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Home My WebLink AboutSDP201300065 Plan - Approved Final Site Plan and Comps. 2014-10-30CONTACT INFORMATION REFERENCES ♦BOUNDARY & TOPOGRAPHIC /ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC :" PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97 -159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) +GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS:' PREPARED BY: ECS MID - ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 ♦ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009 -001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET -AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) +FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING 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: "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 *WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - E &S PHASE It AND SWM /BMP DESIGN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 (REVISED 10/01/14) •ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION - BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED 10/01/14) ♦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 AOENCIES ♦ 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, VA22911 TEL: (434) 977 -4511 GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECI )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' 'HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL .ONFORMANC WITH Of.AI R I ATIONS ND GD S. = W -4 IN SI LAN , - "A 91 IN, TAX MAP PARCELS 076M 1- 00- 00 -002A0 076M1 -00 -00 -00260 076M1- 00- 00 -004A0 07700 -00 -00 -011 EO LOCATION Of SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 161, IJ LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 " =2000' ♦ OWNERS: y, an o APO c�; 63 1 , '616 FRYS' Ed RESTMO (434)245 -4932 3B CONTACT: ALAN TAYLOR AVON HOLDINGS, LLC pi=PF 1209 NORTH ORANGE STREET S.J. COLLINS ENTERPRISES WILMINGTON, DE 19801 IDGE90 SPRING loo o G �QC o l:, opQ�¢o ST PTjR1N.E]PA]E31N..ED ]PV 10C H O ri 11F -H SIGHT DISTANCE PROFILES 12A -C LANDSCAPE PLAN 13A-J Avenue 14A -B LIGHTING PLAN 15A -J LIGHTING DETAILS VE o Park e° 0 Nq $ st °a� v� an°o �°¢/ ° RR OVERALL EROSION AND SEDIMENT CONTROL PHASE 3 19 EROSION AND SEDIMENT CONTROL PI;�SE 3 20A -J APPROVED PROFFERS lotz �• � � � •'�• c SEVEN 4,�,� - .. � S�,u` �o�� UINDIN 23 1Gta F� WATER AND SEWER DETAILS s IPV ° y ;, Sho r sy nR y LL G Y • 0 Q¢ w O> � U pa¢ 0 ZYZ> NT mzz0W5 00yCq At 1 HQ� < F- 9000 TRY GRE 0 C y rq 14 631 ° Charlottes ilrity emarle o��ry FJo ny�Se urity Comple at�o � MU12FU elm Ton °o° 0 °r 9 HILL �XNORNLA 4 y(,'.iI z °, c o oO .'�..cn pjC4 -��CT B x , cc 74kg z OP qi� CT C9HA r "' � S F S$■ :?.'e EnN a N ^ ,� ` OY Jc Fy.,6Q�s' gyp' K 2 4. 9 M "te .:^.* 2 CPEEK" 41, �q...z . NDRID e j C9 L p� nQ APNG a O 4 � 4, SORTHVIDOD R yno Yll: �/'t j f ls F'1 tl �S1EM's E T " PAHP Lake OO` LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1 " =2000' ♦ OWNERS: *APPLICANT: NEW ERA PROPERTIES, LLC RIVERBEND MANAGEMENT 14254 CEDAR ROAD, APARTMENT 201 321 EAST MAIN STREET, SUITE 201 CLEVELAND, OH 44121 -3242 CHARLOTTESVILLE, VA 22902 (216)624 -7667 (434)245 -4932 3B CONTACT: ALAN TAYLOR AVON HOLDINGS, LLC OVERALL SITE PLAN 1209 NORTH ORANGE STREET S.J. COLLINS ENTERPRISES WILMINGTON, DE 19801 5B SOUTHWEST BROAD STREET 7A J FAIRBURN, GA 30213 8A -J (770)692 -8300 9A -C CONTACT: DANIEL S. TUCKER PTjR1N.E]PA]E31N..ED ]PV 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2A-B OVERALL (EXISTING CONDITIONS AND DEMOLITION PLAN 3A CRITICAL SLOPES EXHIBIT 3B PHASING PLAN 4 OVERALL SITE PLAN 5 SITE PLANT 6A -J GRADING PLAN 7A J UTILITY PLAN 8A -J WATERLINE PROFILES 9A -C SANITARY PROFILES 10A -13 SANITARY PROFILES AND COMPUTATIONS 10C STORM PROFILES 11A -E STORM COMPUTATIONS 11F -H SIGHT DISTANCE PROFILES 12A -C LANDSCAPE PLAN 13A-J LANDSCAPE DETAILS 14A -B LIGHTING PLAN 15A -J LIGHTING DETAILS 16A -D FIRELANE PLAN 17 PUBLIC RECREATIONAL EXHIBIT 18 OVERALL EROSION AND SEDIMENT CONTROL PHASE 3 19 EROSION AND SEDIMENT CONTROL PI;�SE 3 20A -J APPROVED PROFFERS 21A -B PROFFER ANALYSIS 22 RETAINING WALL DETAILS 23 CONSTRUCTION DETAILS 24A -B WATER AND SEWER DETAILS 25A -B INSPECTIONS DEPARTMENT: DATE: ALBEMARLE COUNTY SERVICE AUTHORITY o49 �4 DATE: Tiltr�r °I PLANNING DEPARTMENT DATE: ENGINEERING DEPARTMENT DATE: VIRGINIA DEPARTMENT OF TRANSPORTATION /��Y•' DATE: i VIRGINIA DEPARTMENT OF HEALTH DATE: ARCHITECTURAL REVIEVV BOARD DATE: FIRE AND RESCUE DEPARTMENT DATE: 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. _Q n e�-1 `�t... iii31 Type --� A;.•pr %,ied by'the Comma /n s +, }c :lob }men', Dcp artment IF REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 w a FOR APPROVAL DRH 0 8/14/14 FOR APPROVAL ' ° 4 8/21/14 PER COUNTY COMMENTS DRH 5 �Q � >owx PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL ga a o -'Df o 000g wQ rte, moc co e E a w p d,0 a rte., W • 0 Q¢ w O> � U pa¢ 0 ZYZ> ES mzz0W5 HQ� < F- 0 cc z C7 C C U U P4 7 U (� RFIVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800-245- 4848) (PA 1- 800 - 242 -1776) (VA 1-800- 552 -7001) (MD 14800 - 257 -7777) (DE 1- 800-282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: SD6 PROJECT: PLAN FOR 5TH STIJLDX1EET STATION V' V EGMd ll.NS 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 1Nww.BohlerEngineering.com 0lot� vl DANIEL R. HINES 7 .0 Lic. No. 043176 �&, 10/30/14 �4 sS�4NAl. ��C� SHEET TITLE: NCO ERN SHEET SHEET NUMBER: I SDP 2013 - 00012 GENERAL DOTES 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 A CCESS I BLE ( A/K/A ADA ) PARKING SPACES MUST BE CONSTRUCTED TO MEET A T A MINIMUM, THE MORE E STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND /OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7, THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK, 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY /EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE- SURVEY, RE- PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME, THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND /OR GEOTECHNICAL REPORT, 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS /SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS /MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD 1S NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND /OR METHODS AND /OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20, NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND /OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION /PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND /OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FIILI. CONFORMANCE WITH LOCAI REGULATIONS AND CODES. 21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND /OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND /OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND /OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND /OR PRESERVE ALL PHYSICAL SITE FEATURES AND /OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIA LS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL , STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND /OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON -SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL DEMOLITION DO'T'ES 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 MARCH 3, 1998 (REVISED JULY 8, 2003) PROJECT NUMBER: 97 -159 �. ; v SURVEY - KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 APRIL 22, 2014 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND /OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TO 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, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER- BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3 %) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND /OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0 %) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (114" PER FOOT OR NOMINALLY 2.0 %) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0 %), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3 %), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0 9/6) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL' LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0 %) FOR POSITIVE DRAINAGE THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC /ANSI A117.1 -2003 AND OTHER REFERENCED INCORPORATED BY COD.) + WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND /OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON - CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON- CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. f ; GENERAL GRADING AND UTILITY NOTES " .. '. 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES 'ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND /OR DISCR PANCY E E BETWE N THE D OCUM EN TS RELATIVE T O THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND /OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND /OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND /OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED /RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS /DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES /SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND /OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE - INS /CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY /SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES /SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UND4R,SROUND. ALL NEW UTILITIES /SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY /SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES„ STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND /OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS- INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENT OF DISCREPANCIES AND /OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND /OR CONFLICTS. 21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND /OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS /FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET /DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH - DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT, PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND /OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND /OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE OR CONSTRUCTED OF DUCTILE IRON PIPE STANCE OF USING MECHANICAL OR SLIP -ON JOINTS FOR A DISTANCE I AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER WATER AND STORM SYSTEMS MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL COUNTY AND /OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO- FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES, 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. 113vs k� �\l v\v .R ..,: ..,. _ .�a ,_ - _...4 :tee • as ,,.,.,. . [IN1111100 m prj^;,mjXN0!qAbm_7l I wo REVISIONS LL DATE Ld Q¢0- BY > 0 W PER COUNTY COMMENTS DRH �o= 6/19/14 ��p zoD nW i zV DRH zo; o F+ DRH oJ ° nm a �O u 9 d 5 = PER COUNTY COMMENTS O o ; � >- a- P4 0 z r O ♦ U o ma_j O 0ZOYZ> U � m }z0D H=Q� -i,- Z) mzaz OJ02W co <X00 ♦0*4* REVISIONS REV DATE COMMENT BY 4 W PER COUNTY COMMENTS DRH W 6/19/14 FOR APPROVAL DRH 3 F+ FOR APPROVAL DRH Z u 9 -, 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH O 7 U � b � W F- F � 9 U 4 d W W U O O 4 � > 4 > X U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1 -800- 242 -1776) (VA 1- 800552 -7001) (MD 1-800- 257 -77TH (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION Ilk. I PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD I. D.: SD6 PROJECT: j[� FINAL SITE PLAN 1 FOR 5TH'°°° °S �°L IREJL a JL S JL A JL ION V ° WJl_aG1V'AA NS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA i I 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.BohlerEnaineerina.com OMr-r- 1 1 1 1 LC: (-ENEIR AL NOTES SHEET NUMBER: 2A SDP 2013 - 00012 SURVEY STRUCTURE INFORMATION SANITARY SEWER MANHOLES: STORM STRUCTURE SCHEDULE: (ASSUME ALL R.W.S.A. ON MAIN L1 S 25 °45'15" E INTERCEPTORS ALONG MOORES CREEL: #1 ES -1, 15" RCP AND BISCUIT RUN; A. C. S. A. ELSEWHERE.) L3 INV = 377.20' #1 TOP = 383.89' #2 DI -3C (OLD), L = 8' L5 IN = 378.0' 61.33' TOP = 381.52' S 50 °40'06" E OUT = 377.7' L7 IN = 377.7' 71.97' L8 S 13 °14'20" E OUT = 377.6' #2 TOP = 376.02' 191.43' L10 S 52 °19'19" E IN = 368.2' #3 DI -313, L = 8' 138.06' OUT = 368.1' S 31 °47''38" E TOP = 381.14' L13 S 36 °30'32" E 88.07' OUT = 378.1' 93 TOP = 379.53' L15 S 48 °14'41" E 97.16' IN = 370.1' #4 ES -1, 15" RCP L17 OUT= 369.8' 148.05' INV = 376.55' #4 TOP = 378.21' #5 DI -313, L = 8' 107.58' IN = 3717 S 49 °49'34" E TOP = 383.23' L21 OUT= 371.7' 65.11' OUT = 377.8' MOORES CREEK SS INTERCEPTOR (UPPER): #6 ES -1, 42" RCP #5 TOP = 372.56' S 84 °32'05" E INV = 375.03' L25 IN = 3622 65.58' L26 N 52 °40'13" E OUT = 362.0' #7 VAULT MANHOLE CF CUBIC FEET R/W TOP = 385.65' #6 TOP = 373.66 E4 127" IN = 380.1' CENTERLINE IN = 363.4' SLOPE 2 -24" INS (FROM 8) = 376.8' UTILITY POLE OUT = 363.3' CMP OUT = 376.5' #7 TOP = 385.05' #8 HEADWALL, L = 11' SF IN (FROM 7A) = 365.9' TOP = 380.55' n IN (FROM 8) = 364.1' CONCRETE INV (SO.) = 377.44' STATION OUT = 364.0' ACORN LIGHT INV (NO.) = 377.52' #7A (A.C.S.A.) TOP = 384.49' #9 15" HDPE OUTFALL STORM 2" IN = 373.8' TYPICAL SIGN INV = 376.46' CY 8" DROP? IN (FROM SO.) = 370.0' S/W SIDEWALK 8" IN (FROM NO.) = 368.9' #10 DI -1 DECORATIVE OUT = 368.8' TO BE REMOVED TOP = 383.55' DEP DEPRESSED TBRL OUT = 377.7' #8 TOP = 375.21' TC TOP OF CURB - -170- - - ------- - - - - -- 169------ - - - - -- 6" IN = 366.2' #11 15" HDPE OUTFALL DOMESTIC 30" IN = 364.8' TELEPHONE INV = 373.16' SPOT ELEVATIONS OUT = 364.7' TC 516.00 BC 515.55 ELEC ELECTRIC #12 DI -1 #9 TOP = 372.99' ELEVATION TOP = 382.25' TOP OF WALL 6" IN = 367.7' SANITARY LABEL OUT = 373.9' EP 30" IN = 365.0' TYP TYPICAL ttj OUT= 365.0' #13 15" RCP OUTFALL EDGE OF SHOULDER UG UNDERGROUND INV = 364.94' #10 TOP = 374.88' EW END WALL 28" IN FROM #13 = 3657 #14 DI -7 STANDPIPE UNDERGROUND WATER LINE 30" IN FROM #11 = 365.6' TOP = 373.48' EXISTING OUT= 365.6' WIDE OUT = 370.5' #11 TOP = 376.05' #15 15" RCP OUTFALL W/L 127" IN FROM STUB? = 366.7' S INV = 373.82' G 30" IN FROM #12 = 365.9' FINISHED FLOOR W/M WATER METER OUT = 365.8' #16 DI -38, L = 10' FH FIRE HYDRANT :t TOP = 383.88' #12 TOP = 379.74' o IN = 379.8' T 8" IN = 370.5' T OUT = 379.7' GRADE 4 "IN= 371.4' DIAMETER C UNDERGROUND CABLE LINE 30" IN = 366.7' #17 ES -1, 15" RCP # OUT = 366.7' _ _ _ - - - - _ - _ -- - - - ' - - - - - - INV = 374.92' BISCUIT RUN SS INTERCEPTOR (TO #10): #18 DI -3A #13 TOP = 375.12' SANITARY SEWER MAIN TOP = 385.23' GL IN = 366.0' �cf IN = 379.9' "(f OUT = 365.9' GRATE OUT = 377.4' #14 TOP = 375.32' #19 ES -1, 15" RCP HDPE IN = ?' i\D) INV = 373.52' r O`1 OUT = ?' HIGH POINT WM (9 WATER METER *(LOCKED SHUT & BROKEN) #20 DI -3A wV WATER VALVE TOP = 387.81' #15 TOP = 376.70' GAS VALVE IN = 380.5' INT IN = 367.6' ® OUT = 375.5' ® (VENT = 3750) INVERT LF LINEAR FOOT OUT = 367.4' #21A 4" PVC OUTFALL 1�7-j LOC LIMITS OF CLEARING INV = 363.77' MOORES CREEK SS INTERCEPTOR (LOWER): HEADWALL OR ENDWALL �aR� #16 TOP = 371.53' #21B 4" PVC OUTFALL tit IN= 361.0' O INV = 363.54' LINE OF SIGHT OUT = 360.7' LOW POINT CURB INLET El #22 ES -1, 24" RCP #17 TOP = 370.32' O INV = 363.84' MAXIMUM IN= 359.9' ELECTRIC MANHOLE O MIN OUT = 359.6' #23 DI -12C, L = 4' O MH MANHOLE TOP = 377.92' #18 TOP = 370.23' ELECTRIC BOX OUT = 365.6' OC 30" IN = 359.4' ® ELECTRIC PEDESTAL FE 8 ?" W (FROM NO.) = 361.5' #24 15" CMP OUTFALL POINT CURVATURE 8 ?" STUB IN (FROM SO.) = 361.2' PCCR INV = 368.49' ® OUT = 359.3' ® TEST PIT `� #25 15" CMP #19 TOP = 370.02' INV = 369.07' BORING IN = 358.6' OUT = 358.4' #26 15" CMP OUTFALL INV = 369.66' #20 TOP = 368.86' 30" IN = 357.0' #27 15" CMP 15" STUB IN = 358.3' INV = 369.75' OUT = 357.0' #28 12" CMP OUTFALL #21 TOP = 366.63' INV = 374.92' 30" IN = 356.2' 8" IN = 361.6' #29 12" CMP 8" DROP? IN = 357.6' INV = 375' OUT = 355.7' #22 TOP = 365.18' IN = 354.7' OUT = 354.2' VDOT GENERAL NOTES REVISED 3/28/13 1. THESE PLANS WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF: VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR 24VAC -30 -92 EFFECTIVE MARCH 9, 2009 AND VDOT ROAD DESIGN MANUAL APPENDIX SCHEMATIC STREET LAYOUT AND COMPUTATIONS OF CONNECTIVITY INDEX ARE PROVIDED WITH THESE PLANS PER 24VAC30- 92 -60. 2. METHODS AND MATERIALS USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS. 3. ALL UTILITIES, INCLUDING ALL POLES, ARE TO BE RELOCATED AT THE DEVELOPER'S EXPENSE, PRIOR TO CONSTRUCTION. 4. OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NOT PERMITTED. ALL UTILITIES WHICH WILL BE PLACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCUMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE. 5. ANY TYPE OF REVERSE CURB (SPILL CURB, CG-6R, ETC.) AND TRANSITION TO THESE CURBS SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY. 6. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT OF WAY. 7. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND /OR THE PONDING OF ANY WATER IN THE ROADWAY. 8. STANDARD GUARDRAILS AND /OR HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY/TOWN INSPECTOR OR VDOT. 9. THE DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING AND /OR SIGNALIZATION PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21 B AGGREGATE IS USED, UD-4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND /OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER. 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE- STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTYITOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE. 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION, SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. LINE TABLE: NUMBER DIRECTION DISTANCE L1 S 25 °45'15" E 45.00' L2 N 56 °52'33" E 56.84' L3 N 73 °44'05" E 70.94' L4 S 85 045'33" E 141.07' L5 S 72 033'39" E 61.33' L6 S 50 °40'06" E 64.27' L7 S 35 °27'54" E 71.97' L8 S 13 °14'20" E 89.00' L9 S 34 050'23" E 191.43' L10 S 52 °19'19" E 134.66' L11 S 38 °00'12" E 138.06' L12 S 31 °47''38" E 131.15' L13 S 36 °30'32" E 88.07' L14 S 13 °44'20" E 90.00' L15 S 48 °14'41" E 97.16' L16 S 63 °48'17" E 140.01' L17 S 35 °42'05" E 148.05' L18 S 60 °4753" E 65.32' L19 S 70 036'05" E 107.58' L20 S 49 °49'34" E 72.30' L21 S 41 °13'10" E 65.11' L22 S 87 023'59" E 58.48' L23 S 43 °13'50" E 25.59' L24 S 84 °32'05" E 17.79' L25 N 65 °22'01" E 65.58' L26 N 52 °40'13" E 36.90' SURVEY NOTE 1. SURVEY PREPARED FOR: 5TH STREET STATION, LLC. 2. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 3. THE LOCATIONS OF UNDERGROUND UTILITIES, AND ANY EASEMENTS OVER THEM, ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO DIGGING, TEST BORING, OR UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED, LACKING PRECISE LOCATIONS OF THE UNDERGROUND UTILITIES THIS SURVEYOR CANNOT CERTIFY TO ANY ENCROACHMENTS, OR LACK THEREOF, INTO EASEMENTS THAT ARE CENTERED ON UNDERGROUND UTILITIES AND ARE NOT OTHERWISE REFERENCED TO SURFACE FEATURES OR PROPERTY LINES. 4. AERIAL TOPOGRAPHY PREPARED BY: VIRGINIA RESOURCE MAPPING 210 N 21ST, UNIT PURCELLVILLE, VA 20132 PHOTOGRAPHY DATE: DECEMBER 2002 5. OVERLAP AREA CONTAINING 1,250 SQ. FT. AND SHOWN AS BEING A PORTION OF PARCEL 2A ON A PLAT OF HUFFMAN- FOSTER & ASSOCIATES AND RECORDED IN CO. D.B. 464, PG. 45 AND ALSO SHOWN AS BEING A PORTION OF THE PROPERTY ON A PLAT OF O. R. RANDOLPH RECORDED IN CO. D.B. 257, PG. 47, PLAT. 6. BOUNDARY SURVEYS PERFORMED IN JANUARY 2003 AND FIELD VERIFIED IN AUGUST 2012. UTILITY SURVEYS PERFORMED IN AUGUST 2003 AND APRIL 2013. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. NUMBER DIRECTION DISTANCE L27 N 63 047'21" E 103.27' L28 N 48 051'09" E 117.87' L29 N 72 021'31" E 40.36' L30 N 62 010'58" E 62.92' L31 N 34 023'58" E 40.98' L32 N 59 024'00" E 43.08' L33 N 45 001'13" E 68.60' L34 N 75 °43'43" E 25.27' L35 S 67 014'58" E 54.07' L36 S 80 020'49" E 42.45' L37 N 70 028'28" E 60.94' L38 S 41 ° 13' 10" E 42.28' L39 S 82 017'53" E 75.19' L40 N 51034'57" E 90.10' L41 N 29 °55'52" E 94.32' L42 N 63 028'27" E 68.44' L43 N 43 023'57" E 83.99' L44 N 10 040'38" E 78.62' L45 N 35 °00'11" E 151.39' L46 N 18 051'49" E 133.94' L47 N 30 °37'56" E 135.46' L48 N 72 056'38" E 66.81' L49 N 55° 14'43" E 129.56' L50 N 57 039'54" E 20.00' L51 =N 39 057'32" E 88.99' L52 I N 67 °17'05" E L 19.76' PROPOSED EASEMENT LEGEND 076M1- 00- 00- 002BO, 076M1- 00- 00- 004A0, 076Ml- 00- 00 -OO2A0 & 07700- 00- 00 -011EO SI I - - SIGHT DISTANCE ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) - - STORM DRAIN TYPICAL NOTE TEXT PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9/12/12) SANITARY SEWER - PLAN SET WATER -� - PUBLIC ACCESS SCOTTSVILLE DISTRICT - COMMON SHARED IE I - INGRESS - EGRESS -ff RIGHT -OF -WAY DEDICATION: PUBLIC UTILITY VA 121,241 SF = 2.78 ACRES (APPROXIMATE) VARIABLE WIDTH S PROPOSED IMPERVIOUS COVER: - - - STORMWATER FACILITY MANAGEMENT I OPEN SPACE CALCULATIONS OVERALL SITE REQUIRED OPEN SPACE (25 %) NON -OPEN SPACE AREAS BENT CREEK PARKWAY (ROW) PARK AND RIDE AREA WEGMANS SITE PLAN FUTURE SITE PLANS TOTAL OPEN SPACE REMAINING 3,782,315 SF 945,579 SF 332,896 SF 14,571 SF 633,198 SF TBD 980,665 SF 2,801,650 SF 86.83 AC 21.71 AC 7.64 AC 0.33 AC 14.54 AC TBD 22.51 AC 64.32 AC (74 %) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE FLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION MOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN ,APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD-1 OR CD-2 CROSS - DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS, AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 -552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). FIRE RESCT, TE NOTES: 1. ORDERING AND INSTALLATION OF A KNOX BOX MUST BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE AT 434 - 296 -5833. ZONING AND SITE TABULATIONS PARCEL: 076M1- 00- 00- 002BO, 076M1- 00- 00- 004A0, 076Ml- 00- 00 -OO2A0 & 07700- 00- 00 -011EO ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) FOR ENTIRE PLAN SET NOT TO SCALE ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ASSOCIATED PLANS: ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9112/12) TYPICAL NOTE TEXT PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9/12/12) L J Q CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9/12/12) PLAN SET PROFFER STATEMENT DATED 09 -04-12 (APPROVED 9112112) ACRES FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED 3/13/13) 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: ARCH SITE AREA 13.11 AC (APPROXIMATE) LANDSCAPE PLAN REQUIRED: YES STANDARD DRAWING LEGEND STANDARD DATE ABBREVIATIONS FOR ENTIRE PLAN SET NOT TO SCALE 1 5115114 EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE L J Q FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE a ONSITE PROPERTY LINE/ R.O.W. LINE _ _ ADA AMERICANS WITH DISABILITY ACT PROP PROPOSED - - NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE - - - EASEMENT LINE - ARCH ARCHITECTURAL PT POINT OF TANGENCY _ _ _ - _ - _ _ SETBACK LINE _ - - - , - - - BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN 8 BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE CONCRETE CURB & GUTTER CURB AND GUTTER BK BLOCK PVI POINT OF VERTICAL INTERSECTION � SPILL CURB TRANSITION CURB BL BASELINE PVT POINT OF VERTICAL TANGENCY �_.=7 1 �� DEPRESSED CURB AND GUTTER BLDG BUILDING R RADIUS - - - - - -- O J BM BENCHMARK RCP REINFORCED CONCRETE PIPE UTILITY POLE WITH WITH LIGHT BRL BUILDING RESTRICTION LINE RET WALL RETAINING WALL C POLE LIGHT mrzoW r O J W r CF CUBIC FEET R/W RIGHT OF WAY 04 TRAFFIC LIGHT E4 CL CENTERLINE S SLOPE O UTILITY POLE O CMP CORRUGATED METAL PIPE SAN SANITARY SEWER CONN CONNECTION SF SQUARE FEET TYPICAL LIGHT n CONC CONCRETE STA STATION ACORN LIGHT CPP CORRUGATED PLASTIC PIPE STM STORM -�-- TYPICAL SIGN --0- CY CUBIC YARDS S/W SIDEWALK PARKING COUNTS ZL DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB - -170- - - ------- - - - - -- 169------ - - - - -- CONTOUR LINE 190 187 DOM DOMESTIC TELE TELEPHONE TC 516.4 OR 516.4 SPOT ELEVATIONS ff C516.00 TC 516.00 BC 515.55 ELEC ELECTRIC TPF TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL SAN SANITARY LABEL SAN # EP EDGE OF PAVEMENT TYP TYPICAL ttj STORM LABEL X # ES EDGE OF SHOULDER UG UNDERGROUND SL SANITARY SEWER LATERAL SL EW END WALL UP UTILITY POLE .y UNDERGROUND WATER LINE w EX EXISTING W WIDE E UNDERGROUND ELECTRIC LINE E FES FLARED END SECTION W/L WATER LINE S UNDERGROUND GAS LINE G FF FINISHED FLOOR W/M WATER METER OVERHEAD WIRE OH FH FIRE HYDRANT :t PLUS OR MINUS FG FINISHED GRADE o DEGREE T UNDERGROUND TELEPHONE LINE T G GRADE 0 DIAMETER C UNDERGROUND CABLE LINE C GF GARAGE FLOOR (AT DOOR) # NUMBER _ _ _ - - - - _ - _ -- - - - ' - - - - - - STORM SEWER GH GRADE HIGHER SIDE OF WALL S SANITARY SEWER MAIN S GL GRADE LOWER SIDE OF WALL �cf HYDRANT "(f GIRT GRATE O SANITARY MANHOLE JO�I �� -�i GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE i\D) STORM MANHOLE r O`1 HP HIGH POINT WM (9 WATER METER 0 HOR HORIZONTAL wV WATER VALVE HW HEADWALL GAS VALVE INT INTERSECTION ® GAS METER ® INV INVERT LF LINEAR FOOT TYPICAL END SECTION 1�7-j LOC LIMITS OF CLEARING HEADWALL OR ENDWALL �aR� LOD LIMITS OF DISTURBANCE tit YARD INLET O LOS LINE OF SIGHT LP LOW POINT CURB INLET El US LANDSCAPE p CLEAN OUT O MAX MAXIMUM Q ELECTRIC MANHOLE O MIN MINIMUM O TELEPHONE MANHOLE O MH MANHOLE MJ MECHANICAL JOINT EB ELECTRIC BOX FEN OC ON CENTER ® ELECTRIC PEDESTAL FE PA POINT OF ANALYSIS PC POINT CURVATURE PCCR POINT OF COMPOUND CURVATURE, CURB RETURN ® MONITORING WELL ® TEST PIT `� PI POINT OF INTERSECTION BENCHMARK BORING %114 t*�� REVISIONS REV REV DATE COMMENT BY 1 5115114 PER COUNTY COMMENTS DRH 2 L J Q s (�{ DRH 3 8/14114 FOR APPROVAL 0_Q >ooM a 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 W FOR APPROVAL o� r 0� gp L w m am L-- I 0 0 0¢0 = mrcn5mo_ 8 aLL � w p o Q 2 a a- (D z , s w O J 0a 0, W e� zy,> eP Z mrzoW r O J W r � Q Z < 0 0z:w w 0 �e O O U S2 U W L REVISIONS REV REV DATE COMMENT BY 1 5115114 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH L-- I I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800- 245-4848)(PA 1 -800- 242 -1776) (VA 1- 800 -552- 7001) (MD 1- 800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD I. D.: SD6 PROJECT: FINAL SITE PLAIN FOR 5TH STIDNEET S T A T 1101! ° WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA g2 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 N. www.BohlerEngineering.com TH pF r_ v DANIEL R. HINES P .p Lic. No. 043176 10/30/14 NA ENG 1. . 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I �� 4- : v I . �� . DEMOLITION/REMOVAL LEGEND DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT DEMOLIT(ON/REMOVAL NOTE TYPICAL NOTE TEXT EASEMENT LL 6119/14 I LINE DRH WATER LINE ,_Li _j .cc L <[I I CONCRETE CURB & - DRH UNDERGROUND _ GUTTER - - - - - - - I'------- 5 10101114 PER COUNTY COMMENTS g III, I ELECTRIC LINE �__.= UTILITY POLE DRH 2 2f , �! � Ed " 0 � WITH LIGHT - �7. GAS LINE m___--<�, POLE LIGHT 1"4 OVERHEAD om ca I__ u) �: LL a- 1 . 'A WIRE 111114 TRAFFIC LIGHT - - - - - - - WF. �� TELEPHONE LINE 0 UTILITY POLE - - - - - - - c - - - - - - - CABLE LINE w pl, g LL < < � cl- ��=, �: -1-1-1 w TYPICAL w SEWER LIGHT * ACORN - - - - - - - s - - - - - - - SANITARY LIGHT SEWER MAIN ___9___ TYPICAL 100 HYDRANT z I < �C _j I w SIGN _,� /Ic SANITARY F I - A PARKING \1_j� MANHOLE \ zi-A COUNTS (1) STORM MANHOLE SPOT TC 515.4 ' OR 515.4 ELEVATIONS I wM 0 WATER METER m SANITARY wV WATER rc ry, LABEL cf) $ r- r. :� V4, m VALVE 0) STORM - 11 GAS VALVE �. �- �� H � LABEL ' I __ R - - - - - - - SANITARY SEWER CR GAS � LATERAL I - I METER , '' �. " I 1 1 1 1 . I N\ 1� -, / I / I I ,�/I, ", ,,_�, -, - - I ,kk % % \ \N11m,", 1-11 '"ll,14j, v Z i � i i ; I I I - , I , I - - , - - - I 5 \ V , % IXIN� \ \ \1 ", \ I ; t I N\ \ " "I, - I, I /I I , I ,�� - - - ,_� I I\ X,,,\�\"\\\, "I"Il", If , / I I'', - "I I I I 111 , \ I - - li I � I� v\ 11 , , I I I *01� �1 � I , - 1_�"____ ,� , I 11 IT " 1, ,\ , -, ,:��. " / �, �, I it � !111_�A� " '-, - - ,�,,-,"', .--- I, NOTES: I il." \ -k - I - I � .. W4 1i \IyAlk�. ,-, \ , "-'I , I , , , , ,�,_ -,�-',-,'-',,,/ - - :;o-;� I` - " � - ,�x I , � I I I/ ,-,,-, -1 , -, - //",//,/ ,_�11_1_//,/`,K-,�,--��-- " 1. SEE SHEET 2A FOR GENERAL DEMOLITION NOTES. , . . I A IM .t� I , k \ I , - - - ,�x� , " - I '�,-,',' ,__ ;"" " , I �//'I, I " � -- ,-- � - I '\ �'Ik \ ,//,I , ""'11111 ,I . I A. i� -, \ I - I %�IPII�I I � &4��,( 0 X, ,;/, I ,,, -.-I- , ,,I-,- I-', " ,;�; � I I I -, ,,I I- I / ,��__ 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. , - \ \ I _1/ - . I 11 - I ,.,I �p. N, ;��1/1;111 /1111 11 / , , I -5- 1 1 , / �� - ,-, , ,,�,,�I, % l I �� - " I I _: :: ", I I \ "'I I I ��',--,-"�,- - - I f �, 3. REFER TO THE "WATER PROTECTION ORDINANCE PLAN - E&S PHASE 11 AND I I " __ I \ , I ,� I I \ � "I I ��, I , - I I , t N I � 145 I I " 'I, -�::"- , �I I 11 \ I . \ " ,� , I -��,�,,,�--, - , I I . I , 1��`!", I ,\\ 11 . \\ \\\ \1 ',� ,v ..,�,, I /"�Iz. , -,, "I . "I I '% I . f �I If "."\ A\,\ \ \, ,\ � "", �t I I\ I .,� I �m, SWMIBMP DESIGN" REFERENCED ON THE COVER SHEET FOR A MORE DETAILED EXISTING CONDITIONS AND DEMOLITION PLAN. 4. TOPOGRAPHY HAS BEEN VISUALLY VERIFIED WITHIN THE LAST YEAR AND IS THE SAME AS LAST DATED SURVEY. / r REVISIONS REV DATE COMMENT _j A k1uIVINILIA 1 0 LL 6119/14 I 0 DRH 3 ,_Li _j .cc L <[I I FOR APPROVAL - DRH . _ - * ;!�!� _.... 5 10101114 PER COUNTY COMMENTS g III, I r I Z ,-; u DRH 2 2f , �! � Ed " 0 � - �7. LLjo=LU � E-, Q� I_ < Lu � (if __.� 901-- 1"4 �Z. , 0 4 om ca I__ u) �: LL a- 1 . 'A .. -, *** I WF. �� ,,� 9 1-L w pl, g LL < < � cl- ��=, �: :c 2 � w z 0 * 1-1 0 � 0 _72,__ . 1 , 0 U m 8 z z I < �C _j I w nmz<z F I 0 _3 0 a: w � 1-04 U) < fl� C) () 9 ***** 0 0 I rc ry, cf) $ r- r. :� V4, 4 .!� T� - ,am, Z �. �- �� H � W :; X �LT41 -� Fr� t � � r4 ." � E ii.-I X �� :� �) P4 6 I 5 �� ;; :� ..!� rz - �� - E� �: � I �;) u: ��) ,4-,� -U!� 2 - - �"-4 F - w 6 :_- 1, 1 5 "I �� 1 I - .-� > �;. �.� :� A 9 ,_; I > 4 1 - 11% u �4 X r REVISIONS REV DATE COMMENT BY k1uIVINILIA 1 0 2 6119/14 I FOR APPROVAL DRH 3 8/14114 FOR APPROVAL - DRH . _ COMMENTS _.... 5 10101114 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH ".- . . 'A THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-BOM52-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) 't'.. _j r APPROVED FOR 'I". - I"PROJECT No.: � V122001 'I DRAWN BY: JLP/C:BC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=120' IIII, CAD I. D.: DP6 4 r, PROJECT: 'I FINAL SITE PLAN - FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA v Af 1b U9 to I Do 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 I,,,l. www.BohlerEngineering.com j "wr k'n bp) Fr.- ,,�� ;� nu 6-1 , ,�,��I�,, �,-o 0 DANIELR.HINES *Pp .0 Lic. No. 043176 A� I .P- 1 14 N A AL - vv r" SHEET TITLE: 1 EXISTING CONDITIONS AND DEMOLITION PLAN SHEET NUMBER: 120 60 30 0 120 I 6!rq - JA W-7-1-1 r_= _tt� 1 "= 120' 4 019�kl ( _SD P 2 013 - 0 0 012 ) I I I I CITY TM. 21B PAR. A01 — _ I ZONED HW I USE RESTA URANT IF BOSWELL SUPPLYLTD. I D B 714 Pg 580 (City) B. 14,P9 S81PLAT(City)— � 1 I �f- L—� r — — cry, . . ..... - G.00,., " ss dXw l- \° CITY TM 21B, PAR 48 �PIA`� ZONED HW USE RESTA URA NT N/L'BNERESTA URANT GROUP IVLLC D B 691, Pg 293 (City) D. B. 17. 7, Pg 579 PLAT (City) \ I I \ \ X � I I. I (fj m FIFTH STREET E EIDED—STAT—E R-OU'][' 31 73 1 � . 5 a 1 ss a® a.SHPB 1, Pg 128 -133 PLAT (City) p <> G? Ca 4 p O ,�` 290 w _ — - v x - ____-°- Ho---.___" 5 - 1 w } `-1 a $ 141 1 g 1 a v� V�`.'+ ° A.o OH QH- - DH 0 _ 01/ Ptl - 0.?i ©H- ); -- -- DH N- - - - X ' Im \ .n. CITY TM. 21B, PAR. 47 ZONED IIW USE .• INDUSTWIAL ENGINEERING N /F1�ICl TELECOMI�IU11rICA77OMS C j?p. D. B. 653, Pg 186 (City) D- - 173, P9 579PLAT (City) r---- 0 s .J1, Fail REVISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL �Oa 4 8/21/14 PER COUNTY COMMENTS DRH 5 � � ME ss DRH Z w FOR APPROVAL p c �zOzzgw , _ STORMWATER FACILITY MANAGEMENT b LL,w �S � D Y < �8m8 R jy OOFOQO= e w O o a y o x z y LL w G U p �a� o zOZ; OZ ~ O w uu11 Q O m02w U) QD_UU m W 'no' AA 0 V T. z z H F ° C!] � z W W � W tJ �" H Z g z G U ti W U Z G O Q M °8 f< U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH _ STORMWATER FACILITY MANAGEMENT I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1 -800- 242 -1776) (VA 1- 800 -552- 7001) (MD 1-800-2S7-7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION STREAM BUFFER LINE ®" PROJECT No.: V122001 :'-� IMPROVEMENTS PROPOSED WITH "ROAD IMPROVEMENT PLAN FOR FIFTH STREET CHECK ED D BY: DRH AND BENT CREEK ROAD INTERSECTION," CHECK COORDINATED WITH THE CITY OF DATE: 12/13/13 CHARLOTTESVILLE FOR APPROVAL, / x X x xJ " " -x �"+•. SCALE: 1" =40' X x •► "'� CAD I.D.: SP6 CN STREAM BUFFER 0 G� , . LINE • q ,. F — °mss Tl J - ' 0 �• b 1 STREAM BUFFER LINE 4 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FU .ONFORMANCE WITH LO .AL REGULATIONS AND CODES.ONFORMANCE WITH LO .AL REGULATIONS AND CODES. �. �! DR4 /N4GE EASEMENT D.B.. d77 Y7.. r �L r ENTSPROPOS D STREET IMPROVEMENTpLpNFOR IMPROVEM CREEy, LE °., BENT pLBEMAR _ �__ �,J r� SSAZI NAIEDANIT �VAIE COON FOR APPR CO X12 +00 F " INE 1 i! iMv }�T 40 20 10 0 40 L��l�l 1 "= 40' PROPOSED EASEMENT SI I — SIGHT DISTANCE — STORM DRAIN — SANITARY SEWER �L WATER PUBLIC ACCESS — ,- - --- COMMON SHARED JE INGRESS- EGRESS PUBLIC UTILITY VA VARIABLE WIDTH S _ STORMWATER FACILITY MANAGEMENT I NOTES: 1 ?' 0 [- -Ll 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. 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVILLE AND VDOT. LANE IMPROVEMENTS SHOWN ARE SUBJECT TO CHANGE. i oto�,Ag PROJECT: ]FINAL SITE PLAN FOR 5TH STREET STATION WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ' ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com ��pLTH pF V DANIEL R. HINES a .p Lic. No. 043176 10/30/14 NAL�G SHEET TITLE: SITE PLAN SHEET NUMBER: 6A I SDP 2013 - 00012 \ NIRGINIp G ZON TF 1 SOUTH qc E iNgD '83) / / EX, LIMITED AXESS FENCE COUNTY TM. 76MI, PAR.1 ZONED LI USE. • VACANT LAND NIF MORRIS CREED YACHT CLUB, INC: D.B. 1711, Pg 424 (Co) D E 464, Pg 45PLAT (Co) I / / 1 � BENCH MARK SET IRON ROD W/ CAP VRGIN14 STATE PLANE COORDINATES SOUTH ZONE (HAD 83) (1994) VS. SURREY FEET NORTHIN0= 3890800.435 FT. EAS77NG= 11482144.227 FT. ELEVATION= 486.25' (NAVD 88) / / / 3(6 / / l9. MATCHLINE - SHEEF"."T 6F GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS OR APPLICABLE CODES, IT 1S THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUI ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANI TM / STM A9A A9 f�7'" i \ ITV ?: IB, RA 52 �° ZONE USE. VACAN Vj AND y° RRIS CREED YA f HT CL UB, IN \ D.B. 723, Pg 47 (Ca � � \ D.B. 464, Pg- 45P AT (Co. \ \ dop / 1 k I STREAM BUFFER LINE I W ` / ��P�R�, QG 3 g 5 ` \ AN.' EWER ESMfi Pg 195 C0 y) SAN �\ SAN C 2 CITY T.M. 21B PAR. 51 COUNTY TM. 76M1, PAR. 2A 7 020 ACRES ZONED PD-SC USE VACANTLAND' NEWERA PR OPER TIES LL C DR 2.456., Pg 595 (Co) �a " '--LIMITS OF � r DISTURBANCE D R, 930 Pg 428 (City) SS DE 464, Pg 45 PLAT (Co.) V �1 -o � "� S f,4M BUFFER L /Nf / co U T ' 7.M 76MI PAID. 2B ZONED PD -,SC \\ USE- VACANT LAND 'G \ A771TT7 T+.T A T T NOTES: i 40 20 10 0 40 1 "= 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 (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. PROPOSED EASEMENT LEGEND v y. cn SIGHT DISTANCE -i r — STORM DRAIN DRH 2 SANITARY SEWER zcn — — WATER 8/14/14 m -n PUBLIC ACCESS 4 — COMMON SHARED / / / 3(6 / / l9. MATCHLINE - SHEEF"."T 6F GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS OR APPLICABLE CODES, IT 1S THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUI ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANI TM / STM A9A A9 f�7'" i \ ITV ?: IB, RA 52 �° ZONE USE. VACAN Vj AND y° RRIS CREED YA f HT CL UB, IN \ D.B. 723, Pg 47 (Ca � � \ D.B. 464, Pg- 45P AT (Co. \ \ dop / 1 k I STREAM BUFFER LINE I W ` / ��P�R�, QG 3 g 5 ` \ AN.' EWER ESMfi Pg 195 C0 y) SAN �\ SAN C 2 CITY T.M. 21B PAR. 51 COUNTY TM. 76M1, PAR. 2A 7 020 ACRES ZONED PD-SC USE VACANTLAND' NEWERA PR OPER TIES LL C DR 2.456., Pg 595 (Co) �a " '--LIMITS OF � r DISTURBANCE D R, 930 Pg 428 (City) SS DE 464, Pg 45 PLAT (Co.) V �1 -o � "� S f,4M BUFFER L /Nf / co U T ' 7.M 76MI PAID. 2B ZONED PD -,SC \\ USE- VACANT LAND 'G \ A771TT7 T+.T A T T NOTES: i 40 20 10 0 40 1 "= 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 (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. PROPOSED EASEMENT LEGEND REV SI I COMMENT SIGHT DISTANCE F — STORM DRAIN DRH 2 SANITARY SEWER FOR APPROVAL — — WATER 8/14/14 — PUBLIC ACCESS 4 — COMMON SHARED IE I 5 INGRESS - EGRESS 4 DRH PUBLIC UTILITY \D� FOR APPROVAL w°�L Q w�iY� VARIABLE WIDTH S VA — — STORMWATER FACILITY MANAGEMENT I f � ; - 1 REVISIONS REV DATE COMMENT J F 5/15/14 PER COUNTY COMMENTS DRH 2 oQZO a FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 Z W 5 Z z z J 4 DRH 6 U b FOR APPROVAL w°�L Q w�iY� �m 5 Wow...... pg W -0 'za z } eo W U o �� 0z2z> B� z m� O� o � Q 0, rw— foorl e.,� --1 OmZo <z (� QO UU `o Z ELI�S2 L uj c£1 M � U W i` REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV` 1-800-2454848) (PA 1-800 -242 -1776) (VA 1-800-552-7001) (MID 1-800-257-7T77) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1" =40' CAD I. D.: SP6 PROJECT: FINAL SITE PLAN FOR �° IE j� 5TH H STREET STATION WE GAMY A NS 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 Cr 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com v DANIEL R. HINES .p Lic. 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L j �\V �� 1 o ° � s �_ ! i • � � - $ � ° \ `` � V c am 4 � U � �` � `o " `' � `' \ r , � - � A �+�: �°, ; r..l \ t S j , .--, C d `� � ,_ ` 4 -. r c� - -- - - -- - -/ - ) CONSTRUCTION STREAM F �o 0 PROJECT No.: VBuf LINE 1 22001 . ----------- DRAVVN BY: JL P /CBC - O ------ 9 CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' 1 - ----- - - - - -- - / - - - --- __ - -- - , 15�- ,i / ____ CAD 1. 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'r i ;- ?� , s- ' , 1 \ + 1 1 NN \\ 1 \ \ \ \ \ \ SAN \ \ 1 1 �. j8 11 \ m I \ (� ..' UJ . <s';i ,�� : ' / ,' I , , 1 t OO V A V ` ` AV A °\ 1V , A �� \ rr.� :3 I ff. /�wo I ._ - 1 \ V J.f i n-` I I _-- // 1 \ mac-- -- \1� \ \ 1 ON \ ON % I I A9M / , ` \� , \ \ ' ` , \ ` TM \\ \ \ \\ o. \, , � fr I / / S ' `, 4Ja ' 4 GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WiTH THIS PROJEi 3K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' :EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FULL .ONFORMANC WITH LOCAI RPRLIL4TIONS AND CODES. m \\ \, \ \l. % i \\ \V A\ `V 1 V AV , 1, 1 \ \ `\ \ f , \ I 7 `� \I ` \ If \ jE'S \ \ , , \ _- \ \ I, \ \\ `\ �`�, 1 ! ��\\ 1 1 / / - - _1IX /I _�, I v yvv °� 1vv`v1` v 1 �° v 1° AI� V i i i i I - 51 V 1 V A I 1 1 v ! 1 , 1 I � 1 J , 1 l 1 v I `, ` \\ . \ \ \` \\ \ \ `,\ \ \`,\ . `� `\ `\ \ \ \ ` \ \\ \ \`\ , \\ `\ \\ \\ \ \ \\ \ \ \ \\ \\ \\ 1 i ,`` i 1 t \ x\ I I 3T \o ; , \\ 1 0 \1`� \iP \\ 1 , 1 \ p \ + 1 n \ I \ (� \ \ \ \ \\ \ +\ 1 \ \ \ \ \ °\ \ \ \\\ \ \\ 11 \\ it 40 20 10 0 40 1I,= 40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONE�NAD 83) (1994) U.S. SURVEY EET NORTH ING = 3890940.175 FT. EASTING= 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) ,kv& � 'I \A REVISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 w FOR APPROVAL DRH 0 8/14/14 FOR APPROVAL J Q Q >°¢ 3 I 8/21114 PER COUNTY COMMENTS DRH 5 2 PER COUNTY COMMENTS DRH Z w FOR APPROVAL 0 -- 2ZZZ LL, O —W Q w'I- It 1 4�M i I .0 W � w ,w 444444 P4 t_1 L14 0 w 0,< o } .2 F P,� �: = Z } , s w C u 0 ¢Q o ZYZ> �8 H r1 >:Z0 0 9� z I - QO JW OmO2w InQ�UU �� 44444 �1 �j 0 r 9 "� � u� jl F� ! , l W Ci U♦hh W� W J, � N � U , �g �O C H � '� 1 , ' F" U ti w v :g Q 0 �. , . s �.4 § � z : V: is REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21114 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH i I .0 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 - 245- 4848) (PA 1. 800 -242 -1776) (VA 1- 800552- 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: 12/13/13 SCALE: 111=40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FORS 5T HI STREET STATION - W EGMANS 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 H pfi, CJ DANIEL R. HINES .0 Lic. No. 043176 r� �� 10/30/14 SSA - L C SHEET TITLE: GRADING PLAN SHEET NUMBER: TDD SDP 2013 - 00012 ` d, -, 1 I / / J l 1 I /64 ",+ ,/, I / 4 V, /,, \, �� P§ I/ If % -50 wwi • // / /,. - ! /I ,I f lI / j !/ ,I /I \ , `"•.` ------ -- __- _ - - --- -" +-...• r4l - - � /'' , ,' '' ' I / ! /r ! 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' • / ' '-BW 391.00 -_J ` I�' \y ,`1 `\ \\ • \. i ``, \ \\ \\`•y`,\ `\, t, \ \t \\ \ \\ /r 1t \ `, \\ \` \ , \\ \, \\ \\ ` \\ I , I 1 I I rl \, ``, x\ \ \ , \ \ \ \ \ \ \ \ 1 , \ \ \ \ l \ \ \ \ I I I , I 1 7 11 I '' ' _,\ - -`` \ \ \, \\ ? \ , \ \` \, \ \ ' �, ; - - - -- -_ - -- -, I I I I I I I I 11 I / / �r 410 _ -_J - - \ e t ,\-\\,\\\ ` \ \ \ \ \ \ \ \ \ , \ N. \ \ `\ \ - _ 1 J I / I I r I I /I ' , J ` \\ '\ �- 4Q' PRIVATE \\ ' \. `\ ` ` "I \ \ \ \\ \ \ \ \\ \ `\ \ \, `\ \ \ - -- - -- , I ' i t I 1 / , , I % I,., ' ; ' ' I, /'' , ; .`_ -,\ \ ` `\ UTI I ` `, \. '\ 11 \` \`, \\ \ \ w. \ \ t , \ \ t \ \ `\ \ \ \ \ - - - - - - - -- r I , I TM , / I SENIFNT \ , ` , , , �, \ \ \' 19 ` , , ,`'�A - __ - -- ' I I I ; i I I I I // , , / , \ \ \ . \ , \ \ \ 1 \ I , , , , i If 11 ' / , , i , t \ \ \ \ \ \ \ , ' ' r ' / / ' , /' \ I 1 \ , `, \\ \ ` \,.\ ` t \ '\'A\ \\\ \ \\ '` , \'\ \`, \ \ \ , `\ \\ �11� `, `\ \ \`I — I I ( i i f j I I / , \� ' / , / 1 \ \ - \ ,-' / \\ \\ \ \} \ \ \ \\ \ \ \ \\\ 16 ` \\ \\ `\`\ \` \, ` \` \` _ - -- ` I 1 , I I I , , I , , I I I J \ \ \ , 1 1 I // , //% , // / i -- _ -, ; , I \ `, \, \ \ �\ ` ``TW 412.75 - \\ l \\ , \ \ ,\ , �►e \ , t \\ \ \ A t \ 1 ' I ' ' t t t r ' I `\ .' .' ,// .' '' ,.' - - i I + ( `\ N. `\\ ` . BW 405.25 st \ \, \\ \ I \.i '` \ \ \e\ \�\ - ' i I 1 I 1 I ,' , .' ' ' i I 1 \ , `- -- \ ♦ \ ` Q O , \ \ ` , \\ \ , I I I ,\ , ` i I I I I , ; I 11 I '/ ' '' '' ,' ,' i /' . /' 1 ; I , 1 \ , --- \ \ \ ,, ` Q , \ :.\ ` \\`\` :.', } I \ , `\ \, \\ ' ` -1 +\ I , I ; , i I ; , I 'I / ,. / , ; , / , . / , i 1 \ \ ^ 4 , \ \ \ \\ \, \ \ \ ``, \ , 111 , ( I r ,/ I ' t , A V v ♦ v �' �a:. , A -.. \ A A A v . 1\ - / v , �� v '\ 1 V j t 1 \ \ \\ e \ \, ` 1 ' I I I 1 i \ i / I / ,'' I / l 1 I \ \ \-" `, '\, `\ \ \\\ A I\� \'1, ' , \ \ \ \ \`\ \ \`, \` \ } I , - ` I 1 I 4 I ,,' . ,/ . / - ,' / / 1 i , 1 \ ,\ \ _ - \\ \ \ \ , 1 , .;\ , \ , , , 1 \ 1 t , \ \\ , \ , \ `` \ , 1 1 1 , 1 , t I , I I , . . / r 412 /` \ \ \ ` ` a ' ' \ \ ' `\ \ ' \ ' e\ ' I I I t 1 ` ' 1 71 / / , / , i \ \ 1 ` \ ` \ \\ 1 , , / , \ `, \ \ , 1 I 1 1 i t , It inl / I . I I / \ \ \\ t \ ` \ \ \ \ \ r \ ` \'\ \ `, ', \I \ `, . `\ `, -410 `, � \\ \ t i i + ' I ' i I I + It \ I r � / / / // , E�! �'! 'f / ' ' % 'PROP. R.OW.''� I " , / '' ' � 1 I, J // / / / I' J� / I , ,' , ! , I ./o-, 1 11 ,! / ' r TW 1 6.25 ; It % 1 / BW 384.25' % �' ' ! i ' ' '/ ' / ' ' / I� ,I /, I / `/ ` / 1/! I/� ' I' / I` I , I )OO / t rrww,�yy�AtYt�'' / I I / / , , l / 1 , d / J` , ! I / / i / t' I° / I � I � , / f I / / I I I � / i //" !' I ! 1 , / r ' i J , / , / , , , 1 / r' I I / 1`� , 1 / 1 ! I ,/ II P1 1 / t / ! + /I ' / I f I 1 / ' / 1 / I t ! / d _ _ {/r f �f // II,' ' ' i n / % ',,,,_ \ \ 1 \ ` \\ \ `\ \ \\ \ \\ R t, \ 1 �, qCt', \\ \ \\ \ `\ \`, `\ \`•` \' \', ; \ \ \\ \\ ' I\ 1 I I \\ / / , / / \ ' , , y _ \ \ \t t \ \t \, N 4 i� ' \ ", `\ \,` i t ` \\ \ ``�, \ , \ t t \t `t t t \ t tt t , t I \ , , \ I -- ,\ \ / / / , , \ \ \ \ \ \ , , `, \ \ `, \ \ , `\ J \ \ / \ \ , \ \ \,= t \ \ \ \ \ \ \ \ ' `` \ \ I \ \ ?� \ \ -paw ♦ a \ \ \ \ \ t \ / /' / i \ \ ♦ , % \ \ \ \ i ' / J / t t \ \, \ `\ \ i ' } t I , , tt , \`TS Vl'`\`\ `\ `,\..\ C `, ' \ \ \, \ \, \ \ tt t, l / Tj� \I \ ' ,' i >o. °P` 1 'PROP. R.OW. rrll 1I / J (3 r / MA 7ci TCHLINE - SHEET 1 r1 rr - I ; r.r'.._ ill ,n, � 1t• i 1 i TW410.75 - �'+ BW 386.00 1 / i • / i i r J 1 1 - -� / 1 At � �', "ii, ! 1 ` €�j;r � i.. /1 i { I ' 1 1 1 1 jJ j / / / i i ``♦ 1 1 "*� r \ +/t P OP. k}.OWr ,F. BW 381.00 it STM i+ 1 i i r i ' ', \\` 1 ' `, `, + i i ` 1 /r 1 1 r 1 I r I I r I r r ' + 1 ` I i V 1 ' 1 I % ,�..�. c � � • / / r .} }p d ��.1✓�' SD w + 3a2 i I I � ' 1 ' i ' ' 1 I ' r + 1 + 1 I / _I 1 \ , I f � TC 382.87 TC 383.3 / / • Y4 LIMITS OF r `r� \ DISTURBANCE � BW 374.00 w 1 I 1 ♦ 1 f 1 , I , t , i I i , 1 1 ) , \ , { / / \ 1 1 / I 14 ® '., \u'+ TC 383.30 / I 1 1 1 I 1 , ,' ,/,/ / / / / , / I i r y �- 75,+ Q - J � e.•� r i, I I f, f r, f r 1 1 1 r , r r r J 1 rTl 21'7 �1.... � �1 � + i TC - ' m / r' a y r " r /r /1 / 1 ,l , / // , r / \ 1 1 1 , I I 1 /t) I r 1 r / r r I I' 1 / 1 I, / , 1 I 1 1 7 r ! I / J 1 i I ! / r TW 418.00 1 „ r r r r I , r / � / , / r r J ' / � / / I , / 1 1 t�N BW 389.50 I I' ,•,, a r GAS �" , %N\ , t e \ `\ gg2 1 i UTILITY/ /f /r ' TW 394.00 v S BW 374.50 0 / / r / / / - 4 / / // i ' � � J/ � i / i i r 39 TW 419.00 r , , , / / /I , / / / ' , 1 r ( r J / f ( r / / BW 395.30 r `� , r �,:-�' � '• i i t / gb r / 1 � „ ��LIMITS OF �' I J DISTURBANCE /� ; - - -_ ST 20 0000' IN N ' ;,, OJ y 000 0000 000 r� d `, D (7�Lu Z 1 j / ' N TW 410.75 -sue .Y BW 377.60 - - - - -- / � � 410 I � I I � 1, i ' ' ' ` + I r 1 I I I , + , / . , _. -'''• : ' _ � ,.' PROPS`,°= RIP -RAP `Y V• i TC 412.50 TW 417.00 + ' + t I 1 i i i ( ' + 't ev ` + i �� - - -- �/ STM BW417.00 1 i i 'i i / A3 kl_T d "r't..5 Tc' t r r J i r,,, , 1 1 1 1 , , i + e 1 F 4 v- y rnF£'k1 i I `�' i i TC412.16 r. , 1 , 1 \ 8 t t v 1 - MITS OF/ + r I , , + 1 1 , , f i ! `. 1 I / I i +, 1 I I { + 1 , \ 1 GAS_ / MAX ALL ' i r + , , , 1 t , , 1 , v 1 r' URBAN G 373.D0 y .� U , , , , 1 ` , I / : ' , -- � TW 411,00 � , r , I 1 1 , 1 1 r 10 C% ' -�-� e HEIGHT 37.5' f , 1 I I I :. +•. , , I I , , i i , . \ I I , f /\ v BW 374.00 ° TW 412.50 �' �' 1 + 1 , ' v ' + ' 1 `• ' ' i i ,'' `, u 1 TW 411.50 BW 386,50 e BW 374.00 •b ' I I TC 416.11 ' I ' I r A40 � / t 412 1 I � 416 r .2 ... a-s.� , V. , W- r-- -�- -U� W^-+, \ N, \ N1 \ W � , I I , / r AT Jam`°' 4 ' ' I ' ' r', i 1 1 , 1 1 i i ` `e `e i 1 1 1 r r r -- `. I I' 10' PRIVATE UT � 414 1 I ' , 1 ¢� \ , \ e � , ' I��STM TC 420.38 , ' 10' RIVA E ' ` ' I I r I , r r e / - �, i i I A38 _ t � , � -� � 1 1 - � '� EASEMENT ' TW 416.00 , , ,, i i UT10TY y �� BW 391.00 418 STM -'' + ' , , i " ` t + ` ' STM e \ ` ` ' + ' EMEMENf ` 20 ,� \ 1 I , , f r r , / `1 A39 1 1 _, t + � �, : 38 . �." 1 \ , \`, ,`\ I `, \` �`, ,i � Ii 1 1 + I r r 15 "C� �+ ` % ' ` ` t 1 1 STM v GAS ,� , , I , �0' PRIVATE UTILITY '\ ` `\ t i + A41 `, 10 e , , ' �FASEM6rNT / o *.s. RIM 418,90 , , , , \ , -+- �0 STM ,; SS 4r8 �, \` \ �r , SAN ` , 1 , '- �- G 422.20 A4 ,� ,.. 20 } v ` , `e, _- - 6 v ,� 1_ G 421.40 p RIM 420.55 2p TC 420.70 i -? i , `� \_� T _ a RIM 422.30 �--� --- r �- - - - `,- ' --'cam --� _/ �_` , , 422.50 �- \ 7,� e e e 1 f + \ , 1 1 `, TC 423.10 I -� ` - i_ �� - SAN TC 421.40 STM --' ' ` _` ' STM _ \, '` ' ` _ SAN , _ __ _._ /- -�- e t--� A37 - , �- `STM 7�` *' . 7 1 "--- ---- v 5 A6B /. - , ' ' e v `. °. t 26 SS i ,` ` TC 423,30 1 , TC 423,10 G 421.92 J - � ST TW 422.50 ` TW 423.00 , - TC 423.20 I e TW 421.50 - TC 423.40 , TW 422.00 TC 423,4 , e 1 + 42 � IM 23,35 f m STM BW 421.50 - BW 419.00 BW 420.00 , 1 , BW 422.00 STM -- ` `, 't �` ` TC 423.60 i 1 A42 ___- R 1 TC 423.60 , / ' m v RIM 422,60 J , TC 423.5 , 15CP ,` 1 t `� t I; , 6" PV� 15" R�rP RIM 422.60 _ w1 STM \ ' - �m d _ s . , \ , , , 1 TC 423.10 I \ , 24 "RCP , 1 ' + 1 - ° " A43 RCjP DRAINf�GE `, �, \ t � � 1 �+'-` •--� e A26 m ® ` -------- v 1 RIM 424.00 - - -- - - - - -- - TW 421.00 js 2" CMP a I EAS =MENT `\ - , \ \ STM , 1 • \ BW 390.00 _%.V -• " ` _.. '' /� � L µr atiti ` zll ` \\ .D - - -- - - -- _ ` `' \\ RIM 424.00 V t+ ' i i i i j 1 `e - -- -- -- - - - -- y STM Of' - '' DUAL OUT Jr- \ `, `\ 30 "CMR - i \` \ `. \� i " -- - _ _ 4' 24 Ca - -- -- fi5 R PIP!<S RO AULr' 15 CMf� X20 - -- STM t8EE DETAIL SHEE e v \ , - - - -- - v s 14A OF Wf'D; 61 ` e \ , 1 \` \, ,\ rr A23 A24 , t, `, \ , i , , �S \ e ` ' I ` . \ J ' \' \ \ 1 1 `c" I I , \ ✓- , \ STM , _ ', - ` �JfANP P� \ `� \ -Y , `` \, e` '` /' '\ `e `\ i i ' ' i i t 10' PRIVATE ' ® ACCESS ``' .: 1 s \\ - / 'N \ 1 i^ ` ` \ ` ' I t + UTILITI� _ `' y y e 1 1 e . ^ \ \ ,\ ` v e \ `\ `, •. / ' \ \ e a e` \ , 1 .` EASEMENT s~ a r ° 3g1 TW 422.50 ` 1 W GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD +RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUI 'EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AM FU .ONFORMANC WITH OCA R , 14TION AND OD S. -- - \ , .MATCHLINE e SHEET `,1 RIM 426.60 _ r 1 1 ' ` r `�' '~ _ _ \ , - __- /j i i / `\ �` •\ •\ \ ~. 4 ?6 -- - - ---- - - -- qki 40 20 10 0 IL V= 40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONEAD 83) (1994) U.S. SURVEY FEET NORTH ING = 3890940.175 FT. EASTING= 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) L i J LL s i IF rig boa c c U O d � z Z Z= W o - W - o g o J W��F4 gR a' J M.y oo�¢os e O ml - u) >Wa W ♦��'�� R w U U zlz> e6 co ° z ~ F- 0 i W ii i QY �mZaZ �m UJUS U W cq Q�U �j� w z F-� w W U U S� b REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/19/14 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH PER COUNTY 4 8/21/14 COMMENTS DRH 5 10/01/14 PER COUNTY DRH COMMENTS 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1. 800 -552 -7001) (MD 1-800 -257 -7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FOR ST HI STREET WE GM AN S 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' 40 9 5 34 -4500 Fax: 540 349-0321 4 0321 www.BohlerEngineering.com pLTH C p v DANIEL R. HINES 'P .p Lic. No. 043176 10/30/14 s`s�4NAL �G SHEET TITLE: I GRADING PLAN SHEET NUMBER: 7D I SDP 2013 - 00012 v i* / W i `►' r I 1 I � J ' `. r r I I � r II I r I II f// JJ J J' f f r I I r � J ' J''! i ' _ -- -- - / - It _ I if I �� W ;=• ' � 7 ' °a J J f' '''1 'r!, \ \ '\ `\ 1 1 1 � I i ' ' ' 'r, / / 1 ` \ . .../ rF a � � ` ' r I ` ' ��, r rl / I ! ! + 1 I I 1 + `♦ ♦ \ \\ ', , `, , , i i , 1 I I 1 1 1 1` \\ \` g g _ _.__---- _"_ - -_ - k /' TC 406.20 i i i i i i i `v ' ', i i i i + ,( 1 r r i i ` `v v _ _ _ -_ - - -- ---- , TC 408.2 i I i --- - - -- - - _ 1 387.00 - _ --- - -_� ' N TW 410.75 -sue .Y BW 377.60 - - - - -- / � � 410 I � I I � 1, i ' ' ' ` + I r 1 I I I , + , / . , _. -'''• : ' _ � ,.' PROPS`,°= RIP -RAP `Y V• i TC 412.50 TW 417.00 + ' + t I 1 i i i ( ' + 't ev ` + i �� - - -- �/ STM BW417.00 1 i i 'i i / A3 kl_T d "r't..5 Tc' t r r J i r,,, , 1 1 1 1 , , i + e 1 F 4 v- y rnF£'k1 i I `�' i i TC412.16 r. , 1 , 1 \ 8 t t v 1 - MITS OF/ + r I , , + 1 1 , , f i ! `. 1 I / I i +, 1 I I { + 1 , \ 1 GAS_ / MAX ALL ' i r + , , , 1 t , , 1 , v 1 r' URBAN G 373.D0 y .� U , , , , 1 ` , I / : ' , -- � TW 411,00 � , r , I 1 1 , 1 1 r 10 C% ' -�-� e HEIGHT 37.5' f , 1 I I I :. +•. , , I I , , i i , . \ I I , f /\ v BW 374.00 ° TW 412.50 �' �' 1 + 1 , ' v ' + ' 1 `• ' ' i i ,'' `, u 1 TW 411.50 BW 386,50 e BW 374.00 •b ' I I TC 416.11 ' I ' I r A40 � / t 412 1 I � 416 r .2 ... a-s.� , V. , W- r-- -�- -U� W^-+, \ N, \ N1 \ W � , I I , / r AT Jam`°' 4 ' ' I ' ' r', i 1 1 , 1 1 i i ` `e `e i 1 1 1 r r r -- `. I I' 10' PRIVATE UT � 414 1 I ' , 1 ¢� \ , \ e � , ' I��STM TC 420.38 , ' 10' RIVA E ' ` ' I I r I , r r e / - �, i i I A38 _ t � , � -� � 1 1 - � '� EASEMENT ' TW 416.00 , , ,, i i UT10TY y �� BW 391.00 418 STM -'' + ' , , i " ` t + ` ' STM e \ ` ` ' + ' EMEMENf ` 20 ,� \ 1 I , , f r r , / `1 A39 1 1 _, t + � �, : 38 . �." 1 \ , \`, ,`\ I `, \` �`, ,i � Ii 1 1 + I r r 15 "C� �+ ` % ' ` ` t 1 1 STM v GAS ,� , , I , �0' PRIVATE UTILITY '\ ` `\ t i + A41 `, 10 e , , ' �FASEM6rNT / o *.s. RIM 418,90 , , , , \ , -+- �0 STM ,; SS 4r8 �, \` \ �r , SAN ` , 1 , '- �- G 422.20 A4 ,� ,.. 20 } v ` , `e, _- - 6 v ,� 1_ G 421.40 p RIM 420.55 2p TC 420.70 i -? i , `� \_� T _ a RIM 422.30 �--� --- r �- - - - `,- ' --'cam --� _/ �_` , , 422.50 �- \ 7,� e e e 1 f + \ , 1 1 `, TC 423.10 I -� ` - i_ �� - SAN TC 421.40 STM --' ' ` _` ' STM _ \, '` ' ` _ SAN , _ __ _._ /- -�- e t--� A37 - , �- `STM 7�` *' . 7 1 "--- ---- v 5 A6B /. - , ' ' e v `. °. t 26 SS i ,` ` TC 423,30 1 , TC 423,10 G 421.92 J - � ST TW 422.50 ` TW 423.00 , - TC 423.20 I e TW 421.50 - TC 423.40 , TW 422.00 TC 423,4 , e 1 + 42 � IM 23,35 f m STM BW 421.50 - BW 419.00 BW 420.00 , 1 , BW 422.00 STM -- ` `, 't �` ` TC 423.60 i 1 A42 ___- R 1 TC 423.60 , / ' m v RIM 422,60 J , TC 423.5 , 15CP ,` 1 t `� t I; , 6" PV� 15" R�rP RIM 422.60 _ w1 STM \ ' - �m d _ s . , \ , , , 1 TC 423.10 I \ , 24 "RCP , 1 ' + 1 - ° " A43 RCjP DRAINf�GE `, �, \ t � � 1 �+'-` •--� e A26 m ® ` -------- v 1 RIM 424.00 - - -- - - - - -- - TW 421.00 js 2" CMP a I EAS =MENT `\ - , \ \ STM , 1 • \ BW 390.00 _%.V -• " ` _.. '' /� � L µr atiti ` zll ` \\ .D - - -- - - -- _ ` `' \\ RIM 424.00 V t+ ' i i i i j 1 `e - -- -- -- - - - -- y STM Of' - '' DUAL OUT Jr- \ `, `\ 30 "CMR - i \` \ `. \� i " -- - _ _ 4' 24 Ca - -- -- fi5 R PIP!<S RO AULr' 15 CMf� X20 - -- STM t8EE DETAIL SHEE e v \ , - - - -- - v s 14A OF Wf'D; 61 ` e \ , 1 \` \, ,\ rr A23 A24 , t, `, \ , i , , �S \ e ` ' I ` . \ J ' \' \ \ 1 1 `c" I I , \ ✓- , \ STM , _ ', - ` �JfANP P� \ `� \ -Y , `` \, e` '` /' '\ `e `\ i i ' ' i i t 10' PRIVATE ' ® ACCESS ``' .: 1 s \\ - / 'N \ 1 i^ ` ` \ ` ' I t + UTILITI� _ `' y y e 1 1 e . ^ \ \ ,\ ` v e \ `\ `, •. / ' \ \ e a e` \ , 1 .` EASEMENT s~ a r ° 3g1 TW 422.50 ` 1 W GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD +RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUI 'EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AM FU .ONFORMANC WITH OCA R , 14TION AND OD S. -- - \ , .MATCHLINE e SHEET `,1 RIM 426.60 _ r 1 1 ' ` r `�' '~ _ _ \ , - __- /j i i / `\ �` •\ •\ \ ~. 4 ?6 -- - - ---- - - -- qki 40 20 10 0 IL V= 40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONEAD 83) (1994) U.S. SURVEY FEET NORTH ING = 3890940.175 FT. EASTING= 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) L i J LL s i IF rig boa c c U O d � z Z Z= W o - W - o g o J W��F4 gR a' J M.y oo�¢os e O ml - u) >Wa W ♦��'�� R w U U zlz> e6 co ° z ~ F- 0 i W ii i QY �mZaZ �m UJUS U W cq Q�U �j� w z F-� w W U U S� b REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/19/14 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH PER COUNTY 4 8/21/14 COMMENTS DRH 5 10/01/14 PER COUNTY DRH COMMENTS 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1. 800 -552 -7001) (MD 1-800 -257 -7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FOR ST HI STREET WE GM AN S 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' 40 9 5 34 -4500 Fax: 540 349-0321 4 0321 www.BohlerEngineering.com pLTH C p v DANIEL R. HINES 'P .p Lic. No. 043176 10/30/14 s`s�4NAL �G SHEET TITLE: I GRADING PLAN SHEET NUMBER: 7D I SDP 2013 - 00012 J LL s i IF rig boa c c U O d � z Z Z= W o - W - o g o J W��F4 gR a' J M.y oo�¢os e O ml - u) >Wa W ♦��'�� R w U U zlz> e6 co ° z ~ F- 0 i W ii i QY �mZaZ �m UJUS U W cq Q�U �j� w z F-� w W U U S� b REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/19/14 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH PER COUNTY 4 8/21/14 COMMENTS DRH 5 10/01/14 PER COUNTY DRH COMMENTS 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1. 800 -552 -7001) (MD 1-800 -257 -7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FOR ST HI STREET WE GM AN S 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' 40 9 5 34 -4500 Fax: 540 349-0321 4 0321 www.BohlerEngineering.com pLTH C p v DANIEL R. HINES 'P .p Lic. No. 043176 10/30/14 s`s�4NAL �G SHEET TITLE: I GRADING PLAN SHEET NUMBER: 7D I SDP 2013 - 00012 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/19/14 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH PER COUNTY 4 8/21/14 COMMENTS DRH 5 10/01/14 PER COUNTY DRH COMMENTS 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1. 800 -552 -7001) (MD 1-800 -257 -7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FOR ST HI STREET WE GM AN S 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' 40 9 5 34 -4500 Fax: 540 349-0321 4 0321 www.BohlerEngineering.com pLTH C p v DANIEL R. HINES 'P .p Lic. No. 043176 10/30/14 s`s�4NAL �G SHEET TITLE: I GRADING PLAN SHEET NUMBER: 7D I SDP 2013 - 00012 THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1. 800 -552 -7001) (MD 1-800 -257 -7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FOR ST HI STREET WE GM AN S 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' 40 9 5 34 -4500 Fax: 540 349-0321 4 0321 www.BohlerEngineering.com pLTH C p v DANIEL R. HINES 'P .p Lic. 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A A V `, / 1 `•� %!9 1 \ A ` `' \ V I 1 A 1 1 \`, I , - - , \ \ \' I,--," ?\ / /'' ` \ °` \\ `\ \ \ \ \ \ \\ \ \ \\ \ . \ I \1\ '. \G�•�? ` 1 I I , 1 II \— \ \ + \ + \ \ \ it \- , -' `. / \ `` \ 'Al _ _____ _ _ _____ , I \ \ \ \ \ \ t 1 \ \ N. t \ + 1 1 it /� \ \ \ \ \ \\\ \ , ( \\ \ \ -- ' ` ` 422 , \ IN \\ , , \ \ , \ / ra / \ \ It \ \ \\ `\ \ \ \ \ , 1 , v , , A A v ` V A" \ + I I I �, r i 1 V 1 A A \ V A \\ V I , \\ ' 1 \ iii \ + \ \ \ \ \ \ \ \ r•. \ ` 1 \ \ \ \ \ \ \ \ 1 ` 1 , ', ♦ \ °`, , + \ \ \ + \+ - 1 i/ I 1 I S y1 .,S' \ I 1 , 1 1 \ -9 \ \ ,.0 \ \ it \ \ I \ \ \ \ _ ``\ \ I. -�+ ` \ `\ `\ `\ `\ ` , \ + + \+ \ \\ _ ~``+ \ \ \ \ 1i \ \ 1 I 1 , \ l \ \ \ Ni \\ \ i 1 \ I 1 \ \ \ \ \ , \ \ ♦ \ \ \ \ \ \ r \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ + \ 7J \ \ \ \ \ \ + \ \ , \ \ \ \ \` , \ I ` + \ \ \ \ \ \ \ , \\ \ 1 \ ';�-' Z I, \ \ ` \ \ \ \ \ \ \ \ \ / `♦ 4 , ` \ ` ` \ \ \ ` \ + \ I \ \ \ \ ` } :. , \ \ 1 , \ (D.- Y 1 \ r -L. -1 + , \ \ I + \ \ , ``♦ \ +\ \ \ \\ `\ - -- --^' , \, / 7 I \ + \ \\ 1\ \ +\\ \`\ \ �--- .-, `, \ \, +\ i \ \, \\ \ \`\ , Ci \ 1 \ �^,,,�, \ \\ \\ ` \ \ \ \ `\ \ \ \ , , , + I. + / , , \ \ \ 1\ \ `t off-\ , , \ \ \ \ \ \\ - \ \ \ I 7 i \ , , ,\ \\ ` \ + ` 1 \ \ \ \,+ \ %p \ \,\ \ c+cr , \ \ , \ \ \ `, \ \, _, - 1 r ( \ \\ \ I\ \ \ \ , + +\ + \ I \ \ \ I\ I\ \ \ 1 \ \ , \ , Z 7J iJ \ \ \ 1 1 \ \ v v v I , , v v 07 v n , ` ` s `, \ i ' - I 1 / I \ ` \ \ \ \ , \\ \ , , \ 1 \ + \\ \ STM \ 1. \ ' \ \ \ \ i I I ` \ i--. CT\ 1 \ \ \\ \ I \ , ``, ` `\ I\ 1 1 i `\ ♦ `\ `\ `\ \ \ \ \\ \ \ , ( +\ ♦ \ {-9 i'i. , 1 \, 1 \ \ 1 I 1 O tJ', ��, \ \ \ \ \ \ \ I _ "` \\ \\ 1 1 ; ^`` I i I /'- - -'\ \ \\ + \ + `e \, +\ \ \,t \\1 ` :1`, , `\ I , I \ , \ \ \ \" 1 1 1 G \', O \\ , , \ 1 , , , V 1 t , v 1 I 1 I , A V A V` \ , , A A' V , A t 1 I ` ' 1\ \ 1. � 1 + , � I Z y' 'SJ ` A 1 `V ` ` +\ \ ``\ , F 1 \ \ ♦ \ \ as \ 1 -{ 1 +~ `` ` 1 1 / \ , \\ \ `` \ + \\ \ \ \', \ \\ +\ \ \ �� 414 \ \ `\ l\ I\ \ \I \` \ 1 +t I \ \ ,+ \\ \ \\ I\ \ \\ \\ GAS c . Ni \ I I , ``, i 1 \ \ \ ` \ , ` + + \ \\ \\ \ \ \ \\ \1 , I \ I \ ` t \ \ ` \ \ \ ` \ 10 - ,., I I , I A \ 1 , +, I A +V , , A A AV, �`G + RR�TT•10 - 1 A ` ' V `V A ` + `v ' ' \ V ` `, A \ 1 I + r + t 1 1 l , . , \ \ \ \ \ \ \ \ 1 r__ 1 ♦ A V A A A A t , V A A \ 3 \ \ I 1 1 I. I l \ , \ \ \ \ , , , \ 1 1 1 \ \ \ it IN 1 1 1 r \ \ \ \ , \ 1 \ \ `I `\ \ \ , , v v + v STOP \1 \ , \ v t - \\ 11 I I i /,'. - \` ; i I' "`\ + +' I \\ \\ +`\ \ +\ \ +,, e + +\ 1-8 ` \ \\ \ \\ \t \\ \ \t 4 \`I \ l\i t\\ I 1 1 � \ \\ \\ 11\ ` It 1`I 1 1� \` '\ 1` 11, 1) I \/- \ i 1 i / , 1 1 416 \ \\ - `\ \ \ \ I I 1 ' CSC \ \ \ I -•t'` \ ` \ ' t A' I I I /1 \ ' 1` ` + \V A` +' 1 + ' Ve VI v`, I A\ `I \�\ t 1\ \ `I -St 1 + 1 1 `V t `, 1 \CS \ A V 1 \ , 1 I I / , \ , \ 418 _ _ 1 \ , \ \ \ \ 1 t \ 1 + \` \ + \ , .C- � , t \ 1 1 li t 1 1 Cr \ \ \ \ \ 't 1 1 I \ 1 \ \ I'll 10'PRIVATEUTILITY i ,1 ! I\ ` +\ \\ \ `1\ \\\ \\ +t, ` \I , � Ai\ 111 \ V \\'I 1\ \ / � 1 I + I , `I \ \ \ , \ , 1 \ \ \ N " \ 1 i \ t 1 ' \ I I i t , , , \ \ \ \ \ \` \ , , , ' \\ \ , , , 11 1 i I `I 1 t t \ ' I l / ; I 420 t \ \ ` \+ \ \ \ I , \ \ \ \ \ \, \ 1\ l 1 i I 1 t i l 1 + \ ' 11 \\ ` EASEMENT } 1 r I \ `, ` \ \ \\ \ \ `\ \ G 415.60 I ,\ \ \ ` \ \ t \ \ \ \ 11 I , t 1 1 I I \ 1 \ \ \ \\ \ 11 ` 7 f / i t r +, +\ \\ \ \ +\ I + \ \ _ \ \ `\ ` \ 1 \ 1 1 I t 1 \ l l i ; 1 / t 1 , , I L /- \ , 1 I 1 1 ! \ , `. , ` \ + 1 `\ ` ` " , + ` + \ \ , \ t t 1 \ \ 1. \ '1 I I I 11 \\ ` ` % / ^;,• / i i / I I r -\ \ \ \ , I \ ' \ \\ - \ ` \ \ \ \ \ `4s \ ^R \ I \ \ I t \ , \ t \ + \ \ / 1 r + A A , / , V , I V "Cii 1 t 1 I 1 1 1 V\ \ �/ -- -- — \ - - / G 417.45 v , , " v v v 1 f 1 t 11 G 421.40 / i i G 422.10 ` \ `�`. . . ` \ ♦ \ \ , \ \ \ `,\ \ \ , ' \ , \ \\ 1! \ \ + DISTURM4 , 1I .1 \ , \ �\\ ' ,, \\ ,, , \ _�/ \ \ \ \ \ \ \ \ t 1 \ I / \ t \ \ \ / , / I n —� °` °` +` --' '` `'` \\ �\ \` G416.60 \ + ,\ , \ \ \ \ `\ \ \ \ `t \ ,\ \ \ \ / / / - S, N ter- -. -, , \ — — — — — I -- SAN U \ \ \ - -- , + \ \ \ \ \ \ \ \ I 1 \ 1 ` I\ `, `\ ` \\ \ \I '., ,� / 422 = e 1 ,+ \ \ , , - + \ \ \ , , \ \ ,\\ \ s \ \ \ 1 \ \ , , \ i\ k , .___'^ t / ♦ , , / - + \ , I , , \ / I \ \ \ I \ Io-G, p. , \ , t \ I \ - \ \ \ ♦ , ��- t , , `\ \ \ \ \ \ \ � - / / , 9 RIM 422.50 , `\ ` ,, 10 RIM 420 50 `, ` \ \ , ` , \ , / + �\ \ , \ \ \ \ \ + \ \ , , \ ` \ \ \ , \ `�\ �- -� -- _ - - I \ \ _ / \ \ \ ` G 418.10 , \ I , ,\ +` ,,r \\ , , 4 t \ \ \ `\ \ I t\ I / 1 ,---, -- - -- �- r / __. /:___._ -- / / _ — _— v vI v w v v v v X76 + v v \ \t v t I 1 1 v v ( 1 v v / , "_ ` . , I� T -- _ _. /y�� -�' \ try,, ` \ , \ `\ `, `\ `\ \ I \ '� \ \ \\ \\ \, 1 \\ 1\ ' I �-�•_ -. ._ -_. / f -- �'�P.1 I `+ `` , " .. _ -lw `` \ (l `. , \ , \ , t \ , \ \ , ` p�S \ 1\ '1 \1 \ \\ \ + , \ ' ' G 422.40 G 421.92 -� \ ; G 422.60 J , , \ , \\ ,\, , �\ , ,\ r \ \\ \ ,\ \ + \\ `�_ \ \ .r \ ' / / SS \ \ \ API - -- \ "`\ , \ \ , \ , STM \ \ + \ ` `\ ` ' ` ` + \\ \ `+ ` ` \ \ \ A 11 / /I , \ + \ - \`� \ `,\,\"\\ , \ + \ \ \ \ D-3 •'�- PROP. R,OW. \ \ \ \ \ \� + \` \ +` �` \` _ _�� \ I\ ` RIM 423,35 / . \ `. , ♦ -- /r `'' \ + + \ , + + \ + \ \ , + \ \ , \\ _ - 424 - / / -_ - - `-__ , , \ +\ ```,\ \ \ \ \, \ \ ,\.\ \ \ \\ +, , \ \\ \ \I - ,. �\ 1, N \` _ '" - — -- '/ ,- , , ♦ , 1 \ \ \ \ \ \ \ a V, -- -- - - - - -- - - X ,it , *, \\ \� \ \ „,\ \ \. \ •. I. /- ' / - / / / / __ ` \ / / \ \ / / 1 \\ \ a \ ` \ \ \ / -' / / / `- p7 •- - - -- 1 / ( 1 \ \ \ \ ; \ 418 ` , + \ \ \ , , 1 / ,/ \ \ j / / / j ` -- `\ —� +, 1 -/' 1 I I \ \ , `\ \\ ' \ \\ I y + +\ \\ \ +,\ \ \ \ \\ \, \ ` \, ,` \\ \ ,\,\ \\ ,\ \, ' \ ,, % IJ 11 - --- ,/' ~ 424 , I / / ' ' - _ - - -_ \\` , . '' ; t \ \ , \ , \ \ , , \ \ \ + `, ` \ ` fi \ . ` \ ' \ \ \r \ , \\ I / i c� Ir i -- -• `'' --`- \ , - - -- ' -- \, \\ \, \\ \\ \\ \ \,\ \\ y `, \ \ \, `; ,I •, \ ,, `C� ,`,I ` -`o� 1 w ^ I. - \ \. , - - -- ________ -, / 11 -'/ i / / / \ \ / / / \ ` r \+ `+ It I It + I \ I I` \ \` `+ `'` \T\ \+�..\`` `\ . I ` N. `\, ,\ \ IN + I i i f I I 1 ♦ \ J / i / / -- , i N..”, l , 1 \I , , I \, `\ ` ", I ` I\ \ ♦ ` `\ ` \ O \\0 / , € `> !I /I ( I' I 1 l \\ i j 1 r I / I, 4�4 `+ \ \ ``I i Y \. II, `•\ +, ` ` \\ ` ,\ \\ \ +\I ` \ \\ \;\,0 '?�- `\ +\; \, ``\ \ �,�. "` ` \ \ !V't/ /- ')4!'/ j / Il ' `, I i 1 1 I ! /_____.. \ `I, I �'A' \ , ~` , "` ,- , \ \ ♦ I\ , \ , - \ \\ / 1 \ I - \ " `` I I , - /� /� � t\ 1i \\ I` \ �. ... ~-' ``` 1. I j I i / -/ - ' `` i '� ! f I 1 F I \ `` `I 1 ` "" , `, `..` ,+ ` \I; \ R �`+ ,,� I ``, ` \ `� - " ` -- - ` °``I +I , \ % \ \ r i , I i_ `. , r . - \ - + I� I '( 1 , ! , I . , . ` �- , / \ I `. , `, - _ 1 , r \ "I-', 1 i , - , 1 f i . ,`\ I . , . I f 1 ` '. MATC�HLINE a SHEET 7� I , ; ,iii , ` - - -. -'/ _ _ \``, `` `� �� v�` \ I 1 I + ; . 1 I , I I I I I I I 1 I OP, R,C - \. /I + i 11 \, \ N. i ,/ _ 1 i i i 1 i i' (I I i i `� I. \:- :�..,, STM ` `\ \ �`\ ` `I\ \, `, t , , 1 / _ r r r r r .. \, I I 1 1 - '' 1 + \ 1 , `_\ � � 1 I i 1 i I r r ,l I I t G 410.50 ` > + ` _�. D_2 `\\ \ ` \\ ,\ ,\ ` I Ill,` ! / 1 , l l 1 I \ 1 / _ -` \\ i I 7 + t 1 1 i 1 1 1 I 1 -/ , `\ ,\,\\,\ ` li I ll'� `\ P 1 1 1 1 I \ 1 / - -- - , , t I I , , l 1 / , 1 +, r / \ ` \ \ /It I I V f 4 / I r 1 / — G, \, 1\1 GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC DIRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' 'HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FIJI I CONFORMANCE WITH LOCAL REGULATIONS AND CODES. " :, \ \ , I , �v \ \\ \ \\ `I \ `, It `, `: ♦" % `\ `.\\ - N r `\ `\ \\ \ `\ � \ I, `„ `` \I , \, , \\` „I, \ I \ \.�,, \ . \ . \\ 40 20 10 0 40 1 ..= 40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD Wl CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONE�NAD 83) (1994) U.S. SURVEY EET NORTH ING = 3890940.175 FT. EASTING = 11480691.350 FT. ELEVATION = 416.74' (NAVD 88) SHEET KEY q ' , 10 _a -, 1 - - -I / -"� ]� - _ l �_��_ - % - -- - - - - -� / \ /`% �_ g — �\' / L� I'' / • T5 J F IL --i Q § a T�1 �0. 1 z W �zZZ�w a U LLF O 4 10 1-- cn�wa to W (n * * * *� a/ w !l- e W U LL a w � ° P.- � z "L - s 9 ° O* W p a -wJ B I U o--OZ; -@ z� zI- Q O J° 'fl' Ia' w Om02W i-1 H cgQ�UU H ♦��♦ i 9 Fes', 0 �4 Z z h H $ Cfi C7 W - W ' - w W C7 -O � U J $ s F cam-,` � t o F H 8 z O O ;� a: I W 11 u a O g -< 151 z Iff U I~ w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 14M-245-4848) (PA 1- 800.242 -1776) (VA 1- 800 - 552- 7001) (MD 1- 800 -257- 7777) (DE 1- 800.282 -8555) IF APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I. D.: GP6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION- WEA\ A \y S 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 k. www.BohlerEngineering.com TH p.4. T DANIEL R. HINES 'a .0 Lic, No. 043176 0 10/30/14 1� pNAI -E�C� SHEET TITLE: GRADING PLAN I SHEET NUMBER: �� 1(7S-DP 2013 - 00012 ` € STM , - �ANHDLE�TYPT,- �� `e ,\ ` ,' °� `� e` / , 1 , t t 10\ r A7 ` �`� `\ \` \ i `, \ `\ \ f `� �\ `\ PRIVATE G, •� ' ' i r / / r % i t , r / , _ , �TC��IL�NE SHE E�[° FFA4ATCHLINE SHEET 7E u ,1 \ `. e 30.001. "%` I T(.I , 429..E l WITH ASUMP UMP :'ATC4293 .t , ♦..: ,. ,• ♦;' . >',. TC 429.65 G 430,00 : r ..... , ... d :.,.:.. '' ♦ _ . - *' 1 �- G 425.67 1 1 1 i f - , 1 .i• 1 1 1 , b' -° _ s ' r STN .. .., .• ,.s..., ~t,��: 1 1 ��`,•. �� .•rt`�' ' - ' ,�w � j ♦• _ 0' PRIVATE r2 3 d r '- :I GAS STM ` STM _, /- ,• e � '� � --- __ -- - ,, C04 •� � It,� UTI ITY ASEMENI _ ` \ -- --- - - - - -- !' ,' -- ,r �) / r -- �^- -- aZ CRP == �� / r �- C06 �— ' 4" T- - - •----- _ J 4 `_ `� - - i r ° ` ..V� _ _- 27.15 Q`y� -� _ —- �,__�• >� —_ �_-- -- —T _ PVC , - __ — " RIM 428.00 ` - - -_` ~_ - -- I / _ 1 CP -'" � p p -• ST M A 1 W_..___,_,__;.�_._YP - r - -- r w `— - — ------- - -- — — - �.� , -2`4 � rQ�' � �� P 4STM ° 15" RCP �1 , r -- G H \ 1 - - -- .. " -- - -_ --" • / f 11B R � � �. ® � ;; \ \�` A16 � .d 4261 28 _ - _ ___ - -- _ -- / t` ; r ` 426 STM ® A22 ® sr ®— m 1 P 430 a 4 1 s p ' / i o 1 428 ,' ,m �;•� . -,-. � -� v 43t Al2 ` -- i % % ,'T, 32 " "- A13 =1\luc� , M 42470 �-- �� r r , �,y 6 W -`- 426 STM A15 ' - -- " -'-- - - -`- ' , ��`� — -- 440 8 - TC =HP 426.2 428 A14 t-� S15 -- •-- . _ sTnn ° �'- `. LIMITS OF 442 - -- 436 , 0 �DISTURMNCE - -_ yT -- -- - t�J � ._`._" -- .__•_� . ' :, }� ---- -- - -__ _ � -''' -- '- _: J r /' i �r /' `. ��=" _>€ 440 - - -- " / 442 442 77 T a , , It \ r - -- - __ - - --- '~" ~ - 438 --------------- 436 10116,5 = - - -- - -- - - , _ 434 1 1 r � t -------- - _ ' - - -..- 430 432 1 DENSE WOODS - - -- 060 ----------- --------- ~'��,� � _ ~~'` u - -- r / F UI ITS OF' _._ -_ '._,= -Z• _ - _ _ 'r; `~ -'1� _ j \`\ - it i/ i i f' / i / i 1 DI�TURBAINCE - -- __. _ -- ___—�------------------------------------------ ~`- - -- _ _ \ GENERAL NOTE: i THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJI 4 SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATI\ SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S 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 CONSTITI :PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AI F I .ONFORMAN . WITH I O . L PFQILII ATIONS AND CODES. j•. G r 11 e RIM 428.251 - STM A30 GAS / • y , , J , , , \ , 1 G� 20 ' Q3a • VIVO- ter. ____•'__ �_ ..�„ � , � /� � � � • ,, 1 / 1 40 20 10 0 1 "= 40' NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15 ". 4. BENCH MARK LOCATED AT CITY CHARLOTTESVILLE MONUMENT, STATION 111 IRON ROD W/ CAP VIRGINIA STATE PLANE COORDINATES SOUTH ZONE (NAD 83) (1994) U.S. SURVEY FEET NORTHING = 3890940.175 FT. EASTING= 11480691.350 FT. 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J _ - _ ` _ _ _ _ _ \',, ,�1 ` -- _ - -- _ �� - - - -- - y = - - -_ _------- - - - - -- `- _ - �"�_� Q - - - -- -_ - - -` - -`_- - - - -- --- --'---- ---- - - - --- - _--- - - -- -- _ _- // , - _ __ _ ♦ __ __'_. -._- - ...___'� _ _ _ _ - •/ _ • -_ �„_ - -_- - - i� ____ fir. _ - ` - - - - - -- - - -- - -- \, `P_ -_ - _ ---- - - - - -- ------------------- - - - - -- P _- _ _ FP ___ _ FP~ ____- FP fiP fiP ,�.,.,.�..�, „`I'�+'� `��~.� �\ ♦`♦ ""..`,.,.,�` - -- - __ _ __ __ _ _ _ Ff-�- `` F!' `_`��`- ��'�►. -------------- ---- - - - - -- Y,,._ -- _ " " "�r ""� OM ORE'S CREEK INTERCEPTOR ' -� - -- ~ , / ♦ ��°' �. �� -- " -~ ,.•• -°'"�" -++ ,.� � � — � ! "� 30' SANITARY SEWER EASEMENT : � / -------- - - - -"' — - - - - - -- — —— — - - -- - -— - - - -- J0 -Z,S � �'."`. - - -- --- _ '�,wo_. ; ' -- APPROX.'�fIEATlOII ��0 ' \ . u, — ' ` r°- \1�� _ - _ 1PC'v�N�� 30" RWSA h SS \ �'�.. \`,� N>,�`, '``` \, - O Rt1SA RCP SS -----........ NpO,'D $ �, �-2 fl ��`\ _______° - -- _ _ NEl ` -� `= \ 1 \ - - SSA \ ` - - - - - -- ___ �\ - ` - - . __ �. —- — — -a- _ --__` - \ _ __ - - - - - -- __- - - - -- -- _ a - - � -- -, \ ♦ - _ - - - - - - -- - - -- - - - _` - - -- _ - ` \ ` ° \ \ __ L _ _ . - - -- - - - - _ , - -- \ 1 \ .. _ _ _ , ♦ -._,_ _ __ _ _ , t t -- 1 I ♦ , _ ♦ . `_� i , 1 - ' - 4 _ - L \ 1 --- ---- - - - - -- m -__ ; _ _ _ I i \ _ `\ - - -- � ` _ - .. __ _ - ,- � -_ -`" Est ` 2 __ - - - - _ . _ _ _ -- - -- - -- , _ _ _ �._ __ . _ .. - - - - -- ` -- ♦ _ _ a __,k _ _ �,' - -- _ - -_ .. _ -- _ __ _ __ _ _ �_ . - i- -�, - _ , _ _ _ _ _ r _ _ _ _ - ` - _ _ _ _ , - - - - -- - 4 - 3 -- _ _ \` \ ' ` _- - __ _ - - _ . - - - - - O-- - _ . \`` ` ' __ _ - __ .- ` g _ - - - - P - - - �' - - - - �' �'� -- ` - - __ __ -_ - _ - - -- _ - - _ - - - - - - -- -_ ` _ - - - -- , __ 7 : - _ - - - -- -- - _ - --- ate` .,, __ __ �'`- ` __ y - - - - - - -- - -- _ - - -- - - -- - _ - - -- - - - - -- - - ' P- -_- ------------- - - - - -- __ - - - - - -- -'_ ' -````` - - -- ` - - - -- - F- _ - -- - - - -- _- -- - -- EL -- ° - - -- -- - - - - - -- -------- - - - - -- - - - - --- --------------- - - -- -_ - — — — ` _ - __ _ °'__ _ _ __ '- -_ _ - ' -` `� - - - - -' - - - - -- --- - - - - -- ------- - - - - -- -- — - - - -- __ - - -- - ------ - - - - -- - _ - _' ,_ - - - _ - - - - -- ` _ _ _ - - - - - - -- -- - - - -- - _ - - - -- - — - _ - - - - - - - - -- - -- -- - - - - - -_ _ _ - - `- - - __ - - - -- - - -- - - - - ---------------- ` \ - - - -- -- - - -- -- - - -- ------- - - - - -- - - - -- - - -_ - - - -- - -- - - - - -- ------ _------------ - - - - -- _ ``- - -_ _ - - -__- _ _ _� _------- - - - - -- -_ _ -- - _ - - -- - - - - . ` �+.� \`' _ _ '_ -- _ - -- - - - - -- - - - - -- - - - - ,ice' ` -�- __ ,_ ` - -- - -- - -- - -- ' - - - -- -' -- - - -- - -- - - -- - - --- - ___ - -- - --- - - -_ -_- - -- ----- - -- --- --- -- - - -- -- - - - „\ . - - _ - _ - ��__ ---- -- - - -- `' - ` - - -- - -- -_ - - -- / - - - - - -- - - - - -- - - �- ___- _ _ / , - - - - -- --- --_ _ - - - -- --- - - - - -- -- - - - - -- TTr Ll4�- - - - - - -- 1 - - -�.o� . , , , '' -- - - -- - - -- _ _ -___` - - - - -- ` `- ``` - -- J - - - - - -- - - - -- -- --- ., ,, `\ ` - S/ BUFFER tr °`. ___�' \,� +- - ®-•�`-'�►"' _ -"_`, r_ - -' , �', i / /,w'J /' '.--- - `____ ____________ ___ ` __ -_^ __ -- ` _- - - _ -...` _ _ _ ,\ , -_ , , , '_ ,-' _ _ - _ __ \ - _ _ _ \ _ _ - - ' _ _ _ _ -_ _ _ \ _ - - - - -- ------- - - - - -- --- - - - - -- , _ _ ___ _, ,- - " - �"a _ __ _ __ _ _ `�-- ---7 -_ -- — — - -- - - - - -- ---- - - - - -- - -- - - -_ ` _ _ - - -- _ _A`; _ - - -- _ - ` -��. �� - - - -- - - -- - _ - - - - - -- - - - - - -- - ---- - - - - -- - - _ _ _ ° _ 0 _ _ __ . -__ _ _ - ` _ -_ / - - -- - - -- - - - - -- - - - - -- -- - -__ -- _ _ , _ _ __ _ ✓ % C� — - -- _ - __ _ _ `. ` w _ _ —= .. '- "" - -- - - -: __ `- -'--,; ~ - _ -- - � %' USSE• VAC� �'LA�I� - -- ---- - - - - -- -_ - - - - -_ _ - -" �` �``��', �-- - _ _ - - ' - �a Ofi AV®I��CL_DlNGSLLC 1 _- -- __ - - - -- ' _ . ` _ _ __ _ - - __ - ` - ` ```,, ``• - —.._ - _- "__- - - - - -_ ----- _'- "__."�5 ___ - ''--•- �.y,>c:� - - . �O`/.41 ��'� ®(l.o.) ,- r -- ` - -_ - -ti _ - `ter. _ E ;��;`. __ _ - �_ m Eo: ___ -- __ ` D E X94 �'� 1� ®PLC Z' - -- - - _____ --------- - - - - -- - -- - - - -- - ' ! -_ _ -_ -( i __ - - -- `- _ ` - - - - - -- - - - -- -- - -- - - - - -- ` ___ - _ --_ ---- - -_ -_- _ - - - - -- - - - - - -- - _ - _ - ` _- - -_ -'- -' _ — — — -- ------ - - - - -- _ - ` _ - - - - ' ' - __ _ -_ - -_ - _ �c� _ -___ -- ----- - - - - -- -_- __ - - -- _ 1 ,-,� -- - -- ^_ -- - _ __ __ __ �' - - -' ` __ 5p _- _``- _�-- J _- - - - - -- - -- - - -- -- -__- -- `- - - - -- - - ----- - - - - -- - - - -- -- - _ _ -- , _ -- -- - -- _ ~ ` ` �� ``� -- �--_ _ _ -_ -- - _ -_ ' - - - -- ` - — _ �\ ,_ -- -- - _ ,.- .....ate �,--.- PROR R SE - -- -� _ =° - "''- '`° rv'' - - -- �- _ -�" - -- __- - - - - - - -- ---- - - - - -- - t� ; "' - R.O.W. AREA _ -.- - - -- _ __ -- - � r -_ ----------------------------------- - - - - -- ' / - - -- �~` #- -- L- --= - -- `- - - - - - - -- - - - - - --- - _ - __ v - - -- '- _ - - - ., �__ -- -� �_- n N� .b �_, _� - -- __ _ - - . - - - - -- - - �'.-. - - - -- - -- - - - - _ - - _ _ - - _. - -- __ -- I AI4 '- - - - -_- - - --- J _ - -" - -- -- 47Q --- - - - - -- - - - -- -- ------ _ - __- _ ' 474 `` _ - - -- _ -__ -/ - _ -- 478 - "' - - - -- "` .. `` ' - - - - - - 2 -- -- - - - - -- _ - - - -° 478 __ - - - - - -- _- - __� -- - - - - -- - -- --- ------ - - - - -- ' ,' v\ _- �_ - -4i I - -- '`" -- - --- _` -- 486 �` = =_- - - - -_ _ - - - -- - - - -- - -- ------ - - - - -- --� - 4P2 _ _ _ - - -_- - - - -- - - - -- _^` _'''°.- `--�,� - __ 476 ___ =_-" i � i -I - -- i � i ; // i ` \`\ '`�.,�� - - - - ~` 4.96'- - -- - " "' 486 - — ; ; ; i ' ; /� \ \ \\ ✓ �J "_, g — _ __- � 1� '__, _ p �� "_. \ - - _ ' - --___ s / °_ `� LIMITS OF 00 1 O_`° _ ---- - - -ti -- _ 498 `��-- �`'t.--__ ',, _ ,,___ \\ �L�/ - �. ;, -- - -- -- - _ 486 I r 1 _� `o`` I I i \ - »- `, ', `\ - _ r �;- '' I I '' _ =' ' �' `_! ` , is _ \ "I 1 � ' '; I \ "' sr ` `- ``- ! // - - - - \ -S, V I , I- - - - - - -_ ` - -- , i I ' �'` i \\ I I i i , I *_ `\ A A\ ,1 ' �� I \ { i i \ , I I 1 I I i i I \l A `, , 1 tn` ' I I \ `` _ , 1 1 I I i I I `, j 4 f i i i I e . 4� '1 J I ' I I `�___ `' 1 I i i I 1 '- ° ``\ ld V..11d 11� \t /HL��E �H )1 A�� / \ I i 1 f i '` I I i _ �- C- �IJ10�T�' �:M 77 �' R.11E 1 I a �Z1.165ACRES GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T fHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD Ih WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FI ILL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. i I i I i i i I I I I 1I I I I I I 'f; �\ \ \ \ 11 `. I I, ! 2 RESERVED .W. AREA I t i 1 I i i I 1 X 1 I , I i `\ I ♦ , `, I 11---- - - - - -- I I ---------- - -- - -I 1 I------ - - - --- c' , ; - _ 2 -___J ____ ____ ___ ____________ __ __ __ L_ -- `, — — — - - - - -- \ \ -- -- - - - - -- , \ - - -- , \ , 1 \, 1 , \ i _ I , 1 i _ _ 1 , ' \ , ' I i 1,; ' i a , -\ I I \ , I , ``\ \ \♦ I I i , i 1 ; ``' - J i , 1 \ I \, �`\ ' 1 \\ ``, I � I I ' 1 \\ i i i ' i I I i 1 I �r.l t I I I Q ' \ \ I t , \ \ \ , \ \ , w� I s >o� o, *2oa 9 z 2z�z�w W °��g¢$ 'y�w0 YJ 12i " Fes-, OOF-¢OT 0 O .I.c Wa w 0 O Q � P✓ 2 Z a 2 W w v) ozoz> 8es m} Z O 1 § 9 HQ�JH �mz¢z �m U)QOfUU i H ♦ * * *♦ 9 P4 F rI Z 4 � F I U� u a ,� U � y W w , c , � 11 u o * o E 5I H � � � a4 n a cc u? w ' ii 5E 0 g z � 2 a - U W 9 REVISIONS REV r I I ^ BY I 1 / / I 'I(I � I PER COUNTY COMMENTS r,rf, t I 6/19/14 t I(' I I ' it, Ir,, I 3 1, 1, \ I f \` DRH 1 �'f 11 (/,' I ( \, ( PER COUNTY COMMENTS , f I i fi I I I �'. �.,,,. , : I I '.. e I DRH r N t, r r ' FOR APPROVAL v I I I 1 1 I , 1 i II i ' �i ( , 1 f i a /' / I `v \ i , f I / Ir \ !` r r r / I I J C.v 1 ' --, \ I ' , r i'' J \ i I - s' i \ i \ I t ' i f f - .� I ; � __� A i I 1 , 1 1 , r �� \ , l , ` , \ 1 , , ; , \ ' \ \ 1 \ \ _ \ \ ` W I \ »\ , \ \ ` , 1 _ _ -- _ - - --! — _ _ ' I `� i if i j ,}' 1, ♦ _ _ _ _ _`__ -- T -- �__. __ _- __ - __'._... - - __ - -- -._- _ - -- -- �tii�` ` -_ _ // -- ,' // J / ! ! t ' �' I , . . . - - - - -- - -- --- -- -'-- -- - - - " _ - _ rr �� -- �- , - -- J J� / 11 i \ ` _ ' - _'__'______ _ __ _ '___ -"___- _ _ `may- - - - --- --- - -- - ."_'_-•_-____--____ Y _.. -._-." - -_____ _ -`r -" -- T - _ - �/- ,i ' i / 4 Il t ` \ I °`-'l _ _ _._____- ` _- ___ --- - -_ _ - O -- __ -".` -- '" �,_ __ ... -- ` - _ -__ - - --. 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'- "" - -- - - -: __ `- -'--,; ~ - _ -- - � %' USSE• VAC� �'LA�I� - -- ---- - - - - -- -_ - - - - -_ _ - -" �` �``��', �-- - _ _ - - ' - �a Ofi AV®I��CL_DlNGSLLC 1 _- -- __ - - - -- ' _ . ` _ _ __ _ - - __ - ` - ` ```,, ``• - —.._ - _- "__- - - - - -_ ----- _'- "__."�5 ___ - ''--•- �.y,>c:� - - . �O`/.41 ��'� ®(l.o.) ,- r -- ` - -_ - -ti _ - `ter. _ E ;��;`. __ _ - �_ m Eo: ___ -- __ ` D E X94 �'� 1� ®PLC Z' - -- - - _____ --------- - - - - -- - -- - - - -- - ' ! -_ _ -_ -( i __ - - -- `- _ ` - - - - - -- - - - -- -- - -- - - - - -- ` ___ - _ --_ ---- - -_ -_- _ - - - - -- - - - - - -- - _ - _ - ` _- - -_ -'- -' _ — — — -- ------ - - - - -- _ - ` _ - - - - ' ' - __ _ -_ - -_ - _ �c� _ -___ -- ----- - - - - -- -_- __ - - -- _ 1 ,-,� -- - -- ^_ -- - _ __ __ __ �' - - -' ` __ 5p _- _``- _�-- J _- - - - - -- - -- - - -- -- -__- -- `- - - - -- - - ----- - - - - -- - - - -- -- - _ _ -- , _ -- -- - -- _ ~ ` ` �� ``� -- �--_ _ _ -_ -- - _ -_ ' - - - -- ` - — _ �\ ,_ -- -- - _ ,.- .....ate �,--.- PROR R SE - -- -� _ =° - "''- '`° rv'' - - -- �- _ -�" - -- __- - - - - - - -- ---- - - - - -- - t� ; "' - R.O.W. 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T fHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD Ih WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FI ILL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. i I i I i i i I I I I 1I I I I I I 'f; �\ \ \ \ 11 `. I I, ! 2 RESERVED .W. AREA I t i 1 I i i I 1 X 1 I , I i `\ I ♦ , `, I 11---- - - - - -- I I ---------- - -- - -I 1 I------ - - - --- c' , ; - _ 2 -___J ____ ____ ___ ____________ __ __ __ L_ -- `, — — — - - - - -- \ \ -- -- - - - - -- , \ - - -- , \ , 1 \, 1 , \ i _ I , 1 i _ _ 1 , ' \ , ' I i 1,; ' i a , -\ I I \ , I , ``\ \ \♦ I I i , i 1 ; ``' - J i , 1 \ I \, �`\ ' 1 \\ ``, I � I I ' 1 \\ i i i ' i I I i 1 I �r.l t I I I Q ' \ \ I t , \ \ \ , \ \ , w� I s >o� o, *2oa 9 z 2z�z�w W °��g¢$ 'y�w0 YJ 12i " Fes-, OOF-¢OT 0 O .I.c Wa w 0 O Q � P✓ 2 Z a 2 W w v) ozoz> 8es m} Z O 1 § 9 HQ�JH �mz¢z �m U)QOfUU i H ♦ * * *♦ 9 P4 F rI Z 4 � F I U� u a ,� U � y W w , c , � 11 u o * o E 5I H � � � a4 n a cc u? w ' ii 5E 0 g z � 2 a - U W 9 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848)(PA 1- 800 -242 -1776) (VA 1-800 -552- 7001)(MD 1-800- 257- 7777)(DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: GP6 PROJECT: ]FINAL SITE PLAN FOIE 5TH° STREET S A �L ION - V V' J!-s �D A\Y A � S 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 www.BohlerEngineering.com V DANIEL R. HINES T' Lic. No. 043176 D,p 10/30/14 �� S`S��NAIL ��G SHEET TITLE: GRADING PLAIN SHEET NUMBER: 71 SDP 2013 - 00012 N `t \, c. I � I I f i � I ♦ y { f I TCHLINE e SHEET N"' ` , \ IN `\ \ \ , \ \ - cozTY T.M 77, PAR. RE \ \ \ \ \\\\V\ �-�2�.165ACEE,S ZOi A D PD-S( . \, ~Z�1SE• kACANTLAND , , , \ \ \ \ y y "x- \ , IN '` '\ '` ' `IN - -- A VONHOLDING.�LLC „(1 D. -B -28/2 P 510 D B. 894 Pg I8ffPL- A-T -(A� 1 �� \\ _ _ \, \\ 1 ,\ \` •, , \, \ , \ \ `, ` \, ', `\ `, `\ `\ `, ' \` IN AVON STREET `�- _ s;32 °15"5 „ -_ ° \ EXTENDED - STA4 )U 508 �'sQ6 v♦ ,v ♦v , vv v Av Av \, _ -- - - -- - -� - - - -- _ _ I GENERAL NOTE: i THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATN SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORI [TING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITI :PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS Al FI ILL CONFORA�4NCE WITH LO('.AL REGULATIONS AND CODES. I � 1 \ \ \ , \ t t \` IN \\`\ `` 1 'c' ; ` \ \ , ♦ ` ` \ O I / , 1 / � i 1141 I �11 +r 1 I I + I 1 1 1 1 1 r +1 +1 r +111 ! + 1 + 1 1 + I 1 1 r +111 r +111 ! 1 1 1 1 r 1 1 1 1 ! ( +111 1 I 1.1 TS OF-J DISTU E RBANC` -- ti 0 0 0 0 0 I COUNTY T.M.P. 77E1 -1A NIF W4 TSON CORPORATION I USE. • WAREHOUSE DP 460 7PLA T DB 460-3, 6PLAT t \ I N' �I I o ' I i i ".'� , mil"' , � �- .___.- .__.- _ - ----� ��•� '• ATCHLINE e SHEET 71 ------- ' I , I , i P , I = , 1 I I , ' cf) CJI .. , `, COUNTY T M.. 77 PAR, RE w 21,165ACRE/S w USE VACANT LAND;; A VONHOLDING,S LLC D B 2872 Pg 51 ®(Cry)--------- D. B. 894, Pg 180 PLAT (Co.) / / IV Y / 4V S 32'20'02 "' W 423.53' 492 - - - - - -- - - "- 1 1 t 1 i ' 1 1 o,-_ .♦ C ®U1 1 1 N A Vi I I �{ D e D.B. ` 1 `. a 1 \ ` \\ \ \\ 1 n � vv A.a� � 4114 _ \\ S 32 020'02" Ulf 423.5.: _ __ ------------------ T NOV F , i Ho Ho l'o No 7 _ , 1 ' r , f , / I ! I „ f + r 1` N. X \ ♦ I `, X AVONNN STREET EXT NDED - STATE ROUTE 7 2 1 X (VARIA E WIDTHRITV) fSHP 4, Pg297PLAT (Co.) LIMITS OF —i-- ~- DISTURBAN5, $,HPB 9 Pg 3 4 PLAT (C ®� ` t o - , Al — -------------- - - - - -- _ - -- -- ' - - -- - - _ - -___ KO Ho Ho - �--- N F' NO �_® O O O o O -- -- - - , 1 I 1 COUNTY T JfP. 77E1 -1C i N /FA VON S TREET BUSINESS CENTER / USE WAREHOUISE_-------'' DB 611 -480 484 PLAru RE , 1 1 I , 1 40 20 10 0 40 1 "= 40' s I� RFIVISIONS REV DATE COMMENT J P 5115/14 PER COUNTY COMMENTS DRH 2 L� FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL J Q 4 8/21/14 PER COUNTY COMMENTS DRH 5 Ooa PER COUNTY COMMENTS DRH Z 10/30/14 FOR APPROVAL p� w W O Q g k�a F W D_�J O� OOFQO2 m H 0�LL d � Q �x R� W O 0 2 a 0z } �1' o � J H e6f� o0z s zOz L � z =QZ2J"- ' - 0 -0 /n Q YUU 0 r/ cc z F v L � U U cg ��41 1 z V RFIVISIONS REV DATE COMMENT BY 1 5115/14 PER COUNTY COMMENTS DRH 2 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800.245 -4848) (PA 1- 800 -242 -1776) (VA 1-800-552-7001) (MID 1-800- 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12113/13 SCALE: 1 " =40' CAD 1. D,: GP6 PROJECT: FINAL SITE PLAN FOR 5TH STREET ET STATION ° WEGMANS 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 Vv ��pLTH O� L V DANIEL R. HINES y .p Lic. No. 043176 10/30/14 SS�"NA1. E - SHEET TITLE: GRADING PLAN SHEET NUMBER: 7j SDP 2013 - 00012 "M ;, >" d�7 "1 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMAN .E WITH LOf.AI REGULATIONS AND CODES. 2 coo so, LLB i a� f� cJ+ AVON STREET EXTENDED- STATE ROUTE `742 ",X- 0 O hK7 x,- x LIMITS OF DISTURBANCE IA* 15GMP SD — NV: 65.1' I _ , ,T N 15 GMP SO 0 0 0 0 0 0 0 0 0 a I I � f -4 COUNTY T 3L 77, PAR. 11E w 21,165ACRES w X ZONED PD -SC m USE.- VACANT LAND X I A VONHOLDINGS LL D.B. 2872, Pg 510 (Co.) t D 894, Pg18 ®PLAT(Co.) N tX AVON STREET EXT ENDED STATE ROUTE 7 91-� fv X (VARIABLE WIDTHR/JV) rn -� SHPP 4, P�2.37PLAT (Co.) � - —LIMITS OF DISTURBANCE SHPB 9, Pg 3 -4 PLAT (CO.) S,32020'02' 423.53' 9 IA'V 470. — _ _ 93.9' 15 GMP SD C�gy HO HO h10 COUNTY T.M.P. 77E1 -IC COQ /1 NIFA VONSTREET u� BUSINESS CENTER A Vl USE., WAREHOUSE -PROP. RESERVED � DB 611 -486, 484 PLATO r - = R.O.W. AREA J LL �N�sO�gl DRH NO NE Np,O TO 8/14/14 FOR APPROVAL } 4 8/21/14 PER COUNTY COMMENTS S 32 020'02" 423.51' ,0. ic DRH 6 III` VVF i 15GMP SD — NV: 65.1' I _ , ,T N 15 GMP SO 0 0 0 0 0 0 0 0 0 a I I � f -4 COUNTY T 3L 77, PAR. 11E w 21,165ACRES w X ZONED PD -SC m USE.- VACANT LAND X I A VONHOLDINGS LL D.B. 2872, Pg 510 (Co.) t D 894, Pg18 ®PLAT(Co.) N tX AVON STREET EXT ENDED STATE ROUTE 7 91-� fv X (VARIABLE WIDTHR/JV) rn -� SHPP 4, P�2.37PLAT (Co.) � - —LIMITS OF DISTURBANCE SHPB 9, Pg 3 -4 PLAT (CO.) S,32020'02' 423.53' 9 IA'V 470. — _ _ 93.9' 15 GMP SD C�gy HO HO h10 COUNTY T.M.P. 77E1 -IC COQ /1 NIFA VONSTREET u� BUSINESS CENTER A Vl USE., WAREHOUSE D DB 611 -486, 484 PLATO D.B. J LL �N�sO�gl DRH NO NE Np,O TO Im 40 20 10 0 40 111=40' 12 2 NOTES: 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 15 ". 4. 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVILLE AND VDOT. LANE IMPROVEMENTn nuflAn I A Mr- nl 1M Ir/+T -r^ PNLJ A AI ^C COQ /1 DATE u� BY A Vl 'r D DRH D.B. J LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL A 4 8/21/14 PER COUNTY COMMENTS S 32 020'02" 423.51' ,0. ic DRH 6 10/30/14 FOR APPROVAL :�E OOa z�z(9z�w I� U 40 20 10 0 40 111=40' 12 2 NOTES: 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 15 ". 4. 5TH STREET AND BENT CREEK ROAD INTERSECTION IMPROVEMENTS WILL BE COORDINATED WITH CITY OF CHARLOTTESVILLE AND VDOT. LANE IMPROVEMENTn nuflAn I A Mr- nl 1M Ir/+T -r^ PNLJ A AI ^C REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 J LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL W a 4 8/21/14 PER COUNTY COMMENTS DRH 5 o¢Z�Q ic DRH 6 10/30/14 FOR APPROVAL :�E OOa z�z(9z�w I� U LL 0 9 z OOt Q020 C Z �...... LLJ mHV1�lLD LL0: w ¢ z} � ( w a W O . U O 2aJ oz °z> w eg z =Q° °Z z COO OW to ¢ G_ U U i � 0 z W F- V Ug 12 L) �� U acre. a w L) REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245-4848) (PA 1- 800 -242 -1776) (VA 1- 800 -552- 7001) (MD 1- 800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I.D.: UP6 PROJECT: FINAL SITE PLAN FOIE 5TH STREET STATION WEGMA NS 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 v DANIEL R. HINES .Q Lic. No. 043176 10/30/14 SSI4NAL LNG SHEET TITLE: UTILITY PLAN SHEET NUMBER: 8j 16. SDP 2013 - 00012 450 440 430 420 410 400 390 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+60 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 PROPOSED WATERLINE L PROFILE SCALE: 1"= 50 ' HORIZONTAL 1"= 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 FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN L FULL CONFORMANCWIITH LOCAL RFGULATIONS AND CODES. d Y NOTES: 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. • ti REVISIONS J F COMMENT LL 1 5/15114 iL i 2 i Q dQQiq J DRH 3 fil Gil t]0]OWQa- �zzz =w og 8/21/14 Ld0 Jwgo DRH w d J 0 o0 <>0 = PER COUNTY COMMENTS DRH m F(n> LLa- 10130/14 FOR APPROVAL M F F O o a PH 6 O ♦ U o go ea 0 z' z> B� z 2ZO0w � H Q Y J H O Om02w U) Q O_U �8 cn F F U z H ti REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 J DRH 3 8/14114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10130/14 FOR APPROVAL M F F U O W U W ti REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10130/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1- 800 - 242.1776) (VA 1- 800 -552- 7001) (MD 1-800- 257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D.: PW6 PROJECT: FINAL SITE PLAN FOR 5TH STREET WE\L.7TMA S LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA ENGINEERING OHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com TH p V DANIEL R. HINES .p Lic. No. 043176 Aw O � 10/30/14 4NAL SHEET TITLE: WAXTERLINE 10ROFILES SHEET NUMBER: 9A SDP 2013 - 00012 ). 430 420 410 400 390 SANITARY SEWER DESIGN "n" Factor = 0.014 From To Units Flow I Avg. Daily Flow Peak q, Total D, Pipe Slope Length Velocity Q, Capacity q1Q d/D Invert Elev. MH MH Unit Increment Total Factor Peak Flow Size Actual Full Flow Upper Lower (1000 SF) (gpd) (gpd) (gpd) (gpd) (in) ( %) (ft) (fps) (fps) (gpd) (cfs) ( %) ( %) (ft) (ft) 9 8 _ _ 250 - 42 500 4. 0 170 000 8 " 0 0 0 .51 / 9 5 18.1 2 .10 2. 30 519 677 , 0.80 0 32 71 /o 0 39 0 / 400.15 4 399.19 $ - 7 - 14.5 - 250 -- -- 3,625 46,125 4.0 184,500 $" 0.51 % 1$9;51 2.17 2.8Q 519,677 0.80 35.50% 41% 399.09 398.12 7 .... 6 7.5 250 ... ....... _ 1,875 ._ 48,000 4.0 .. .. 192,000 w_ 8" 0.51 % 239.05 2.16 2.30 518,389 0.80 37.04% 42% 398.02 396.80 6 5 110 250 27,500 75,500 4.0 302,000,:, 8 ,� ' - 0,51% - 286`,93 2.39 2.30 517,792 0.80 © 58.32 /0 ° 54 /0 396.70 395.25 5 ... 4 - - 250 - 75,500 4.0 302,000 ........:. 8" 0.51 % _. 205.59 2.39 ... ..... 2.30 ................ 519,154 0.80 58.17% 54% 395.15 394.10 4 3 250 (D m 75,500 4.0 ` 302,000 8" 8,10% 48.12 6.70 9.18 ! 2,070,060 3.20 14,59% 26 % 394.00 390.10 3 2 -- 250 - 75,500 4.0 302,000 8" 2.43% 283.61 4.37 5.03 1,134,164 1.75 26.63% 35% 377.00 370.10 10+00 10+50 11+00 11 4 -- 250 - 35,000 4.0 140,000 8" 5.82% 242.01 4.98 7.78 1,754,060 2.71 7.98% 18% 416.48 402.40 NOTES: Pipe length shown is from inside edge to inside edge of manhole. ml 430 440 420 430 410 420 400 410 390 400 REV DATE COMMENT SAN 1 j� V 6 EX. GRADE W �Oa 6/19114 FOR APPROVAL PROP. G DE 8/14/14 FOR APPROVAL SAN 4 8/21/14 TUB DRH 5 B P PER COUNTY COMMENTS o2 �zzzgLL W 6 10/30/14 `b DRH Lu0 C O r 36.00' - W m�a 1 T1 SAN @ 1.00% 10 Z PROR GRADE -IU¢o= 8" DIP SAN SAN TUB r 75.18 c a Z Z 0 m o a0 M> o 50.00' - a z 8" DIP SAN a ? r @ 1.00% WU S 0 2 IL n PROP. 98% (OD. COD. O m o F- co O O =O COMPACT FILL Z X. GRADE 0 F Q J f a�zZZ (SEE GEOTECHNICAL z � az REPORT) CD omJO =W (D m (D ? r o0 ♦ 4 *0 r` om °oq m O (.Oj (D CD M T LU ¢ m rn M CD CNVMM� O t- Cf)t- Zj Z 00 CL co a.0 � �zzZ o� o �Z U-1 F L 10+00 10+50 11+00 11 4 -- 250 - 35,000 4.0 140,000 8" 5.82% 242.01 4.98 7.78 1,754,060 2.71 7.98% 18% 416.48 402.40 NOTES: Pipe length shown is from inside edge to inside edge of manhole. ml 430 440 420 430 410 420 400 410 390 400 10+00 10+50 440 440 430 430 420 420 410 410 400 400 PROPOSED SANITARY PROFILE e (SAN 6 TO S ]PROPOSED SANITARY PROFILE e (SAN 10 TO STUB 2) SCALE: 1"= 50 ' HORIZONTAL SCALE: 1"= 50 ' HORIZONTAL 1 "= 5' VERTICAL 1 '= 5' VERTICAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN REV DATE COMMENT EX. GRADE 1 j� V PER COUNTY COMMENTS EX. GRADE W �Oa 6/19114 FOR APPROVAL DRH \ 8/14/14 FOR APPROVAL GRAD 4 8/21/14 N DRH 5 B P PER COUNTY COMMENTS o2 �zzzgLL W 6 10/30/14 `b DRH Lu0 C O r 36.00' - W m�a 1 T1 SAN @ 1.00% 10 Z PROR GRADE -IU¢o= SAN TUB r c a Z Z 0 m o a0 M> o 50.00' - a z 8" DIP SAN a ? r @ 1.00% WU S 0 2 IL n OZOZ> (OD. COD. O m o F- co O O =O Z N CL Q Of �> > > ( a00 0,> 0 F Q J f a�zZZ �Z z � az 10+00 10+50 440 440 430 430 420 420 410 410 400 400 PROPOSED SANITARY PROFILE e (SAN 6 TO S ]PROPOSED SANITARY PROFILE e (SAN 10 TO STUB 2) SCALE: 1"= 50 ' HORIZONTAL SCALE: 1"= 50 ' HORIZONTAL 1 "= 5' VERTICAL 1 '= 5' VERTICAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 10+00 10+50 440 430 420 410 400 PROPOSED SANITARY PROFILE d (SAN 10 TO STUB 3 SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL AM REV DATE COMMENT J LL 1 j� V PER COUNTY COMMENTS EX. GRADE W �Oa 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL GRAD 4 8/21/14 N DRH 5 B P PER COUNTY COMMENTS o2 �zzzgLL W 6 10/30/14 `b DRH Lu0 C O r 36.00' - W m�a 1 T1 8" DIP SAN @ 1.00% 0 Z = -IU¢o= ao = 0 0 � CO 00 r c a Z Z 0 m o a0 M> o > > > I'L a z a ? r 10+00 10+50 440 430 420 410 400 PROPOSED SANITARY PROFILE d (SAN 10 TO STUB 3 SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL AM REVISIONS REV DATE COMMENT J LL 1 j� V PER COUNTY COMMENTS DRH W �Oa 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 oC)a DRH 5 W PER COUNTY COMMENTS o2 �zzzgLL W 6 10/30/14 `b DRH Lu0 C O r W m�a 1 T1 Fy Z -IU¢o= w o o 4 a ? r = Z } WU • 0 2 IL OZOZ> m >- Z O Z 0 F Q J f z � az omJO =W U)<Q!0U ♦ 4 *0 0 T � w � Zj Z F cc Z U-1 F L O Z G C u U REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1. 800 - 245 -4848) (PA 1-800 -242 -1776) (VA 1- 800-552-7001) (MD 1-800- 257 -7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D.: PS6 PROJECT: ]FINAL SITE PLAN FOR 5TH S°T]�EET STA Jl I' ° W]EGMANS 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 ��pLTH pF r v DANIEL R. HINES .p Lic. No. 043176 10/30/14 NAL too SHEET TITLE: SANITARY ]uROFILES AND COMP II.J TATIO -/ S SHEET NUMBER: SDP 2013 - 00012 ,:u�a ;. W' t�� _ _ _ _ u. 60" I.D. FLOWSPLITTER_\ MANHOLE _ _ r j I I j INLET SHAPING P f (BY OTHERS) I I I i 1 I A A I I I I � I I II �- -- - CURB (BY OTHERS) to PLAN VIEW SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST TREE FRAME &GRATE CAST IN {NOT SHOWN GALVANIZED AST IN TOP SLAB ANGLE NOSING C TOP SLAB FOR CLARITY) TOP SLAB CURB AND CUTTER< INTERLOCKING JOINT TYP CO (BY OTHERS) ?. STREET to a a N .I DOWEL BARS r1 > 0 12" O.C. z_ FILTE R MEDIA PROVIDED P Q BY AMERICAST a PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM' UNDERDRAIN STONE PROVIDED BY AMERICAST : BY AMERICAST SECTION A -A ()ESIGNATIDN L Invert TREE GRATE QTY ° & SIZE OUTLET PIPE 6 x 4 6' -0" 4'--0" (1) 3x3 4" SDR -35 PVC 8 x 4 8' -0" 4' -0" 1 3x3 () SD - P R-35 4" S R 35 VC x 6 81-00 6' -0" (1) 4x4 4" SDR -35 PVC 10 x 6 10' -0" 6' -o" (1) 4x4 6" SDR -35 PVC 12 x 4 12' -D" _ 4' -o" (2) 30 4" SDR -35 PVC 12 x' 6 12' -0" 6' -0" (2) 4x4 6" SDR -35 PVC 13 x 7 13' -00 7' -0" (2) 4x4 6" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA - DRAWING :AVAILABLE IN TEF FILE FORMAT. DATE: 09 -04 -07 DWG: FfNVV -3 PRECAST FILTER RAC U IT �� rrta1� NARROW WIDTH COKFIGURAI ION Copyright82° °76y AmeHcest US PAT 6,277,274 AND 6,569,321 ' INCOMING PIPE TO + FLOWSPLITTER MANHOLE WEIR (SEE TABLE OUTGOING PIPE FOR TOP ELEV) TO SANDFILTER (SEE TABLE FOR i BYPASS PIPE CONTINUATION) 1 (SEE PROFILE FOR CONTINUATION) ]FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE LOWSPLITER WEIR ELEV (SEE TABLE) OUTGOING PIPE INCOMING PIPE TO SANDFILTER TO FLOWSPLITTER MANHOLE t (SEE TABLE FOR \-BYPASS PIPE CONTINUATION) (SEE PROFILE FOR CONTINUATION) ]FLOWSPLITTER MANHOLE SECTION NOT TO SCALE GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEI RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN PI II L CONFORMAN .E WITH LOCAI REGULaTIONS AND CODES. 6" � � W = 6, -0. I r - -- - ------------- L I I I I r I � P I ! (0 I I I: 1 I i I I I 1 1 PLAN VIEW INLET SHAPING A (BY OTHERS) 4 SDR -35 PVC COUPLING CAST INTO PRECAST 'BOX WALL BY AMERICAST ( OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) STREET 0 s r_ N DOWEL BARS f i+S ® 12" O.C. `r z #, UNDERDRAIN STONE PROVIDED BY AMERICAST n PERFORATED MULCH PROVIDED BY AMERICAST `D UNDERDRAIN SYSTEM BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A -A I MODIFICATIONS DESIGNATION L Invert TREE GRATE OUTLET Pipe GRAVEL SAND FILTER BED Vault QTY" & SIZE PIPE 6 x 6 V -0" 6' -0" (1) 3x3 4" SDR -35 PVC ARE ONLY PERMITTED ROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 07 -07 -06 DING: FTST -2 PRECAST FILTERRAO UNIT fi hm* STANDARD CONFIGURATIOM Cvp}niBbtS2047by.Ame€icasl. - US PAT 6,277,21 AND 6,569,321 SAND FILTER PIPE DESIGN Sand Structure Invert 3' -0 " N Pipe GRAVEL SAND FILTER BED Vault Weir Elev Filter Upper Lower Upper 0.36 Lower Dia Length Slope Bottom at Upper ID 0.71 12 Standard FT _. 6... A B 0.71 0: 5 ... 8 3 x _... 1 7,: ...,3 ... .... 1 Standard FT Structure 0.42 A -16 SF -1 419.70 FTIB -C 419.50 15" 31.22 0.64% 10-1 Standard FT SF -1 0.57 _ _ 8 _ _ _ 0.80 415.75 423.25 FTIB -C SF -1 A -14 415.75 10 x 6 415.54 15" 12.22 1.72% 0.85 10 x 6 8 „ _. ..,...,. A -22 _ .,.__ .......... . SF -2 ....... .... ........_ 419.90.:,. 0.80 419.50 _... ,. , ....................... 15" .... ............ 32.06 ,.... 1.25% 0.45 ..... .. .......,..........1 SF -2 8 ' FTIB -C A25A 0,68 0.85 13 x 7 8 FTIB -C 415,75 423.25 0:85 SF -2 A -1311 415.75 A28A 415.54' 15" 10.59 1.98% FTIB -C ' A29 0.1 7 A -21 SF -3 419.25 T - FIB G 418.50 15" 12.51 6.00% 6 FTI B -C SF -3 0.14 0.85 6 x 4 4 FTIB -C _. 0.13 3 0.85 416.50 424.00 Standard FT SF -3 A -11 416.50 8 x 6 416.25 15" 26.80 0.93% 0.85 6 x 6 6 A -18 SF-4' 421.25 ':A21.00 12 x 6 15" 15.41 1.62% 0.31 0.85 SF-4 6 FTIB -C G$A 0.67 0.85 13 x 7 13' Standard FT 418.50 426.00 SF -4 .. A -9: 418.50 418.15. 15" 35,17 1,00% A -31 SF -5 418.85 418.50 15" 34.84 1,00% SF -5 _ _....... 417.50 425.00 SF -5 VAULT 417.50 409.50 15" 40.17 19.92% U INFLOW ID CMP (SAND FIL BAF 77 PRE - TREATMENT L AFFLE LEANOUT FILTER 1 2" WASHE L FABRIC U') Available Filterra Street(Shade 3' -0 " N where C = 0.86 GRAVEL SAND FILTER BED 0.16 4x8 or 8x4 0.23 Standard 6x6 0.26 8x6 or 6x8 DEWATERING VALVE 24" SAND 12" WASHED 2' GRAVEL ILTER GRAVEL SUBBASE FABRIC " PERFORATED PVC TO PIPE W/ CLEANOUTS � �'T°E�o 1. SEE DETAILS PROVIDED BY THE TYPICAL SAND FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1 " =10' SAND ]FILTEIRN SUMMAIRY TABLE PIPE -- OVERALL LENGTH 2 " -0 FILTERRA LENGTH -- Q A :3i r1 I - _l , CURB - f INLET OPENING ?LAN VIEW TREE CRATE ACCESS MANIHOII TERRAFLUME AND FRAME BYPASS CLEANOUT WEaR TRAY PIPE '" COVER MULCH LAYER, JUNCTION __ , CHAMBER � • � � , � r��. , ., fi a d C�3 OUTLET PIPE •• " "`` ( LOCATION VARIES ) z' +r I A , •. SECTION A A F1 ENGINEERED LTERRA -ENG _ EE ED PERFORATED MEDIA UNDERDRAIN UNIT TO BE SET PLUMB AND LEVEL P DESIGNATION OVERALL INLET MAX BYPASS MAX BYPASS MAX 0UTLET (LENGTH x 'WIDTH) (LENGTH x WIDTH) OPEMNIS PIPE ;SIZE FLOW Crs ' PIPE : SIZE a 4x4 6x4 4, -D" 6" PVC 0:88 15 °_ RCP 5x4 8x4 4' -O' 8" PVC 1.57 15" RCP €4 10x4 _ ..� # " $ 9 O 8 1.57 PVC 15 " RCP n, 6X6 6x6 4' -0 8" PVC 1.57 15" RCP .. 8x6 10X5 4 " -O * 8" PVC 1.57 15" RCP> 1Cx6 12x6 'V_0" * 8" PVC 1.57 15" RCP' 1Zx6 144.6 41-0� 10" PVC 2.45 15 "" RCP 13 e7 15x3 4 O a 10- PVC 2.45 15 RCP 7, Re O LARr,ER OPENINGS ALLOWED AND LIMITED TO 1 LESS THAN MEDIA WICITI•{ Co FILTERRA ENGINMED soulmoNS 111C INTERNAL BYPASS CURB'' 4 WWw,c4;n*C1wES.c0rrr WITH JUNCTION CHAMBER; z �' '.91Y'5 C,'entrsfm7nl9 ❑€ , »fiWl� 4]Q West CAagl�r; 9t9 45°6$- ...... .... "- -- :8°C&3391122 413- 645 - 7001)- 513645 -7993 FAX OATC C, 2r_j4 I SCALE;l14)NE FRCOUrT No.:6'TkG, 09AWN BY-, Oil Filterra° Quick Sizing Table for Type I & Type I I Street Trees Available Filterra Street/Shade Maximum Contributing Available Filterra Street(Shade Drainage Area (acres) Tree Box Sizes (ft.) where C = 0.86 4x6 or 6x4 0.16 4x8 or 8x4 0.23 Standard 6x6 0.26 8x6 or 6x8 0.36 4x12 or 12x4 STM 10x6 or 6x10 0.46 12x6 or 6x12 0.56 13x7 or 7x13 0.71 fj lie fra Bioretention Systems Notes: 1, Typical street tree standards recommend a 1.5" to 2.5" caliper, To accommodate these size requirements, Filterra has appropriately sized each unit at a 5'2" depth (INV to TC) for Type l and Type II Trees. (3" or greater caliper trees will require a 62" depth unit.) 2. A standard schedule - 40 pipe coupling is cast into the wall for easy connection to discharge drain. 3. Recommended Filterra street tree species are characteristic of shallow fibrous root systems preferable of well draining substrates. To aid in tree selection for your site, a list of Filterra approved street/shade tree species list.showing expected ma-wre tree height and spread with sun require- ments is available upon request. 4, Dimensions shown are internal. Please add 1' to each for external (using 6" walls) 5, In line with TR55 data, for commercial developments a minimum (runoff coefficient) C factor of 0.85 is recommended. For residential develop- ments, use of C factors less than 0.50 require individual site review by Filterra. 6. For other target treatment goals, please contact us for Sizing Tables (e.g. uni#orm intensity 0.3 in/hr) 7. This sizing table if valid for VA (treating 90% of annual runoff) and typical fbr the Mid - Atlantic region. FILTERRA SUMMARY TABLE Maximum Contributing Available Filterra Street(Shade Drainage Area (acres) Tree Box Sizes (ft.) where C = 0.50 4x6 or 6x4 0.28 4x8 or 8x4 0.39 Standard 6x6 0.45 8x6 or 6x8 0.61 4x12 or 12x4 STM 10x6 or 6x10 0.78 -12x6 or 6x12 0.95 13x7 or 7x13 1.21 fj lie fra Bioretention Systems Notes: 1, Typical street tree standards recommend a 1.5" to 2.5" caliper, To accommodate these size requirements, Filterra has appropriately sized each unit at a 5'2" depth (INV to TC) for Type l and Type II Trees. (3" or greater caliper trees will require a 62" depth unit.) 2. A standard schedule - 40 pipe coupling is cast into the wall for easy connection to discharge drain. 3. Recommended Filterra street tree species are characteristic of shallow fibrous root systems preferable of well draining substrates. To aid in tree selection for your site, a list of Filterra approved street/shade tree species list.showing expected ma-wre tree height and spread with sun require- ments is available upon request. 4, Dimensions shown are internal. Please add 1' to each for external (using 6" walls) 5, In line with TR55 data, for commercial developments a minimum (runoff coefficient) C factor of 0.85 is recommended. For residential develop- ments, use of C factors less than 0.50 require individual site review by Filterra. 6. For other target treatment goals, please contact us for Sizing Tables (e.g. uni#orm intensity 0.3 in/hr) 7. This sizing table if valid for VA (treating 90% of annual runoff) and typical fbr the Mid - Atlantic region. FILTERRA SUMMARY TABLE MM MM 440 430 420 410 10+00 10+50 440 430 420 410 PROPOSED STORM PROFILE - (A42 TO A27) SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL NOTES: i 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 OF '(2' OR GREATER IN ACCORDANCE WITH THE 2008 ROAD AND BRIDGE STANDARDS 2. ALL INLETS SHALL HAVE INLET SHAPING. SEE SHEET 16C FOR DETAIL. D.A. C Dimensions Inlet Type Structure (Ac.) Value (ft.) Opening FOR APPROVAL DRH 3 8114/14 STM (ft.) A27 STM A6A 0.48 0.85 12 x 6 12 Standard FT _. 6... A B 0.71 0: 5 ... 8 3 x _... 1 7,: ...,3 ... .... 1 Standard FT A7 0.42 0.85 10 x 6 8 FTIB -C A9A 0.78 0.50 10 x 6 10-1 Standard FT A11A 0.57 0.50 8 x 6 8 Standard FT Al2A 0.71 0.80 13x7,:. 8 FTIB -C A15A 0.45 0.85 10 x 6 8 FTIB C A 15 B 0.45 0.85 10 x 6 8 FTIB -C A17 0.28 0.80 8 x 6 4 FTIB -C A23A` 0.45 0.85 10 x 6 8 ' FTIB -C A25A 0,68 0.85 13 x 7 8 FTIB -C 2 A 6A 0 5 0:85 6 6 x _ 4 T B- _ F I_ C A28A 0.35 0.85 8 x 6 6 FTIB -C ' A29 0.1 7 0 85 8 x 4 6' T - FIB G A30 0.21 0.85 8 x 4 6 FTI B -C A36 0.14 0.85 6 x 4 4 FTIB -C A38A 0.13 3 0.85 6 x 4 6 Standard FT A39 '; 0,37 0.85 8 x 6 6 FTIB -C A42A 0.25 0.85 6 x 6 6 Standard FT A4213 0.51 0;85 12 x 6 12' Standard FT 137A 0.31 0.85 8 x 6 6 FTIB -C G$A 0.67 0.85 13 x 7 13' Standard FT Total' 9.34 MM MM 440 430 420 410 10+00 10+50 440 430 420 410 PROPOSED STORM PROFILE - (A42 TO A27) SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL NOTES: i 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 OF '(2' OR GREATER IN ACCORDANCE WITH THE 2008 ROAD AND BRIDGE STANDARDS 2. ALL INLETS SHALL HAVE INLET SHAPING. SEE SHEET 16C FOR DETAIL. REV DATE COMMENT EX. GRADE F 5/15/14 J- DRH 2 LL FOR APPROVAL DRH 3 8114/14 STM DRH A27 STM oillo A42 DRH 5 PROP. GPj DE DRH 6 16.79'- FOR APPROVAL DRH 15" CLASS RCP �J @ 0.89% n❑ N v Lo H � F-� J N U10, . a,! co QQ Q4� 04 am m�w�U_a _ 00 Lo � � CO CO O 6 CU c�.iNr' = O CO W V M r- I- V II N ; V - a) �d.zzp - N V' ZZ0 ♦��♦ c2 n_ a�zzz Cl-�zzz MM MM 440 430 420 410 10+00 10+50 440 430 420 410 PROPOSED STORM PROFILE - (A42 TO A27) SCALE: 1 "= 50' HORIZONTAL 1"= 5' VERTICAL NOTES: i 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 OF '(2' OR GREATER IN ACCORDANCE WITH THE 2008 ROAD AND BRIDGE STANDARDS 2. ALL INLETS SHALL HAVE INLET SHAPING. SEE SHEET 16C FOR DETAIL. REVISIONS REV DATE COMMENT J F 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH pi oillo r4] V DRH 5 CL j 0 �QZwQ 6 DRH 6 10130/14 FOR APPROVAL DRH �J n❑ F-� J U10, . a,! °7Z rT1 ~ m�w�U_a p W ♦��♦ LL LL W p o 2 0 z } s w O U p �aLy �zo :< �8 6s m e� Z }zZ> =zoLLW H QYJL IT om M RIM 2� Oo c4Q_UU 0 ♦ 0040 UD Z w z F �- E Cc •r -'• V W W � Fw W\./ � N �l U cn Z O U Z U p! YSr 2': E U W w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10130/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VW 1- 800 -245 -4848) (PA 1- 800 242 -1776) (VA 1- 800-552- 7001) (MD 1- 800 - 257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D.: PDA6 PROJECT: ]FINAL SITE PLAN FOR 5TH ST11RXEET STATION WEGMANS 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 ��"pLTH per` V DANIEL R. HINES .p Lic. No. 043176 10/30/14 NAL � - . SHEET TITLE: ST M P 'ADNO]FILES SHEET NUMBER: 11E SDP 2013 - 00012 Culvert - Report Temporary Culvert 1 {� p Hydraflow Express Extension for AutoCAD® Civil 3D® 2012 by Autodesk, Inc. PIPE Circular Culvert APRON VELOCITY Invert Elev Dn (ft) = 414.10 Calculations Pipe Length (ft) = 71.00 Qmin (cfs) Slope ( %) = 0.56 Qmax (cfs) Invert Elev Up (ft) = 414.50 Tailwater Elev (ft) Rise (in) = 12.0 APRON WIDTH Shape = Circular Highlighted Span (in) = 12.0 Qtotal (cfs) No. Barrels = 1 Qpipe (cfs) n -Value = 0.013 Q overto (cfs) ) Culvert Type = Circular Concrete Veloc Dn (ft/s) Culvert Entrance = Square edge w /headwall (C) Veloc Up (ft/s) Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) ( %) (in) HGL Up (ft) Embankment (fps) Hw Elev (ft) Top Elevation (ft) = 420.50 Hw /D (ft) Top Width (f) = 38.00 Flow Reg ime Crest Width (ft) = 300.00 0.85 Sunday, May 18 2014 = 8.79 = 8.79 = (dc +D) /2 = 8.79 = 7.56 = 1.23 = 9.64 = 9.62 = 415.09 = 418.17 = 420.33 = 5.83 = Outlet Control RIP-RAP CALCULATIONS (Tw < 0.5 DIAMETER) OUTFALL PIPE DISCHARGE APRON VELOCITY RIPRAP STONE APRON UPSTREAM DOWNSTREAM STRUCTURE DIAMETER n LENGTH Velocity CLASS SIZE DEPTH APRON WIDTH APRON WIDTH Incr. in. ft3 /sec. ft. ft/sec. Lower ft. ft. ft. ft. (acres) =DO 2.55 =La (min) (in /hr) =d50 = d50 *1.5 *1.5 =3 *DO =DO +La GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEI 3K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE IE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FILL CONFORMAN ..WITH LOCAL REGULATIONS AND CODES. STORM COMPUTATIONS From Point To Point Drain. Area Runoff Coeff. CA Inlet Time Rainfall Intensity Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time a/ Qfull V / Vfull Vfull Remarks Incr. E Incr. X Upper Lower Incr. F 0.38 5.00 (acres) C 2.55 420.25 (min) (in /hr) (cfs) (cfs) (ft) (ft) (ft) ( %) (in) 0.20 (cfs) (fps) (min) (min) - 0.85 - rev11/11 A16 A15 - 0.85 - - - - 6.03 6.03 420.00 419.75 7.00 3.57% 15 0.013 12.24 9.80 0.01 0.01 0.49 0.98 9.97 A15 A14 - 0.85 0.76 5. 03 6 69 11 1 3 419.5 0 8 41 .65 0 9 .75 9 0. 4 /0 1 8 0 3 0. 1 1 0 21 5 78 0 26 5 29 1 09 1. 00 5.78 A14 A13 - 0.85 - 0.76 5.29 6.62 - 17.16 414.75 414.30 . 90.32 _ _ ........ 0.50% ..... 24 - -- 0.013 16.04 5.74 0.26 5.55 1.07 1.12 5.11 All A10 0.57 0.45 0.26 1.60 6.09 6.41 1.67 28.75 412.38 410.65 340.81 0.51% 30 0.013 29.37 6.82 0.83 6.92 0.98 1.14 5.98 A10 A9 - 0.85 - 2.56 6.92 6.20 - 35.08 410.40 409.85 102.54 0.54% 30 0.013 30.22 6.16 0.28 7.20 1.16 1.00 6.16 A9 A8 0.78 0.45 0.35 2.91 7.20 1 6.12 2.14 37.22 409.35 408.65 131.26 0.53% 36 0.013 48.69 7.54 0.29 7.49 0.76 1.09 6.89 9 8 0.68 0 80 0 5 0 96 5 0 6 5 3 5 33 55 1 50 0 00 9.s0% 8 0 7 45 1. Al Al 4 7 2 2 6. 421 42 1 1 0. 13 A18 { A10 { - { 0.85 { - I 0.96 f 5.73 I 6.51 { - 6.33 f 421.25 I 421.05 31.06 0.64% 1 18 0.013 8.43 5 22 ......... f .. 0.110 ......5.83 .......1 0.75... I 1.09 I .. 4.77 A11A All 0.10 0.10 0.01 0.01 5.00 6.70 0.07 0.07 422.73 422.50 12.46 1.85% 15 0.013 8.81 2.07 0.10 5.10 0.01 0.29 7.18 Al2A Al2 0.71 0.80 0.57 0.57 5.00 6.70 3.82 1 3.82 419.43 419.36 14.86 0.50% 15 0.013 4.58 4.15 1 0.06 1 5.06 1 0.83 1.11 1 3.73 A22 A14 - 0.85 - - - - 6.03 6.03 419.90 419.75 7.00 2.14% 15 0.013 9.48 8.08 0.01 0.01 0.64 1.05 7.72 Al 5A A15 0.45 0.85 0.38 0.38 5.00 6.70 2.55 2.55 420.25 419.75 13.10 3.82% 15 __. 0.013 12.66 8.01 0.03 5.03 0.20 0.78 10.32 A32 A31 A23 A31 A23 VAULT 0.27 - - 0.85 0.85 0.85 0.23 - - 0.63 0.63 4.65 6.59 6.66 8.19 6.28 6.26 5.86 1.44 - - 4.10 4.10 31.01 419.25 418.85 407.15 419.10 416.50 405.75 20.50 115.76 121.14 0.73% 2.03% 1.16% 18 18 30 0.013 0.013 0.012 9.00 15.01 - 47.99 4.91 7.05 - 10.36 0.07 0.27 0.19 6.66 6.94 8.39 0.46 0.27 0.65 0.96 0.83 1.06 5.09 8.49 9.78 A26 A25 - 0.85 - 1.51 7.88 5.95 - 10.09 413.35 413.10 40.21 0.62% 24 0.013 17.86 5.78 0.12 7.99 0.56 1.02 5.69 I A35 I A32 1 0.29 1 0.85 l 0.25 1 0.25 1 5.00 1 6.70 1 1.68 1 1.68 1 422.80 1 419.50 1 130.00 1 2.54% 1 15 1 0.013 1 10.32 1 6.03 1 0.36 1 5.36 1 0.16 1 0.72 1 8.41 A27 16 - 0.85 - 1.30 7.25 6.11 - 8.67 416.15 415.15 196.43 0.51 % 24 0.013 16.20 5.24 0.62 7.88 0.54 1.02 5.16 A26 A25 - 0.85 - 1.51 7.88 5.95 - 10.09 413.35 413.10 40.21 0.62% 24 0.013 17.86 5.78 0.12 7.99 0.56 1.02 5.69 A25 A24 - 0.85 - 2.09 7.99 5.92 - 13.98 412.85 ...... 411.25 90.85 1.76% 24 0.013 30.09 9.23 0,16 8.16 0.46 0.96 9.58 A39 A38 0.37 0.85 1 0.31 0.31 1 5.00 6.70 2.08 2.08 1 413.90 1 409.85 1 106.74 1 3.79% 1 15 1 0.013 12.61 7.37 0.24 1 5.24 1 0.16 0.72 1 10.28 A40 A38 A37 0.12 0.85 0.10 1.43 5.24 6.64 0.66 9.58 409.60 409.06 74.32 0.73% 18 0.013 9.00 5.76 0.22 5.46 1.06 1.13 5.09 A37 A24 - - - 1.55 5.46 6.58 - 10.38 408.81 408.43 76.06 0.50% 18 0.013 7.45 4.21 0.30 5.76 1.39 1.00 4.21 ¢ eR' s A36 A37 0.14 0.85 0.12 0.12 5.00 1 6.70 0.80 0.80 419.45 419.41 8.91 0.50% 4 0.012 0.15 1.68 0.09 5.09 5.47 1.00 1.68 A40 A38 2.77 0.35 0.97 0.97 5.00 6.70 6.50 6.50 410.06 409.85 40.16 0.53% 18 0.013 7.67 4.86 0.14 5.14 0.85 1.12 4.34 A26A A26 0.25 0.85 0.21 0.21 1 5.00 6.70 1.41 1.41 417.22 415.65 39.00 4.03% 15 0.013 13.00 6.90 0.09 5.09 0.11 0.65 10.60 ........ A28A .....1.11..1 . A28 111.1............ 0.36 ........ ... . . . 0.85 .................. 1111._ 0.31 ......... 0.31 ................................................ 5.00 ............. .._ -- 6.70 - - -- _ 2.08 _111.1._ 2.08 .......... 419.70 419.50 - - -.. ....... 22.34 -.1.1.11.1.1-1 ...... 0.90% ................. 15 .... ... - 0.013 -1111. 6.14 _... 4.52 0.08 5.08 0.34 0.90 5.01 ♦��♦ A23A A23 0.45 0.85 0.38 0.38 5.00 6.70 2.55 2.55 418.72 418.00 26.90 2.68% 15 0.013 10.60 6.95 0.06 5.06 0.24 0.80 8.64 ¢ eR' s _ z z zOOw OmO2w cn¢�UU A42 A27 0.76 0.85 0.65 0.65 5.00 6.70 4.36 4.36 417.05 416.90 16.79 0.89% 15 0.013 6.11 5.40 0.05 5.05 0.71 1.08 4.98 ........ A28A .....1.11..1 . A28 111.1............ 0.36 ........ ... . . . 0.85 .................. 1111._ 0.31 ......... 0.31 ................................................ 5.00 ............. .._ -- 6.70 - - -- _ 2.08 _111.1._ 2.08 .......... 419.70 419.50 - - -.. ....... 22.34 -.1.1.11.1.1-1 ...... 0.90% ................. 15 .... ... - 0.013 -1111. 6.14 _... 4.52 0.08 5.08 0.34 0.90 5.01 .......... ............. ........... ........... ...... .... ....... ......... . .... .......... ...................... .... ........ . . .................................................. A6B A6 0.54 0.85 0.46 0.46 5.00 6.70 3.08 3.08 415.96 415.85 9.72 1.12% 15 0.013 6.85 5.38 0.03 5.03 0.45 0.96 5.59 REVISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL � 0 �' Z� DRH 3 8/14114 FOR APPROVAL 2i % 4 8/21/14 Z U 5 O O -w om LLi wU) PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL W~� O � r- G � i m�~ui��a W w ♦��♦ W G o � ¢ r a 6 r G if z d¢ w W 2 J () J o Zoz> ¢ eR' s _ z z zOOw OmO2w cn¢�UU 1111. � 0 r z H 13 T U $ W U z U REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH r- .. i I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1- 800 - 242.1776) (VA 1-800-552-7001) (MD 1-800-257-777-7) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD I.D.: SW6 PROJECT: T ]FINAL SITE PLAN FOR 5TH STREET STATION WEGMANS 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 TH" OF V DANIEL R. HINES .p Lic. No. 043176 %10/30/14 IL NA SHEET TITLE: STORM COMPUTATIONS SHEET NUMBER: SDP 2013 - 00012 GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC' )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' HE SPECIFICATIONS OR APPLICABLE CODES, 17 IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I' VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FUI L CONFORMANCE WITH LOCAL REGULATIONS AND CODES. STRUCTURE DRAINAGE RUN -OFF COMMENT BY "CA" INLET PER COUNTY COMMENTS RAIN 2 RUNOFF INVERT LENGTH SLOPE MANNING'S "n" DIAMETER CAPACITY VELOCITY FLOW REMARKS DRH 5 AREA COEF. DRH 6 10/30/14 TIME DRH FALL "Q" ELEVATIONS LI VALUE TIME (ACRES) From To "A" "C" Increment Accumulated Min. In. /Hr. C.F.S. Upper End Lower End Feet Feet/Feet Inches C.F.S. F.P.S. Seconds C06 C05 0.48 0:90 0.43 0.43 5.0 6.70 2.89 422.00 421.$0 29.90 0,0067 _ _ . _ _ 0.011 12 3.44 4444 4.90 _ 4.90 6.10 _ ._ - - 005 C04 0.48 0.90 0.43 0.86 5.0 6.70 5.79 421.55 420.75 92.20 0.0087 0.011 15 7.10 6.44 14.32 C04 - MH3 - 0.48 - 0.90 0.43 1.30 5A 6.70 8.68 420.50 420.00 69.30 0.0072! 0011 18 1054 6.6 3 1045 MH3 MH2 0.48 0.90 0.43 1.73 5.0 6.70 11.58 419.75 418.85 69.70 0.0129 0.011 18 14.10 8.87 7.85 MH2 A11 0:48 0.90 0.43 2.16 5.0 6.70 14.47 418.60 418.00 38.60 0.0155 0 011 18 15.47 9.94 3.88 G01 A10 0.48 0.90 4444... 0.!43 � 4444 ..... ................. 0.43 4444.... 5.0 4444...._ 4444.... 6.70 2.89 422.00 420.00 67.40 _ 0.0297 -- _.,. 4444.... - 0.0 ; ::: --- 4444- --- 11 _ 10 . 4444. 4444- 4444 --- - 4.45 -- _ 4444 -- 5...., .. 8.6 4:444.. 4444., .80 .., . -- -- 7. - 4 444 - -- 4444.. --- - --- 4444_ , , _........ - -- 4444... - - _. -- --- - - - -- _._ - 444:4. 4444- -- - 4444 -- 4444 4444 -- -. 44........... C 015 O C 14 .... .... ......... 0.01 ... . . . .. ._ _ -.... - - ........... 0.90 ......._ ........, 0.01 .......................... . OA1 -_:. -. ... 5.0 6.70 ..... .... _ _ 0.05 ....... .......4 ........4 426.00 .......44 ....... 425.50 ............. 33.20 0.0151 __._............ 0.011 4 0.27 .............................. .35 14.13 _._........... - 0014 C013 0.01 -- - 0.90 0.01 0.02 5.0 - 6.70 - - 0.13 - 425.50 425.00 37.50 0.0133 0.011 4 ...__...... 0.26 4- -- - - -018_:: 2.91 12.90 4444 .. ................. 0013 0012 ; ; 0:01 , _.._.... 0.90 _ _. 4444.., : 0:01 0.03 - 5.0 - - -- - 6.70 0.20 425,00 _ .......... 424.00 -- - -- - 64.20 - - . 0.0156' _._ 4444... ......_....._...., _ _....... 0.011 _ 4 ........ _.. _ 4444 .. 3.47 18.52 ____......... .. _ . C012 C011 . - - -- 0.04 0.90 _:.: 0.03 0.06 5.0 - 6.70 -= 0.41 - -- - - 424.00 420.00 72.00 0.0556 0.011 4 0.53 6.67 10.80 C01' 1 ,coil ....... . C09 ......... ....._.. 0 04 ,::. 4444 . 0 90 -- 0'04 0.10 5 0 6.70 0.65 420.00 8 0 41 .0 113 10 . 0,017T .....::4:: 4 4 4 . 4 4 ::::4 4 . 0.011 6 0.88 _- _......,.. ;4.89 23.11 _ ;'. ___..m... _ .........- - - -- 44:44... ... 009 .. - . 4 444- A3 - ... _. 0.00 . - 0.90 -- - -- _ .. .............. 0.00 0.14 5.0 - - .. - ,,44 4 4 . 6.70 0.95 - -- .:: 4 4 4 4 ... _:. 417.75 = - ... 414.50 115.90 _ 0.0280 0.011 6 1.11 6.31 18.38 C010 C09 0.05 0.90 0.05 0.05 5.0 6.70 0.30 426.00 424.00 38.40 0.0521 0.011 4 0.51 6.04 6.36 C08 C07 0.01 0.90 0.01 0.01 5 0 6.70 0.08 426 00 425.50 25.10 0 0199 0.011 4 0 32 3 00 8 36 . C07 A8 4444__ - 0.01 0.90 0.01 0.03 .... 5.0 6.70 0.17 425.50 424.00 '107.40 :0.0140 0.011 4 0.26 3 21 33.45 INLET 0(_11OMPUTATINC)INS J F LL J Q Z z �zzZ =L s g H ooWQO=e C � mF- uJ5LLa b o � )Z- a w G P4 Z > w o QQ� e U O zYZ> 8P. m rZO�� F Q O J H O m02Lu U) QD_UU 0 ♦111♦ ��q� e z W H cn L W W S W cc b J g O U xg > W �o 71, F" F c �-" U c Q U �= W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH LI I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VW 1- 800 - 245.4848) (PA 1- 800 -242 -1776) (VA 1-800-552-7001) (MD 1-800 -257- 7777) (DE 1-800- 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: • DRH DATE: 12/13/13 SCALE: N/A CAD 1. D.: SW6 PROJECT: FINAL SITE PLAN FOR H SCAT ON WEGMA NS 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 • M U %.- - - v V DANIEL R. HINES a .p Lic. No. 043176 10/30/14 s`S/0NA1. � G. SHEET TITLE: S JL ®JLIM COMPUTATIONS SHEET NUMBER: 11G SDP 2013 - 00012 10 YEAR ]H[GL COMPUTATIONS Structure Outlet Do Qo Lo Sfo Hf 5.74 Final Inlet Flow Inlet Pre -Cast Junction Remarks - 0.00 0.31 - 0.15 0.67 419.09 JUNCTION LOSS Yes Yes Yes ..Y.., . - ... e."s A14 419.09 24 No. WSE 10.58% 0.52 5.74 0.13 11.13 5.78 H WSE Line Shaping Structure Loss 0.33 - 0.17 (in) 419.77 425.99 ( %) Yes Yes Yes Elev. 419.77 18 Reduction reV11/11 Vo Ho Qi Vi Qi - Vi VIA2 / 2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht A8 411.63 36 38.69 123.87 0.29% 0.36 8.09 0,25 37.22 7,54 280.47 0.88 ..I...... 0.31 73.67 11..11._..... ........ 0.63 _1 0,55 .....1.1.11. 1.11 .- - ................ 0.56 0,91 412.54 424.44 Yes Yes Yes VAULT A 10 YR WSE = 411.63 A9 ........ ......... 412.54 - -- 36 -.__._ 37.22 11 1 1_ - -.. 131.26 .. _ ..._ 0.31% _. .._....... 0 41 ................. 7.54 ......... 11.11._ 0.22 _.... -___ f 35.08 6.16 215.98 0.59 0,21 51.50 _.' .......1 0.48 0.28 ... 0.71 ......1111. 1 .... ................_... - ..... 0.35 ...- ...1_... .... 0.76 -_ ___ 1... -.._ ... 413.31 ......... ......1- 426.90 _.1...1. 1..1. ......... ..... ._ Yes _...... ..- .. Yes ......... .. .- Yes _. - ......... ........ ... . . A10 413.31 30 35.08 102.54 0.73% 0,75 6.16 0.15 I 28.75 6.82 196.11 0.72 ........ 0.25 ....... -. _. 19.07 ......... 0.15 . 0.11 ... ...... -. ... -- 0.51 ------ - _...__...... - ..... - - -- ._ 0.25 ........ 1.00 - 414.31 _ 428.37 __... -- - Yes _ 1111... Yes Yes ..._.._ 0.41 A13 418.42 24 17.16 90.32 0.58% 0.52 5.74 0.13 17.16 5.74 98.47 0.51 0.18 - - 0.00 0.31 - 0.15 0.67 419.09 425.99 Yes Yes Yes ..Y.., . - ... e."s A14 419.09 24 17.16 90.32 10.58% 0.52 5.74 0.13 11.13 5.78 64.32 0.52 0.18 6.17 0.04 0,02 0.33 - 0.17 0.68 419.77 425.99 Yes Yes Yes Yes A15 419.77 18 11.13 90.75 1.12% 1.02 5.78 0.13 6.03 9.80 59.11 1.49 0.52 89.80 0.70 1.04 1.69 - 0.85 1.86 421.64 425.03 Yes Yes Yes ........... ........ ........ ................ A 16 6 42.4 1 ............. 15 6 03 7:00 ... ......... 0 0.87 /° 0.0 6 9.80 0.3 7 .111.1... .._....._._. 45.42 _1111. ..__.................... 0.15 ..1111..: _11,_111, _.. .......,..... 0.37 ... __1111... 0.49 111,1...- .......... 0.24 ... .... 0,30 .. . -11-y' ... 421.94 1111111.1.._._ 425.03 __........_1.. Yes .. ._ .... Yes . 1111...... Yes 11 .-.-._.-.-.I 1-1 : A17 4 .54 12 15 ,- ..., -. 1 .471 8.0 0 _ 0 .. 0.05 /° 6 46 4.24 ! 0.07 4:31 6 84 -- - .___ -._ . ..-., -. _.-. __1111.,.,. ,-,-„ .. __ . - - -- ° ,- ._..,, , - -- -_ - ,..,....., -- „_.., _ 0.07 , -.. „ ,,... 0.09 111,1. _ . .. 0.05 ..............- . __ 6.50 .,,,,,.,._ -_' __ .- 0 419.5 424.00 Yes Yes Ye$ _ r _ _ _M . I 1 1 A18 414.31 18 6.33 31.06 0.36% 6.94 5.22 0.11 6.33 4.72 29.88 0.35 0.12 ___. . 59.82 ....... 0.54 ... . 0,19 ..._.._ 0.41 ... .. . .._ ........ - _ ..._ . 0.21 ......._._ ..... 7.15 ...__.. - 421.46 -- ...._.._ ... 427.72 . 11111.11-- - ..... Yes _ ......... Yes ....... ....... ........ Yes 111.1..... -.11-11- - - -__-. A19 421.46 18 6.33 10.00 10.36% 0.09 4.72 0.09 2.81 3.93 11.04 0.24 0.08 43.66 0.41 0,10 0.27 0.35 0.17 0.27 ........... 421.72 427.50 Yes Yes .........11.1..1.... Yes U 0 A2 _ 421.72 15 2.81 .1111.. 164.35 ...._..... a ° , 0.19 / 0. 93 3 93 0 0 6 9.58 5.76 1 111. . ._. .. . . ..... ......... .111 1 ...111....... 0.06 ., 11,11.... 0.08 0.04 1111. 0.96 ............ 422 .69 42 90 7. .., Yes _....... Yes Yes _1-I ........,.. .". ... _ _ . _ , A11A _. 416.52 _ ___.._. 15 _ 1.111, , 0.07' , ._ . __ .. 12.46 _ .__. _. 0.00°1° _ __ 6.21 ._.._ 2.07 _ _ 0.02 _.. - ,...... - .._ ,.__. ._ ..._.. .. _ _ _____....__ _ v ._,. -_.. _ __ . __ -_- __ _, _______ _ 0.02 ..__. _ _____. 0.02 __.________. 0.01 1___ _-'__ _ __1 6.22 - ______ ®__ 422.74 ____v _ ___, __ - 427.48 _ ._______ _ - -.. -_ Yes __ _ _ . _, __.._, _____ Yes _ _ ____ ____,...__. _. Yes 11I1 . 11111 I _..____ _ _ - ---_ -, - .., .___ __ __ . ____. _ A 39 425.90 ! 1 5 2 08 106.7 4 a 0., 0% 1 0.11 3 _7. _7 _ 0 21 0;21 :0 .27 D 14 0 5 ,2 4 6.1 5 _ 2 4 '8.40 1 Y es ! Y e$ Yes A21 418.42 18 6.03 7.00 0.33% 0.83 9.63 0.36 0.36 0.47 0.23 1.07 419.48 425.04 Yes Yes Yes :A A/A AAO An AC 0�1 AA OC n 9If A A : A AC A f %^ I A /h ^ AA A ^1 AAA A" Ann ^I - if_ i %t -- I v <- Al 5A 1 421,64 15 2.55 13.10 0.- 16% 0.02 8.01 0.25 24' 36 6 96- 169 0.07 26 ---------- --- - -- - 0 0.68 0.25 0.32 ��0.16 0.18 421.82 424.20 Yes Yes ..Y.., . - ... e."s A158 421.64 15 2.55 12.81 0.16% 0.02 8.09 0,25 13.98 9.23 .6 ....2 129.09 ....., ..0.........,...7.......5 ............I .- . 1.33 0.46 - - 0,00 0.65 0,25 0,33 I 0,17 0.19 421,82 424.70 Yes Yes Yes A2 422,76 0 3101 121.14 o 10.49 % 0.59 '11 1.1 10 36 42 24' 36 6 96- 169 0.07 26 ---------- --- - -- - 0 0.68 .... __. 0.08 034 0 � - 3 69 . 424.16 Yes Yes Yes U 0 - VA LTA 1 YR WSE 422.76 A24 423.69 24 24.36 16.09 1.16% 0.19 6.96 0.19 13.98 9.23 .6 ....2 129.09 ....., ..0.........,...7.......5 ............I .- . 1.33 0.46 - - 0,00 0.65 - 0.33 ...'.3 .....9... 0.51 ..4.........2.. 424.20 ..... 424.36 Yes Yes ... Yes . A25 424.20 24 13.98 90.85 0.38% 0.35 9.23 0.33 10.09 5.78 58.28 0.52 0.18 90.00 0.70 0,36 0.88 - 0.44 0.78 424.99 .......... 424.43 Yes Yes Yes ........... ........ ........ ................ A26 424.99 24 10.09 40.21 0.20% 0.08 5.78 0.13 8.67 5.24 45.42 0.43 0.15 90.13 0.70 0,30 0.58 - 0.29 0.37 425.36 423.47 Yes Yes Yes I I A27 425.36. 24 8.67 196.43 0 0.151° 0.29 5.24: 0 11 4:31 6 84 29.4 7 0.73 0 25 48,4 4 1 0,4 5' 0. 33 0 `69 - 0.34 -,- 0.63 99 425. 423 03 Yes Yes Yes 1 A28 42599 5. 18 4 31 130 .64 _ 1. 0 0.17 /° 0. 22 6 84 0.18 .2.23 5.18 11.5 5 0.42 0.15 36 23 0.34 0. 14 0 47 - 0 23 0.45 426. 44 424.00 Yes Yes Yes I I A29 426 44 15 2.23 212.42 a 0,121° 0 25 5.18 0.10 1 27 3.19 4.05 0.16 ! 0.06 _3,4 1 - 0,02 0.00 0.16 I I 0.21 0.11 I 0.36 426,80 427.49 Yes Yes Yes U A30 .. 426.80 - ' ° 15 -� 1.27 --- - 239.13 .. 0.04% 0.09 3.19 0.04 9.58 5.76 55.18 111 0.52 0.18 - -- - 0.03 0.02 0.04 0.05 0.03 0.12 426.92 427.50 Yes Yes Yes ---_ ..- - -- --- --- A23A 1 423.69 1 15 1 2.55 1 26.90 1 10.16% 1 0.04 1 6.95 1 0.19 1 1 1 1 1 1 1 1 1 0.19 1 0.24 1 0.12 1 0.16 1 423.85 1 423.47 1 Yes I Yes I Yes A33 424.51 15 0.98 120.00 0.02% 0.03 01 0.04 0.40 2.15 0.86 0.07 0.03 ---------- --- - -- - I - --- -- -- 0,00 ____ - .. 0.06 .... __. 0.08 ..._ --- 0.04 0.07 424.57 427.25 Yes _... Yes --- 11__ .. . ..... Yes ........ ------- ....--... ------ - --------- A34 424.57 15 0.40 120.00 0.00% 0.00 _3 .... 2.15 0.02 j�-q Pte, -, ........................... ........_ . -- - -- ._..... ... ............... __,_ ............... ... ........................ .... _ - -. 0.02 _... 0.02 ... ... .................... . ..... ... 0.01 .... . ... ...__ . . ....... 0.02 424.59 _ _ 425.75 .......... Yes _ ... _ ........ ............................ ..- Yes ... . ... ..... .......1.1...1.1 ........... Yes .1...111. ................. .......1111... .............. .......... N z LL Q W P. r 0 13 a r a = Z � b r 5 Qaw @g W c U 0 2aJ OZOZj o. % 0 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN i FULL CONFORMANCE WITH LOCAL RF LI ATIONS AND CODES. v y I/ i \ N / t , / 50 25 12.5 0 5�0 1.1= 50' 440 430 420 410 400 390 K ii; 370 DATUM ELE) 365.00 7+50 8+00 8+50 9+00 9+50 10+00 PROPOSED SIGHT DISTANCE I PROFILE SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 440 430 420 410 400 390 380 370 AINA �\j '�pl LU I � REV DATE COMMENT BY Q 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14114 FOR APPROVAL J Q > ❑ Q � 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 g DRH z EYE FOR APPROVAL F- �zUZ�qw - R LIJ�J�J❑ 0 J H c� ° m H(4'S LLd W x M W W F W U u- 0 n Z s G 8 W QQw p �q 0 . m }z° z PROP. G DE ti OBJ 0 cil u: Z W ul F c� DC w [n ri W LC EX. GRADE U r a e a U W w J / ,r) co X00 �C�V NCO �� Oo V'Oq ti� nI 0C �Or �o �o ^o �o �o �� ^� ^o 7+50 8+00 8+50 9+00 9+50 10+00 PROPOSED SIGHT DISTANCE I PROFILE SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 440 430 420 410 400 390 380 370 AINA �\j '�pl LU I � REV DATE COMMENT BY Q 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14114 FOR APPROVAL J Q > ❑ Q � 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 g DRH z J FOR APPROVAL F- �zUZ�qw - R LIJ�J�J❑ 0 J H OOWQO= ° m H(4'S LLd W W F W U u- 0 n Z s 8 W QQw p �q 0 . m }z° z LL Q O�J —J F- O-0mLu U)QO_UU 0 cil u: Z W ul F DC W LC U a a U W w J REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6119114 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800- 245-4848) (PA 1-800 -242 -1776) (VA 1- 800-552- 7001) (MD 1-800- 257- 7777) (DE 1-800. 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I.D.: PS D6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION WEGMANS 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 TH 0 V DANIEL R. HINES .0 Lic. No. 043176 O 10/30/14 `�� s's14NAL ji .0, SHEET TITLE SIGHT DISTANCE PROFILES SHEET NUMBER: 12A SDP 2013 - 00012 \ t t .\L , 1 , t 1 , 1 � � 1 t / 1 P 1 1 r I r r , , I 1 f i 1 I r I 1 1 1 r 1 I / 7 / / w ,♦ w 1 ! / ! / r ! r / ! ! I i ! 1 � i I i i I � 1 ! � 6 , t 1 I �, 1 , 5 , t , 1 4 1 / 4 r 1 ' i ll 411", ' ! r ! ! / ! 1 ! ! r ! I i GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 'ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T 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 CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. --52-n- ------------- - d-4� 440 430 420 / 410 r O ! i 00001 -00. n _„ 50 25 12.5 0 50 1 "= 50' 400 390 380 370 DATUM ELE\ 365.00 REV DATE COMMENT J QQ_ F 5/15/14 PER COUNTY COMMENTS DRH -------------- W DRH t t S 1 t r"' ::"mow '-`♦ ''� -ice' e' 8/21/14 I '�` I ♦� ) I� 1 1 PER COUNTY COMMENTS DRH OBJ 10/30114 FOR APPROVAL 0 I= M Zw � Z- J LL 0 qq J_ dm 1"4 41 �•, O '� BJ w w 225' SIGHT 9 LL R --52-n- ------------- - d-4� 440 430 420 / 410 r O ! i 00001 -00. n _„ 50 25 12.5 0 50 1 "= 50' 400 390 380 370 DATUM ELE\ 365.00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED SIGHT DISTANCE 2 ]PROFILE SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 440 430 420 410 400 390 380 370 REV DATE COMMENT J QQ_ F 5/15/14 PER COUNTY COMMENTS DRH 2 W FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH e' 8/21/14 PER COUNTY COMMENTS DRH 5 10101114 PER COUNTY COMMENTS DRH OBJ 10/30114 FOR APPROVAL 0 I= M Zw � Z- J LL 0 qq J_ dm 1"4 41 �•, O '� BJ w w 225' SIGHT 9 LL R = DISTgNCE CL d 0 W cD Q¢W J o zYZ� B 225' SIGHT DIS FiNCE 2 = EIs 9- z H Q O J � E E [n °' 0-02W InQIl I,u Lu ti w in H �e � Z H CP u �4 gig W C7 w C• � W L z � \ O U P1 �OP. GRADE \ O C O L U z Q U w = \ 1 •` � � EX. GRI OE —. It 1 l k i 0icp �i7 CO N<q ^� CV hLq ^Z Lt7 �Il O^: CV �cfl M prn tV ^�c� � ^�cq M 'ern co ^rn CV °j� �Ln d O (q pLq O prn CO pLn O po CO O L(') d pLn m �O O Oj ^O 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED SIGHT DISTANCE 2 ]PROFILE SCALE: 1"= 50' HORIZONTAL V= 5' VERTICAL 440 430 420 410 400 390 380 370 REVISIONS REV DATE COMMENT J QQ_ F 5/15/14 PER COUNTY COMMENTS DRH 2 W FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH e' 8/21/14 PER COUNTY COMMENTS DRH 5 10101114 PER COUNTY COMMENTS DRH 6 10/30114 FOR APPROVAL 0 I= M Zw � Z- J LL 0 qq J_ dm 1"4 41 �•, O '� OOWa02 mF(f) LL CL w W 9 LL R w O CL d z W cD Q¢W J o zYZ� B �J m }z0� EIs 9- z H Q O J � 0-02W InQIl I,u H �e � Z H CP u �4 gig W C7 w C• � W L z � C7 O U O C O L U z Q U w = REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10101114 PER COUNTY COMMENTS DRH 6 10/30114 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848) (PA 1- 800 - 242 -1776) (VA 1.800552- 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: 12/13/13 SCALE: AS NOTED CAD I. D.: PSD6 PROJECT: FINAL SITE PLAN FOR 5TH STREET S°A�y^TIO"N y� V V E `�,7/ MANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER N I G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com V DANIEL R. HINES �' .Q Lic. No. 043176 4 ��,� 10/30/14 �� lop NAL SHEET TITLE: SIGHT DIST ANCE PROFILES SHEET NUMBER: SDP 2013 - 00012 I .-r I , I � I , � I , I I ` , I + t a + I I , i I a �z i 50 25 12.5 0 50 1 "= 50' GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND II, FULL CONFORMANCE WITH LOCAI. REGULATIONS AND CODFS. 430 420 410 400 390 380 370 DATUM ELE) 365.00 10+00 10+50 11+00 11+60 12;00 12+50 PROPOSED SIGHT DISTANCE 3 PROFILE SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL 430 420 410 M I REV DATE COMMENT BY Cj 5/15114 EYE DRH 2 6/19/14 s DRH 3 I- x FOR APPROVAL U, >oa � 8/21/14 PER COUNTY COMMENTS DRH c� ° >zLL1 = PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL w d' J_ PROP. GRADE G m�-(n�u"a �SS�cy w G O � Q ra 3f z } 8 w G o >z0 s � LL "I'cF oz B F OJmio F � H QZQZ � p <: OBJ OJOSW (n QIYUU F� x c w x F- �`-� M M a ti V U eq U � 8 U z d EX. GRADE ti b z� U W t e. o0 �7 ocy, o° oo �C) ^�r- o ° o� �o�2 �o6 �� Oma) �cfl 0 Sri 0 0 oo ^c° 0 10+00 10+50 11+00 11+60 12;00 12+50 PROPOSED SIGHT DISTANCE 3 PROFILE SCALE: 1 "= 50' HORIZONTAL 1 "= 5' VERTICAL 430 420 410 M I REVISIONS REV DATE COMMENT BY Cj 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 s DRH 3 8/14/14 FOR APPROVAL U, >oa � 8/21/14 PER COUNTY COMMENTS DRH 5 ° >zLL1 = PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL p� 0°3 d' J_ G m�-(n�u"a w G O � Q 3f z } 8 w G o >z0 s � LL oz B OJmio F � H QZQZ � p <: OJOSW (n QIYUU F� c F- �`-� M a V U eq U � 8 U z d b z� U W REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10101/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1- 800 -242 -1776) (VA 1- 800-552- 7001) (MD 1-800-257-T777) (DE 1- 800 -282 -8555) 400 APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13113 SCALE: AS NOTED CAD I. D.: PSD6 390 380 370 PROJECT: j� ]FINAL SITE PLAID FOR 5TH STREET STAT MON WEGMANS 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 OA V DANIEL R. HINES P .p Lic. No. 043176 �0 10/10/14 nSS14NAL E` SHEET TITLE: SIGHT DISTANCE PROFILES SHEET NUMBER: 12C SDP 2013 - 00012 0 \ II I I \\ ' i I \\ / I 1 1 _ n,/ + __ lz:�� I ' j t � - � ;� ! 1 �- - 11 / I\ `_ / t I \ \ `\ ` 1 _ -- - I I ��_ I - _ �--------- - - - - -- -- -- - - -i ;- _— =- - —_ `\ ! 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I —'____ -._.� .— .— __"____ --.__ __ x'_ 11 3 IN ___ 155 � e � � -.. , 'A i �1 - - ) t - " \ _' \ lI � - t ` v -' v` , - \ } \ 4 ink �6 +�,."°" \ ``` \, \ 1 '1{, 1., ._ o ' - vy' 1 I \ , ♦` - , I - - i= L v �i ,, \\ , 1 1 \� (VA 7800 552 -7001) (MD 1800- 257 -7777) (DE 1800.282 8555) t ® y, Y,5 I _ , k , /� 1 1 1 __ -- -� �� I _\ `� � ` vv ��`--- - - - - -- - - -_ ___ APPROVED FOR __-- -k ` \` _.. -..- " -. _ _---I - '` �� - ° ? ® ® ' . n n� s ° C \\ i� O \\ s� \ \\ ' \II o ""'_-,•, -� ® CONSTRUCTION � ,, _ ` 1 - -`"-- ; `\ °n \` \\ ' \+ STREAM BUFFED LINE x �' v - _ , \ � ° ® b � Csa s ' =e' er vv I�� % < o v` 11 1v '__n_- --- - - - - -� ®� - w PROJECT NO.: - -- -- - - -___ - V122001 ` ! > v \ -,,-� 1 � -`_'� if/ ._ -. -- I I DRAWN BY: JLP /CBC l \`\ \ w i /'!/ \\ \\ .�t , `<, ✓\ n 11 1 00 -1..� �� i... ��. �j ..'• �`'\ �.� ..�. �r� w - - - -- CHECKED BY: DRH s -" =4 '- _ - - -- - \t \ =- " \0 ! \ \\ - / �✓ % 39 i � �' � r... ...� x _ - - - -- X - -p -- - - -- DATE: 12/13/13 11 __ _ -- � _ V _ ,- v �..� - e T I Caa } v s. � ''- /� ni n 0 - ° j ` - ^__ `v x x X +•.. �x _ ,. - -- ' -- _, �� -84 , y , � o // ® - - X x x - - - - -- -- - - ~ - -- SCALE: 1 " =40 I \\ `\ n ;� �` \ -,_ \ c ,- / %' x -11 __ - _ - - - - - -- -- - CAD I. LS6 It, 1 / - - -- -- -- -- -- -- - -° - - • _ - .I ` --- "'- -- \ �.t_;:, � . -' ,. � �' ^ 5- �c� _ ..--- `_` ' � — - - - - -- - - - -- --- - - - - -- ------ - - ---- -- - - - -. PROJECT: o - - ,` - �j 1 , , k' T v,�v vv � � `'- STREAM SUFFER ¢� '% - - - - -- - - - -- - __ - - - - -- - - - - - -- _ - ___� - - -- , b v , 1 x - I , _ V .. , LINE .�; ' -- _ - - - -- - -- - - - - -- _ _ _ _ - , ! ` : 1 G'1 \\ \\ !'_:� F �ti !`. , \\ ,y 1 � _': i'i �\ .,--" ! O �\f:.7 _ -_-- - - -- '/l' -` -r^� ---' °f -�-�- -- -'e - -��,_� - "�• ---"- - - -- ----• FINAL _ _ ' / 1 /\ ! \, 4`1 .a r ' ., ', < 1's (g. .e - *\ ._� '' , '`,,. /b / \ - E'ri - - _. �_ -_ - --= - -- O -- • A STREAM BY FFER L 1 , , , ��o e \ _ _ -- -- -- - /j��v I \ `\o \. ,. ♦ \ I ,/ I ! 1 ,�\[]y; n .. Y;..'�.r y� ..__�1� _A �-Nt- •-% -_.."\ �. +` L..�_;\ w/•'_/ - ____'• `9`i _- .. % r - ......."'" 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'�LnI K _ _ _ -- x _. 1 I �, , �. s,, RES C ASS - �. 1 . _ _._ ,� =. _ ..� �f -� � - � � -� -�� a�,- �.- __ --- �- _ _ - - _�� , ` �� ` NTH �°][°]��°�° v r- v v A ��%'_� _ �� -.._.- w . . v J?e c,r 'l vv _ -- O -- �� w s 1-1 I -:--- - -- _ v I' !, «, �"� ,� "� y.v ,` w _ -. r� rr w w - - -- ,,; _ , - \ \ _ _ \\ ;� 3 /�' � n 1 ,. > r, > \� ,� `fir `� f .,'` - ! \ 1 f` \ P �: -\ Lw" \\ ee _ {: ♦ _ ? _ t s -- \ _ -_ t _ -, , -,r b y ` 4 �. p b ` ,' I;= st � RI V ISIOI� 5 REV DATE COMMENT BY 1 5/15/14 0 DRH 2 - >Qa p¢Zw- 1. a @2 DRH 3 8/14/14 FOR APPROVAL p��Opd 4 8/21114 �J Fi U 5 gzC7zma wO��p ! gg DRH 6 b FOR APPROVAL �� w m m- I 0,4 0 0 1¢ 0 1 44 - O mF- (n�,La W w ♦****♦ �T� F+�1 O (L �j 9 (D z } _$ W4 o U o �� 0 Izz; EIg m }z Om s0 z H Q O J F 8 omo=W% .Q.UO " � - ♦ * * *♦ 0 z W �F ! z rT, W C; z , v b b z�� Il d � !] O z O U U � a W 1 V4 Eo 8 �? .< W "' U z rn - � I� a U y Z � z Q O z M a - � 1111w 04 - _4 > z i U W A RI V ISIOI� 5 REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21114 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH ,Q X � "! r y . r� (I 4r ,-' J O ,rL -a !' ,'.`.,> .l I \>� 4 `. *.k , 1 k - - r ^t O y' 4 < -t° t < -mss - y _ t1 y n� O .V 1 > 'v �_" -F t1Aft�_JGr ._ �r1'? li __ ____ f ? i ?{_ ` -�� - - -. -. O A , °.r.. q e I t 1 ,✓ >., vv / ✓!'tt'+' �- �J�#,�'- _ R- _�..- .,r - ,d-�, ps_^_ .c� - >-^s. , �_ - -t--- ..___.,____ I \ �1 �`I Y. .� ,:� \ '� 1 I ;}:,X e. �' __- _ :N - :, 1�T -- -' �•- - - JT�B - r`*__.,_`,.. `i_ °<�„� - f v '� - _.. 1 - , , ": y -- - -384 2 - --- - =r _- -_-� _ �: - -- - e - , _ - ' r _ �„ -- - 8� �_ - - -- _ - -- _ : - STATION - - - r - -- __ ` - -- v`v I ,._ - `_ �r "_' " \ �-v;= �w - '` "rte ,378 �" �� r - - - - --- „ s ` V G ' _'- 7._'-' --_•- 7- "__._ -� n -..' :�....::'.� P_r �� . <. ,._ 't.l> e V - ,_. , f -(,. e / / `"`{ J3. / A __ .51 __ -_ v - - -"• o v A ..-- �. -._.._ „! '! } F7- `._; -._ - }. ✓ .. / ..- /'r- 5.1',1, ._ „ v v v / . _ \ , ,y � .. ! : , -� : ..�, .. � ` _ � ,' � LOCATION rJ]F SITE .� i �„ s ._ ' . ___ �r � ',f!! _ _ ° ,. b � inn �� . _ ., , /. _ _ __ _ ,r. n _ , _ s f 1 ♦.. r `� r �-." � .� NORTH OF 164 BETWEEN a N' w;�- r x _ ! - E -_- �.- 7 .. -, , -- -` \, `_w �� ,,3�Q0\ ♦� < \ \\ ` \\\ R ______"-.__.-_ -- --_ - - - -- - -i ! ,, __-_ > \ r- •,.'. -- - - - - -- - _ r1--, -- = _ 9 �,,,�+�� s -------- _ - - - -- - „° �_ _ \ -rr=- -- .. A �R _ F \ a 1 _ .,� ,_ _., _ Y,\ _ `\ . f•a r _ \ k A,\ .� s ., ., d ,. .e.: ".! P , '''iii n _ .�. ,, 1 I __ n IL , x. �. �� _ ! , .„ _ - _ -.. �., u n I 1 l \ . /' / ! 1 �fi i ! n ! ! / - - i 4 w - r., \ f , �. \ _ ._: .374 - - -_ ., , r --. -„_. , _r ,, ,>'� _ - to a / w, - 4' _. \ _ _ ,. / a_ __ w w �' w - - .._ l r w _ __ _ _ , \ __ _ r w -- _ _ 3 _ r _ _ _ 0 _ - _ __ _ _ _ / - _ / - t t r 3 _ r t ro - - TREE `�. 368 - ____ �� / / n- K X` ___ 7 - ---- - - - - -- 3 - !. 3 r 66 _ f r % _- _ r - �v ,x °, 36 f > iY CONSERVATION: '� - ____ 11X I _ _\ w ® c f .r, �� v° , d o ~ ! PRIMARILY MIXED ; ., � > ,� ', - �`_ v ®, �� _; � > - w p��r ?,< pa 3 DECIDUOUS 8� > , ' / � . /n �.� ° , 11 ,., M _ n ;- EVERGREEN COVER. > �' ;� - \\ 11 \ ,, w u x r r. , q _ _ mom- -- - . 7. �, 7. - // !> r,... pp !'\+�. - `�'- °gym. -~ "` s. \ ✓ i 1 -____ 55x. e r 's. ?. r `I. " ' __ i< ,w \ �,, n- w - - -_ _ w - / > ' { 1 %.-, t :. _ R '..ti i • „ c. N - y.. , "', ....fir ; , �, ,, r a .,� ,.mot" t`^ a r "'+ _ _ - -- .._-/ -- .__ _.` _ "I ',' "", �_ -___ t.' f r s r f r °, a ._ , . / n MAT CHL� E SHEET 1 3 D ,, -V - ,, - -, o \, �.,.. .. , �� s r ..> s n , }.�,X-,, , , ,-'- --..•' TREE, -,F, '. °? `x I �G 2� I ,. r - x ri, r r �. 4' °__ ri �''�.: e.r 'n. , , , �� • �.+�. -.. • w T, i.. ,. J ,✓ , J w 1'',.i < f°_" _ ..._ /i _ '�.o .P .+° nn . . GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( 2K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANI FLII L CDNFt1RMGNCF WITH I r,CAI. RFGL TIONS AND CODES. _n -T- N `! t 9 `- r � d` r. . .... ra - t �7 r 1 ) "' _ 3 6 4 -- 8 - _ y 1 _ - - _ -- _- - _____ - - - - -- -- =X68 �I ` .3'7f1 �f �v -, , �aa �� ... , r �� 1 • ems, r r ��qq z. P a7�t � Y, /- i r to _/ - „ �. / -- r < r1 -. ^- � _ S Va --.,.. , M s - - - ;< _ _ F � � �, - - , ., r- w z` a \` ,{,{ _ .,K,_c�, 2' u ..'- .s �� win - -i n M Bn�?`LI�IE -- _ r� r._ _ jp STRE�I r` - - .� .I_ - - , 40 20 10 0 .........o..� 111=40' NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. LEGEND: 2. STRET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN REFERENCED ON THE COVER SHEET. ' \ � TREE CONSERVATION ; ' r / I,I TREE CONSERVATION 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR I� CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS \ \ \\ ; LANDFILL AREA I DEVELOPMENT AREA SHOWN ON SHEET 14A. 11 \ \ < \ (5.10 AC) , �` " 1 (7.31 AC) 4 Ti 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF 7' TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 1� 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E I N E E N G R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARREN TON VIRGINIA 0 2 18 6 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www BohlerEngineering.com �lI`H p- V DANIEL R. HINES y Lic. 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I M.- - I . I �- - , �� u n .,� ... I I \ I � \ IV - �, -, 'I" , . ), I% I. �\\ \ \ �,- \,��\ GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEWALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( �K SCOPE PRIORTO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICAT ONS ORAPPLICABLE CODES, IT IS THE CONTRACTO" RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IC RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' :EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN - 11 AT-111 1111 11�� - TREE CONSERVATION: PRIMARILY MIXED DECIDUOUS & EVERGREEN COVER I . 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(-A -r-- " I 11 IRk , , \ - ; 0 ��- - I N - " ,-- � , I , \ , -, -� " - �- -1, I ,�,�\ - �l , �,- il , 1,>, ,I,;: , , , , v-, - "e, cz /Z , , 1 \ f - \ I, � c, "c" -( -4 ,�, --,-"-" i� \\A \ - , i-A-k--t-1 -�--�--q 1 �2, -----+-T ��, -/ �', -0, I �- lk\�`�\ 1::t",�,\,*�,��\\, il\ - - 1�/ -1 . I I kl\ \\\\ � � l Itl,�',l -,Q�v , tsi ) \� \1\ , '� -, - � -1--t '(�� x I -\\ I � 1\ \ CD A \ � j 4�� 6�--, ,0"-O .I- � I - e - I - , I - --�- t ," ��-,� E-I q; I I \ CZ> -,4 N / 0 " -- I k , , -, ,� I % % \ '�'V' . i , \ ,� 3 Ir' 4$�, 1� _ 1�,' Y4�, - .1 , "I ; - � \ I \ _ 6 \ 1-�-A 2 'r I �,--,, -� -�, \ . �� ` , \ \ ,��- - \, ., K, 5�, Z� -11 ... i- ! ,,��z,M,l , �-�k -� A� �! m 40 20 10 0 4 1 0 I IrlIIII i , . NOTES: ff-�- � V= i 40' 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF 71 TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 4 6 111 r REV DATE COMMENT -j u- g --I A 5/15/14 PER COUNTY COMMENTS DRH 2 .1 - 11 DRH 1 0 8114/14 FOR APPROVAL * c '<' 4 8/21/14 PER COUNTY COMMENTS DRH 5 0 § Z� O� "Tz, p 9 - DRH 6 10/30114 FOR APPROVAL 0 - U E.) � Z��, - Z� ZO -i� �2! � Nj - 5 I N11- �? 41 Ld -, - :0� 3� tfi 11� F, A I Re OW4 �71 - F 01<01 M F- U) 5- LL CL I m . . Lcu) **** I pq �� e C,-L I w r�� g C 7 C) ,-:- g 0 is, 2 2 --- a: �E L� 1 -0 eg z ,O i� 'D <m z ,< 'z � m (j) < I " ***** I � I 0 0 u: fa :n 9 �- %ta I z �� Z4 ol-� .,,� ,�,-, - 1 1 . Apziqw-,% - " .4 �� N W (-� 4 " u4 7, �� I g 6 104 <4 0 i-1) 'F- I 11� i� :� � �.; I -1 1111 � " I .� I �, � - ,4 ;;- :� < �, �- � � 0 I , cl� , �::) , �T4 2 H I I'll 11 11 , � - -� 4 0 u cn ,<, , 'r , 7 0 � z 4 :� .. 2 iE E q 0 - -, :111, �-, " .- : li 4� P* 0 9 � 6� 11--1 ,, �, -, 4 1-� �4 > 9 g �- 4 E IE I u �74 � �- - v ) r -114 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 I FOR APPROVAL DRH 1 3 8114/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 I PER COUNTY COMMENTS - DRH 6 10/30114 FOR APPROVAL - DRH - - - - N11- THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) %� A# r APPROVED FOR "'... r- PROJECT No.- V122001`1 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 11=40' % CAD 1. D.: LS6 , - F, PROJECT: 1 FINAL SITE PLAN � FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA � ff 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 .. www.BohlerEngineering.com .,Of 1111111NIIIIIIII lv� 11 . 2� FrI - �,,��',-,� �T, I ,.��, � -1, - - Q DANIEL R. HINES 'Pp .0 Lic. No. 043176 4� . I 1 10/30/14 , I - 'a - -- -- - IF, SHEET TITLE: "IN PLAN SHEET NUMBER: 13 B v 'i I C-SDP 2013 - 00012 ) t/ I I------------- - - — — — — — — — — — — — — — — — — II— - — — — — — — — — — — — — — — — - - - - I----------- III- - - - - - - -- I> IIIIII- - - - - - - - - - - - - - - 17 IIIII------------ II------------ II-------------------------------- ---- -- ---------- II----------------- -------------- ------------------ ---------- 'If IIItII----------- ItIII-------- ---------------------- ----------- --------- It I \ I \ \ \ \ \ \ --- --- -------------- ------ 00 __1' - I I I \\\ 0 \ \_ ____ - - + .I �\ \� 1\ _:�� - - --------------------- 'STRFAII 3Uf�Elg ZINE II------------ TV E\ ------------- s Sol TARY �joop ITARY 370 285 3 I� sv� L /k w --------------- - - I------------ i- --- - ------ -------------- -------- ---- > -------- --- ------------------ III1000016 I<6'- + ----------------------- ----------------------- TREE tCONSERVATION o DECIDUOUS fIFOREST COVER ;r If r4 - - - - - - - - - nj9v-,-- IItr-N IIIIIt------------- IIfII---------------------------- I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - IItIFROP. R,� -------- I00 00 76 777 "O . . ........................ ------------- �A' I40or gu it I10, FRIV UTILITY PROP. ROW fe I-ATCHLINE SHEET 13D, N�j j, It 11 tIPROP. k6w* I GENERAL NOTE: 'IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC IRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICAT DNS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTiFY THE PROJECT ENGINEER OF RECORD I I( VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANC ATIOM9 AND CODP& I------------------- �9, ------------ ------------ --- ------------ -------- ---------- ---------- P R OW; ? 0 I410, PRIV.�T O u E III-------------- IIII------------ IIIIII'4� IIIII-4 IIIIN Leo IIIR. 0 f4l:4:] & II'A V IItIIIIIt I I------------------ ---- III396 96 k7 %MATCHLINE - SHEET 13E TR r ICONSERVATION: I0 PRIMARILY ,PR DECIDUOUS IFOREST COVER III40 20 10 0 4 0 I i--q NOTES: 1 11= 40' 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. LEGEND: TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5.1 0 AC) (7.31 AC) 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF 71 TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY NTH ENGINEER PRIOR TO INSTALLATION. REVISIONS REV� DATE COMMENT BY b/lb/14 PER COUNTY COMMENTS DRH 2 _i U- I- DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 > PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL 0 Z:�� ,2 - (9 I c') 0, Z 0 72, Z,i LLj U) O� 0� : LLJK 30, 0 � 0, co �_ W LL IL uj) u 1�7_ LOL <2 < IL >z :` >- L, < 0 -�i ,:L 00� Z> �01 z F_ >z 0 01 ILLY, -< < Z�� z- 0 Q T Lu 0 rl� rL CZ) O� lc� �7 z > > z REVISIONS REV� DATE COMMENT BY b/lb/14 PER COUNTY COMMENTS DRH 2 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) 111. d APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 11=40' CAD 1. D.: L _.LS6,/ PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS 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 www.BohlerEngineering.com -6— ANIEL R. HINES 'P' Lic. No. 043176 10/30/14 NAL #111111111 SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 13C I C _SDP 2013 - 00012 ) , /,--,-- __1____1 -�_ ,,, it 0 ( ,� 1 , . .1 a i ;1 ,"'1'a �_ ,n, d_ /-', l ii ; , ,,X, __ \ (.// 3 i , 1 `" }! V s f' i � f 7 �....- I1\1\ ^ i 1 I IIV \1 \� PROP. R.OW. r� ; ;11 }1,Ii,,, f /11'1 } i 111 I i\� 1 , I ,r I. 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J�41111 r,/ ..;r -' Yy i .L k_„_ 384 % / .r K - / 1��” , Fy / , , I - _,_ - >�_,) J / / %/ / - - , % /.fib fJ' f✓ ] , t , -- _ , -11 ; 3$° ,� § .. - ,'/' �u� `i i // - ,, E ° *- /,`rte•" ,, - - -` ! 316 , j _ {/ ry,' �� -" jj�� '31A _ ' 1 J' /,, i' , d / l ' !{ 1 E . j--� /1" "- ,' r ✓ , t. j{ wi"- ,� > 4 _- / ti r l t 'l r r ii ., I � 111� I I I rt / ✓ , (h� w , , , , / / J' __ -' - //' �// e 2 - , t. i ,.a+ -- STMT - , i /°` l3' /J ,- �rx ,., , e "- 0, . �'; t..!_'?'" fjjj V j I t. L- ,, , . Q- -L ..3 ,, is J / /, y x ��/ �I %� (, " 1 " / , -// / /h i ' 0� `JC] -� /A } , l / I I I ' I ' Q A \ \j\�r _, 1�l,, G ��` _ x ,., ' _4 �, i ,a -:j ' - , ;° .. 41 1i , I �, �,, J F . '" _ PER COUNTY COMMENTS '� t_„ _-, :- 2 W FOR APPROVAL " i' i f 1 ✓' +` c. _ 8114114 , 1�: n ,I 1 ,"."t-1 4- , I Q Q ❑ Z W iE J 2 � DRH � "_ W FOR APPROVAL ❑ _O O a C7 - Z Z Z W - - W O ffi a s ..,% 1 1 1=1 I I -I- , I r4 s 114 11 i z �. p + --- k r- �� -_�, (( \`t !1 �_j` f F } - 11 _ � 1s : I0 to Z-/, , 1l I, 'tµ K t L 1 O 0 W �.... �_ ;�S yv, j m _.. E ' ; to a F1} I Y I�. _ i g,_• �- I ) s z r , ._x ' f s- w t I } 1 � L r 1 Iiiiiiiij ,+ v a rj .'rte.. ! t " 4 i y , -I 4 »e �` i � L0&� pr �. ,!Z- - �'V u" t�,�` Jam' O �� ") , 1 Q�Qv& ; ti � ® ` T G V s I =f. �/ 1I 1 �T r i A16w.I� `JI f/C� ,_ _ # � X I I. 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Al G j / -/ _ ^a...d. �.»s- �....:......... ; °�_&_ °$` a. -„y.- rY' f .�a. C ; pd .• - I- / .� ---, -. -... .I \ // I r,\ ,,✓ �__ ,ice p _#�.. ; /-'c ' `,r sn�i # _ -dam- ' 3$0 /' , J` -,.�I "� a -/ J t p § J IK} / ! l , r a.._.a � ,.. __, (, _., ., 6� � H> ».a..... Lam,+, „ ®..[ -- >. -- _.. .} .,..:: _"� ..- _ `2 - - __ ✓ , = —�° - - =! �, - � \ - - - 3_ -� L -� _ -- -' .�": '- - °'� '�, 'l . g . _ -a - cl✓enln ,, S ND BI .11 GENERAL NOTE: i THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIV : SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORI ;ITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITL PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS At FI111 CONFORMANCE WITH LOCAI REGULATIONS AND CODES. ,1. , /Vi l V 1_ ' °I . ' �"y TTTT TT T EQC 1► ► AID. ; d'Iff /III =N-011 VA � 2.vri„Fri, it 1F'F+13+ - 'F �Zi.k�F i..a_'Zi.7i�F1I 000 _ OOO r II I �. Imo!` G �<f�.... '\ya s'v . �� , �� - <�� 4. I `�!\�I��R L �/� .� �� /r :� ,MI`s �� 1 .. , .• i a�i�ewlr�`s_ '� �� . ,�iarm`°�, 1. 1 �•/ C� i� - ' f !f y iIQCC�7 j ®'; ►� \ ��•L� ��' ��I� II t" I M ,.:. .. kATE ` l 1';� 1 _ a,� ,, ESC �� I I I 111 I 1'► ��3 �AW�3 A +IM I� i= ,.III 14 F) ice, o'er /. �►,� , frs W I ® �` "�r :.I �I ,S'J ►. 1 I l o Ir, % ;... I i o n� • . l , �3 'l1i1"" --- L -�— \-1 ,\ \ I \ 1, 1 \ , - - I I �GR© � ,_ j !a =. LEGEND: ,xyJ TREE CONSERVATION \ , ,,- TREE CONSERVATION \\ , \- i LANDFILL AREA �>> DEVELOPMENT AREA ' \ (5.10 AC) (7.31 AC) NOTES: 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF 7' TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. III I!1 r ,�+ = I�� ®I 4 ��, it I - -, I � t - - -- % 1III IF REV DATE COMMENT J F 5/15114 PER COUNTY COMMENTS DRH 2 W FOR APPROVAL DRH T I�! 8114114 FOR APPROVAL j L IL a� 1 8/21/14 v DRH 5 Q Q ❑ Z W iE J 2 � DRH 6 W FOR APPROVAL ❑ _O O a C7 - Z Z Z W - - W O ffi a s 41 W �,w IY, J OOH¢O0- S� 0■■) rm, 4 �i m1--tf1�Od I0 to O 0 W w ♦ * * * *♦ yv, w Ng 9 O C lU- L -- U ¢ r Q to a s z r 2 w U• p �dJ ozoz> ga 03 m rZOp I- QOJH eg O m0=w (A QO.'UU o� * * * ** 11 0 F rI z �5 �- ! � �. w �qz W3 w U W F � !; g �WZI I O � O � cull 9Z U O Z 49 L..:.: ..> 11 x � A � z �I U W z REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8114114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1- 800-245-4848) (PA 1-800-242-17-76) (VA 1-800- 552 -7001) (MD 1- 800 - 257 -7TT7) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION N TRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I.D.: LS6 PROJECT: FINAL SITE PLAID FOR 5TH STREET STATION WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 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 ��pLTH p^_ c._ V DANIEL R. HINES "P , .0 Lic. 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I I j / � 1, l i 1..._.,... `. -'"" _ \\ �c'�% __ , 1 , 1 i - r ' I I {I it 1 I ) 1 / / / i/ I i r' / 1 / I i \`\ �� \ GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT DRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' 'HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL r.ONFORMANrE WITH LOCAL RFGU ION ND CODES. t 0 \ ♦ \ \ , a3 4 �> - , F \ \ \ s \\ m:y. r °'' \ `, \"F' \$. 4°'. :� , \ \ `<y- 'Kt \vy`� !4.., `\ \ .may �'\ 11 �. \ \ y3 a , ` \ \ ,, t \ \ W \ 1 i \ M r4 „ , N ,\ \ . �� A` =ter \, \,II. °< , ` \` \� _. _.\ \ ��, ° , -� i \ �� LEGEND: \ TREE CONSERVATION \ " � TREE CONSERVATION \� \, \\ LANDFILL AREA \ �, \ �°` DEVELOPMENT AREA (5.10 AC) '" - a (7.31 AC) `_,\ \ \ -, ,I \ \\ '` 1, I, ` 1 "\ I \ , \ \ \ , \ \ \' \ \ \ \_ I 4 11 j , �y h \ f�\ , \\ �,: \ " .O �-�p t„ , i ♦ \ t `\ [=-� \ „� ,\� `, ` \ , - -, - `-a. 1111\. --' I,, - 3.... \� `\ \ w \'\'``�, \ \ ` , ` \ ``\� \ \ ;may - ONSI PPI 40 20 10 0 40 NOTES: 111=40' 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7, TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF 71 TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8, CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. e� �v� �I I O f s � � •Iii �j l = + i ��- t i ;` I I I _ W r� V >Om ' Z w L,zzzgJ 5 u wO�W�FQ $I$ uu Y _J � — 00-,¢0= W n, vi ♦(J � - w 0 4� u) O m l- *4 " *♦ 04 p _. U W F�JiiiiiiiiiiiiiiJl ^ O < z °� = - } C d ¢ L) O J w Iz>o-Za Os o ZYZ> 8B M - z ry Y Z � Q2�Z 9% �I ..... I 0 '* �4 4 ��jj 9 H I i F-� W � F" 5 , 7 W W W W ry C; O 4 Ov J i=- a1� Q P° 6r (~ W � t. $ P. d U 7, ,y 8 W U .9 U , Z Q - U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8121/14 PER COUNTY DRH COMMENTS 5 10/01/14 PER COUNTY DRH COMMENTS 6 10130114 FOR APPROVAL DRH %, I I I i THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1- 800 - 2454848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MD 1-800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 12113/13 SCALE: 111=40' CAD 1. D.: LS6 PROJECT: FINAL SINCE PLAN FOR 5TH STREET STATION - WEGMANS 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 T H W11 A �� OFL v DANIEL R. HINES =' -V Lic. 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I I j / � 1, l i 1..._.,... `. -'"" _ \\ �c'�% __ , 1 , 1 i - r ' I I {I it 1 I ) 1 / / / i/ I i r' / 1 / I i \`\ �� \ GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT DRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' 'HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II NRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL r.ONFORMANrE WITH LOCAL RFGU ION ND CODES. t 0 \ ♦ \ \ , a3 4 �> - , F \ \ \ s \\ m:y. r °'' \ `, \"F' \$. 4°'. :� , \ \ `<y- 'Kt \vy`� !4.., `\ \ .may �'\ 11 �. \ \ y3 a , ` \ \ ,, t \ \ W \ 1 i \ M r4 „ , N ,\ \ . �� A` =ter \, \,II. °< , ` \` \� _. _.\ \ ��, ° , -� i \ �� LEGEND: \ TREE CONSERVATION \ " � TREE CONSERVATION \� \, \\ LANDFILL AREA \ �, \ �°` DEVELOPMENT AREA (5.10 AC) '" - a (7.31 AC) `_,\ \ \ -, ,I \ \\ '` 1, I, ` 1 "\ I \ , \ \ \ , \ \ \' \ \ \ \_ I 4 11 j , �y h \ f�\ , \\ �,: \ " .O �-�p t„ , i ♦ \ t `\ [=-� \ „� ,\� `, ` \ , - -, - `-a. 1111\. --' I,, - 3.... \� `\ \ w \'\'``�, \ \ ` , ` \ ``\� \ \ ;may - ONSI PPI 40 20 10 0 40 NOTES: 111=40' 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7, TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF 71 TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8, CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. e� �v� �I I O f s � � •Iii �j l = + i ��- t i ;` I I I _ W r� V >Om ' Z w L,zzzgJ 5 u wO�W�FQ $I$ uu Y _J � — 00-,¢0= W n, vi ♦(J � - w 0 4� u) O m l- *4 " *♦ 04 p _. U W F�JiiiiiiiiiiiiiiJl ^ O < z °� = - } C d ¢ L) O J w Iz>o-Za Os o ZYZ> 8B M - z ry Y Z � Q2�Z 9% �I ..... I 0 '* �4 4 ��jj 9 H I i F-� W � F" 5 , 7 W W W W ry C; O 4 Ov J i=- a1� Q P° 6r (~ W � t. $ P. d U 7, ,y 8 W U .9 U , Z Q - U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8121/14 PER COUNTY DRH COMMENTS 5 10/01/14 PER COUNTY DRH COMMENTS 6 10130114 FOR APPROVAL DRH %, I I I i THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1- 800 - 2454848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MD 1-800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 12113/13 SCALE: 111=40' CAD 1. D.: LS6 PROJECT: FINAL SINCE PLAN FOR 5TH STREET STATION - WEGMANS 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 T H W11 A �� OFL v DANIEL R. HINES =' -V Lic. No. 1151 10/30/14 �. s`SNOAiAL -�G SHEET TITLE: PLAN SHEET NUMBER: 13E I SDP 2013 - 00012 ), REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8121/14 PER COUNTY DRH COMMENTS 5 10/01/14 PER COUNTY DRH COMMENTS 6 10130114 FOR APPROVAL DRH %, I I I i THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1- 800 - 2454848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MD 1-800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 12113/13 SCALE: 111=40' CAD 1. D.: LS6 PROJECT: FINAL SINCE PLAN FOR 5TH STREET STATION - WEGMANS 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 T H W11 A �� OFL v DANIEL R. HINES =' -V Lic. No. 1151 10/30/14 �. s`SNOAiAL -�G SHEET TITLE: PLAN SHEET NUMBER: 13E I SDP 2013 - 00012 ), 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) (VW 1- 800 - 2454848) (PA 1- 800 - 242 -1776) (VA 1- 800 - 552- 7001) (MD 1-800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLPICBC CHECKED BY: DRH DATE: 12113/13 SCALE: 111=40' CAD 1. D.: LS6 PROJECT: FINAL SINCE PLAN FOR 5TH STREET STATION - WEGMANS 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 T H W11 A �� OFL v DANIEL R. HINES =' -V Lic. No. 1151 10/30/14 �. s`SNOAiAL -�G SHEET TITLE: PLAN SHEET NUMBER: 13E I SDP 2013 - 00012 ), it,_ \\ \ \ W 1 \\ \ \ \ \\ IO"PRVATE-l-' X I ITII fT'1 =_� r' 1 r « ' ,-' t i ,�. . i a rf rl % r' �. "- �� i.. - ..®,°w..""", �.�° e -- ��M'�¢}�".,— — —_ � ♦ v v — v v ♦ v ti ... ��.. k..'" ,. =., � `: ; .J♦ , �j/ - : SHEET 13E LATCHLINE SHEET 13D�IMATCHLINrr. t/ 1 �i' ,r sPa. R� � , tl� 1 1.0 .�..� `!31 Z V ♦♦ ♦♦ ♦v\ ♦\ \ \♦ \I v v\ �♦ 1 r � r r _ 2 " 8 �.� �r "IffArrl 1 „ a GFNERAL NOTE: THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROS ( SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATD SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR ITING 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 A —FULL CONFORMANCE WITH LOCAI. RFGLILATIONS AND CODFS. / — ,45.x, w—w SC.Y..,.- )U! i 111 , _ r`4a3 t -r �„s!•/`- - `� 440, r , 4i_ DENSE WOODS � LIIyIITS OF, DI$TURBANCE ♦ ♦ \♦ � � 1 1 i 1 I � 1 / I / \I tll t \\ 111 ♦ —_ / J i 1 / ff ------------------------------------ ' ; // !!/ / //' 1 LEGEND: TREE CONSERVATION - -_ —i TREE CONSERVATION k LANDFILL AREA DEVELOPMENT AREA (5.10 AC) (7.31 AC) 40 20 10 0 .m..40 NOTES: 111=40' 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF T TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. REVISIONS REV DATE COMMENT J F 5/15114 PER COUNTY COMMENTS DRH 2 W FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL 0 >O00- a 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 v FOR APPROVAL 02 X20 Z7W w 0 ; EE of Cu z 700~¢02® -- O mI- w Lea w G O 2i a Z � C� 2 w J p o z p zj B L m �z0L zF QpYJI— � O m02w c)QO_UU 0 V cc W J W z W REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800- 245-4848) (PA 1- 800 -242 -1776) (VA 1- 800 -552- 7001) (MD 1- 800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 " =40' CAD I.D.: L86 PROJECT: FINAL SITE PLAN FOR 5TH STREET WJl-sGMA NS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA guir 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax- 1540) 349 -0321 LANDSCAPE PLAN SHEET NUMBER: 13F I SDP 2013 - 00012 9RI , , , I - - , , ', , , I, 1, , . \ \ \ , I , ___, " I / / "� , \ 5u,;,�, , , 'I � I \ ,� I 'N 11 ", I, "'Z", '-,',,� \ \ �. , , , I I , , `� " 11��:�',,'N�:__,��1�11, >,Irl� 1_�\ `11`�,� I'll , , I I I I , " " \ , �� ,� * � I I I , I I I - , \ , � `\� \ I I I I � I \ , --- `I - - , ',,,'- '--- --�- � , , I I � . , , , N 11 , \, , ,:�-Zg�';� , , I i \ 11 I -,, ----- _, I- , , , , , , \ N " ,�, ,,, �% " , \ \ - ; I \ , / , I I \ , "-- ) , \� �, , , , , " - -, - � --, I, -�� _� *� : ____ "X, \ \ \ V11 / I I '1� , � � I I 'I --- \ I , &,,_t_�,,, ,:�t,-,, --,, " \ - t I I I I 11 / " \ - - , > 0 \ \ "-, " I I / I \ \ 1 If / ,`_ , - - I t N, I 1, � 1� % \1 , - � - ,-, I - ,-- _ \ N \ \ I_- \ I I I 11-1 I I " --- , � -,- / I , i , 1, -_ -- \\ \ � I I / I I I � \\ I i : ( ,,, I I " " I z �, , I , 4 // I -1 - ___.__ --� --- , \\ ,\ \ � 0 \"� \ - \ \ - - � I I I' I I I ( I—, I I 1'� I I -_ \\'\\v,\:\ - I I I I I I � I I I I I -1:�_ -_ 1, \ i \\ ,,� ,If// I �\ A �11 - __� ,�01 I I If // ---------- , ,/ I I : 1 MATCHLINE -SHEET I E - I-:'- I- I I I-,- -� - _'<,,�,, " ��, I I\ \77 , _-_ , 11 I I -4- 1 -- b / I I , 1��_ \ � \ , ( it A- X I - I I ; 11 \ I I \ I \ __ , "I'l, I i , " / - -.1 I I It I - ,,, __� - --�,'-4��-,,�_�,,�Ns, , ,�_ ' , 'I - -- ,�, , '_1 ,,;\ I " ,�� 7,N� I'� 111:�, " _ , -I- ��,,�___ � 1\ \ � , - :-.\-N -�.��,-'�,�^;",--., �`n__ N-" fu,----"-,X�_, ,,<',1,_-,_', ,,N- IN - , I-, I" __ 11- -_ Z --� i, ' 1- i \ I , N, 1-1,, - .. �� , , F , -, " \\4 - - I 11,,�� \ I I I - � . e ��, - I - I , -, I I __ ____1 "' \,�\ I\ k " \ 11 ___ I �,� I. -�,_ ---.- � 3�� - " I A, - - - -T - - �\' \\\ I � -, - � ,", 4,-� :II, I . \",,- .�:i , - ,,, - , �_ � - I �__11 , , - " ,\, �' I \ ",-- �` - - -, - , - 1 - . 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I �;�� _A�EE_ - - - - - :------__ �__________ -"'-- i-_! __ '� 11 - 3 - , _:�� - ------------------------------ - - ----- --_::::---_::-_:�-- -8--9-025' 0" --- z � 44.'i Y _' --- - I :::- ---- -z ---------- __ ------ �1_ - _____ -----_-_---Z!�-�:zz: __ -------- � ___W--------- i �__ - ___ - I_ t��-cz:f �:�:------ ---------- - --------- ---- - ---,a __ ______ - _____::_________ ---- -- ___ - "L - , -, �� -------- ��'.., ------------- ----------------------------- - � � t �� , � _______ ,uc ---------- /I,- -,e ---------- ------- _� ____ 4 ��__ _'_ - , - -------- ---- - - ----- :--:--: ------------------ --------------------------------------- ---------- - - __ - ______ -, 418 ------------------------- � - 4 __ --------- -- ---------- - - ___ ------ � ___�: - __ __ :::i :74� --- - _ - - 420 - -------- ------- __ _�= --------- --- i - ,;:�_---- - - - - - - - - ------------------- ----- /_ -/, - / ____�,__ -�--�------!��- --------- - __ - __ __ _:_________z7___�i17_________ ---- :::i " k------- ------ ------ , - - �- -, - ��-�--�--�-�-------------�------- NOTES: 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 LEGEND: IMPROVEMENT PLAN REFERENCED ON THE COVER SHEET. I \X\ \ 1\1 -11 - I ,�,, , I \1 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR /I /1� \1 , X TREE CONSERVATION �__ ill, /, '11\ I 11, T EE CONSERVATION CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS � LANDFILL AREA � 11 I � DEVELOPMENT AREA SHOWN ON SHEET 14A. \ , \ - \ \ (5.1 0 AC) C_i "I , \ - "I' -1 1,1 (7.31 AG) 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 k - __ PLANT." , , 1, \�___"\1�114 - ---- - -, " U\-,\\�,o ,\ I I \\\ I / / " , L� I . \,� \ k l\lx\, If It"I"I", I I I I "'�� , I I I I I I � 11 ( I I I I I I ''I � I I � � -",I ....... - --i-I 111-1 1- , , � , , �, n , ", � ", t � - _\, ____\\�__ I I /I � �11 \I," // I _��, ) .------ r�� "' \"t", "I'll , " " \\\c \ � - , " " I I I I I I I I \:1111", I \11, j 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. GENERAL NOTE: 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF TTO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEWALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICTWITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, 17 ISTHE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEEROF RECORD IN 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA . WRI TOTHESTART F CONSTRUCTION. FAILUR BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. __�Ijt�f�10 _� ... �__, - - ___� - __1 - - - - 11 �=.M .V �C nPAURKI" ANn 1KII 40 20 10 0 40 I kn� i r--_--,-_i ir� ===I V= 40' pr REV DATE COMMENT , p __� I 5/V)/14 PER COUNTY COMMENTS DRH 2 I ui L� D - - DRH 0 8/14/14 FOR APPROVAL < ,< [<L It ck� PER COUNTY COMMENTS DRH 5 . <, ; L��, 5, 1; r 9 Z �� FOR APPROVAL 11 , d " !" a, - � Z LIU-' OW 11 i § �.) I yj �� _j _<i �: �: Of rl� 10-� _'i !s A r-r 1 " ' T- - ;Z1 I -, � E 0 z co ,0 ,0 ,-,- m- Iff"r, - PA �74 ,2;, �- �� . M I '0 ****** g I ,1 9 g 8 , - LL LL 0 < 2 < " � I w ,,I ,� � I �mm-�, �: a� :If �! u , W 0 * u - - ic <.L- L� 0 i I 0-1 �1_ z -, 9 802 10 0 z , �` 8 20 W' T_ :! �_ �Z� -< -. H , g, m m 0 _j (-) _L W U) < W L) 0 29 " I ***** . ? I 0 0 �Q u� �_ � z 9 �� 4 < g,� w �? �� co� � u nj �,- n �) w tz 0 w - � u: E I r I UE P I �� _ "i I-) 11 11 I I - `, �Ip�n � � ��,!., �4 I- ;� "t �!, � ti i I i I- �� ; I � rL �� 2 � 1 I, 4 � L) ;4 X . \�. . I FE .00 IF '91 REVISIONS REV DATE COMMENT BY 1 5/V)/14 PER COUNTY COMMENTS DRH 2 I 6/19114 FOR APPROVAL - DRH 3 8/14/14 FOR APPROVAL - DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY I COMMENTS - - DRH 6 10/30/14 FOR APPROVAL DRH I I I I ) THE FOLLOWING STATES REOUIRE NOTIFICATION BY EXCAVATOR$, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) IWV 1-800-245-4848) (PA 1-800-242-1776) �(VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) _ r I I APPROVED FOR `6.. r PROJECT No.: V122001 " DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I.D.: LS6 j - r PROJECT: 'I FINAL SITE � PLAN � FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 1% _041 r' 1 M BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 � www.BohlerEngineering.com -.110 *1 wl. 2�i QI.- ,.,- - - - - ir.- I Q DANIEL R. HINES *P .0 Lic. No. 043176 14� . I 1 10/30/14 NA1. I - rSHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 13 Xf 31 C SDP 2013 - 00012 ) I---- --------------- ---------- IIIs IIIItIfl�! 1 �--' IIL22 lIIIdill III. . . . . . . 00f 0 400 I II4�8 ---- ------------------------ ---------- ----------- 410111011. — ------------- -- I378 ----- ----- 011 4F JO I- ---------- ......... .. ... . . . . . . . . . . 2 -------------- 00, J8 ----- 400 1-11 ...... .0 je IO2.-- 000 L3 0-0 I;0000 *4 Is .4 -7 41 I7� ;0.0,0- ss Ic I-7 to it-v I+ II< IDENSE V��';DS S II7 + Y, I kDu ---------- IV 0 4 4 24' II I N 9 IIIgo IIIIIIIII60 I6 Ila II"i —f'R' 0 . .... -1 s 0 L I0 IIIIIItI-d -Xy I0 c� 0 ly, > A�' III38 i II IIsTu Itill OF 3815 If E —p R.O.W. AREA TRE I7 ICONSERVATION' II— tL ')s PRIMARILY MIXED I,;- I/ f & Ill ---------- 0 IvVlTdo,- I+ IN'�7 A' IEVERGREEN G' IDECIDUOUS I.5U OVER 7L ------- -------- I�c ------- I------------------------------- 41122 ----------------------------- '0�ni 11Tvu W1 CAP I7" '4 I-------- k V-:.'�' 0, RVI STATE RAIE iI----- -------- ------------------------------ ---------------- 1�91AA T, 5 --------------------------------- ------------------------------------ SOUTq ZONE (NAD 8J) --------------------------------- 4JO IDENSE WOODS U.S. StRVEY FEET —440— ------- -,r7,512 ----------------------------------------- 4 ---- ---------------- ORT 4y HIN��,qqajg�,7v7 -------------------------- 4 ---------- 442 -------------- ----- ---i- Q, i 0, -V ------ ----------- 446 --------- ------------ z1 ------ - ------ ------------------------------------------------------------------ At-, -Z --------- 448 508 --------------------------------------------------- ------------- -450— ----------- 506 --------- --- -------- --------- 504 ------------------------------------------------------------------------------ --- ------- ---- ------------ ------- 45� ----------------------------------------------------- -- -------- 50 -------------------------------------------------------------------------------------- ------------ ---------------------- 452 ------------------------------------------------ ---------- --------------------------------------- ----------- ------- -500— ----------------------------------------------------- 4iI!)d ------------------------------------ --------------------------------------- ----- - 496 ----------------------------------------------------------------------------------------- ----- - -/ -------- --------------------------------------- ----------- ------------------------------------------------------------- 462 ------------------ - ------------------------ I-------------- ------- ---- ----------------------------------- -------------------- 46-4 ---------------- ------------ --------------------------------- ---------------- ------------------------------------------------ ---------------- -- — ------- ------ -1-i ---- ---- - — — -------------------------------- ---------------------- 46F ------------- ------------ - --- - -------------- - 7 - '492 ------------------------------------------------------------------------------------------------------------------------ -------- -------- — — — — — — — — -------------------------- 468 --------------------- -------- ------ ------------------------ ---------- ---------------- -------------------------------------- 47' ------------ - :: ----- : --------------------- ------------------------------ - ----------- --- ----------------------- - 4 7 - ------------- ------------ oz-�� 490— Za:;Z�— ------- 478 ------ ----- ------------ --------------------- ------- --------- ------------------ ----------------------------- -------------------- ---------------- 4 - ----------------------------------------------------- ---------- ------------- ----------- -- --------- 482 ------ -- - -:�: - -- - -:::: 486 ----------- -------------------- ---- --------------- ------------ ------ --------------- t- ------------ ---------------- ---------------------------------------------------------------------------------------------------------- ----------- --- ------------------ ------- -------------------------------------------------------------------------------------------------------------------------------------------------- t--- ------ -- ----------------------------------------------- ---------------------------- ----------------- ----------- ---------------- ---------- ------------ --------------- -------- ------------ f -- ---------------- ------------------ --------- ----------------- 64 i ------ ---------------- ------------ ------------------ --- - -- ------ INTERSTATE ----- ---------- ------ i. GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECI ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE I IHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD ll� WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 'CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONSMI) CODES, LEGEND: TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5.1 0 AC) (7.31 AC) � � j NOTES: 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF 71 TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 40 20 10 0 4 0 111=40' )P\4y c SHEET KEY B -IT I Ill REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 i i FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL Lu > lic 8/21/14 PER COUNTY COMMENTS DRH 5 ;f O� < 1 9 DRH 6 10/30/14 FOR APPROVAL 0 cw) ZLj i'�� zw 15 0 U) X 0� F-- < �X-j i 00'<07 co i-f In �: LL IL C) I-L LL < 0 >- - (ID: z C) L>L, 5 § a< < <-j 0 >-0, . -j -:< z > z in >-:- OZ 0 ow� z I< F I co Z < z 5- LIL), IZ) COO <- �01 z �T4 z cf) z z > cc Z 0 u 0 z 86 > > z 44 Ill REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10101114 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (INVIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-80OL-242-1776) IVA 1-800-552-7001) (MD 1-800-257-77T7) (DE "00-282-8555) 1% -1 APPROVED FOR CONSTRUCTION PROJECT No.: V122001-1 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I.D.: LS6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATI(J""l - WEGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com m DANIEL R. HINES Lic. No. 043176 10/30/14 CON "N Z2 r SHEET TITLE: LANDSCAPE PLAN -SHEET NUMBER: 13H I( SDP 2013 - 00012 ) -- — ---- ---- –J -- ------------------------ 7:: ------------ 6 -- ------ ------------------- -x0o, ----- --------- ------------- --------------- - - - - - - - - - - - - - - Y8 -------------- - ----- - --------- -- j - --_ ---- - -- , I I . -- -- -------------- -------- 93 ---------- - -- J96 - -------- ------------------- ---- ------------ 3661 ------ ----- -- ------------ ------ - ------- -- -------- J84 -------- - ------ ----- ---- -------- ----j94 --5 ----------- - ------------- - ---------------------- ---------- J90 ---------- ------- -- - --------- -------- -------- ------------------- - ------------------- ------ - ------------------- ------- ------------------------ ------ J84 ------ -------------- --------------------------- , j, - --------------------------------------- ------ - --- 3 ------------------------- 76 -------------------- woo N ---------------- ------- J72 ------ CA.) ca Wool' CRf-Eff INFERCEPTOR WOO* JO' SAMITARY SEWER E45f-VEIVT 36 0 ------- c,p r 0 0 -- 0 -- -------- ------------ --------- ---- ------------- Z4 -------------------------- - - — ------- ------------------- -------- --- z --- --- L45 ---------- ------------ 143 - ---------- 49 ----- - ------ - -- --- -------- ---- - ------ - ----------------- -- -- --- ... .... ------------- ----------------- 7,7 --------- -------- -- �7 ------------ - L —Z —7 ------- - -- ---------- -.woo* IVER - -7� 7� 04 GC iz q TREE CONSER\h k-f ION" PRIMAR 'ILY MmED DECIDUOUS & -------------- �GRF 14 7 -- REE :7 ------ :�7 CONSERVA f 10 T pRjMpRIL s y ml)(ED -7 DEC 7;- Pr �ovt!R -41 IDL)OUS & EVERGREEN t -Al -7 ,ozvp-D �PD C -AA V A�ATl ---------- -------- - - —89, D, B. -77 ---- - ------- ---------- ------------- ---- — -------- 7 ------- --------------------------------- - ------------ -7� 7 ------- 166-- PRORRESERVED R.O.W. AREA ----- 7- --- Cb XX -r 7,7 Z 7 -7 u 17 ------------ "z� V:, 'A 3+50 44+00 J Z, ------------ `ol 77' 45+00 x 45+50 �77 '6 �l 10, -4J 3,3, N j'A f GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECI ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE I WE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD It WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ,CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WIjLLQ2=ULATI0KIq AM rnnrq 0 X--. C2 ZA o$ FAI 7 vu 0 IZ- y- - �-2tr: --------------------- -- 1, ------------------------------ ---------------- --- - --------------- 474 ------- ---------- 412 41u X -77-� t-------- ------- 4717 j ----------- --------- 4 7;7 ----------- 474 ------ i -z xy---� ---------- v ----------------- 476 --------- ��Q- �� , - 7 -- ------------------------- -------------- - ------------- ------------- -------- ---478 --------- —4690 - — — ------------------- ---------- ------------------------- 482 ----------- ------------- >( �ZD v �,�PR6. RESEkVED -R.G.W. AREA A TCHLINE - Sl I -T-7 LEGEND: -------------- TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5.10 AC) J (7.31 AC) NOTES: 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF TTO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 40 20 10 0 4 0 1 40' REV DATE COMMENT BY 1 5/15/14 "A LIMITs OF r X- 6/19114 ;TUR13ANCE DRH 3 71 ------------- "4 -y 488 --------- rN 77 DRH 5 4, 490 ------- 1000 zk 10/30114 FOR APPROVAL 2>� > Lu ZZ-74—z ------- ------------- ------------------------ �-- Lj 0 LLl < FE - ------------- .500-- --------- ------- 496 30 Lu ll� 't �� ta 0 , < 0 1 (j) �: U- LL fl, Lu :7 -------------- - <2 0 WATCHLINE v. SHE :E 2>�- (D ::, 2< < w 0 rl� >z 0 GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECI ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE I WE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD It WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ,CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WIjLLQ2=ULATI0KIq AM rnnrq 0 X--. C2 ZA o$ FAI 7 vu 0 IZ- y- - �-2tr: --------------------- -- 1, ------------------------------ ---------------- --- - --------------- 474 ------- ---------- 412 41u X -77-� t-------- ------- 4717 j ----------- --------- 4 7;7 ----------- 474 ------ i -z xy---� ---------- v ----------------- 476 --------- ��Q- �� , - 7 -- ------------------------- -------------- - ------------- ------------- -------- ---478 --------- —4690 - — — ------------------- ---------- ------------------------- 482 ----------- ------------- >( �ZD v �,�PR6. RESEkVED -R.G.W. AREA A TCHLINE - Sl I -T-7 LEGEND: -------------- TREE CONSERVATION TREE CONSERVATION LANDFILL AREA DEVELOPMENT AREA (5.10 AC) J (7.31 AC) NOTES: 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF TTO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 40 20 10 0 4 0 1 40' IF, REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 rN PER COUNTY COMMENTS DRH 5 < PER COUNTY COMMENTS 1000 6 10/30114 FOR APPROVAL 2>� > Lu - 0 C., Lj 0 LLl < FE - 30 Lu ll� 't �� 0 , < 0 1 (j) �: U- LL Lu - <2 0 :E 2>�- (D ::, 2< < w 0 rl� >z 0 0 , z > , z ).:Z C) z �02 LL W 'z 0� <. z < 0 - 0 M LLI < z ffmaq—% c Pm4 wy > IF, REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 8/21114 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30114 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION r'PROJECT No..- V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 11=40' % CAD 1. D.: LS6 J PROJECT: FINAL SITE PLAN FOR 5TH STIREET STATlkf--'Y%N - WEGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUN , BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com 0> DANIEL R. HINES Lic. No. 043176 10/30/14 A r SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER 131 ( SDP 2013 - 00012 ) , \ \ \ \ k , \ \ \ \ , \ \ e \ \ \ \ , \ \ ^° °� \\ `, \ \\ \\ ` ♦\ `\ °\ `\\ `\u v. \ e \ \ , , \ , \ \gyp \ \\ \ C 't - . \ S , e , \ \ , - ♦ i \ / \ / s 1 l - Y t ♦ t_ r + �T \ + t r 1 1 e \ I , I \ r , \ P ,I,I I_-- ____ —J ; t i I , , , \� , ` \.- e\ i,•, 1_ �i \\ L s_' —_ _._.__ - -_ 1 Y 1 t I 1 1' f I ", \, \IIIf f'Itl dl! ill �t \` ice♦ GENERAL NOTE: i THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIV : SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORE STING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU :PTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS Ai FUI I CONFORMANCE WITH LOCAI REGULATIONS AND CODES. i '�t'y�i - 4,98 MATCHL1NE e SHEET 131J o 1 1 � \ -t- _f € - s•e 2 _ ! I a _ l= _ F --P — I I 1 S I I 1 I I 1 1 1 1 1 I 1 I 1 1 I ' SOS T.M 77 P1R.11E 1 I I I i 7� /i , - "21:1b3ACRE , 1 - ZONED PD -S(' VSE• YACANTLAND ----------- - - - -- AIVO1V LLC ; ♦`s x_2$72 , P .51® CO. I j ' Q� D 1 894 1 P � T apL_ T 1 S Cdr: ^ • ,_ t ,� °� ° ^� ° t u �,""° SF .d s *� r U Al v 3 \ - - — - - I W W- __ t f �4 LEGEND: }� 1 TREE CONSERVATION TREE CONSERVATION LANDFILL AREA I DEVELOPMENT AREA (5.10 AC) (7.31 AC) + LIMITS OF - -” DISTURBANCE `- \ KA9 -- • 494 qtr -- -- Hd�_.__ _ ".�- F�7-.,s,,.�.-- - - - -HO HD �-�-= —HO- - - -- ------ - - - - -- ---t---492---------- � 4 Q O ® A 0 COLWTY T.M..P 77E1 -IA NIF WA TS ON CORPORATION USE: iVAREHOUSE DB 460 7PLA T DB 460-3, 6PLAT 0 0 0 L, I �y t , }�t ' 1 0 ;pil, p 1 ERVED -P GP R . RES 1 1 R.O.W. AREA 1 1 I 1 r 1 0 O 0 I IN1 tr I I! �O�F INPo cou A V( Di `1 D.E. 1 1 1 or _ 4 L� _ r+ .f*d rS *t Ed' S SM I. °4v 11 1 I% V X - �..��.. x 1 -+2 3.53 X. X X�� -------- - - - - -- tAlf I i \ \ i I YYY1 __ ' , t , I , Q r r r I , ' r , 1 r t , I , r J 1 r , r r 4) 1 Q NOTES: 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 1% 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF T TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 1 ` i r r / , , r r r r , r i 40 20 10 0 40 1 "= 40' s REV DATE , BY — 11 _tee.- _._...._ �_ „`� ........_ IL 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS I W W- __ t f �4 LEGEND: }� 1 TREE CONSERVATION TREE CONSERVATION LANDFILL AREA I DEVELOPMENT AREA (5.10 AC) (7.31 AC) + LIMITS OF - -” DISTURBANCE `- \ KA9 -- • 494 qtr -- -- Hd�_.__ _ ".�- F�7-.,s,,.�.-- - - - -HO HD �-�-= —HO- - - -- ------ - - - - -- ---t---492---------- � 4 Q O ® A 0 COLWTY T.M..P 77E1 -IA NIF WA TS ON CORPORATION USE: iVAREHOUSE DB 460 7PLA T DB 460-3, 6PLAT 0 0 0 L, I �y t , }�t ' 1 0 ;pil, p 1 ERVED -P GP R . RES 1 1 R.O.W. AREA 1 1 I 1 r 1 0 O 0 I IN1 tr I I! �O�F INPo cou A V( Di `1 D.E. 1 1 1 or _ 4 L� _ r+ .f*d rS *t Ed' S SM I. °4v 11 1 I% V X - �..��.. x 1 -+2 3.53 X. X X�� -------- - - - - -- tAlf I i \ \ i I YYY1 __ ' , t , I , Q r r r I , ' r , 1 r t , I , r J 1 r , r r 4) 1 Q NOTES: 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 1% 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF T TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 1 ` i r r / , , r r r r , r i 40 20 10 0 40 1 "= 40' s REV DATE , BY it 5/15114 PER COUNTY COMMENTS DRH IL 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS Q El 6 10/30/14 FOR APPROVAL DRH 00� -- `------- - - - - -I I I 1 I W W- __ t f �4 LEGEND: }� 1 TREE CONSERVATION TREE CONSERVATION LANDFILL AREA I DEVELOPMENT AREA (5.10 AC) (7.31 AC) + LIMITS OF - -” DISTURBANCE `- \ KA9 -- • 494 qtr -- -- Hd�_.__ _ ".�- F�7-.,s,,.�.-- - - - -HO HD �-�-= —HO- - - -- ------ - - - - -- ---t---492---------- � 4 Q O ® A 0 COLWTY T.M..P 77E1 -IA NIF WA TS ON CORPORATION USE: iVAREHOUSE DB 460 7PLA T DB 460-3, 6PLAT 0 0 0 L, I �y t , }�t ' 1 0 ;pil, p 1 ERVED -P GP R . RES 1 1 R.O.W. AREA 1 1 I 1 r 1 0 O 0 I IN1 tr I I! �O�F INPo cou A V( Di `1 D.E. 1 1 1 or _ 4 L� _ r+ .f*d rS *t Ed' S SM I. °4v 11 1 I% V X - �..��.. x 1 -+2 3.53 X. X X�� -------- - - - - -- tAlf I i \ \ i I YYY1 __ ' , t , I , Q r r r I , ' r , 1 r t , I , r J 1 r , r r 4) 1 Q NOTES: 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 REFERENCED ON THE COVER SHEET. 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 PLANT." 1% 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT. 7. TREES AFFECTING SIGHT DISTANCE LINES SHALL BE LIMBED UP TO A HEIGHT OF T TO ENSURE SUFFICIENT SIGHT DISTANCE IS ACHIEVED. 8. CONTRACTOR SHALL COORDINATE FILTERRA PLANTING SCHEDULE WITH FILTERRA REPRESENTATIVE, AND VERIFY WITH ENGINEER PRIOR TO INSTALLATION. 1 ` i r r / , , r r r r , r i 40 20 10 0 40 1 "= 40' s REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH IL 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS Q El 6 10/30/14 FOR APPROVAL DRH 00� tt�� F� /o x - J Ix Z Z Z W o — W — o g O LL �FQQ � � of J Lu PA W 1 9 W R w a O n< Q >- I. :f z >-: 8 w U 6 0 . 2>: 0 B mYZO' O Z m Q Z OJ02W U) <CY 0 0 ca z F H W W Z c� 'Z� c x o 0 - U G Q m r� W U w REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6119/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VVV 1-800-2454848) (PA 1-800- 242 -1776) (VA 1-800-552-7001) (MID 1- 800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I. D.: LS6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION WEGMA NS 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 ��pLTH pF` V DANIEL R. HINES y Lic. No. 043176 10/30/14 �11AL SHEET TITLE: LANDSCAPE PLAN SHEET NUMBER: 13J SDP 2013 - 00012 ) County of Albemarle Cons= rvation Plan Chevklist —Tao be placed on Landseape Playas" (Handbook, pp III- 284 - 111 -297 for complete specirkations)' 1. The fg1lawring Items shall 'beshnym on the Elate: ZI Trees to be saved; Z1 Limits of clearing (outside dripline oftrees to be saved)';' 19 Location and type of protective fencin ; ZI Grade changes requiring tree wells or walls; M Proposed trenching or tunneling beyond the limits of clearing, 2 lilarkin@a ri All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County inspector. 3. Pre - Construction Conference: Tree preservation and protection measures shall be reviewed with [lie 'contractor 'on site. 4. Fat,aerlment Ofwrst rm anti Storseea U Heavy equipment, vehicular traffic and storage d construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erotion and Stormvrster. Dttention D6it= Such devices shall not adversely affect trees to be saved,. G. Fir L Fires are not permitted within 100 feet of the dripline oftrees to be saved. 7 T%tft h4ltterialss Toxic materials shall not be stared within 100 feet of the dripline of trees to be. saved . t�l' e+jgttive Penns�p °. Trees to be retained within 40 feet of a proposed'; building or grading activity shalt be protected byfencing.. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree M!J1: When the ground level trust be raised within the 'dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted forapproval. 10. Tree Walls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall' shall be 'provided; and a construction detail submitted for approval. 11. 'Trenebina and Tunneling: Wien trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible, Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching -ail] destroy feeder roots. '12.- Cleanup C7 Protective fencing shall; be the last items removed' during the final cleanup.. 13. D!M?gg Trees.' Damaged trues shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. s NOTE: IT IS T1 1E DEVTLOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE, CONSERVATION REQUMENIENTS. (DATE) CONTRACT PURCHASER S11r. ATLTItE (DATE) 511/06 Page 1 Df 1 GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT VORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT 15 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 1CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IP FULL CONFORMAN .E WITH LOCAL REGULATIONS AND CODES. COMPLIANCE CHART FOR THE ALBEMARLE COUNTY ZONING ORDINANCE LANDSCAPE SCHEDULE e WEGMANS SITE REQUIRED: COMMENT BY INTERIOR LANDSCAPING: EXCLUSIVE OF AREA OF PARKING LOT: 286,974 SF KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AREA OF CANOPY TOTAL AREA OF 8/14/14 FOR APPROVAL j LANDSCAPE SPECIFICATIONS ICA JL IOl �I` S NOTE: TREE STAKING TO BE REMOVED ILL � 1. SCOPE OF WORK: 9. PLANTING ° o ° o ° > o a- 2 AFTER 2 GROWING SEASONS o o w C6 ONLY TREES WITH ONE MAIN LEADER o THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT SHALL BE PURCHASED. DO NOT PRUNE o J PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. TREE AT PLANTING UNLESS DIRECTED ° a 0 NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS TO BY PROJECT LANDSCAPE ° F O > o o = R l � o �F� J TOOLS AND EQUIPMENT THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH ARCHITECT DO NOT WRAP TRUNK I� U w o z � . o g THE GENERAL CONTRACTOR. TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. DO NOT STAKE OR M.y _ p p w a p 2. MATERIALS WRAP TRUNK FOLD BURLAP AWAY FROM TOP OF ° 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 ROOT BALL REINFORCED RUBBER HOSE (1A.) ° oo NLY TREES WITH ONE MAIN LEADER SHALL IN O m ~ m w a DIA.) PURCHASED. DO NOT PRUNE TREE AT PLANTING �j F. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. d <G a DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS TWISTED ° UNLESS DIRECTED TO BY PROJECT LANDSCAPE LL Q PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. ° ° °° ARCHITECT p y 0 2 a B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5 %, A PH RANGE PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN 2" DIA. HARDWOOD STAKES 2/3 TREE HT. ° w z z Il 8 BETWEEN 4.5 -7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1 "), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN -CUT ENDS PRIOR TO PLANTING OR TWICE THE WIDTH POORLY DRAINING SOILS. ° 2 PER TREE SET ROOT BALL FLUSH TO GRADE OR M' cD ¢ ¢ w e g OF THE ROOT BALL; SEVERAL INCHES HIGHER IN POORLY U � m < g 2 MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. � 4" BUILT -UP EARTH SAUCER EXISTING GRADE W r o ¢ 6 s WHICHEVER IS C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6 ") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON - BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALL$ GREATER = 3" THICK LAYER OF DARK DRAINING SOILS. o Z Y z w 0 rs ED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PREPARED SOIL FOR TREE = z o ° w F BROWN DOUBLE SHREDDED _ —III -i ¢ z AS DIRECT 1 PART PEAT MOSS III —III= 3" THICK LAYER OF DARK BROWN o m 5-- = w 2 PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE III =I DOUBLE SHREDDED HARDWOOD H `� Q v 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES 1 PART PEAT MOSS 1 3 PARTS TOPSOIL MULCH 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL PART COW MANURE 3 BEFORE PLANTING ADD 3 TO 4" I - 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PARTS TOPSOIL OF WELL- COMPOSTED LEAVES UNDISTURBED SUBGRADE — I 4" BUILT -UP EARTH SAUCER V OR RECYCLED YARD WASTE TO —_- BEFORE PLANTING ADD 3 TO 4" OF WELL - COMPOSTED u�l .,�a<•, BED AND TILL INTO TOP 6" OF -� I I �. — — cn � PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE =I =III— `-' °" '' -`•" I I= III =I I _ — = LEAVES OR RECYCLED YARD WASTE TO BED AND TILL z h H D. MULCH -THE MULCH AROUND THE P PREPARED SOIL. I t III = I Ir INTO TOP 6" OF PREPARED SOIL. g 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. TI I —III— =I I =I I- =III= I / \ � 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 UNDISTURBED--/ I I I 1I I I _ — _ — 4 -6" DEEPER THAN ROOT BALL FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE SUBGRADE I _ REMOVE THE TOP 1/3 OF THE WIRE BASKET IF E. FERTILIZER FOLLOWING PLANTING SEASONS: =I — III = III = III —III— III — III -� I I REMOVE THE TOP 113 OF THE WIRE BASKET IF 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.11. PLANTS: MARCH 15 TO DECEMBER 15 —I I 1 =� I I— —" I— PRESENT. ANY AND ALL TWINE SHALL BE REMOVED I I— 12' — PRESENT. ANY AND ALL TWINE SHALL BE REMOVED DIG HOLE WIDE, - �—I-•- 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 1 SHALLOW THE TREE BEFORE BACKFILLING. BURLAP SHALL WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR 70 USE. WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE BE FOLDED BACK INTO PLANTING HOLE BE FOLDED BACK INTO PLANTING HO U TINLE OF ROOT BALL J� ti W U 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUN - 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 �. Q Iz � � SET ROOT BALL ON FIRM PAD � � SET ROOT BALL ON FIRM � G � AGENCY FOR POTENTIAL SUBSTITUTIONS. IN BOTTOM OF HOLE °8 0 4 A CERTIFIED SOIL LABORATORY. PAD IN BOTTOM OF HOLE H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. l F. PLANT MATERIAL U W 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 RISKUR PLANT DEATH L EVEIRGREEN TID EE PLANTING DETAIL Tjj� j�E PLANTING ®N S O�yE DETAIL IL w BY THE AMERICAN NURSERY &LANDSCAPE GREATLY INCREASED IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING ley JL�J�s JC 1.�y l� ley .Jla JC 1� � NURSERY STOCK (ANSI Z60.1), LATEST EDITION, AS PUBLISHED ASSOCIATION. 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL. 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST SEASON: FACER RUBRUM PLATANUS X ACERIFOLIA SETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES DATE NOT TO SCALE BY 1 NOT TO SCALE PER COUNTY COMMENTS DRH 2 ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES DRH 3 ONLY TREES WITH ONE MAIN LEADER FOR APPROVAL SEEDING IO �EE��}�T� v SPECIFICATIONS 4 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1W., KOELREUTERIA QUERCUS VARIETIES DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA DRH 00 o SHALL BE PURCHASED. DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES oo ° TREE AT PLANTING UNLESS DIRECTED 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF oo° TO BY PROJECT LANDSCAPE ARCHITECT 1. MATERIAL: GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE ° DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: FOLD BURLAP AWAY FROM THE SPECIFIED COMPOSITION: INCHES (6 ") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4 ") CALIPER SIZE. • 1 PART PEAT MOSS PREPARE WIDTH OF o °o TOP OF ROOT BALL 1.1.1. 80% - TURF TYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (6 ") ABOVE THE GROUND EXCEEDS FOUR INCHES (4'D IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME 1.1.2. 10 %- KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR TWICE THE WIDTH OF o SET ROOT BALL FLUSH TO GRADE 1.1.3. 10% - ANNUAL RYE GRASS SEED 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAMS'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: ° ° °° OR SEVERAL INCHES HIGHER IN 1.2. INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT THE ROOT BALL; WHICHEVER IS GREATER e o o POORLY DRAINING SOILS. 1.2.1. SEED: LAWN SEED SHOULD APPLIED AT A RATE OF 7 LBS/1, SF 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT 1.2.2. D 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 YT CALIPER OF TRUNK PREPARED SOIL FOR TREES 3 THICK LAYER OF DARK BROWN DOUBLE (46 LBS / IF NO SOIL ANALYSIS I PERFORMED. A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS SHREDDED HARDWOOD MULCH 1.2.3. FERTILIZEER: R: COMMERCIAL GRADE 12 -20-- 12 SHOULD BE APPLIED AT A CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1 PART COW MANURE RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 ATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE DEBRIS K ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL THE POINT AT WHICH THE ROOT FLARE BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS REVISIONS REV DATE COMMENT BY 1 5115/14 PER COUNTY COMMENTS DRH 2 6119114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH B. WASTE M PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF WELL- COMPOSTED LEAVES OR UNDISTURBE RECYCLED YARD WASTE TO BED INITIAL ESTABLISHMENT. OF THE ROOT BALL. SUBGRADE � ., ; a° AND TILL INTO TOP 6" OF 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A 4. SITE PREPARATIONS —III= ;;" ' " I I =I 1 =I I II _ 0 A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED I— I =III= I =I I I =I I I- 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 T FROM GRADE. I I —_ _ — — — _ — — COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE , I =I — — — III =I I — _ _ — — — 4-6" DEEPER THAN ROOT BALL TH ROUGH THE STRAW LAYER. DIG WIDE, SHALLOW HOLE =III =III = III =I I ( —III= - III =III —I I B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A /." LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL WITH TAMPED SIDES — I REMOVE THE TOP 113 OF THE WIRE BASKET IF 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 "— III =� I I— —' I I -' 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 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK AND PH OF THE SOIL ALL INSTALLATION AREAS SHOULD BE PREPARED TO 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 AROUND BASE OF INTO PLANTING HOLE EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. ROOT BALL AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. TO PREVENT SHOCK OR DECLINE. SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) PAD IN BOTTOM OF HOLE AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE (VW 001) 1-800-245-4848) (M45 4848)257 1-800-242-1776) 77) (D 2 -1-800 O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED (VA 1- 800 -552 -7001) (MD 1-800- 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 TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS DECIDUOUS T IOEE PLAN TI 1� G DETAIL AL SOIL ANALYSIS. PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE 1� 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE APPROVED FOR WATERING SPECIFICATIONS AS LISTED HEREIN. PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON - SELECTIVE 5. TREE PROTECTION NOTTOSCALE 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 PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO PROJECT No.: V122001 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 HIGH- DENSITY'VISI- FENCE', OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DATE: 12/13/13 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 BF LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED PLANT SHALL BE FOR CONTAINER -GROWN 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI- PACKER, TURF CAD I.D.: SD6 WITHIN THE TREE PROTECTION DETAIL, D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. TRANSPLANTED AT THE SAME ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS GRADE AS IT BORE IN THE SHRUBS, USE FINGER OR SMALL HAND TOOLS TO PULL ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF PROJECT: C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER COMPACTION. FINAL ��E AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. LAYER OF POTTING SOIL; THEN ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES CUT OR PULL APART ANY 3. INSTALLATION: MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6 ") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE PLANTING MIX: �L�� MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 1 PART PEAT MOSS ROOTS THAT CIRCLE THE 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 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. STANDING IN THE TREE PROTECTION ZONE. 11. WATERING 3 PARTS TOPSOIL PLANTING 3" THICK LAYER OF DARK 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO F® A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. MIXTURE WILL CHANGE WITH 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL SHREDDED HARDWOOD ENGINE E /ARC MAY ALSO BE PERFORMED WITH THE 5TH STIREE Jl SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. 812" MULCH ENGINEER /ARCHITECT'S APPROVAL. _ FINISHED GRADE 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING 'j�° '�°j� ��j 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. S JL A �1. IOl 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 I I —III I I =I I I= PLACE SHRUB ON 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO AND RECYCLED YARD WASTE —III— se — III —III ONTAINEER FIRM SOIL IN AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND ��,°��/((��° BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. TO BED AND TILL INTO TOP 6" —III III —III -I I —III BOTTOM OF HOLE. VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE V �y IIII // ��r�a1l 1 � �sJJ'' OF PREPARED SOIL I I I = III =I I = I I -III —III = —_— I I- I= APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT I = _ _ _ — I= III = III = III =I I — III = III = III =III= RATE OF 80LBS PER ACRE. LOCATION OF SITE COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF REMOVE THE TOP 1/3 OF THE I I I I I I, I I- III —III -I III - III - III -1 I I_ III —i I I =1 I I -1I I I I I I I ; , — —� I —III 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE NORTH OF I -64 BETWEEN PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET IF PRESENT. ANY UNDISTURBED I 24" MINIMUM RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC AND ALL TWINE SHALL BE SUBGRADE 5TH STREET AND 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 1SQUA2 STARTER FERTILIZER PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED AT A RATE OF 250LBS PER ACRE (ODUC /1000 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.) SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. DECID lLJ O 1..J S AND ER EIJDLX ry �E�-a�T BOHLER 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. �/�4 �•�d 1� 4. MAINTENANCE CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION. �j�jrjj�l T� �L��T'IC°jr�((� jj�ljCa°'IC°�jrL 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS 7. FINISHED GRADING JL JLJLO � L J 1 � I ` JL JL o.�r DETAIL JL JL IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF M E N G I N E E R I N G 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 CONDITION AND FREE OF INSECTS AND DISEASE. 4.2. REPAIR. ALL SEED WASHINGS AND EROSION. Phone: (540) 349 -4500 B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN PLANT MATERIAL SPACED AS SPECIFIED. ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER INCORPORATE 2" OF PEAT INTO 6" OF SEE LANDSCAPE SCHEDULE FOR PROPOSED Fax: (540) 349 -0321 THICKNESS (1 "t). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED SPACING. www.BohlerEngineering.com ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 3" THICK LAYER OF 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 LA LA HARDWOOD BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED 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 11 tf „`: ; - �% DANIEL R. HINES 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. MINIMUM 6" TOPSOIL f '': ; :' . f EXISTING SUBSOIL A. CONTRACTOR SHALL PROVIDE A SIX INCH (611) 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 SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. 10/30/14 �II1 =1I1 == =III -III � I F � B. ON -SITE TOPSOIL MAY BE 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 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. D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6 "). ALL DEBRIS EXPOSED D= PROPOSED ON CENTER LANDSCAPE 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 j�1L°vll°��L DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): SEE LANDSCAPE SCHEDULE DETAILS JJL� 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: GENERAL NOTE: TYPICAL PERENNIAL AND GROUND COVER SPACING &LAYOUT 14JD IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT ��}}'��}}�� ref v jn� WORK SCOPE CIFICA PRIOR IONS OR EINIICABL CONSTRUCTION. TO N TIFY THE PROD CTENGINEE O RELATIVE TO �E�E��L�� ®�� OVEJlO �L��q��y �E JL �� 1� A THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN {A1 (\(j J -J WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE h ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN SDP 2013 - 00012 NOT TO SCALE W 0 m � �CO J O to 00 t0 t t0 t N =- � N m� 0 W t0 r� �r LL FQ SAN 3 I I I I I 0.2 \ 03 0.3 02 039 043 ♦ I oil �. ♦ _ < > L ATCH �. �♦ ♦ ♦ ♦ (. LINE - SHEET 15 O 00.3 1VJIATCH]LINE - SHEET 15E .. . 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W W TW W ' W " ,9W 2 ��5 76 W � W 6 � 9 �5 T �2 08 �4 �2 �3 W w OO 0 4 0 / 4 51 •' - -- '6 Q ' - - - -.3 4 4 �'- - -f- - - 8-• - - -- 5.'':: :r'-.6 -t • - -_- - - - - -- O O 2.5 6 9 2 :' •. ;,':,J . ?,i� ", „ ~T':.'" : •� r; ;:.,' . F 2:3 :T:.:.'�3• :. - "�.6,T't�'�'38'' r: 6`9,.`..,•:�: -- 4.5 3.3 3.5 f'� 4.6 15.10® 3.4 2.4 2.3 0.5 HA 1 f ' I •,- ' te•. . y..• SAN : $:7 2.2 •.0.5 + °1.0 1,8• r 3.4 ✓•38 "k 12 F .13 0: 1:1 <.:.. ' .2'•'� ::. 9 . ``9.` ` 2.5 18.0 1.4 42� 1 5 1 2 1 3 21 1.9 1.9 2.4 4.2 • :2 �'.'•; �•r1 .'Q.. � 01 42301�)�TOTe, o.o Mal Q�Q ZZ.? �a Z )z0 N GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( 2K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO 'MMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANI FULL CONFORMAN .E WITH LOCAL RFGLILATIONS AND CODES. 12 V2 9 018 019 is 013 00 GI -- ■ I I I � i I •f .7� a �.1 .9 0.3 �1 �2� V6 �' 5 HA HA G 10'P ATE <�4 <�7` G 5 .9 r UTILITY EASEMENT G// / J d ,5- 1.4 .9 .6 ,� 0 2 05,3 02.8 WW 9VW / <�8 04.5 Ir HA HA Mow 5�6 D,6 D.5 �5 2 00.2 00.2 1� 0. 0.1 _.. 00,2 00.3 r-- 7 "A 01 8 � 1 4 .7 14. f{A % o• __ �. A LIMITS OF o '0 39JO97' 0.0 _ - DISTURBANCE °'0 N 843'53" 0,0 00 0 0 X 0,0 0 0 ` �. X 0.0 0.0 a A 0.0 0.0 � X _ 0 0.0 0.0 W m a LIMITS OF DISTURBANCE 0.0 S gry a 0,0 0o 0.0 '0.0 � to Was we al 40 20 10 0 40 NOTES: 1"= 40' 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MOTE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLES. 3. NO PROPOSED LIGHT POLE, INCLUDING THE BASE, SHALL EXCEED A 20' MOUNTING HEIGHT. On REV DATE COMMENT J F 5/15114 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8114114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 O >z Gt DRH O 10/30114 FOR APPROVAL . g 2.3 4.1 4.2 9.1 '�';•' •6.6. '• WO��HQR �S �LL1�0_J H 1.9 OOF QOT 2.8 1 3.0 m r0 LL a . 3.� 2.0 2.6 ct1 vw1 as w p o 2< a .2 05. s 04,7 5. 5� 06.1 06.8 1 I O I I 4 : 01 6 7 18.7 3.4 mzaz O JOxw cAQ11 UU �m $ ' •7 0 HC z ® z HC Am cn f W I GA n® HA .8 6.4 \71 6.2 ® 9.9 9.6 8.2 6.6 6.7 14 :• 2 1.2 IOC I I .. O 4. 9 HC O 5,6 O 2.9 O 3.1 5.6 I J 016;1. i= O 1.1 3.2 8.0 l(,1 ; :. :;. .6 .6 09 O 5.3 1 O 3.6 O 1, O 1.4 O 1.9 ( O 3.1� I I I I 1 'r'• � M > 6. ..i 4 1.31 I Gi 1.2 n O cn T cn O \ n \ \/�� Y • } . r. • Q 1A I I A 01 42301�)�TOTe, o.o Mal Q�Q ZZ.? �a Z )z0 N GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE( 2K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO 'MMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANI FULL CONFORMAN .E WITH LOCAL RFGLILATIONS AND CODES. 12 V2 9 018 019 is 013 00 GI -- ■ I I I � i I •f .7� a �.1 .9 0.3 �1 �2� V6 �' 5 HA HA G 10'P ATE <�4 <�7` G 5 .9 r UTILITY EASEMENT G// / J d ,5- 1.4 .9 .6 ,� 0 2 05,3 02.8 WW 9VW / <�8 04.5 Ir HA HA Mow 5�6 D,6 D.5 �5 2 00.2 00.2 1� 0. 0.1 _.. 00,2 00.3 r-- 7 "A 01 8 � 1 4 .7 14. f{A % o• __ �. A LIMITS OF o '0 39JO97' 0.0 _ - DISTURBANCE °'0 N 843'53" 0,0 00 0 0 X 0,0 0 0 ` �. X 0.0 0.0 a A 0.0 0.0 � X _ 0 0.0 0.0 W m a LIMITS OF DISTURBANCE 0.0 S gry a 0,0 0o 0.0 '0.0 � to Was we al 40 20 10 0 40 NOTES: 1"= 40' 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MOTE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLES. 3. NO PROPOSED LIGHT POLE, INCLUDING THE BASE, SHALL EXCEED A 20' MOUNTING HEIGHT. On REVISIONS REV DATE COMMENT J F 5/15114 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8114114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 O >z Gt DRH 6 10/30114 FOR APPROVAL °w= g �zc� p. WO��HQR �S �LL1�0_J H ~� OOF QOT O m r0 LL a as w p o 2< a 3f z } s w 8 • U o �<W a� es ly z z �¢° °W� mzaz O JOxw cAQ11 UU �m $ 0 z z Am _W W W U U U W i= REVISIONS REV DATE COMMENT BY 1 5/15114 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8114114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10101114 PER COUNTY COMMENTS DRH 6 10/30114 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- SOO-245-4848)(PA 1-800 -242 -1776) (VA 1-800-552-7001) (MD 1.800-2S7-7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D.: LT6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION - WEGMA NS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER EN 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 T V DANIEL R. HINES P .p LiC. No. 043176 0; 10/30/14 `�14 1 NAL SHEET TITLE: LIGHTING PLAT SHEET NUMBER: 15F SDP 2013 - 00012 ), GENERAL NOTE: THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRO, SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATI SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOF PING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONST11 'TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS f FII CONFORMAN .E WITH A R GULAT -- AND AD S. X X OX •O l< D •o oX O X O X OX O X i AVON STREET O ]EXTENDED STATE ROUTE 742 f yp HO ND y �,ca;1 x LIMITS OF DISTURBANCE W hf0 HO 80 --L- -- ,ems. �f tv- COUNTY T.M.P. 77E1 -IC r�G�NN gOV a31 z a° ®I r Fm- NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MOTE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLES. 3. NO PROPOSED LIGHT POLE, INCLUDING THE BASE, SHALL EXCEED A 20' MOUNTING HEIGHT. 1 SHEET KEY 40 20 10 0 40 1 "= 40' f lill I REV DATE COMMENT J A VONHOLDINGS LLC 5115114 PER COUNTY COMMENTS DRH D.B. 272, Pg 510 (Co.) I FOR APPROVAL DRH DB 894, Pg 180 PLA T (Co.) 8114/14 AVON STREET EXTENDED - STATE ROUTE i42 PROP. RESERVED 4 ,• PER COUNTY COMMENTS - A.O.W. AREA a, m (VARIABLE WIDTHRIW) Z 6 10/30/14 FOR APPROVAL 000a I SHPB 4 Pg237PLAT (Co.) I i W �zzzgw w °jr < r-LIMITS OF DISTURBANCE SHPB 9 Pg 3- 4 PLAT (CO.) S 32 020'02" 423.53' COZI O ' O AVt w D. o ll Q I p D.17. n O s O _O C U p -ij OZ�Z� W 8� 0 0 °0 00 00 - -_ � O O - _ 0 S 32 °20'02" 423.53 ,ems. �f tv- COUNTY T.M.P. 77E1 -IC r�G�NN gOV a31 z a° ®I r Fm- NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MOTE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLES. 3. NO PROPOSED LIGHT POLE, INCLUDING THE BASE, SHALL EXCEED A 20' MOUNTING HEIGHT. 1 SHEET KEY 40 20 10 0 40 1 "= 40' f lill I REV DATE COMMENT J A VONHOLDINGS LLC 5115114 PER COUNTY COMMENTS DRH D.B. 272, Pg 510 (Co.) °� FOR APPROVAL DRH DB 894, Pg 180 PLA T (Co.) 8114/14 AVON STREET EXTENDED - STATE ROUTE i42 J Q 4 8/21/14 PER COUNTY COMMENTS DRH 5 ") (VARIABLE WIDTHRIW) DRH 6 10/30/14 FOR APPROVAL 000a g SHPB 4 Pg237PLAT (Co.) I i W �zzzgw w °jr < r-LIMITS OF DISTURBANCE SHPB 9 Pg 3- 4 PLAT (CO.) S 32 020'02" 423.53' ,ems. �f tv- COUNTY T.M.P. 77E1 -IC r�G�NN gOV a31 z a° ®I r Fm- NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MOTE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLES. 3. NO PROPOSED LIGHT POLE, INCLUDING THE BASE, SHALL EXCEED A 20' MOUNTING HEIGHT. 1 SHEET KEY 40 20 10 0 40 1 "= 40' f lill I IF REVISIONS REV DATE COMMENT J 1 5115114 PER COUNTY COMMENTS DRH 2 1 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL J Q 4 8/21/14 PER COUNTY COMMENTS DRH 5 0 Q _ DRH 6 10/30/14 FOR APPROVAL 000a g Z W �zzzgw w °jr < D, Lu J_ fZ w p o ll Q = } z s W C U p -ij OZ�Z� W 8� F- QOJ � 0 -0— U) QD!UU 0 FJ W d H C7 O 'F U � W � J U w U B� O > 4 U W IF REVISIONS REV DATE COMMENT BY 1 5115114 PER COUNTY COMMENTS DRH 2 6119114 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (VVV 1- 800 - 245 -4848) (PA 1 -800- 242 -1776) (VA 1-BOO-552-7001) (MID 14300-257-7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: AS NOTED CAD I. D.: LT6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION WEGMANS ]LOCl�TION 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 ��pLTH pF V DANIEL R. HINES y' .p Lic. No. 043176 10/30/14 Z �NA1. IF SHEET TITLE: LIGHTING PLAN SHEET NUMBER: 15J (-S-DP 2013 - 00012 G 0 4 4 GENERAL NOTE: I IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC' )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FU CONFORMAN . WITH LO .AIR ULATIONS AND CODES. 9 I/2" SQ. MOVEMENT ICK VIANDS HOUSING 4LUMINUM) ITE DIAL ACRYLIC ARKINGS MOV "T MTG. SUPPORT (STEEL ANGLEE FRAME) )VERALL LENGTH 1 /4 " -TYP.. ROJECTION ROM WALL i DEPTH' 1OVEMENT /2 " -TYP. )JECTION FO WALL A LIFTING EYE,-BOLT PROVIDED W/ CLOCK 3 ILLUMINATED - FLUSH CLOCKS NQT-9: SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE. T LED DRIVER Box - 2x ACCESS FROM 13ACKSIDE SPACING . DIAL r }1 r r SINGLE SIDED LEI EQUALLY SPACED BACKLIGHTING OF 690 3/8" OUTER ANGLE FLANGE M mi LED Mu ti. 084" ID (SIGHT OPENING) FA C Ery "A" HANDS: "MS-84" 2 TEMPERED ALUMINUN ANGLE & GLASS CRYSTAL- -\ f^ RETAINING RING (2400 STYLE ONLY) riAIVOS -- ,- A - SIGHT OPENING ACRYLIC. REFERENCE ©S -499 FOR DIAL MOUNTING OPTION DETAILS' t=11 , C - MAX. PROJECTION CAULKING (BY OTHER) 2400 /14600 - FLUSH MOUNT, REAR ACCESS, ILLUMINATED CLOCKS STYLE SIZE All B" C" D" +/- 3/8 LAMPS WEIGHT Ibs 2418 18 171/2 21 318 73/4 _ 195/8 NEON 25 2424 24 231/2 273/8 93/4 25 /8 NEON 40 2430 30 29 343/8 101/2 32 NEON' 55 2436 36 35 403/8 11 38 4 85 2442 42 41 463/8 11 44 4 100. 2448 48 47 523/8 12 50 4 115 2454 54 52 583/8 12_ 56 4 135 2460 60 59 653/8 12 63 6 _ 165 4672 72 72 783/8 12 761/8 6 185 4684 84 84 903/8 12 88 1/8 8 240 4696 96 1 941/2 1017/8 12 995/8 8 320 Copyright 2009 all rights reserved 0 AFL: 1f16f20`I1 �QC?LJ {J V. - ComI't711�+;:['Yw `li6CJIl21t� llcl- THIS DRAWING IN DESIGN }d'i AND PROPER OUR';PUST COMMENT DRAWN. 3y; IJMC -ITLE: MAX/Ml AND NO N LUMENS :t- ff�cK €o 5Y: ., Assembly Detail & Mounti i,11ayout SUBJECT- u � SE E -USED USED EXCEPT m WI HN OUR I.IN. J LABEL QTY 4684 -LED Clock (Revision -A) RIGHT ALL RIGHTS OF LAMP 0 PER DESIGN OR WATTAG N WG W :, ❑: .-MEET: &. INVENTION ENTRANCE ROADS AND 10/30/14 31Z E: B -13493 1 1. �]A +5 RESERVED, PATH: C:I INVENTOR- TEMPlINVENTCRIDRAWINGS `,8- 13493idW ]LUMINAIRE SCHEDULE REV SYMB COMMENT BY 1 MAX/Ml NUMB LUMENS DESCRIPTION LL AVG SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP ER PER LLF WATTAG N N X ENTRANCE ROADS AND 10/30/14 FOR APPROVAL o� >o ox� y E 3.6 fc 14.7 fc 0.0 fe N/A N/A LAMPS LAMP 15 SINGLE AME4 T4A AME -4 T4A 40OPS -LS LIGHT 40OPS -BT37 LAMP 1 44000 1 452 400 MPS 6 BOA10 SHIELD PULSE START N/A N/A N/A TO EAST 164 w p o BZ MOUNTED ON FOOTCANDLE LEVEL OUT a = z s w C ♦ U SNTS 4S 11 20 9BC �/ /jam 0.11 fc 1.0 fc 0.0 fc NIA N/A 0.1:1 TO WEST 164 HA �J z 343 S1 BZ m }z F- OJH 0 D� Q PROPERTY LINE X 0.0 fc 0.2 fc 0.0 fc N/A POLEAMERICAN 0.0:1 PROPERTY LINE X 0.0 fc 0.0 fc 0.0 fc N/A N/A N/A PROPERTY LINE SIZE 4 T4A- 0.0 fe 0.0 fc 0.0 fc N/A N/A N/A RIGHT OF WAY + 0.01 fc 0.4 fc AUTOMOTIVE N/A N/A 0.0:1 WEGMANS SITE ONLY O 4.7 fc 19.1 fc 0.1 fe 191.0:1 47.0:1 REFLECTOR w [F b 27 SINGLE AME2 T3 19 "SQ. X 12 "H. OUTDOOR 40OPS -BT37 LAMP 1 44000 1 452 400 MPS 6 BOA10 LIGHTING FIXTURE TYPE III 71 W W U BZ / MOUNTED ON SPECULAR REFLECTOR 0 ul SNTS 4S 11 20 913C HAMMERTONE REFLECTOR FLAT HC 343 S1 BZ TEMPERED GLASS LENS U POLEAMERICAN SIZE 2 AME -2 -T3- 400PS 33 SINGLE AME2 T5 19 "SQ. X 19 X 12 "H. OUTDOOR 40OPS -BT37 LAMP 1 44000 1 452 400M PS 6 BOA10 LIGHTING FIXTURE TYPE V BZ MOUNTED ON SEGMENTED OCTAGON SHAPE SNTS 4S 11 20 913C SPECULAR AND HAMMERTONE HD 343 S1 BZ REFLECTOR FLAT TEMPERED POLEAMERICAN GLASS LENS SIZE 2 AME -2 T5- 400PS PULSE START 1 TWIN AME2 T3 400 19 "SQ. X 12 "H. OUTDOOR 40OPS -BT37 LAMP 1 44000 1 904 MPS 6 BOA10 BZ LIGHTING FIXTURE TYPE III MOUNTED ON SNTS SPECULAR REFLECTOR HC2 4S 11 20 9BC 343 HAMMERTONE REFLECTOR FLAT D2 BZ POLE TEMPERED GLASS LENS AMERICAN SIZE 2 AME- 2- T3 -400PS 8 ELA DS5974 - 85W LED - TYPE 5 TOP 85 watt LED 1 5816.24 1 98 DS5974 /85LED /H5/ HOOD MOUNTED OPTICS 5 W1 CGL MOUNTED ON BR -4 WALL BRACKET 1 SINGLE AME2 T5 19 "SQ. X 19 X 12 "H. OUTDOOR 40OPS -BT37 LAMP 1 44000 1 904 400M PS 6 BOA10 LIGHTING FIXTURE TYPE V BZ MOUNTED ON SEGMENTED OCTAGON SHAPE HD2 SNTS 4S 11 20 9BC SPECULAR AND HAMMERTONE 343 S1 BZ REFLECTOR FLAT TEMPERED POLEAMERICAN GLASS LENS SIZE 2 AME -2 T5- 400PS PULSE START 16 ARS- 1- T448L- ARIA SCONCE LED LUMINAIRE 48 LED 4 4622 1 48 W3 4000K- 700MA- TYPE IV 4000K COOL WHITE LEDS 4000K WITH 700MA SETTING. STATISTICS REV SYMB COMMENT BY 1 MAX/Ml AVG /M I AVG /MA DESCRIPTION LL AVG MAX MIN 8/14/14 FOR APPROVAL W ¢> 0 >' a g OIL v DRH 5 N N X ENTRANCE ROADS AND 10/30/14 FOR APPROVAL o� >o ox� y 3.6 fc 14.7 fc 0.0 fe N/A N/A 0.2:1 STREETS FOOTCANDLE LEVEL OUT O F-� IQ I— U) 3:1 i 0.0 fc 0.0 fc 0.0 fc N/A N/A N/A TO EAST 164 w p o IL FOOTCANDLE LEVEL OUT a = z s w C ♦ U �/ /jam 0.11 fc 1.0 fc 0.0 fc NIA N/A 0.1:1 TO WEST 164 �J z m }z F- OJH 0 D� Q PROPERTY LINE X 0.0 fc 0.2 fc 0.0 fc N/A N/A 0.0:1 PROPERTY LINE X 0.0 fc 0.0 fc 0.0 fc N/A N/A N/A PROPERTY LINE 0.0 fe 0.0 fc 0.0 fc N/A N/A N/A RIGHT OF WAY + 0.01 fc 0.4 fc 0.0 fc N/A N/A 0.0:1 WEGMANS SITE ONLY O 4.7 fc 19.1 fc 0.1 fe 191.0:1 47.0:1 0.2:1 NOTES: 1. LIGHTING DESIGN PERFORMED BY ILLUMINATION CONCEPTS AND SALES. CONTACT PAT MORGAN AT 1- 804 - 536 -2920 WITH ANY QUESTIONS. U REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH ' LL FOR APPROVAL DRH T k 8/14/14 FOR APPROVAL W ¢> 0 >' a g 8/21/14 v DRH 5 Q ZR o¢ PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL o� >o ox� y LIJ j u) W E J O F-� IQ I— U) 3:1 i e U RP w p o IL a = z s w C ♦ U j Q4w 0 B oz0 z; �J z m }z F- OJH 0 D� Q omo =w u7¢�UU 0 DC DC Z �` H w [F b h cr M g 71 W W U 0 0 ul U � REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1. 800 - 2454848) (PA 1- 800 -242 -1776) (VA 1- 800552- 7001) (MD 1-800-2S7-7777) (DE 1-800- 282.8555) APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12113/13 SCALE: N/A CAD I.D.: OD6 PROJECT: FINAL SITE PLAN FOR 5TH STIDNEET STATION - WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: 166 SDP 2013 - 00012 American IIID Housing Mounting • All housings are manufactured using technologically advanced •Amunded extruded aluminum, Bolt-On Ann(BOA), with an in -pole computerized numerical control (CNC) machinery. Precision nut plate, securing (2) 'A inch zinc running bolts with stainless steel sheared and formed from one-piece, corrosion- resistant aluminum, hardware is standard. ARound Pole Plate Adaptor (RPP) is required with tooled external reveal, for mounting to 3!'- 5" round poles. •The Computerized CNC machine enables all American hwilin s P machinery 9 Electrical Aarembl 9002 tandacts. All xt nal hardware re i sdh idles exacting ISO B all ballasts capa le of providing HPF scent lamp starting o con to 9002 standards. All external hardware is stainless steel. Ballast is capable of providing consistent lamp starting down to Lens and Door Assembly -20 °F Available in: • Removable hinged door assembly is CNC precision, sheared • Metal Halide (MH) and formed from one -piece, comosion- resistant aluminum with • Pulse Start Metal Halide (PS) Captive stainless steel fasteners. • High Pressure Sodium (HPS) • The standard lens is a dear, tempered flat glass, severed by galvanized lens retainers, and sealed with silicone gaskeling to • Socket is glazed porcelain medium or mogul base with nickel - provide complete weather and insect protection. plated contacts, rated at 4 kV (5 kV for 1000 watt) and 600 V. • An optional convex glass lens is available when required for Option Aill cmwex lens is standard on All • Photocell 8 receptacle • Internal light shield Ylsionr" Optical System • Phgto receptacle • Convex glass lens • Reflector is precision CNC out and bent, multifaceted, segmented ' Button type phoo s .Round pole plate adaptor highly efficient, 95% reflective aluminum. Available in five 'Quartz restrike •Cast wall plate distribution patterns. • Fusing • Color stripe •T4A automotive reflector is field rotatable. • House side light shield • T I -less '-fled, entry . Please Consult factory for custom options. Quell -Gui Finish Listings -The finish is QualimGuamPtextured chemically pretreated through :American is ULlisted, suitableforwetlocations, S multiple-stage washer, electrostatically applied, thermoset . Dark -Sky Friendly, full o utoff certified by the International polyester powder coal finish, with a minimum of 35 millimeter Dark -Sky Association (flat lens models only). thickness. Finish is oven -baked at 400 T to promote maximum Compliant. adherence and finish hardness. All finishes are available in I i Reflector System (U.S. Patent No. 7,213,948). standard and Custom colors. • Finish is guaranteed far two (2) years. AMERICANA IeOLUII CURVE T AMERICAN- 21a0LUx Curve TYPEV TYPE III PULSE STPAr OPTICS - PULaESTAm —CS 1000 W TTS 400 waTTS 1Cy a s�,Ia 1 sgaare so N scNe. 1 sppy� ze t U9M.ln »Fader im �*' UgM1itj BaFl9�1 f2Stt ' Momiing HegM1i Prmngwnsd Twn (each m -bazkl Nmngement Singq RPP Cast �N t plate turn N du�po�2 f. frr—dp PmJeC[ Name'. �ata�� N.lmhnr. Tyco Wegman's5thStreet AME2'T5400MPS6BOA10Bz HD Catalog Number. wFe AME2T340OMPS6 BOA 10Bz HC f ■ =., ■ -- A - -j pales. .II:.. ..©..: .l- i. W AME -1 14" 14" 10" 2° 175 W 35 2" 175 W 35 AME -2 19" 19° re 2" 400 W •Far use with stardom aOus r 4 A.0 mm a aaaa< Bolt -On Arm *Fits 2 % "0 .❑. Fixturewill- Arm I r 1 ■ 1 Z -Z IC I } I gPid'punt I i American II-) Housing Mounting • All housings are manufactured using technologically advanced •Arcunded extruded aluminum, Bolt -OnArm (BOA), with an ins -pole computerized numerical control (CNC) machnery . Precision nut plate securing (2)% Inch zinc running bolts with stainless steel sheared and formed from one -piece corrosonreastard aluminum, hardwares standard A Round Pole PlateAdaptor(RPP) is required with tooled external reveal for mounting to 3" 5' round poles. • The computerized CNC machinery enables ollAmencanhW &ngs Electrical Assembly to be constructed quickly, effc ently and adhering to exacting 180 . All ballasts are premium-grade HPF regulating aulothensformers. 9002 standards. All external hardware is stainless steel. Ballast is capable of providing consistent lamp stoning down to Lens and Door Assembly -20 T. Available in: • Removable hinged door assembly is CNC precision, sheared pt . Metal Halide (MH) and formed from one -ere comos on- resistant aluminum with . Pulse Start Metal Halide (PS) captive stainless steel fasteners •High Pressure Sodium (HISS) • The standard lens Is a ar tempered fl I red de p at c ass seCu by galvanized lens retainers, and sealed with silicone 9asketing to • Socket is glazed porcelain medium or mogul base with nickel- provide complete weather and insect protection. plated contacts, rated at 4 kV (5 kV for 1000 watt) and 800 V. • An optional convex glass lens is available when required for Options AME -2; convex lens is standard on AME -3. • Photocell 8 receptacle Optical System • Photo receptacle Internal light shield VlslorTM O th Y • Convex glass lens highly torispreci 95 CNCective aluminum Available in five • Buttontype strike photocell • ROUnd pole plate adaptor highly efficient, 95% reflective aluminum. Available In five 'Quartz restrike .Cast wall plate Fusin distribution mere 9 P •Color stripe • House side light shield •T4A automotive reflector Is field rotatable. 9 • Tool less reflector entry. Please consult factory for custom options Qual6Guarde Finish Listings •ThetnshsQual'- Guard - to ><tumd,chemimUypmtreatedthrough . American's UL listed, suitable f—ell locations. a multiple -stage washer, electrostatically applied, thermoset . Dark -Sky Friendly', full cutoff certified by the International polyester powder post finish, with a minimum of 3 -5 millimeter Dark -Sky Association (flat lens models only). thickness. Finish is oven -baked at 400 °F to promote maximum /E►ea ppmpliant. adherence and finish hardness. All finishes are available in Slonr" Reflectors stem U.S. Patent No. 7,213,948)1 standard and custom colore. Y • Finish is guaranteed for two (2) years. AMERICAN- 4ISOLUX CURVE AMeIIIcAN -21-1 WAVE r TPEv —11, PUISE STAFT OPTICS r — PULSE —ommi a -•( _.� i 1000WArTS � 400 WATTS (( 'a" : t "u- 60 k acek: Sp arc 2011 MBh Loss Fxmr 111 LgM Loss _ 1.00 r Amal9 �mmi Tw'n (Beck m EUq t Anan98men.: w'nllle h I 1 RPP: Cast Nut plate , aluminum a radiusatlpole �...4 late adaptor, ,n for round I poles(D 1 sa a I_ se 0 - O - `For use with standard Amet ` ANE Z> Bolt -On Arm 'Fit. 2 /e "O.D. FixturewithArm - I a I I 'I q I + I gPidi American FIID PmJeC[ Name'. �ata�� N.lmhnr. Tyco Wegman's5thStreet AME2'T5400MPS6BOA10Bz HD Catalog Number. wFe AME2T340OMPS6 BOA 10Bz HC ■ ■ . ■ =., ■ �A- I- T- -- A - -j B C I� -1-. .l- i. W AME -1 14" 14" 10" 2° 175 W 35 2" 175 W 35 AME -2 19" 19° 12" 2" 400 W 50 aOus AME -3 23" 23" 13" 2' 1000 W 70 All 23" 23" 15" 2• 1000W 65 nrra The Amercanse nesfeeWreslhemostedvancedlgMing reBeGOrsystem Amiaricen adifered infurendosuessize rid ewedmtnbpuprlpattems, vailable today. Ysion- is a patented. revolutionary reflector system Including a special forward throw T4A nail— for auto dealemhip unlike any other. The flat lens. h-11 i amp. IES full m 11 —inaire is front line lighting. Vision°' Reflector System allows the use of fewer Dark-Sky certified to Restrid light trespass, glare and light pollution Mr exlums and poles with wider spacings, providing substantial equipment, neighborhood -friendly outdoor lighting. Convex glass lens is available installation and energy met savings. when required. American is a proven performer for auto dealerships, shopping mntars, The dean, compact housing style features a decorative reveal avalleble parking loth and general area taming. AMde sel,d,, oflight sources from complementary in contris8ng colors. Computerized precision 10011hrough1000waNe are offered in Motel Halide, High Pressure Sodium machinery and quality materials ensure manufaduring to the highest and Pulse Start Metal Halide lamp whits provides excellent d derq, industry standards. lumen mamtanance and edor. M.dc .. a • • e — — All Typpe II 1001100) PS HPS 120 Bolt -On Arm 6" Bronze Photorell 8 Recemacle op" ° IPCR1Pp1 1PCR2081 Flat Glass Only IT2) 1501160) PS HPS (1) (BOA6) (Bill Type V (T6) l [], 775(77s) 1np00�(pp0) w eAp vA 1404 17 (175) PS 22) Bolt -On Arm 10° Black IPC8z4oi (PCR21)) (PCliaso) kn MH -Nrirb IRS, wyiss°"..N. 'eau`s (vl IS) (2) s:I�` °pea ieo a "a (BK) Photo �ecept�C�e1PER) AME -2 Type 111 1731 (BOA701� White (tuff) Ourcdn� Photocell 200 (200) PS HPS Flat Glass 'C ® 250(260) PS HPS ,�� 320(320) PS Spider Mount Forest Green ICii IpC277I Ty IV nm�w- Oer,i�u�. PP)H 2q °jSMlo (FG) Did Restrike 1I�T® IS fOYI AM x 400 (400) PS HPS 480 (S) �ii'Vall amount °vmm Silver Metallic -sue° GMea only wy�e�I:aV -w 750 (760) 10006(1000) PS HPS °f '" g'aIR 6 "ar`)^ wn�eNrM) (SL) yy (SF12U) (SF277) 1 R""°vn MH PS HPS M -Tap Tai (pF208j (DFUOj (DF480) (T 100°x' (Ott IF) (S) °mv ° Custom Color (CC) House Side Light Shield Its? AME-4 Hat Glass 575 (676) PS HPS (8) Orly 751 PS HPS Color Into ME (ILS) Spry ld T;p�)V 775(775) PS HPS 347 (e) etue McMnc(s4) Blue Mi Red Opaque I188) (jLg� T— n•a�4.4(tw °0i vngmt MH PS HISS IMI (P) (S) Silver Metallic 411 Gold Metallic 1411 Conve, Glass Lens -.. white opaque ('a) (VLCG Round Pole Plate Adaptor E -i uses anti. Black Metallic 10) (RPP) mH -MOaIH iUe �loea wraere�a «: ChaesellAsa8e12g) Cast Wall Plate Nab Mon�Mres°eum �nrP�l (GAWP) American HID W6g Name. Wegmanis 5th Street Catalog Number. wFe AME2T340OMPS6 BOA 10Bz HC COMMENT ■ =., ■ -- A - -j PER COUNTY COMMENTS I� -1-. [REV W °� o s€ 2" 175 W 35 oho== is 77- •e•s•e•♦ �� s Fyy DRH 2" 400 W 50 aOus O y 10/01/14 Z U Z 2• 1000 W 70 �� DRH ea Iz a If = 2" 1000 W 65 TheArn anw, esteatumsthemostadvancedhghbngre (ledorsystem Amaricenis offered in fourendosum sizes and eve disMbution plittsms, valable Lode Visor^° is a atenled revolutions reflector stem - ndudin ial forward throw T4A reflector far a y p revolutionary try g li spa o auto clef unlike any other. The flat lens vertical lamp IES full setoff turn ne re m from line I gheng Us anTM Reflector System allows the use of fewer fewer Dark Sky cemeed to rested light trespass glare and light pollution for fiMUres and poles with w der spat ngs providing Substantial equipment, heghbrem., d- eeendly outdoor lighting. Convex glass lens is ova leble installation and energy seat savngs wren required. American is a proven perfomler for auto dealerships, shopping centers, The clean, romped housing style Mature sad —skive reveal available parking lots and general ems lighting. Amde Selection oflight sources from in Complementary ar sentresting colors. Computerized predsion 100 thraugh 1000 watts am offered in Mehl Halide, High Pressure Sodium machinery and quality matenals ensure manufacturing to the highest and PUlse Stan Metal Halide lamp which provides excellent efficiency, industry standards. lumen maintenance and color. A Giese Only Ty ppe it m,rm(�Te�2n)� l_�J Typpee (T3) Type IV (T4) ® Types IV -A m, (Td'A)z ® 100 (100) 150 (150) 175 (175) PS HISS PS HISS PS IPI (SI 120 01 206 121 240 S (9) 27T (4) 480 (a) M Tap •.i -see z g�e0• Bolt -On Arm 6" (BOA6) Bol[ -On Arm 10" 's.°°r'N Ise"ua so e(BOAt01v S Itl1er M punt P ISMI II Mogan w a4'°p sue" s YVM ( ) Bronze (BZ) Black (BK) White O Forest Green i Gfey IGY) Silver Metallic (SL) Custom COIOf (CC) Stripe Color Photocell 8 Receptacle ((PCR11s 0II r "( Bali ) (PCk24g) (PCR277) (PCR480) Photo wmcepvrec�e(PER) euyoe Photocell 200 (200) 250 (250) 320 (320) ItOO 1!a0) i1°mam tgaN. PS HISS PS HIS PS PS HISS (P) (S) n Pc121 PC208 IPC21gi IPC2AI Oua QR;strike CoWmae aria. (SF01 (SF277) (DF208) jDF240) IDF4 ■D) House Side Light Shield (LS) Internal Blight Shlield -pits) 400 (400) 750 (760) 1000 1000 �1 ) qro room ilmW PS HISS PS HPS MH PS HPS (M) (P) (g) Iat GII� Only 575(6751 750 (760) PS HPS PS HPS Type V (T6) l [], 775(77s) 1np00�(pp0) w eAp vA 1404 PS HPS MH PS HPS (M) (P) (S) 347 (8) Blue Metagm (col Red Opaque(165) Silver Metallic 1581 Gold Metallic 141) Convex Glass Lens any �VLCG1 kn MH -Nrirb IRS, wyiss°"..N. 'eau`s ° _ " Pa °Aa °°10,. RaP` %, °� °e; "ae.ae white Opaque (w) slack MCMlllc 16 if Chirruallusull 120) Round Pole Peale Adaptor (RPP) Cast Wall Plate (GAWP) American HID Housing Mounting •All housings are manufactured using technologically advanced •Arounded extruded aluminum, Bolt-OnArm (BOA), with an in -pole d computerized Num fromoncoontrol (CNC) machinery. Precision nutplate, securing (2) % inch zinc running butts with stainless steel Sheared aluminum, hardware is standard. A Round Pole Plate Adaptor FPP) is required with tooled external reveal. for mountin to 3" - 5" round poles. 9 P •The Computerized CNC machine enables allAm r' IP machinery e l_house s n9 to be constructed quickly, and atlherin Etechical Assemby Y q y, y 9to exacting ISO .all ballasts are premium-grade HPF regulatingaum trenaformers. 9002 standards. All external hardware is stainless steel. Ballast is capable of providing consistent lamp starting down to Lena and Door Assembly -20 °F. Available in: • Removable hinged door assembly is CNC precision, sheared • Metal Halide (MH) ono formed from one -piece, camoslon- resistant aluminum with • Pulse Start Metal Halide (PS) captive stainless steel fasteners. • High Pressure Sodium (HPS) • The standard lens is a dear, tempered flat glass, secured by galvanized and retainers, and sealed with silicone gasketing to • Socket is glazed porcelain medium or mogul base with nickel. provide complete weather and insect protection. plated Contacts, rated at 4 kV (5 kV for 1000 watt) and 600 V. • An optional convex glass lens is available when required for Options AME$ convex lens is standard on AME -3. • Photocell 8 receptacle Vision *" O • Photo receptacle Internal light shield Optical System • Convex glass lens • Reflector is precision CNC Cut and heel, multifaceted, segmented, ' Button type photocell • Round pale plate adaptor highly efficient, peat 95% reflective aluminum. Available in five ' F Quartz zig restrike • Cast wall plate dT4Aauto patterns. Fuzing •Color stripe •T4A automotive reflector is Feld rotatable. •House side light shield • Tool -less reflector entry. Please consult factory for custom options. Quall-Guerd °Finish Listings • Thefinish is Quali -Guard •textured chemicallyprehreatedthrough • American is UL listed, suitable for wet locations. a multiple -stage washer, electrostatically applied, thermoset • Dark -Sky Friendly, full cutoff certified by the International polyester powder coat finish, with a minimum of 3.5 millimeter Dark -Sky Association (slat lens models only). thickness. Finish is oven -baked at 400 °F to promote maximum compliant. adherence and finish hardness. All finishes are available in • IsV cram Reflector System Patent No. 7,213 94g . standard and Custom colors. y (U.S. ( � ) • Finish is guaranteed for two (2) years. AMERICAN- 41EDLUXCUm" AMERICAN- 2180W%WnVE TZ V TYPE 111 LSE STaHT Omli fi' ... PULSE STPAT OPnCS UxS wATTe 1 400 WATTS its i assai 5o�uuwe -Soft YN scab:l aauam -SeN Ught looFO 100 _ UgML Fncla 100 on. L Margemeni.Thwirn 41Bxk m -back) I A%%,ng Heght N 8d RPP Cast NNW plate _ clum tl sad �.a Um ate a9dapole pt r • -p r, r round poses sxo .. t__ a .�.. aa• 'For use with standard 4 asst '� a a r Bolt -On Arm Ths 2 %' O.D. REVISIONS W COMMENT Z 5/15/14 PER COUNTY COMMENTS DRH [REV W °� o s€ �j z oho== is O >H V •e•s•e•♦ �� s Fyy DRH 821/14 PER COUNTY COMMENTS 1�1 O y 10/01/14 Z U Z DRH Z Z 10/30/14 i n O 2 � a p a o z DRH ea Iz a If = Z� REVISIONS DATE COMMENT BY 5/15/14 PER COUNTY COMMENTS DRH [REV 8/19/14 FOR APPROVAL DRH W14/14 FOR APPROVAL DRH 821/14 PER COUNTY COMMENTS DRH 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE roLuawl- STATES RIIIIIE NaTF —IN ar CISTURB THE EARTH SE SURFACE FEIN THE STATI (IN VIRGINIA MARY WIC. AND DELAWARE At t) NA 1.Na� �aonz4essaS)(PA to 1776) (MD 1E00.Tu7- 77ln(DE 11V0.ID21iv. _) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAMM BY JLP /CBC CHECKED BY DRH DATE: 12/13/13 SCALE: N/A CAD I.D.: N. IA ]FINAL SITE PLAN FOR 5TH STREET STATION W]EGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA ® BOHLER .8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -0500 Fax (540) 349 -0321 Jana- BohlerEnginitering.com LTH pF C3 DANIEL R. HINES q Lic. No. 043176 10/30/14 - At" - SHEET TIRE: LIGHTING DETAILS . SHEET NUMBER: 5 16B \� �� SDP 2013 - 00012 SNTS 4S SNTS 4'x q" (4S) I 5;4;5 5 I 11 ) (11) 7 171 5TH STREET 17.5 Square Non Tapered Steel Pole 343 Pala Strait • ASTM A500 Grade B tubing with mbmum yield strength of 46,000 Hand Hole PSI Shaft Is furnished with ground lug insid. pale opposite hand hole �. apart rg Center line of hand hole 's 12° from base plate Baca Plate di • Steel Plate base Is ASTM-A36 hat rolled steel meets or —1, 5119/14 minimum y old strength of 36,000 PSI 16 • Base templates provided wlh order. Do not pre pour. 12' Base Cover ' 7II poles. . ... • D'e 1^rmed from heavy gauge quality aluminum. Two piece cover for 20' e y slallat an ..Fj.. 22' �., Pole C • Color- mpregnaled polymer snap to blase pole cap pranced In black ` Flnlah -� • All poles are slot blasted and Cleared! to a near -wh to finish poor to 23' Passing. A Q,rIiRGuar0 textured thermoses polyester powder coa is 20' than a'oatl o e minim um of 3 millimeters and then rance and at a temperature of 400 °F to promote exceptional atlherence and 5nlsh ' hardness Pole finish s wemante, for a full two (2) years An optional five (5) year extended warranty Is also —liable (external prime coat : (12BC) and internal met inhibiting ceetng). 26 Anchor Bogs I • Poles ere provided wth hat -dip pismiaad anChmbolls vAth a "J" bend The dean cthousn features a decorative reveal a J.ble parking tots and comps g style p g general area Si IAwtle selection of Ighl sources horn antl and two fief hex bolts and and two flat washers Per bon. 301 An Car bolls meet or exceed a minimum of 36,000 PSI. Anchor bafts conform to ASTM F1554 grade 36 and am provided. 17.5 9BC 343 10' B" Base '/." 30 12- 9BC) di 14' 5119/14 minimum yield strength of 36,000 PSI. 16 i 12' 18' ' 7II poles. . ... 0... 20' ....l.. ..Fj.. 22' 12 "Base 1" x36" 25' U2BC) 11361 28' 23' ass. 20' 12" Base 1" x 36" 22' : (12BC) (1J81 26 rid g coo g). I Anchor Bolts The dean cthousn features a decorative reveal a J.ble parking tots and comps g style p g general area Si IAwtle selection of Ighl sources horn • Pales are provided with hat -dip golvancred anchor ti cod, a'.r bend on one end and two flat hex bulls end and two flat washers per bolt. 301 Anchor bolls meet or exceed a minimum of 36 000 PSI Anchor bolts Modial 26 12" Base 1" z 36° 30 l a. ac 12BC1 (13 8) 36' ',., Cuotan Base 30" Bolt-On Arm Bronze � Fl Race d. jC6j ac ( ) (343) Direct Burial c. '^ W. IGFq S1 ? Bolt On Arm Bro nz sin le (eZl () Black (SK) D180 White (M) (WH) Tennis D90 Green (09) (GN) % Forest T90 Green (TS) (FG) ■ I Graayy !H I (GY) Quid Silver too) Metallic u Cs.2 ustom T Oosons ! Color 2Ye` Icd R23BR) iGalvanized 3" (GAL), (Taft) i rsw��IR cePtacl�rxx (Grit ^m Coupling s— _ (CUP) Custom Ban 0 Cie 11 n Rust -In roi0ng Internal Coatingp 8 Prier NCR) Single Banner Arm (SBA) Double Banner Arm. Cosa) Direct Burial Coupling sPe°vyu nom U_ tie. s,A_aLyvr. w C!,�ewmwdrd, NU,_s -_L -J sPeHand Hole m ,N_ -�Yt - agw�mru (HHC C_L raj d° American HID Housing Mounting • All housings are manufactured using technologically advanced •Arounded extruded aluminum, Bolt- OrArm(BOA). with an in -pole Computerized numerical control (CNC) machinery. Precision nut plate, securing (2) % inch zinc running bolts with stainless steel sheared andformedfrom one -piece, Corrosion- resistant aluminum, hardware is standard. ARoUnd Pole Plate Adaptor(RPP) is required with tooled external reveal. far mounting to T- 5" round poles. -The Computerized CNCmachinery emblesallAmencom housings Electrical Assembly to be Constructed quickly, efficiently and adhering mexacting 150 -All ballasts are premium -grade HPF regulating autotransformers. 9002 standards All external hardware is stainless steel Ballast is Capable of providing consistent lamp stamng down to Lens and Door ABaembly -20 °F. Available in: • Removable hinged door assembly is CNC precision sheared . Metal Halide (MH) and formed from one -piece corros on resislant aluminum with • Pulse Start Metal Halide (PS) captive stemless steel tea share. • High Pressure Sodium (HPS) • The standard lens's a clear, tempered Sat glass, secured by galvanized lens retainers, and sealed with silicone g..kedng to • Socket is glazed porcelain medium or mogul base with nickel- provide Complete weather and insect protection, plated Contacts, rated at 4 kV (5 kV for 1000 watt) and 600 V. kAn optional convex glass lens is available when required for Options Mi convex lens's standard on Ahl • Photocell 8 receptacle • Internet light shield Vision - Optical stem •Photo receptacle Pt Y •Convex glass lens •Reflectors precision CNC cut and bent multifaceted, segmemed • Button type photocell • Round pole plate adaptor highly efficient, 95% reflective aluminum. Available in five •Quartz restin at wall plate distribution patterns. • Fusing • Color stripe • T4A automotive reflector's field rotatable. • House side light shield • Tool -less reflector entry . Please consult factory for custom options. Qualt- Guard - Finish Listings •The finish is Quali- Guard'textrred, chemically prelreatedthrough .American is UL listed, suitable Poe wet locations. a multiple -stage washer, electrostatically applied, thermoset . Dark -Sky Friendly', full cutoff certified by the International polyester powder coat finish, with a minimum of 3S millimeter Dark -Sky Association (Sat lens models only). thickness. Finish sh Is oven -baked at 400 °F to promote maximum compliam. adherence and finish hardness All finishes are available in Iw Reflector System (U.S. Patent No. 7,213,948). standard and custom colors. • Finish is guaranteed for two (2) years. AMERICIN.41SOUIXCURVE 11 AN4HS0LUXCURVE IYEV TME111 PUW^E START OPTICS ( PULSE START OPTICS lops WATT¢ 4p) "S Ir' Scale' 1 eau ea fl ' Scale 1 Sauam 2. k I:.S ((�NpM1x{pea i1V 1.W Light Lase 1.00 ACrnrNGHewh��42ft Mavrtng A,ra, rt & 28ft Anagxne8lwin leank- ro.eecW 2. gar,er,c ngla ie-. RPP, Cast Nut plate aluminum radeused pole} Square Non Tapered Steel Pole HID Pole Shen • ASTM A500 Grade B tubing with minimum yield —Ni of 48,000 Herd Hale PSI. Shaft's fora shed with ground lug inside pole oppasRa hand hole U15114 opening. Center line of hand holes 12 from base plate. Bow Plate plate adaptor „h for round • Steel Plate base is ASTM-A36 hot rolled steel, meets or exceeds 5119/14 minimum yield strength of 36,000 PSI. 19" • Base templates provided with order. DG not pre -pour. 12' '• ' 7II poles. . ... 0... aLBL is O ....l.. ..Fj.. Pole Cap 13' _� _ T `• `r `'f-O Flo sae e 2f 23' ass. 'For use with standard ��_: ` A AmE1 en• ANE Sa Bolt -On Arm *Fits 2 /e " O. D. SNTS Prole,t Name WE GMANS 5TH STREET SNTS 4S SNTS 4' - 4" 1431 1" 1111 (7) (111 iii 818811 I RI American Square Non Tapered Steel Pole HID Pole Shen • ASTM A500 Grade B tubing with minimum yield —Ni of 48,000 Herd Hale PSI. Shaft's fora shed with ground lug inside pole oppasRa hand hole U15114 opening. Center line of hand holes 12 from base plate. Bow Plate W • Steel Plate base is ASTM-A36 hot rolled steel, meets or exceeds 5119/14 minimum yield strength of 36,000 PSI. 19" • Base templates provided with order. DG not pre -pour. 12' Basis Cover 400 W • D'e4mmed from heavy gauge quality aluminum. Two piece Cover for aLBL is O easy installation. 23' Pole Cap 13' • Color - impregnated polymer snap- to-dos¢ pate cap prvided in black. 1000W Flo 10130114 Alil miss are shot -bloated and Cheered to a near -write Im!sh poor to 23' painting. A QuelHGuame textured thermoset polyester powder coal is -- - -' ' Man applied to a mn mum of 3 millimeters and than ....baked at a temperature of 400 T to promote e,mpl,,n,l adherence and finish 1 1000 W hardness. Pole finish is win ented for a full two (2) years. An optional Y S five (5) year extended vnranerCy, s also available (extemsl pore coat HEST l front I' lighting. Vi on^' Reflector System allows the use of fewer unlike arty other The AN lens vertical lamp tES full t.fl rum rid g coo g). I Anchor Bolts The dean cthousn features a decorative reveal a J.ble parking tots and comps g style p g general area Si IAwtle selection of Ighl sources horn • Pales are provided with hat -dip golvancred anchor ti cod, a'.r bend on one end and two flat hex bulls end and two flat washers per bolt. machinery and quality materials ensure manufacturing to the highest and Pulse Start Metal Halide lamp which provides excellent efficiency, Anchor bolls meet or exceed a minimum of 36 000 PSI Anchor bolts Modial conform to ASTM F1564 grade 36 and are provided. 7.5 9BC 343 D2 ? 10' 9 Base 30" Bolt-On Arm Bronze � Fl Race d. 12' ac ( ) (343) Sin le 1921 (9 1 c. '^ W. IGFq 14' Flat Glass Black PS HPS 16' 1B' (BOAS) (BZ) D180 Whte fw 'sPadnsrpra`grrsum (CUP) 20' PS 208 enxis Custom Soft C rcIs •qam 22' - 1Unhe _.. I'-3) 090 Green ,-1 (ase) 21. s�Pdlaoes.,w a "o a w IBKI GNI AME -2 28 (12sC1 (BOA10) % Forest Rust - Inhibiting Internal Button Tvoe Phmoted 200 (200) HPS 790 Green Coati 8 Primer I ") 2 12" Base HiBCI 1" x 36" (138) (Ta) MG) Gre Single Banner Ann yy 25' 28' WWrye 1 1 Paa+Y� a% (GY) (SBA) Qued Sliver Double BannerAmis 30' 320 1120) PS Metallc NBA) (SL) 28' 12" 8... 1" x 36" CustomD ed gurlal Type IV 4001400) ° ^ +�°�` (1381 (CC) 36' lixSCi C Quartz Galvanized a cue slings Greyy IGr) 3 j (GAL) w r.aaw,se°wnm�'m ) (CUP_& _L -_) PS HPS Dhs d Burial " (TJRI Henri Hole_ � ^u:�rw°etlrd° Glans Only "sxd�� .. PS HPS DeemL E� 1 Silvers Metallic raei�'e°d m�aP e enaxar) RHC " ogarurardw. 1000(1000) Rae "°0n MH PS HIPS YY� (HNC_C -_L -J American ° ^ISCt Name. Catalog Number T e HID Wegrnan's 5th Street , N ®,apANEa JmaNPa9eoA +oe2iC2 a Q .... U15114 —A— II �I C:,� -L W AME -1 14" 14 10' 2' 175 W 35 5119/14 Al 19" 19" 12' 2' 400 W 50 aLBL is O AME -3 23' 23" 13' 2' 1000W 70 10130114 AMEN 23' 23" 15" 2" 1 1000 W 65 Th sf 1 American offered ' four enclosure dies ,it five dslnbul on dvanced Mn refledo t g 9 Y patterns. eAblertoday. 1 t o Ian'^' - 1 t G d I forwartl throw T4A re0edor for auto doideship i. n- is.npeter reftedo .,.liable today. Vs tenletl rev g �' HEST l front I' lighting. Vi on^' Reflector System allows the use of fewer unlike arty other The AN lens vertical lamp tES full t.fl rum Dade Sky rertifled to restrict light matinee, glare and light pollution for r M m d mlloS with wider sp,zings, providing substantial Equipment. neighborhood friendly outdoor lighting. Convex glass lens's available rstallili and energy cost savnga when required. American is a performer for auto dealerships, aha proven per p pprig cenfers The dean cthousn features a decorative reveal a J.ble parking tots and comps g style p g general area Si IAwtle selection of Ighl sources horn moplementary o contrastng colors Computerized precision IOOM,ugh1D00wat1sareolfemdln Metal Halde High Pmssure SOdlam machinery and quality materials ensure manufacturing to the highest and Pulse Start Metal Halide lamp which provides excellent efficiency, industry standard,. lumen maintenance and color. Modial Br Source AME -1 Type II 100 (100) PS HPS 120 Bolt -On Arm 6" Bronze Photocell &Receptacle (PCRI jpCliti Flat Glass 150 (150) PS HPS (1) (BOAS) (BZ) Only ,��172n1n � 175 (175) PS 208 BoN -On Arm 10" Black (PCR240) (WP) (PCR4e0) IPI 151 (21 s�Pdlaoes.,w a "o a w IBKI Ph.t.,Rew Ngt�cl�e (PER) AME -2 TYppe III (T3) 240 (BOA10) Button Tvoe Phmoted 200 (200) HPS Fret Glens rM 250(250) PS HPS 3 f) WWrye 1 1 Paa+Y� Ic w 320 1120) PS Spider Mount Forest Green °rc2eo` w.2 Itj Type IV 4001400) ° ^ +�°�` PS HPS (P) (S) 277 14) - ISM) (FG) Quartz AM1-3 (T4) Greyy IGr) (R'strike 400 (400) PS HPS " 480 Wall Mount ° Glans Only 750 R60) PS HPS 15) 1 Silvers Metallic Nype�IV -A - mr ,11 1000(1000) Rae "°0n MH PS HIPS ^,.,�,'"ro�,wk1 �rfWM)ce 1 (SF12 _ ) (SF277) (D1208) (DF240) (DF480) F1 1°° �° IM) (PI ISI 13. :palMrm9m°6 lei Custom Color (CC) House Side SLight Shield ( 1 AME-4 Flat class 575 1575) PS HPS only 750 750) PS HPS SViDe C010r Internal LAP -0Shhield ' _(j awe Metallc(N) TYppeV 775(775) PS HPS 347 LS) (TS) 1m00D (1000) MH PS HPS (5j Paid SPMamnm Convex Glass Lens mops^+ mv°v° (M) (P) (5) Rej Gold Mideric(411 (VLCG� White Opaque (60) Round Pole Plate Adaptor Etuan arm Black MIdelic(60) (RPP) ¢rem H.sva Pda Pmmnawx°r. rxermal MataNc(20) Cast Wall Plate Ilan Sad,° :ro t�°c°°m°`°e (BAWP) REVISIONS <a H w oz SNoo a Q .... U15114 PER COUNTY COMMENTS W 3 5119/14 FOR APPROVAL z =_° W14/14 :�oU Or llmi V Z d ...♦ &27114 z DRH 5 10/01114 F w < DRH Z O O to 10130114 U C Z en m c z a a z U W REVISIONS REV DATE COMMENT BY I U15114 PER COUNTY COMMENTS DRH 2 5119/14 FOR APPROVAL DRH 3 W14/14 FOR APPROVAL DRH 4 &27114 PER COUNTY COMMENTS DRH 5 10/01114 PER COUNTY COMMENTS DRH 6 10130114 1 OR APPROVAL DRH E%CAVAT.RS DESIGNERSEO AN PREPARING TD DISTURBTHEEARTHSSURFACE aEINTHESTATE. (IN MRGINIA wUsYUND, AND DEUWARE 911) NA 1 4SOaa U (PA 12ceNblTre) )(MD 1AOe35]-]11111DE tace]92a9se) APPROVED FOR CONSTRUCTION PROJECT Ni V122001 DRAWN By JLP /CBC CHECKED BY DRH DATE: 1211113 SCALE: N/A CAD I.D.: COS FINAL SITE PLAN FOR 5TH STREET STATION — WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA an BOHLER EN GIN RE 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax (540) 349 -0321 wow. BohierEngineering.com V DANIEL R" HINES 7 q Lic. NO.043176 10 "0 "4 TONAL ECG SHEETTITLE: LIGHTING DETAILS SHEET NUMBER: 16C SDP 2013 - 00012 "C7 G/ ,_ _0 y/;J7 S �" i,Pe� � pmerpanxN 77 :r z- 11S-,a Environmental Lighting for Architecture, Inc. MEDITERRANEAN The Mediterranean is a traditional six -sided lantern that comes in a multitude of sizes, mounting styles, and options. A legacy in ELA's line for years, this timeless design is suitable for pole, pier mount, cross arm, wall, or ceiling mounted applications. The Mediterranean is a perfect specification for shopping malls, decorative street . lighting, parking lots, government buildings, site and walkway lighting, schools, libraries, high -end residential applications, and much more. Constructed of high grade cast aluminum #A356 and finished with a powder - coated finish, the Mediterranean is built to endure the toughest of outdoor conditions. The Mediterranean can also meet the performance standards of today'slighting demands. It•s available with an assortment of refractors or reflectors for all light distributions and is also available with a full cut -off to meet Dark Skies requirements. Available in up to a maximum 250 watt Metal Halide or High Pressure Sodium, the Mediterranean can also accommodate today's Low - Energy requirements with up to 135 watt LED or 250 watt Induction sources while still maintaining excellent light output. With its classic traditional style, superior durability and high performance standards, the Mediterranean is the perfect solution to a full array of lighting applications. 1T801 Arend, AVe.,- .kYdln4ueby, CA 81T4B•1a00)} 238561• Fax: ie2e)98S94Ba•wrvw.eled101ara oom•Info®vla- riphtlng.com medhsrineenaga•Paa.I Specifications and Elevated Scale Environmental Lighting for Architecture, Inc. Mediterranean - MED Specifications Fixture Housing: One phew sand-cast. Heua ing,h.11 be wmaeor resistant cast aluminum doy #A356 The twuang ahail be free of any core gn maerials or wamarc Bllers Please consult factory for standard fitter sizes and other options For wall and arm m6uhm consult factory for ImAdisfi Optics' Unb shall be hydrofomed or segmented sham cut o5 op[ cs. Specula,Almk®opbc i segments are dg[dly mounted within a send -cast, low capper ( <015% Cu) aluminum alloy enclosure AN sockels are factory prew red An optional Ou ck-di,wrrecl plug for the ballast modules eve Wble when spec fled The apace/ segments are pas boned so that reflected light does not pass through the lamp arc tube to achieve max mum lamp output Electrical Module: All eleddwl components are UL and CSA rewgn red mcumted on A s ogle plate and faddy Prewh cd. Reference pages 2 and 3lw lamp characteristics, ballast types and voMge technical data Lone: Six (6) .,do panels with stainless steel cl ps provided for attachment W the future Glees shall be sealed in field by others The Dade Skies lens aprons shall be tempered glass, Nobs' natalled. Finish /Color.F'nsh'ssuper TGIC thermoset polyester powder wet paint, EIACffem RALcolo rmatdie saldngaatho ursWndaNcdarseledion. Cost— and hand applied colors are evadable upon special request. Certificatlon: Fixtures shall be listed for outdoor. wet location. UL1598. IP rating 65. CAUTION: Fixtures must be grounded in accordance with national, state, and/or local codes. Failure to do so may resuft in serious personal injury. ELA RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. Elevated Scale Suggested Poles and Arms for the Mediterranean Fixture I 22 Matrix Y: 128' 208 NO 277• SIT 480 BY o,Iy mesa Description: 120V 208V 22 20 7. Lens COMMENTS 2 MED /14 1PT/V5/100MH /120 /FG /CY 6/19/14 20 16 A 8114/14 _ DRH CG Clear Glass FG Frosted Glass SG Seedy 8 16 cnraLwyrwmrwn mn.. CA Cheer Acni.- FA Fmsled ACryl'c' tT-Yi (Dade Skies) (Dark skies) se 1fi 14 VS I � Powdar Coal Finish " Fixture Ordering Form: Ls. :Ea D rer_dwN -jest - Odetl nay caria ihal iM1e of 'd IE M1, ft D Sky h Fro "des resod yn Pd Matrix Description Matrix Deswpllon Matrix# Desenpt On r0ap• AG Augustine Green me Malaga Green CH Cracked Hlde Fixture I Size I Mounting I Optics I Lamp I Voltage I Lens I Color I Option I Option GY Architectural Grey MN Cc Charcoal PIN Midnight Pewter LV Lght Verde OR Old Iron 1. MED CY Gay SS Send Storm R Rust to mwft.n0anapee-Pago3 DB Oath Bronx SB Statuary Breeze V VC mA r xmm crosui fenwy rot cuvwn mn.,. 10 e Bron- 8uttoaType Photocell 9. Options - -' !PC120) 220871 g 50 a r n,. (4K! a c�,yarsmw - (wits) (82) fl tl Be�opYm ease' ade,eaun eemry r 121LC) (3) 21 ]: drN br UNV) c I Black '- - -�, Pewmn[IOaLOn. Matrix M. BEU PCB PCR TB HSS up M Description: Battery Backup Photocell Button Photocel templed, Terminal Block House wa= vM Fusil� Twist Lock by others Side Shield (24LC) (5) (SlIK) 15) Fixture: MED111M/B MEM14rPT ME01171CA MED117PT MED117)CA MED /17ICA MED /IirPT MED111"13 Am: BR352 CR46 (WH) CR26A CR24A ARS -2 BR191 Pole: P301 OA 10' P3016A -13' P3C25D3 i4' P30428 -18 P3012A -12' PM607 Options; 48 (48LC) Silver Metallic oe t]aBl Nmdn AVe., CdY If Industry CAB1]4S-(866) 42a-0581 • Fax'. (626)96S8484•vm^.v.01- IgM1dnBwm Nl fo®ele•IBhr gcomm� °med11 nSpa DPaged Ordering Matrix Environmental Lighting for Architecture, Inc. Mediterranean - MED 1 2 3 4 5 6 7 8 9 Fixture I Size I Mounting I Optics I Ballast I Voltage / Lens I Color I Option MED / 14 I PT I VS I 10OMH 1 120 / FG I CY I - 1. Fixture: MED jI- t - td- - n° - - 18-111 --1 _! 112 I 2. Size f 221/2' 'j yi T(1 281 h`tr 341YC 9 1 ) Vfi Matrix Y: 11 14 17 19 Descip on: Noes Max Wattage 100W Maz Wattage 15OW Max Wattage 25OW Max Wattage 400W EPA 1.0 1.6 2.3 3.0 WeI9M: lobs. 16 be. 30th.. 40 Ica. 3. Mounting mn yao"co Manx 1h CA F•CP P Dvdiptlon, Gov Arm Chain Pentli nt Stem Pence. Post Top Wall 4. Optics Vertical vertical R f R A McMx'1' VS ll Mslriz Y' VRJ VR5 Deaedpion: TYPE 5 Desmpbon: TYPE 3 TYPE 5 Horimnial Dark Skies / \ mmmnl.t nT11E X2 HJ X4 HS 1)82 DS] TYPE 2 TYPE 3 TYPE 4 TYPE 5 M 1 Typ 22 TYPE 3 T S. Ballast DeamFeon: Pulse Span Incandescent Metal Halide High Pressure Compact Induction Induction Metal P.M. Sodium Fluorescent Tubular Type Bob Type (Wafts )Type) (Watle /Type) ( Wens /Type) (Watts /Type) (Wafts /Type) (Wage l Type) (Wafts /Type) Matrix Y: 60PSMH INC SOMH SOHPS 16CFL 40pT• 3518 70PSMH TOM M 70HPS 26CFL 5511 B 100 T670MH 1OOHP3 32CFL NINE• 160PSMH 100MH 1SOHPS 42CFL 10010' 176PSMH T6150MH 2OOHM a 57CFL Induction 12018" i00PSMH 250HPSe Circuher TIP. 18518'• cmW�'xspoamd 250PSMH4 IWaOS r TIP.) 20016" n°a.wm�al.wa. (,•L�E'D,% (""M 2sae •• Fl. Itivbsa I Type) 701c Ny 40LED 8812 1s 0—.ED 10012' 135LED ad 12012" 11891 Nenlh Ava IChy ollndusiry, CA 91]40 • 1960) 423.S1m • Fex NQc) B8 .. wwx.ele- lighting... • Inb@ela- 4ghtinp.mm mediteraneanapac • P.ea 2 Note: Specticiatlow are subject to change without notice. Always consuN factory. 37" 24" F TENON Rtt 0'.' l —181/2' - CR-4A CR -4B 26 1/2" d� BR-4 Durable Cast and Extruded Aluminum Construction Ordering Matrix Environmental Lighting for Architecture, Inc. Mediterranean - MED 6. Voltage Matrix Y: 128' 208 NO 277• SIT 480 BY o,Iy mesa Description: 120V 208V 240V 277V 347V 480V 7. Lens COMMENTS MED /14 1PT/V5/100MH /120 /FG /CY 6/19/14 FOR APPROVAL DRH A 8114/14 _ DRH CG Clear Glass FG Frosted Glass SG Seedy DSCO Clear Glass SFG Frosted Glass cnraLwyrwmrwn mn.. CA Cheer Acni.- FA Fmsled ACryl'c' SA Seedy (Dade Skies) (Dark skies) se CP Clear Pdymrb' FP Frosted Polyearb" MED / 14 I PT I VS I Bo Color Powdar Coal Finish - Fixture Ordering Form: Ls. :Ea D rer_dwN -jest - Odetl nay caria ihal iM1e of 'd IE M1, ft D Sky h Fro "des resod yn Pd Matrix Description Matrix Deswpllon Matrix# Desenpt On 1 2 3 4 AG Augustine Green me Malaga Green CH Cracked Hlde Fixture I Size I Mounting I Optics I Lamp I Voltage I Lens I Color I Option I Option GY Architectural Grey MN Cc Charcoal PIN Midnight Pewter LV Lght Verde OR Old Iron 1. MED CY Gay SS Send Storm R Rust 178M Arend, A—. of Industry, CA 9174e - MOO 4 501- Fax: (828)ii -sai4 •www,elaligntliN.wm• inb®e tolving,ox, mwft.n0anapee-Pago3 DB Oath Bronx SB Statuary Breeze V VC mA r xmm crosui fenwy rot cuvwn mn.,. HR Herbpr Blue VL HP Hammanst Pewter Al Village Green White Bron- 8uttoaType Photocell 9. Options - -' !PC120) 220871 (T2! 50 a r n,. (4K! a c�,yarsmw - (wits) (82) fl tl Be�opYm ease' ade,eaun eemry r 121LC) (3) 21 ]: drN br UNV) c I Black '- - -�, Pewmn[IOaLOn. Matrix M. BEU PCB PCR TB HSS up M Description: Battery Backup Photocell Button Photocel templed, Terminal Block House wa= vM Fusil� Twist Lock by others Side Shield Fixture Ordering Example: Aria - WaII Sconce LED 5th Street ARE- I TV46LC359 K Jr, WMBL W3 COMMENT BY 1 _� y. �i DRH ARS -1 COMMENTS MED /14 1PT/V5/100MH /120 /FG /CY 6/19/14 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 1 2 3 4 5 6 7 8 9 Fixture I Size I Mounting I Optics I Ballast I Voltage I Lens / Color I Option MED / 14 I PT I VS I 100MH 1 120 1 FG / CY I - Fixture Ordering Form: Ls. :Ea D rer_dwN -jest - Odetl nay caria ihal iM1e of 'd IE M1, ft D Sky h Fro "des resod yn Pd ue 1 pe Iantl Typ IV dsirbutcn pa'[ema. r '1 Drive r ARS ssupdied i.5 1 2 3 4 5 6 7 8 9 9 9 Fixture I Size I Mounting I Optics I Lamp I Voltage I Lens I Color I Option I Option I Option Optics 1. MED 178M Arend, A—. of Industry, CA 9174e - MOO 4 501- Fax: (828)ii -sai4 •www,elaligntliN.wm• inb®e tolving,ox, mwft.n0anapee-Pago3 MEMENN" OPrlOns 17891 Arenth A Lighting for Industry, C 91 Inc. Cross Arm ,anon a fnedj r 3' 17891 Arenth Avenue, City of Industry, CA 91748 -1197 and 4' drama,', pale., per request 626.965.0821 a 800.423.6561 • fax 626.965.9494 ® www.ela- lighting —on Mchoo Sersr, (MSi LED Emeocency Bat•erl zck IEaPLI � C 195 CG,'015 W z gw J FZ w PA F Z w a�aLL n W °a�Oi W ° °> "- u O of OlaH 4. 4.ar�♦ Y� z F Z Z F ZOZ mm r-ye F W W C G6z O V REVISIONS Aria - WaII Sconce LED 5th Street ARE- I TV46LC359 K Jr, WMBL W3 COMMENT BY 1 5/15/14 �i DRH ARS -1 COMMENTS 2 6/19/14 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH AR3. ,,,•„ AR3! 487' 21 .v Ara WaIxO -e Cflee ocId of con[ernpOrary erchre7A ahapea F.N,hD ablepual46 1d-lenumdaermpselpdyaster ppwdarc0at,overv- cbined With high m-manca re om ainx cecLED 9owcesu and low baked ate lernpereNre of aBU °F to promote maximum adherence and finish haMness. Finish Is guarnieetl for bve f5) years. - ARSn1 6 a Iwrrvof a lunrinmre designed [c In[egrele easily inlc any Opdca: Vlsure ra L9h9ng Oaers EvnlG LED, in Tyre II. III aria IV diidhbuilon -- -milecturel anvironment'ne A0.6. 2 offers stylish arcM1tecW rat defedaddmg patterns - CRl values are 76 for d,BOgKand7bkr55 . pace gg 1 y ypa f temporarybu'tling Such, styles LEDs Tn n 9ne t P WC LED, I' _. h Rs Ls. :Ea D rer_dwN -jest - Odetl nay caria ihal iM1e of 'd IE M1, ft D Sky h Fro "des resod yn Pd ue 1 pe Iantl Typ IV dsirbutcn pa'[ema. r '1 Drive r ARS ssupdied i.5 Houeln9: D i p- ntly sealed d D 1 EDdn hat p1120Vih H S p .P cirri viR of.0%,R ItlM -0]k OSdataru 3tV SUig<pm rm xpr -a a=.ttanrbtl fealrxe a d cl le.,s e ry d0 9 La extruded s cone peekel.A,pi [bmuhnf ryied tc„ees Ilalbn. Optics Model ARS -1 Typpe II # of LE s mA r 4000K '120 -27, Wall Mount Bron- 8uttoaType Photocell 21 - -' !PC120) 220871 (T2! 50 a r n,. (4K! a c�,yarsmw - (wits) (82) fl - -.. 121LC) (3) UNV) ;117 Black (PC240) (PC27ll 24 530 5500* 480 (BIN) Fusil� (24LC) (5) (SlIK) 15) White .e. seal=1112L T fps' II (WH) IS 0120) (SP277) ( ARS -2 _T3 42 (42LC) 347 (8) Gre fGYT (01`208) (DF2401 48 (48LC) Silver Metallic Van Cal- Resislanl _ Herdwa,e T eIV YP (T4) ) — (VRFI) a obi Aria box MCUSII, ACB)'it MEMENN" OPrlOns 17891 Arenth A Lighting for Industry, C 91 Inc. Cross Arm ,anon a fnedj r 3' 17891 Arenth Avenue, City of Industry, CA 91748 -1197 and 4' drama,', pale., per request 626.965.0821 a 800.423.6561 • fax 626.965.9494 ® www.ela- lighting —on Mchoo Sersr, (MSi LED Emeocency Bat•erl zck IEaPLI � C 195 CG,'015 W z gw J FZ w PA F Z w a�aLL n W °a�Oi W ° °> "- u O of OlaH 4. 4.ar�♦ Y� z F Z Z F ZOZ mm r-ye F W W C G6z O V REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/19/14 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH PER COUNTY ,,,•„ "•'•'•� COMMENTS " "" 6 10/30/14 FOR APPROVAL DRH TIE RS DESIGNERI RAN IREPARINBTo DISTURB T E HE VrH'88URFACEAHYWHEREIN TheOTATE. (IN 'NlrnnAw+0.RnrvD�2aatns)tt) (VA taoa&amon(ND ta00.Sy -=(DE 1A00.2aa66rs1 APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY JLP /CSC CHECKED BY DRH DATE: 1211313 SCAL: WA C'C' C.: ODfi FINAL SITE PLAN FOR 5TH STREET STATION 7 WIEGM ]1-alS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 28 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349-0321 www. BohlerEagineering.com LTN p� V DANIEL R. NINES q Lic. 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I ,I , I X I � , - -� �, �, 11�1'�, , IF REV DATE COMMENT _j LL --I 1 5/15/14 PER COUNTY COMMENTS - DRH 2 LLF ,6 DRH_ 0 8/14114 FOR APPROVAL -1 < < < CL <, �' 0 g 11 E i9c 8f21I14 PER COUNTY COMMENTS DRH 5 , 2f L-, PER COUNTY COMMENTS DRH Z�� 10/30/14 FOR APPROVAL c)-- U 0 :�i -� .&,-- � ,--L � -1 u �11 - 30: 5. - a I " �ml , -L� 0, 05 �- I @ w 0 z m �- W � .. -, *0 ,** H FA F. �i < 9 g E LOL <2 Rp w P4 0 , �. - >- o- � � F I r-, �: r!� = z 0 - qi I pq 0 * u L>L:l Z, �<-; <, - 0 �- -, 0� Z I-1 § - - . ;5 w ,O 0 m ).:z i!-) ce I; Ig z 1: z F- < � --i �� t. ,:, m zo a: Z. 0 _3 < 5 I, " U) < 0� 0 C) ***** � I 0 0 cc 'r �- 1 1 I z 9 �4 �� 4 -o� ,�c ri. - I R - on, �� ,,� , g -; 'u, �) lt�l � 1 w n "': ,,- �� 0 �� 0'- = 14 t u ma F- I 4 �� g :5 6 >- -- � .� �; ,U4 -!I � -p� SEV jj I - , �� I .1 1� - �il 9 �:, P�,4 � r4 2 Ix � .4 > a u �4 A I k, .) r, -I REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS - DRH 2 1 6 FOR APPROVAL DRH_ 3 8/14114 FOR APPROVAL DRH 4 8f21I14 PER COUNTY COMMENTS DRH 5 10101/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH . - I, I THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN ARGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1-800-245-4848) (PA 1-800-242-1776) (VAl-BOM52-7001)(MD 1-SM257-7rM(DE 1-800-282-8555) "'... r APPROVED FOR Ill. PROJECT No.: V122001 " DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 12/13113 SCALE: 1"=120' CAD I. D.: EB6 j - r PROJECT: -I FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 1% F' 1 I I a BOHLER . 28 BLACKWELL PARK LANE, bul I E 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 � www.BohlerEngineering.com .0 - - - - - - fvvv"V&A - --441 XTH --- /I ki I .1 0 DANIEL R. HINES I .0 Lic. No. 043176 4� III . IF :) ,,C,. 10/30/14 , III, 1, 11I.- A r SHEET TITLE: -I EROSION AND SEDIMENT PHASE III SHEET NUMBER: 19 -14- 1-1 1,: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT � ) WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 14.,,\,�03\1 ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN 111. FULL CONFORMANCE WITH LOCAL REGULATION-, ANn (-.nnr.q - ( SDP 2013 - 00012 ) 1 -- d ) _ — '-- "_ "_' —._•.— — _ —yam d d I \ 1 �d 1 0 � \O _ , _ —` — — — — — — — — — — — — — — `_ -- -_ -- -- — _ _ _ �—'� _' •z__ — - -- ` \ \` \ \ ` -------- - - - - -- - - - - -- --------- - - - --- _ _ _ _ - _ ` - - - -_ FP - -- _ y _ _ -- - il - '-- - - - - -- - - �..�.,�� r------ - - - - -- - - -- ---- ----- - - - - -- F - - - -- __ -_ - -- - _ -_ ` - - - - -- - - -- 1- — -' -- _ - ---------------------------------------------- - — --- - _ - -- - -- - 1 _ - C_ t d� , - ^�- C - - - -- - -- - - -- _ - - -- j - r Win—. - - _ - n �" - '--- _ __ - I , - ' ,fir v \ 1 — -r �`''• _ -- r r ,r / t �IfF- q��I1f 1IfF -{� r t r ROUTE-631 1 -H�- YI, IF�-f - � /3�AD t , -- _,- _ ee 1♦ \\ — ( !r r JL I TIJ STR E y JL E1 �] JLJr JLd JL � 10 `! 'V �JIJ `IY aJ �- - `�- = a ,' 1Ot50 ; �' ; ' 11f00 `. __.158 — -- - -- r #5t-- i 13100 ' 13f50 141- W) _ -` J5t00 15f�Q ; 1 00 ' 16f50 i7f00 i7 +5� 1 100 ,1'>8t50 ,�' i9f50 2DfD0 !Y - - -- - - - F— r r r l ! T HPB 1 P12� 13.3I'��$+ (City) LI , Ii�'gr / cy -____ .-__ '�- . "_ ---_. '� -' + `'''��. --- r I , { t -- to +` +1 `y ' \\ \e` —tee` t -5\ - `t `y `+ `, e` ,` t\ ♦`, , \ li ♦ s- 1 e t o \ o 1 ° -'�` `, ,_...- /1G•' ^-._._ .- _'__. -.J , - _ *E.___I� ' 7 ' ` _ U 1 Ceo \ 1 ;% 1 r 1 ,r ` ° - - - OH - Or? .' Pf - off � (y- - ' .e- ..- - .- ._- _ - - -_-- ------------ H -- --- - - - - -- - - - - -- - - -- — - - -- _ ` -- — - - - -- - ------ - - - - -- ------ - - - - -- -_ — - - - - -- ------ - - - - - - -2g --- - - - - — —_ —_-- - _ --------- _ ` 41/ ---- - - - -'- ' ` °---------- - - - - -- d �'_ __ --- -' ` - - -- _ `�- ___--- - - - - -- --- r`'X- --- -_. �__" -- ------- __ - - - - -- --- - -- -- _' - -- - ----- - - - - -- - __---------------- - -- __ _ __ - - - - -' -- — - -- - - -- `. -`- - -- = _= - =rte ---------- --- -- - - -- - - -- , - w j \ \ t Ns co i _ APPROVED FOR ` � f 0 { �, t; ', � ` � CONSTRUCTION v t ® .�� \ STREAM BUFFE�4 LINE `ve - -- - --- ® PROJECT No.: V122001 ��- ' X ` f � DRAWN BY: JLPICBC r v ♦v v �. ,ve , i r' `` - A\ `_ G' / t -- - - -- -- CHECKED BY: DRH - .. `7 X - _ ,=X_ ---- -- - - -- _� i� X DATE: 12/13/13 �� ""► /r/ v`, , �`c , ,� , �! 1 v +' _ , . ,!.-- .- -" :% &% W yq \ v v ✓0 ''/'�� /%`�% // + - - = d J/_ _ _ _, •, X x "ter:"'. ��X , + ` +��-- c,7 A—, -_. r- A\ Cie �- , � It i ` ' -,' - j i$ diL_ j� - �/ tt , / c� -� �% \�'w { �x yr- ._.. -�( X- �i- - = -X v X ----- --------- ---- - - - - -- _ A -- -------- ---- ----- - --- -- __ — — — — - -- /(/J'� Ift-w oe CAD I. EB6 �• `, \ \ \) .�� i ,�, 1 STREAM BUFFER 1 _ __ ___ ----- ---------- ------------- - - - - -- - - -- _�_. --- - - - - -- LINE'S - - - - - -- - - - - -- - ''_ --_+ -- /1----------- - - - - -- � _ 7 - _ -' i i / t l ` ` \�l \ i____�. ^} ` �� —. r� , r r� Y _ /-'_�^ 'F� — - -- _ -_--- _. - -- - - - - - -. STREAM BUFFER LINE i t y —�' rr -- - - - - -- ��' -'! - -_ `\ �. ``,�� \` � �� \ `\ ,,'', `•. -� "J � ` �'�� \' `��` � � t{ } \ e\ \..e -..,. .,y ;,.. ` t, �'� \` ?h,,, =ice /_ _ .-� "' _ --'- �P �- � —' �- -is - ° ,.�„�.c-" -_- � � J __. , r _ Jr s ErA EPI_D�' � �- �� 1'��„�.- -..- -� i�%i CREEK !NTF ` - - t rl? - - - - _ -` FASO _ _ {�` �� 0,1 _ _ _ �, j�l�%%RR -I - - �,� •! - ° -'� -arm^ - Off`� -- �, - _ �' 1 — D yll .B. -- \ _ \ / _ P 579 _- - - - - -- ___ r / % - 'JJ/ a - -- - - TJ" R ` / , ..._lam ��' --` - - - - -- - = =_ -- - -- - a _ - - ` _ ` o - -- _ - - - - -_ _ _`v VIWNACE B45EMEN DB. - - - -- - - - -� _- - - - -- GPs 9�, 473 Pg 579 "Cif - - - - -- 9p -- -- - - - -- - _ _ -- - -- c9oo _ - --------- - - - - -- - - - - - -- - r , �, °O 3378 — F -- FP -- FP FP Y _ r ¢ -- ' E'' F o` (101 �r�a Cagy Jal r �XX XX��XX Q REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 4 8121114 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10130/14 FOR APPROVAL DRH GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT 'EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN[ FULL CONFORMANCE WITH LO .AI. REGULATIONS AND CODES. 4b STREAM BUFFER LINE /7 40 20 10 0 40 1 "= 40' NOTES 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com N DANIEL R.rHIN S *P .p Lic. 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FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN F1I I ONFORMAN E 0 NS AND CODES. 1 \ . \ 1 I , I \ \ t I '\ \ 1 I , 1\ I\ , 1 1 I f , t \ I 1 , I+ 1 NN \i t, I , v /AV I 1 1 L LI A 1 A V \ \y V A\ I, A A L .. ,,\ ` Y '\ `\ L\ L\ `\ \ �f - \ "'' Y \\ \ L \ \\ i ` \ \ \� n I \ \ \\\ \V .. \ \ \\ It II vv t 1 \.k , 11 `\ \ \ `\ \ `, \ \ \ ` L \ \ \ \ \ \ \ \ \\ L .(I t. \ \ J�1 \ \ \ I \ l \, `\ `,\ \\ `, `\ \\ 1 \\ I l I\ \ \\ \, -, ,`\ `,` I °\ ` \` It 0, \ I ,\ , I , \\\,�"\,�<\ , , , , �\ \ , \ , � , , N. , - -�-,z ,- , I", A "I , I I I I 11 `\ `\ \ \\ ` , ,\ I I I I 1 I B \ \\ \ \ , , , , + + 1 \V A ,, vv v, , v \,_ . / I I / L I 1 ` IT \ I I \ ``\ `, `\ `\ \`, \\ ' ll� I 1 I Ill 1\ \ \ \, \\ `\ \ `i'% `\ , \`I , \ \ \ , \ , ` \,` \` \` \\ \\ `` \ - , \ \\ L\ \ ; \ \ \ \ \ \\ \\ , \`,\ \ \\ ,L \ \ \ \� ,\ 1\ \\ ,, 1.- ,`, ` \ \` \, \ \` \L`I `\ \ \ \\ \ \ \ \\ \�� , \`, \ \ \ , \ \\ `, \,\ \ \, \- , , \`, , , \' z- Y \ \ \ \�\ / 1 \ \ \ \ \\ I \ I I �` 1 , ■ 40 20 10 0 40 1"= 40' DOTES: 1. 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FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE 4CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN F1I I ONFORMAN E 0 NS AND CODES. 1 \ . \ 1 I , I \ \ t I '\ \ 1 I , 1\ I\ , 1 1 I f , t \ I 1 , I+ 1 NN \i t, I , v /AV I 1 1 L LI A 1 A V \ \y V A\ I, A A L .. ,,\ ` Y '\ `\ L\ L\ `\ \ �f - \ "'' Y \\ \ L \ \\ i ` \ \ \� n I \ \ \\\ \V .. \ \ \\ It II vv t 1 \.k , 11 `\ \ \ `\ \ `, \ \ \ ` L \ \ \ \ \ \ \ \ \\ L .(I t. \ \ J�1 \ \ \ I \ l \, `\ `,\ \\ `, `\ \\ 1 \\ I l I\ \ \\ \, -, ,`\ `,` I °\ ` \` It 0, \ I ,\ , I , \\\,�"\,�<\ , , , , �\ \ , \ , � , , N. , - -�-,z ,- , I", A "I , I I I I 11 `\ `\ \ \\ ` , ,\ I I I I 1 I B \ \\ \ \ , , , , + + 1 \V A ,, vv v, , v \,_ . / I I / L I 1 ` IT \ I I \ ``\ `, `\ `\ \`, \\ ' ll� I 1 I Ill 1\ \ \ \, \\ `\ \ `i'% `\ , \`I , \ \ \ , \ , ` \,` \` \` \\ \\ `` \ - , \ \\ L\ \ ; \ \ \ \ \ \\ \\ , \`,\ \ \\ ,L \ \ \ \� ,\ 1\ \\ ,, 1.- ,`, ` \ \` \, \ \` \L`I `\ \ \ \\ \ \ \ \\ \�� , \`, \ \ \ , \ \\ `, \,\ \ \, \- , , \`, , , \' z- Y \ \ \ \�\ / 1 \ \ \ \ \\ I \ I I �` 1 , ■ 40 20 10 0 40 1"= 40' DOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. PXVISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 fl FOR APPROVAL DRH 3 8114/14 FOR APPROVAL > Q ¢� a 8/21!14 PER COUNTY COMMENTS DRH 5 10/01/14 T P4D2§��d 6 10/30/14 FOR APPROVAL DRH Z i:� nZZZgW I� J L1J O J W O U � J_ g R 4. ti O X W � w OOwQ02 mif 6n :Z�d ♦ * * * *♦ © f ° < g ,2 R_ PQ WO O a- a 4 R. ; = 2 } w o U o 0�- oZOZ; I§ 6� =z�6 w z M D so=w U) U U g rrrr7777 1 . -0 . ♦. I 0 -iiii Z W E. � �2 ifa E5 E. � g � �9 w w W t z 5 �I G Ic 41 C U M W W - ,,, WU�� I 'I C-1 -; ,, e g �, W �- W R � 2 U W PXVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 4 8/21!14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1- 800 - 245- 4848) (PA 1- 800 -242 -1776) (VA 1-800 -552 -7001) (MD 1- 800 -257 -7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY': DRH DATE: 12/13/13 SCALE: 1.1=40' CAD I. D.: EB6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION V V EGAvY A NS ]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 8 I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com TH pF v DANIEL R. HINES .p Lic. No. 043176 O 10/30/14 p s `S�ONAL . SHEET TITLE: EROSION AND SEDIMENT PHASE Ill SHEET NUMBER SDP 2013 - 00012 l .05 AC, ,:0.90 ' IP , / r / i / i 1 �Q ' i / ' N� /� . /�� 11 r ��C // ,r r / S��P§ ' '' l . Ii I d r Ve , r' J''fs0 a , ,A ?` , '-/'-.._. !, 1 ,' , - , , , / 1--iiiiiiiiiiii� ti__� I� — I "` �� ____ ---- \I' tt 9 �/ � tt tt __ ___ ' // \\ _q - � , + ' r l , / / / ,' i / , /, / , / ,/ /,//,/- ' // ��° "/",/, , , , , , ! 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' r r \ 1 \ l PS r / t / / 1 r \ t ! ! 141 ) MATCHLINE - SHEET 20G GENERAL NOTE: I IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I VRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODFS. IP IP ST 1-11 \. \ * �,• \ \ \'o ` `:,` \`\ ` ` 1 1 \ i I 1` it i ; ! e v'? `.'\ \ ``T ` -1.! • \ ♦ _ r 1 11 r: ` , , l, 1, ,•'"" 1 1 1 1 1 1 ! 1 -PR A STRtAM 8UF 444fE_ IN, \& \l; % C5 \ \ Z cp- IP 0% r eo v v v t v v r �e , •o •� �.,._ O -- - \ \ PROP. RAW. \ `, \ \ ` \ \ \ \ , _ m M1 , A\ PROP. R.OW 40 20 10 0 40 ifr-.q ix 1" =40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. _�\, . \ \a COMMENT J 1 5115/14 PER COUNTY COMMENTS DRH 2 LL \ DRH CO) 8/14/14 FOR APPROVAL --y O R AEA !� e CO 4 8!21!14 PER COUNTY COMMENTS , , \ \ \ ...................� \I \ \ \ "' PRIVATE UTILITY EASEMENT 1 1 t \ \ \ \ 4 \ i- i PRO OW. x. :4.53 •035 ` ', `, '\ `} `, `\ ', `\ }, `, `, \, \ ` \ � ` \ , , \ 0 \ ,� \ \ � \`\\ r t„ } !'\ \} , \\ \\ ,. \ , .3 ` // X\" , O NVIl �r /• "a ` °` ° \`----------- -^ -' \ \ `\ '`\ ', ` \ '\ \` '\ `\ ` \',` / \,`\� `\ �' i ` °'`. \ \ ,`\ `\ \\ \` , `, \\ 1 1 \Ii - ` ---------- - F -------------- ''•, '`\ \,`, ' }'\ \ \ \`, }\ ;\ } \\ \\ ' \', \', \\ ��\ i ` \ i \�\ \ \ } \ -'" \ , \ \ '\ F \ 1 ;i I I t ! 1 r f I 1 i \ SAN —•< " _ 9 _ 0, PS \ LI \ \ \ \ \t i C?90 STR AREA: 3.31 C: 0.35 \ 1 \ , ` 1 1 , 1 { 1 , t ! t , t ! ' r r \ 1 \ l PS r / t / / 1 r \ t ! ! 141 ) MATCHLINE - SHEET 20G GENERAL NOTE: I IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I VRITING PRIOR TO THE START OF CONSTRUCTION, FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODFS. IP IP ST 1-11 \. \ * �,• \ \ \'o ` `:,` \`\ ` ` 1 1 \ i I 1` it i ; ! e v'? `.'\ \ ``T ` -1.! • \ ♦ _ r 1 11 r: ` , , l, 1, ,•'"" 1 1 1 1 1 1 ! 1 -PR A STRtAM 8UF 444fE_ IN, \& \l; % C5 \ \ Z cp- IP 0% r eo v v v t v v r �e , •o •� �.,._ O -- - \ \ PROP. RAW. \ `, \ \ ` \ \ \ \ , _ m M1 , A\ PROP. R.OW 40 20 10 0 40 ifr-.q ix 1" =40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. _�\, . IF REVISIONS REV DATE COMMENT J 1 5115/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL Ld 4 8!21!14 PER COUNTY COMMENTS DRH 5 10101/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL ❑�§�oa �J F-� LuO�w��p d _J 001-¢02 e G m r (n LL a �►/ W � w ♦��♦ W �� Iii a � :If z W G v Q Q w J B m Ozot P�6 a] )- Z 0 Of 0 ~QYJhw- yk d ci Om02w m� (q < O 0 0 W F 3 r-� U G U $Y a W Z �� U b IF REVISIONS REV DATE COMMENT BY 1 5115/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8!21!14 PER COUNTY COMMENTS DRH 5 10101/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800-245-4848) (PA 1- 800 -242 -1776) (VA 1- 800 -552- 7001) (MD 1-800- 257- 7777)(DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I.D.: EB6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION - W EG1 ANS 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 V DANIEL R. HINES 'a .Q Lic. 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' - -___ 49 -- - - - - -- 420- — — - — — — - - - -- - -- 40 20 10 0 40 111=40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. GENERAL NOTE: S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIV SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECOR[ ;ITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITL EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS At FI ILL CONFORMANCE WITH LOf•AI REGULATIONS AND CODES. EMMEIIIIIIIIIIIIIIIIIIIIIIIIIIIII r 11 Lo P4 �4 (5, 5 J W V �4 QQ d i�a �� J , - Z Z 1--i g IQ II a U 'L -°O cn a - I-- !3 d F3 w � w ;4 �� U) **** * 4, t 1 C) mFCn�LLa R �'L � � gi Q W O. rc% 2 Z >-7 jw U °z0Z' =q :)mzaz o Jo=w sii 7h �WWa v MM r� ✓ U F" b g C � C W U �g � Gd O �g R]EVISI®NS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 6/19114 FOR APPROVAL DRH 3 8/14114 FOR APPROVAL DRH 4 8/21/14 PER COUNTY DRH COMMENTS 5 10/01/14 PER COUNTY DRH COMMENTS 6 10/301 14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1- 800 - 245 -4848) (PA 1-800 -242 -1776) (VA 14X)0-552-7001) (MID 1- 800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: LP/CRC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1.1=40' CAD 1.D.: EB6 PROJECT: FINAL AL U (� V ITE PLAN\I` 7�'j7 F O E aJ' 17. H STREET LOCATION OF SITE NORTH OF I -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 ,o*--WTH V DANIEL R. HINES P Lic. No. 043176 .,� 10/30/14 - .� SH EET TITLE: EROSION AND SEDIMENT SHEET NUMBER: I SDP 2013 - 00012 14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1- 800 - 245 -4848) (PA 1-800 -242 -1776) (VA 14X)0-552-7001) (MID 1- 800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: LP/CRC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1.1=40' CAD 1.D.: EB6 PROJECT: FINAL AL U (� V ITE PLAN\I` 7�'j7 F O E aJ' 17. H STREET LOCATION OF SITE NORTH OF I -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 ,o*--WTH V DANIEL R. HINES P Lic. No. 043176 .,� 10/30/14 - .� SH EET TITLE: EROSION AND SEDIMENT SHEET NUMBER: I SDP 2013 - 00012 (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: LP/CRC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1.1=40' CAD 1.D.: EB6 PROJECT: FINAL AL U (� V ITE PLAN\I` 7�'j7 F O E aJ' 17. H STREET LOCATION OF SITE NORTH OF I -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 ,o*--WTH V DANIEL R. HINES P Lic. 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SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. GI NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT IORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE .CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND i FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. I III I hie .� \ ,�. 1 _ (f — D REVISIONS REV DATE COMMENT J ILL 5/15/14 PER COUNTY COMMENTS DRH 2 LLI FOR APPROVAL DRH 3 8114/14 FOR APPROVAL > < d Z 8/21114 PER COUNTY COMMENTS DRH 5 "< -O' >O -.d W � DRH Z 10/30/14 FOR APPROVAL OIE �ZO, g J LL 0Z. O IJ I i $ � ^ O Z OO-�.3Q0,2 1, 0 ;2 a W w ♦�� * ** w� 2_ I W C� O Q : a � (D Z >-I c W4 l z >- n¢ O0 Ozz z> o� eN oy z �m iz O Q 'yUU 2� " ♦ * * *♦ H 0 0 cn DO ru. W � o °w a W C W 7 w � ' E W IN U �1 h 4 O' g - -, �l > F F� �:- H p/ 5 w W U g cry Uy W b O Qy f 133 4 U W REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 4 8/21114 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH I i THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EA SURFACE ANYWHERE EARTHS S W ERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (VW 1. 800 - 245 -4848) (PA 1- 800 -242 -1776) (VA 11-800-552-7001) (MD 1- 800 -257- 7777) (DE 1- 800 - 282.8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 1 ..=40' CAD 1. D.: EB6 PROJECT: ]FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA III I BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: on ( 540 ) 349-4500 Fax: (540) 349 -0321 www.BohlerEngineering.com j�A&TH p- 1 i-I V DANIEL R. HINES Lic. 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AREA 1• 1 a I I i I I I i i \I 1 I 1 \ I I 1 14 i i 1 I I I I i i I I 1 1 I I I I 1 I I 1 I I I I i I I I �> L. -------------------" , — \. \\ o \ e— — _- - - - - -- \\ `I\ I \ , , , I , ; , i I ' + 1 I ; 1, , _ 1 _ > ; i i I ; I ' , ; `\ I i I , \\ I 1 .� i i i \\ i I n"-D ; ' I 0 a� ; I , c3` yc, j i i ` \ ', I ' ' ` ` I ' I \ I 1 `, I 1 \ ' I 1 , I I , \\ I i 1 1 i I\ _ `, 1 I I w \ \x I I I , \\ I \` `\ I \ j: X \`\ \\I \ 1 ' ` I i 1 I I i i i i 1 I I I V. b _ y ``, \ REV I''- / __ / .� - - -- T.- //I ! rr =a - - - -- 1 _� ' '�— _ 4�_ --- J i , ,t yy I' I 1 I :I + +, `, 1 — .f``_�` ++ , - i� /`t,, 1 ` \_. �....✓'t I s- t t t 1 h , i.'t , , 1.« ' + X, _ " "� .I , n + , , I , t I , , , _ -!I \ , '% I 1 I t t 1 % , I I I , I \\ \ \` \ , I 1 B I.O.W. AREA 1• 1 a I I i I I I i i \I 1 I 1 \ I I 1 14 i i 1 I I I I i i I I 1 1 I I I I 1 I I 1 I I I I i I I I �> L. -------------------" , — \. \\ o \ e— — _- - - - - -- \\ `I\ I \ , , , I , ; , i I ' + 1 I ; 1, , _ 1 _ > ; i i I ; I ' , ; `\ I i I , \\ I 1 .� i i i \\ i I n"-D ; ' I 0 a� ; I , c3` yc, j i i ` \ ', I ' ' ` ` I ' I \ I 1 `, I 1 \ ' I 1 , I I , \\ I i 1 1 i I\ _ `, 1 I I w \ \x I I I , \\ I \` `\ I \ j: X \`\ \\I \ 1 ' ` I i 1 I I i i i i 1 I I I V. b _ y ``, \ ________l / \ \, 1 MATCHLINE e SHEET 20 \ \` - -'J ' , ! \ ! 1 \.\ , i � I .\ Ir, I ---- y I rD \, - \ ` + 40 20 10 0 40 1 ..= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 1 REV I COMMENT J 1 ,; PER COUNTY COMMENTS DRH J LL- FOR APPROVAL , , / 0 8/14/14 FOR APPROVAL , Ig 8/21/14 PER COUNTY COMMENTS I 5 O Z . i 0 PER COUNTY COMMENTS I Zi 10130/14 FOR APPROVAL 1 I I L,ogo W d J A i I o I / M 1 co ****** #1 � 1� � 12 e W I Q a �� - -- -\ , •\ W ° \ \ 8t \ — �O�ZOO_ 19 \ z \ \ \ \ mo¢z 0 _<02 w M' \ cnQ�UU '`, ________l / \ \, 1 MATCHLINE e SHEET 20 \ \` - -'J ' , ! \ ! 1 \.\ , i � I .\ Ir, I ---- y I rD \, - \ ` + 40 20 10 0 40 1 ..= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 1 P,EVISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL- FOR APPROVAL DRH 0 8/14/14 FOR APPROVAL - J Q Q Q ' "- Ig 8/21/14 PER COUNTY COMMENTS DRH 5 O Z . i 0 PER COUNTY COMMENTS DRH Zi 10130/14 FOR APPROVAL 05 0 d F- -Ujj a L,ogo W d J A w o mi �NQ LLa M :4 ��- co ****** #1 � 1� � 12 W Q a �� z w W ° M :< 8t — �O�ZOO_ 19 z _ mo¢z 0 _<02 w M' M cnQ�UU I- ♦. * *♦ V z X � W z H 5 w w C7 � w ti C7 l b m � m "� C J MFgg � C a- Z U � 6 g - J ,D H F a 8a U W, U =i O O �-' � o ' p u z b > H > z U � a P,EVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10130/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 81 1) (WV 1- 800 -245- 4848) (PA 1-800- 242 -1776) (VA 1-800- 552-7001) (MID 1- 800 - 257- 7777) (DE 1- 800 - 282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I. D.: EB6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER I 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com 0i V DANIEL R. HINES .0 Lic. No. 043176 `'A 10/30/14 G —NAL SHEET TITLE: EROSION ION\ AND SEDIMENT PHASE III SHEET NUMBER: 2®1 SDP 2013 - 00012 \ \ `, '`, \ ` \\ ` \\ \`` ``, `\ \`\ \CSS`\ `\ ``\iii \ \\ ` \\ IN N. 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"\ — `- -� _ - - - - -- -------- _ 1 > - - - �c 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN � F I CONFORMAN . WITH O . I RF , 14TION`; AND OD S. i - -- __- _ —,� --- - - - - -- \IY 1 - —. — _— -- - - -- - - - --- - --- -- -`: ` ---- __= "_---- - - - - -- - -- fiv _ ` h0 Off 0/f ©fl \ Dfl \,1Y \rr \\ Ji -� -_ -_ \\ ------ --- - - - - -- It 11 kN .J IN f / - \ IN It 1 , , IN 1 i I i I I I Q I I 1 I 1 A 0 0 ��R��NSP g31 -- _ -- - - - - -- -- - - -- - ----- P14�SM�N ---------------------------------- - - - - -- ' NOTES: 40 20 10 0 40 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 111=40' REV DATE COMMENT J } I} 5/15/14 I I I 2 771 II "9 I I 8/14/14 4r o 4 8/21/14 Z jJ 5 ❑��OOa H J m:z PER COUNTY COMMENTS DRH r 9C, FOR APPROVAL uJ0 F- Q 'E - TM B -8 1 IP r o , LOa LOD mLOD' LOD— N SF e W C J - - -_ _v ----- �Fj� _ jy - �9 $� F-� - - -- r' `f "I'll r i'f ilf \ \ \ , •.,ttt+�C ��},�� ... .......__ - -- — - _ - ...._ 7\ \,, (lft V lI'r tr ! jl `, • �u'�`\I\I 'h \` \`,,,_ �._._ ...... / � � .- r I .._. __.. —.... --- . -.._. 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"\ — `- -� _ - - - - -- -------- _ 1 > - - - �c 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN � F I CONFORMAN . WITH O . I RF , 14TION`; AND OD S. i - -- __- _ —,� --- - - - - -- \IY 1 - —. — _— -- - - -- - - - --- - --- -- -`: ` ---- __= "_---- - - - - -- - -- fiv _ ` h0 Off 0/f ©fl \ Dfl \,1Y \rr \\ Ji -� -_ -_ \\ ------ --- - - - - -- It 11 kN .J IN f / - \ IN It 1 , , IN 1 i I i I I I Q I I 1 I 1 A 0 0 ��R��NSP g31 -- _ -- - - - - -- -- - - -- - ----- P14�SM�N ---------------------------------- - - - - -- ' NOTES: 40 20 10 0 40 1. SEE LINE TABLE ON SHEET 2 FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 111=40' RF- VISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 d DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 Z DRH 5 ❑��OOa H J m:z PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL uJ0 F- Q 'E - N W C J � �dJ 8 �Fj� 0ZOZ> F-z z oOuJ LL YJ �9 $� F-� �Q7QZQZ S u 0Q.UU z W pqW W cn CW7 d W � �= F J 'e, � W Ll t. ) 0 Q PLO op �r. > W U RF- VISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10101/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE, (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 -245 -4848) (PA 1-800 -242 -1776) (VA 1-800-552-7001) (MID 1-800- 257- 7777) (DE 1-800- 282 -8555) rtes �� LOS �-,- APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: 111=40' CAD I. D.: EB6 PROJECT: FINAL SITE PLAIT FOR 5TH STREET STATION - WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 9 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 ��pLTH OF'I I� J V DANIEL R. HINES T' .p Lic. No. 043176 10/30/14 SS�4NAL�G SHEET TITLE: EROSION AND SEDIMENT CONTROL PHASE ASE III SHEET NUMBER: 20J I SDP 2013 - 00012 _`%t ova s -�w5g 3 v t• - COUNTY OF ALBEMARLE Department of Community Developmeut 401 McIntire Road, North Wing Cdarlotteavclle, Virginia 22902 -4596 Ph (4341 2 96 -583 2 Fax (434)972 -4126 Fifth Street -Avon Center PROFFER STATEMENT Date: September 4, 2012 ZMA # 2009 -001 Fiftlm Street -Avon Center Tax Map and Petrel Number(s), 076M1- 00- ODA02A0, 076M1- 00- 00- 002B0, 076MI- OMO -004A, and 07700- 00- 00-0O11E0 Approximately 81.94 Aces zoned Planned District - Shopping Center (PD -SC) pe jPrua liability company, an Knifings, Virginia New En Properties, LLC,, Vu limited Lab d Avon Hol LLC, a V limited liability company, are the fee simple owners (col ecevely, the "Owner`) of tax map parcels 076M1,00 -00� 00200, tl76M1- 00- 00-002B0, 076M1- 00- oo -oO4A, and 07700- 00-00- 0011E0 (- Uec6vely, the "Property). Pmsuanrco Section 33.3 of the Albemarle Comity Zonis Ordiicance, the Owner hereby -humanly ffen ty g Y y pro the conditions hated in this Proffer Swum um, which shall be applied ro the Property if itbe rarmi u d b Albemarle Coun These conditions are ffered as f the renown d i[ u approve y ty. pro Part o g an acknowledged that ehe conditions are reasonable The Fifth Street -Avon Center project was originally approved by the County Board of Supervisors on Much 12, 2008 as ZMA 2006009, along with proffers from the Owner dated March 10, 2008, and signed on March 12, 2008 (the "Original Proffers �, an Application Plan dated February 19, 2008 prepared by The Co. Company (the "Original Application Plan'), and a Development Framework prepared by The Cox Company (the "Original Development Framework'). - prior. of the approved landfill Woxk Plan approval of the final site plan for the Property. 4 M-_ima c.S.The Owner shall obtain approval from the County Director of Community D d p t, d the C nryAtromry of a recordable instrmmt providing for the perpetual mainrenance by the Owner of the Landfill Segme n, subject [o dedication and acreptuce, of the Landfill Segment as a public right -of -way. The maintenance mm ument shell be m a form and be of a substance that is rid h the Dicecto, of Community Develo t and b the County Attorney. aPPmv y ty Amen y ty ry. 5 Cnrapletiov Tlce, Landfill Segtneut shall be constructed and bonded, d the County Engnee, shall have denturi ed thy[ the roadway is safe and convenient for traffic (he fte "completed') PuicY g wi opens. as a condimn of the issuance of. certificate of occupancy or the Ent building thin the Pr - 6. mediation and reopeningln the avers[ of closure. If DEQ any other public e ti hum diction over such matters oed.s ilia[ the Landfill Se t be dosed to edeaman end ° ty gP118 g^im P veh la traffic because of an .raisin usti hazard or risk aiismg from the former landfill, the Owner.hall promptly Imedite die hazard or risk and take all other, steps recess ry to mply with such orders, im1m1mg the reconstruction, repair, oe xelma i end conamr Lion of thr Landfill Segmmtto show c [ pm. if the Landfill Segment is .. p only closed n provided h,ndn, the Owner shall obtain approval of the reopening from DEQ or other public entity, and p. the Landfill Segment For pedesman and vehicular traffic with, sixty (60) days of counpieted remedsti. n associated with the doa r e. The County Duector of Community Development may sothora, thatdeadLne be extended for reopening the I- dfill.Segment if the Owner demonstmtu [o the samfacnon of doe County tlat it u necusary for` ilia purpose of rebuilding the road In the even the Landfill Segment is temporarily closed as provided herein, the buamuau within the Project may continue to opera[, and conduct business, (5) parking spaces sea the avfacen[ parking lot on the Application Plan Amendment shall b rid For a nail head use for the G,eetiway Park The Passive Open Space and Tiathud Park land shall be dedicated by subdivision Send the Owner shall be reap ble fox die cost of a sury d the deed to Ala uponu ry and prepm g. onvey the Passive Open Space and Teeilhead Park land to the County Prior to the issuanw of the frstccedficate of occupancy within the Project, she Owner shall make a cash conmbution. to the County in the t of Hundred Fifty u and Dollies u elop00) for the o puLpmae o {funding (a) the construction f d, G enwsy Trail (b) a ma plan for the d atop t of the G.r.-y Park and a Bdcc /Pedestran ay t (h "Park M t Plan'), d () trcu n of the Greenway Park and BiWPedesman system, each by th County. IF h P rk Mast Plan and coo - ruction of the (1250,00 y Park d Grunway Tmil are completed for less than Two rid to fu d ad Thousand tic is (5250,000) y remaining Funds may be retained by the County and used fund additional public cecread il w dtl , the Property, the Gmmway Trail Land, m th G way Park If such wah contribution n noceex tied for the Park Master Plan or the constrm E rh Gmenwa Trail or the Greenway Park within fifteen (15) years from the dare of the connibmior 0 unexpended funds shall he refunded to the Ownu. Beg[ g January 1, 2013, the amount of the cash conmbution req tied harem shall be adjus[ed annually -,it paid, m reflect any increase or decrease for rite preceding il daz year m the Comparative Cost multiplier, Regmnal City A,.W, Southeast Average, Category C. Masonry Bearing Walls issued by Marhall Valuan o Seivice. (a /k /a Marshall &Swift) (me'Tndex') d list appkiaWe Marshall & $wrf irdu determned by dx County if Masaha8 &Swift ceases publi u of the Index idmnfied herein any other ore applicable indu that the County may elect in in duartum tc udliza The annual adjustment shall be made by multiplying the proffered cash wntribution amount for die preceding year by a faction, the e - of which shall be the Index u of December 1 in the preceding calendar year, and the denominator F+ z � Ut I� pct iV W W r... - w z ••�••• O ♦ 2'0 � a u o o w A H V u •...• 9 ;= < Z z a n c t " Z Z w w O o s a w z ` 'a = C September 25, 2012 Valerie W. Long C/O Williams Mullen 321 E. Main Street, Suite 400 321 E. Charlottesville, Street, 2 Suite RE: ZMA200900001 Avon Center Tax Map 76M1, Parcels 2A, 28 and 4A Tax Map 77, Parcel 11 E SP201000003 5" Street - Avon Center - Parkina Structure Tax Map 76101, Parcels 2A, 2B and 4A Dear Ms. Long - REVISIONS The Board of Supervisors took the following actions on the above noted petitions at their September 12, 2012 meeting: Reaardina ZMA200900091 Amendments to the existing proBers, application plan and development framework for the above pr no parcels 2onetl PD -SC approved, by a vote of 6:0, in accordance with the attached ofrers dated September 4, 2012 and the attached application plan, inclusive of the development framework, dated August 31, 2012. Please refer to these documents for any future applications and request on this property. - As put of rezoning application ZMA 2009 -001, the Owner has submitted m amendment co rice Original Application Plan that =a prepared by Bohler Engineering and is tided " Zoning Application Plan Amendment for 5'^ Sneer -Avon Center" dared December 17, 2009 last revised August 31, 2012 (the "Application Plan Amendment') which eh.0 mperaede and replace the Original Application Plan in ah ts. An fermces N this Proffer Statemrn[ [o die "A ilcauon.PW" shall mean die A Leaeio -Plan respec y re Pp Pp Amendment As part of mooing appli alien ZMA 2009 -001, rice Owner has incorporated an amended rcsirm of the Original Development Framework into the Application Plan Amendment, which hag p ..de. end replace 7. County's Acceptance. The County's acceptance of this Proffer Statement shall not confer any approval of .pedal use pemain for any construction of the Parkway or other imps - -saws widen the fl- ciplain, if necessary; the approval of such perm. shall be reserved by the Board of Supervisors.. E, Avon Street Ira rowarl The Owner shall dedicate be r -ofawa P Pu rig{c y, asahown on f al se plans, and tint a right men lane on Avon Street southbound from the n rthein boundary of - the P op uty .the intersection. of Avon Sneetand the Parkway. Ifwammed, the Owns shall sonstruct a left mm lane and signal impconnu mu at the irmuccnon of Avow Street and the Bent C ek Parkway. If the public igh[ .f--y is our dedicated by subdivision plat, the Owner shall he r.pmuibla for the co.,of a urvey end preparing the deed to convey the public right-If-way to the County . The Avon Street of which shall be the Index as of December 1 in the year preceding the calendar year mostcreenty ended. The annual adjustment stall be effective on and efts rice date the Irides value from the preceding calendar year u published For purposes of dux Proffer Statement, the terms of this Paragraph shall be referred to as the "Cash Proff Annual Adjhnrmrnt Turns." 4 C h C Mb t Eo Pedeetria Li k m WHI g11py S lint In the event that sufficient right of -way exists or can be obtained by others for any land located within the Wi➢oughby Subdivision necusuy therefor, the Own shall make., cash contribution to the County in the amount of One Hundred Thousand Dollars ($700,000) F the consnacctimn by the County of n Pedestrian path or and necung the Property m the Willoughby Subdviuon m the general u. h on the Application as REV DATE ER BY 1 5115114 COUNT PER COUNTY COMMENTS DRH 2 6119/14 FOR APPROVAL DRH 3 6/74114 FOR APPROVAL DRH Reaardina SP201000003 Approved, by a vote of 6:0, with the following condition: 1. The special use permit approval shall not expire but shall remain in effect so long as the approval of ZMA -2009 -00001 remains in effect pp the Original Development Fmor -ek in all respects,. The impro ,unema proposed for the Property are collectively referred to herein as the "Project" parse Origin Pec This Proffer Statement shill su de and replace doe al Ptoff s in all sex ts. Improvemema shall be constructed, bonded ... andrudy to be recommended by the Albemarle County Board of Supervno. fox acceptance into. ch p bL yst , and the County Engineer shall h determined fiat the roadway is safe and convenient f o r traffic as a condition ofiu.mor of I c fin, certfcare of occupancy within the Pro Perty F. Transportation Proffers Cum liance. pee p 'Potential Pul m n Connection to Willoughby," which connection would include a peel rd n bridge wer Moore' Creek, and reasonable access to at least one neighborhood suer[ 'dun Willoughby (the -W lloughby Link'). For the purposes of this proffer, reasonable access shall mean a peel trim arcesa that is topographically the but sensitive , tannin Features, as he C mimed ft the County Enghiere Such cash contribution for the Willoughby Link shall be delivered to the County after pt-i t l by m m notice fora the County chat sufECen, right -of- -way exsts or is connacmaily obligated ro be provided by orhus for the 4 &21114 PER COUNTY COMMENTS DRH 1 114 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH In addition, the Board of Supervisors approved, by a vote of 5:1, a special exception for a critical 1. R d 7 R . The Owner, shall cause completion of die E,11.r -g road unit- scnens: Willoughby portion of l,vd needed for the Willoughby Link (the "Willoughby link Notice'). If the slopes waiver. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This Includes: • compliance with applicable PROFFERS; A. Bent Creek Road and Fifth Street Intersection. Pursuant to road plans approved by rice Virginia Department of Transportation CTDOT), rh, City of Charlottesville, and the County of Albcamcle dhe "Cwm the Owner shall construct sr` l and fan. im ts at the intersection of Bent Creek ( ty'), grin provemm Rmed and Fifth Street prior to issuance of apporval of the fit certificate of occupancy for the Property. An ample of the improvemenn that the City of Charlottesville cray retinue of the Owner's attached a. Exhibit IA, entitled "51a Street lmett"tion Exhibit 1A" prepared by Collins. Engineering and dated August 1 The road improvements listed in puagupbs 1B, 1C, and lE above shall be onsmured in accordance with road plans submitted by the Owner and approved by VDOT. AN of the for i is listed in hs Ill, 1C, and 1E shall be ttuaed to VDOT dear` to foregoing ims,..t to n, ppro r cone gn standards pursuant to detailed plans approved by VDOT, and (u') offered to be a«epted by VDOT for pubkc I. or bonded for VDOTs acceptance. The width, ( except as specified in lC above) length, location ( side median ur outside existing pavement), type of section (e.g., urban vs. rural), and geometries of all lane inqum,cmems shag be u required by VDOT design amnduds and detailed plans submitted by the Owner Willoughby Link Notice is dehvered after final site plan pp oval, but prior to issuance of the first certifi e of occupancy within the Project, the Owner shall dekve th cash contribution for the Willoughby Link to the County Aden ro ushnnce of the cost certificate ofoc r, of , ,i ... the Project roje Willoughby Link Notice is delivered after issuance of the first certificate of occupancy within the Proj «t, the Owner shall dehv. the cash contribution for the Willoughby Link 1. he County within thirty (30) days af- delivery of ehe Willoughby Link Notice. In the event that suffrientright -of -way F the Willoughby Link does no[ exist I, aumn be obtained for the County to ormumer the Willoughby Link (as determined by the County), • compliance with conditions of a SPECIAL USE PERMIT; 15, 2012. and a d b VDOT. Pprove y within five (5) years aft. issuance of the ftsteutificate of occupancy within me.Properry, the County shall -_ • approval of and compliance with a SITE PLAN; and notify the Owner of suck determination in writing, in which event the amount of the cash contribution owed • approval of a ZONING COMPLIANCE CLEARANCE. 2. Any signal improvement proffered herein shall be coordinated with, and approved m the County by the Owner Pursuant to this paragraph 4 shall be reduced to Twenty-Ftve Thousand Dollars 1 3 5 THEFOLL cTURS B, OESIGNERRFACE PPRsN F ISTURe THEEARTHS SURFACANIIE ERE INTHESTATE. (IN VIRGINIAMAAY rELAWARE ett) If you have questions or comments regarding the above -noted action, please do not hesitate to contact Rebecca Ragsdale at 296 -5832. - -. )(ANr M1,v 12,62a5a&6)(PA 12[0.3@ -eTSt (vA t2ms2 -ro"tl (aro t2ms- lrE tsouaxa) APPROVED FOR Sincerely, /// �/ Wayne Ci berg Director of nning B. Bent Creek Road Bridge. Pursuant ro road and bridge plans approved by VDOT, the Owner shall widen, or replace the existing bridge sp. ung Moore's Creek supporting Bent Creek Road print to ce of the F st rectifrcam of occupancy within tire. Property. The bridge expansion shall be sufficient m accommodate lees, two (2) through lanes for Bear Creek Road, and shall be deemed complete when the County Engines h determined that the midge is safe and convenient for traffic. by the City of Chulotte.vWe and VDOT to adrkus signal timing. 3. The Own. shall mbmit ro the City of Chulotteville enAneedng drawings, plans, and construction docu ts ("City Transportation Plans') for all road, signal and other transportation tee a laced mthisProffa Starement or shown on the A lication Plan that are locamd , . impmerat s cr p pp within the kun[s of the Ory of Chadutreville, and such improvements shall be completed as specified to ($25,000), which . wntribution shall bedeiivered to the County within thirty (30) days afar delivery of such acme and the County may elect rouse the contributed funds for the Greenway Park and the Grecnway Trail within the Property. If such cash ...sribution h not expended for the purposes dumbed in this paragraph 4 within fifteen (15) years from the date of the contribution, all unexpended funds shill be refunded m the Owner. This paragraph 4 shall be mbleu to the Cash Proffer Annusl Adjustment Tunis. CONSTRUCTION PROJECT No.: V122001 DRAWN By JLP /CBC CHECKED BY: DRH DATE: 12113113 SCALE: N/A Email CG Tex Weaver, Rebecca agstlale, Elise Hackett File C. Bent Creek Parkway From Bent Creek Road w Avon Street (Excluding the Landfill Segment). The Own. shall cause ro 6e cmntivcred a two lane (widreight- of - -way suEFirimt for fume expansion m four Innis) limited access road From the bridge's[ Bent Creek Road through m Avon Street (`Brim Leek Parkway;' me refereed ro herein as the "Parkway') he the general location shown on the Applicttion Plan Ammdmmt The Own. incends ro mnsuuct ilia Pukway ro be a "mil section" in design, without curb and gut=, and will conscout it as such if such design is approved by VDOT, and subject m a . bung granted by the County Board of Sup isms puninnt to Sections 32.7.2.8 and 4.1215(8) of [he Zoning Ordicarocc, and, if applicable, a waiver being granted by the County Board of Supe,vumrs pmsuant to Section 14- 410(1) of the Subdivision Ordinance. If either VDOT does not spprw, the Parkway u , rural section without curb and gutter, or if the County Board of Supervisor time not grant my waiver requfed For the Parkway to be , rural section without curb and gutt., then the Own. shall construct the Parkway sa an mbar cross section with curb and goner. The Parkway shag be constructed, bonded and ready .. to be mmend.d by the Albemarle County Board of Superhmos for acceptance, Into the public system, and the County Engineer shall have determined diet the roadway is safe and conveiilm, for traffic (hereinafter, omplemd') pea uance of the fit certificate of cecupmry within the Property. Once the Owner ompletu that portion sf Bmt Creek Parkway that excludes the Landfill Segment (as " Landfill Segment" is paragraphs IA and 1B herein. The City Transportation Pl.... hall be submitted within sixty (60) days after the E t site plan Ear the Property u submitted m the County. The Own. shall diligently pursue approvalot the City Transportation Plans with the City. If the City does not provide a list of conditions for approval of all the City y tucsportation Plans within six (6) mouths after the first final sire Plan foe the Property s approved by the Comry,or if tice Ciry does cut approve Gty Tnnpmrtatimn Plana that meet all of the City's conditions of approval within six (6) months afrer submittal by Owner of City Transportation Plans that meet all such condrtaom, than the Owner shall not be required by this Proffe, Statement ro comtma any improvements for which approvals have not been obtained. m the event that the City acquires right-of-way in the City for such improvements, the Owner shall xdmbmse the City for its costs in acquiring the land. G. Transit Stop; Park and Ride Loc The Oemer.hall provide a paved parking area on he Property, consisting of rim less than twelve (12) spaces either. (i) within the sues labeled "Poteorial Area for Fornre Park and Ride Lot" on sheet 2 of the Application Plan Amendment, or (ii) in conjunction with the mactuction of a parking area for mother use, (e.g. a grocery stare), for temporary ... by commure,s cc. rig transit, tied, or carpool. (the'Pazk and Ride Lot') The Park and Ride Lot shall include a transit stop Construction of the Park and Ride Lot by the Owner shall o «m m conjmction with the construction ,p,cce pp'eatimn 5. Tree Conservation Areas. Within me areas depicted on the A L Plan as Conservation Areas, no land disturbing activitiu shall Ostia except in accordmce with But Management Practices, as defined b the V' De amnent of Forestry. Ov the Application Plan, Conservation At- ➢ 'orpor P na PP ,e generally depicted, and incorporate approzng wit ro 12 meal etas, with approximately 7 a «es lying ,id a the Landfill Area and approxmutdy 5 acres lying widhm the area of the Landfill Area. In order ro provide an allowance for arras necessary for conuredng stream mitigation and orb= envhonmental and cmaen,stim, roa compliance with this proffer req t the Own c d rsg set aside and an... no, less than 11 acres for Conservations Areas, including not less than 6.5 acres on ,he portion of the Property, lying monde the Landfill Area, and not less than 4.5 arms withi, the area of the Landfill Area. For the purposes of this proffer, the Landfill Area is considered m -.ad.. Tax Map Parcel 07700- 00- 04D011E0, which contains 21.165 rural arrest (the "Landfill Area'). Management of Conservation Are,. on the Property for any mhu purpose not involving land disturbing utivices, including wildlife habitat improvement, shall be In a =,it with a forest stewardship plan approved by the County Directur of Commurity Dwelopment. Beat Management Practices, as defined by the Virginia Department of Forerry, shall be used to commul emsm. and protect wate, quality during any forest activity. The primary objective of the forest stewardship plan shall be to (a) marnnm the health of the Comervation Areas, (b) maintain s scenic, urban forest and (c) CAD I.D.: SD6 PROJECT. FINAL al "LL FIN A T SITE PLAN FOR e ryvir rr STREET .7 1 H f[�J�E STATION ;�7"l�/��,5 A�7�a V Y 1Li�31WlllT1TI S defined in paragraph ID),'and within sixty (60) days after the written request of the County, the Owner shall dedicate such portion of the Parkway as a public road The Board of Superviors' urrprmce of this Proffer and dedication of the adjacent Bent Creek Parkway section or, if the Park and Ride Lots constructed within a parking area for another one (e.g., a grocery ure), then the Park and Ride Lot shag be cons-cued in conserve soil and water, LOCATION OF SITE Statement shall not confer any approval ofspecul use permits for my construction of the Parkway or other pro emenn within the foodplain, if necessary, the approval of such permit shall be reserved by he Board of Supervisor. - -- - -D. -Sant Greek Pa,kwa•LandfUS ,That d-.fine Pazkwa d ttrmsecisthe n �M Pot Y con junction with such use. The transit stop and Park and Ride Lot shall be designed and commrcted in coordination wide, and epp=,A by the County Director of Community Development and Chadutresville Area Transit ("CAT) w Regional Thrut Arithosity (if m place) and shall incorporate a shelter, including a rest bench, pedestrian access, and sip ge consistent with other, similar CAT facilities. 6, T:uttn .e ,r•�a•.,t•, The Own. shall -use buildings within the Project mbe deigned to be cared mine. of Cer fled' under the LEED Green, Budding Rating System or combination oFLEED Green Building Rating System chat is coos, applicable to the particular bmidmg(s) at he door of application, m x« f the evolution of such LEED rating systems, which may mdude, among others, the LEED RatingByatemfocCore, 45hellDevelopment, Venion20,J n1y2DO6nrtBeLEEDRadngsy .mmfnrRetaa: Ong Systo NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL foemu City of ChulonuvUle Landfill on tax map parce107700- 00- 00-0011E0 (me "Landfill Segment') shag be designed, connuaed and malntsi rd ar follows: 1 Star. of La dfll Segmenr The precise length of the Landfill Segment shall be detemmned by to pass arm submitted as part of the Landfill Work Plan (as "Luidift0 Work Plan" u defined in Paragraph B f.,go), The Landfill Segment shall be a pnvam sheet that is privately maintained, bur hall be subject m a "public ace- esemenr" creating a perpetual right-,f-passage over the Landfill Segment for the benefit of the public. The fit final site plan F the Property shag a tice Landfill Segment, including penmen and bicycle,«oislmoduicas and the dedication of related drainage, slope and., fty easements, for fume dedication m die County a, he County. request and in the County's sole discretion. If the Cmunty mquess dedication and the public righ -f -wil not dedicated by subdivision plat, the Oum. shall be responsible for the cos[ of q and preparing the deed to convey the public right -of -way to the County 2. Deal ew The Landfill Segment shall have. the same design as that approved by VDOT f« the segment of Bent Creek Parkway from Fifth Street Extended to the Landfill squieci subject to my additional design requiremects of the Virginia Department of Envimmormil Quality ("DEQ) as set fob in the Landfill Woric Plan. The Owner shall mbn it the road plus for the Landfill Segment to the Comty 2. Gaenw,v Drdmation. The Owou shill dedicate in fee simple to the County (or at the County's option, convey an easement m the County ova) the area shown on the Application Plan Amendment a "Gremway T.0 Improvements" (the "Gounway Trail Land'), to parzvt the mntmction by the County of a Gmmway Trail through the Property in the location abeam u "Cm-way Trail Improvements' on the Application Plan Ammdmmt (the "Gremway Tesil'). Such dedication shag occur after final site plan approval and after receipt of, written request from the County for such dedication (the "Dedication Request Nonce') If the Dedication Request Notice s deliweed after final site plan approval, the dedication shall be ompl.ted within air (6) months after delivery of the Dedication Request Notice. If the Dedication Bequest Notice is deivered prior to final site plan approval, the dedication shall be completed within six (6) monde after that site plan approval, The Greenway Trail world be constucted to I. tice Class A nail drE lion as contained in the County's Greenway Plan. In the event that aufftient right-of -way exists oc can be obtained by others, the Owner shall pemmt construction by the County of an extension, of the Gremway Trail for the County Greenway System beyond the Property line w Interstate 64, along Biumt Run, in the um shown as "Fi mre G,eenway Trail Ummaion" o, the Application Plan Amendment The Greenway Trail Land shall be dedicated by subdivision plat, and the Own. .hall be responsible for the met of. survey and preparing the deed to convey the Greenway Trail Land m the County. 3 Dedication far Gre,il Pack: Cash C vtriboti..n far C Trail- GeeemW Park and New Comru sion and Major Renovations, Pilot Version, July 2008, or the then - applicable vusior of such LEED Rating System, w some combination thereof (the "LEED Compliant Space'). Prior, to issuance of the building permit for my proposed LEED Compliant Commercial Space, the Owner shall provide to the Comty's Director of Community Development a cewficuion from a LEED certified architect that inch span:, if iunsumud in accordance with the building plans, is designed to achieve the minimum °'Certified" rang provided in this paragraph 6 Before be Owner requests a cemficate of occupancy for any budding for which a L E E D certified archicra tendered such a cemficate; the Owner shall . bmit ro rice County's Duecror of Communi ty Development a written smtement From the architect that the building.ws bb to the plans on which the opinion was based. T M Creek Emsion and 13,11st P ' ts. The Owner shag complete the erosion and buffer pmjecs for Moore's Creek, above Biscuit Run in the areas depicted on the map attached es aE fi jt &. and also in the areas within t,, Property on the City aide of Moo,e's Creek (the "Erosion and Buffer Projects'). Ezbibii B originally appeared u an Exhibit m the Couchy's Storinw nst Action Lists Report for Smrmwater Master Plan, prepared by CH2MHill, dated January, 2004. The Erosion and Buffer Projects shall indude but not be limited to stream back restoration and scram channel stabilization in general conformity with Th, ViWa Sin Rureurisx aedSreinh{an,n BerrMaiwg -sal Amara G d, published by the Vmgnu ALBEMARLE COUNTY, VA B O H L E R E N G I N E E R I N G 28 BLACKW ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 4500 F. (540) 349 -0321 1 1, www.BohlerEngineering.com aITH Op �. Engineer for review and approval, along with copies of all design requirements and imposed by DEQ in in - approval of the Landfill Work Plan. Depart of Conservation and Reuumon in 2004 m any subsequent updates ca The Erosion and Huff Projects also shall include but not be loused in the 11 -11-cm F riparian plan ings in genetd 'p Dike /Pedestrian Mast,, Plan Within the general area depicted on the Apple . Plan Amendme r. as 3. Contmetion and method of ton urd, :'Ihe Landfill Segment shill be constructed "Passive Open Space and Trailhud Pink," the Owner shall, within six (6) months sder receipt of he Dedication Requet Nouce, dedicate in fee simple to the County (or at the County's option, an easement to conformity with the fuse, as, BI,, Msd/fusd a aidMraganue Gaddy M ...1 prepared by the Vagiiue Chesapeake Bay Local Assistance Deparment in September 2003 or any mbsegorm updates or revision. GI� DANIEL R. HINES 7 in rmal ce with the road plena mbriiaed by the Owner and -pp r= by the County Engineer. The Owou shall obtain approval of the method of construction of the Landfill Segment from DEQ as an dement 2 the County), for Greenway Park, . include he me- valley auras along Mome's Creek, for use by the public fc, hiking, bicycling, picniedng and other passive recreati onal use (,he "Greenway Pack'). At leas, frvc 4 The Erosion and Buffer Projects'scope shall be subject to all applicable federal and state and local approvals, including the requirements set forth in the final DEQ Landfill Work Plan. The schedule and scope of the 6 LIC. NO, 043176 sS 10/30/14 f0ill SHEETTITLE: APPROVED PROFFERS SHEET NUMBER. aroiEtT 210 _Mcs nFra nEnamar n wan. ��\ SDP 2013 - 00012 i A �1 • �� Erosion and Buffer Projects shall be suborned and approved etith the first final site plan wirhm the Property and shall be completed ,xnrhm three (3) years Erom the date of the approval of the fast final site plan untl»n Road o[ Avon Street enaan <ea to the Project, or to the interior developed area of the Project) Such cash conmbuaon may dao be used t d, the formanom capitaltzamn and operation of v regi onal auivt -- � �,; the Ptuperty. authority whose smite azev include the Property. If such cash contribution is not expended for the in 12 fi from the date all ( 1 ° (' ",,,,,o„ ,•,,, I � �li 2 f aava� teases � �Il' I it a • Work P] f E t I O The Owner purposes described iris paagaph within e (5} years of such contribution, This be Cash Proffer t l �' �, no veal I, ♦ i 8. Landfill Are Dm t al'ty. shag have obtained DEQ approval of a work plan (the "L.ndFig Work Plen'7 addressing the unplicamns of the Creek Parkway, unerpanded funds shall be refunded to the Owner. paragraph 12 shall Subject to the Annual Adjustmrnt Tetuss. 1 l I, i r - Owner's c wcting any portion of the Sent and any proposed project improvements on the Property implicating the Landfill Area prior to p,,h ninary site plan approval, prehvvbary, subdivision plat 13. Arch't [ vl C ' to cy. Buiklimgs within the Project shall have s wv,utent arelttamml approval, or the approval ofany grading plan involving disturbance of the landfill Area The Landfill Work Plan shall be prepared by an eu— nmental consulting f and shall contain the foll —i.g. rhevne. I t t + f u� -'1 • ��•yy sir A. A discussion of the geology, aite history, and generalized Subsurface autography of the ` I landfill site, cased upon a sysremanc ,roily m mdude field obsetvanons, and if ry, elecnomagnen< de-.,i lateral deposits Property. (REMAINDER OF PAGE I:EPf INTENTIONALLY BLANK; SIGNATURE PAGES TO FOLLOW.] I 'Ij 4 U w induction CEM) Survey ro a the t of—. on th a ( .} J ,! � � 1 "� �Is k � W a, w r O B. A plan to a bib and cover, DEQ twfiaction y area f exposed waste on the Property discovered during the eystemvnc Study referenced I. paragraph BA This plan shall mdude a ; _ i - a ," O g < U a m of two (2) feet of clean fill or stun e ell ,posed. te, except where DEQ finds that bener DEQ fwd, disturbing _ el unve pr ^dual or methods provide an equal or covea, or that this am to L.blih onver would mate ad&ti ..I and undaoable envi omnentd risks Where DEQ finds these to be sera s of additional and undesirable emvironnuoul risk, the Owner Shull consult with the Director of Coro unity Deveiponent and DEQ on preferred opnona that assure rnvtronmenral safety and arability oC {{ t" `F a g�g the landfill while tninunizusg any public nwsance f tiro the exposed waste, mth DEQ having the sale authority m detemime approprute measures for these areas + l t t ! t �, f" € p > g '..s — € C A plan that addresses the construction techniques to be employed w allow construction of /'/ i Bent Creek Parkway and any related unproy ®mu mer the waatt deposits coda n the LanaEU Am. Y REVISIONS REV DATE COMMENT BY D. The Owner shall diligently For— DEQ'. approval of the Landfill Work Plan. Unless DEC F �l requires orb S the components of the Landfill Woric Plan referenced above may be submitted to DEQ a. OR I w f ' [' i � L PER COUNTY td c it in d document The County hall be provided with f b th m submitted and Sheen y bas Pr^°" ^PY .I ` Y riT I, ✓!, 1 5/15114 COMMENTS DRH the approved Landfill Work Plan together unth all backup data submitted g DEQ approval f the Landfill � k'' . 2 6/19114 FOR APPROVAL DRH Work Plav, dri n of approval f the a., preliminary site plan. The work described ithi. the Landfill Work Pfn shall be Substantially ompl red by the Owner prior m the ce of any budding p,nmt for constructing building p eon on 11 Property, rte e—fi rued by DEQ d the County Engineer, i 1 1 t t f f d ' . • { � - \ll I j 1 .I`It 73 8 3 8114114 F OR APPROVAL DRH and shall be 1 d s the Property. I" addmon, p p ce of the first certificate of occupancy ] I: t tt I 8/21/14 PER COUNTY that t the Owner hull p d ... tificaa n firm a Lceosed grotechmcal Egineer that the work —du the Landfill Prehmtvasy b issued [ yg.^ _ - - "$', I i COMMENTS DRH 6 10/01n4 PER COUNTY COMMENTS DRH Work Plan complete site plan approval and grading pennies may pending completion of the work described wihn the.Isndfill Work Plan - l S• y Na t I ( )�- 1i l�,i }} ftl. 6 10/30/14 FOR APPROVAL DRH 9 Cultural Reeoumee. Perot to wmmencin land dutwbance f f the area included m g uryo .3 11 I *' .. t1 1 iY }'s 'S`° lkl the ter a Willoughby conswn Site, d depicted on the attached ty, It hu,IL' C (the Phase I Scope Survey C'P, the Owing shad oust m be completed and eupphed w the County, a Phase I Fin t Resource, Survey ( "Phase I Sueven for any areas within the Phase I Scope Area m be din rbed. The Phase I Survey shall be conduc[edpursuant to the Nan ... I Historie Pres —ion Act of 1966, as amended, the Archaeological and Historic Preservation Act of 1974, and Erecrtive Order 11593. The consultant conducting the Phase I Survey ag meet the fes,i...I hficanon standards of the D t of tie Intenor 48 Fed Rog. ye pro qua Ph—IS fieldwork Phase I Surety 44,738 44,739). The archaeological component of the shall conform to the q-lifieatiuus specified by the SsPvAgy af4be fnten -: Stanch rdr andGmde6auforAm,5,a4syaadHutan, Pmmeyoreon a La-_ I. - } -i `��' 1 w€ p1pl99E9$}tf �,l�a c>y + -.`, ,y, !'•' i c (48 Fed. Reg 44,716 44,742 (1983)), and by th Virginia Department of FhsroncResources in its publication enuded Gndr6ner ForCondaneag GYllamlRuoYme Sarvry 7al <'rgrnia. Ad6'hoaa1 Gwid nfartbe7arylemenmban oftbe `, I t I l yy u 6e, 1gg133jigp qt i �f } Federal Standardr EnatleJAmhueology aiidHnrom. Pruervatioa. Sesmfary ofrhe Inkmor Srandordr and GaudeGner (48 0 7 9 , z'(( FF•I :I— I TIRcATON Y "UAVATONS DESIGNERS, oNAR PER,ON PREPARING To ETU(IN VIRGINIA N1ARYlPND, AN THE 'TA THE SURFACE �sLJ20w fs'/v 11DD24 -4S) (PA Ta6t1 55 - rooh)(MD 1- -2b] -]In (DE 1100.282 ) APPROVED FOR CO N STR U CT I ON FR 44742, September 29,1983), 1999, rev. 2000. In the event that any human remains aze encountered in the T N PROJECT No.'. e of conducting any Phase I Survey, no land disturbance shall proceed prior to delivery of evidence to WITNESS the following .ignatum,: tie County that .11 applicable regulations regarding the dtsurbance or removal of sash remains have been �! 4) V122001 complied unth, or that avoidan be achieved The Phase I Survey c,m.1t had Coll federal and X s- K DRAWN JLweBc star guidelines and legulanon d cnng the Phase I Survey m making re d n regarding any Porenn.1 Resource Site's eligibility f omina im m the National Register of His Pia (NRHP) All NEW ERA PROPERTIES, LLC V limited lie a ngime bljtty company 'L 1U DATE BV: DRH DATE: 12113/13 amfa te erased in the coo f d associated recoed, will be carat d .din to the c Be^ n'^" S in Carorion afFederely Omned arcdAd 'auremdAmhaeohgeml CalGrnou (3G 4F.A: § 74) SCALE: NIA trio LD.. sos regluremrnts apenfied and V4.I. Pryatmnent offlino,* Ruonemr Stare Cnramn S xdaP r By River Bend Management, Inc �+ © 10. Erosion and Sediment Control and Stoemwater Oualily Manages e Vug/ orp// ro Manager B _ PROJECT: FINAL SITE y A. Erosion and Sediment Control The Owner shag, to the maximum exxnt pun ticable as nisi Cores Capshew, President q 16 PLAN determined by the County's Program Authority, provide additional erosion and sediment conanls w achieve Date: I�` - a sediment removal rate of eighty paten[ (8(%) for the Property. (As a refarne , currant regulatory strucmra] meaame. achieve a sixty pacmt (60 %)optimal removal rote.) _. B. Smrmwater Ouality Mamagement. The Owner. shag construct a stormwater quality AVON HOLDINGS, LLC T�7 cFOOR7"y 5TH H e,7 1 1 EET management facility m the general ateashown .s'5WM /BhO Pond Facility" ov sheet 2 of th Application ¢ Virginia limited livbdity company Plan Amendco— (near the southeastcomel of Block A), to capture and Wier the water runoff d daamage A �1fT YET STL'��JL ®1'N from an off sire area that is equal m at least twenty percent (201 /o) of the land area of the Property, in By: River Bend Management, Inc, omphance with the Water Protection Ordinance (Albemark County Cc& $17-100 er seq), prior to such a Viig oorpawrion, ill Manage ; $yL /-x A ,If A NS W Y i'.141VllCa1'm warn being discharged into Moore', Creek (- ¢9 BY. LOCATION OF SITE C Intention Onnined (superseded b the Sector 17 -207 of the County Water guy ( :uP� Y ty Conm Capsh,w, Pmaidmr NORTH OF I -64 BETWEEN Proceaivv Ordwancc) / Date g/64 5TH STREET AND D. RaratallH�,ang and RUOfte,igg. The Ownerah aumeDeporuson.1aharvesting AVON STREET EXTENDED ova ("Rainfall Harvesting") into the -Aid Property. Ra ufall Harvesting measures may include but SCOTTSVILLE MAGISTERIAL .sn.a altanawe, for parking and drive We,, and d.tern.. Rainfall rd not be Souredm itnpervi d Harvestmgshall be submitted as part of, and most be compariblewith the Best Management Practices ALBEMARLE COUNTY, VA owed and approved by the County's Program Authority in satisfying paragraph 10B above, The Owner's proposed use of Rainfall Harvesting shag be submitted xv put of each preliminary site plan for the Property, unless the Owner elects in in disaenon m submit a curprhersive Rainfall Harvesting plan anti the fort prefinuneiy sne plan for the Property. Final Rsmfall Harvesting design and engineering documentation shall B O H L E R be submitud wth eachh Eral site plan and with the building plans for the Property (unless the Owner has E N G I N E E R I N G elected m submit a comprehensive Rainfall Harvesting plan with the first preliminary site plan for the Property, in which case the final comprehensive Rainfall Harve,tng design and engineering documentation 28 BLAC KW ELL PARK LANE, SUITE 201 shall be submitted with the first fin,] site plan and building plans for the Property). In addition, the roof of WARRENTON, VIRGINIA 20186 all buildings widunthe Project shag utilize rnergy efficient roofing materials with a high insulation value Phone. (540)G'N'A0 Qnsulation value of at least R -19). In additioq the Owner shall select a roof material in an earth -nine color`- Fax (540) 349 -0321 tut satisEes the Monticello viewahed guidegneSas determined by th<ThomasJeffeuon Foundation. Prior mivai wore 1 www.BohlerEngineering.com to final site plan approval the Own« shag provide av itten documentation to the County Director of Community Development chat the Thomas Jefferson Foundation has approved the proposed roof material � color for the buildings within the Property . € LTH 11. o Transit Fmnd•Omitted 12. Transit Pundme Pnor w the issuance of the first certificate of occupaney within the Project, LA Owna'sh,11 connfb —cash m the County of to its designm (which may includ ... egional ton ant V DANIEL R. HINES D authority) in the amount of One Hundred Thousand Dollars (3100,000) m be used for capital and /or operating expenses related to the extension of public nansh service to the Property (either to the Bent Creek ® "p Loa ND. 043176 10/30/14 3 8 S�ONA1- SHEETTITLE: APPROVED PROFFERS SHEET NUMBER: 21B 111�E�MMOP�ECON�lQ�l��UTIIDUMWSMD�EUFI�NSA�W "1 11 1 \ SDP 2013 - 00012 WRI-6 THE AR J �\� 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 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL RFGULATIONS AND CODFS. PROFFER ANALYSIS REV DATE 1. ROAD IMPROVEMENTS 4. CASH CONTRIBUTION FOR PEDESTRIAN LINK TO WILLOUGHBY SUBDIVISION A. BENT CREEK ROAD AND FIFTH STREET INTERSECTION PER COUNTY COMMENTS THE OWNER WILL MAKE A CASH CONTRIBUTION TO THE COUNTY IN THE AMOUNT OF A ROAD IMPROVEMENT PLAN HAS BEEN PREPARED FOR THE BENT CREEK ROAD J Q *0 $100,000 FOR THE CONSTRUCTION BY THE COUNTY OF A PEDESTRIAN PATH OR TRAIL AND FIFTH STREET INTERSECTION IMPROVEMENTS AND SUBMITTED FOR REVIEW TO 3 CONNECTING THE PROPERTY TO THE WILLOUGHBY SUBDIVISION. IF THIS NOTICE IS THE CITY OF CHARLOTTESVILLE. THE REQUIRED SIGNAL AND LANE IMPROVEMENTS mQZ�g >UDa REQUESTED AFTER FINAL SITE PLAN APPROVAL BUT PRIOR TO THE ISSUANCE OF THE AT THE INTERSECTION WILL BE CONSTRUCTED PRIOR TO THE ISSUANCE OF PER COUNTY COMMENTS FIRST CERTIFICATE OF OCCUPANCY, THE CONTRIBUTION WILL BE PAID BY THE OWNER APPROVAL OF THE FIRST CERTIFICATE OF OCCUPANCY FOR THE PROPERTY. �2 �zZZgW O w U PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. DRH 6 IF THE NOTICE IS DELIVERED AFTER ISSUANCE OF THE FIRST CERTIFICATE OF B. BENT CREEK ROAD BRIDGE LLj : ��w��a OCCUPANCY WITHIN THE PROJECT, THE CONTRIBUTION WILL BE PAID BY THE OWNER THE BRIDGE CROSSING FOR BENT CREEK ROAD OVER MOORE'S CREEK HAS BEEN H WITHIN 30 DAYS AFTER DELIVERY OF THE NOTICE. IF SUFFICIENT RIGHT -OF -WAY EVALUATED. IT HAS BEEN DETERMINED THAT THE ABUTMENT ON THE EAST SIDE OF oou)QO= '�; DOESN'T EXIST OR CANNOT BE OBTAINED TO CONSTRUCT THE WILLOUGHBY LINK THE STREAM WILL REQUIRE REPLACEMENT. AS SUCH, ANEW ABUTMENT WILL BE WITHIN FIVE YEARS AFTER ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY CONSTRUCTED APPROXIMATELY 15' BEHIND THE CURRENT ABUTMENT AND THE m If u) LL o_ WITHIN THE PROPERTY, THE COUNTY WILL NOTIFY THE OWNER OF SUCH EXISTING SHALL BE REMOVED. THE ABUTMENT ON THE WEST SIDE OF THE CREEK DETERMINATION IN WRITING, IN WHICH EVENT THE OWNER WILL PAY A $25,000 SHALL BE WIDENED TO ACCOMMODATE THE NECESSARY ADDITIONAL LANES AND CONTRIBUTION WITHIN 30 DAYS OF THE NOTICE. SHARED USE PATH. ALONG WITH THESE IMPROVEMENTS, THE BRIDGE DECKING E W AND BEAMS SHALL BE REPLACED. CURRENTLY PLANS ARE BEING PREPARED WHICH IDENTIFY THE REQUIRED IMPROVEMENTS. THOSE PLANS WILL BE 5. TREE CONSERVATION AREAS SUBMITTED FOR REVIEW AND APPROVAL. PLEASE REFER TO THE LANDSCAPE PLAN SHEETS WHICH SHOWS THE 12 ACRES TO BE C. BENT CREEK PARKWAY FROM BENT CREEK ROAD TO AVON STREET (EXCLUDING SAVED WITH MORE THAN 7 ACRES ON THE DEVELOPMENT PROPERTY AND MORE THAN THE LANDFILL SEGMENT) 5 ACRES WITHIN THE LANDFILL AREA. A FOREST STEWARDSHIP PLAN WILL BE A SEPARATE ROAD IMPROVEMENT PLAN HAS BEEN SUBMITTED WHICH PROPOSES 0 2i IL PREPARED AND SUBMITTED FOR APPROVAL BY THE COUNTY DIRECTOR OF BENT CREEK PARKWAY AS A TWO -LANE ROAD WITH TURN LANES FROM BENT COMMUNITY DEVELOPMENT FOR MANAGEMENT OF CONSERVATION AREAS ON THE CREEK ROAD TO AVON STREET WITHIN A 77 FOOT RIGHT -OF WAY / RIGHT -OF -WAY oz0Zj m }z0 � PROPERTY. RESERVATION. THIS AREA IS SUFFICIENT FOR A FUTURE EXPANSION TO z FOUR - LANES. CURB AND GUTTER IS PROPOSED FOR THE ENTIRETY OF THE ROAD. Q0_w BENT CREEK PARKWAY WILL BE CONSTRUCTED, BONDED, AND READY TO BE 6. LEED STANDARDS RECOMMENDED FOR ACCEPTANCE INTO THE PUBLIC ROADWAY SYSTEM, AND IT o=w WILL BE DETERMINED THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC ARCHITECTURE WILL BE DESIGNED TO BE RATED A MINIMUM OF CERTIFIED UNDER THE PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE o m UJ QO'UU LEED GREEN BUILDING RATING SYSTEM OR A COMBINATION OF LEED GREEN BUILDING PROPERTY. ONCE THIS IS DONE AND WITHIN 60 DAYS AFTER THE WRITTEN REQUEST RATING SYSTEMS THAT IS MOST APPLICABLE TO THE PARTICULAR BUILDINGS AT THE FROM THE COUNTY, THE OWNER WILL DEDICATE THIS PORTION OF BENT CREEK TIME OF THE APPLICATION. PRIOR TO ISSUANCE OF THE BUILDING PERMIT FOR ANY PARKWAY AS A PUBLIC ROAD INTO THE VDOT MAINTENANCE SYSTEM. THIS PORTION PROPOSED LEED COMPLIANT COMMERCIAL SPACE, THE OWNER WILL PROVIDE A OF BENT CREEK PARKWAY WILL BE OFFSET TO THE DEVELOPMENT SIDE OF THE CERTIFICATE FROM A LEED CERTIFIED ARCHITECT THAT SUCH SPACE IS DESIGNED TO PROPERTY FROM THE CENTERLINE OF THE RIGHT -OF -WAY. z ACHIEVE A MINIMUM "CERTIFIED" RATING. THE OWNER WILL ALSO SUBMIT A WRITTEN STATEMENT FROM THE ARCHITECT THAT THE BUILDING WAS BUILT TO THE PLANS AS WHICH THE OPINION WAS BASED. D. BENT CREEK PARKWAY; LANDFILL SEGMENT w 1. STATUS OF LANDFILL SEGMENT 7. MOORE'S CREEK EROSION AND BUFFER PROJECTS THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT IS w Z PROPOSED A SEPARATE ROAD IMPROVEMENT PLAN. IT IS AGREED THAT THE THE OWNER WILL COMPLETE THE EROSION AND BUFFER PROJECTS FOR MOORE'S PORTION ACROSS THE LANDFILL WILL BE PRIVATELY MAINTAINED. A z CREEK IN THE AREAS DEPICTED ON THE MAP AS SHOWN WITH EXHIBIT B AND ALSO IN RIGHT -OF -WAY RESERVATION AREA HAS BEEN SHOWN FOR THIS STRETCH OF THE AREAS WITHIN THE PROPERTY ON THE CITY'S SIDE OF MOOR1=EEK. THE ROADWAY. THE EASEMENTS WILL BE RESERVED ACROSS THE LANDFILL SCHEDULE AND SCOPE OF THE EROSION AND BUFFER PROJECTS WILL BE SUBMITTED SEGMENT FOR FUTURE DEDICATION TO THE COUNTY AT THE COUNTY'S AND APPROVED WITH THE FIRST FINAL SITE PLAN WITHIN THE PROPERTY AND WILL BE REQUEST AND IN THE COUNTY'S SOLE DISCRETION. COMPLETED WITHIN THREE (3) YEARS FROM THE DATE OF THE APPROVAL FROM THE u FIRST FINAL SITE PLAN WITHIN THE PROPERTY. 2. DESIGN `( BENT CREEK PARKWAY ON THE LANDFILL SEGMENT HAS THE SAME PROPOSED RIGHT -OF -WAY WIDTH OF 77 FEET AS THE DEVELOPMENT PARCEL. THIS 8. LANDFILL AREA; WORK PLAN; DEPARTMENT OF ENVIRONMENTAL QUALITY PORTION OF THE ROAD WILL BE CENTERED WITHIN THE RIGHT -OF -WAY. THE OWNER HAS OBTAINED DEQ APPROVAL OF A WORK PLAN FOR THE DISTURBANCE 3. CONSTRUCTION AND METHOD OF CONSTRUCTION U OF THE LANDFILL AREA. THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT IS w PROPOSED TO BE TOTALLY IN FILL SO NO CUT IS ANTICIPATED ON THIS A. THE LANDFILL WORK PLAN INCLUDED A DISCUSSION OF THE ITEMS MENTIONED IN SEGMENT WHICH COULD CHANGE THE EXISTING LANDFILL. THE OWNER WILL THIS PROFFER. OBTAIN APPROVAL OF THE METHOD OF CONSTRUCTION FOR THIS PORTION OF BENT CREEK PARKWAY FROM DEQ AS AN ELEMENT OF THE APPROVED B. THE LANDFILL WORK PLAN INCLUDED A PLAN TO STABILIZE AND COVER ANY LANDFILL WORK PLAN PRIOR TO APPROVAL OF THE ROAD IMPROVEMENT PLAN. EXPOSED WASTE ON THE PROPERTY DISCUSSED DURING THE SYSTEMATIC STUDY REFERENCED IN PARAGRAPH 8A. 4. MAINTENANCE THE OWNER WILL COORDINATE WITH THE COUNTY DIRECTOR OF COMMUNITY C. THE LANDFILL WORK PLAN INCLUDED A PLAN THAT ADDRESSES THE DEVELOPMENT AND COUNTY ATTORNEY TO OBTAIN APPROVAL OF A CONSTRUCTION TECHNIQUES TO BE EMPLOYED TO ALLOW CONSTRUCTION OF RECORDABLE INSTRUMENT PROVIDING FOR THE PERPETUAL MAINTENANCE BY BENT CREEK PARKWAY AND ANY RELATED IMPROVEMENTS OVER THE WASTE THE OWNER OF THE LANDFILL SEGMENT OF BENT CREEK PARKWAY, SUBJECT DEPOSITS. TO THE DEDICATION AND ACCEPTANCE OF THE LANDFILL SEGMENT AS PUBLIC RIGHT -OF -WAY. THIS MAINTENANCE INSTRUMENT WILL BE IN A FORM AND BE D. THE OWNER HAS OBTAINED DEQ'S APPROVAL OF THE LANDFILL WORK PLAN AND OF A SUBSTANCE THAT IS APPROVED BY THE DIRECTOR OF COMMUNITY HAS PROVIDED THE COUNTY A COPY OF THE APPROVED LANDFILL WORK PLAN DEVELOPMENT AND BY THE COUNTY ATTORNEY. WITH ALL BACKUP DATA. THE WORK DESCRIBED WITHIN THE LANDFILL WORK PLAN IS ONGOING AND WILL BE SUBSTANTIALLY COMPLETED BY THE OWNER PRIOR TO 5. COMPLETION THE ISSUANCE OF ANY BUILDING PERMIT FOR CONSTRUCTING BUILDING THE PORTION OF BENT CREEK PARKWAY ON THE LANDFILL SEGMENT WILL BE IMPROVEMENTS ON THE PROPERTY AND SHALL BE COMPLETED PRIOR TO CONSTRUCTED AND BONDED AND THE COUNTY ENGINEER WILL DETERMINE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY. THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC PRIOR TO THE THE OWNER WILL ALSO PROVIDE A CERTIFICATION FROM A LICENSED ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE FIRST BUILDING WITHIN GEOTECHNICAL ENGINEER THAT THE WORK UNDER THE LANDFILL WORK PLAN IS THE PROPERTY. COMPLETE. 6. REMEDIATION AND REOPENING IN THE EVENT OF CLOSURE ACKNOWLEDGED, THE OWNER SHALL COMPLY WITH THIS PROFFER IN THE EVENT OF ROADWAY CLOSURE OVER THE LANDFILL. 7. COUNTY'S ACCEPTANCE NOTED, THE COUNTY'S ACCEPTANCE OF THIS PROFFER STATEMENT DOES NOT CONFER ANY APPROVAL OF SPECIAL USE PERMITS. E. AVON STREET IMPROVEMENTS THE OWNER WILL DEDICATE THE NECESSARY PUBLIC RIGHT -OF -WAY THAT IS SHOWN ON THE ROAD IMPROVEMENT PLAN, AND CONSTRUCT A RIGHT TURN LANE ON AVON STREET SOUTHBOUND FROM THE NORTHERN BOUNDARY OF THE PROPERTY TO THE INTERSECTION OF AVON STREET AND BENT CREEK PARKWAY. A LEFT TURN LANE AND SIGNAL IMPROVEMENTS ARE PROPOSED AT THE INTERSECTION OF AVON STREET AND BENT CREEK PARKWAY. SIGNAL AND LEFT TURN LANE WARRANTS SHALL BE PROVIDED TO VDOT FOR THIS INTERSECTION. THESE IMPROVEMENTS WILL BE CONSTRUCTED, BONDED, READY FOR RECOMMENDATION FOR ACCEPTANCE INTO THE PUBLIC SYSTEM, AND DETERMINED THAT THE ROADWAY IS SAFE AND CONVENIENT FOR TRAFFIC AS A CONDITION OF ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROPERTY. F. TRANSPORTATION PROFFERS COMPLIANCE 1. THE IMPROVEMENTS TO BENT CREEK ROAD BRIDGE, THE PORTION OF BENT CREEK PARKWAY FROM BENT CREEK ROAD TO THE LANDFILL SEGMENT, AND THE AVON STREET IMPROVEMENTS ARE DESIGNED TO VDOT STANDARDS. THESE IMPROVEMENTS WILL ULTIMATELY BE APPROVED BY VDOT AND ACCEPTED INTO THE PUBLIC SYSTEM. VDOT HAS CONFIRMED THAT THIS APPLICATION CAN USE THE GEOMETRIC DESIGN STANDARDS FOR URBAN COLLECTOR STREET SYSTEM (GS -7). 2. ALL WARRANTED SIGNAL IMPROVEMENTS WILL BE COORDINATED WITH AND APPROVED BY THE CITY OF CHARLOTTESVILLE AND VDOT TO ADDRESS SIGNAL TIMING. 3. ROAD IMPROVEMENT PLANS HAVE BEEN SUBMITTED TO THE CITY OF CHARLOTTESVILLE FOR ALL TRANSPORTATION AND INFRASTRUCTURE IMPROVEMENTS, SPECIFICALLY TO THE FIFTH STREET AND BENT CREEK ROAD INTERSECTION THAT ARE WITHIN THE LIMITS OF THE CITY OF CHARLOTTESVILLE. APPROVAL OF THESE PLANS ARE BEING DILIGENTLY PURSUED. G. TRANSIT STOP; PARK AND RIDE LOT THE PARK AND RIDE AREA IS SHOWN ON THE ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY. THE OWNER IS PLANNING TO PROVIDE A PAVED PARKING AREA CONTAINING 12 PARKING SPACES NEAR THE AVON STREET INTERSECTION. THE PARK AND RIDE LOT ALSO INCLUDES A TRANSIT STOP. THE TRANSIT STOP AND PARK AND RIDE LOT WILL BE REVIEWED, APPROVED, AND CONSTRUCTED IN COORDINATION WITH THE COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT AND CHARLOTTESVILLE AREA TRANSIT OR REGIONAL TRANSIT AUTHORITY AND WILL INCORPORATE A SHELTER INCLUDING A REST BENCH, PEDESTRIAN ACCESS, AND SIGNAGE CONSISTENT WITH OTHER SIMILAR CAT FACILITIES. 2. GREENWAY DEDICATION THE OWNER WILL DEDICATE AN AREA AS APPROXIMATELY SHOWN ON THE ZONING APPLICATION PLAN AMENDMENT AS "GREENWAY TRAIL IMPROVEMENTS" AND AS GENERALLY SHOWN ON SHEET 18 OF THE WEGMANS FINAL SITE PLAN. SUCH DEDICATION WILL OCCUR AFTER FINAL SITE PLAN APPROVAL AND AFTER THE COUNTY REQUESTS SUCH DEDICATION IN WRITING. THE DEDICATION WILL BE COMPLETED WITHIN 6 MONTHS AFTER RECEIPT OF REQUEST. 3. DEDICATION FOR GREENWAY PARK; CASH CONTRIBUTION FOR GREENWAY TRAIL THE OWNER WILL DEDICATE WITHIN 6 MONTHS AFTER RECEIPT OF THE REQUEST FOR DEDICATION THE AREA SHOWN ON THE APPLICATION PLAN AMENDMENT AS "PASSIVE OPEN SPACE AND TRAIL HEAD PARK ". AT LEAST 5 PARKING SPACES IN THE ADJACENT PARKING LOT WILL BE RESERVED FOR TRAIL HEAD USE FOR THE GREENWAY PARK. THE OWNER WILL MAKE A $250,000 CONTRIBUTION TO THE COUNTY PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. 9. CULTURE RESOURCES A PHASE I HISTORIC RESOURCES SURVEY HAS BEEN COMPLETED AND WILL BE SUPPLIED TO THE COUNTY PRIOR TO COMMENCING LAND DISTURBING ACTIVITY IN THE AREA INCLUDING IN THE FORMER WILLOUGHBY MANSION SITE. 10. EROSION AND SEDIMENT CONTROL AND STORMWATER QUALITY MANAGEMENT A. EROSION AND SEDIMENT CONTROL TO THE EXTENT PRACTICABLE, ADDITIONAL EROSION AND SEDIMENT CONTROLS HAVE BEEN PROPOSED WITHIN THE WATER PROTECTION ORDINANCE PLAN (PHASE 1) TO ACHIEVE A SEDIMENT REMOVAL RATE OF 80% FOR THE PROPERTY. THAT PLAN IS CURRENTLY IN REVIEW WITH ALBEMARLE COUNTY. B. STORMWATER QUALITY MANAGEMENT A WATER PROTECTION ORDINANCE PLAN (PHASE 2 AND SWM) HAS BEEN PREPARED AND SUBMITTED FOR THIS SITE. A BMP FACILITY HAS BEEN PROPOSED IN THE GENERAL AREA SHOWN AS THE BMP POND FACILITY ON SHEET 2 OF THE ZONING APPLICATION PLAN AMENDMENT TO CAPTURE AND FILTER THE WATER RUNOFF AND DRAINAGE FROM AN OFFSITE AREA. C. INTENTIONALLY OMITTED D. RAINFALL HARVESTING AND ROOF DESIGN THE OWNER WILL INCORPORATE RAINFALL HARVESTING MEASURES INTO THE OVERALL PROPERTY WITH THE SITE PLAN FOR THE NORTHERN DEVELOPMENT AREA OF THE SITE. THE ROOFS OF THE PROPOSED BUILDINGS WILL UTILIZE ENERGY EFFICIENT ROOFING MATERIALS AND WILL BE SHOWN WITH THE BUILDING PLAN FOR EACH STRUCTURE. 11. INTENTIONALLY OMITTED 12. TRANSIT FUNDING THE OWNER WILL CONTRIBUTE $100,000.00 TO THE COUNTY OR ITS DESIGNEE TO BE USED FOR CAPITAL AND /OR OPERATING EXPENSES RELATED TO THE EXTENSION OF THE PUBLIC TRANSIT SERVICE TO THE PROPERTY PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE PROJECT. 13. ARCHITECTURAL CONSISTENCY ALL BUILDINGS WITHIN THE PROJECT WILL HAVE A CONSISTENT ARCHITECTURAL THEME. Aul REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 J Q *0 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL mQZ�g >UDa G7 8121114 PER COUNTY COMMENTS DRH 5 �2 �zZZgW O w U PER COUNTY COMMENTS DRH 6 U FOR APPROVAL LLj : ��w��a H oou)QO= '�; O � m If u) LL o_ � E W U U 0 2i IL e oz0Zj m }z0 � ao g� z Q0_w o=w o m UJ QO'UU z w PQ w w Z o z b u U U w 4 U `( U w w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8121114 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245 -4848) (PA 1- 800.242 -1776) (VA 1- 800 -552- 7001) (MD 1- 800 -257- 7777) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD I. D.: SD6 PROJECT: ]FINAL SINCE ]PLAIN FOR 5TH STIREET WEGMANS 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 of V DANIEL R. HINES P .p Lic. No. 043176 O 10/3 0/14 �4i ,'VAI. �tG SHEET TITLE: P�O]FFEIXDN ANALYSIS SHEET NUMBER: I!J! 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SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD UTING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FULL CONFORMANCE WITH LOCAI REGULATIONS AND CODES. • y. 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N These ; ra ie e rese 1tat_ Q13 °a£C Intended for umn r . A rrY.�.�•" „,, - .. ° _ r.! 1.n .i # T- esi£n pu r€ofi.� Only and am 1ot is r : PER COUNTY COMMENTS DRH illy B1tLC SOMETHING BEAUTIFUL a � �c ��r �a��t�tt� � tt�o�:�t i�� , �� it�r� ate _ �3 .i , r " Anchor Wall Engi1cennt, LLC � � �� t�te � t��tona I �i��. 51120 9 t� 559 LvcrRai€, Suite 390 . F � al . DRH 1[fiTe?n a. NNI rf !T a tr1ra j111 GENERAL NOTE: S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE, :K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD UTING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FULL CONFORMANCE WITH LOCAI REGULATIONS AND CODES. • y. ERE - ORATNTINNG AGGRECS 'REFER TO TIIE N CINIA DESIGN NIANTU L FOR ADDITIO %-kL DETAILS �Y 3 r. tn 1y E f' JON� Nt FOR CLARITY [44A J a �s a ay f "�f 1 �'•.. a a .A3 7 ROD A a.r � Y F a :� Y F a+y • _ DROP STRIJICTUR E ('DESIONTM BY'OTT”, 5 `IE' DRANINDAGGREGATE- BETWEEN ALL STRTJCTURE { (NOT SHON &' r FOIz CLARM. .■ Irirrsir■r.+. ,W1■4 ¢■-�.e.r` f■c'■farf.�; �F4f 71fHz fFMfif.frf.fr�ffa,rta,wrr ■rf1wafrlcNafwfrf rii+f r rfrf�feef e, frrf:nnf,fnafwaf ar f rfM�arWy■ r+ac w.f e r+.wr ■.u■7f......... a.as�f !a IN f" .■ ■..■. �sal ■ iM H H. .3 1 .. T`� , m 0: M TH .. .. , l 7 ., ?sue d-i'1. - a These ra laic re r yenta o s'are ded c .J sr AWE r � �i el�ri��t +�I�.� i n t o��. +�� n�i are not to 4 a k tt � r construction t.1t�i1 � ttt . �1�c�ttt i�:ir� I' tt l� �' flo. SOME BEAUTIFUL (�e � � � � without the � t`� l.~f �, T a. , Wall . t of 'a re�t,_tei��I pr�f��t�na1 ei��inr; �1.. Anchor 4� ill Eq ijt � , LLC, 59 59 Balcr ti�ta t_ 5uct� � �� t REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6119114 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL JQ 4 8/21!14 PER COUNTY COMMENTS DRH 5 0 d Q Q E — z w DRH 6 10/30/14 FOR APPROVAL DRH aw z Z Z J 3aF U uio''L1ga� ooWQO= e H mFtAZLL LCc) �L R W O o 2 a 2 z W O♦ U z2w o�> Z°Z eB s o ~ Y zQ J w 0 UmW W tnQO_UU W� F-� O U F �a U Cr �21 O REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6119114 FOR APPROVAL DRH 3 8114/14 FOR APPROVAL DRH 4 8/21!14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454848) (PA 1- 800 -242 -1776) (VA 1- 800 -552- 7001)(MD 1- 800 -257- 7777)(DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: NIA CAD 1. D.: OD6 PROJECT: FINAL I �y AL SITE PLAT FOR � ° 5 JL H STREET � STATION JL IOA D � WEGMANS LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA M BOHLER N G I N E ERIN G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com ��pLTH pF` V DANIEL R. HINES y Lic. No. 043176 •OHO � f 10/30/14 SS��NAL SHEET TITLE: Vert ca::-. Rctaining Wall RETAINING a _ ii��+++I' fi WALL DETAILS �� LS `I'y icAl Cloth, For Cmventionat I'� tai»in i�Vatl� C SHEET NUMBER: FOR INFORMATION ONLY. �"��1 4' J (RETAINING WALL DESIGNED BY OTHERS( SDP 2013 -00012 60" MINIMUM LANDING 0_ NOTES: !6 co M v M 30' MAX. HORIZONTAL (RUN) ELEVATION 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON - CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION DIMENSION OF 2.25 ". (SEE ADA GUIDELINES) 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN NO BOTTOM RAIL IS PROVIDED. V.0" 60" MINIMUM LANDING 60" MINIMUM LANDING TYPICAL ADA RAMP AND HANDRAIL DETAIL NOT TO SCALE 1 -1/2" MIN. WALL MOUNT SPACING CLEAR (MIN HANDRAIL co v M RAIL co Z - M 36" CLEAR (MIN.) "All LU Q J �Y co HANDRAIL—, SEE NOTE 4 SET PIPE IN r \�� CONC. FOOTING r HORIZONTAL RUN 60" MINIMUM LANDING ELEVATION w�l.::... <• � L 4 NOTES: � I 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON - CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION I I DIMENSION OF 2.25 ". (SEE ADA GUIDELINES) j I 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN �\ NO BOTTOM RAIL IS PROVIDED. / 8 "SQUARE RETROFIT ADA RAMP AND HANDRAIL DETAIL DETAIL 99 A 9 NOT TO SCALE 1 CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE ° -v TOP OF ASPHALT OR CONCRETE SLAB ► "��_ =1I I IT_I � '�� ::�:�' I I —III I11 3000 P.S.I. CONCRETE I1 =1 I I— III —I" I I I —I I1- — =TI -1 I I �:': •� �-� I ICI III —I 41 =1TI =1 :; . ''.�� E —I 11 -111 =1 I I' 1 11-11 I- -I I Ed 1EEI 11 —I I -1 � ICI � I —I 1 I ;4.: �•r . I I =1 I I _ -1 1= o —4II— III —III ;'. — ' —I I ICI I, -III _ I I -1 11= l I I i► —_ NOTE: ' - - 1. SEE SITE PLAN FOR LOCATION(S). MIN. BOLLARD DETAIL NOT TO SCALE GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEI RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FCONFORMANCE WITH LOCAL REGULATIONS AND GODESWITH LOCAi REGULATIONS AND GODES. EX. WATER OR STORM PIPE C■ ■ /--CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE A AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. 10' -0" 10' -0" Z A ' 4. I I 4 e 20' -0" 4 "x4" POSTS, 8' -0 8" MIN. TO 12" MAX. RA STRIP AND 6" SPACI FINISHED NOTES: A CLASS "C" CONCRETE ENCASEMED e < I --- SANITARY PIPE ONE I MIN EX. WATER C R STORM PIPE ( SECTION A -A CONCRETE ENCASEMENT DETAIL NOT TO SCALE 10' -0" O.C. MIDDLE UNIT(S) 9' -0" O.C. END UNIT(S) 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2) .,,3 IN. X 6-,l IN. CARRIAGE 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2)-,L, IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT -OF -WAY. INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND LENGTH OF THE BARRICADE. AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF THE BARRICADE. TRAFFIC BARRICADE DETAIL NOT TO SCALE 12" 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 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 OLLARD MOUNTED ADA PARKING SIGN DETAIL NOT TO SCALE TEST PIT (TO BE HAND ADJUSTMENT T EXTEND BEYOND LIMITS INISHED GRADE OF CONFLICTS (3' MIN., EACH SIDE, CHECK LOCAL STANDARDS). -UTILITY CONFLICT - -EX- MAIN 1.5' MIN. CLEARANCE SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT - ADJUSTMENT USING FITTINGS' USING DEFLECTION (VERTICAL AT PIPE JOINTS BENDS) (SEE NOTES: NOTE 3) (SEE NOTE 4) 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 AD1fUSTMENT DETAIL NOT TO SCALE JJJJJJJ JJJJJJJJJ JJJ_ JJJJ JJJ_ JJJJ JJJ. S JJJJ 18" SQUARE CONCRETE JJJJJJJJJJ ENCASEMENT JJJJJJ (3000 P.S.I CONCRETE) 3,000 P.S.I CONCRETE ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE t Y :41 G o 4" SEWER CLEANOUT CAP — _ "' I I 1 =1 1— SAND CUSHION 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RAT ED CLEANOUT DETAIL MAXIMUM RAMP SLOPE AND RISE FOR EXISTING SITES, BUILDINGS, AND FACILITIES 1 -1/2" MIN. I q M MAXIMUM RISE STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 3 INCHES (75MM) STEEPER THAN 1:12 BUT NOT STEEPER THAN 1:10 6 INCHES (150MM) NOTE: A SLOPE STEEPER THAN 1:8 IS PROHIBITED c7 M FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH d 2.08% MAX. v DRH 5 >Da Q > PER COUNTY COMMENTS DRH SLOPE 10130/14 FOR APPROVAL 02 -00 . Ili 6 1711 I;1 - g I HANDRAIL ! f_�• 0¢ 002 SEE NOTE 4 - SET PIPE IN CONC. FOOTING LL a W o� o � Q w I'. .• • ,r' I s 0, m}ZO Lg 2 ZULL W F- JH v .. i o O mO2w U) QO UU $ 0 � I 9 W �3 1 U O 8" SQUARE � D1G°T A I " la 99 Q U HANDRAIL co v M RAIL co Z - M 36" CLEAR (MIN.) "All LU Q J �Y co HANDRAIL—, SEE NOTE 4 SET PIPE IN r \�� CONC. FOOTING r HORIZONTAL RUN 60" MINIMUM LANDING ELEVATION w�l.::... <• � L 4 NOTES: � I 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON - CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION I I DIMENSION OF 2.25 ". (SEE ADA GUIDELINES) j I 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN �\ NO BOTTOM RAIL IS PROVIDED. / 8 "SQUARE RETROFIT ADA RAMP AND HANDRAIL DETAIL DETAIL 99 A 9 NOT TO SCALE 1 CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE ° -v TOP OF ASPHALT OR CONCRETE SLAB ► "��_ =1I I IT_I � '�� ::�:�' I I —III I11 3000 P.S.I. CONCRETE I1 =1 I I— III —I" I I I —I I1- — =TI -1 I I �:': •� �-� I ICI III —I 41 =1TI =1 :; . ''.�� E —I 11 -111 =1 I I' 1 11-11 I- -I I Ed 1EEI 11 —I I -1 � ICI � I —I 1 I ;4.: �•r . I I =1 I I _ -1 1= o —4II— III —III ;'. — ' —I I ICI I, -III _ I I -1 11= l I I i► —_ NOTE: ' - - 1. SEE SITE PLAN FOR LOCATION(S). MIN. BOLLARD DETAIL NOT TO SCALE GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEI RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FCONFORMANCE WITH LOCAL REGULATIONS AND GODESWITH LOCAi REGULATIONS AND GODES. EX. WATER OR STORM PIPE C■ ■ /--CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE A AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. 10' -0" 10' -0" Z A ' 4. I I 4 e 20' -0" 4 "x4" POSTS, 8' -0 8" MIN. TO 12" MAX. RA STRIP AND 6" SPACI FINISHED NOTES: A CLASS "C" CONCRETE ENCASEMED e < I --- SANITARY PIPE ONE I MIN EX. WATER C R STORM PIPE ( SECTION A -A CONCRETE ENCASEMENT DETAIL NOT TO SCALE 10' -0" O.C. MIDDLE UNIT(S) 9' -0" O.C. END UNIT(S) 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2) .,,3 IN. X 6-,l IN. CARRIAGE 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2)-,L, IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT -OF -WAY. INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND LENGTH OF THE BARRICADE. AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF THE BARRICADE. TRAFFIC BARRICADE DETAIL NOT TO SCALE 12" 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 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 OLLARD MOUNTED ADA PARKING SIGN DETAIL NOT TO SCALE TEST PIT (TO BE HAND ADJUSTMENT T EXTEND BEYOND LIMITS INISHED GRADE OF CONFLICTS (3' MIN., EACH SIDE, CHECK LOCAL STANDARDS). -UTILITY CONFLICT - -EX- MAIN 1.5' MIN. CLEARANCE SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT - ADJUSTMENT USING FITTINGS' USING DEFLECTION (VERTICAL AT PIPE JOINTS BENDS) (SEE NOTES: NOTE 3) (SEE NOTE 4) 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 AD1fUSTMENT DETAIL NOT TO SCALE JJJJJJJ JJJJJJJJJ JJJ_ JJJJ JJJ_ JJJJ JJJ. S JJJJ 18" SQUARE CONCRETE JJJJJJJJJJ ENCASEMENT JJJJJJ (3000 P.S.I CONCRETE) 3,000 P.S.I CONCRETE ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE t Y :41 G o 4" SEWER CLEANOUT CAP — _ "' I I 1 =1 1— SAND CUSHION 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RAT ED CLEANOUT DETAIL MAXIMUM RAMP SLOPE AND RISE FOR EXISTING SITES, BUILDINGS, AND FACILITIES 1 -1/2" MIN. I q SLOPE MAXIMUM RISE STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 3 INCHES (75MM) STEEPER THAN 1:12 BUT NOT STEEPER THAN 1:10 6 INCHES (150MM) NOTE: A SLOPE STEEPER THAN 1:8 IS PROHIBITED HANDRAIL co v M RAIL co Z - M 36" CLEAR (MIN.) "All LU Q J �Y co HANDRAIL—, SEE NOTE 4 SET PIPE IN r \�� CONC. FOOTING r HORIZONTAL RUN 60" MINIMUM LANDING ELEVATION w�l.::... <• � L 4 NOTES: � I 1. RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH CURRENT ADA GUIDELINES. 2. HANDRAILS WITH CIRCULAR CROSS SECTIONS SHALL BE 1.25" TO 2" OUTSIDE DIAMETER. 3. NON - CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER OF 4" TO 6.25" AND A MAXIMUM CROSS SECTION I I DIMENSION OF 2.25 ". (SEE ADA GUIDELINES) j I 4. SIDEWALK TO EXTEND 4" BEYOND OUTSIDE OF RAILING WHEN A BOTTOM RAIL IS PROVIDED OR 12" BEYOND WHEN �\ NO BOTTOM RAIL IS PROVIDED. / 8 "SQUARE RETROFIT ADA RAMP AND HANDRAIL DETAIL DETAIL 99 A 9 NOT TO SCALE 1 CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE ° -v TOP OF ASPHALT OR CONCRETE SLAB ► "��_ =1I I IT_I � '�� ::�:�' I I —III I11 3000 P.S.I. CONCRETE I1 =1 I I— III —I" I I I —I I1- — =TI -1 I I �:': •� �-� I ICI III —I 41 =1TI =1 :; . ''.�� E —I 11 -111 =1 I I' 1 11-11 I- -I I Ed 1EEI 11 —I I -1 � ICI � I —I 1 I ;4.: �•r . I I =1 I I _ -1 1= o —4II— III —III ;'. — ' —I I ICI I, -III _ I I -1 11= l I I i► —_ NOTE: ' - - 1. SEE SITE PLAN FOR LOCATION(S). MIN. BOLLARD DETAIL NOT TO SCALE GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEI RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD RITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU' ;EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FCONFORMANCE WITH LOCAL REGULATIONS AND GODESWITH LOCAi REGULATIONS AND GODES. EX. WATER OR STORM PIPE C■ ■ /--CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE A AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. 10' -0" 10' -0" Z A ' 4. I I 4 e 20' -0" 4 "x4" POSTS, 8' -0 8" MIN. TO 12" MAX. RA STRIP AND 6" SPACI FINISHED NOTES: A CLASS "C" CONCRETE ENCASEMED e < I --- SANITARY PIPE ONE I MIN EX. WATER C R STORM PIPE ( SECTION A -A CONCRETE ENCASEMENT DETAIL NOT TO SCALE 10' -0" O.C. MIDDLE UNIT(S) 9' -0" O.C. END UNIT(S) 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2) .,,3 IN. X 6-,l IN. CARRIAGE 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2)-,L, IN. x 4 IN. LAG SCREWS WITH WASHERS. BOLTS OR SCREWS 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE. POSTS SHALL BE ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS. PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED. SIX INCH (6 IN.) HIGH THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT -OF -WAY. INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND LENGTH OF THE BARRICADE. AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF THE BARRICADE. TRAFFIC BARRICADE DETAIL NOT TO SCALE 12" 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 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 OLLARD MOUNTED ADA PARKING SIGN DETAIL NOT TO SCALE TEST PIT (TO BE HAND ADJUSTMENT T EXTEND BEYOND LIMITS INISHED GRADE OF CONFLICTS (3' MIN., EACH SIDE, CHECK LOCAL STANDARDS). -UTILITY CONFLICT - -EX- MAIN 1.5' MIN. CLEARANCE SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT - ADJUSTMENT USING FITTINGS' USING DEFLECTION (VERTICAL AT PIPE JOINTS BENDS) (SEE NOTES: NOTE 3) (SEE NOTE 4) 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 AD1fUSTMENT DETAIL NOT TO SCALE JJJJJJJ JJJJJJJJJ JJJ_ JJJJ JJJ_ JJJJ JJJ. S JJJJ 18" SQUARE CONCRETE JJJJJJJJJJ ENCASEMENT JJJJJJ (3000 P.S.I CONCRETE) 3,000 P.S.I CONCRETE ASPHALT OR CONCRETE AS TRAFFIC RATED CLEANOUT COVER FINISHED GRADE DETERMINED BY 2" ASPHALT OR CONCRETE TRAFFIC SURFACE t Y :41 G o 4" SEWER CLEANOUT CAP — _ "' I I 1 =1 1— SAND CUSHION 3000 P.S.I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RAT ED CLEANOUT DETAIL REVISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH d 8/21/14 v DRH 5 >Da Q > PER COUNTY COMMENTS DRH 6 10130/14 FOR APPROVAL 02 -00 �zzzgw O 6 W_ 0 J � �D_� !0 g 0¢ 002 0 C mHtn llo_ LL a W o� o � Q (D z } w s 0, m}ZO Lg 2 ZULL W F- JH v QY O mO2w U) QO UU $ 0 9 W �3 1 U O G U � Q U U W w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10130/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-2454848) (PA 1- 800 -242 -1776) (VA 1-800-552-7001) (MD 1-800-257-7T77) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD 1. D.: SD6 PROJECT: FINAL SINCE PLAN FOR 5TH ° S�°°�EET S J1L A JL I ON - WEGMANS ]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 www.BohlerEngineering.com NIL V DANIEL R. HINES a �0 Lic. No. 043176 10/30/14 . NAL SHEET TITLE: CONSTIRU CTION DETAILS NOT TO SCALE SDP 2013 - 00012 ASPHALT SURFACE COURSE (SM 9.5A) ASPHALT BINDER COURSE (25.0) 10" COMPACTED STONE BASE (21 -B) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS, DATED 3129/13 (PROJECT # 28:1552). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. r-1.5" ASPHALT SURFACE COURSE (SM 9.5A) ASPHALT BINDER COURSE (25.0) COMPACTED STONE BASE (21 -13) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. 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 #28:1552). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. TRUNCATED) 1:12 SLOE DOME PATTERN NOTE: 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADAACCESSIBLE GUIDELINES. HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT S ECTIONI AIWA ACCESSIBLE RAMP DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1. 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 #28:1552). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. HEAVY DUTY CONCRETE SECTION NOT TO SCALE PAVEMENT DIMENSIONS ON PLAN VIEW PAVEMENT DIMENSIONS ON PLAN REFER TO FACE OF CURB VIEW REFER TO FACE OF CURB 2 -0" 2 -0" 1" 6" 1" 6" 1 -1/2 "R 1 -1/2 "R EO •� }i, ;, •Y , SPILL CURB & GUTTER COLLECTOR CURB & GUTTER NOTES: 1. CONCRETE FOR CURBING SHALL BE CLASS A3 AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 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 114" (±1/16 ") WIDE, 1" DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40' -0" INTERVALS, MAXIMUM, AND ALL P.C.'S. CONCRETE CURB & GUTTER DETAIL NOT TO SCALE FIN GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD I VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANC F I .ONFOR aN . WITH 0 . I R I ATION AND OD S. 6" 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 P.S.I. IF PRECAST. HEADER CURB DETAIL NOT TO SCALE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GALLONS /S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) CONCRETE-TO-ASPHALT DETAIL NOT TO SCALE C PAVED SURFACE/ CONC. PAD --,, 3 TAPER 2' CURB 3 TAPER BREAK F7— I GUTTER PAN TRIP-RAP PAD PLAN CURB (PER SITE PLAN) /-1" RADIUS 2' CURB 3' TAPER BREAK 3'TAPER ELEVATION CURB BREAK DETAIL NOT TO SCALE 2' MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE L-4" CLASS A CONCRETE COMPACTED SUBGRADE (PER—/ (3000 P.S.I. @ 28 DAYS) GEOTECHNICAL REPORT) 14" 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 PA' EDGE OF CURB--n 5' -0" MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. AIWA ACCESSIBLE RAMP DETAIL NOT TO SCALE �� rr�nlro�r� 6" COMPACTED STONE BASE \—COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1.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 # 28:1552). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. STANDARD DUTY CONCRETE SECTION NOT TO SCALE FULL HEIGHT CURB 3 CURB TAPER RADIUS 2' / 2" PAVEMENT SURF. CURB TAPER DETAIL 1/2" PROPOSED PAVEMENT (SEE PAVEMENT DETAIL) TACK COAT (APPLIED @ 0.2 GALLONS /S.Y.) NOT TO SCALE 4" CONCRETE WALK W /6x6 WWM (10 GA) 2% MAX. SLOPE COMPACTED 21 -A STONE NOTE: 1. CONCRETE TO BE 3000 P.S.I. @ 28 DAYS. MONOLITHIC CURB AND SIDEWALK DETAIL REV DATE COMMENT J F 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL a °n 8/14/14 a , Qe ri • .� a DRH 5 PER COUNTY COMMENTS DRH 'SLbPE ' .. U ° d d. SLOPE z � 4 D J 12:1 MAX.; (� ti ` 4 ,. 12:1 MAX.,'. a - 4 °. 'da 4 - 00000000.00n000000 00000000 000000000 ' a 00000000 00000000. 000000000 000000000 ° da 5' -0" MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. AIWA ACCESSIBLE RAMP DETAIL NOT TO SCALE �� rr�nlro�r� 6" COMPACTED STONE BASE \—COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOTE: 1.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 # 28:1552). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. STANDARD DUTY CONCRETE SECTION NOT TO SCALE FULL HEIGHT CURB 3 CURB TAPER RADIUS 2' / 2" PAVEMENT SURF. CURB TAPER DETAIL 1/2" PROPOSED PAVEMENT (SEE PAVEMENT DETAIL) TACK COAT (APPLIED @ 0.2 GALLONS /S.Y.) NOT TO SCALE 4" CONCRETE WALK W /6x6 WWM (10 GA) 2% MAX. SLOPE COMPACTED 21 -A STONE NOTE: 1. CONCRETE TO BE 3000 P.S.I. @ 28 DAYS. MONOLITHIC CURB AND SIDEWALK DETAIL REVISIONS REV DATE COMMENT J F 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH Tk v 8/14/14 FOR APPROVAL J a j�d o >zw= ri 8/21/14 PER COUNTY COMMENTS DRH 5 o� ooa PER COUNTY COMMENTS DRH zgZ LI U FOR APPROVAL Z.5 JI� wOZwg L0 z � D J H (� ti W d OOO= g g LL d W ° as z ow 0 = } j adW B w O U p :�E__ C>- pz> 8� m Z0LLLu H QOJF- �w co m0=w n d0_UU 004 �a 0 cc Ej W w Dc F" UO w w c7 e M J 8 z 90 z U w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19114 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH 1 01 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 14800 -242 -1776) (VA 1- 800 -552- 7001) (MD 1-800- 257- rn-1) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD 1. D.: SD6 PROJECT: �° FINAL SITE P- LA N FOR 5TH STREET STATION V V EGMANS 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 v DANIEL R. HINES =' .p Lic. No. 043176 , A 10/30/14 NAIL- 10, - SSlut 00 60 IF SHEET TITLE: CONSTRUCTRON DETAILS NOT TO SCALE SDP 2013 - 00012 EME SPRI C NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION - INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER - HAUNCHING -BEDDING 6" max 4" min - FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE I(ALL PIPE) NOTE ].OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOP, DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED 3.VJHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE 6 TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S - 3 TD -28 Certification of 951% compaction required Galvanized StE W12 x 14 (mil 3' min. penetration sail , or as approve ACSA. Side View IM 5° TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W -3B TD -5 GENERAL NOTE: IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC ,RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 1E SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRAC70R'S RESPONSIBILITY TD NOTIFY THE PROJECT ENGINEER OF RECORD' IRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUT CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS ANC F ILL CONFORMANCE WITH LOCAL RFGI II ATIONS AND CODES. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFIL BEDDING 8 STONE * STABLE SOIL ROCK. * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER- CUT CONDITION 241MIN INITIAL BACKFIL 4'IMN UNSTABLE s" a° R" 13" SOIL \ - MIN MIN - MIN MIN 468 STONE �? 'GRANULAR FILL AS APPROVED BY ACSA i s A �` r01 `j RO Z STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD- 2 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS P THE LOCAL STANDARD. c I LENGTH OF BRANCH VARIES 6' 'AIN (270') 2' TO 10' VALVE BOX f 7 CU. FT. 8" #68 ST ON J 36 "MIN , o ( 6" GATE > ti' VALVE i' I� ' 8 8„ X 6.. TEE 2500 P.S.I. CONCRET BASE AND THRUST �I ' ,;' yj 1Y� • . BLOCK AGAINST f UNDISTURBED STABLE SOIL, STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR HE , MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 - 3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE, IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. z. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -7 min a5 ° MIN SECTION 1 -1 4 Max L 2 c 45 ° max PLUG I i 2 I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE si, ANCHOR IF REQUIRED. BEDDING AS REQUIRED -\ I SECTION 2 - 2 PIPE DEGREE I BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. V -9" BEND I L H _ T �90 2' -8' V -2 L H T - 1 2.50 2.50 3.01 0.24 1 1/4" 10' 2' -9 3' -9 4" & 6" 45 I 2.00 2.25 2.60 0.15 3'-0'4'-3" w V -0" 2' -3" 3' -6" 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 2 1/2" 11 114 1.50 2.00 2.50 0.10 2' -6" V -6" 2' -8" 1 1/4-1 8' 90 3.66 3.16 3.21 0.48 X -3' 2' 10" 3' -3" 8 45 2.66 2.66 2.77 0.26 12' V -9" 6' -3 3' -0 3' -6' 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 1/2" 11 1/4 1.66 2.16 2.67 0.13 3' -0" 3' -3" 3' -3" 2 1/4' 8' 90 4.83 3.83 3.42 0.83 3' -9" 2 1/4' 45' 10' 10" & 12 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 V -0 22 1/2 2.33 2.58 2.86 0.24 18" 6'-6'11'-C 0 3' -9' 6' -0 it 1/4 1.83 2.33 2.84 018 4 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CCNCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEE3 SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 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. A. USE BRACING STRAPS ON ALL PIPE SIZES D { V B CONCRETE CLASS B ELEVATI ON PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 11 1/4' 4" - 6' V -9" 2' -3" 2' -8' V -2 2' -0' 1 1/4- 8" 2' -3 3' -0 2' -6' V -8 2' -8' 1 1/4" 10' 2' -9 3' -9 2' -6' 2' -0 3 -0 2" 12' 3'-0'4'-3" w V -0" 2' -3" 3' -6" 2" *LAYING LENGTH (MIN) 18' 3' -6" V -6' 3' -3' 3' -0" 4' -6' 2 1/2" 22 1/2' 4" - 6' 2' -6" 3' -0' 2' -6" V -6" 2' -8" 1 1/4-1 8' 3'-6'4'-3" 2' -6' 2' -6" X -3' 2' 10" 3' -3" 5' -0 3'-0'2'-g" ...... V -9 2" 12' V -9" 6' -3 3' -0 3' -6' 4' -3" 2' 18' S' -0 7' -fi 3' -3' 4' -0' 5'-8"2 1/2" 4" - 6' S -0" 5' -0 3' -0" 3' -3" 3' -3" 2 1/4' 8' X -6" 6' -6 3' -0'13'-8" 3' -9" 2 1/4' 45' 10' 4' -6" 7' -6 X -0" 4' -3" 5' -0" 2 Ile 12' V -3 V -0 3' -3" 5' -0 5' -9' 2 1/2' 18" 6'-6'11'-C 0 3' -9' 6' -0 7-3" � CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE 1 4" THICK LATE WASHER 3 4" ANCHOR 12" BENDS & I cuvcrct I t GLRJJ 17 LARGER SECTION NOTE : STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD-3 TD -4 n is II j PLACE S' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS ° i ( AS DIRECTED. MARKER LOCATION MAY BE SUBJEC TO HIGHWAY DEPARTMENT APPROVAL. I I FINISHED GRADE T g,, yr ADJUSTABLE VALVE BOX W/ LID z_ U F'r, � r z �J � I m M.J. GATE VALVE 7 i WATER LINE 4 t 2500 P.S.I. CONCRETE' d 2'x 2' BEARINGAREA, THRUST BLOC v NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA TYPICAL GATE VALVE NTS FIG. W - 5 TD -8 4 a REV DATE 1zo" J 1 BLOCK 18" MIN. COUPLING DRH WALL SLEEVES W/ LL DRESSER 12" 2" GATE VALVE W/ WATERPROOF SEAL 3 8/14/14 36" MIN. COUPLING THREADED CONNECTION J ¢ > . TEST CONNECTIO 54" MAX. pRH � STRAINER METER I8' MIN. Q METER 2" GA.LV. PIPE � STRAINER 12" MIN. �15" DRH 6 10/30/14 MII� -- 30" MAX. BLOCK BLOCK LLI , :E -00 �,+y -' 15" MI.I .' * }�6" MIN-- --►I " . w d' 6 MIN. 6" MIN. 18" MIN. a *LAYING LENGTH (MIN) a 3" STANDARD METER 19.25" �5y� 3" COMPOUND METER= 24.25" a 72" MIN. if 24" X ET ALUMINUM ACCESS HATCH' OVER METER AND TEST TAP 60" MIN. NOTES: 1, MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". 2. THE OUTSIDE OF TI 2F VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAT OR SUMP, TYPICAL METER VAULT (311 METER) NTS FIG. W- 7D TD-14 REV DATE STEPS SHALL BE RUBBER COATED � TEST CONNECTION STEEL J 1 5/15/14 COUPLING DRH ' LL DRESSER 12" 2" GATE VALVE W/ DRH 3 8/14/14 36" MIN. COUPLING THREADED CONNECTION J ¢ > . 8121/14 54" MAX. pRH 5 Q METER 2" GA.LV. PIPE � STRAINER 12" MIN. �15" DRH 6 10/30/14 MII� -- 30" MAX. BLOCK BLOCK LLI , :E -00 TD-14 REVISIONS REV DATE COMMENT J 1 5/15/14 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL J ¢ > � 8121/14 PER COUNTY COMMENTS pRH 5 Q PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL LLI , :E -00 Z w �zzzgw a U LL0 _j � ° �5y� IY J Fj o� OU) m �Oa t� W ...... a b LL a P4 6 � o � } a a ^� ✓ = z cD } a B � >- o 3 O z co zZ O LU � zOJFw- L3 oatl 8� - m O JOTLU mw J) QO!OU ♦**** 0 v � � 4 b H H W L Wy W g L 4 0 O U z U cr cto v C O cc 9. W7 U REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8121/14 PER COUNTY COMMENTS pRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30/14 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800 - 245- 4848)(PA 1 -800- 242 -1776) (VA 1- 800 -552- 7001)(MD 1-800 -257- 7777)(DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT Na,.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD I. D.: OD6 PROJECT: FINAL SITE PLA FOR 5TH ST JILR ET $S��Cj-A�%°V�}} STATION ITT ° V V EUyM NS 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 21 V DANIEL R. HINES .p Lic. No. 043176 10/30/14 NAL SHEET TITLE: WATEI° SE�YV'EIR°UJLIJL IJL �l DETAILS .A��ILS SHEET NUMBER: 25A SIZE BRANCF VALVE THE WATER MAIN WATER \ /AR11 C .J. PLUG "wu vnL-VL- 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 I LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W -7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A ") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W -8 TD -16 FRAME & COVER _ FE FIG. S I - D, E. STREET SURFACE OR NON- PAVED AR_A- $LOPED AREA � ti 2 C RU53ER COATED STEEII STEPS V -,0 MAX CAST IN PLACE_ ;- PRECAST REINFORCED CONCRETE y l ° SECTIONS WITH 0' RING SEALS OR APPROVED EQUAL ?' -r)" MIN/ j THE DROP CONNECTION SHA_L BE ;q( DuC nLE IRON PIPE (CLASS 50) a 5" BACKFIIIFD IN E" LAYERS AND _ COMPACTED BY HAND TAMPERS OR 2" MItJ� SA(-.KFILLED WITH SLLF- COMPACTING' 16, MAX STONE, 5 "� a T2 "Ivllf4 1 — MINIMUM ELEVATION DIFFERENCE T 2' VIIN ACROSS M.H FROM INLET 10- VARIE OUTLET SHALL BE 0_2D FEET A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN a. I> p INLET & OULET PIPE $,.ALL BE c a a r° z_\ PROVIDED, 17 lC �..k – l ° t DIA OF LARGEST PIPE IN MANHOLE MIND. 6 BEDDING WITH NID 69 STONE NOTES: 1 BEDONIG TH CKNESS REQUIREMENTS SHOWN ARE MINIIMUM. AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2 THE CONdSUITANT 5HALL DETGRNIINIE WHETHER. MANHOLES SHALL HAVE EXTENDED OR NON EXTENDED BASES, 3 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, SPECIAL CONSIDERATION SHALL RF GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIC. S -I C TD - 24 GENERAL NOTE: 1 IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJEC )RK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE' HE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD II VRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTI :CEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND F ILL CONFORMANCE WITH LOCAL REGULATIONS AND CODES, VDOT CLASS 1 5' MIN. RIPRAP (7Y P) 2' 0" J 11.5 i;l_.; 3 o WHIN. VDOT NO 1 STONE BEDDING SECTION A - A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF � BANK EXCEEDS 1 TO 'I 4MAX A 3.0' MIN. UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK 15 ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP, WATER TYPICAL STREAM CROSSING NTS FIG. VV-12 TD- 20 E E m \E "' m �� O Ld N E m ,z °wn NE �Q a_ JD OJ �u 0m ° L` O Ep U Y va E ..0 E V) rn EW —a v �U w N S � j 0 0 m c� of oE�i O ¢ -gym - Ln H C'4 o EU Nu Nu¢ U w v W W Q uEW Li -i O^ a o Q �E C \Z O E00 E E E _j u E N NU ^ _ vM0 NU f K)J N E NLE Z U E Ln Nom n r u 0 0 a a Q O °E 07 °^ 1– E Q E � E a E lN U E o E W Nrn N� to �N ° E (n u LO [u N O n u Mil OL W N N u N Q tr LL O 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D TD -25 FRAME & COVER (SEE FIC. S - I - D,E) SLOPED AREA- RUBBER COATED STEEL STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 10" RING SEALS -� MINIMUM! ELEVATION DIFFERENCE ACROSS NA S� FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOU'1 CONCRETC CHANNEL TO B E F_ I_ TS 3/4 DIAMETER O CONTRIBUTING SEWER. A FILLETED INVERT FOR A SM00J TRANSITION OF FLOW BETWEEN' INLET & OUTLET PPE SHALL B STREET SURFACE OR NON -PAVED AREA V-0` MAX 2 0 12 MIN Ar 16" MAX -o, Ln °° a a .4 I 3'- 0" MIN VARIES I 12" PROVIDED. `— MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FCTHE SOIL CONDITIONS. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON- EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S FIG. S - I - A TD -21 (4) 1" (25mm) DIA HOLES 2 " DIA ON 32 3 4" (B34mm) DIA 27 1/2 BOLT CIRCLE. [699mm] 26 1/4- DIA �- [667mm] Fl W F� I— w J z I- w O I CONC. BASE H SLOPED TO FLOIN INEL 1/41' : V MIN BRANCH TIONS TO ]HOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN 1 1/2" [38mm] 7" j- [178mm] NTS FIG. S - I - B TD -23 24" DIA ' _ 26 7/16" DIA I 5/8" I^ [722mm] �'I [1 6mm] 36" DIA 0 26" O O [914m m] [660 mm 1 1/2- FRAME SECTION 13/16° [38mm] ua [20mm] 2" (51 mm) LETTERS (RECESSED FLUSH) 3 1/8" 1/2" �I 25mm] N [79mm] [13mm] S P` 3 13/16' 1 0 22 13/16" 2 1/8- [97mm] [579mm] [54mm 0 25" 1 3/8" [635mm] 0 11/16" [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA SEE ASSEMBLY CAM BOLT NEOPRENE GASKET DETAIL (2) WSHR 1/15 X 5/8 X 1 1/2 1800 RUBBER PART# D0981045 S (2) CORED 1 5/8" (2) BLT HEX 5/8 -11X3 1/2 SS E Yv PICKBARS [5mm 2400" [41 mm PART# 00981250 PLAN VIEW 1 1/8" (29mm) DIA BOSS [6mm [13mm] •63 DIA. STAINLESS STEEL ROD p�f WSHR 00981318 1'50 OD S5 PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NUT HX 5/8 -11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8 -11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)SPART# 001 3585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S -I -E TD -26 REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 U- LL FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL J > O ci 8/21/14 PER COUNTY COMMENTS DRH 5 Q O Q z � PER COUNTY COMMENTS DRH 6 10/30114 FOR APPROVAL Lij O� -00 Z w Q L6 ) Q 0 1< 0 J $ $ 030 01Q02 LL Q o z } " s w U p � CL 0ZOZ> B � 83 mrz0o' F- QO--�~ �w 0m0 =w U) < .f � 0 Tk Z F" P�4 C7 u� F W � W � h W W b PEE z O U , b* W w U U (•`" w REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 6/19/14 FOR APPROVAL DRH 3 8/14/14 FOR APPROVAL DRH 4 8/21/14 PER COUNTY COMMENTS DRH 5 10/01/14 PER COUNTY COMMENTS DRH 6 10/30114 FOR APPROVAL DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1- 800- 245-4848) (PA 1- 800.242 -1776) (VA 1- 800 -552- 7001) (MID 1-800-257-7T77) (DE 1- 800 -282 -8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13/13 SCALE: N/A CAD 1. D.: OD6 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATI ®N WEGMANS ]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 'p►1116"1 n OF V DANIEL R. HINES P .p Lic. No. 043176 10/30/14 `141 NA1 -��C� SHEET TITLE: WATER & SEWED UTILITY DETAILS SHEET NUMBER: SDP 2013 - 00012