' -1 --\PROP, S 1'ij 170.06` - i1 100 6:96'-18"RC @Oi70r : PROP. SL�1 ( $5x02' 18" RCP @ 0 w : 0 , 0°Iq i '1182 �It I 24,, RCP @ 0.5 - 2 °la.I I I BTM ST 401.76` rj TOP SA( 402.59" 18" RCP Q O.S7 /Q a ! CLEAR: 0.8;1° @ - - } 61.00' 24" RCP f%� j fi @2J3% j" t 2 ' RCP I 1.881q i f i i I I I I I I i I I I I 6.34' - 16.34'- , 24' 24' CMP @ 8.2610 I : i I I.. I I: I I I I I Is� ! 1 I I I Lu i ! I I z w ci It a� x C.) N w;l, i ! c1 O.. p ! . co a- rt - -- -- -- - i r-=cl) _ H- - -- r L*•i - - r - --- - --- M r) - T -- ! � - ai cti M --* -- - --- <r - -- r -or r II m t� - -- - -- --- - - ! �.. z Z �C m - - -- - - h ._-.. °� -mt -€9- -- ----' ''-` ,„,...-_. z -- - - - Hy j .� '. �-. -- - - �- a "' vim` sL = -- - - ----- --- -- c - -- --- �r Ln --"- --CL r y' - -- �.-`• f]. Ir - ----- --- - -- -- - tv 4- +[Y I c`i (v ®. ,,,! q C:+ c� - cV ca, <- � LL-, I _ [ .--. i() I-- v ca cy,r- c� q o F-- c� c0 Z X X �� I I�;- Q "' � X .' _ F- M- is7 ,- �-a c'� it) ca �' �- c� o�{{r i c.? Y.Fo o o I- _ it) �` c- ca j C) S1 5 I o _ _ LS7 if } s- c� II �t cG . LS'Z q + q _ '� `.. ;�.. o q GT Q G1 q q .I ,.:.�,1 G) q Cd r- f-.. h a + O �-;.• q *' Ll7 ® w w Lq CV I- H {O O <. i,-- Lr.� Q C"1 Sf.+ q r 4 �.. r- w-- q C:J t+'J I'- CO �i q `� q C7.I.tl, r LY7'vC-j + q = `-- o, C7 4 q q + C7 _ - o ''J' Ca N q o fX? M •q- I.... II = G t ifi c0 et o o F^' n c- O G' dj . o o M F' -i '�' TJ' II n cL) i .�,. N o cti' '�,t`=- 'q' (1) d Cn �y F"' (*(�? q " o� c °�t o M �' H.- �', J S"} M R c� c� .'rY H.. e r 1`- ,u sa.:: 'y'':Y '�'" I cv q Gy L.CS C7 tl' o lL} J< TJ• F•^ ! I I .S m �$W`^L R. h-- a o .Yy cj' F^- V Id ,_,1 cCL - • t W LY?_. S� 4 CVM M to 0. et Z O co Ci d .y. �y' ¢1' *'Y Z r �' 0. V' .. N L.•) 0.q- :.,fi' STJ O 46 O W O 0. ` [7 d NM Q C.� S)Q Ci eh Ct_ �' Q � Z 'b 4 0. SK? �'�". I., co 0. °n° '�' t 1 C? CL 'ci- Z O p;. C7 L0 �7 z. 0-y- + > > O CC > �- > �-- - Z 2 LL' -" 2 12 cv K (*7 CC m LL' 4 z. Z !.? 0. .•y.' LL 2 ` Z z z ® LLf-Y'Z2Z! 0. zG CLEZZWin.- x0. 0. [L' 0. i - ��. CL ¢0.. Ci ,e.�. 0. - 0. 0. 1 I'1 10+00 10+50 11+00 11+50 GENERAL NOTE: THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRC, SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS REIATI SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF RECOI TING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTIl PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WOPK AS DEFINE© BY THE DRAWINGS FULL CONF-0Rk1ANCE ;,JTH LOCAL REGULATIONS ANQ CODES. 12+00 12+5? -'l,,- " 13+0013+50 14+fl0 14+50 15+00 15+50 PROPOSED STORMAUL SCALE: 1'= 50 " HORIZONTAL 1'= 5' VERTICAL 16+00 18+50 17+00 17+50 18+00 18+50 NOTES; 1. STANDARD STEPS (ST -1) WILL BE REQUIRED 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 €7F 12' OR GREATER IN ACCORDANCE WITH THE 2008 ROAD AND BRIDGE STANDARDS, 2: ALL INLETS SHALL HAVE INLET SHAPING, SEE SHEET 24A FOR DETAIL. 420 420 410 410 400 400 390 390 380 380 420 420 410 410 400 400 390 390 380 380 I I it I I COMMENT i f STM 1-- - ------ STM 147 j 137 PROP.GRADE i ---------- --- ---- 137 - ---- I 27.69'- LETTER OF REVISION 15' RCP DE @ 4.33% 10.31°- PROR GRADE PROP. SL -1- 15' RCP Z<L - - I ----- -- rt------ 1 @ 4.85% DRH Wl I I U-) fC 9 it T m s� )) DRH I 1 COMMENT REVISIONS AMENDMENT IV ,Q !9'a L a UOO-aQ2 cote s - EX. GRADE CL co M N- r LAli CL Z Z z a s o b n co T w Q o 0 o C� C7 1 C7 SO IX) Vp' q o S J C) I I Ll'k "4' eF M lL- M ZD - =)cD 0 ++ » > >> 0-WZZZ Cl G"G .- 0. CL2 Z Z Z '� 420 420 410 410 400 400 390 390 380 380 420 420 410 410 400 .00 390 390 380 380 I I ( it I I COMMENT EX, GRADE 2 STM STM _ 142 137 STM --- - ---------- --- ---- 137 - ---- I 27.69'- LETTER OF REVISION 15' RCP DE @ 4.33% AMENDMENT II PROR GRADE PROP. SL -1- I I Z<L - - I ----- -- rt------ 1 - - - DRH Wl I AMENDMENT 111 FOR APPROVAL U-) fC 9 it T m s� )) DRH I 0 COMMENT REVISIONS AMENDMENT IV ,Q !9'a L a UOO-aQ2 cote s Li) a- Z7 C CL co M N- r LAli CL Z Z z a s L(j '�' '_"' 420 420 410 410 400 .00 390 390 380 380 REVIS'l ONS I I ( DATE COMMENT - ORA5 2 STM STM DRH 137 137A I MINOR SITE PLAN AMENDMENTI - - I - -- - - --t- -- ---- - - LETTER OF REVISION PROP.GR l DE PROP. SL -1 AMENDMENT II DRH <i 2/12/16 LETTER OF REVISION Z<L 7 5125/16 U DRH Wl I AMENDMENT 111 FOR APPROVAL DRH 9 it AMENDMENT IV DRH I 9/20/16 COMMENT REVISIONS AMENDMENT IV ,Q i III I I I I I UOO-aQ2 cote s v> M N- r LAli (.a P 4 L(j '�' '_"' w Q o 0 o C� C7 1 C7 SO IX) Vp' W r X p "Y .qy- S•) V' a =i cD M II o cZZ2� C �<r®CD + > >> + >> .- 0. CL2 Z Z Z '� 4 WZ Z �c.en► U3:w O QT -w REVIS'l ONS REV DATE COMMENT J F 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 I1J <Qa a LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH <i 2/12/16 LETTER OF REVISION Z<L 7 5125/16 U DRH Wl 6/30/16 AMENDMENT 111 FOR APPROVAL DRH 9 €�aojgF AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH UOO-aQ2 .�o1►_ ♦um7 v> a�UuJ. z20 W �O azozapz �c.en► U3:w O QT -w 4 ��Id- J C el p 1;4 cj �FQ5 REVIS'l ONS REV DATE COMMENT BY 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 5125/16 AMENDMENT 111 DRH 8 6/30/16 AMENDMENT 111 FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV 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 1-800-257-77T/)(DE 1-800-282-8555) 420 APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PD7 410 1 400 ■ 380 10+00 10+50 10+00 10+50 10+00 10+50 PROP STM PROFILE STM PROFILE (142 TO PROP STM PROFILE (137A TO 13 ; SCALE: 1'= 50 " HORIZONTAL SCALE: 1'= 50' HORIZONTAL SCALE: 1'= 50' HORIZONTAL 1"- 5' VERTICAL 1'= 5' VERTICAL 1'= 5' VERTICAL PROJECT: MINOR i SI' T PLAN AMENDMENT IV FOR STFI STREET STATION OVERALL PHASE 111 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, U , VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com .00 *A'LTH OF DANIEL R. HINES 'O Lic. No. 043176 9/20/16 /ONAI- 01 SHEET TITLE: lL I'�.J RM PR' '4 FILES SHEET NUMBER: W-------------------- 5� INLET SHAPING (BY OTHERS) A IA T CURB (BY OTHERS) SDR -35 PVC COUPLING PLAN VIEW CAST INTO PRECAST BOX WALL -- (OUTLET PIPE LOCATION VARIES) G'LF-A.NOJT PLANT AS SUPPLIED R TREE FRAME 8c ORATE GRATE IN GALVANIZED (NOT SHOWN ANGLE NOSING CAST IN TOP SLAB TOP SLAB COV�7 BY AMERICAS FOR CLARI`ry}� TOIP SLAB 1 CURB AND GUTTER INTERLOC�KING JOINT (TY,) (BY OTHERS) STREET DOWEL BARS 0 12" O -C. FILTER MEDIA PROVIDED BY AMERICAST PERFORATED MULCH PROVIDED BY AMERICAST/UNDE9DRAIN SYSTEM. ID BY AMEMCAST LINDFRDRAIN STONE PROVIDED BY AMERICAST - SECTION A -A -DESIGNATIONt ---- -- Recommended Residential _j_ja Contributing Drainage Area (acres) where C = 0.50 _TR EEG ATE OUTLET Contributing Drainage Area L W QTY & SIZE PIPE 6 x 4 ol� 6,_ 4' 0 (1) 3X3 4-' SDR -35 PVC 48 or 8x4 0.20 to 0.26 4" SOR-35 PVC Staridard 6x6 8 x 4 41 _O � (1) K3 4' S0JR-35 PVC 8 X 6 87--oll 61_01� (1) 4x4 4' SDR -355 PVC 10 x 6 ol-oll 61-0. 1) 4x4 6" SD,, 35 PVC 2 x 4 4' 0' (2) 3X3 4-' SDR -35 Pvc x 6 _0 (21 4x4 5" SDR 35 PVC DRH C CV F77 7 -oll 13, 7'-O� '�2) 4x4 5" SDR -3,5 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRTrEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN ]-IF FILE FORMAT, DATE: 09-04-07 DWG: FTNW-3 PRECAST FILTERRAO UNI` 1€ all. NARROW WIDTH CONFIGURATION U. RAI 5,277,279 7 by Amqlimm AND 6,569,321 g M 40 ra -w lable, IL171girr -1 Quick izina Tabl' (Mid -At lantic Re. ion-vOK Available Fjltorral*, Box SizesRecommended ---- -- Recommended Residential _j_ja Contributing Drainage Area (acres) where C = 0.50 Outlet Pipe 46 or 6x4 Contributing Drainage Area Outlet Pipe (foot) (acres) where C = 0,85' 4" SDR -35 PVC 4x6 or 6x4 up to 0.20 4" SDR -35 PVC 48 or 8x4 0.20 to 0.26 4" SOR-35 PVC Staridard 6x6 0.27 to 0.29 471 SDR -35 PVC 60 o,r,8x6 or 4x12' r 12x4 0.30 to 0.39 4" SQR-35 PVC ,6x 10 or 1Gx6 0.40 to 0.49 6'* SDPw35 PVC, ------- 6x 12 or 12x6 0.50 to 0.59 6" SDR -35 PVC 7x13 or 13x7 0.60 to 0.74 6"SDR-35 PVC ----- - Available Available Filterral- Box Sizes (feet) ---- -- Recommended Residential _j_ja Contributing Drainage Area (acres) where C = 0.50 Outlet Pipe 46 or 6x4 up to 0,33 4" SDR -35 PVC ,4x8 or 8x4 0-34 to 0.45 4" SDR -35 PVC Standard 6x6. 0.46 to 0.50 4" SDR -35 PVC 6X8 or $x,6 or 4x 12 or 12x4 0.51 to 0.67 4" SQR-35 PVC TOP SLAB 0.6a 63 to �oS-10rOx6 6 R35 PV QC ,6x12 or 12x6 0.84 to 1.00 6" SDR -35 PVC 7x1,3 or 13x7 1.01 to 1.27 6' SDR -35 PVC 1. AJ boxles are,a standard 3.5 feet depth (INV to TO,) 2.A standard SD2-35 PVC pipe coupling is cast into the, Wall for easy connection to discharge drain 3. Dimensions shown are Internal. Please add 1' to each external, (using 6' walls) 4. In fin6 %Oth TR55 data. for Commercial, Developmen is a minimum `runoff coefficient) q factor of 0.85 is recommended. For Residential Deydoproerits, use of C factors less than 0.5 require, individual site review Lay Filterra. 5. Please ask for Sizing Tablet for ether target treaonent goals, e.g, 0.3 inthr - 6. This sizing table is valid for VA (treating 90% of amival ni noff) and typical for the Pr id-Ailantic region. GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 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 FUEL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN )QFS INLET SHAPING A (BY OTHERS) SDR -35 PVC COUPLING CAST INTO PB_' AST BOX CAST (OUTLET 'WALL BY AMERI PIPE LOCATION VARIES) CURB (BY OTHERS) TREE FRAME & GRATE 'A' C Value CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOW[' ANGLE NOSING 8 FOR CLA R11 -Y) L2" TOP SLAB 4! CURB MD GU17ER INTERLOCKING 8 x 4 (BY OTHERS) 10! N7. (TYP) 417.83 I GRAVEL \SAND FILTER BED SIREET 13 x 7 8 FTIB-C 414.74 2_(I D-1 OAx 0 - 70 - 0.85 - , - I , 3 7 DRH C CV F77 1 0.71 0,85 13 x7 8 -- Standard FT ------- 412.60 404,1 O� -41,- - - O�,85,��, 8 x 6 4 Standard FT 415.65 DOWEL SARS D-1 3A 0,74 0.85 13 x 7 8 Standard FT 419.00 JNDERDRAIN STONE PROVIDED BY AVERICAST T?EOORATED UNDFRQRAIN SYST"M MULCH PROVIDED BY AMERICAST BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTFN AUTHORIZATION FROM FILTFRRA DRAWING AVAILABLE IN TIF FILE FORMAT. - DATE: 07-07 -06 FTST2 99QU 7/ PRECAST FILTERRAOUNIT II 1� 6 STANDARD CONFIGURATION a" US FIAT 6,27i',274 Copyngbt 0 20C 0 ELANV_1EA TREE FRAME GRAT, CLEAN= COVER SPLASH CAST IN TOP SLAB A -A PERFOf,�AT�D FILTERRA ENGINEERED --"/, NI DIA: I UNIT TO BE SET PLUMB AND 'LEVEL. P,�AS ---- $ MLE CIVERAt L MAY E�Y _0 _0 -I T (LENGTH x WIDITi) P P Cc' ! 3 1 12T P i: P S IZ' FLOW, CF 6X4 41-oll �5` Pvc 5 R, C P 6�8a 6X4, pa" pw" 1:57' 15, PCP 8 1 x4, w PVA.` 1,57 1 5`� RCP Tp 64 r ax,�� 4'-0" 8 PVC 1 57 -r t IOX6 4: RCP x- 1 Li i 2x6 8" PIVIC 1 2 4 5, 1,6", Aco 3,,7 1 0!i P'aC 245 15 RCPIk L iLARQ OWEo iot,� wirr_,o T'• 1' THAIN NEDIA WID 4 ER, QPENINQ-$ ,\LL cNT FILTERECN* o RMHUMD $QUMONS j=, INTERNAL BYPASS CURB WWIWI WITH JUNCTION CHAMBER 11 0 "1 H111,1!51, - 777 $CALE1K111jPRn,5QIA� T N- rT!61-- CAST IN TOP 5LA5 PVC PIPE (BY PLANT. AS SUPPLIED BY CONTECH CONTRACTOR) (NOT SHOWN FOR CILARITY) 'A' C Value cc FtQW CLEANOUT l NI CLEANOUT FILTER 0.85 a 8 FTI B -C L2" J- 4! L FABRIC A -A PERFOf,�AT�D FILTERRA ENGINEERED --"/, NI DIA: I UNIT TO BE SET PLUMB AND 'LEVEL. P,�AS ---- $ MLE CIVERAt L MAY E�Y _0 _0 -I T (LENGTH x WIDITi) P P Cc' ! 3 1 12T P i: P S IZ' FLOW, CF 6X4 41-oll �5` Pvc 5 R, C P 6�8a 6X4, pa" pw" 1:57' 15, PCP 8 1 x4, w PVA.` 1,57 1 5`� RCP Tp 64 r ax,�� 4'-0" 8 PVC 1 57 -r t IOX6 4: RCP x- 1 Li i 2x6 8" PIVIC 1 2 4 5, 1,6", Aco 3,,7 1 0!i P'aC 245 15 RCPIk L iLARQ OWEo iot,� wirr_,o T'• 1' THAIN NEDIA WID 4 ER, QPENINQ-$ ,\LL cNT FILTERECN* o RMHUMD $QUMONS j=, INTERNAL BYPASS CURB WWIWI WITH JUNCTION CHAMBER 11 0 "1 H111,1!51, - 777 $CALE1K111jPRn,5QIA� T N- rT!61-- CAST IN TOP 5LA5 PVC PIPE (BY PLANT. AS SUPPLIED BY CONTECH CONTRACTOR) (NOT SHOWN FOR CILARITY) OUTGOING PIPE TO SANDFILTER (SEE TABLE FOR CONTINUATION) WEIR ELEV (SEE TABLE) INCOMING PIPE TO FLOWSPLITTER MANHOLE BYPASS PIPE (SEE PROFILE FOR CONTINUATION) FLOWSPLITTER MANHOLE SECTION NOT TO SCALE FLOWSPLITTER MANHOLE INCOMING PIPE TO FLOWSPLITTER MANHOLE LOWSPLITTER OUTGOING -PIPE WEIR (SEE TABLE FOR TOP ELEV) TO SANDFILTER (SEE TABLE FOR BYPASS PIPE CONTINUATION) (SEE PROFILE FOR CONTINUATION) FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE INFLOW PIPE ID CMP (SAND FILTER) BAFFLE--\ D.A. (Ac.) C Value Dimensions (k) J Type l NI CLEANOUT FILTER 0.85 a 8 FTI B -C L2" J- WASHE L FABRIC T -T 8 x 4 4 FTIB-C 417.83 I GRAVEL \SAND FILTER BED 0.85 13 x 7 8 FTIB-C 414.74 2_(I D-1 OAx 0 - 70 - 0.85 - , - I , 3 7 DRH Standard FT ----- - CV F77 OUTGOING PIPE TO SANDFILTER (SEE TABLE FOR CONTINUATION) WEIR ELEV (SEE TABLE) INCOMING PIPE TO FLOWSPLITTER MANHOLE BYPASS PIPE (SEE PROFILE FOR CONTINUATION) FLOWSPLITTER MANHOLE SECTION NOT TO SCALE FLOWSPLITTER MANHOLE INCOMING PIPE TO FLOWSPLITTER MANHOLE LOWSPLITTER OUTGOING -PIPE WEIR (SEE TABLE FOR TOP ELEV) TO SANDFILTER (SEE TABLE FOR BYPASS PIPE CONTINUATION) (SEE PROFILE FOR CONTINUATION) FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE INFLOW PIPE ID CMP (SAND FILTER) BAFFLE--\ CLEARWELL --DEWATERING VALVE NE I" SAND 12" WASH D \-Z GRAVEL UTFALL PIPE [ITER GRAVEL SUBBASE FABRIC PERFORATED PVC PIPE W/ CLEANOUTS NOTES. 1. SEE DETAILS PROVIDED BY THE TYPICAL SAND FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1"=10' FILTER TI\\'A SUMMARY TABLE Structure D.A. (Ac.) C Value Dimensions (k) J Type PRE-TREATMENT BAFFLE CLEANOUT FILTER 0.85 a 8 FTI B -C L2" J- WASHE L FABRIC T -T 8 x 4 4 FTIB-C 417.83 I GRAVEL \SAND FILTER BED 0.85 13 x 7 8 FTIB-C 414.74 2_(I D-1 OAx 0 - 70 - 0.85 - , - I , 3 7 DRH Standard FT ----- - CV F77 1 0.71 0,85 13 x7 8 -- Standard FT ------- 412.60 404,1 O� -41,- - - O�,85,��, 8 x 6 4 Standard FT 415.65 SF -7 D-1 3A 0,74 0.85 13 x 7 8 Standard FT 419.00 CLEARWELL --DEWATERING VALVE NE I" SAND 12" WASH D \-Z GRAVEL UTFALL PIPE [ITER GRAVEL SUBBASE FABRIC PERFORATED PVC PIPE W/ CLEANOUTS NOTES. 1. SEE DETAILS PROVIDED BY THE TYPICAL SAND FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1"=10' FILTER TI\\'A SUMMARY TABLE Structure D.A. (Ac.) C Value Dimensions (k) Inlet Opening Type Invert Out 12 x 6 A-44 0.56 0.85 12 x 6 8 FTI B -C 415.25 LETTER OF REVISION A-47 0.23 0,85 8 x 4 4 FTIB-C 417.83 LETTER OF REVISION D-9 0.74 0.85 13 x 7 8 FTIB-C 414.74 AMENDMENT III FOR APPROVAL D-1 OAx 0 - 70 - 0.85 - , - I , 3 7 DRH Standard FT ----- - 412.60 COMMENT REVISIONS AMENDMENT IV I 'D 10B 0.71 0,85 13 x7 8 -- Standard FT ------- 412.60 404,1 O� ---- - - ---- 11A &38 O�,85,��, 8 x 6 4 Standard FT 415.65 SF -7 D-1 3A 0,74 0.85 13 x 7 8 Standard FT 419.00 4 D-14 026 0.85 8 x 4 4 FTIB-C 417.00 400.00 D-15 0.47 ------------- -- - - 0.85 - ---------------- 12 x 6 8 FTIB-C 415.32 FTIIB�,C D-1 8 0,55, --- -- Q 85 12 x (3 8 FTIB-C 413.90 5TF1 STREET M 4n I n 4 f1% 0 r_ 0 A 4' FTI 8 C 415 50 400.80 D-22 0.46 0.85 10x6 ------- - ------ ----- D-23A 0.56 0,85 12 x 6 D -24A 0.42 0.85 10x6 D -30B 0.74 0.85 1 13 x 7 D-33 0.25 0,85 8 x 4 D-36 0.55 0,85 1 12 x 6 1-31 1-41 W. - ------- 4 FTIB-C 417.20 COMMENT 8 FTIB-C416.50 ------------ -- 8/27/15 FOR APPROVAL 8 Standard FT 419.64 MINOR SITE PLAN AMENDMENTI 8 Standard FT 415.57 LETTER OF REVISION 8 Standard FT ------- 415 .06 AMENDMENT II 4 FTIB-C 414,35 LETTER OF REVISION 4FTIB-C, 7 415.35 AMENDMENT IH -------------- - 8 FTI B -C 418.80 AMENDMENT III FOR APPROVAL 8 FTI B -C 413,85 AMENDMENT IV REN71b 10 NS REV DATE COMMENT BY 2 2 8/27/15 FOR APPROVAL DRH 3 3 _j UL MINOR SITE PLAN AMENDMENTI DRH 4 4 11/20115 LETTER OF REVISION U� 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 C-) AMENDMENT IH on W, 8 6/30/16 AMENDMENT III FOR APPROVAL WH 9 Uj �W: [L' AMENDMENT IV DRH 10 920/16 9120/16 COMMENT REVISIONS AMENDMENT IV DRH L� 404.20 411.70 CAD I.D.: ST7 f4 FTIB-Q 404.20 404,1 O� '15" P4 1.00% FTIb-C _410._50. 410.82 3 1-37A SF -7 407.00 - 0 < < >Z_ � .2 2.33% P-1 4 - < U 409.97 8 SITE PLAN 8 FT- I Bz-C-- _7 0 X>Z 0 400.00 AMENDMENT IV 8 FTIB-C 70 0 L 399M 8 FTIIB�,C 411.60 - ------- Z '0 10 @1 Z 410.40 1-18 411,00 410.10 5TF1 STREET 15" 11.07 8 55 X SF -8 < 0 0 0 400.80 Sand Filter 13 --- 71 - --- ---- --------- 1.01 10 39 406.00 413.50 52 X 1117 406.00, 405.00 151 13,30 7,5241 D -27A SF -9 414M 413.90 g 7.19 1.39% SF -9 ao ------ 71--- Vo 416,80 SF --9 D-26: 409.30 40920 15", 5.00;,2100% D -30A 4 416.00 415.90 15" 6.92 1.45% 0 (D 1;11 F5 409.30 416.80 r"7 SF -10, D-29 '4109,30 15" 35.69 D-32 SF -11 417.25 41715 15" 8.00 1�25% SF -11 REN71b 10 NS REV DATE COMMENT BY 2 2 8/27/15 FOR APPROVAL DRH 3 3 10/1115 MINOR SITE PLAN AMENDMENTI DRH 4 4 11/20115 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT IH DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH 9 8/5116 AMENDMENT IV DRH 10 920/16 9120/16 COMMENT REVISIONS AMENDMENT IV DRH L� 8 FTIB-C 417,45 Pipe Vault Bottom APPROVED FOR 4 Lower 4 08.00 8"I'll Dia Length Slope CONSTRUCTION 4 FTIB-C_ 408.00 3 od 54 -4, Standard FT 41225 PROJECT No,: V122001 4 5t� and�fr �__ 412.30 DRAWN BY: JLPICBC 15ol 13.69 12,42% CHECKED BY: DRH 4 FTIB-,C . 0 0 412 DATE: 02/20/15 8 --- --------- FTIB-C --- - - - - 408-00 SCALE: AS NOTED ----- - 404.20 411.70 CAD I.D.: ST7 8 FTIB-Q 404.20 404,1 O� '15" PROJECT: 1.00% FTIb-C _410._50. 410.82 3 1-37A SF -7 407.00 MINOR 1511 10.75 2.33% 1.24 4 FTIB-C 409.97 8 SITE PLAN 8 FT- I Bz-C-- _7 --409.20_- -407 400.00 AMENDMENT IV 8 FTIB-C 70 400.00 399M 8 FTIIB�,C 411.60 - ------- FOR 410.40 1-18 411,00 410.10 5TF1 STREET 1-51 0.36 6 x 6 4 FTIB-C 40T50 - Total 1 1 6. - 05 STATION OVERALL PHASE 11 S"AND FILTER PIP: l")ESIGN, L.00ATION OF SITE Sand Filter Structure Invert Pipe Vault Bottom Weir Elev at Upper Upper Lower Upper Lower Dia Length Slope ID 1.06 1041 3 8 54 X 8 Structure 404.20 1-33 SF -6 406.50 404.80 15ol 13.69 12,42% 60, X SF -6 406.75 400.00 Sand Filter 8 0.92 0.92 10 ----- - 404.20 411.70 48 SF -6, CISTERN, 404.20 404,1 O� '15" MOO 1.00% 13 46 3 1-37A SF -7 407.00 406.75 1511 10.75 2.33% 1.24 SF -7 48 3 8 63 X 8 415.90 400.00 407.50 --------------- 1. 14, SF -7 , I-36 400.00 399M 15" 6.50 1.54% - ------- 417A5 - ------ 410.40 1-18 SF -8 410.10 410.00 15" 11.07 8 55 X SF -8 407,55 400.80 Sand Filter 13 --- 71 - --- ---- --------- 1.01 10 39 406.00 413.50 52 X 1117 406.00, 405.00 151 13,30 7,5241 D -27A SF -9 414M 413.90 15" 7.19 1.39% SF -9 - - ----- ----- -- ------ 71--- 409.30 416,80 SF --9 D-26: 409.30 40920 15", 5.00;,2100% D -30A SF -10 416.00 415.90 15" 6.92 1.45% SF -10 409.30 416.80 SF -10, D-29 '4109,30 15" 35.69 D-32 SF -11 417.25 41715 15" 8.00 1�25% SF -11 -------- ----- 410,40 417.90 8F-11 D-31 410.40 :410,25' 151, 8,00 1.8741 ---------- 1-43 -------- SF -12 407.65 407.55 161, T50 1.33%SF-1 2 400.80 40830 Sr -12 1738 406.86, 400,70 1511 6.50 1,5441 1 -2 - 6 SF -13 403M 403,70 15" 8.60 1.16% SF -13 401.25 408.75 5F�l 3 1-25 40,125 4Q-110 1.29% SAN1"Y"'FILTER SUMMAI`ZY TABLE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA X BOHLER E N G IN E ERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohierEngineering.com DANIEL R.HIKES 00 Lic. No. 043176 9/20/16 NAL SHEET NUMBER: 11G Drainage Area (Ac.) Impervious Area (Ac.) Pre Treatment Sand Filter Bed Clearwell Diameter Pipe Total Length Total Width Inv, In Inv. Out Sand Filter 6 1.06 1.06 1041 3 8 54 X 8 409.00 404.20 Sand Filter 7 1.18, 1.18 '12 45 3 60, X 8 406.75 400.00 Sand Filter 8 0.92 0.92 10 35 3 8 48 X 8 410.00 ------- 406.00 __ I . - $and Filter' 9 1.21 1.211 13 46 3 ---------- ___ 8 ------- - - ------- X 8 - - 413,90 _ 409.30 Sand Filter 101.24 1.24 12 48 3 8 63 X 8 415.90 409.30 Sand Pilfer 4, 1 --------------- 1. 14, 44/1 3 - ----- 8 58 X 8 417A5 - ------ 410.40 Sand - 1 Filter 1 -1 2 -,-- 1.07 1 07 ------- 1 - 1 ---------- -------- 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 Tota I 8.83 8.83 ---- --- --------- NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA X BOHLER E N G IN E ERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohierEngineering.com DANIEL R.HIKES 00 Lic. No. 043176 9/20/16 NAL SHEET NUMBER: 11G g_ENERALNOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND $PECIFICATIONSASSMATED WITH THIS PROJECT WORK SCOPE PRIOR TOTH E INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTORF IND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONST"TE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN kl.- Fill I r, N I7W I STORM SEWER COMPUTATIONS STRUCTURE DRAINAGE RUN-OFF Vic A" INLET RAIN RUNOFF INVERT LENGTH SLOPE NNING'S T� DIAMETER CAPACITY VELOCITY FLOW REMARKS - ELEVATIONS 5 AREA (ACRES) COEF. I TIME FALL "Q11 0 0_ E2 z z 5 _j 3� LCU) 7 n'VALUE AMENDMENT III DRH LLj 0 :1 LLI TIME AMENDMENTIll FOR APPROVAL DRH 9 Ow AMENDMENT IV DRH 10 N, 9/20/16 I 0 O�- 01 M F_ 0 U- M DRH From To "All I#Cfl Increment Accumulated Min. In.lHr. C.F,& Upper End LowerEnd Feet Feet/Feet Inches C.F.S. F.P.S. Seconds W4 L) -6-56- -0. 0 z > T �z- o 2 -a-19 -419.29 41 -MO 1 <�1141_ _6 -.3 8__ 6-20- 25.43 0.74 0.85 63 1.33 5.42 6.60 8.75 415.75 414�60 108.57- 0,0106 O�013 18 10.80 6.80 15.96 -b-_�_f2' z 0�0 0Z �0,00, 5,69 6'53 - -- - --------- 11,22 ---r- -- -------- 41410� 412,30 105.63 0,0170 Q�Qf3 �24 29.54 8,69 12,�16 ----- ----- - D-11 01 3$ O�85� 61 Z U 6,49 '22,55 lKa9 0.0123 O�013 24, 9,04� 20,67 Q34 D-10 _7 0-00 '80 8,48 ,6�24 - - - - - - - - 6.40 22.26 b: - - - - - - - - - - - - - �'409,05 45-Q9 - - - - - - - Q,0120, 0,013 24, -- -------- 24.75 -- --------- 8.91 -- - ------- - -------- ----- 0.60 4,07 6.24 6.40 26�07 408.95 408.10 120�63 0.0070 0.013 30 34.47 __________7.69 __15.7011---- 405.62 214�18 0,0111 0.013 36 70A3 b 0__ -1 - - A - V aul I _t C - - 0__ -0-0- 0__ -6-5 0.00 4.83 6,87 625 30�20 405�60 - ---- -- ---- 405.55 7.00 O�0071 0,024 36 -1 ------- ---- 30.59 4.93 1,42 _77 D -1,3 ---- --- 0�42 5kQ 1 7 670 4 �417,01 7 6.00, �7 00165 O�Q13 15 8�28 -- - - - - - --- -- ---- -- ----- - i��,04 D-22 D-12 6.46 ---------- ------ 6.--3 9-- - 6 7 0-- 2.62 416.50 41-a5o 14.58 0.0686 0.013 15 16.90 9.87 1.48 __D -m _0�55 0.-8-5 -- --- - -3.13 67.16 0.0216 0.013 15 9A8 6�79 9�89 D -_W b-1-1 0,00, O�Qo 5. 16 6.66 '4,641 4,15,80 414�00 84�71 0.0212 ----- - - --- - --- 0.013 16 9,41 -------- - - T53 1115 -- ---- D�2 -D �5 7-" 0.85,,: :0,23 ----------- - - ----- ----------- 013 600, --- - ------ ;6.70, ------ ----- 1, 54 417,20 - ------ �41 0 33.00 Q�0364, 0.013 1� IZ30 6.52 5�06 ------ ----- --- -- - D-19 D-17 O� 16 0.85 0.14 ---------_ - - -------- --------- 0.14 --- --------- 5,00 ---------- -- - -- - 6.70 - ---------- --- 0.91 415�50 415.00 20�75 0,0241 0,013 15 10.02 5.92 - ------ _7 ----- - - - --- - ------ -- ---- 01-0-1-3- 15 9�04 4.69 8.14 D-18 -7-7 _77 '77 0,5� 0.85 0:47, - - ------ ----- - O�60, 5�00 5 ----------- __0_,._0067, 0.013 . ......... . -- 1,5� - - ----- 5��6 - 7,49 - - ---- ... . ...... Z01 - - ----- D-15 D-34 OA7 0.85 0.40 0.40 5,00 6.70 414.00 -- ------ -- --- 36�10 ---------- 0,0360 0.013 15 12.24 7.74 4�66 _71-7- 7-1--- - - ---- --------- 0.05 .70 ------ 0.35 ---- 411.75 411.45 58.66 0.0051 O�013 15 ..... .. -- ---- 4.61 --------- --------- -- 2.17 27,02 ---------- - D��2`, 0.90 7_l_.__6_3_-_ f,03 5� 0 6 670 -------- - ------- - 6.87 417.25 41&m 5Z74 0�0142 0.013 - 5' T69 T06 7.47 ------- - - - D-31 073Q �,00 ----------- O�85 -- ,-, -- - -,--_ O.QO Ij r , -- - r, -1 - - -- , ", i,� r, b. �-, , &6T____: , & � 84 . .............. . 409.05 85 133Z_3 _%0052 ------- ----- O,Q13_1 -- ----- 11 24 1,6,38 ------- 4�92 27.14 _�Q 0.00 0.85 0.00 2,70 5,58 638 17,23 40&15 407.150 106.10 0.0061 0.013 24 17.71 6.42 16.53 0.00 a 9-4- 6.33 18.59 407.30 406,30 135�51 0.0074 0.013 --- ---------- 24 19.44 T04 19.24 0.85 20�00 4-06A-0-- ------- D-27 a 4 O�85 0.00 429 6 �8 61 4��: .2 26.79 40570 404,70, 6T69 O�0148 O.Q13 24 ;�M 6,79 D-�6_: Q. 5 A- 0,0,0 '4�29 6.39 '6 2 Y_ 404,50 4 00 84, O�0178,,, 'Q.01 8 24 30,22 10,83, T76 ---------- 00, 0,00 --------- 4�5Q ------- - 6,52 '6,20 402,50, :�0.024 30 _9�57 3.99 6A8 I.-Ck ----------- 6-,7- 0_ 6-, 0_9 4-1- 6.6 6 - -4 1 6-A 0 - 3 0__ 2 1- 0-A0 1 -4 9__ 6 -Ab 1_3 1-5- 7.87 T_ 23 4.18 0,00 0.85 0.00 1.04 5.07 5.36 5.60 - 4 16. 0__ 0__ 4 -16 6 0__ - -1 - T_ -3-4 - - - 0-.- 0__ - 2--8- 8- 0- . -0 -1 _3 7__ -15 8.93 1.94 D-3d87____l7_l' 77 b-_�30_, 7 O�85 0,63, 0"63 5.00, 4,91 ----------- 415,6Q 413.80 2237 0,0805 --- 0�013- ---------- 15 --- - ------18.30 1.99 5 2�A ------- ------- - ---- ------ D-29 0�28 0.86 ----- -- 014- ---- -------- ------ -------- - 5.00 5.37 1.28 415.35 - - ----- -- ----- 414.00 32.07 ---------- 0.0421 0.01� - ---- -------- 13.24 0.85 0.26 0.26 5.00 6.70 1.71 41435 ----------- 411 �00 2118 0.1445 0.013 15 - ----- 24�53 10.75 2,16 t>2�A' 0-27 1 2� 0� 0 Q 1,10 --- ---- ------ 5,00, 6 �70 7,36 --------- 7414�0b_l -------- ---- - 41375 9.00 --- ------------ 5 10.75, ---- --- 9,40 0�96 -- ---- D-33 D-25 0.25 0.85 0.21 0.21 5.00 5.37 IA4 413.85 416.6-0-- -- ----------- ------ - - 64.99- U592 0,013 - -------- 15 15.70 T 39 8.79 U-06- D-_05 -0-20- _0�90_____ --a-18 bo 4 a 26 ___58.62____ 0.6685__ -0.013 _16 5� 96 3�77 55 D-05 D-04 0,70 Q,671 1�55 5�26 534 8 410�00 408.00 145, 0 0�0138 0.013 18 1Z3, 7 �39 19,63 ------ ---------- D-04 vaultc 0�68 '0160� 0A1 5�59 5.,32 , IQ,79' 407,80, 405,55 35.92 0,0626, 0 024 30 55�67 8,47 4�24 --------- ---- 0.70 0.70 - ---- - ----- 5.00 5.37 174 413.00 411.50 -------- - --- -- 20 .0689 16.93 10�71 2,03 - ---- ------- 2.98 17.47 �09,' D- 1 5_ 0,63', - ------ 0,63 5,00,, 4121 414,74 22,51 151 13�73 9,84, 2�29 A-44 A-41 .56 0.85 0.48 -- -- ------ - 0.48 5�00 6.70 119 415�00 414A0 59A2 0,0101 0. 3 15 6.48 5.19 11A5 __A_4�__ A-42 0. 23 "5 --b _2_0__ ______0_ _�_2_0_ -5.0- 0____ -6-J-6 4 4- -1 -7,3-3 411_�0_5_ -6-1-.6 1 --a- 0_6 45- -6, 0- f 3 -15- 4-k 3 -5 -3.- 0_3 20-32 J-09, 1-06 ,0.26' 45' 1 _b_�_I__;2�___77 ---- ------- :70 406.5, 40625 1� 45 0,0186 0.013 15 8�80 4,41 3,05 1-0� i-07,�, �,Q.2� �O 90 O�26 5 5 6�69 �,53:- 406 00- 405.50 O�0664 O�013 - - --------- 15 5,91 4�55 13.07 1-07 .23 0.60 0.14 0.52 5.27 6.64 3.42 405.25 404.60 110.92 0,0069 0.013 18 8.04 4.30 25�82 1-60 1-06 0.00 0.80 0.00 U4 5�70 6.53 5A6 404.40 40 3. 80 11 0,_ 5 0 0.0054 0.0 13 18 7.74 4 -.69 23 -.54 1 -66 1--62 0_�_63_ -6. 8-6 0.54 2,59 6- JO -9- 6-A 4___ 1-6-.6- 9__ _4_0_3�3_ 0___ 401 �68 127.09 0.0127 0.013 24 25.53 8.61 14�76 I -Q, i, O�00 0.85 0,00' Z70' &34 6.38 17�24 401,58 399 8 1 6 139,78� 0,01,28 0.0113 2 - 4 1 8,73 16�02 -------------- -- 1-05 ]-_063 0.00 2,80 6.60 '6,31 17,71,� 3K60 39 9 ------ jbal 7- 0.013, 24 18,67 675 1524 --- --------- '1-03 Q,85 0,09 3�07 6,86 625 19A9, �3,65 0,0075, O.Q13 --- -------24, 19,57 7,10 '13.19 VaultB _0�10, 0.00 0.85 0. 00 3.60 7 0 8 6.20 22.29 398.00 397.10 22.00 O�0409 0.024 30 44.99 9.00 Z44 1-13 1-12 0,62 0.85 O�53 0,53 5,00 6.70 3�53 405.60 403,80 169.62 O�0106 0.013 15 6.65 5.42 31�32 -12 1-02�' - '00 ---------- 0�80 0 bb- a7'5_� 6,57, 146 403.60 -----------_-------- -- 134-3911 O�I)156',� , 0,013 8.07 6.21 21�65 _71- ---------- �5 - QQ 53,� 5.88 6,49 3,42 400.30 399,75', 42.Q7 -7, 0,0131 �,0,013 15_ 7�38 �5;8 1-14 1 5.00 6.70 1�20 407.90 407.00 48.52 ------ ------- 0.0185 ------- O�013 15 8.79 ------- - ----- 4.90 9,90 - ------ 6.70 0.68 408.00 ---------- 407.45 ---- 20.35 - - -------- 0.0270 ---------- 0.013 15 ----------- 10.61 4.65 4.38 Ad 1-1� A 1 8 0, 0'', 0.85 0,83' 6. 0 5�5Q,, 410,65 410�20 31.06 Q,'0,145'" O�013, 15 7,77, 6.86 4,53 7 7 '�0�0'0', 0, 5 0 �00 0,83�, 6.68 5,55 410�10 40&60 4&64 0'0329, ------'11,70 5,19 1-17 1-16 0�00 - ------------ - 0,85 0.00 O�83 5.16 6.66 5.53 404.60 404.10 47,98 - ----- ----- 0.0104 - O�013 15 6.59 6.01 7.98 ------- --- ----- ----------- 0__� 8-5- 8.09 404�00 403.80 18.99 ------- --- ----- - - --------- 0.0105 ----- ---- O�013 18 10,77 6.67 ------ -- 2.85 -------- 1-20 160 0��21 0.85 032 kl�2 ........... - 5�00 ...... 670 2.14 412A5, 1 4110,10, T82 0.3007, 0�013 15 ----------- 35.38 -------1&50 ----- - 0,50 1-6 3- 1-62 0A,V -------- -- 0,11 5.00 6,70 074' 411 75 O�1750 O.Q13 ---------- iy----- - -Z6-� go - - - - - - - - - - - &82 ---------- --------- ----- --- 2.14 1-49 -4-1-f. _60 - - ---- 4-1 -.9-4 O�031 0 sip ��6�9 ----- ---- 407.00 405.00 179�06 0.0112 0.013 15 6.82 5,73 __ --l-11, 31.2- 3 ----- ----- 1-4� 1-41 B 0.00' 0.85 o. -bo- 7- 0, 71 5�8 4158 ----------- r ---------- �,'404�90 ---- - - ----- - -- 6,_l_____,_l_l_l_ 404�5 - 5 6 0.0070 7___ 0�0 3 --- - __ 8m 4�96' ____ 11.44 ------------ - ------- --- - ------- 11-416 1-41A, 0,00� 0,85 0,00, - - ------- O�71 _b' 7 '6� "6,45 4�55 404A0 - - - - - - 403,80 a5.03 O.Q011 -0-013, 18 ------- ----- 8.82, ------- 4,99' 1-41A 1-40, 0100' 0,85 0.00 Q,95' 6,34 638 6,07 40 3,70 403B0 0.0,067 :0�'O" 18 8,57 - - 526 --l-T-04 2.85 -39 0.06 0.85 0.05 ------ ------------ - 1.00 6.53 6,33 635 403,50 40Z50 125.67 0.0080 0.013 18 9.36 5 �68 22 1 1 -1-39 1-38 0�00 _b '85 -6.06- -1-41- -6.90 624 11.94 40Z00 40010 61,00 0.0213 0.013 24 33.04 9.49- -6-.43- 1-38 1-37 0.00 0.85 - --------- --- 0,00 ----- 1�91 - ------ 7,00 6.22 11.89 400.60 400.15 82.81 0,0054 0,013 24 16.68 5.76 14.39 ............ 1-37 1-3 6 5 - - 0, 4�63, T 28 53 -------- -- 400�05 39815 %00 0"0188 - - ----- O.M' 31,06 11.19 '617, IV 14 kM77 V8013, uo 0,85 0.00'' 4� 4- 39T40, 34, O�0826 --------------- 0,024 24 35.24 1248, -------- --- 31 4 R66f -De I S ----------- _7 --- ------ 7 ------ IZ�w 1-37 1.18 0,96 1,06 2.13 5.00 6.70 14.28 407,00 406.00 10�50 0,0952 0.013 15 -15 19.91 -- --- 17.59 ---- -9.36---- O�60 1-42 - - - - - - - - - - - - - - ----- -- 6.70 3____ 1-3.43 - --- -- t-44 -43 1.07 0.815 0,91 0. 91 5, �00_ �7 7 6.0 40924 b6,,�6 12.10 4Q5 f 01,3 15 - - -- 12.98' ------- ------ 1-� 1�39 O�00) 0.85 0, lQ0 5 6,,70 6.09 407,65' 407,00 Q�0619 ---------- 0 O� 13 15 1&05 --------- 12�09, O�87 --- ----------------- ------ 409.97 1-41 2 ------------ 5.00 6�70 1.65 403.80 66.87 0.0923 6b 0�22 ------ 1-50, '4� _0i 0 --------- - 35 '0" - -- ------ - 5.00 6 0 '0.57 --- ---- 411, Q 0 -4-1 O� 0 U500 1*4 7-7 --- - -- ------ ---------- 1-48 0,36 Q ��7 0�31, O�31, 5,0 6,70 4Q7,50 40T.2 -9059 4,94 3,80 ------------ 13,49 -- ------- ---- ------- - -T-2-4- [_-23 -0-A-5- 01-8-5 bi-38-- -5-.66- 617 -0 �5_0_ 410.0-6 _11]5 4 O�0433 0,013 15 13.43 1.41 1-23 tb----- abb --- ---- a 8-5 0.00 0.38 5�02 6.69 ------ 2.56_____ - ----- - - - 402.50 401.00 10,66 0.1466 0.024 15 1311 T98 1.34 -22 1 O�74� 018 �O�63 0,63 5: 00'' 6,70 4.21, 4 '7,,50 4 OV3 1 �5' --- 9�24 ------ - --- ---------- - -- ------ - - 726 3.36, - -- - ---------- 1-21 v fits, 0, 00 '0,63 ''5�Q6 6,�69 b' 401 �00 10,66, 01406, 6 6�, 4 15 13.11 ------ 939, 1,14 ko-of Drains Added:- ------- -- ------ - ----- --------- - 1-28 1-27 O�25 0.85 0.21 011 - ----- --- 5.00 6.70 1,42 41525 412.75 123.60 O�0202 0.013 15 9�18 5.36 23.07 I- bo _a8_5_ 0.00 0,82 5.38 6.61 5.45 412.65 41Z20 53.45 0,0084 0.013 15 5.92 5.46 9.79__ 1-26,� _26 035 ,0�00, ,0,82 &57 '5�42 4Q3 80 40�_ 55�55 0;0144 O�013 15 7,74 6.77 8,21� -------- VaOttB 0 00" , 1� I '00, a 68 18:33 46T, �00 '60,10' 107.33 O�OQ84 0,024 24 11�23 3�57,, 30.04 Rodf Drain,5 Added:� --k-30- 0.90 0- --- 6 5.00 6.70 7.12 409.20 408.00 55.45 0.0216 0,013 15 9.49 8.46 6.55 - ------- 1-30 0.00 1.65 5.11 -1- 1_. 0_0 -- ------- ----- 403.50 ---------- 401.00 120�00 0.0208 O�013 is 15.15 929 12.91 1 -29 O�85 033 0.33, 5.0 6,70: 2.22 410, 2 ,4QI9�50 -j 1 J4 0,013 15, _18 -5-1 9.81' 1.63, y r n �i 40 (%A 4 1 lla P '�7 1 co isms 42 5�00 6,70 2,79 415 M 14�00 34.02 O�0294 1 0.013 1 15 11.06 1 7.48 1 4 NMI$ t5ll 15 7.57 5Jb or REV DA E COMMENT BY 2 8/27115 FOR APPROVAL DRH U - 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 U" D,: LETTER OF REVISION DRH 5 1/29/16 0 2�w I z 2/12/16 LETTER OF REVISION 0 0_ E2 z z 5 _j 3� LCU) 7 5/25/16 AMENDMENT III DRH LLj 0 :1 LLI 6/30/16 AMENDMENTIll FOR APPROVAL DRH 9 Ow AMENDMENT IV DRH 10 N, 9/20/16 I 0 O�- 01 M F_ 0 U- M DRH < W4 LL 0 >: W4 L) 0 w ;�'Z�e 0 z > T �z- o 2 z 1 <�1141_ DIZ z (00 <_ ull cl� z W4 U P4 u REVISIONS REV DA E COMMENT BY 2 8/27115 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 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 AMENDMENT III DRH 8 6/30/16 AMENDMENTIll FOR APPROVAL DRH 9 8/5116 AMENDMENT IV DRH 10 N, 9/20/16 I COMMENT REVISIONS I AMENDMENT IV 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 1-800-245A848) (PA 1-500-242-1776) (VAI-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: 02120115 SCALE: N/A CAD I.D,: DL7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G �28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com 00 DANIEL R. HINES Lic. No. 043176 9/20/16 Al IONAL L 01 SHEET TITLE: STCjRM 001, MPUTAT1,101, NS SHEET NUMBER: 12A ilk' -in" DRAULIC GRADE LINE COMPUTAMONS 01 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS 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 FUI I RESPONSIBILITY By THE CQNZCTM To COMPLETREETHE SCOPE OF THEWORK AS DEFINED BY THE DRAWINGS AND IN LL CON PO 4 LOCAL (3UL�'TIONSANJC 1% FU CE WITH 'ODES 01 REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 W MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION > < -<� 5 1/29/16 AMENDMENT II DRH 6 , <" 2 >I Zo U0, !, p DRH z:2 5/25116 AMENDMENT III z 19 Iz- Z 8 6/30/16 AMENDMENT III FOR APPROVAL DRH 9 Luh AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV 01 0i Ff V) LL a- (uj < 0 < <� W4 U♦ 0 a- 0� >- I. 20z 9 0 M 0 w z 20 z4 'z n ccf)) P4 4� z z'14� W 44 6 O 4 0 8H �j P4 411 z REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1115 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 5/25116 AMENDMENT III DRH 8 6/30/16 AMENDMENT III FOR APPROVAL DRH 9 8/5116 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV 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 I -W0-242-1776) (VA1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION I"PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A x,.CAD LD.: DI -7 —�� �l PROJECT: MINOR SITE PLAN AMENDMENT IV FOR A 5- TH STREET TTION OVERAL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA I 128 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www, Kohl erEngineening, com .Tf i 0101� --I Lic. No. 043176 920' 16 b0NA C0 SHEET TITLE: 31% A lC0M-P`UTllllTIf-"NS SHEET NUMBER: 12B I X 7 "NS 10 1, EAR INLET CMi PF Ull, -'A"r'ifful 'A r' GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPON31BILITY 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 $COPE OF THE WORK AS DEFINED BY THE DRAWINGSAND N lk� ONFORNIANCEWiTHL TI REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 U - MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION LU 5 1/29/16 AMENDMENT II DRH 6 < < LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III -of< > z UJE wz 6/30/16 HJ DRH 9 zoz(D zuj U -I n AMENDMENT IV DRH 10 9/20/16 9/20/16 COMMENT REVISIONS COMMENT V' IV [ AMENDMENT IV Ld Uj 0 0 F- SOS m i -f w 4..C- -a- � W Lli w P r4 V' 0 LL < a. z (D < < 9� o W4 Z) 0 X Z�e�> 0 m -Z =;�- 0 0 cl� Lli Z , LL F- Z 0M -,0 7<Z w co < Of 0 0 cn z 2E u ow REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1115 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 9 815/16 AMENDMENT IV DRH 10 9/20/16 9/20/16 COMMENT REVISIONS COMMENT V' IV [ AMENDMENT IV 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 "00-245-4848) (PA 1-800-242-1776) (VA l-800-552-7001)(MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: VI 22001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A \.CAD I.D.: DL7_j PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TPI STlrl�"E-ET TATI'lN HASE 11 LOCATION 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 ron I Lic. No. 043176 o 4 'o 9/20116 ke Co VONALe* SHEET TITLE: STf--"'RM SHEET NUMBER: 1 2C GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FINDA CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENOINEEROF 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 CONTRAOTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN \. FULLCOtJFORPi4Na WITH �tOCAL REGULATIONS AN,�1 CODES. J 01 REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 L MINOR SITE PIAN AMENDMENTI DRH 4 11/20115 LETTER OF REVISION Ld aaa >L] ff� ¢z 1/29/16 AMENDMENT II DRH 6 ❑3zOW= � wz �� DRH 7 5/25/16 AMENDMENT III ❑pp_ �C LHW 8 6/30/16 AMENDMENT III FOR APPROVAL_ w 9 p;pJWgQ � 6Lu In�w a_ a DRH }..� � O COMMENT REVISIONS AMENDMENT IV pO�apz ml- cn�: LLa.uj =o f" G U z o 44 O < U iTi 44 �O '� ¢aw p a j �8 e R 0 Z Qe > b �j TZ O O W F- YEN � �-i a p_j02w cf) < 0= U U sow+♦ �� b Cil N b cp P-1 ^ AP qQ f pr � z REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1115 MINOR SITE PIAN AMENDMENTI DRH 4 11/20115 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 9 8/5116 AMENDMENT IV DRH 10 8/20/16 COMMENT REVISIONS AMENDMENT IV 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-B00-257-7777) (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 LD.: DL7 PROJECT: MINOR SITE PLA AMENDMENT I FOR T T-� ' TA TION OVERUL P IFITASE 11 LOCATION OF SITF 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. BohlerEngin eering.com TH o .p Lic, No. 043176 k9/20116 �_ONAL_. SHEET TITLE: G'fMPlur"T I `INS SHEET NUMBER: 12D ` A _ -- / ---- -------------- ----- _FP_ -----_'-QEF —_ �- �- - N1RR0 EM T �./ MOORSANITARY SZg5 (0111' i 3� 3i� / r �_ e3 TREE �,. CONSERVAT ON PRIMARIL - ✓ D DECID 4 a N 3892535 egg--------------- - F _--------------- ---------i� ---------------------------------- --------------------------------- _--------------------------- ------------------ -------- �p -`------------------- ---------- L4 ` --\ / \ UMITSO __j(__ ST DIS iU ROINCE 11 \ \ --------------- �, -------------------- - \:_ / y_ / _ �r n--------------------------- Nv ------------------------- ------^\ ----- --------------------- ------------ v r\V <� \\ \ \ \ \\`\ `\ \ \ I r ------------- 7R¢'gM1B(/fFER L�'✓E '' I '` PROP. R. \ T , '4� d c�`N'•S RvaTION PROP. R,OW. REST"- DE0jggyOUS BLDG.4,SF 388 \\ FORE;(,OWEF LEGEND: TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5.57 AC) (7.31 AC) ISTIERFSPONSIBMITOFIHECON'fRACT�]CWT SWPEPRICRT0IHEINRIAtION OFCOIGn_ONSE5 RRTOFCWGTRUEPlANCEOFFULLRFSPONSINLRTBYIHECONiRACFCR TOCOMPLf1ETNESCOPEOG iNEWORtASDEFlNED BY1NEgWWINGEANON 103 1. SEE LINE TABLE ON SHEET 26 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH 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 CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN 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 ONLYTO SUPPORTTHE 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. 40 20 10 0 40 A�1 rv�c':, SHEET KEY I P4 w $_ _ w°'Hs PRIM'! W mroow� M l z v W W a a z E J O c U S V Z U a gs ,tea w C, sLL PEVISIOINS REV DATE COMMENT BY 2 8127/15 FOR APPROVAL DRH 3 10/1/15 MINORSITE PLAN DRH AMENDM ENT 4 LET tt120/15 TER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH AMENDMEN... 8 6/30/t6 FOR APPROVAL DRH 9 815/16 AMENDMENT IV DRH COMMENT REVISIONS 10 9120/16 AMENDMENT IV DRH THE FOLI-M G STATES ReOURE NOTFOOTON By EXCAVATORS DEEIGNERS ORANYPERSONPREPANNGTO D STU SURFAe AANYN 14 ""ZC5i8651(PA ° DDG.2<L•,Ri`B; E)TATE. rvA I'NeleE 7m11 (MD , EO l n) cOE laoo zazassEl APPROVED FOR CONSTRUCTION PROJECTNo.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02120/15 SCALE: CAD I.D.: LS7 PROJECT: MINOR SITE ]PLAN AMENDMENT IV FOR STIP STREET STATION OVERALL ]PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER I E N G I N E E R I N G BLACKWELL PARK LANE, SUI7E WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www. BohlerEngineering.com DANIEL R. HINES Lic. No. 043176 9/20/16 _ SHEET TITLE. LANDSCAPE PLAN SHEET NUMBER: 13C am � �r py •® '� pi` F 11 2 SEATS I 33,765 SF L Li 9 f IcTiL - SHOPS 9,366 BE IrSHO BLDG, 1 911,214 1 E ---------------------------- • f'L./.:4e• tea. �. .. ,,., .r � .. .I���� V 1 ':.. . •U�/ ter:,±-,:.. _ �,. ... _•...•��_. -- .al \ --------------- �, -------------------- - \:_ / y_ / _ �r n--------------------------- Nv ------------------------- ------^\ ----- --------------------- ------------ v r\V <� \\ \ \ \ \\`\ `\ \ \ I r ------------- 7R¢'gM1B(/fFER L�'✓E '' I '` PROP. R. \ T , '4� d c�`N'•S RvaTION PROP. R,OW. REST"- DE0jggyOUS BLDG.4,SF 388 \\ FORE;(,OWEF LEGEND: TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5.57 AC) (7.31 AC) ISTIERFSPONSIBMITOFIHECON'fRACT�]CWT SWPEPRICRT0IHEINRIAtION OFCOIGn_ONSE5 RRTOFCWGTRUEPlANCEOFFULLRFSPONSINLRTBYIHECONiRACFCR TOCOMPLf1ETNESCOPEOG iNEWORtASDEFlNED BY1NEgWWINGEANON 103 1. SEE LINE TABLE ON SHEET 26 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH 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 CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN 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 ONLYTO SUPPORTTHE 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. 40 20 10 0 40 A�1 rv�c':, SHEET KEY I P4 w $_ _ w°'Hs PRIM'! W mroow� M l z v W W a a z E J O c U S V Z U a gs ,tea w C, sLL PEVISIOINS REV DATE COMMENT BY 2 8127/15 FOR APPROVAL DRH 3 10/1/15 MINORSITE PLAN DRH AMENDM ENT 4 LET tt120/15 TER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH AMENDMEN... 8 6/30/t6 FOR APPROVAL DRH 9 815/16 AMENDMENT IV DRH COMMENT REVISIONS 10 9120/16 AMENDMENT IV DRH THE FOLI-M G STATES ReOURE NOTFOOTON By EXCAVATORS DEEIGNERS ORANYPERSONPREPANNGTO D STU SURFAe AANYN 14 ""ZC5i8651(PA ° DDG.2<L•,Ri`B; E)TATE. rvA I'NeleE 7m11 (MD , EO l n) cOE laoo zazassEl APPROVED FOR CONSTRUCTION PROJECTNo.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02120/15 SCALE: CAD I.D.: LS7 PROJECT: MINOR SITE ]PLAN AMENDMENT IV FOR STIP STREET STATION OVERALL ]PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER I E N G I N E E R I N G BLACKWELL PARK LANE, SUI7E WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www. BohlerEngineering.com DANIEL R. HINES Lic. No. 043176 9/20/16 _ SHEET TITLE. LANDSCAPE PLAN SHEET NUMBER: 13C DISTURBANCE j' TR CONSERVATION :�EE :. 1IbBJ I / / PRIMAAtLYMIXED / I / DECIDUOUS C s II / � EVERGREEN DOVER T r' opo �'�� / � � II / / ✓�/� � _ I ) 4 / 4> ------ • \ W s v ROP. -- — JB _EYE - / Trcel ROP DRAIN) ) SEMENT I N MYIJ25 ,, 11 1 SHOPS r H SPRINKLERED MIN 11s BLDG. 2200 w .7,008 SF BANK 11 a BLDG 2300 °r 2 .52 SF :- S00 DRH I40 ll�l��l a All H �z P-4 —1T7 7 5/25/16 P �OR DRH /.� � W t�J - o °a p A 9 8)5116 � a o DRH u w COMMEREVISIONS NT AMENDMENT IV F,I.HOPS jMAW BLDG 1300) T406 SF•• � � L1 -I13 9yv�'r�er t 1 d6 'fillSHOPS N' - SHEET I 1.; 1' SPRINKLEREf�I , iB ��- 01 �Y.�rBLDG. 8513 �\� 1,127 1 SF 1,'I/IY1 NN . 1 � Ya9.L 'I�LYI :19]7 5191'X1 IDI f 1 I r i' MINI ,. SPRINKLEREDma 11 -BLDG,11 • 19,737 � !IIl( r Tr 1 q 1 �i*l7i �T7: —` �•� ' ♦�i�i NEWS�I� WE N MYIJ25 ,, 11 1 SHOPS r H SPRINKLERED - BLDG. 2200 w .7,008 SF BANK FFE=420.50 BLDG 2300 °r 2 .52 SF :- S00 DRH F2050 4 . a All H �z P-4 —1T7 ��a�t � A _ * 1 I� I.. .�ilTtltr. I ., @� 11�;► w n1FCCNFMCTCRiO R&IEW P1LOFilECRA NiBFPfCIPCAnONSO.SSOCwiw WrtHRIIEPRNECi WowcswPEPRIoaroinelxlTwnan oFwwrwcrrox.sxouLOTHEcox Im mfwcuNsxrs�unvEro sPEEm T0nIE NJk-LEwow.rt6TxEURESI`MEO0ass fmxcaRloll-a rnaraFc afRIcna.FawR ToCC EMncr oEOInIE Paafcr�FrcixiEnsnA—NS11.a A EPfPNCEOF FULLPFSPCNSINLIfY EY1HECON11w .TO wMPL WEOF iNEWgMFSDRNFA EYRIE CFAWIxGSpNBN i —1 1 REST. R { SPRINKLERED 1 BLDG. 1200 7,551 SF FFE=422.50 1 r LEGEND: TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5,67 AC) (7.31 AC) C IN r H � yppgo w ; N'rcH P4F .. o w z a F --i 6a� s' P.4 °r zY DRH 5 1/29/16 a DRH H �z P-4 DRH 7 5/25/16 I DRH /.� � W t�J 1 o °a p A 9 8)5116 � a o DRH u w COMMEREVISIONS NT AMENDMENT IV 1 rla9 N' - SHEET I 1.; 1' 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2, STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH 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 CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A. 6. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." 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. I C II SHEET KED' W r H � yppgo w ; N'rcH P4F .. o w z a F --i 6a� s' P.4 °r zY DRH 5 1/29/16 a DRH H �z P-4 DRH 7 5/25/16 AMENDMENT 111 DRH /.� � W t�J AMENDMENTIII FOR APPROVAL o °a p A 9 8)5116 � a o DRH u w THE FOLLO—G STATES N—NE NOT F CAT ON BY EXCAVATORS. DESI—PS, OR ANY PERSON PR OSTURBTHE EARTH 55 RFACE—H REINTHES-E (NeINA . ANOOE—NE 11) rvAaowEs)i- M(.;aB asss) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: ILP/CBC CHECKED BY: DRH DATE', 02/20/15 SCALE: 1"=40' CAD D. LS7 PROJECT: MANOR SITE PLAIN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE 111 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone 540 349-4500 Fax (540)349-0321 —Rohl erEngineering.com tl DAN] '.y Lic. No. 043176 9/20/16 `�sSiowALE�G. SH EE.EETTTIT�IITT/LE: LANDSCAPE PLAN SHEETNUMBER'. 13D REVISIONS REV DATE COMMENT BY 2 8127/15 FOR APPROVAL DRH 3 10/1!15 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT 111 DRH 8 6M/16 AMENDMENTIII FOR APPROVAL DRH 9 8)5116 AMENDMENT IV DRH t0 9120/t6 COMMEREVISIONS NT AMENDMENT IV DRH THE FOLLO—G STATES N—NE NOT F CAT ON BY EXCAVATORS. DESI—PS, OR ANY PERSON PR OSTURBTHE EARTH 55 RFACE—H REINTHES-E (NeINA . ANOOE—NE 11) rvAaowEs)i- M(.;aB asss) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: ILP/CBC CHECKED BY: DRH DATE', 02/20/15 SCALE: 1"=40' CAD D. LS7 PROJECT: MANOR SITE PLAIN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE 111 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone 540 349-4500 Fax (540)349-0321 —Rohl erEngineering.com tl DAN] '.y Lic. No. 043176 9/20/16 `�sSiowALE�G. SH EE.EETTTIT�IITT/LE: LANDSCAPE PLAN SHEETNUMBER'. 13D SHOPS LG. 1100 8. 20 SF --------------------------- I i 2 11 - G SHEET ILINE I , %\\�� �`• \q\\�\ •'`\ ----------- -------------\\ \ __ ROW. pWOUS---------------------- REST BLDG 4 E 3 =8SF ---------------------- 8" _____ / 84145 / / �r <s- J l- L• I r�y `\ .� MINIvv BLDG. 1900 \ , A x,949 SFF3 FFE-416.50 , • ' : + _ /, 11 vi ---------------- 1 I' `ice I A y { I T l' _ ``�, _ MAJOR TENANTD\' _ I,\ �.; SPRINKLEDG. RED `\ f ____ -\'` x\'`` _. "_ _'' ')> BL2000 1�Y 14,104 SF - $'• \` �\,1. �. I� \ - `` FFE=418.50 R.OW. f a FfE,P _ \ ' • II 4 \ A/E 1 ) EE > C ,1 kk VATION: S ----------- A A•`' OPS gg------- i\ j/ T F"i SPRI KLERED F A _ _ __ ` .- 1.L, \ 6I OUS 1 \ tO� ' VER _______ _ _ ________ ___ � I { BL G. 900 "::"BLDG. 12,1;72 SF I `- 2671 SFO \ FFE N "z�`" \1\`'•, 420.50 - ' 1 FFE=418 50 ? \\ \ \ V 1`;A V SHO S ' LDG. 1000 ..• 7,78E SF L FE=4 2.50 � � � >` : : W, 50 W W W W oW, \ \ `• \ - ®\`�� I ` -- -- --- — \ --- \ \ \ \ 1 n qy�]]FF .\�1� T� �T V (2 8`CONDUIT� / S RCYIl JL \ A V Ntl� °(�-6'CONDUI m m . ;rte I" _s '• /\� `\\ \\\•` `\` ```W \ �`\ \ \\ alR %W.. • _.._..- I _ v w , T • vv I\ ATCHLIN E SHEET 131(71 R P. _ V ` 40 20 16 o ao r=ao' ]LEGEND: NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. TREE CONSERVATION® TREE CONSERVATION 2. STREET TREES ALONG SENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD LANDFILLAREA DEVELOPMENTAREA IMPROVEMENT PLAN. (5.57 AC) (7.31 AC) 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN 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 cExFA4Lxme PLANT." emmvcmnroaenEwuwFT urosE: icoxrwsossa:ATenvmx,nseao�Ecr 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT n xsmucn°N.MN DTNE oRp�Wu Wm Emco—TI-11ro -E000E9,76TNEDDx WTons RESR SUWTOWnfV EPRWEUE GNEERDFRECORaN 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR sie�iDrC4HR Ecali`RncDr�irocou°vLEWTHEua>ea°FT�Ew AoEnxEDUYVEADn�`AwWSMDN (INTERSTATE -64) SHALL BE ELIMINATED. TwE roLwvxrva STATES genu RE NOT R cAnow ar vATons cEsT S SU WE REasow NTIE �wGT D U HE FNAMAR I -D T STATE (IN VIRGINIA MARYLAND AND ED LAEWAREr01E1) cwv ,aD (MD 1 .ar IRA , 7) (DE ,nsl ,�A,�DDa�,DD,I,MD , �D,E,nn„DE ,—M—s) APPROVED FOR CONSTRUCTION PROJECT ND.: Vt22001 DRAWN BY: JLP/CBC CHECKED BY DRH DATE: 02/20/15 SCALE: CAD I.D.: L57 PROJECT, MINOR 1� I OR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE lid LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 2DI86 Phone: (540)349-4500 Fax (540)349-0321 www. B.hieringineering.com V. DANIEL R. HINE Lic. No. 04317 f4�: 9/20/16 `t1.. � NAVL. SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER'. 13E �yooa z w wo.s� ° 'T' z �8 m�Y >�oD= h.rc�u 4� w z o W U 3= W REVISIONS REV DATE COMMENT BY 2 6127/15 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN gMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/2916 / A ENDME M NTI DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENTIII DRH 6 6/30/16 AMENDMENTIII FOR APPROVAL DRH 9 615116 AMENDMENT 1V DRH COMMENT REVISIONS 10 9/20/16 AMENDMENT IV DRH TwE roLwvxrva STATES genu RE NOT R cAnow ar vATons cEsT S SU WE REasow NTIE �wGT D U HE FNAMAR I -D T STATE (IN VIRGINIA MARYLAND AND ED LAEWAREr01E1) cwv ,aD (MD 1 .ar IRA , 7) (DE ,nsl ,�A,�DDa�,DD,I,MD , �D,E,nn„DE ,—M—s) APPROVED FOR CONSTRUCTION PROJECT ND.: Vt22001 DRAWN BY: JLP/CBC CHECKED BY DRH DATE: 02/20/15 SCALE: CAD I.D.: L57 PROJECT, MINOR 1� I OR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE lid LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 2DI86 Phone: (540)349-4500 Fax (540)349-0321 www. B.hieringineering.com V. DANIEL R. HINE Lic. No. 04317 f4�: 9/20/16 `t1.. � NAVL. SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER'. 13E LANDS: APE SCHEDULE - WEGMANS SITE - FOR INFORMATION ONLY KEY QTY LARGE SHADE TREE(S) ARAF 17 GD 2 QPH 16 QPP 12 TCG 17 ZSVG 57 397 121 MEDIUM SHADE TREE(S) SJR 14 SMALL SHADE TREE(S) PSK 2 ORNAMENTAL TREE(S) AAD 7 CC 10 CKM 24 MV 5 4,440 46 EVERGREEN TREE(S) 10 29 PIAB 35 PS 59 B+B 123 EVERGREEN SHRUB(S) CPFA 28 EKM 28 ICHG 50 ICS 108 IG 51 JHY 46 PXOL 14 VR 55 TREES REQUIRED UNDER SECTION 32.7.9.6, 380 BOTANICAL NAME COMMON NAME SIZE REMARKS AREA OF CANOPY TOTAL AREA OF CERCIS CANADENSIS EASTERN REDBUD 1-1 1/4" CAL. B+B (SUBTOTAL) CANOPY ACER RUBRUM'AUTUMN FLAME' AUTUMN FLAME RED MAPLE 2 112- 3" CAL, B+B 397 6,749 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 2112- 3" CAL. B+B 570 1,140 QUERCUS PHELLOS WILLOW OAK 2 112- 3" CAL. B+B 370 5,920 QUERCUS PALUSTRIS PIN OAK 2 1/2- 3" CAL. B+B 370 4,440 TILIA CORDATA'GREENSPIRE' GREENSPIRE LINDEN 2 112- 3" CAL B+B 2.49 4,233 ZELKOVA SERRATA'VILLAGE GREEN' VILLAGE GREEN ZELKOVA 2 112- 3" CAL. B+B 452 25,764 FIVE (5) FEET IN HEIGHT AT MATURITY OF � TEN (10) YEARS AFTER PLANTING. w SELECTION OF SPECIES FOR PLANTING 48,246 STYPHNOLOBIUM JAPONICA'REGENT' REGENT JAPANESE PAGODATREE 1-1 1/4" CAL, B+B 394 5,516 PRUNUS SERRULATA'KWANZAN' f.._.: 1-1 1/4" CAL. B+B 87 174 AMELANCHIER DOWNY SERVICEBERRY 1-1 1/4" CAL, B+B 130 910 CERCIS CANADENSIS EASTERN REDBUD 1-1 1/4" CAL. B+B 124 1,240 CORNUS KOUSA MULTI STEM KOUSA DOGWOOD 6-7' HGT. B+B 128 3,072 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-T HGT, 6+6 113 565 ILEX OPACA PICEA ABIES PINUS STROBUS AMERICAN HOLLY NORWAY SPRUCE EASTERN WHITE PINE 4-5' HGT. 4-5' HGT. 4-5' HGT. CHAMAECYPARIS PISIFERA'FILIFERA AUREA NANA' DWARF GOLD THREAD CYPRESS `15-18" SPRD, #3 CAN EUONYMUS KIAUTSCHOVICUS'MANHATTAN' MANHATTAN SPREADING EUONYMUS 15=18" #3 CAN ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18" #3 CAN ILEX CRENATA'STEEDS' STEEDS JAPANESE HOLLY 15-1181, #3 CAN ILEX GLABRA INKBERRY HOLLY 24-30" #5 CAN JUNIPERUS HORIZONTALIS'YOUNGSTOWN' ANDORRA JUNIPER 18-24" SPRD #3 CAN PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 15-18" 4#3 CAN VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 24-30" #5 CAN DECIDUOUS SHRUB(S) 32.7.9.7 (B) DATE INTERIOR LANDSCAPING: EXCLUSIVE OF RK 117 ROSA'KNOCKOUT' KNOCKOUT ROSE 15-18" #3 CAN VCA 90 VIBURNUM CARLESII KOREANSPICE VIBURNUM 15.18" #3 CAN 207 SHALL BE LANDSCAPED WITH TREES OR 11/20/15 SHRUBS. THIS SHALL INCLUDE ONE (1) PERENNIAL(S) LARGE OR MEDIUM SHADE TREE PER TEN 1/29/16 (10) PARKING SPACES OR PORTION CVM 60 COREOPSIS VERTICILLATA'MOONBEAM' MOONBEAM COREOPSIS - #1 CAN HSD 320 HEMEROCALLIS 'STELLA D'ORO' STELLA D'ORO DAYLILY - #1 CAN LM 671 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF - #1 CAN RFG 70 RUDBECKIA FULGIDA GOLDSTURM' GOLDSTURM/BLACK-EYED SUSAN - #1 CAN 1,121 10 MINIMUM TREE CANOPY SHALL BE COMMENT REVISIONS AMENDMENT IV ORNAMENTAL GRASS(ES) =� SECTION. "TREE CANOPY" OR "TREE PAH 173 PENNISETUM ALOPECUROIDES'HAMELN" DWARF FOUNTAIN GRASS - #1 CAN County of mbeiruirle. Conservation Now iMmidist—To be placed 0 Wniisil pe No 1,, (Handhook,pp IU�278440497forjcornplet NP10 111tatiolus") l> Tlag, fa11>at' igg it 811,311 be Shown oil 5 `irks to be meed; f,itsaits of cleaar rg ou(side drip]inc of trm to b saved'); LsJctat'r_�n rand i•u asl' fw€laTl�ctz�'w; t%slirs; ��*aacl� w:ittssl�;� T�ttassa iITB tT�� 1w°�11s �sr w�utl;~ lsMP6';ed trenching wfftlanclitafr, £:aa;yorld tho linifts offer Ing, 2.hirldnz-5r All trtmes to tae savetl shall ba marked witli print Or FiRX)n ata height dearl Vl$l be to,equigrlaem opet ages. N inn shall bgplin t€sail the mT e sTaarl Ing lap hcc a lrls fa ct d aitaf t1'£arT Ian° a L:oupty fres ector,. I'nat�tr Tr uemer at on 'and protection st gwur s sh III be,revievmd -with die CUaDtractor Qn Mtd Heavy e aaapolent, Vehicular rT;aff r, and Storage stlatedol 16Qkfzling`:8g11 mhtsll not k- rem ill -al 1Yitlt h the driplitses of 0 03 to be save(L 5, Bull Eroshm and SLarnjwat r t?pttaition f tetitet:: Such ade,viccs Shall nol Adversely aflaet tr s €o be saved; b. F Ires Fire$ arc not perraaitted wilhin 100 f'crsl of th d6pline Of tT as to Ise s yed 7, "laic ala �i�l;� "Iomol materials shall not bu Stawil w4lda 100 feet df thl dripfine of°ty s to be. avedr t'arrt��t�'saxscin�s "fries tca lsc zctJiwaed tw itl.i 140 ;ect a>i a s° r1i€siiatf? rsr radlst stl It*)S-€x1181 I'e tTciB sl1$,ll l its place nTl slat I e iTagila tali end a atlrx,ara !ty to C Burst" ftastaac t 9< l"x' Wells: 14 islhea ft - ground love!, must he r riS�d wit in the dr pline of to tees to be zwv> d ,a t ce N It shall bee provided an a -construction detail stibmitted for approval. Ia. Tare int alfs. i�sls�tt: the xarattal lrt,�t:l; rtsasst lac. Www°eTt,a� t=ttaasl tl"Ic drrlailrae a trey an Fra. s��e�i, ra ta�s� ��;all :�ha01 l7 pr�+�iclgJ; tartzl aa, �s:�nsta�r;,°t#aati ef�l€al,l` submitted for uprpruvazl; 11. 'prsas lsia_�cra€i'paztr€t#trrt: wherLtrenching is required within, the limits Of clearing, it shall be done as f a,,v#y trc)zas th" fr"O Tunt,10mg,i: Uud-r za lame tree slsail be consitfered as rasa aliernat ,^ when it is nntjof ttD�ted ftit n,� � s dry ts�rt�lwiTl �a°I ll sl�sl~csy tw:iMet rOol s. 12, jeauuji k's`t? ctily fen inn 5h all SSP the but Items rc-TS owd during 1110 final € eacssalaq I ,' aO` kk tT 15 T11 DEV .1,0P :IC'S RLSPONSMILIT)(TO CONFIERNVITtl T f- ON'fRrwsCF it ON TREE CGINSERVAT10N 511106 page l pf It GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIG 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 ENGINEEROF 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 F LN r 4,763 56 1,624 41 1,435 118 6;962 10,021 TOTAL PROPOSED CANOPY: 68,720 COMPLIANCE CEART COUNTY ZONING OR] .:PARCEL ONLY - FOR NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL ALLOWED TO REACH, AND BE MAINTAINED AT, MATL HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SH AND TREES SHALL BE PRUNED MINIMALLY AND ONL' SUPPORT THE OVERALL HEALTH OF THE. PLANT. 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 IN ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL. 32.7.9.7 (B) DATE INTERIOR LANDSCAPING: EXCLUSIVE OF J U- THE REQUIREMENTS OF SECTION 8/27115 32.7.9.7(A) AND (C), AN AREA EQUAL TO DRH FIVE (5) PERCENT OF THE PAVED PARKING a. AND VEHICULAR CIRCULATION AREA DRH SHALL BE LANDSCAPED WITH TREES OR 11/20/15 SHRUBS. THIS SHALL INCLUDE ONE (1) < 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 02 .00d 2izOz'zgW i BUILDING SHALL NOT BE COUNTED AS AMENDMENT 111 FOR APPROVAL INTERIOR LANDSCAPING. 9 32.7.9.9 (A) AMENDMENT IV THE FOREGOING NOTWITHSTANDING, A 10 MINIMUM TREE CANOPY SHALL BE COMMENT REVISIONS AMENDMENT IV 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. w 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(6). EXISTING TREES TO BE PRESERVED IN ACCORDANCE WITH f� 7 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. 32.7.9.9(B) O s TEN (10) PERCENT TREE CANOPY FOR A aa� o 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, MATL HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SH AND TREES SHALL BE PRUNED MINIMALLY AND ONL' SUPPORT THE OVERALL HEALTH OF THE. PLANT. 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 IN ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL. THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-0848) (PA 1-800.242-1778) {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: 1 "=40' CAD I.D.: LS7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5�_,'1 11 S EENT TA L 1(_) O � EI' L P"HASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA t 28 BLACKWELL PARI{ LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com TH U DANIEL R. HINES 7 !p LiC. No. 043176 �. 9/20/16 �'w { obs SHEET oNA1.' t� SHEET TITLE: W LAND TLS SHEET NUMBER 14A REV DATE COMMENT J U- a 8/27115 FOR APPROVAL DRH 3 a. MINOR SITE PLAN AMENDMENT( DRH 4 11/20/15 LETTER OF REVISION < 5 1/29/16 AMENDMENT II DRH 6 2/12/16 air DRH z 5/25/16 AMENDMENT III 02 .00d 2izOz'zgW i 6/30/16 AMENDMENT 111 FOR APPROVAL DRH 9 aQh402 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV mF-cn�: =� Q � u - CL � W � w s ar+.>.st � j w v_ u- Q� iTi f� 7 a < O s aa� o op>zY_z g` a5 Towz z :D_1zszp Lu i� cnd0'vc) ♦s++♦ o � Fy � aq W z U� CC9 W cn P � U oE 0 7 cc 4 4i r z aLL L4 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 1-800-245-0848) (PA 1-800.242-1778) {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: 1 "=40' CAD I.D.: LS7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5�_,'1 11 S EENT TA L 1(_) O � EI' L P"HASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA t 28 BLACKWELL PARI{ LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com TH U DANIEL R. HINES 7 !p LiC. No. 043176 �. 9/20/16 �'w { obs SHEET oNA1.' t� SHEET TITLE: W LAND TLS SHEET NUMBER 14A REV DATE COMMENT BY 2 8/27115 FOR APPROVAL DRH 3 10/1115 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 8 6/30/16 AMENDMENT 111 FOR APPROVAL DRH 9 815!16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-0848) (PA 1-800.242-1778) {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: 1 "=40' CAD I.D.: LS7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5�_,'1 11 S EENT TA L 1(_) O � EI' L P"HASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA t 28 BLACKWELL PARI{ LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com TH U DANIEL R. HINES 7 !p LiC. No. 043176 �. 9/20/16 �'w { obs SHEET oNA1.' t� SHEET TITLE: W LAND TLS SHEET NUMBER 14A IN LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED u� n uj 32 — ONLY TREES WITH ONE MAIN LEADER AFTER 2 GROWING SEASONS < 1. SCOPE OF WORK: 9. PLANTING >q SHALL BE PURCHASED. DO NOT PRUNE < -af < .5 THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A, INSOFAR THAT ITIS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT 0 > z ul r - TREE AT PLANTING UNLESS DIRECTED PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNtNSTALLED PLANT MATERIAL. TO BY PROJECT LANDSCAPE 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 ARCHITECT Zo K uz,:� u,, 0 -X1 E P� -'s 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- 3: LU of ct� . TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR 0 0 1.- < 0 1 FOLD BURLAP AWAY FROM TOP OF m �- U) 3: u- a- 2. MATERIALS WRAPTRUNK ROOT BALL REINFORCED RUBBER HOSE (1/2--, ONLY TREES WITH ONE MAIN LEADER SHALL BE Lu 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 0 DEPARTMENTOF TRANS PORTATI ON'S SPECIFICATIONS, UNLESS DIRECTED TO BY PROJECT LANDSCAPE E: WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL. PRACTICE. U- < PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION, PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTED- 0 2 PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN q ARCHITECT d- B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE 2' DIA. HARDWOOD STAKES 2/3 TREE HT. 2: Z POORLY DRAINING SOILS. SET ROOT BALL FLUSH TO GRADE OR BETWEEN 4.5-7,0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (I"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING OR TWICE THE WIDTH 2 PER TREE 0 0 a - j MATTER AND CLAY CLODS. OF THE ROOT BALL; SEVERAL INCHES HIGHER IN POORLY 0,-: < 62 UTILIZING CLEAN, SHARPTOOLS, ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. EXISTING GRADE 0 Z �e z > WHICHEVER IS 4" BUILT-UP EARTH SAUCER DRAINING SOILS, m -Z z �- C) 0 3� GREATER _T Z LL Lu 0. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (13") THICK LAYER OF TOPSOIL, OR D� ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS 3" THICK LAYER OF DARK PREPARED SOIL FOR TREES I-_ < _j -- -:c Z , AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURINGPLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED BROWN DOUBLE SHREDDED I PART PEAT MOSS --3'THICK LAYER OF DARK BROWN 0-, 1: w (0 HARDWOOD MULCH I PART COWMAN URE DOUBLE SHREDDED HARDWOOD PERMANENT STABILIZATION METHODS IN01CATED WITHIN THE SOIL EROSION AND SEDIMENTCONTROL NOTES, DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES I PART PEAT MOSS I BEFORE PLANT[ NG ADD 3 TO 4" 3 PARTS TOPSOIL MULCH 12 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 �k SA OF WELL -COMPOSTED LEAVES UNDISTURBED SUBGRADE 4' BUILT-UP EARTH SAUCER cf) 1.3, SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. PARTS TO PSO I L % OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENT SDtRECTED. OR RECYCLED YARD WASTE TO - - - - BEFORE PLANTING ADD 3 TO 4' OF WELL -COMPOSTED 44 < U,� o S SHOWN ON THE LEAVES OR RECYCLED YARD WASTE TO BED AND TILL cn 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 LAND CAPE AS BED AND TILL INTO TOP 6" OF z 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. PREPARED SOIL. INTO TOP 6' OF PREPARED SOIL. I 17� 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 w 4� U UNDISTURBE 4-6" DEEPER THAN ROOT BALL �4 wo FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE —REMOVE THE TOP 1/3 OF THE WIRE BASKET IF U F_ E: E, FERTILIZER FOLLOWING PLANTING SEASONS: SUBGRADE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF % PRESENT. ANY AND ALL TWINE SHALL BE REMOVED tt FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 lj� 11- PRESENT, ANY AND ALL TWINE SHALL BE REMOVED 12'1 V4 6 DIG WIDE, SHALLOW HOLE FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL 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 I FROM THE TREE BEFORE BACKFILLING. BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. WITH TAMPED SIDES BE FOLDED BACK INTO PLANTING HOLE ff OF ROOT BALL 12 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 0 0 r 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 SET ROOT BALL ON FIRM IN BOTTOM OF HOLE A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS. PAD IN BOTTOM OF HOLE F. PLANT MATERIAL H, FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE, WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT, 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS 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 EIVERGREEN TREE-" PLANTING11r)"ETAIL TREE PLANTIM'_'"",N SLOPE E DETAIL. ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA NOT TO SCALE NOT TO SCALE REVISIONS PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES E'IN'" SPECIFIC A'TI(__),NS 1A. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER lw�, KOELREUTERIA QUERCUS VARIETIES ONLY TREES WITH ONE MAIN LEADER SEED "u, WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED,PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA SHALL BE PURCHASED. DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES 00 TREE AT PLANTING UNLESS DIRECTED 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF 01), TO BY PROJECT LANDSCAPE ARCHITECT 1, MATERIAL: GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF 1, PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE - DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK 1. 1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: FOLD BURLAP AWAY FROM THE SPECIFIED COMPOSITION: INCHES (13") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. # 1 PART PEAT MOSS Alk, - TOP OF ROOT BALL 1, 1. 1. 80% - TURFTYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (13") ABOVE THE GROUND EXCEEDS FOUR INCHES (4�') IN CALIPER, THE # 1 PART COMPOSTED COW MANURE BY VOLUME PREPARE WIDTH OF 1,12 10% - KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE, * 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR—\ 1. T SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE * 21 G RAMS'AG RIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: TWICE THE WIDTH OF SET ROOT SALL FLUSH TO GRADE tt3. 10% - ANNUAL RYE GRASS SEED OR SEVERAL INCHES HIGHER IN 1.2, INSTALLATION RATES: LONGESTBRANCH. A) 2 TABLETS PER I GALLON PLANT THE ROOT BALL - 1 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 WHICHEVER IS GREATER POORLY DRAINING SOILS. 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER %" CALIPER OF TRUNK PREPARED SOIL FOR TREES—\ 3" THICK LAYER OF DARK BROWN DOUBLE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE I PART PEAT MOSS 123, FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND I PART COW MANURE SHREDDED HARDWOOD MULCH RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY, 3 PARTS TOPSOIL 124, LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF Z5 B WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE DEBRIS K All PIANITqql PrP]ANITPnQr)TWATTWPTr)Dr)P7TWIZPnnTQAII TWr-Dr)[NITATIAIW�(-WTWVQnnTr:IADr: BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS REV DATE COMMENT BY 2 8127115 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25116 AMENDMENT III DRH 8 6130/16 AMENDMENTIll FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM T . HE SITE. I OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP UNDISTURBED--� RECYCLED YARD WASTE TO BED INITIAL ESTABLISHMENT, OF THE ROOT BALL, E 125. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A 4. SITE PREPARATIONS SUBGRAD 71- AND TILL INTO TOP 6" OF 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 PREPARED SOIL. RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF TFROM GRADE. COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE 1 4-6" DEEPER THAN ROOT BALL THROUGH THE STRAW LAYER, B� ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES, THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A/4" LAYER OF HUMUS RAKED INTO THE TOP T, OF PREPARED SOIL DIG WIDE, SHALLOW HOLE - 1—M—M I � �= REMOVE THE TOP 1/3 OF THE WIRE BASKET IF WITH TAMPED SIDES 2. EXECUTION AND PREPARATION: 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 p PRESENT. ANY AND ALL TWINE SHALL BE 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 --,,,_.BACKFILLING, BURLAP SHALL BE FOLDED BACK 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS THE FOLLOWING STATES 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 TAMP SOIL SOLIDLY INTO PLANTING HOLE AND PH OF THE SOIL, ALL 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, AROUND BASE OF AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF DISTURB THE EARTH's SURFACE ANYWHERE IN THE STATE, ROOT BALL SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) TO PREVENT SHOCK OR DECLINE. (WV 1-800-245-4348) (PA 1-50C�242-1776) 0, 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 1-800-552-7001) (MD 1-900-257-7777) (DE 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 .40 TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS 11-,k T T ", T _` TO SOIL ANALYSIS. PRIOR 1-0 THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE US! TREE PLANTING"I'lD 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE APPROVED FOR WATERING SPECIFICATIONS AS LISTED HEREIN. DECI "ETAIL PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE S. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL CONSTRUCTION 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 j 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, TtLLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PROJECT No.: V1 22 00 '1 CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER, LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE DRAWN BY: JLP/CBC STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND, DEBRIS ARE PRESENT ON THE INSTALLATION AREAS, CHECKED BY: DRH B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED H IGH-DENSfTY'VIS [-FENCE', OR 2,3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DATE: 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 (6) ON CENTER OR As INDICATED PLANT SHALL BE 2A, AREAS TOBE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD I.D.: Sl WITHIN THE TREE PROTECTION DETAIL, D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME FOR CONTAINER -GROWN ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED, -THIS PROCESS HELPS SHRUBS, USE FINGER OR ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF PROJECT: GRADE AS IT BORE IN Tll SMALL HAND TOOLS TO PULL 0. 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 COMPACTION. AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. THE ROOTS OUT OF THE OUTER X1 IN "C"R ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F� IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (15") DBH SHALL BE REPLACED IN KIND. TREES PLANTING MIX: LAYER OF POTTING SOIL; THEN 3, INSTALLATION: MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (13") DISH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE CUT OR PULL APART ANY S- ITE PLAN MIUNICIPALITY'S TREE REPLACEMENT GUIDELINES. I PART PEAT MOSS ROOTS THAT CIRCLE THE 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 1 PART COW MANURE PERIMETER OF THE CONTAINER AND RECOMMENDATIONS. AT 1ENDMENT IV STANDING IN THE TREE PROTECTION ZONE, 111.WATERING 3 PARTS TOPSOIL PLANTING 3" THICK LAYER OF DARK 32 EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO FOR A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. MIXTURE WILL CHANGE WITH BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. 15� SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS SHREDDED HARDWOOD HYDROSEEDING MAY ALSO BE PERFORMED WITH THE A, CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED, WATERING SHALL "T STREET SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY, CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED, 8-12' MULCH ENGINEER/ARCHITECTS APPROVAL. 'T 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING FINISHED GRADE 1_11 'C"N OVERALL 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" DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED, STI TIO THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED OF WELL -COMPOSTED LEAVES PLACE SHRUB ON 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO TL I BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES, AND RECYCLED YARDWASTE Go FIRM SOIL IN AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND ASE 11 1-0 BED AND TILL INTO TOP 6" 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 APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A LOCATION OF SITE COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOILANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTO RATE OF BOLBS PER ACRE. IRS RESPONSIBILITY OF REMOVE THE TOP 1/3 OF THE 3,5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE NORTH OF 1-64 BETWEEN PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET IF PRESENT. ANY 24"MINIMU --UNDISTURBED RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO 5TH STREET AND tt TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WA:TER AND NUTRIENTS, THOROUGHLY TILL ORGANIC AND ALL TWINE SHALL BE SUBGRADE MATTER 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 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 250LBS PER ACRE (5.8LBS11 000 SQUARE FEET), AVON STREET EXTENDED 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 SCOTTSVILLE 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 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 AND REINFORCE VEGETATION THROUGH ESTABLISHMENT, (FOLLOW REC USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE, REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT PRODUCT MANUFACTURER RECOMMENDATIONS.) SU83URFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE, 1.3� MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. T Tf_-11 4. MAINTENANCE JjI I US ANEN EIVERIGREEN CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON, ANY ECI 11_�7 U 11kj 11 X BOHLER DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION, 4,1, FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS E N G I N E E R I N G 7, FINISHED GRADING S—I'TFILRUB PLANTING3 DETAIL IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE SEEDING, AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER 28 BLACKWELL PARK LANE, SUITE 201 SITE, PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES, WARRENTON, VIRGINIA 20186 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN CONDITION AND FREE OF INSECTS AND DISEASE. .--PLANT MATERIAL SPACED AS SPECIFIED. 4,2, REPAIR ALL SEED WASHINGS AND EROSION, Phone: (540) 349-4500 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 (11"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED _X SPACING. www.BohlerEngineering.com 00 ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS, 3" THICK LAYER OF r C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT DARK BROWN DOUBLE CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13, CLEANUP SHREDDED HARDWOOD Lp.LTH BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE MULCH CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED D, ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. FINISHED GRADE AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS, B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER DANIEL R. HINES 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL -EXISTING SUBSOIL A. CONTRACTOR SHALL PROVIDE A SIX INCH Il THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE Lic. No. 043176 LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED 4r 1, SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS, J ul�� 11M I _1 Ph 9/20/16 B. ON-SITE TOPSOIL MAYBE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING NAL C� CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE 01 TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS, THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED SHEET TITLE: THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE, sll� FA'SCAPE D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (13"), ALL DEBRIS EXPOSED D= PROPOSED ON CENTER LAN1,111 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 _11-31JETAILS IT DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE 1. 1. 20 POUNDS'GROW POWER'OR APPROVED EQUAL FOR FOR REQUIRED SPACING 1,2, 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP D D E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. D SHEET NUMBER: F_ GENERAL NOTE: ------ TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT 14B IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGSAND SPECIFICATIONS ASSOCIATED WITH. THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULDTHE CONTRACTOR FINDA CONFLICTWITH THE DOCUMENTS RELATIVE TO 'ROUNT"" CO -VER PLANTIN", 'ETAIL THE SPECIFICATIONS OR APPLICABLE CODES, I IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF RECORD IN WRITING PRIORTO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TONOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE PERENNIAL/U' ij, ACCEPTANCE OF FULL RESPONSIBILIFYBY THE CONTRACTOR TO COMl�E,01` =K AS DEFINED BY THE DRAWINGS AND IN CONFORMANCE WITH NOT TO SCALE I A // SHOPS BLDG. 140 9,366 SF BFE=415.00 BLDG 1300 7,406 SF FFE=416.50 SHOPS SPRINKLERED BLDG. 850 OD 10,127 SF _ FFE=416.50 MINI SPRINKLERED BLDG. 800 8,493 SF FFE=4.16.50 M ANF PRINKLERED BLDG. 700 9,737 SF FFE=418.50 0 ,. FE2Z aQ SHOPS RINKLERELDG. 22007,068 SFFE=420.50 311 I MAJOR TENANT F BLDGA 500 782 SEATS 33,765 SF FFE=415.00 I SPRINKLEREb BLDG, 12001 7,551 SF 1 SHOPS - BLDG HOPSBLDG. 1600 11,214 SF PROP REST. \ DG. 180 388 SF E=414.65 MINI BLDG. 1900 ; 9,949 SF MAJOR TENANT D SPRINKLERED BLDG. 2000 14,104 SF FFE=418.50 9 VVAY A MAJOR TENANT D AAJOR TENANT E: SPRINKLERED SPRINKLERED i MAJOR TENANT B MAJOR TENANT C BLDG: 400 BLDG, 500 SPRINKLERED SPRINKLERED 34,300 SF 18,020 SF ff BLDG. 200 BLDG. 300 FFE=424.08 FFE=422.00 1 50,512 SF FFESF 74Y6.67 FFE=426.67 49 1 I 311 SIGN TYPE"A" SIGNTYPE"C" SIGN TYPED" NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE IPNE FIRE LANE FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROWAT BOTTOM POINTING TO ARROW. TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTEDPERPENDICULAR PARALLEL TO THE LINE OF PARALLEL TO THE LINE OF TO THE LINE OF CURSING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, 12"x18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 318" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: "NO PARKING OR STANDING FIRE LANE", 4. LETTERING SIZE TO BE AS FOLLOWS. A. NO PARKING AND STANDING -2". B.OR 1". G. FIRE LANE -z vr. D, ARROWS 1"x6" SOLID SHAFT WITH SOLID HEAD 1 112" WIDE AND T DEEP. 5. SIGNS ARE TO BE MOUNTED 6FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL, 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE NOTTOSCALE CURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING) MIN. 0 PARKING FIRE LANE N. 12" MIN. ELLOW STRIPING (SEE NOTE #3 BELOW FOR TYPICAL WIDTH) NOTES: 1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS, 2. LETTERING SIZE SHALL BE 12" IN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAINTED CURB AND STRIPING. 3. STRIPING SHALL BE AS FOLLOWS: • 4" WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED TFROM THE EDGE OF THE CURB ALONG WITH THE CURB FACE AND TOP PAINTED. • 6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED T FROM EDGE OF PAVEMENT AND ALONG THE EDGE OF PAVEMENT. 4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING. ]FIRE LANE LAYOUT AND MARKINGS NOT TO SCALE >oRd oa �p z w Osow H �==z= o- W w 3.H . s H o Z om oH0 • la FWD' w N. �=o Z�DoN 2 H 2 F WFW �e a � ' F+ W Y z u w a IF REVISIONS REV DATE COMMENT BY 2 827115 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN DRH AMENDMENTI 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12116 LETTER OF REVISION DRH 7 5/25116 AMENDMENT III DRH 8 6130/16 AMENDMENTIII DRH FOR APPROVAL 9 8/5/16 AMENDMENT IV DRH 10 9120118 COMMENTREVISIONS DRH AMENDMENT IV THE PO, WANG STATES R—RE NOTIFICATION BY EXOAVAT ,DESIGNERS,ORANT A. -TO STU B THE EARTH'S SURFACE IIN LN NROINiA MARYO,-n aEL wnRE inn TA NA "W-01) (MD (DE 1aPo/fma555I APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02120/15 SCALE: 1"=80' CAD I.D. FP7 PROJECT: MINOR SITEgPLPIN AMENDMENT IM FOR 5TH STREET STATION OVERALL ]PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA do BOHLER EN GINEE RIN G :8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 DANIEL R. HINES Lic. No. 043176 n 9/20/16 1L' IR]E]LAN E PLAN SHEET NUMBER: 17 // V.�Im—Z WORMSCOPEPRIORil011x[ NITIAiIONI 1MESPECIFlCATONTMptSAPPi� EC ACCEPTANCE OF FULL RFSPoNp&LIIY I �l +!rrtf a ZI 1 I, _ - 1 ' rl - — I , + 1 `( '\ , " ,1 , ( _ � / e -- '\._ l - � `+_' --- `FP ;�`_ - -- _ -_– /: ,'�',' � 4. \+�+`�\`�\��\ •\ `- `� ` � y+.1`,"`I,,,, , `i 1 `�I I�4j'1pq 1 I, Q O�-4. -_ 1'-���`-- --\;-_`���-moi'_--_- -_ - '�, \\•al�`"�;;��" `,\ ',I+t ,,1 C 11', , } jzi _ / „e 2 ,y _ lei 1 T + + + / b , f.'• / � %�� Vii, a. 4 y Ji, ff , 1 I 1 11`' I ^�,�•ov. � � � \b � - ra° - __ �� - � � �� � c IG P Ax � � /� _ S�. x v� }0 .� � �'t r°•'+ __ i^ � -�, � / G' �: :,'04'j,: y� i - '''a':f • Tom: ' pv - /,;/ ,ill, e. 0 Y e , --- \� \�`: R, 11 I., rrl `i `, 1.,..16 °�\++., ,`. �•``. ,i:'/.'! m i z N 3� °s � WO N F � � . ♦ e -50 -=— zx� , A,`` U'!'Ib F I Il 1 F 9 " dy a I 1 U 1JJ ' Z' - - y . I 2 W✓W Z' W ' �1 x f r y V f �y O 4 II, 1 vN z S o o g I a � U w I / E O—xa STATES REAORE —F—ON EY —.DESIGNERS. OR YPERSONPREPARNGTO DSTU FACEANYWNEREMTRESTATE. (N PIRG Nlq MARYLAND AND DELAWARE 111) WA,aooas"Az T1-1 o11(uAnn)�oE 11 APPROVED FOR CONSTRUCTION PRCJECTND.: V122001 DRAWN BY JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: V=120' CAD I.D.: E57 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL ]PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA B O H L E R E N G I N E E B I N G VIRGINIA UNIFORM CODING SYSTEM VIRGINIA UNIFORM ICODINIG SYSTEM 28 BLACKWELL PARK LANE, SUITE 207 b; FOR EROSION AND SEDIMENT CONTROL PRACTICES FOR EROSION AND SEDIMENT CONTROL PRACTICES WgRRENTON, VIRGINIA 20186 i, Phone: 540 3494500 Fax (540)349-0321 NO. TITLE 3i]EY SYMBOL NO. TITLEKIEV 5Y�'FBOL w,,�.w,gahlerEngineering.com %'' SAF ❑ EpLTH OF 111 D SAFETY FENCE SAF 3.14 TEMPORARY SEDIMENT BASIN SB TEMPORARY STONE CE CE rJ DANIEL R. HINES OUTLET PROTECTION CONSTRUCTION ENTRANCE 3.18 OP ,I' ❑ O ❑ O � �� Lic. No. 043176 �. 1 9/20/16 0 ssF X11 9.05 SILT FENCE (M1'IRESUPPORTED) SSF 320 ROCK CHECKDAMS OVERALL R,T c SHEET TITLEE: NOTES: 05 SILT FENCE TEMPORARYSEEDING TS TS 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE ❑ ❑ EROSION AND BEARINGS AND DISTANCES. SEDIMENT [A I STORM DRAIN INLET PROTECTION IP 3.32 PERMANENTSEENG PS PS COL l' TR��IL 7J7 120 00 30 0 120 P -ZAS1Le+ III i"=120' 3.OB TEMPORARY DIVERSION OKEMULCHING �D �} ❑ O ® SHEET NUMBER. Sas MU MU 3.73 TEMPORARY SEOIMENt TRAP ST � 3.39 DUSTCONTROL / / , /_______ ___ __, - , 315 — ;' '` -__ ;' � •_,��`____' _______' — , , , -___ __ __'-_-,_----------- ---------- ------------------------------- -------- _, + , -------------------------- -----------_ — ' -- -- ------------------------ --------------- , —- RE,S DREE SEWED �Y`E/ - - - — Okla a: _ - I , „ � /_ -a� c 11 \ � `:`-., `•. ':� __ ----------------------- UMITSOF DISTURBANCE ` _- r / 0. _ 7 , , _ F FP _ 7- � - m i 0,0 ,171I \ \ h r • , r< — 1 - ., -- , o.E ` :� PROP.` B.O.W.--------------------------------- __ _ ___ _ _____ __ _ ____ _ :• 1 LLQ lli Pyi _ _ P cav `ID�,s�til \ \ \— — — --- — I , , , + , , , , , , ------------------------ `� �- .. , \ A s \`,,;; ``, \� 1 — \ \\ t / m ` MAJOR TENANT F\. 1�^ BLDG. 1500 \ \ ".,:\.S7fh-AM1Bt/IIFER LkJE , 782 SEATS ,mA11 TIO 33,765 SF^. I I' FFE=415.00 Q M T 414 �AA T � SF AREA:oae ( c � N111-1, Ai \ , \� \ F �\ l DRN \ ` \ \ .A / + `ROP ROW `� DRN � 1 -" � 1 FFE=415.00 I'`✓' Ip o:6s0 , i SF AREA:0.14 SHOPS IF AREA:0.26 \ II IP OP. 11 214 SF ".oIVER51oN 02 RNA DRN 114 `a% -- -- - FFE=414.50 D111 ' T . -\ .,TM \ RR \ 22a50 W 22a00 'a a 21 _-.. -40 co.5s ^o- 2100 --20 0 2 ao ,�. r STM � "SHEET 20D.�. ' -. ` ---- -- — - sTM —' '� `; - � w¢ � a7 _ � IP. I � ,, I-0 ��5 PB 00 / / ' a a1i 42M - , ITM i \ \ \ F o 0 BTM TM o v. ( Vie 50 % 38 ' EASEMENT IP PROF ROW—/1 \N 3897850` :FFE=41 / ,4 - /-3s-38-37 REST. �Es \:�,� DRAI q�y1� > T BLDG. 1800 G @@EM H N S ' 4,388 SF ., \ �� � � dc���'_ , II , 40 20 10 0 4D 1"=40' NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL LEGEND. c SHEET KEY I �>ONn z W o 0 o 18. :.1 W�oow o a� Z o R M ..... N a �zz W w a s z x U b REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN DRH AMENDMENTi 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 6 2112/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENTIII DRH AMENDMENT III 8 6130116 FOR APPROVAL DRH 9 8/5116 AMENDMENTIV DRH COMMENT REVISIONS 10 9120118 AMENDMENTIV DRH THE FOLW WING STATES REOu RE —F—ON BY o ATUND TME EARTHS SU-EM—En INiTHE TATE. (IN =KA MARYLAND, AND DEIAWARE 811) My +aoo z4saeael tRA 1 eao-z4s m6) 1II1 M S5:700111ND 1 eo—Tm11DE laaosaz.eseo APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: ES7 'PROJECT MINOR SITE ELAN AMENDMENT IV FOR 5TH[ STREET STATION OVERALL ERASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax (540) 349-0321 DANIEL R. HINES Lic. No. 043176 n- 9/20/16 SHEET TITLE: -- - ----- ]EROSION AND SEDIMENT CONTROL PH[AS]E Ill SHEET NUMBER: 2®C ARM 0.10 C:0.85 STM - S29AREA 039f MAJOR TENANT co95 �K �f SPRINKLERED BLDG. 2000 14,104 SF 2 AREBob5 FFE=418.50 STM T IF sli l B 135 � PS I -Y8 ` , PS � i STM STA EI �\ SF AREA:0.f0 r }{ C O.Bfi r 13 S OPS Ps -re --- ---- ---- — ---� ` PRI KLERED BL G. 900 12TI i728E .� FFE 420.50. sF SH SF NAREaoas LDG. 1000 — * S J r 1g coos_. 7,786 SF a / �I .4 2.50 ---- -- "' SF AREA'.0.18 g ' l � k✓n 13 C0.&F Iwo 1 ARE�,aM Ti, I w v PRu taw SAN ----" —_- S 3 D- I I O P., / I I \ 7® ARMS. F SAN 'IM - MATCHLIl� E e ~SHEET _-. ARE0.85 T - 2 co. SLOPS BLDG 1100 Z 8, 120 SF T AREA:0.19 DRAINAG..1800 =424 50 00 c:oe5 o ♦ o �a� � °p AREA:0.58 5.. 2 C 0.85 0 F-� r-, s 9 W �§ Cdy' U •nS FFE 414.65 0 14 � °14' °a a 'z �g G W REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 3 10/1115 AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25116 AMENDMENT III DRH '1 FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENNDMENTREVISIT IVONS AME DRH E EOLLGIMNG STATES REQUIRE NOTIFICATION BY E—AATORS, DESIGNERS ORANY PERSON PREPARING TO OiSTURE THE EARTHS SU—PARYWHERE N THE STATE. (N SIRGINA MARYI O,ANn�o- ZARI III) ,vA 1E00552100111MO61 )(OE IHESE 4d55b� APPROVED FOR CONSTRUCTION PROJECTNo.: V122001 DRAWN BY: JLP/CBC C HECKED BY DRH DATE: 02120/15 SCALE: 111�0' CAD I.D.: ES7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL ]PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN IiEnc Il �`i��Em���1�� AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 9 949 SF 1 Ih i STM - S29AREA 039f MAJOR TENANT co95 �K �f SPRINKLERED BLDG. 2000 14,104 SF 2 AREBob5 FFE=418.50 STM T IF sli l B 135 � PS I -Y8 ` , PS � i STM STA EI �\ SF AREA:0.f0 r }{ C O.Bfi r 13 S OPS Ps -re --- ---- ---- — ---� ` PRI KLERED BL G. 900 12TI i728E .� FFE 420.50. sF SH SF NAREaoas LDG. 1000 — * S J r 1g coos_. 7,786 SF a / �I .4 2.50 ---- -- "' SF AREA'.0.18 g ' l � k✓n 13 C0.&F Iwo 1 ARE�,aM Ti, I w v PRu taw SAN ----" —_- S 3 D- I I O P., / I I \ 7® ARMS. F SAN 'IM - MATCHLIl� E e ~SHEET _-. ARE0.85 T - 2 co. SLOPS BLDG 1100 Z 8, 120 SF T AREA:0.19 FF =424 50 00 c:oe5 o ♦ o �a� � °p AREA:0.58 5.. 2 C 0.85 0 F-� r-, s BTfil ARM 0,16 3:0.85 ARPA:oae C:0.85 \/ I -------------- *51 \ \ . \A- ----- \N J891850 \ •\��� \`•`�' ``\\•` �______ �., \ \ \' G \ �J k \ . , , F t \ PP \I --' _-" T AREA. M __ {' TM \ +\i \\ \ `, \`,```•,'`, �`, `' \ V` Up Iso STMY Tf, t \ 414 �I 9-1.12 PS C 1 \ , , , / 11 1 m • d \ N 3891,70 — S �\ \�\` OP. R.OW. \ ` AREA 0IF .70 \\ ` :\````•` �\ .jp 3:0.85 \IX PS \ \♦ \� \ 8.-- - - \\ IP IP ROP. °-9 '\\\�� `\�•` \'� `'\.\ . -- .� \ .`... 40 20 10 0 40 V=40' NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL LEGEND. SHEET KEY I BOHLER E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 F.S, (540)349-0321 DANIEL R. HINES Lic. No. 043176 9/20/16 ;k Cli o—ml E ---- SHEET TITLE : EROSION p ND SEDIMENT CONTROL PHASE III SHEET NUMBER'. `"? 20 V ¢�rcd Z w==gig W~ oz m3HE 3® aw F o ♦ o �a� � °p V F-� r-, c� a � W W �§ Cdy' U •nS 0 14 � °14' °a a 'z �g G W REVISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH MINOR SITE PLAN 3 10/1115 AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENTII DRH 6 2/12/16 LETTER OF REVISION DRH 7 5/25116 AMENDMENT III DRH AMENDMENT III 8 6/30116 FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENNDMENTREVISIT IVONS AME DRH E EOLLGIMNG STATES REQUIRE NOTIFICATION BY E—AATORS, DESIGNERS ORANY PERSON PREPARING TO OiSTURE THE EARTHS SU—PARYWHERE N THE STATE. (N SIRGINA MARYI O,ANn�o- ZARI III) ,vA 1E00552100111MO61 )(OE IHESE 4d55b� APPROVED FOR CONSTRUCTION PROJECTNo.: V122001 DRAWN BY: JLP/CBC C HECKED BY DRH DATE: 02120/15 SCALE: 111�0' CAD I.D.: ES7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL ]PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 F.S, (540)349-0321 DANIEL R. HINES Lic. No. 043176 9/20/16 ;k Cli o—ml E ---- SHEET TITLE : EROSION p ND SEDIMENT CONTROL PHASE III SHEET NUMBER'. `"? 20 CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE A/ A AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. EX, WATER OR -- STORM PIPE + EXWATER C R STORM PIPE 101-01, CLASS "C" CONCRETE ENCASEMEf, SANITARY PIPE ONE L 20'-Q" MIN A CONCRETE ENCASEMENT DETAIL NOT TO SCALE NEENAH FOUNDRY COMPANY R -4999 -HX (TYPE D) DRAINAGE !UAL) CG -6 PROP. EP SIDEWALK STEEL PLATE DETAIL OP. )NCRETE )E WALK SCALE: NOT TO SCALE —NEENAH FOUNDRY COMPANY R -4999 -HX (TYPE D) BOLTED TRANVERSE DRAINAGE STRUCTURES (OR EQUAL) ANGLE IRON SET IN 26' I CONCRETE 4 4 4 4 (1, 2) BRONZE GRATE & INTEGRATED DUCTILE IRON FRAME TO MATCH RASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER RECOMMENDATION AVAILABLE (ACCORDING TO (MIN, MANUFACTURING PLANSTFAKEOFF) REQ. SAME AS MIN. SUMP) WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' -15" FOR CORRUGATED HOPE (ADS N-1 2MANCOR DUAL WALL, ADS,+MCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC CW01C9M, CORRUGATED& RIBBED PVC 1 4 SIZE EAVY,ALK STEEL PLATE SECTION SCAL If, NOT TO SCALE (5) ADAPTER ANGLES VARIABLE 0' -36D'ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, CLASS 11, OR CLASS III MATEBEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE MATERIAL AS DEFINED IN ASTM 1021. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 6"-15° GRATES SHALL BE SOLID BRASS BRASS META REV DATE COMMENT 2 - 12 315' FRAMES SHALL BE DUCTILE IRON PER Asim AE36 GRADE 71160-05. 2 JJJ_JJJJ JJJJJJJJJ FOR APPROVAL 8'319' BRONZE GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF LL 2 J_j S ]j -j-]-] MINOR SITE PLAN AMENDMENTI A PVC BODY TOP. SEE DRAWING NO. 7001-110445, 4 j_j_j_j —18" SQUARE CONCRETE ENCASEMENT 3 - DRAIN BASIN TO BE CUSTOM MANUFACTU REID ACCORDING TO PLAN DETAILS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN ST EBC MATERIAL 3130 VERONA AVE RISERS ARE NEEDED FOR BASINS OVER W DUE 70 SHIPPING RESTRICTIONS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT ASPHALT OR surom, GA 30910 8E E DRAWING NO. 7001-1 IC -066 4 - DRAIWE CONNECTION STU B JOINT TIGHTN ESS SHALL CONFORM TO OR FOSISESSION OF THIS PRINT DOES NUT QQNFEK DATE TRANSFER, OR LICENSE THE USE OF TH E DESIGN OR 03-25-10PHIN (770) 9324M FAX (770) 9:12-2490 ASTM 03212 FOR CORRUGATED HDPE (ADS N-iMMiCOR DUAL WALL). TECHNICAL INFORMATION SHOWN HEREIN REVISED NNH PROJECT NOJNAFAE xylu wwwmut-w" N-12 HP, & PVC SEWER. REPRODUCTION OF THIS PRINT OR ANY INFORMATION Z Z z UJ :1 -Nyltlast TMLE 5 ADAPTERS CAN BE MOUNTED ON ANY ANGLE (r TO 3801. TO DETERM ENE MINIMum CONTAINED HEREIN, OR MANUFAMRE OF ANY DATE 03-11-16 DRAIN BASIN WITH BRONZE GRATE QUICK SPEC ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7CCI-I 10-012 ARTICLE HEREFROM, FORTHE DISCLOSURE TO OTHERS ;T. 0 INSTALLATION DETAIL 5 r.15' BRONZE1, §MIDDEN, EXCEPT BYPECIFCWRITTEN W uJ PpklqRqlnm r0rw " (mm &qT DWG ME A SCALE 1;20 SHEET I OF 1 DWG NO. 70Dl-119-3 REV C GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL, qF THE DRAWINGS AND SPECIFECATIONS ASSOCIATED WRFf THIS PRQIECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND ACONFLICT WITH THE DC}CUMENTS REL4TNE TC THE SPECIFICAT1flNS OR APPLICABLE CODES, fT IS THE GgNTRAGT4R'S RESPONSEBILITY TO NOTIF3' THE PROJECT ENG€NEEROP RECORD (N WRITING PRIOR TO THE START qF CONSTRUCTION. FAlCURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHA1 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WOP.K AS DEFINED BY THE DRAWINGS AND !N z C) LL 0 0) :5 0 0 Uj r D 0 a W ly uj Ii - I-- F_ 9 = U) 0 U-1 0 SECTION A -A 12" RESERVED PARKING VAN ACCESSIBLE Ll > REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND- WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS 4000 PSI CONCRETE NOTE - ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES ROLLARD MOUNTED ADA PARKING SIGN DET NOT TO SCALE PAINT INSID BLDG.- EPO, #5 BARS VERTICAL 32" O.C. WF (SE 7" W,W.M. ON 6" AGG. BASE & 12" WIDE FTG. AROUND PERIMETER OF SLAB PROVIDE 1" DIA - 6" PIPE EMBEDDED IN FOR CAMELOT. 18 GA. PAINTED ME' GATE (BOX RIB OR EXPANDED METAL) SEE JAMB DET, PLAN VIEW 18 GA, CLEANED, PRIMED - --rD METAL GATE. ELEVATION CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF r 611 _(Y. —11 STEEL TUBE EMBEDDED 12" INTO FOOTING, 1/2" DIA.X 8" BARREL BOLT LOCK (ONE GATE) T' X 18 GA. METAL DECK 3"X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA, GATE 2 PAIR McKINNEY T4133781 HINGES EA. GATE. 8"X 8"X 16" C,M,U, WALL (SPLIT FACE BLOCK TO MATCH BUILDING) 3/8" DIA. BAR 8"X 2" WELDED TO STEEL TUBE 16" C.C. 5"X 5"X 1/4" STEEL TUBE W/ 5"X 5"X 1/4" CAP PLATE EMBEDDED 12" INTO FOOTING I 1/2"X 1 1/2"X 3/16" METAL ANGLE DIAGONAL BRACE JAMB DETAIL CEMENT PLASTER CROWN 814' FROM F.F. ELEV. 8 3/4" `2 I-cl (OPENING FOR TILE) (2 ROWS)ALTERNATING 4" X 4" BLACK& WHITE CER TILES EACH SIDE OF TILE W/ 3/4" PLASTER J -BEADS NOTE: TRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH Sl T TRASHENI LOY Ji` EDIETAIL NOT TO SCALE 4" DIAMETER STEEL PIPE FILLED---,, W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE 9 zt TOP OF ASPHALT OR—\,, CONCRETE SLAB - 3000 P.S.I. CONCRETE __ tH —IIII C? Him III f NOTE: t SEES SITE PLAN FOR LOCATION (8). I" 611 BOLLARD DETAIL NOT TO SCALE PAVEMENT SURFACE AS SPECIFIED #5 BARS CONT. TOP & BOTTOM TEST PIT (TO BE HAND DUG 1/2" DIA. X 12" CANE BOLT ONE GATE SINGLE 8" KNOCK -OUT BLOCK W/ CONT #5 HOR IZ. 7" THK, P.C.C. SLAB W/ 6"X 6"-10/10 W. W. M. ON 6" AG G. BASE. 4 1�; -4 fl OR 10 1 X008° 1� 4. 4 T-4" SECTION"A" ADJUSTMENT" TO EXTEND BEYOND LIMITS FINISHED GRADE OF CONFLICTS (T MIN., EACH SIDE, CHECK LOCAL STANDARDS). UTILITY CONFLICT r/,/--EX. MAIN 1,5" MIN. CLEARANCE- ------------- --- - .... aE:4 SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT ADJUSTMENT USING FITTINGS— USING DEFLECTION (VERTICAL AT PIPE JOINTS BENDS) (SEE NOTE 3) (SEE NOTE 4) NOTES: 1, CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS. 2. CONTRACTOR TO HAND, DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT, 3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED. 4, PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) -,WATERLINE ADJUSTMENT DETAIL NOT TO SCALE r REV DATE COMMENT _j -3 2 JJJ_JJJJ JJJJJJJJJ FOR APPROVAL DRH LL 2 J_j S ]j -j-]-] MINOR SITE PLAN AMENDMENTI DRH 4 j_j_j_j —18" SQUARE CONCRETE ENCASEMENT DRH 5 — 1/29/16 (3000 P.S.I CONCRETE) 3,000 P.S.1 CONCRETE 6 ASPHALT OR LETTER OF REVISION CONCRETE AS TRAFFIC RATED CLEANOUT COVER —FINISHED GRADE ETERM[NED BY /-2" ASPHALT OR CONCRETE FFIC SURFACE > r AMENDMENT III FOR APPROVAL DRH 9 Z Z z UJ :1 AMENDMENT IV DRH 10 9/20/16 Ly U) 3: DRH lo—ml ;T. 0 0 OP�01 m I-_ 0 U- a - W uJ Ix P4 LL- u- < Ry K 0 < 6 z >: < w j 0z >-0 lzj 4" SEWER CLEANOUT CAP 0 - ED >:Z 0 W — SAND CUSHION z u- ED 3000 P.S.I. CONCRETE - 6" PVC ENCASEMENT PIPE TRAFFIC'RATE D CLEANOUT DETAIL NOT TO SCALE ELEVATION CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF r 611 _(Y. —11 STEEL TUBE EMBEDDED 12" INTO FOOTING, 1/2" DIA.X 8" BARREL BOLT LOCK (ONE GATE) T' X 18 GA. METAL DECK 3"X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA, GATE 2 PAIR McKINNEY T4133781 HINGES EA. GATE. 8"X 8"X 16" C,M,U, WALL (SPLIT FACE BLOCK TO MATCH BUILDING) 3/8" DIA. BAR 8"X 2" WELDED TO STEEL TUBE 16" C.C. 5"X 5"X 1/4" STEEL TUBE W/ 5"X 5"X 1/4" CAP PLATE EMBEDDED 12" INTO FOOTING I 1/2"X 1 1/2"X 3/16" METAL ANGLE DIAGONAL BRACE JAMB DETAIL CEMENT PLASTER CROWN 814' FROM F.F. ELEV. 8 3/4" `2 I-cl (OPENING FOR TILE) (2 ROWS)ALTERNATING 4" X 4" BLACK& WHITE CER TILES EACH SIDE OF TILE W/ 3/4" PLASTER J -BEADS NOTE: TRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH Sl T TRASHENI LOY Ji` EDIETAIL NOT TO SCALE 4" DIAMETER STEEL PIPE FILLED---,, W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE 9 zt TOP OF ASPHALT OR—\,, CONCRETE SLAB - 3000 P.S.I. CONCRETE __ tH —IIII C? Him III f NOTE: t SEES SITE PLAN FOR LOCATION (8). I" 611 BOLLARD DETAIL NOT TO SCALE PAVEMENT SURFACE AS SPECIFIED #5 BARS CONT. TOP & BOTTOM TEST PIT (TO BE HAND DUG 1/2" DIA. X 12" CANE BOLT ONE GATE SINGLE 8" KNOCK -OUT BLOCK W/ CONT #5 HOR IZ. 7" THK, P.C.C. SLAB W/ 6"X 6"-10/10 W. W. M. ON 6" AG G. BASE. 4 1�; -4 fl OR 10 1 X008° 1� 4. 4 T-4" SECTION"A" ADJUSTMENT" TO EXTEND BEYOND LIMITS FINISHED GRADE OF CONFLICTS (T MIN., EACH SIDE, CHECK LOCAL STANDARDS). UTILITY CONFLICT r/,/--EX. MAIN 1,5" MIN. CLEARANCE- ------------- --- - .... aE:4 SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT ADJUSTMENT USING FITTINGS— USING DEFLECTION (VERTICAL AT PIPE JOINTS BENDS) (SEE NOTE 3) (SEE NOTE 4) NOTES: 1, CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS. 2. CONTRACTOR TO HAND, DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT, 3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED. 4, PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) -,WATERLINE ADJUSTMENT DETAIL NOT TO SCALE r REV DATE COMMENT _j -3 2 8/27/15 FOR APPROVAL DRH LL 2 10/1115 MINOR SITE PLAN AMENDMENTI DRH 4 Ld 9 LETTER OF REVISION DRH 5 — 1/29/16 AMENDMENT DRH 6 2,112/16 LETTER OF REVISION 0 < Z LJJ 7 5/25/16 AMENDMENT III DRH > r AMENDMENT III FOR APPROVAL DRH 9 Z Z z UJ :1 AMENDMENT IV DRH 10 9/20/16 Ly U) 3: DRH lo—ml ;T. 0 0 OP�01 m I-_ 0 U- a - W uJ P4 LL- u- < 0 < 6 z >: < w j 0z >-0 lzj 0 - ED >:Z 0 z u- ED gz<z 0 0 = uj ++* cl: 6 P� 0 z RE -V ISIONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN AMENDMENTI DRH 4 — 11/20/15 LETTER OF REVISION DRH 5 — 1/29/16 AMENDMENT DRH 6 2,112/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 — 6/30/16 AMENDMENT III FOR APPROVAL DRH 9 815/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV 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 1-500-242-1776) (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 \.GAD I.D.: SD7 PROJECT: SITE PLAN AMENDMENT IV FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER E N GI N E E RI N G 28 E3LACKWELL PARK LANE, SUITE 2Q1 WARRENT(�N, VIRGINIA 24'i86 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com XL ff XTH V DANIEL R. HINES ort Lic. No. 043176 0 9/20/16 NAL SHEET TITLE: _T T TNS 1R CTIC'N Cri "ETAILS 0�0 3' GRASSED SHOULDER 5% 2% 2" ASPHALT BM -25.0 6" COMPACTED STONE BASE (21-A) 3' GRASSED /—SHOULDER 2% 5% 10"PAVED ACCESS DRIVE DETAIL S -'ALE NTS ',,—PROPOSED rt TRANSITION BETWEEN PIPE DIAMETER$ Wf4EA DIFFERENT SIZES Of MPES ARE ENCOUNTERED. 5" ASPHALT SURFACE COURSE (SM 9.5A) ASPHALT BINDER COURSE (IM 19.0) 1--6" COMPACTED STONE BASE (21-A) \—COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED FLEXIBLE STRUCTURAL DESIGN MODULE - 5TH STREET STATION, DATED 7/2/16 (PROJECT # 28:1552). 5" ASPHALT SURFACE COURSE (SM 9,5A) 2" ASPHALT BINDER COURSE (25.0) COMPACTED STONE BASE (21-A) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE 1, SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED FLEXIBLE STRUCTURAL DESIGN MODULE - 5TH STREET STATION, DATED 7/2/15 (PROJECT # 28:1552): FlEA-VY DUTY ASPEALT PAVEMENT SECTION STANDARD DUTY ASPFIALT PAVEMEN T SECTIO NOT TO SCALE NOT TO SCALE 40TES2 SHAPINC OF MANHOLS AND RCET 94YERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS EOR WHERE NVERT OF PIPE IS ABOVE INVERT OF STRUCTUIR NO CONSTRUCTED INLET IS TO BE FORMED A MMRD%XWWrr,4 APPLICABLE STANDARD OR SPECW, DRAWING. THE INV AS DETAILED HEREON IS TO CONSIST OF A PORTLA21C=�l CONCRETE MIX CONFORNING TO CLASS A3, OR CLASS Cl, EXCEPT THAT 25Y OF COARSE AOCREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK BROKEN CONCRETE OR BROKEN CONCRETE " A BU CCK Tl9 $VR ERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO ORM TO, INVERT OF OUTLET PIK , _ , SHALL BE LEFT SMOOTH BY MEANS OF HAM TROWELLING. NONE I -'/v OF THE COARSE AGGREGATE SHALL REMAIN Z-00= , , " �, I DETAILS Of INVERT SHAPING AS SHOWN, HEREON ME FOR EXAMPLE PURPO, $ ONLY, EACH MANHOLE OR DROP INLET IS TO EF- SHAPED INDIVIDF ALLY To MST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. PLAN SECTION B -S METHOD OF TREATMENT IN MANHOLES NVOCT 8 Q AM BRIDGE ST,44DAROS STANDARD METHOD OF SHAPING ,OA SHEET 1 OF I REVISION DATE MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT Of TRANSPORTATION LAIND�A�Aljh 1�,hIAJINIiNU NA'ALL, A'l EllUl-11-k-)l-'-VVAY FY-Vica, L NOT TO SCALE GENERAL NOTE: 3 THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJI K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FINE CONFLICT WITH THE DOCUMENTS RELATI) : SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR (TING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTIT :PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS R I, I CONFORMANCE WITH LOCAL REGULATIONS AND PAVEMENT DIMENSION(S) ON REFER TO FACE OF CURB 2'-0' 6" CONCRETE 6" COMPACTED STONE BASE F6x6 WWM (10 GA.) % '—COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE, 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE AND GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED FLEXIBLE STRUCTURAL DESIGN MODULE - 5TH STREET STATION, DATED 7/2/15 (PROJECT # 28:1552). FIN NOT TO SCALE I-JEAVY DUTYC.ONCRETE SECTION NOTES. 1. EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3, CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 P31, IF PRECAST, ]HEADER CURB DETAII, NOT TO SCALE PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB V 61 6- 1-1/2"R 1-1/2"R SPILL CURB & GUTTER WLLECTOR CURB & ;GUTTER NOTES: 1, CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S' 1. @ 28 DAYS. 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB, 3, AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0" O,C. TOOLED 1/41' (±1/16") WIDE, I" DEEP, EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P.C.'S. CONCRETE CURB &GUTTER DETAIL NOT TO SCALE NOTE; 1, ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADAACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE PAVEMENT SECTION PAVEMENT SURFACE TACK COAT (SEE PAVEMENT DETAIL) (APPLIED AT A RATE OF 0.2 GALLONS/S.Y.) NOT TO SCALE CONCRETE-TO-ASPFIALT DETAIL \—PAVED SURFACE/ CONC. PAD � TTAPER TCURB TTAPER BREAK GUTTER PAN 3' RIP -RAP PAD PLAN CURB (PER SITE PLAN) T' RADIUS TCURB TTAPER BREAK TTAPER ELENYATION CURB BREAK DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE /—(TYP., LT. & RT.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) VARIES 2% MAX. CROSS SLOPE ll L-4" CLASS A CONCRETE (30 00 P, S. 1, as 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) NOTE. 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE TRUNCATED DOME EDGE OF CURB 4 4 as 4 4 4 SLOPE z d SLOPE %4 ' I � 4 - 191 MAX. 4 4 4 12:1 MAX., I . 1 0000000. ..000a .0 4 0 00 OQ001D 000jG020P 00 1� 0 coo 00 'o C, 0000 1 0 000 0000000001 cc 51 -011 MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES, ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE 4" CONCRETE 6" COMPACTED STONE BASE 6x6 WWM (10 GA.) [% \-COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: l.SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS, DATED 3/29/13 (PROJECT # 281552), FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S, ARE AVAILABLE ON COMPACTED SUB -BASE, NOT TO SCALE STANDARD DU IN CONCRETE SECTION FULL HEIGHT CURB 3CURB TAPER Ir --l" RADIUS 2. PAVEMENT SURF CURB TAPER DETAIL NOT TO SCALE 1/2" RADIUS - PROPOSED PAVEMENT (SEE PAVEMENT DETAIL) 5" — TACK COAT7 (APPLIED @ 0.2 GALLONS/S.Y.) NOTE: 1. CONCRETE TO BE 3000 P.S.I. @ 28 DAYS. 4" CONCRETE WALK W/6x6 WWM (10 GA) 2% MAX, SLOPE COMPACTED 21 -A STONE MONOLIT]HIC CURB AND SIDEWALK DETAIL REVISIONS REV DATE COMMENT BY 2 8/27115 FOR APPROVAL DRH 3 u- MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION Ld < j< < >0 2i 1/29/16 AMENDMENT II DRH 6 -- Z 'Li LETTER OF REVISION DRH z L� AMENDMENT III o zzz:�w i:!� H 6/30/16 AMENDMENT III FOR APPROVAL 41 9 usoliw (n mOf 3: uj It w- =AMENDMENT IV 44 1 E09�/20/16 0 COMMENT REVISIONS AMENDMENT IV 0 o I- < o m i -f (o 3: u. a- P4 < W4>- P� 0 u- < , 0- PH 0� W4 u �- 0 r'-Z0 F-� < ��e Z > z 0 0 T z< �e m Z < z 0 -j 0 m w w < 0� t 0 IIw z ull P94 W4 �57 4- � g 0 T� 6' P� 6 6 REVISIONS REV DATE COMMENT BY 2 8/27115 FOR APPROVAL DRH 3 10/l/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 9 815/16 =AMENDMENT IV DRH 1 E09�/20/16 COMMENT REVISIONS AMENDMENT IV 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 1-600-245-4a48) (PA I-800-242-1776) (VA 1-600-552-7001) (MID 1,800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION i PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A N..CAD 1,D.: SD7 PROJECT: MINOR SITE PLAN AMENDMENT IV FOR 5- TH STREET STATION OVERALL PHASE 11 LOCATION 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 • DANIEL R. HINES -P Lic.No.043176 Q. - 4W 9/20/16 vo SHEET TITLE: GONSTRUCTR-jN IETAILS NOT TO SCALE c SHEET NUMBER 241D �D lI, F 6LC;C1,'S r'RE REOUIRED (NHEHEVEF. _ PIPELINE DIHECTIK_)N, T Ji i LL. F L SI I T I I 1 L If l co '.;'L TT Ftl 3 ITl 'i,'r rJ ,L B _ 4' STRAP1/4- / 1 P R,,'0oID' " 1i'—kl K, Gk ,i.L _FI:'�{L I.NIFA6?-: bf_I r: 1S Tj-�, kt ��i:i t fft t e� '=f 1,.7 �+€ 'WALL �-, i. 1 @1 f K i I I '. P4 A ST I il IN P, € '�� A A°.,)' $ 1`3 4 I._ L 1. 4,_ IE -�- 1R'P KNi i �u/Al.1!.' - °y'n � [_:?x N ; �� L �_ IT .:_C -r Cw 0 t � e r-{ h1w � r t 1 h` I 2 `Y j r f? F . r, I I� H, I:, l� i f _'. { 4t '4 ;'s x � F- e I iV I ,_ r, P {�U} 45' i S-6" 1 3'-0' S-8" S-9" 2 1/4" 10" 4'-6" , 6 Y-0" 4'-3' 5'-0' 2 1 4` 9/20/16 12' 5'-3 1 3'-3" 5'- 5-9" 2 1/2" 18" 6'-6 11'-0 3°-9' V-0 7'-3" 2 1/2" o115Qo _© rJ �; W i i � r LL Q Q r�1 Cj O r a8 1 (D r a .r .. I Oaf rv4 2: Zm>oow F-QxJI5 1 �mzQz 02(v Fri (j I ua {p jj3j P 1 k 1 7: j I i t s B" p 1 lI, F 6LC;C1,'S r'RE REOUIRED (NHEHEVEF. _ PIPELINE DIHECTIK_)N, T Ji i LL. F L SI I T I I 1 L If l co '.;'L TT Ftl 3 ITl 'i,'r rJ ,L B _ 4' STRAP1/4- / 1 P R,,'0oID' " 1i'—kl K, Gk ,i.L _FI:'�{L I.NIFA6?-: bf_I r: 1S Tj-�, kt ��i:i t fft t e� '=f 1,.7 �+€ 'WALL �-, i. 1 @1 f K 1 1"qr .1 F- `T 1 '. P4 A ST I il IN P, € '�� A A°.,)' $ 1`3 4 I._ L 1. 4,_ IE -�- 1R'P KNi ` c , �"(_(x. �u/Al.1!.' - °y'n � [_:?x N ; �� L �_ IT .:_C -r Cw 0 t � e r-{ h1w � r t 1 h` I 'oy , '' 1 ( 1 >~.LT RELf `Y j r f? F . r, I I� H, I:, l� i f _'. { 4t '4 ;'s x � F- e I iV I ,_ r, P {�U} 45' 8' S-6" 1 3'-0' S-8" S-9" 2 1/4" 10" 4'-6" , 6 Y-0" 4'-3' 5'-0' 2 1 4` 9/20/16 12' i PICIA METER VAUt-.TV (1 /2-I' METER) R F t='F` Il GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR T4 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 T( THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF 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 IF F J 'WI I. T1 N.. II 1'- iI1 LI 6LC;C1,'S r'RE REOUIRED (NHEHEVEF. _ PIPELINE DIHECTIK_)N, T Ji i LL. F L SI I T I I 1 L If l co '.;'L TT Ftl 3 ITl 'i,'r rJ ,L B _ 4' STRAP1/4- / rl_L C ,T R L C'%!1T 11 T I 0 A S TO I'I GATE VALVE wh I J._,II_E I„IN PIF'c rHE FTiC'Ivl •I; !HE T-r.Fi,J,C:H H;I_L H'L FD C. �� _QUI TiIJ 1GI , FER. 11-HA1 L EF t_' ICT f�TE`rE ' G � _ -._�TC„ . , IE -�- E'� - rr _�,, �EE� 22 1/2* CONCRETE r BLOCIKS IT .:_C PIPE -, TFT �I{ LL RE II L: 1L L Si, �'uiill"AUvl , 18- 18` T-0 7'-$ Y-3" 4'-0" 5'-8" 2 1/2" z 4" - 6" 3'-0" 1 3'-T 3'-3" 3'-3" 2 1/4` 45' TYPICAL SEWER PIPE INSTALLATION IN TRENCH TYPICAL THRUST BLOB -_K IN FILL AREA N F "`� FII1 'A" -3H I :a� c L> Ft:�urJl_`A 1lc�rl r�IA1 PIAI_. ROCKY r'T,y" .+fir ?e �s FR rSWI Sr a ° 111 1 1 z_'rrF.L F m I1, TM s 11 hl P11 1 _ C" ti f SE t _ CD El I r t 12 IP,BL. F IL_ R;13 CK, S P,. E I HE r) C` H,E 'FF:,1 H. ;Fv�() E F';'1_. SL' IF II L INE PIP4 T FE HO' AND FHDI I < IP . HF SOIL I'1 `lllic :. d"EFl1f)IN'� OF f 1_)IJNLl/\TK_)N 11v1 POOR SOIL UN1)LF,, - CUT C0NL-ITI01N 01RIMr 0. A \ 1 P U N1 r V �1� 4'AiN I — 1111AL RACI:;Fi1_ JPJS-AE LE 7v7,I i"I1plll I,11(' f 1£ 1 E ' I .J I �A .1 w ;) - ^>,�, F r.._ r D E� _ S !mw? .� ,Fri.._, L '�_ J .. L_ � , ':`� -.- _ IJ E : C K' SHAL A L(_'A'j`E:D 0,1THII F THF „,�,, U'IE . L°.I; H ^ l', IN ANY CHIPM`_I` ON '-HALL L H_ ALL0'�"1HU L)vE L HE J l l L H% rU_. T.TiiE I�IITiH,I__ F Cle,Fiu.�. `,II,,,[ -I-- BE PI ,C=Li TE) I-1. ,1F Fr IhJ -IFTS. Tri ,T;f,k FLc. 'EfI if L OI CIEL>I?i'. H,'`,LL BE A'LLC";'!iECi H f RIES c h. F FlL H I_,L� Hr": L B E F'IJT� CHT 1 ,TL SES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING T Ric- ,n1- ' T ,TE HtD AI I 1111, BE VIIII '��l V.L_E 1 NEEP '/ HiCH I' P;z THE L i„QL FT. LEll USF r Rr° . - VARIED hII _— �b 1 TO 1J 11-1 5 - A L'V E: E0 ' n_,8 TO; -'A i6'1,^I1f,' isIAi'A'I,;E SSS# a=s 1 f E �F E f f� .I. , I ,FLS 1 ' c._ 7 x i,_ BA NI_ THIN E Cr A(3A I H cS T IHC TUR B ED ST., F,1_11 R E A [ `D R L" � WHEN HE SIL IT CI�TI P �7R �� { Z_ ✓' A IN IPJ X I- L I'dS FS LL I IC ll z. A, H r F dT 1C TED II A IL 4 f l I TOR "HALL T >- r, -ill I =D THE r\LVE 7 0 T HE IT Y L F,AI T o'I H '4 _ ,\LT '_0: TES THREADED FVG IN �DDIT101, TO SON, RLII IF f �' x ,IEF FILE HAF1 sL JI FF. �,, HDITI_HA;� _ST :_, i E SURR 1 D WEEP HOLE -1 'ViTH TF ''L L ASD r.EEF FF'.EE OF JN RETE, fW IFI a1`I hill 0VFI 10M THE 1':' 11 F'-' H FIFE PDI GfF IIIA' III?IH , ' fI_HI 3 FINISHED Gk,' L SAF_ SLOPF A1-,-' IR IIIE (IRF: H'r kh l,P1 AiJI) VALVE THE - TE V, -,,LV-- 1 LC fE `.1 sHOULDORE If D THE DI`'=H:, F V'E) 1' FI FIRE r T(LRIlii H I. Ei N',11,[ Fi F' f 4T1 J All F -F, E '^JE HCLc ,,Fi= THE PFEV I_IN(I G r(DI-IN .,'%TEF. ELEVI N IF REQUIRED T,) BE ill ABET THE v1LEEP .l['T r,;%LL 3E FLLi(�6Fo till,_) 1-I1t „Lr'Tul `;HAL_ IF'E PII iTED DrtY TYPICAL FIRE HYDFAr'IT ASSEMBLY DETAIL. TL - 5 TD .. G 4 i 3 - LEI ti I E _: ED. ti run r- < A Nr, c E n' F. t I v { hA`S�i 611'=jj T,41'.,`'>�!-cfi, r � T `d _T•J I I �'' I 1 1 FIFE ,DEGREE i 6 E "•4D Dli,'_fa`FI, _ T E_ S, 1, PL,'ni Ir, _L , .,F 7EETI tFEFT?t, ; c N G �L - -_ I I-- — I 1 35 i'0 1 5 1j I� � 1 >=I 1� 2 C)I Cl, 0 1 I 4 _r, t r, i 7 i 11 1/4 152 16 I 3 2 t s 45 5 r H' I I x_ _ u4 1 I i III 1/4 I 1. THRUST 6LC;C1,'S r'RE REOUIRED (NHEHEVEF. _ PIPELINE DIHECTIK_)N, T Ji E, D PEL ENDS AHD AT SHALL EXTEND SIX (C) IH CHES AVBCVE C 4' STRAP1/4- / 8` 2'-3 � �, 2 6" V -6N 2'-6" 1 1/4' TYPICAL GATE VALVE 3. (�) C_(''H-,TETE SHALI_ BE "OURF[E O;i ;`,NY PART OF THE IOIHIT. 4_ I = C. �� _QUI TiIJ 1GI , FER. 11-HA1 L EF F �Sp� M �I BLL `F5 FH1 =P,IF TH.- 'PE "10' C L� THEU_`T P; I— 8" 3-0 4'-3" 2'-6" 2'-6' 3'-3" 2" 22 1/2* CONCRETE THRUST BLOCIKS I,I T _-� F VV- 3 F' 0 `, I WI -11-1 O TF AFFAS Y SL a._ tirtiil L_iD E:L, OTE -- FOR BENDS 8” & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. — FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. — FOR 18" BEND USE 3 STRAPS AS SHOWN. Ae USE BRACING STRAPS ON ALL PIPE SIZES -14 -I B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND IN R.=N,I_'TE AF,EA,S, Al VE DO:CES SHALL EXTEND SIX (C) IH CHES AVBCVE C 4' STRAP1/4- / 8` 2'-3 � �, 2 6" V -6N 2'-6" 1 1/4' TYPICAL GATE VALVE -- FOR BENDS 8” & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. — FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. — FOR 18" BEND USE 3 STRAPS AS SHOWN. Ae USE BRACING STRAPS ON ALL PIPE SIZES -14 -I B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE AB C D E F KNESS OF 4" - 6" V-9" 2'-3 V-6" V-2" Z-•0" 1 1/4' 4' STRAP1/4- / 8` 2'-3 � �, 2 6" V -6N 2'-6" 1 1/4' ii 1/4 10" 2'-9 V-9 2'-6' 2'-0 3'-0" 2" LATE WASHER 12" - 2" 3'_.0 4'-3 3'-0"2'-3' 3' 6' INSIDEANCHOR 18" 3-6" V-6" 3'-3' 3' O" 4!-6"12 1/2" 5 4" - 6" 2'-6" V-0 V-6" V-8 2`-8" 1 1 L4- 'V 8" 3-0 4'-3" 2'-6" 2'-6' 3'-3" 2" 22 1/2* 10" S-3" V-0" S-0 2'-9' 3'-9' 2" 7 12` 8'-3 3°-0 3'-6 ' 4'-3' 2- 9W HOOK ON END OF ANCHOR 18- 18` T-0 7'-$ Y-3" 4'-0" 5'-8" 2 1/2" z 4" - 6" 3'-0" 1 3'-T 3'-3" 3'-3" 2 1/4` 45' 8' S-6" 1 3'-0' S-8" S-9" 2 1/4" 10" 4'-6" , 6 Y-0" 4'-3' 5'-0' 2 1 4` 9/20/16 12' 5'-3 1 3'-3" 5'- 5-9" 2 1/2" 18" 6'-6 11'-0 3°-9' V-0 7'-3" 2 1/2" CHART FOR UPPER VERTICAL BLOCKING CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W --3A TD -4 SCOVER LIF" rNOT,--H I 1 8" 71A 1 E1'S�S�) C,A;ST IRON LID I,L h .._TE READ f S7'." `1 P FOR , I ,n, „ h'7� I -A .. � TEC' HOLE ,� ._fa_ I Lu iN THE " = DIM. DATE KNESS OF FILLET W 4' STRAP1/4- / 8/27/15 R UT DRH /4" THICK 4TH J ILL LATE WASHER �,3 THREAD 4 INSIDEANCHOR "AL 4DIAMETER EXTRAOLTS 5 STRONG STEEL PIPE— 'V BARS ® 12" \� PIPE BEL CENTER FOR 12" BENDS & CONCRETE CLASS "B" 12 LARGER C ►{ 7 SECTION NOTE: STANDARD 9W HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W --3A TD -4 SCOVER LIF" rNOT,--H I 1 8" 71A 1 E1'S�S�) C,A;ST IRON LID I,L h .._TE READ f S7'." `1 P FOR , I ,n, „ h'7� I -A .. � TEC' HOLE ,� ._fa_ I Lu iN THE a C`' IONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 J ILL MINOR SITE PLAN AMENDMEN T1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 'V DRH 6 2,12/16 DRH 7 5/25/16 AMENDMENT III ©<Zw=? 8 6/30/16 z DRH 9 poa AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV ua0z`,Wgo o115Qo _© rJ �; W ♦ ► s s ► ♦ � W LL Q Q r�1 Cj O a8 (D r a Wpz0Z<Q Oaf 2: Zm>oow F-QxJI5 �mzQz 02(v Fri ua c � C7 ul il 44 o v Iii ow 34 a N^1 0 2 v P -I a C`' IONS REV DATE COMMENT BY 2 8/27/15 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN AMENDMEN T1 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 9 8/5116 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE W THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) 1 1-800-245-4&48) (PA 1-600.242-1776) (VA1$00-552-7001)(MD 1.800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION 777 PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20115 SCALE: N/A N. CAD 1,D.: OD7 r PROJECT. XM C� I i '�PLAN }j OR/�� S E P .�rd�N AMENDMENT IV FOTO 5T-,,IrFTI STREET STATi OVERALL \. ALL P ITFITASE 1 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BO LER E N G I N E E R I N G 28 BaLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com IlAill 'V1 wm DANIEL R. HINES 'P .,p Lic, No. 043176 q� 9120/16 ' 71 ' NAL fr SHEET TITLE: WATERAND SEWER UFILITY. 1 i 1--"ETAILS SHfET NUMBER: 25A SIZE BRANCI VALVE THE WATER MAIN WATER \thRI�C .J. PLUG ttiu€f vn�r� TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON --LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or o BRASS NIPPLE AND CAP T LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE r NO. 57 STONE A.J. FITTING r� 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS fl'a VARIES VRRIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW—CUFF ASSEMBLY NTS FIG. W-8 GC)OD FOI,JNDATIJN iVIIA.TFI t, P,0C KY _) F l_II'd 1)6,TIONI JVIATERIA.L A Ei : F, S r PE H ', � = c 1 HF r F _ 1 CI C� TC-) Sil THE PIPE SI T FE_ T H >�It CJD IHEN iHF ti1V11. - P - EC .II T F. FOUNDATION IN P00rr ,0I1 J NOFI, - CUT c_Or�IL�iTlor,l T -TI. IT' I - Et RA .. '.IU R F P P F,E F _E L Z_ r PL )IL R. R )_~ E f1 T' 1,'I -HI J TF THS LdL \00 0 J _j0 I/;- FF: T I' PJ 6° I b1 A I Y F I P;; F I' 3 TH Ir`, TIAL E ., _KILL. MINOR SITE PLAN AMENDMENTI DRH S_THF 111T - B, I:Flll. EHAIJ E 'P;C EV 1,,lD D C_TED IH H" f FT=1 4.l� 0 R,Gr,1dI C 1,�% "I 1.,IrR1' L)ELI LHH,LL 2,E ALL) II'J 1 '�E ELJH LETTER OF REVISION DRH E BELL H C) L L H ,L ��_ L E, DI_ «l 11 I', /",I DRH 8 DUCTILE IRT/ WATER DRH 9 PIPE I NI STALLATION & BEDDING DRH GENERAL NOTE: ' iS THE ReSPON5191L1TY OF THE CC}N7RACTQR T4 REVIEW ALL OF THE DRAWINGS ANL' SRECIFlCAT1pNS ASSCCIA7ED WITH THIS PRQIEC )R+C SGpPE PRIpR TO TH E AN ITIATION OF CONSTRUCTION. SHGULD THE CONTRACTOR FIND A CCN FL1CT WITH THE DOCUMENTS RELATIVc HE SPECIFICATIONS QF. APPLIGABCE CflDFS, R >S THE CQNTRACTL}R'S RESPONSIBILITY TQ NOTIFY THE PROJECT ENGINEER OF RECORD VRiTING PP.IOR TO THE START OF CQNSTRtlC7IQN. FAILURE BY THE COIJTRAC74R TO NOTIFY THE PR{LIECT ENGINEER SHALL CONSTITUi CEPTANC6 OF FULL RESF9NSI819.ffY BY THE CCNTRACT� TO COMPLETE THE aCf)PE OF'iHE "h'ORKAS DEFINED BY THE DP.P,WINGS ANI TD -16 EE F1,1 I L, F REE TF A, ,H, � oT c LA S E CT10N A — A 11 )J _0 5 C ALE. LEN• `, I- ( S I F. S) ! r ).,Ti- X711 r11,:c cDncu G !',� ATE R I A L � -•..- ,4, ELEVATION IrIC1TE: VfHE EEG'R _ S _ PrOIIJNTEFdED J`.�J Cc7� ';�; E�`I_ �_R E GEfb_; THE TR`iI,H HA l F BA F 11 L E 1) -TII t' 0 m P A, C-1ED LTA Ir ,Pd i, T__''PEI, viIIFI IL JE VL)ir S_ , HIPRAP. WATER TYPICAL STREAM CROSSING IT L '• rR .E?; - jBr 3ER' �'J r STEEL R C,A�t 11,, i;L `_'E CCINC" -'ETE `_�Er-TIONS'e+ITH RiNC IS v _L THE DR --)P I ., I_ F' E { G 3C TILF L ` IIJT PE L xC L L fE AJC r ! I (��I ! B H `.Ea JI L Cil( t y�.. , tV bD N Ill V `J FRONT: I _ET TL r r Eh I -IT ET -H L BE 0,20 FEET idr F ILLL EL l L. 1 h4O `lf I L T F mH I011d CF Fl 7'Ar r T"'CFCfI I i ET ULET FDL SHALL BE L. )- B0 v, L)LL:.1, J r �; 5� ` 4 [_) �c ... F `' SIJ � �. C, I h' I hd P F D'D I I G 'VI r , ,E —� ':ISI ° , r'a F FRE f)'� NII,4Urvr`: N ,H AI i E� E r-, - - r vFE�rlti_�E_I'r'� CtETCH`�'ILII�� -�r IriE �?fJaIJLT� �� F����, - _��:IL �wLIIC T!��`�a_; _. THE V ,-E ,,, ,, rE.-; r E _ � .E ., _ H: �L �?CT_ , . La E r, ETI fL-� L ,-1 I Lv,.� _ H'1L_ 'il, , C,� L„ L}L r= F f1.1•. L .ILII ' I_+ E A_ L i�JIS L L' IF;3 F1'.-. --v E SEALED "T T E C OUT, I- ViITH '---EF SLOPES" TYPICAL ,'' ANHOLL WITH DR(DP CONNECTION TF -1 - <_ -) ELw Ln V) Ira w w <v � L » (n m < ¢ Our' n Y 2 E E I � I' A. JV F F, I; -F FIG. I D,E TRE T ;; J Flit= r F'. �V'./FF '1FE S L i) F) E L') F F A-'/ k) B BE -, TEEL ` ST[_ P S A-`1 I IN FLr E P C AS f 1 L I k F (D [-_� C LD CT( C RE FF ClIC 1, I� 1 SII JII.`,LJ! _ jl T)ISI I i 4 D EFEREi k- E , =y -1 _a✓t l !LET T UTL ET I 1 HAI L E E F L E T � FjE i H OF F � � �,r ! �E - .I- � E_. TF ?...._>I�I - E a 1_I EI D IIJ RIgvr —1- AN F rL )C4 IN LET _JiI PIF -H I L ,F Fi ROVCED M I H Bi E D D I," I'JITTEj,, 1 _ T��I�J E BEDDII,G TIT"', l� H .�-.) nRTEf�JT H( `,'a'I'J lv1If�JIP�,1.r1�( ,I'JG II L Cts FC IFI - A! L*' P'( TH C (_ Ni )I 1T FIT "'FHL S(2IL IG1 101'F- ? IHE a�l_JTi. EI EVIL! DETERIvlI ��E L HER 7,',NH -ET: �L�_ �A''vE _. D.LL J A ��TS, LEFT )LES, INLETS, CUTLETS Ttv BE SFS !EG r F-iLITFD AE1E'�L)T. TYPICAL MANHOLE SECTI0N SH0WING BRANCH TE - IN r� rcc E w 0 0 a E ¢x a E ¢n E C} c� E o4E as - Ln I— p co N in 1`� ¢ (� C\j � E uW� ti n ¢a o �z E E E c E \ E `c u u ¢ d O o _E h^ cvE vE gE 9 C U ° rn E fl N h CEJ 0 �� Lu N N -� u N TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 R -, F,I LL 11 IR 1 ! 4' VI'.f� FI 1 H E S H L ^'HEC) L) F r_ 1 E f l [ I!)'i .�.? ALLi_I) TYPICAL MANHOLE PLAN �H'N N�; RRAN( TIE - IN (4) 1" (25mm) DIA HOLES 1 1/2" CN 32 3f L (634mm) DIA 27 1 j2" DIA [38mm] BOLT CIRRCCLE [699mm] 26 1 /4" 7" DIA [17$mm] [667mm] 24'DIA _ Imo- [60606mm] +1 28 7/15- DIA I 5 j6" [722mm] [16mm] 36" DIA Iz 26" [914mm] [650mrn 1 1/2" FRAME SECTION 13/16[38mm] [20mm] 2" (51mm) LETTERS (RECESSED FLUSH) 1/2" _I [79mm] L, 3. �1 3 13/16" 0 22 13/16" 2 1/8- 1 [97mm] [579mm] [54mrn 25" 1 3/8" [635mm] ] 0 11/16" [35mm] 9/16' O.D. OF GKT GROOVE [17mm] [14 M] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/15 X 5/8 X 1 1/2 1$OO„ RUBBER PART# 00981045 SEW �. (2) CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS PICKBARS [5mm.240O`� [41mrn] PART# 00981250 [6mm 1/2" .63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS 1 1/$' (29mm) DIA BOSS [13mm] PARTS 00981318 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL 2) NUT HX NOTES: PARf# 00981 84 11 ZN NYLK 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (2) 1935R 0013585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY NJ.T.S FIG S -I -E TD -26 N E LdL \00 0 J _j0 _l 0 m €i DRH 3 L » (n m < ¢ Our' n Y 2 E E I � I' A. JV F F, I; -F FIG. I D,E TRE T ;; J Flit= r F'. �V'./FF '1FE S L i) F) E L') F F A-'/ k) B BE -, TEEL ` ST[_ P S A-`1 I IN FLr E P C AS f 1 L I k F (D [-_� C LD CT( C RE FF ClIC 1, I� 1 SII JII.`,LJ! _ jl T)ISI I i 4 D EFEREi k- E , =y -1 _a✓t l !LET T UTL ET I 1 HAI L E E F L E T � FjE i H OF F � � �,r ! �E - .I- � E_. TF ?...._>I�I - E a 1_I EI D IIJ RIgvr —1- AN F rL )C4 IN LET _JiI PIF -H I L ,F Fi ROVCED M I H Bi E D D I," I'JITTEj,, 1 _ T��I�J E BEDDII,G TIT"', l� H .�-.) nRTEf�JT H( `,'a'I'J lv1If�JIP�,1.r1�( ,I'JG II L Cts FC IFI - A! L*' P'( TH C (_ Ni )I 1T FIT "'FHL S(2IL IG1 101'F- ? IHE a�l_JTi. EI EVIL! DETERIvlI ��E L HER 7,',NH -ET: �L�_ �A''vE _. D.LL J A ��TS, LEFT )LES, INLETS, CUTLETS Ttv BE SFS !EG r F-iLITFD AE1E'�L)T. TYPICAL MANHOLE SECTI0N SH0WING BRANCH TE - IN r� rcc E w 0 0 a E ¢x a E ¢n E C} c� E o4E as - Ln I— p co N in 1`� ¢ (� C\j � E uW� ti n ¢a o �z E E E c E \ E `c u u ¢ d O o _E h^ cvE vE gE 9 C U ° rn E fl N h CEJ 0 �� Lu N N -� u N TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 R -, F,I LL 11 IR 1 ! 4' VI'.f� FI 1 H E S H L ^'HEC) L) F r_ 1 E f l [ I!)'i .�.? ALLi_I) TYPICAL MANHOLE PLAN �H'N N�; RRAN( TIE - IN (4) 1" (25mm) DIA HOLES 1 1/2" CN 32 3f L (634mm) DIA 27 1 j2" DIA [38mm] BOLT CIRRCCLE [699mm] 26 1 /4" 7" DIA [17$mm] [667mm] 24'DIA _ Imo- [60606mm] +1 28 7/15- DIA I 5 j6" [722mm] [16mm] 36" DIA Iz 26" [914mm] [650mrn 1 1/2" FRAME SECTION 13/16[38mm] [20mm] 2" (51mm) LETTERS (RECESSED FLUSH) 1/2" _I [79mm] L, 3. �1 3 13/16" 0 22 13/16" 2 1/8- 1 [97mm] [579mm] [54mrn 25" 1 3/8" [635mm] ] 0 11/16" [35mm] 9/16' O.D. OF GKT GROOVE [17mm] [14 M] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/15 X 5/8 X 1 1/2 1$OO„ RUBBER PART# 00981045 SEW �. (2) CORED 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS PICKBARS [5mm.240O`� [41mrn] PART# 00981250 [6mm 1/2" .63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 ID 1.50 OD SS 1 1/$' (29mm) DIA BOSS [13mm] PARTS 00981318 PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL 2) NUT HX NOTES: PARf# 00981 84 11 ZN NYLK 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (2) 1935R 0013585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY NJ.T.S FIG S -I -E TD -26 REVISIONS REV DATE COMMENT BY J 8/27115 FOR APPROVAL DRH 3 I.l MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 a DRH Th V 1/29/16 AMENDMENT II a 6 2/12/16 LETTER OF REVISION DRH 0 0- a 5/25/16 AMENDMENT III DRH 8 L ujW 0 -DJ W a AMENDMENT III FOR APPROVAL DRH 9 8/5/16 u a 0W0g 0 1 DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV 4 w ffflf♦ E- W C) Q O LL,, a 24 o PH rr O Z } o u O2a- Qpzpz> aaco4 0-joTW ua 40_00 0 cn w� u 0 q EM F -A a, O �, R. a a REVISIONS REV DATE COMMENT BY 2 8/27115 FOR APPROVAL DRH 3 10/1115 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 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REVISIONS AMENDMENT IV 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 1-000-2454&48)(PA1-800-242-1776) (VA1.800-552-7001) (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.: OD7 PROJECT: MINOR SITE PI,AN AMENDMENT IVI FOR 5 i TI STREET STATION OVERALL PHASE 1 LOCATION TION OF SITE NORTH OF I-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. NINES 'P .� Lic. No. 043176 41- 9/20/16. NAt SHEET TITLE: WATER AND" SEWER �UTILITY