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HomeMy WebLinkAboutSDP201500009 Plan - Approved Letter of Revision 1 2016-01-20O 10'� Flo- J S LL _ .6 >oa o>zw= o��i -°LErrERO. L --14 zjlON Z;4 I Rl v I' u tea �w ;�Li - 0 �w� E- C) 5� a o ~ C m0c~iJ'SOa ® w .1L. o � ® 0 Cc Q ted' a o(r F > N z rte, O ♦ 0 � 0- FSM 2 z 0 I- 0 0 z w ZB^J m 21 a F--ZY�J -, "� ~ m UO) U U = 71 AT 0" ��♦♦� m W Aft^g� "IHz 4 HF" w --5 71 Em ION W �;�) �i 4 o z lz®llU u T1 u 9P AV.14 k3Lw w� 0- ---w&mmw-b > ff I u w w REVISIONS p�+ REV DATE COMMENT BY TAX MAP PARCELS 1 7/16/15 PER COUNTY DRH CONTACT INFORMATION 1 % COMMENTS 0761 Y 1 1 00 00 002AO 2 8/27115 FOR APPROVAL DRH MINOR SITE PLAN 3 10(1(15 AMENDMENT 1 DRH REFERENCES 076M 1 0 O 0 0 0 O 2 B 0 SHEET INDEX 4 11/20/15 LETTER OF REVISION DRH ♦ BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: SHEET TITLE SHEET NUMBER 5 12/18/15 AMENDMENT II DRH "ALTAIACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC.-COVER 076M 1 0O OO ®O4A0PREPARED BY: KIRK HUGHES AND ASSOCIATES COVER. SHEET 1 LETTER OF REVISION PROJECT NUMBER: 97-159 6 117116 ACSA COMMENTS DRH GENERAL NOTES 2A -B DATED: MARCH 3, 1998 (REVISED JULY 8, 2003)07700-00-00-011 r OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN 3A *GEOTECHNICAL REPORT: CONSTRUCTION PHASING PLAN 4 "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID -ATLANTIC, LLC - OVERALL SITE PLAN 5 PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 LOCATION OF SITE .SITE PLAN 6C -6G, 6J *ZONING APPLICATION PLAN AMENDMENT: GRADfndG PLAN 7C -7G, 7J "ZMA #2009-001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVOW CENTER" PREPARED BY: BOHLER ENGINEERING NORTH OF I6d BETWEEN 1' UTILITY' PLAN 8C -J PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 WATERLINE PROFILES 9A -C (REVISED AUGUST 31, 2012) FLOODPLAIN SPECIAA L USE PERMIT: 5TH STREET AND AVON STREET EXTENDED SANITARY PROFILES AND COMPUTATIONS 10A "SPECIAL USE PERMIT- FLOODPLAIN FILL EXHIBIT" SANITARY PROFILES 10B THE FOLLOWING STATES REQUIRE NOTIFICATION BY PREPARED BY: BOHLER ENGINEERING EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO PROJECT NUMBER: V122001 DISTURB THE EARTH'S SURFACE ANYWHERE INTHE STATE. DATED: SEPTEMBER 21, 2012 SCOTTSVILLE MAGISTERIAL DISTRICT STORM ILES - (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (REVISED DECEMBER 14, 2012) STRUCTURE DETAILS AND COMPUTATIONS 11G (VA 1-800-552-70011) (MD 1-800-257-7777) (DE 1-800-282-8555) +CRITICAL SLOPES SPECIAL EXCEPTION: STORM COMPUTATIONS 12A -D "CRITICAL SLOPES EXHIBIT" ALBEMARLE CVIRGINIA NOT APPROVED FOR PREPARED BY: BOHLER ENGINEERING LANDSCAPE PLAN 13C -G PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 CONSTRUCTION LANDSCAPE DETAILS - 14A B � $ � ans �P � �49 - � / Q . s 15C -G PROJECT No.: vv ♦ WATER PROTECTION ORDINANCE: !! �' �;� ' °e LJGHTwIG PLAN V122001 r rQ LF °pays h o0 "WATER PROTECTION ORDINANCE -LANDFILL CAPPING PLAN" �� P'1F' � � � ' �� �� 4� q aQ°y. �Y � Poet' €DGE9D �'�t } DRAWN BY: JLP/CBC PREPARED BY: BOHLER ENGINEERING €'I2IN rp° ,. o v a° s o ST ED BY. PROJECT NUMBER: v122001 nt<� p°, l $ LIGHTING DETAILS CHECK DRH o . z o AyF J H S 2, YLRR 16 P DATED: DECEMBER 23, 2014 (REVISED FEBRUARY 6, 2015) o d enR� ♦ AS N S tioore e K �' � N. � ', ,' 17 DATE: 02/20/15 e•t 9 `l�goo °c . �L W STg o don Avenu FIRELAS+IE PLAN SCALE: NOTED a Y►EVV T o Park PUBLIC RECREATIONAL EXHIBIT CAD LD.: SD5•WATER PROTECTION ORDINANCE 18 G "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL �'� '� 1 �. • , Pt , s PREPARED BY: BOHLER ENGINEERING N ry`•Q°�Z� y y(( 4 `� �Q� °O OVERALL EROSION AND SEDIMENT CONTROL PHASE III 19 PROJECT: PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 a tANpIN FINAL AL S ITE '�! Q A�osE�Y 1 ilt' 9bbYse� �9�� cIR EROSION AND SEDIMENT CONTROL PHASt iIl 20C -G (REVISED APRIL 10, 2013) o W/i W �«� ti Squa a Q N °°ig '�(Q g was ��a��� :Sko ti�F on 'Y LL G Y ` ro !P" �' u ° ' `' APPROWED PROFFERS 21A -B ♦ WATER PROTECTION ORDINANCE: 04 "� c4 (s" ° °•eGe� ° y PLAN "WATER PROTECTION ORDINANCE - PHASE I FOR 5TH STREET STATION"00719 0 T e of PROFFER ANALYSIS 22 PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER. V122001 RETAINING WALL DETAILS 23®�$ DATED: NOVEMBER 26, 2013 (REVISED APRIL 17, 2014) UG CONSTRUCTION DETAILS 24A -B 1` E *WATER PROTECTION ORDINANCE: OUNTRY- , "WATER PROTECTION ORDINANCE PLAN - E&S PHASE II AND SWM/BMP DESIGN" RAINWAtTER HARVESTING DETAILS 24C STI STREET STATION OVERALL PREPARED BY:SOHLER ENGINEERING PROJECT NUMBER: V122001 ° 63 ra a _E y'y o Ay Jurlo Se urity Complee�' WATER,AND SEWER UTILITY DETAILS 25A -B PHASE Il DATED: DECEMBER 13, 2013 (REVISED MAY 19, 2014) .� Ta cfyOe 3 j �LL y� '�F ._ N ® altor o tarn #SITE PLAN - WEGMANS: "FINAL SITE PLAN 780 e q �` HIt.L wxNQenr� ,�.,� LOCATION OF SITE BY: O OTION -WEGMANS" a ER ENGINEERING �Q �.lrro Y S o .ti ° r<ww W K ; NORTH OF I-64 BETWEEN %4 PROJECT NUMBER: V122001 Mqy� a w �G �ho` a 5TH STREET AND DATED: OCTOBER 30, 2014 .ROAD IMPROVEMENT PLAN: `,� "• � ��° AVON STREET. EXTENDED N o� EIg�, SCOTTSVILLE MAGISTERIAL "ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION -SENT CREEK PARKWAY" n 4 sG v $� G R� �� APPROVALS DATE ALBEMARLE COUNTY VA PREPARED BY: BOHLER ENGINEERING � � Ta •� ;� � �, PROJECT NUMBER` V122001 n°Rm S„0 THW000 R11-1 Y I. S F.,$ DEPARTMENT OF COMMUNITY DEVELOP T DATED: NOVEMBER 26, 2013 (REVISED MAY 5, 2015)•S$ ��33`ie Lake PLANNER/ZONING------- s. GG ENA n „`"..�,„:;. •,y BOHLER ♦ ROAD IMPROVEMENT PLAN: E "ROAD IMPROVEMENT PLAN FOR FIFTH STREET AND BENT CREEK ROAD INTERSECTION" LOCATION ION MAP INSPECTIONS PREPARED BY: BOHLER ENGINEERING ARB E N GI N E E R I N G PROJECT NUMBER: V122001 COPYRIGHT ADC THE MAP PEOPLE DATED: APRIL 26, 2013 (REVISED JUNE 11, 2015) PERMIT USE: NO. 20602153-5 DEPARTMENT OF FIRE RESCUE SCALE: 1"=2000' ALBEMARLE COUNTY SERVICE AUTHORITY 28 BLACKWELL PARK LANE, SUITE 201 ♦ WETLANDS PERMIT: WARRE'.NTON, VIRGINIA 20186 VIRGINIA DEPARMENT OF TRANSPORTATION 'VIRGINIA WATER PROTECTION (VWP) GENERAL PERMIT NO. WP4" Phone: (540) 349-4500 *OWNERS: *APPLICANT: Fax: (540) 349-0321 VWP GENERAL PERMIT AUTHORIZATION NO. WP4-13-1602 HEALTH DEPARTMENT AUTHORIZATION EFFECTIVE DATE: DECEMBER 11, 2013 AVON HOLDINGS, LLC 5TH ST. STATION VENTURES, LLC AUTHORIZATION EXPIRATION DATE: DECEMBER 10, 2020 1209 NORTH ORANGE STREET 5B SOUTHWEST BROAD STREET www.BoblerEngineering.com PERMITTEE: S.J. COLLINS ENTERPRISES WILMINGTON, DE 19801 FAIRBURN, GA 30213 WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE (770)692-8300 DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. 5TH ST. STATION VENTURES, LLC: CONTACT: DANIELS. TUCKER APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINALpLTH p. GOVERNING AGENCIES 5B SOUTHWEST BROAD STREET VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. lj ... Y JL�JC�1� JL1�V AGENCIES Le FAIRBURN, GA 30213 ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT (770)692-8300 401 McINTIRE ROAD CONTACT: DANIELS. TUCKER .i CHARLOTTESVILLE, VA 22902 V DANIEL R. NINES TEL: (434) 296-5832 FAX: (434) 972-4126 Lic. No. 043176 PREPARED ID3V UTILITIES 1/7/16 �?k' ♦ ALBEMARLE COUNTY SERVICE AUTHORITYS�rJAl•�r'G 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 SHEET TITLE:'. E N G I N E E R I N G : COVERSHEET : 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 SHEET NUMBER Phone: (540) 349-4500 GENERAL NOTE Fax: (5140) 349-0321 (� „ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT d / /�/ / QHS b o Ml eren /y, con 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 v WRITING PMOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR WI COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN CONTACT: DAN I E L R . H I N E S , P.E. . FULLCONFORMANCE WITH OCAL RE ULATIONS AND C DES. - GEEN EIR L NOTES: CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: • "SURVEY - "ALTA/AGSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC", KIRK HUGHES AND ASSOCIATES, MARCH 3, 1998, (REVISED JULY 8, 2003). . "TOPO BASE KHA.DWG", FIELD UPDATED AND VERIFIED BY KIRK HUGHES AND ASSOCIATES, RECEIVED APRIL 23, 2013. • "GEOTECHNICAL REPORT - "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS", ECS MID -ATLANTIC, LLC, MARCH 29, 2013 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL ESE PLANS ARE COMPLETED. AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE 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,. SPECIIFICATIONS 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 IPLAN, 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 REQIUIRED 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 VIVORK 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 A\NY 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 SANE. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUICTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCIEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STA\TUTORY 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 REIPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FFOR 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 TIHE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THIE 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 INSURANICE (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 COVE -RAGE 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 REQUJIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CIONSTRUCTION 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 ENTIT"IES, 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 MEAWS 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 RIESPONSIBILITY 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 AI 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 CONTRACTFOR BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONIS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THIE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUIBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. GENERAL NOTE: T IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT JRK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T -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 CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 21.IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES; DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 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 1N STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR ANDPOR 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 AIND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GIEN]EIRAL DEMOLITION NfOlIT]ES o 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 MARCH 3, 1998 (REVISED JULY 8, 2003) PROJECT NUMBER: 97-159 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE [PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OIF 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 BOWLER 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 AIDA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTIRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY KuIODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL IFROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS O)F ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE-, BUT ARE NOT LIMITED TO THE FOLLOWING • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" [PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. . DOORWAYS MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE (CC/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 THEINTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GERNERAL 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 WORKSCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. . 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES_ 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MOIST 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 AIND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE, CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9, ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE INHERE 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, RULE=S, 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 E3Y 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 PERFORMANCIE 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 TIO 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% MINIMUMI 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 CONSTRUCTIONI 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 USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED, 28. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29.CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL, IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. REVISIONS REV DATE COMMENT LL I ---- 7/16/15 PER COUNTY COMMENTS DRH 2 LL R6 DRH 0 1011/15 MINOR SITE PLAN AMENDMENT 1 b a w =% 11/20/15 LETTER OF REVISION DRH 5 0<Z W= �2 DRH z�j �1 1/7/16 LETTER OF REVISION ACSA COMMENTS ,z(j0�d gg o0 u ozw�tL" LLI 0 _, a. 0 iraF- 5 n . 5$ 4iiIl 6 4 Q mO�>Oa 0 ® 3to F ♦****♦ g W r' U &a PQ � o � a a Lis ¢ u R l+y z r R ®♦ U (=D- 0 2ia� >- o w. .. 0ZY z> o0 [O jZpQ QOLL Lu F- JF- iN wz w m0=woO 0) QK00 ♦+**0 1_ 0 v 9 F" a s �w g z W � � E" i zCJ I# b a � F F W z� U - o 12 _' O �qw o wC O � o=w b � 2 > z U W . REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 1011/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH 6 1/7/16 LETTER OF REVISION ACSA COMMENTS DRH c= CD ,. e 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 1-8100-245-4848)(PA 1-800-242-1776) (VA 1-800-552-70011) (MD 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR 41 CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: SD5 PROJECT: FINAL SITE PLAIN FOR 5TH STIRE T STATI(I)IN OVE]RALL ]LDHASE-4 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA M 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 V DANIEL R.'HINES Tp °,.0 Lic. No. 043176 � O Aw { 117(16 , . �0 GG�(�` ` - L `., SHEET TITLE: GENEIRZAL ®TES SHEET NUMBER: 2A 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 CREEK #1 ES -1, 15" RCP AND BISCUIT RUN; A. C. S. A. ELSEWHERE.) N 73°'44'05" E INV = 377.20' #1 TOP = 383.89' #2 DI -3C (OLD), L = 8' S 7233'39" E IN = 378.0' L6 TOP = 381.52' 64.27' OUT = 377.7' S 35"27'54"E IN = 377.7' L8 S 13°'14'20" E 89.00' OUT = 377.6' #2 TOP = 376.02' L10 S 52"19'19" E 134.66' - IN - 368.2' # 3 DI -3B , L = 8' L12 OUT = 368.1' 131.15' TOP = 381.14' S 36°'30'32" E 88.07' L14 OUT = 378.1' #3 TOP = 379.53' S 48'14'41" E 97.16' L16 IN = 370.1' #4 ES -1, 15" RCP S 35°'42'05" E OUT = 369.8' L18 INV = 376.55' #4 TOP = 378.21' #5 DI -3B, L = 8' L20 IN = 371.7' 72.30' TOP = 383.23' S 41°'13'10" E OUT = 371.7' L22 OUT = 377.8' MOORES CREEK SS INTERCEPTOR (UPPER): #6 ES -1, 42" RCP #5 TOP = 6' 372.5 17.79' INV = 375.03' N 65'22'01" E IN = 362.2' L26 N 52'40'13" E 36.90' OUT = 362.0' #7 VAULT MANHOLE OVERHEAD WIRE 0 H ___._ -.....7- -------- ------------- -__---_---- TOP = 385.65' #6 TOP = 373.65' - - - - -C - -- -- 127" IN = 380.1' C IN = 363.4' - - - - - -- - 2-24" INS (FROM 8) = 376.8' OUT = 363.3' - --- ---- - S - -- - OUT = 376.5' #7 TOP = 385.05' #8 HEADWALL, L = 11' IN (FROM 7A) = 365.9' i O` 1 TOP = 380.55' STORM MANHOLE IN (FROM 8) = 364.1' wM INV (SO.) = 377.44' 0 OUT = 364.0' WATER VALVE INV (NO.) = 377.52' #7A (A.C.S.A.) TOP = 384.49' #9 15" HDPE OUTFALL : 2" IN = 373.8' INV = 376.46' TYPICAL END SECTION 8" DROP? IN (FROM SO.) = 370.0' HEADWALL OR ENDWALL �OR� 8" IN (FROM NO.) = 368.9' #10 DI -1 OUT = 368.8' TOP = 383.55' CLEAN OUT O OUT = 377.7' #8 TOP = 375.21' TELEPHONE MANHOLE \'J 115 6" IN = 366.2' #11 15" HDPE OUTFALL ELECTRIC PEDESTAL 30" IN = 364.8' a INV = 373.16' WELL OUT = 364.7' -{� �} Y TEST PIT #12 DI -1 #9 TOP = 372.99' 0 TOP = 382.25' 6" IN = 367.7' OUT = 373.9' a 30" IN - 365.0' OUT = 365.0' #13 15" RCP OUTFALL W < W� INV = 364.94' #10 TOP = 374.88' U 28" IN FROM #13 = 365.7' #14 DI -7 STANDPIPE 30" IN FROM #11 = 365.6' W U� TOP = 373.48' OUT = 365.6' U OUT = 370.5' #11 TOP = 376.05' #15 15" RCP OUTFALL 12?" IN FROM STUB? = 366.7' PH INV = 373.82' 30" IN FROM #12 = 365.9' OUT = 365.8' #16 DI -3B, L = 10' TOP = 383.88' #12 TOP = 379.74' IN = 379.8' 8" IN = 370.5' OUT = 379.7' C� 4"IN=371.4' W - i 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' TOP = 385.23' IN = 366.0' IN = 379.9' OUT = 365.9' OUT = 377.4' #14 TOP = 375.32' #19 ES -1, 15" RCP IN = ?' INV = 373.52' OUT = ?* *(LOCKED SHUT & BROKEN) #20 DI -3A TOP = 387.81' #15 TOP = 376.70' 1N = 380.5' IN = 367.6' OUT = 375.5' (VENT = 375.0') OUT = 367.4' #21A 4" PVC OUTFALL INV = 363.77' MOORES CREEK SS INTERCEPTOR (LOWER): #16 TOP = 371.53' #21B 4" PVC OUTFALL IN = 361.0' INV = 363.54' OUT = 360.7' #22 ES -1, 24" RCP #17 TOP = 370.32' INV = 363.84' IN = 359.9' OUT = 359.6' #23 DI -12C, L = 4' TOP = 377.92' #18 TOP = 370.23' OUT = 365.6' 30" IN = 359.4' 87" IN (FROM NO.) = 361.5' #24 15" CMP OUTFALL 8?" STUB IN (FROM SO.) = 361.2' INV = 368.49' OUT = 359.3' #25 15" CMP #19 TOP = 370.02' INV = 369.07' IN = 358.6' OUT = 358.4' #26 15" CMP OUTFALL INV = 369.66' #20 TOP = 368.86' 30" IN = 357.0' #27 15" CMP 15" STUB IN = 358.3' INV = 369.75' OUT = 357.0' #28 12" CMP OUTFALL #21 TOP = 366.63' INV = 374.92' 30" IN = 356.2' 8" IN = 361.6' #29 12" CMP 8" DROP? IN = 357.6' INV = 375' OUT = 355.7' #22 TOP = 365.18' IN = 354.7' OUT = 354.2' SURVEY NOTES 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 ILS SHALL BE INSTALLED AT HAZARDOUSLOCATIONS AS DESIGNATED ED 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 BIASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 21B AGGREGATE IS USED, UD -4 UNDERDRAINS MUST BE PROVIDED. 12. A 4" (MIN.) LAYER OF STONE IS REQUIRED BENEATH CURB AND GUTTER (MAY BE SHOWN ON TYPICAL SECTION IN LIEU OF A NOTE). 13. ADDITIONAL DITCH LININGS OR SILTATION AND EROSION CONTROL MEASURES SHALL BE PROVIDED, AT THE DEVELOPER'S EXPENSE, AS DETERMINED NECESSARY BY VDOT AND/OR THE COUNTY/TOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE DEVELOPER, 14. THE ENTIRE SURFACE OF THE ROADWAY (OLD AND NEW PORTIONS) SHALL BE OVERLAID AND RE -STRIPED AS REQUIRED BY VDOT PERSONNEL. OVERLAY OF EXISTING PAVEMENT SHALL BE MINIMUM OF 1.25" DEPTH; ANY COSTS ASSOCIATED WITH PAVEMENT OVERLAY, OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED BY THE DEVELOPER. 15. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY AS A RESULT OF DEVELOPMENT OF THIS SITE. 16. ALL RIGHT OF WAY DEDICATED TO PUBLIC USE SHALL BE CLEAR AND UNENCUMBERED. 17. THE COUNTY/TOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN THE RIGHT OF WAY THAT DO NOT QUALIFY FOR VDOT MAINTENANCE, 18. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS, SUCH AS MULTIWAY STOPS, SPEED LIMITS, WATCH FOR CHILDREN, PEDESTRIAN TRAFFIC ETC., SHALL NOT BE INSTALLED UNLESS SPECIFICALLY SHOWN ON THESE PLANS OR A VDOT APPROVED PLAN REVISION. SPEED STUDY CERTIFIED BY PROFESSIONAL ENGINEER SHOULD BE SUBMITTED FOR VDOT APPROVAL PRIOR TO THE STREET ACCEPTANCE FOR ANY ROAD TO BE POSTED OTHER THAN THE STATUTORY SPEED LIMIT. SHOULD UNAPPROVED SIGNS BE NOTED AT THE TIME OF VDOT INSPECTION, THE ROAD ACCEPTANCE PROCESS SHALL BE TERMINATED IMMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIIGATION 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. LITE TABLE: NUMBER DIRECTION DISTANCE L1 S 25°45'15" E 45.00' L2 N 5652'33" E 56.84' L3 N 73°'44'05" E 70.94' L4 S 85°'45'33" E 141.07' L5 S 7233'39" 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 34'50'23" 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 60'47'53" E 65.32' L19 S 70'36'05" E 107.58' L20 S 49°'49'34" E 72.30' L21 S 41°'13'10" E 65.11' L22 S 87'23'59" E 58.48' L23 S 43'13'50" E 25.59' L24 S 84'32'05" E 17.79' L25 N 65'22'01" E 65.58' L26 N 52'40'13" E 36.90' 1. SURVEY PREPARED FOR: 5TH STREET STATION, LLC. 2. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 3. THE LOCATIONS OF UNDERGROUND UTILITIES, AND ANY EASEMENTS OVER THEM, ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO DIGGING, TEST BORING, OR UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. LACKING PRECISE LOCATIONS OF THE UNDERGROUND UTILITIES THIS SURVEYOR CANNOT CERTIFY TO ANY ENCROACHMENTS, OR LACK THEREOF, INTO EASEMENTS THAT ARE CENTERED ON UNDERGROUND UTILITIES AND ARE NOT OTHERWISE REFERENCED TO SURFACE FEATURES OR PROPERTY LINES. 4. AERIAL TOPOGRAPHY PREPARED BY: VIRGINIA RESOURCE MAPPING 210 N 21ST, UNIT A PURCELLVILLE, VA 20132 PHOTOGRAPHY DATE: DECEMBER 2002 5. OVERLAP AREA CONTAINING 1,250 SQ, FT. AND SHOWN AS BEING A PORTION OF PARCEL 2A ON A PLAT OF HUFFMAN-FOSTER & ASSOCIATES AND RECORDED IN CO. D.B. 464, PG. 45 AND ALSO SHOWN AS BEING A PORTION OF THE PROPERTY ON A PLAT OF O. R. RANDOLPH RECORDED IN CO. D.B. 257, PG. 47, PLAT. 6. BOUNDARY SURVEYS PERFORMED IN JANUARY 2003 AND FIELD VERIFIED IN AUGUST 2012. UTILITY SURVEYS PERFORMED IN AUGUST 2003 AND APRIL 2013. GENERAL 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 II FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. NUMBER DIRECTION DISTANCE L27 N 63°47'21" E 103.27' L28 N 48°51'09" E 117.87' L29 N 7221'31" E 40.36' L30 N 62°10'58" E 62.92' L31 N 34°23'58" E 40.98' L32 N 59°24'00" E 43.08' L33 N 45°01'13" E 68.60' L34 N 75°43'43" E 25.27' L35 S 6714'58" E 54.07' L36 S 80°20'49" E 42.45' L37 N 70°28'28" E 60.94' L38 S 41°13'10" E 42.28' L39 S 8217'53" E 75.19' L40 j N 51-34'57" E 90.10' L41 N 29°55'52" E 94.32' L42 N 6328'27" E 68.44' L43 N 43°23'57" E 83.99' L44 N 10°40'38" E 78.62' L45 N 35°00'11" E 151.39' L46 N 18°51'49" E 133.94' L47 N 30°37'56" E 135.46' L48 N 72°56'38" E 66.81' L49 N 5514'43" E 129.56' L50 N 57°39'54" E 20.00' L51 N 39°57'32" E 88.99' L52 N 67°17'05" E 19.76' PROPOSED EASEMENT LEGEND 3,782,315 SF SI IM - SIGHT DISTANCE I - STORM DRAIN SI S BENT CREEK PARKWAY (ROW) SANITARY SEWER I PARK AND RIDE AREA WATER PA IM - PUBLIC ACCESS IM PHASE II PLAN COMMON SHARED IE I TOTAL INGRESS -EGRESS PS IM OPEN SPACE REMAINING PUBLIC UTILITY VA - VARIABLE WIDTH S f�l IM (BOTH RIGHT-OF-WAY AREAS ABOVE ARE STORMWATER FACILITY MANAGEMENT OPEN SPACE CALCULATIONS OVERALL SITE 3,782,315 SF 86.83 AC REQUIRED OPEN SPACE (25%) 945,579 SF 21.71 AC NON -OPEN SPACE AREAS ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9/12/12) - - BENT CREEK PARKWAY (ROW) 332,896 SF 7.64 AC PARK AND RIDE AREA 14,571 SF 0.33 AC WEGMANS SITE PLAN 633,198 SF 14.54 AC PHASE II PLAN 1,017,561 SF 23.36 AC TOTAL 1,998,226 SF 45.87 AC OPEN SPACE REMAINING 2,801,650 SF 40.96 AC (47%) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SINCE PLANTS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM ORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE GENERAL CONSTRUCTION NOTES) 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS, 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FiIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONIS 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 R(URAL 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 STAkNDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FFILL 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 SEWEJIDX CONL?ITIONS-. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK, 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR /ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ZONING AND SITE TABULATIONS PARCEL: 076M1-00-00-00280, 076M1 -00-00-004A0, 076M1 -00-00-002A0 & 07700-00-00-011E0 ZONING AND OVERLAY DISTRICTS: PLANNED DEVELOPMENT - SHOPPING CENTERS (PD -SC) PROPOSED NOTE ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) ASSOCIATED PLANS: ZONING MAP AMENDMENT - ZMA200900001 (APPROVED 9/12/12) - - PARKING STRUCTURE SPECIAL USE PERMIT - SP01000003 (APPROVED 9/12112) - - CRITICAL SLOPES SPECIAL EXCEPTION (APPROVED 9/12/12) EASEMENT LINE PROFFER STATEMENT DATED 09-04-12 (APPROVED 9/12/12) ------- FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED 3/13/13) ._`____`_ FINAL SITE PLAN - WEGMANS - SDP201300065 (APPROVED 10/30/14) MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT PROPOSED USE: SHOPPING CENTER TOTAL SITE AREA: 86.90 ACRES LANDFILL PARCEL AREA: 21.17 ACRES RIGHT-OF-WAY DEDICATION: 211,655 SF - 4.86 ACRES (APPROXIMATE) RIGHT-OF-WAY RESERVATION: 121,241 SF � 2.78 ACRES (APPROXIMATE) (BOTH RIGHT-OF-WAY AREAS ABOVE ARE PROPOSED WITH BENT CREEK PARKWAY ROAD IMPROVEMENT PLAN) PROPOSED IMPERVIOUS COVER: v - OVERALL DEVELOPMENT AREA: 37.90 AC (EXCLUDING ROW) LANDSCAPE PLAN REQUIRED: YES TOTAL BUILDING FLOOR AREA: O WEGMANS: 140,000 SF PHASE 11: 328,625 SF OVERALL DEVELOPMENT: 468,625 SF PARKING SUMMARY TYPICAL SIGN OVERALL REQUIRED (4.5SPACES/ 1000SF): 2109 SPACES WEGMANS PROVIDED: 801 SPACES PHASE II PROVIDED: 1362 SPACES OVERALL TOTAL: 2163 SPACES STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET NOT TO SCALE EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE _ ONSITE PROPERTY LINE / R.O.W. LINE i - - NEIGHBORING PROPERTY LINE I INTERIOR PARCEL LINE - - POINT OF VERTICAL EASEMENT LINE DECORATIVE ------- SETBACK LINE ._`____`_ BUILDING R CONCRETE CURB & GUTTER CURB AND GUTTER BUILDING SPILL CURB I TRANSITION CURB BM DEPRESSED CURB AND GUTTER -- REINFORCED CONCRETE PIPE BRL UTILITY POLE WITH LIGHT -------- =-� POLE LIGHT v - WALL TRAFFIC LIGHT CF O UTILITY POLE O CL TYPICAL LIGHT S SLOPE ACORN LIGHT CORRUGATED -------- TYPICAL SIGN METAL PIPE PARKING COUNTS GRT CONN - -170- - -_--_ _169------------ CONTOUR LINE 19O 187 7c 5164 OR 5164 SPOT ELEVATIONS C516.00 TC 516.00 BC 515.55 P4 SANITARY LABEL SAN 4 --1 STORM LABEL Q ---------- --- SL----------------------------------- SANITARY SEWER LATERAL SL ----- -------- _------- w._ ------ ------ ---_-.--.- UNDERGROUND WATER LINE W UNDERGROUND ELECTRIC LINE E _ UNDERGROUND GAS LINE G ---------------- .---------------{?II OVERHEAD WIRE 0 H ___._ -.....7- -------- ------------- -__---_---- UNDERGROUND TELEPHONE LINE T o0 - - - - -C - -- -- UNDERGROUND CABLE LINE C - - - - - -- - STORM SEWER z - --- ---- - S - -- - SANITARY SEWER MAIN S a �� HYDRANT *00 SANITARY MANHOLE i O` 1 ( �; l STORM MANHOLE r` 0,� wM WATER METER 0 WV r WATER VALVE • GAS VALVE : GAS METER TYPICAL END SECTION HEADWALL OR ENDWALL �OR� IN -' YARD INLET O CURB INLET O CLEAN OUT O ELECTRIC MANHOLE O 1 TELEPHONE MANHOLE \'J 115 ELECTRIC BOX EB ;I p ELECTRIC PEDESTAL EP a AMONITORING WELL -{� �} Y TEST PIT BENCHMARK BORING 0 STANDARD ABBREVIATIONS FOR ENTIRE PLAN SET AC ACRES POG POINT OF GRADE ADA AMERICANS WITH PROP PROPOSED DISABILITY ACT ARCH ARCHITECTURAL PT POINT OF TANGENCY BC BOTTOM OF CURB PTCR POINT OF TANGENCY, CURB RETURN BF BASEMENT FLOOR PVC POLYVINYL CHLORIDE PIPE BK BLOCK PVI POINT OF VERTICAL CPP CORRUGATED PLASTIC PIPE STM INTERSECTION BL BASELINE PVT POINT OF VERTICAL DEC DECORATIVE TBR TANGENCY BLDG BUILDING R RADIUS DIP BUILDING TC TOP OF CURB BM BENCHMARK RCP REINFORCED CONCRETE PIPE BRL BUILDING RET RETAINING WALL RESTRICTION LINE WALL CF CUBIC FEET R/W RIGHT OF WAY CL CENTERLINE S SLOPE CMP CORRUGATED SAN SANITARY SEWER METAL PIPE O GRT CONN CONNECTION SF SQUARE FEET CONC CONCRETE STA STATION CPP CORRUGATED PLASTIC PIPE STM STORM CY CUBIC YARDS S/W SIDEWALK DEC DECORATIVE TBR TO BE REMOVED DEP DEPRESSED TBRL TO BE RELOCATED DIP DUCTILE IRON PIPE TC TOP OF CURB DOM I DOMESTIC I TELE I TELEPHONE ELEC I ELECTRIC I TPF I TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT I TYP TYPICAL ES I EDGE OF SHOULDER I UG J UNDERGROUND EW END WALL UP UTILITY POLE EX EXISTING W WIDE LF FLARED END LOC LIMITS OF CLEARING FES SECTION W/L WATER LINE FF FINISHED FLOOR W/M WATER METER FH FIRE HYDRANT ± PLUS OR MINUS FG FINISHED GRADE 1/7/16 DEGREE G GRADE O DIAMETER GARAGE FLOOR (AT QQ GF DOOR) # NUMBER GH GRADE HIGHER SIDE OF WALL GL GRADE LOWER SIDE OF WALL O GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE 0& HP I HIGH POINT HOR HORIZONTAL HW HEADWALL INT INTERSECTION INV INVERT LF LINEAR FOOT LOC LIMITS OF CLEARING LOD LIMITS OF DISTURBANCE LOS LINE OF SIGHT LP LOW POINT L/S LANDSCAPE MAX I MAXIMUM MIN I MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE LU JQ POINT OF PCCR COMPOUND 10/1/15 CURVATURE,CURB QQa RETURN PI POINT OF INTERSECTION REVISIONS REV DATE COMMENT J 0 S 7/16/15 PER COUNTY COMMENTS DRH 2 LU JQ S� DRH Thy 10/1/15 MINOR SITE PLAN AMENDMENT QQa =W 11/20/15 LETTER OF REVISION DRH 5 ma AMENDMENT II DRH 6 1/7/16 LETTER OF REVISION ACSA COMMENTS o�>Gw= oa �w QQ �J LU OJLLl ¢m Q o= (.y O F mFU) v�}sLLd o �w ♦����♦ 0& P4 Cc) 1 a� w Quo: Q if z [�] ®� w O 2ia� w �o p z� :< o0 z> ww z m> z 0� LL Lu F a �� QOY JI- 0 COO T w W < 0� 0 0 Z 0 z �z 72 W a W 0 W G uo a 0 W < W� U ow W U� U �w PH C� W - i REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8127/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH 6 1/7/16 LETTER OF REVISION ACSA COMMENTS 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) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: SD5 PROJECT: ENTAL SITE PLAN FOR 5TH STIREET STATION OVEIRALL CHASE 11 ILOICATION OF SITE NORTH OF 1-64 BETWEEN 5T'H STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER Ei,NGINEERING 28 BLACKW ELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www_ Bn►hhmrF_nnin m mrinn GENEIRAL NOTES SHEET NUMBER: 21B 25. F'KUF'UStU LIVING Kt IHIIVIIVC� VVHLL JI-IUVVIV I'VI-[ Jl.t1CIVIHI Il. LVI.HI IVIV ONLY. FINAL DESIGN TO BE PROVIDED BY STRUCTURAL ENGINEER. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. IF REVISIONS REV DATE COMMENT u 0 7/16/15 PER COUNTY COMMENTS DRH 2 W sLL o z DRH sj� 10/1/15 MINOR SITE PLAN AMENDMENTI Q¢a W 11/20/15 LETTER OF REVISION DRH 5 o<zm¢ LU z DRH 6 uLLI LETTER OF REVISION ACSA COMMENTS 02>ODa ¢m OZw AC) �wa�g 0- ~ ®� m0(~n'SOd j-0Fil �T� �i ® U LL LLO Q Q a �R a z z r s W O♦ V =O �aJ =8 o0 pZ��z> z {/�JJ F Q O _I F- w Z)mz<z O JO=w mm o a)QafUU 'ao W yyWh CFS P4 S2 O L ✓ey W c9 U Q Z 4d L4 Q m O u — IF REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH 6 1/7/16 LETTER OF REVISION ACSA COMMENTS 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) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: SP5 PROJECT: FINAL SITE PLAN FOR STATION OVILEIRLALL PHASI.E. II ]LOBATION OF BITE NORTH OF 1-64 BETWEEN 5TIH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMIARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Far. /5A(113AQ-Oq')1 u� SITE PLAN STC 423.001 ! -\ 23 E A 419.35 IN \y` \ `' E�` ' \ \ f s aw 4. 0 I C 423.00 i\ 42 3 STM , ! D-36 ', E a v \ R w : "Ni .a. :-_.. V ;,. ,>. <: C 422.96 , t f \ \ - 1, EPIRA J C 424.70 4 4 C42 7 `\ 0.35 i 420.4 ��`. i't \ s ! t 4 a GASH t• I `'\A ` 'yi \t `A E E •a t as i S \ y f . , ..:::, 2SAN,\ :x 3 � Y � --�-4 - - 5 4 5 424.30 j , , ,< ••,, � :....... `^•.,, j I :. )."',b 4 5.25...x;_..:-_:....-._. .�.:.......:.....:.: � __- _� �_ '-- _.4'16. .St�•'EI 1 _ 5 r 11y/ ti a i .I-: E T 4 .55 4 4 ,:_._e _c .. �_. -___ m._ �5. 425.55- - \ .p 425.4 .: 424 AW , __ _ - _ .. _a... ___ _-..__ _ 421.53 : __-------- ---'-• C 425.45 421'i--�---r;------f- - _~ ---- --_ .•.x •,� ")- !1 r;(:• -- - 5.45 _____ C C4 75 `'E ' .45 `" I: +\ - v ----- -- - --- .a... � ----------------- , { 4 425.00 C 424.00 C 16 " 422 OQ ' • f/ \ ! \ f l NNIN / IN i.. ! ` f \� ,. c� 4 b::w IN `"" ,\^" . ! ,zJ IN !`^, •'.. l.i""`\`" w 3�' ! \ i`c'y"'°\ .. ice✓ w\ IN IN N. N�l 11 IN fik `-t\ t'L "1`\4 `\` `'w\1 � ``\ !'•` \ \'t y!`\4 \tai `"\ ` MPROVEMENTS PROPOSED WITH is 420.11 �., �°' �, '`i , ��Y \ '\ "ROAD IMPROVEMENT PLAN FOR FIFTH STREET STATION - BENT CREEK PARKWAY," COORDINATED WITH ALBEMARLElCOUNTY FOR APPROVAL. NL IN \ ` \ \\ 4wI`. \ , \ TCH EX./ ��j i a A \ a 21.02 % a� " ---------,.._-_-. ... .._............ ..---------------------w-- ------ r4 3 r� if 6fi I i � �\ / �'`� , \ � � �. ''y `n `m� • � C I `a --� `---._ C 425 75 `...,,TC 425.60 C 4 I. ;-' C 425.60 2 5 ' -a, C 42 6 t ' 6P y + 4S rr - - - ....._ 3. -- - -- -' C 428.40 -T _a �- �r 6€ 4 4Y f 6S i 42< :......::....:............... f7 ; s I� C 425.60 _ 2 i t1 ---------- - ------ ---- -----~ `� �a ._T_C42260`' -- ``-'---r_:r••-`�•= 0 -- V*p, \ i .A W" P C.,.... TC 426 30 __IN,ST:• i _. I% a , . a: k .;:........- C 426.30 C 426.30 5 ,: ` ° a � .. __ U __ _____ k ,/�`-„ .. ,,.. ,.:.. .. 26.40 � c° y- ,,f' �. � •� a`� \ a i -4�1 .<. - : .. - ,•>a . , o° •: ---- --- - - ----- --�_ °' C 421.80 /a \ \ 418 :k.. i .<1... '<.J' �y_.....:..... C ,� STM � e. AL9 t ,i 4 a a « n f 41 a a s 0 i ° p 42 .10 k. a : : a . x roar -. v: . a .. n - - t r 4 b a x, a "a... -f� �Y PRO ''Y kx .. s s °.f. .� 4.. 0a P.RO=*. .. .a . r ...... .. t a- .. s .. a is 8` b C 428.00 sa a 4 .9 \ 428.23 M .: ° � �. tea.., a.. _ .. ...:.. a -.a ,,: , . a . ..t Rr d G-. i 3 i f a a .. P� �F �� - {L..� . , a . . _ ! i I . _� I - � ... {. :fid' 4.»' .. °' : '. r '.. s • ; - - t . p4�^ ' M � 4., «, r-.� o ... �':fin .. / Ci3fe�rV.11t. i� _ .'� ... -E J �` \. , _ \ , ,i r Il�. REVISIONS REV J COMMENT BY 1 LL W S o a DRH 2 QQa S DRH 3 p Zia �z DRH 4 11/20/15 LETTER OF REVISION w�zzzgW 5 12/18/15 o0 C,) 6 LLT p a m DRH �LQI o ® mFO- E�n�0 W W ������ C) o 2 a yO U O cS < J O Q J f= O z � zOO Q W [0 }Z ZOJH aSJ t w� m Z Q Z Q U r m U 4 � z W M�}•I ��u p ® z v U w W ZO <2 u P4 z ow oc� b off u W REVISIONS REV DATE COMMENT BY 1 7116/15 PER CO LINTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH 6 1/7/16 LETTER OF REVISION ACSA COMMENTS 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 11-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MID1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT NO.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: GP5 PROJECT: FINAL SINCE PLAN FOR 5TH STREET STATION OVERALL PHASE Il ]LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA • i I' 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 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 L=OPE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN � FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. O�� GRADII°aTG PLAN SHEET NUMBER: 7G 1 o4' f F F \ G -' SAN @TM �: ` ♦ �� / --- --15" RCP S 20 0 ,� `. ♦ �%, f �, f/: i i Fp i -- - -- S') Cl Q D-9 15" RCP CD GAS�- �— N MPROVEMENTS PROPOSED WITH itcc= "ROAD IMPROVEMENT PLAN FOR FIFTI STREET STATION - BENT CREEK PARKWAY\ WITH ALBEMA LE COOUNDTIY FOR APPROVAL. d )s , it SAN SAN PROP. 12"X8" TEE17 ♦'3" PROP.' 3+00 13+50 \ C'x 2-12"GV PULL I `�S------_ 14+00 \ �! 1 _8 GV14+50 M18 BOX t! I $� S 15+00W __ i ° � S 15+5016+00 —& 16+30 9 J a ---: ----------- ---------------- PROP. 8"X6" TEE 4 , 1 +84.67 W it 1 ROP. FH ` STM b G G G G G G G s � G ✓� a ` I I _... . . .. .. : ° . R . aF , p,a' :. .. a .. e " :. a + r. ,a -, «-.. Y" ° a _. ..... .. a •. '. .. g �"b A G� G G � .y STM 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 REGULATIONS AND CODES. 44 N 3890560 55V 1�NA 900,zf BOX 016W F _RIDIOt FAT L5 . ' ENOWALL TOP = 379.49' INV 6" = 371,52' INV 9 = 371.26' `i NV A - 371.18' X853 04 9222ACRES ZONED PIS -SC ` USE. STORAGE WAREHOUSE N 38905 NEW ERA PR OPERTIES LLC sg, 2 D.B. 26614i%(Co.)95 f�� r286 9 ) D. B. Pg 166PLA T (Co.) A`f Y S 89°25'3 ...Y 40 20 10 0 40 use NOTES: i I,=40' 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING SANITARY AND STORM STRUCTURE INVERTS AND RIMS. 3. MINIMUM PROPOSED PIPE DIAMETER FOR ALL (PUBLIC STORM SEWER SHALL BE 15 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. 5. WATERLINE SECTIONS WITH LESS THAN 36" OF COVER FROM THE PROPOSED GRADE, OR CROSSINGS WITH STORM PIPE WITH LESS THAN 12" OF VERTICAL SEPARATION SHALL BE INSULATED. PROPOSED EASEMENT LEGEND REV �0 a COMMENT ZFx ! // irir2 STORM DRAIN I 2 •.,. �.� .�----�..a�--�. .. 101 111 X853 04 9222ACRES ZONED PIS -SC ` USE. STORAGE WAREHOUSE N 38905 NEW ERA PR OPERTIES LLC sg, 2 D.B. 26614i%(Co.)95 f�� r286 9 ) D. B. Pg 166PLA T (Co.) A`f Y S 89°25'3 ...Y 40 20 10 0 40 use NOTES: i I,=40' 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 2B FOR EXISTING SANITARY AND STORM STRUCTURE INVERTS AND RIMS. 3. MINIMUM PROPOSED PIPE DIAMETER FOR ALL (PUBLIC STORM SEWER SHALL BE 15 4. GAS SERVICE SHALL BE INSTALLED BY CHARLOTTESVILLE GAS. 5. WATERLINE SECTIONS WITH LESS THAN 36" OF COVER FROM THE PROPOSED GRADE, OR CROSSINGS WITH STORM PIPE WITH LESS THAN 12" OF VERTICAL SEPARATION SHALL BE INSULATED. PROPOSED EASEMENT LEGEND REV SI IM COMMENT SIGHT DISTANCE T fM — STORM DRAIN I 2 SANITARY SEWER lM DRH WATER PA IM MINOR SITE PLAN AMENDMENT PUBLIC ACCESS IM 11/20/15 COMMON SHARED IEINGRESS-EGRESS IM 5 �a Pl1 IM DRH PUBLIC UTILITY VA LETTER OF REVISION ACSA COMMENTS VARIABLE WIDTH S STORMWATER FACILITY I _ MANAGEMENT ■ RF -VISIONS REV DATE COMMENT BY 0 7/16/15 PER COUNTY COMMENTS DRH 2 L w J s 09 DRH Tk 10/1/15 MINOR SITE PLAN AMENDMENT Q¢a 4 11/20/15 LETTER OF REVISION DRH 5 �a AMENDMENT II DRH 6 1/7!16 LETTER OF REVISION ACSA COMMENTS DRH �z�zLLj�a b � 5 Fy Z O � Lwj ao= I–cn� omo�a � © gw W wR ♦����♦ 3 2 -¢ o d }� = z o5 Lu 0 CL .8 !�1u �>O�Qoo °ZY z> m} Z O wo a y LL zOJLL'�- W� Dmz¢z �O=w mOQ�UU �m z I� rw P4 z � �, z z 5 F % W W H 'u" CW9 � b <n e!2 O ® U �g z U �Y u �a 0 24 ti W I z i O g Q gm z v W RF -VISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH 6 1/7!16 LETTER OF REVISION ACSA COMMENTS DRH 0 s:. 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 11-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) Q NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD LD.: UP5 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTT!SVILLE MAGISTERIAL ALBEMtIARLE COUNTY, VA BOHLER ]ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com SHEET TITLE: UTILITY PLAN SHEET NUMBER: 8Cf 430 420 410 400 390 I = I PROR GRADE LJL w I i DRH o O I LLY JQ C6 0 j PROF. 8" CLASS 52 Tk V 10/1/15 MINOR SITE PLAN AMENDMENT1 <C¢a j DIP A- D \ LETTER OF REVISION DRH I I I i I AMENDMENT II DRH 6 r X. GRADE 02 -0 PROP. 98% CCkMPACT FILL \ (SEE GEOTECHNICAL I (, REPORT) I Z s Q i _7 W WOJW_jp a F- W UJ i H J ooWao= i J Z <u - I c) W Z - W = Lu I >Z W £ O o O o O 0 W _ � 0 j TP + \ i °? co II W H 3f o I O. U i TP .28 ILL i p z�z> 9 \ z co> z0o F ZO LL a^A \ IL OmOiw a-2 vv w� 12 I� I N \ L) w s EX. GRADE z z W N PROR GRADE C5� U tk� W W W z b 4 - i cc C7 x N o K �a 0 o EX. GRADE 416.04' I I I d IPROP.'; TOP STM 414.90' GRADE O \~` ti � � i BTM WTR 414.62' I -- w O CLEAR: _ U �d F w 02 f f f - _ _ -_ --- ------- - - - - - ----- U w CLEAR: 0.79' PROP. 8" CLASS 52 f ....::::...::::.. . DIP W/L E I > BTM WTR 411.98' o C6 0 TOP STM 410.53' l CLEAR: 1.45' p BTM WTR 414.20' _ I TOP STM 413.26' W 0 0 W/L SEOTION X - CLEAR: 0.94' M o TO BEI SULATED N -- I - -- - - - - BTM WTR 411.47' \ I ---------- BTM WTR 412.35' Id M �p TOP STM 411.08' • I € �a l f::: f > , PROP. GRADE _ l co N rn v W/L SECTION TO BE INSU I ATED I f f ......:. :. ... l za z X BTM WTR 419.29' CL W _ #uj X J N t= co _, I TOP STM 419.79 I co M 3 7PROP. l .. W/L SECTION TO BE INSULATED z cn J? ¢N Lu r` d M a- d - } O I CLEAR: 0.50' BTM WTR STM 419.04' 418.54' 8" CUSS 52 LL J BTM WTR 418.26' ' f ` �d ZZ Z J J o o I W/L SECTION TO BE INSULATED > ` PROP. 8 -CLASS 52 Z W—._- 0 I TOP 4 I DIP W/L 8 ------ ------ —---- -------------- TOP STM 417.76' _ / li /:..:: ffl (h o o I O 0 0 DIP W/L z z I CLEAR: 0.50' I U X � CLEAR: 0.50' I` 3 N X N I i f: %� M W O J_ X W � a W W W Lu 2 W W W W W F- (n W W W W D Z LU Z W Q W J _ W 2 Cn. O W F N Lu Lu ¢ F- Of F- ~ FW-- ¢ F- W W <C I F- F- H (n ¢ LLu u w = W ¢ t- u) I� W i� 7 i f f: /.: f XX.f,. 3 f .: O LU t=> t _ _ W V (O (o > � = > N (D 3 d' > N � Imo. W O V _ _ _ _ (V 00 O (o CO '� V r CO W O V � CO O(} O� tt�a. i 1 [L X 01 �: >co �_ t`a.X Nax�X�a MC) !v O a Q1aX�X (Oa`� Ma.X� Oa.00 a. r0� O t(�d� i Eos ..... ....::f ................ .::: .:. ff .: OEo;t "f C" ' To LL Oco`v t +a- a r0`r I`- OEov� O� OooZo O > co O`r �az n �� �a� �� BTM WTR 414.97 off? r'a� (2 yv I TOP STM 414.29' BTM WTR 414.3 ' c� z CLEAR: 0.68' TOP STM 413.5 I j I CLEAR: 0.7 ' X CIOi 0 I f I I I i • i i ------ ..__..._.. ._»_..-......-.may. 3 { i _ _ - -- - - - - - - - -- - - ------- —--------- ; _. .._.... - _. _ _ _ -- -- .._;_.._ _ 3 _ . - _ • - -- - - - - _ I ! _ EX. GRADE - - I PROP, 98% COMPAC' I i I i I (SEE GEOTECH JICAL Z I j I I i I REPORT)Lu I W I i >O i i a I s ' O J CL I ' Lu I $ !!! 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X U' V Ur CV O X X + O V d- N M N (9 Ur i.7 t(� _ N I M X + N Ur d F- t[7 W W +O> +aooJcoLL +O> Q-' z � O +Ooo�o 2' Z i O Q' I Cp �-' i i � I-.. > + W Q` o� iii + + M �` r M i � O � i i �' > > i O �-' + O� N� +aoavin�OoJ��W N r i i N�> r I.�+i�- N i � o�cq W d' F- 10 tfJ r r.C) a. — (CJ r r t(7 d ( (f") a r a tC) Z (C) a. — t4-) .- S � tC> a. � tCJ Z d — Z$ O a- I (.o d r co a. � .- (o fi .- -to W Z (ND — GNO .-- (0 II r- N F- 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 PROPOSED WATERLINE B PROFILE SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL LSIi' 420 410 400 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 REGULATIONS AND CODES 430 420 410 400 390 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PID n1DnC1117 Til AA7 A �Pl D T TNT117 1P DD nIrTT 'U SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 4330 420 4110 40)0 420 410 400 390 i _ TP pill I DATE PROR GRADE LJL w 7/16/15 i DRH o O I LLY JQ C6 0 j PROF. 8" CLASS 52 Tk V 10/1/15 MINOR SITE PLAN AMENDMENT1 <C¢a j DIP A- D \ LETTER OF REVISION DRH I I I i I AMENDMENT II DRH 6 r X. GRADE 02 -0 PROP. 98% CCkMPACT FILL \ (SEE GEOTECHNICAL (, REPORT) I Z Q u _7 W WOJW_jp a F- W UJ H J ooWao= i J Z <u - M F-(A3y Ila c) W Z - W = Lu I >Z W £ O o O o O 0 W _ � 0 + oLO co °? co II W H 3f o TP O. U = Q Q w 0 tea- -' .28 ILL p z�z> ww z co> z0o F ZO LL a^A \ OmOiw a-2 vv w� I� N L) w \ . EX. GRADE z z W N PROR GRADE C5� U tk� W W W z b 4 - cc C7 x N o K �a 0 o BTM WTR 416.04' 0 d (Yi O TOP STM 414.90' O ti � � BTM WTR 414.62' -- w O CLEAR: 1.14' U �d F w 02 f f f TOP STM 413.83' U W w CLEAR: 0.79' PROP. 8" CLASS 52 f ....::::...::::.. . DIP W/L E > BTM WTR 411.98' o C6 0 TOP STM 410.53' l CLEAR: 1.45' p BTM WTR 414.20' TOP STM 413.26' X - CLEAR: 0.94' N -- - - -- - - - - BTM WTR 411.47' _ -- - - - - — -- ---------- BTM WTR 412.35' Id M �p TOP STM 411.08' TOP STM 410.91' �a CLEAR: 1.2T CLEAR: 0.56' _ co N I Q0 za z X CL W _ #uj X J N t= co _, �i co M cn J? ¢N Lu r` d M a- d - } O LazoLL LL J �{ O �d ZZ Z J J Z W—._- 0 Lu ---- ._..---------- S ------ ------ —---- -------------- W m z W W Lu W W Z Z Lu W Z W Z W z z >�s�� W X C 0 U X X g LLLI U X cn X rn X N X N O W W O J_ X W W W a W W W Lu 2 W W W W W F- (n W W W W D Z LU Z W Q W J _ W 2 Cn. O W F N Lu Lu ¢ F- Of F- ~ FW-- ¢ F- W W <C I F- F- H (n ¢ LLu u w = W ¢ t- u) I� W i� 7 F- to LO 1_- cn J_ 6? O LU t=> t _ _ W V (O (o > � = > N (D > > O_ d' > N � Imo. 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GRADE 02 -0 PROP. 98% CCkMPACT FILL (SEE GEOTECHNICAL (, REPORT) I Z Q u _7 W WOJW_jp a F- W UJ H J ooWao= i J Z <u - M F-(A3y Ila c) W Z - W = Lu I >Z W £ O o O o IW 0 W _ � 0 + oLO co °? co II W H 420 410 400 390 10+00 10+50 11+00 PROPOSED WATERLINE D PROFILE SCALE: 1"= 50' HORIZONTAL 1 "= 5' VERTICAL NOTES: 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. THE FOLLOWIING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW5 PROJECT: ]SINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE 11 ]LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA in NOR," In 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com S i ITLE: WATERLINE PROFILES SHEET NUMBER: 19A REV DATE COMMENT LJL 0 S 7/16/15 PER COUNTY COMMENTS DRH 2 LLY JQ c� sZ 5 DRH Tk V 10/1/15 MINOR SITE PLAN AMENDMENT1 <C¢a 4 11/20/15 LETTER OF REVISION DRH 5 Q AMENDMENT II DRH 6 1/7116 LETTER OF REVISION ACSA COMMENTS 02 -0 zW u WOJW_jp ¢m ooWao= �o N M F-(A3y Ila 3w r~ ♦����♦ s w W 1L � 0 O 0- a zd U Fml 3f o O. U = Q Q w 0 tea- -' .28 ILL p z�z> ww z co> z0o F ZO LL a^A OmOiw a-2 vv w� I� N L) w z W W N C5� U tk� W C5 W W z b 4 - cc C7 x N o K �a U 0 d UZ O ti � � �O /��-I ® 1 w O U �d F w 02 U W w THE FOLLOWIING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW5 PROJECT: ]SINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE 11 ]LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA in NOR," In 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com S i ITLE: WATERLINE PROFILES SHEET NUMBER: 19A REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH 6 1/7116 LETTER OF REVISION ACSA COMMENTS DRH THE FOLLOWIING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW5 PROJECT: ]SINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE 11 ]LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA in NOR," In 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com S i ITLE: WATERLINE PROFILES SHEET NUMBER: 19A 450 440 430 420 410 400 390 NOTES: 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. 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 REGULATIONS AND CODES. REV DATE COMMENT BY 0 7116/15 PER COUNTY COMMENTS DRH 2 u- c� DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 > < IL z w 11/20/15 LETTER OF REVISION DRH 5 of AMENDMENT II DRH >Z o�Lu z (D z :DJ _j CJ ui O J LL1 o a m a W f ` ♦ ♦����♦ dna U LL �a a 0 ® O <2} HT1 1�1 5 a z o w ®�<< U2a Ws >¢ O zyz>� EX. RADE W a� F-- Z O -I I- W Z)mZaz C Q.2 U U m Z ♦�►��♦ 'aa Y z H F DD cc ® 6 lam{ zr®~ U Fx- ~ Z U az Tj P, 8 o 0 o� x r— \ \ ♦ � EX. GRADE \ \ P e� ♦ i \ h \ 0 o PROP. GRADE i \ �. o'i U \ # i \ pqf } \ O e PROP. 8" CLASS 52_7 f 06 o o PROP. GRADE f DIP W/L Glxx BTM WTR 417.69' TOP STM 417.19' ♦ \ / CLEAR: 0.50' CIO z g w M U �' SPR P. 8"CLASS 52 ` PROP. 8" CLASS 52 F ♦ ♦ �. ` DIP W/L G DIP W/L G ` '.;... I ' ; ..:.. '.:.....:'//.......;..` BTM WTR 409.73' TOP STM 409.23' CLEAR: 0.50' EX. GRA E :.......� POP. 98% COMPACT FI LL h GEOTECHNIC z (SEE L REPORT) z , J Uttj z 0 ?1 N LY w0 Lu 0 + U $ LLco N / �d X ozo�D Co d o C) z 0- °' IL X z co f z — 0 z 10 a zQ J CL X g X z <o., w co , C/) M <E: Z Z _ Lu _Z j NO`t i NLu m wv ti UJ Z J w -c7- J z J W J � Z W 5%/ %¢¢ N N ER> CL Z LU -,C- W Z CD W W W -N W Z z � z W W IZ W 3 + W z cn v ? 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O> d O��v ;: comcDl=L Or II r N r H O Z: Ll- r r �7 d Z X> W r Z � d r d' d �- O > W X m W Z Q' , W r m d Z Of m d m r M 6J d z O d r O N O r r N CL Z O N W r N N r 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 PROPOSED WATERLINE G PROFILE SCALE: I"= 50' HORIZONTAL 1"= 5 ' VERTICAL NOTES: 1. CONTRACTOR TO ENSURE ALL VALVES AND FITTINGS LOCATED IN FILL AREA ARE RESTRAINED. 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 REGULATIONS AND CODES. REVISIONS REV DATE COMMENT BY 0 7116/15 PER COUNTY COMMENTS DRH 2 u- c� DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 > < IL z w 11/20/15 LETTER OF REVISION DRH 5 of AMENDMENT II DRH >Z o�Lu z (D z :DJ _j CJ ui O J LL1 o a m a W w ♦����♦ dna U LL �a a 0 ® O <2} HT1 1�1 5 a z o w ®�<< U2a Ws >¢ O zyz>� m)-7Zoe W a� F-- Z O -I I- W Z)mZaz C Q.2 U U m Z ♦�►��♦ 'aa Y z H F DD cc ® 6 lam{ zr®~ U Fx- ~ Z U az Tj P, 8 o 0 o� x REVISIONS REV DATE COMMENT BY 1 7116/15 PER COUNTY COMMENTS DRH 2 8/27115 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II 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 1-800-552-700'1)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PW5 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION OVERALL P14ASE Il (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 SHEET TITLE: %ATEIL1X3LINE JEJIN®FILES SHEET NUMBER: 9� 430 420 410 400 390 ----- - - - - ------- -- - ----- - ------- � ... . ............. . ....... . � .................... --- .. . . ........... .... ------ - ----- � .. . ....... I ...... --- .... ----..----.----..- ........ - ---- � ---------------- - .... . � ...... . - --- � ------ - --- - --- --- ---- -------............. ----SAN-------.1111...______.-----.--.-.-------__---------------------------- ----------------------- 6 T - - --,-11\ -- PROR GRADE ----------------1-1-------- -- - - - \ ------ ------ ----- ---..- ------..........--- -.------------- SAN \ 1111._.. _-_ 13 EX. GRADE ------ eJy--------------- - - - - -- Z; z (D X x z Q� Q W X W ¢ I- 0 R I Zo co LU W a M a 110-- 0� - � °- _ a._._._.-___ -_ 180.60' - 8" DIP SA @ 0.50% v F - (7 - EO W O = �-- V,O po = = QJi3 w ti �Z - co � co co (O W ¢ M II V H M M ' V L" Cn M� o n: �=Oz z o d ::w a- Z O O O �O > > a EZzz z - a Eoa. z = 10+00 10+50 11+00 11+50 12+00 PROPOSED SANITARY PROFILE e (SAN 6 TO SAN 13) SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 430 420 410 400 390 -SANITARY MANY DESIGN NOTES, "n" Factor 0.014 430 420 410 400 390 10+00 10+50 11+00 11+50 12+00 PROPOSED SANITARY PROFILE o (SAN 10 TO SAN 19) SCALE: V= 50 ' HORIZONTAL 1"= 5' VERTICAL From To Units Flow / Avg. Dail Flow Peak q�Total D Pipee Slope Lengtht h SAN Velocity Q�Ca Capacity q/0 10 Invert Elev. SAN MH or Area Unit 19 Total Factor \ Size: F� --_-- ___ Actual -__-- -v -EX. ADE Full Flow Height � End of Sewered Upper \ --. L-- 10 SF 00 i ) d ( 9p) d (9p) d (9p) ...... -------�,---- d iJp) in ) 0 /o ( ) ft �) f s (fps) �p (fps) �9P d cfs ( ) 0 /o ( ) F ft O D- 13 33 2 50 186.52' - 8" DIPS N @ 0.50% 4. 0 32 700 - 0.5 0 0 /0 180.603 1.46 �O 2.2 8 5 14 16 0 0.80 0 6.36 /o 16 0 /o 397.70 396 0 $ -11--. ..::....... 16 1 5 65 _::: 250 ......:. 5 16 2 0 1 6 250 _... 4.0 ,,: 65 000 8 ,t ° 0.50 / 0 _1111. 39 .26 t 2 0 1.66 J w 1111 .,,. ,:. « 2.28 x __. . 0.80 o 12.64 /0 ;. ° 24 /0 1111: 403.35 .111...:1. 401.39 :;. ...- 1111. 15 _ .., .. !. 4 I .. ......... 1111: ..� 1111:. 1111. ...... 21 .. "�: 250 - '. :: 5 3 _ .. 21 60 1111 " 4,0 . " .. 86 400 tY Q : S : °' 0,5 - 61a ------ 0- 1111.. 111.1.. 11'11. 1<88 :,_.._ BLDG 1'6 00 11:.: ,.._ 1111: :: : 2,41.: .:. 5 44 13 6 _,1.1 1111:: :::::: 0,84 :. v' ! : 15.$3 a_ Y:...... .: " �} 27 /° - 0 .: ..:' -. 1'111: 400442 14 7 -- -- - 21 6 0 0 0� 4 86 00 8 0.50 /° 4 .00 t 00 0 to N 15 _ - 2.28 51 4 16 0 .: 0.80 F= 27 ° /0 ........ 400.22 .--- - 398.22 _ 1 7 = _;: 2 50 X 13 5 07 4. 0 0 .-� ao c? cli Z _. 1.66 _... 1 04 2 28 -: _1111,.:-, 5 14 160 f ::.:.... 0.80 n : ° 21 /0 MO (j 412. 0 0 ¢ J �„ 10 0 _ 250 W p CV C,q ` .:. .. 2 6 1111::. 15 00 tT 8 ........ _... :,; �: 1111 1 6 2_ !° .... 1- .. .. ;: f 8 4,570 ....... .. ....... ... 1111,: ..:.::::: 2 8 2_ - -. ...1 - 0 .56 4 0 :. 1111: 1111; 1111. 3 52 . ....I.. - ........ 1111 coCD 1111, _..; :: 1 a 2 .. 1111... ... (V O I. I. , 4 80 11 .......... - --... 1 11...1 �- UJ o av0Z 250 a (0a� 7 75 <0 o-vaz0 8 , _ - ... 5 Q 03 .. _ f° . aazz ra �a_Z _. 2,21_ . 7: aa'azz 58 ° r. 5, l n �, 5 !° __ 4 50 1€� 87 400__ ,:. ........ 1 0 1111. 9 10+00 10+50 11+00 11+50 12+00 PROPOSED SANITARY PROFILE o (SAN 10 TO SAN 19) SCALE: V= 50 ' HORIZONTAL 1"= 5' VERTICAL From To Units Flow / Avg. Dail Flow Peak q�Total D Pipee Slope Lengtht h Lateral Velocity Q�Ca Capacity q/0 d/D Invert Elev. MH MH or Area Unit Increment Total Factor Peak Flow Size: F� --_-- ___ Actual -__-- -v -EX. ADE Full Flow Height � End of Sewered Upper Lower er --. L-- 10 SF 00 i ) d ( 9p) d (9p) d (9p) ...... -------�,---- d iJp) in ) 0 /o ( ) ft �) f s (fps) �p (fps) �9P d cfs ( ) 0 /o ( ) 0 !o ( ) ft O ft O 13 6 33 2 50 8 175 8 175 4. 0 32 700 8 t, 0.5 0 0 /0 180.603 1.46 �O 2.2 8 5 14 16 0 0.80 0 6.36 /o 16 0 /o 397.70 396 0 $ -11--. ..::....... 16 1 5 65 _::: 250 ......:. 5 16 2 0 1 6 250 _... 4.0 ,,: 65 000 8 ,t ° 0.50 / 0 _1111. 39 .26 t 2 0 1.66 J w 1111 .,,. ,:. « 2.28 5 14 160 __. . 0.80 o 12.64 /0 ;. ° 24 /0 1111: 403.35 .111...:1. 401.39 :;. ...- 1111. 15 _ .., .. !. 4 I .. ......... 1111: ..� 1111:. 1111. ...... 21 .. "�: 250 - '. :: 5 3 _ .. 21 60 1111 " 4,0 . " .. 86 400 tY Q : S : °' 0,5 - 61a ------ - 1 37,395 1111.. 111.1.. 11'11. 1<88 :,_.._ BLDG 1'6 00 11:.: ,.._ 1111: :: : 2,41.: .:. 5 44 13 6 _,1.1 1111:: :::::: 0,84 :. v' ! : 15.$3 a_ Y:...... .: " �} 27 /° - 401.19 .: ..:' -. 1'111: 400442 14 7 -- -- - 21 6 0 0 4. 0 4 86 00 8 0.50 /° 4 .00 t 00 0 _. 1. 78 15 _ - 2.28 51 4 16 0 .: 0.80 ° 16.80 /o 27 ° /0 ........ 400.22 .--- - 398.22 1111- 18 1 7 52 _;: 2 50 13 0 75 13 5 07 4. 0 3 52 00 °1111. 11 11 8 11 ...::.....I ° 0.50 /0 -: , ,:- f 4 .00 00 0 _. 1.66 _... 1 04 2 28 -: _1111,.:-, 5 14 160 f ::.:.... 0.80 --.......111.1 o 10.17 /0 : ° 21 /0 414.00 412. 0 0 17 ..:..::. 9;> .... 10 0 _ 250 7 25 £I 5 t 3$ 0 15 4 £......... .:. .. 2 6 1111::. 15 00 tT 8 ........ _... :,; �: 1111 1 6 2_ !° .... 1- .. .. ;: f 8 4,570 ....... .. ....... ... 1111,: ..:.::::: 2 8 2_ - -. ...1 - 0 .56 4 0 :. 1111: 1111; 1111. 3 52 . ....I.. - ........ 1111 _.. _._.. '8 6 1 204 .............. 1111.. 1111.. . ........ 1111. ...1 -.. 1. 1- 1111, _..; :: 1 a 2 .. 1111... ... _1111. :� p 1111' ........1r 7 £3 fa .............. 1111.. .1- .. -1 ... .- ...... .. p :. 29 /° ........ I. I. , 4 80 11 .......... - --... 1 11...1 _1111 11.11 .. 40,2 0 1111...- . .......:.. 11....11 1 9 1.Q _ 29 250 7:; 75 _ 1 7 75 4;, 4 7 0 2 0 8 , _ - ... 5 Q 03 .. _ f° . 1 .5 . 86 15 1 40 _..: 4 1, _. 2,21_ . __ _: 14 5 6 1 0 ii 0.8 _ _ 58 ° r. 5, l n �, 5 !° __ 4 50 1€� 87 400__ ,:. ........ 1 0 1111. 9 1111. 1111. _ - ......... ,: _ - - 1111,-. 71 75 ... 1111.. 4. 0 .- 28 700 1111 1111 8 .:. ......... ._ 0 50 0 /0 ; ;:: 23 .92 3 2 1111.. ........ 1.46 Z ,_: 2.28 .:: 51 4 16 0 . 1111.. ,. ... 0.80 .:: .. o 5.58 /0 .:; 15 0 _: 40 9.37 1111.. 1111.. , 408.20 -;;: 9 8 �.. ............... _ . _ _ 1111__ �� ,:: '; .... 1111: 45 5 :; _ 3 2 4 181 0 30 ; 3. -::. 1111. o- 4.12; / _ � -1111 ...._.. .. , 8- f 1111 207 23 _._ 4. 78 1111_._. : 6 4 1111 1111._ __ _1 59 7 .._._.f 47 _ 1 z..... 1111._ 1- 2 28 m 1: ° : 2.281;1 1.11.1. ;3_. ,. _... 1111 . 23 ti _ !a _ 1111_.. _._ , .>. 4 00 -1111. 1111. _.. w 3 4 99,,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 CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 430 430 420 420 410 410 400 400 390 390 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROPOSED SANITARY PROFILE o (STT 8 TO SAN 10) SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL SANITARY LATERAL DESIGN NOTE: LATERAL LENGTH IS FROM MAIN TO STUB. PROPOSED SEWERED FLOOR ELEVATION IS BASED ON LATERAL DEPTH OF 5.U' BELOW FINISHED FLOOR AT FACE OF BUILDING 430 Fl 420 ■ 410 400 ■ 390 Lot Upper Lower Dia Sta. SAN Inv. of Inv. Of Lateral 8 Lateral Riser Riser Inv. @ FG @ SAN Proposed Notes & PROP. GRADE Manhole 9 (Dist. From Length Main @ F� --_-- ___ Material -__-- -v -EX. ADE SAN Height � End of Sewered F ----�- ----= 10 --. L-- Main I o -Z ...... -------�,---- - - ------- (%) �y CD Lateral Floor Elev. - - BLDG 1900 16 15 8 Upper MH z 403.35 403.45 4" PVC 2.08% 4 4 410.57 �O >< 410.00 0w 8 z, ... BLDG800 ,. ,,., »1 11 1 1.. .. ... - 15. .... . 8 ......... : ...... er H U._ M pp 3 4 03.85 U 4< 4 ;: -1111.. PVC o _ 3; - 408,32 - 419 2::::: J w atl w/w BLDG 1700 23 15 , 1-11,1-- 8 2+45 35 402.61 T0 4" jZ 2.08% 4 4 408.09 _1111 409.00 X 1111 ,---,.. :,_.._ BLDG 1'6 00 11:.: ,.._ 16 .:::..---„-- e1-111 1 1 .. ._ 8 , _1111..: 0..85 1111. O 3� 401:81 a "- P C..: ,,.. .... _1111. _, a _ 2,i�8/° :; _ _. _.., 6': 4 09,2 - - _1111, 0 409,00: __1111. BLDG 1500 rLU 15 8 0 6 5 41 1 40 .71 402 .54 ff 4 PVC o 2.08 /0 6 6 4 9 7 0 .2 _-:. X _ _1111.,. 411.00 .... »: L 130 0 15 14: __. 8 _... 1 04 290 J �o -----" 5,::� . e .; 4 „ l UC 1111.. ........, -11 o 8/ _: 2,0 ° .. -, ........ ..1 ....... 5 5 41 1,1 4i ,50. 1 �n'1Lo _. �, BLDG 8 00 15 14 8 0 2 6 col o g` 0 .56 4 0 4 1.4 0 0 a 4 PVC o 2.08 /0 9 9 + o0- a2" _, 411.50 410.00 I-1,.- ��.� -..--�.1:I," .- _...- 1111..--1 BLDB D L G 700 111. 1111: _5 ......:. 13 6 2,)-I ["', ""-----" :�� _ U er MH pp 56 9 3 7.70. 397.80 _..: 4 1, PVC --------- . 2.08 /0 _... 14 _ - 14 4 12.67 _ _..- -, .. 413 50 _1111. 41 5 3. 0 :-I . -. 10 13 _ . ...._............._... 1111 0 - .-.............................._................................_:....:................................-................... $ 1111. 111.1 _ I 1 € 97 3 70 _.- :: ....................:.........::.......--.....................:__11 .. :- 39 ? $0__. � _- V P C.. _... Z ......... 1111,,.. i5 1 5i CD Z: .,:, 4 5, 1 .50 _................... 16 4 0£3 _1111. .< _. ." ,- 11.., BLDG 2 D 300 13 . ,..-. 6 X f -- 95 ,::..... 397.70 397.80 _..;:-- ---. f. 4 o N N + _ M ([ 41 4I W IMC, M Cl) V M ,,, - 415.00 - M-, - (O U W M (MD d' W C6 ~ V V Z, O 11 Cl)� (t7 - V M , . 4 C) avzp may ". ..A-..1 ........ 399.00 .. ......... ... ...I,I....... 399..83 avpzz av ~ - a' pz . 1... ..1111... 1 3 .... .....'. 1111 .. 1 3 .. ........ :: .. 416.49 0 .. .. 1.1.11. .. : :. .. 417.50 .- , .. 1111 ... 1111.. .. 417.50 ViCL BL G I1 D _ 1 Ofl " . _, ,;;: .... _�... .... ;:......... �Z Z - a Z iv a 2'zz Z Z ZZ _. : F V C.. ........... ° .s a 0 19 1111 ... :. 1111.:_: 4 18 7. ........ _... a a .. !. ; .; .. ...:;;:....... BLDG 12 00 8 1111... 7 8 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROPOSED SANITARY PROFILE o (STT 8 TO SAN 10) SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL SANITARY LATERAL DESIGN NOTE: LATERAL LENGTH IS FROM MAIN TO STUB. PROPOSED SEWERED FLOOR ELEVATION IS BASED ON LATERAL DEPTH OF 5.U' BELOW FINISHED FLOOR AT FACE OF BUILDING 430 Fl 420 ■ 410 400 ■ 390 Lot Upper Lower Dia Sta. Lateral Inv. of Inv. Of Lateral Lateral Lateral Riser Riser Inv. @ FG @ Minimum Proposed Notes & Manhole Manhole of (Dist. From Length Main @ Lateral @ Size Material Slope Length Height End of End of Sewered Sewered am Lat No. L-- Main Lower MH) o -Z Lateral Main ® Z (%) �y Lateral Lateral Floor Elev. Floor Elev. & �9 BLDG 1900 16 15 8 Upper MH 154 403.35 403.45 4" PVC 2.08% 4 4 410.57 �O 411.50 410.00 0w 8 z, ... BLDG800 ,. ,,., »1 11 1 1.. .. ... - 15. .... . 8 ......... : ...... er H U._ M pp 3 4 03.85 4 45 0 4< 4 ;: -1111.. PVC ° 2,08!0 :. - _ 3; - 408,32 - 419 2::::: 408,00' , atl w/w BLDG 1700 16 15 , 1-11,1-- 8 2+45 35 402.61 „ ..- .- 403.44 4" PVC 2.08% 4 4 408.09 _1111 409.00 _. _........ 409.00 1111 ,---,.. :,_.._ BLDG 1'6 00 11:.: ,.._ 16 .:::..---„-- e1-111 1 1 .. ._ 8 , _1111..: 0..85 1111. O 3� 401:81 402<a4 _ .. Y.. 4 .____...._ „ 111 1. P C..: ,,.. .... _1111. _, a _ 2,i�8/° :; _ _. _.., 6': 4 09,2 - - _1111, 40 ,6 9 7 ... 409,00: __1111. BLDG 1500 16 15 8 0 6 5 41 1 40 .71 402 .54 ff 4 PVC o 2.08 /0 6 6 4 9 7 0 .2 _-:. 410.33 _ _1111.,. 411.00 .... »: L 130 0 15 14: __. 8 _... 1 04 290 01 4 Oii ..._ 18 40 3 . e .; 4 „ l UC 1111.. ........, -11 o 8/ _: 2,0 ° .. -, ........ ..1 ....... 5 5 41 1,1 4i ,50. 1 4 1 ,00': _. �, BLDG 8 00 15 14 8 0 2 6 40 0 .56 4 0 4 1.4 0 0 a 4 PVC o 2.08 /0 9 9 _ 411 5 .0 _, 411.50 410.00 I-1,.- ��.� -..--�.1:I," .- _...- 1111..--1 BLDB D L G 700 111. 1111: _5 ......:. 13 6 -1111. 8 _ U er MH pp 56 9 3 7.70. 397.80 _..: 4 1, PVC --------- . 2.08 /0 _... 14 _ - 14 4 12.67 _ _..- -, .. 413 50 _1111. 41 5 3. 0 :-I . -. BLDG 22 �0 11 13 _ . ...._............._... 1111 0 - .-.............................._................................_:....:................................-................... $ 1111. 111.1 _ ! er MH : pp 1 € 97 3 70 _.- :: ....................:.........::.......--.....................:__11 .. :- 39 ? $0__. 11....-.............._....... ,.. 4 V P C.. _... .............,.............. 0 ° _ 13fo ; ......... 1111,,.. i5 1 5i 4 14 9 .,:, 4 5, 1 .50 _................... 16 4 0£3 _1111. .< _. ." ,- 11.., BLDG 2 D 300 13 . ,..-. 6 8 U M Upper H PP 95 ,::..... 397.70 397.80 _..;:-- ---. f. 4 PVC 11.47 ° 2.08 /0 _... 15 1 5 41 4I _.-- 415.00 1111,,. 4 16.00 --------- .....:..: 1111. 1111 1111 BLDG 1000. 1111: ... .. ...:, 1111 8 ...i: ... 111.1 .. 7 n...:i .. 1111..:'. 8 ........ -'1111. ... ..": + 1 72 ......:::......... 189 ". ..A-..1 ........ 399.00 .. ......... ... ...I,I....... 399..83 .....:::. .. " 4 ..... 1 111 ... 1111. .. PVC -. ... ...". 111 ..... .... Q 2.08 /° 1... ..1111... 1 3 .... .....'. 1111 .. 1 3 .. ........ :: .. 416.49 1111. 1111... 1111 .. .. 1.1.11. .. : :. .. 417.50 .- , .. 1111 ... 1111.. .. 417.50 ... -. 1111 1111. 1111... .. .........iI 1111.. - BL G I1 D _ 1 Ofl " . _, ,;;: .... _�... .... ;:......... 7 _.. ... ,,:........ .: , 8 y 1 T 5 6 ..._........1111. ,1-"-....... _... 21 . 3 9$:92 _ . ._.... ._._ ,: ;1111 _.. 3 75 _. 99 ... ,- --- 4: ;;. ......... _. : F V C.. ........... ° .s a 0 19 1111 ... :. 1111.:_: 4 18 7. ........ _... 1111 419 .._........ _ 50_ :. ; 5 9 0 _41 . __. ........ .. !. ; .; .. ...:;;:....... BLDG 12 00 8 1111... 7 8 + 172 .:;......... 207 399.00 1111..: 399.83 4 " PVC ° 2. 8/° 0 13 13 416. 87 ........ 417.50 1111..:;_ 1111..: 417.50 ij 1111.. ... ---.... .. ; BLDG 900 --...-;::. -. 19 1111: - .......;! . _,;;. :: 8 __ 1_1_!11... ', Upper MH , ... ..>: , 124 u. 1111..;! - 410.50 .: ....:..; ... 410.60 ......... ._ " ..... .... ... :: .. PVC ......... 1 111.. __ . '11 11 2.08°/a "-- ..._ ... :: 2 - 1111. - .....,.: 2 .. .. ... :. 416.50 .. ;: - :. . ... - .. ,. -- -1.. 415.50 ..... - 1111_.. :_ 5- : 1111 - 1.111-... ., .............. . C3L1G 1100 . 19'1 ;. 9Ci 81ppr MH 14 „ 410.50 ! 410.0 � 4" .A .-..� FVC x.08°!a ! 413.25 41350 .... X13.28 . I;-: ... , .: -- BLDG 2100 _ .. 19 ,..: 10 8 11 1+16 14 410.15 .... 410.98 4" ... PVC ..I.:. , . 2.08% 2 2 413.22 .11..1..1 413.50 ...... .. 413.50 ..... ........ .!-.. .. ��. ..: BLDG 500 18 -w10 .1111.. 17 8 . ...: Upper MH 74 .. 414.00 414.10 .� ..-4 .---:1111 4" PVC 2.08% .. - 415.64 417.00 416.00 ..: BL G 400 1111.; -, 111;;1 1111...;: 18: .. 1111---1111 17 --.; 8 2150 78 413:25 ..: 414.f38 4 : PVC : : 1111 ''tF3la 1111.. -._.:: .. 3 11..1- --..::. 1111.. -... 3: 1111..- 1111.. ,--- 41$.64 .. .... :. _..... 1111..--.. :.. 419,01 .;. --- 1111. ...-.. ... 417.00. ....... .. ...-. -- - 1111 ..... ,..-----1 ......... .--.. . .: .:- BLDG 300 17 . 1111 1.111.. .. 9 8 .. ..-1111 Upper MH ........ 93 1111::;. 411.90 1111 ...---:. 412.00 -1...... ..,-1111 6" ..,....-' PVC 3.78% 6 6 421.27 421.67 416.60 BLDG 20 0 17 _, 9 : $ Upper MH 83 417 03 412.(10 4f 6 PPC ° 3781° 6 6 421.27 421,67 .: 416.6t}. REVISIONS REV DATE COMMENT -'s 0 7/16/15 PER COUNTY COMMENTS DRH 2 Lu o z �w DRH 0 V 10/1/15 MINOR SITE PLAN AMENDMENT1 ¢Qat 4 11/20/15 LETTER OF REVISION DRH 5 a>�`� o02 >zw= R9 -q DRH til �zzO=4IL, o0 U WU JW JO -�F-g am L-- I . ) o -Z 44 ® Z Q mF-<n5u.a �y W �� � * & �9 9E Q Q �M40 �O a z 0w 8 z, ®♦ ' aaW-, O 2a Ir>OFQ �Sw ,Io 02 OzY Z > wIS :CQ }ZOW FEQ _j F - atl w/w < Om=wo cA Q�.UU -� ♦***♦ I-- L) <0 W W Z ��a W tr a o. fvrN HW H ao W C7 W � W < IM �o W cc Ly Z b IZ 11, H �I � � W E-+ W 0 0 2 U o M 11 9 cc O rn 1._ U , P �', Q w'. P4 o!Ij 'I02 � 4 o U W REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 1 AMENDMENT II DRH L-- I . ) v 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 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) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PS5 PROJECT: FINAL SITE PLAN IF®Ix 5TH STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH! STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTOf A 2 N VIRGIN! 0186 Phone: 540 349-4500 49 4500 Fax: 540 349-0321 www.B hl o erEn ine rin g e .com 9► SHEET TITLE: '-�r SANITAIRY PROFILES wS COMPUTATIONS 430 420 410 400 390 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 FULI CONFORMANCE WITH LOCAL REGULATIONS AND CODES. i 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 PROPOSED SANITARY PROFILE - (SAN 7 TO S�� SCALE: 1'= 50' HORIZONTAL 1"= 5' VERTICAL 430 420 410 400 REV DATE COMMENT u a 7116/15 PER COUNTY COMMENTS DRH 2 W oa DRH rh 10/1/15 MINOR SITE PLAN AMENDMENT1 QQa 4 11120/15 LETTER OF REVISION DRH 5 SAN kCD DRH Z u ClyOpd z�z=moo L' w SAN w0zZw im 17 OOFWQO= Fnj m F- U) LL CL �© SAN E"' w ♦����♦ W (� U PROP. GRADE � W SAN 7 2a } a z 9 PROP. GRADE 0 w o WO U tea_ 18 ct )- 0 o 0 Z > m}z0' ati F-zOYJF- w� ---- O 0 02 W � Q U U sy V `EX. �a w - --------- \ � za e f4m4w Wq) � Z bm! £X. GRADE ic- b u Z V P & O T GRADE � ;4 u �f ®cc G a CL P4z c�aj. g z SAN oJ` .0 U z p z 14 X W SAN 400.00' - 8" DIP SAN 0.50°f° ——__ 15 �0 _.___..__.-- SAN @ 1.26% 284.61' g" DIPS — 16 00 C�4 0 z co r X _ X _ 00 00 m0 O s ¢~[ O W ter�{{ r i vQ V N 00 G'O.V �O Q r V V - M o - Zr et r � 2: m Z c0 �^ V C r II o aOz z a v CrD a V s (n d' a Z p r m a Mad co N v M a tr a z p �My o�Z NOCL_.. tn�z O zz OW.. CYzZz �2 �zz Mhz 8" DIP SAN @ .50% DISAN@0/°13140'- 6° -FT ............. ..92.26' --------- 400.0 8" DI AN 0.50% v _ z z z z z z z z z = r z z z z z X z X X X X X z X z z 7C X z C7 z z C7 oV X X z 7C X 7< z z w cq a' W W W CC W a' W W X W W S r X X s W Q X X X 1? M O N N .� C6 I I r r r r r r r F _ N ,..� �� r .-. �d'. 2 `- _� r^ ¢Jv r ��, Lu wr r 1- •-- W W r � M Jeri ¢ ¢ 'S d ¢ ¢ d 'S F. ¢ �. ¢ ¢ 'S F.. vo M Mo q Q ¢ �, Q Q r c/) r c/) cel o M rn rn cn '�' Sti u7 - UJ S' cn O v Z o Cn Z M rn v Z v Z 2 _ v z Z c+i v II N r M M C14(D Z Z of CO CV CD N CV N N N CV CV co ~' UQ) Co Cn ! r N In N <V lD M CV N N N _ 'b' ~ pO + LL V' O N } } } + LL OpD -F d M + W a- cN� + 0- tLC�� i- W clop + + O_ pry -Fh O.. Cp' d N W N + + d cW, d I-- CL '(dp' d. pO + rL d' Z O N rC O.. N 2. o d �. co Q., a. V' Z O D� d d d I`- d G� W r d °p M p d CV d cOp d LOCO d pN d Z_ O -ZZZ Qd' s-- �fY r -Lr �0.' c -w .-d' <- .-Q'.--Q' NLi N� MCL MtY i Mw + MQ' �F -ZZ cf-a'.Z d' W ty- i?Q' ��ZZ co d'Z�� �p 2' � r'�'' fY "i �+ + + F ��}i a - ° a a a a a a n a a - a a a C r a �- - r a- a. a- - a a �- - - a. - s a a. a - CL z- a a � a a �0 z z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 PROPOSED SANITARY PROFILE - (SAN 7 TO S�� SCALE: 1'= 50' HORIZONTAL 1"= 5' VERTICAL 430 420 410 400 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 PROPOSED SANITARY PROFILE e (SAN 9 TO SAN 18) SCALE: 1"= 50' HORIZONTAL —. - 1"= S' VFRTICAI 430 420 410 400 430 420 410 400 390 REV DATE COMMENT u a 7116/15 PER COUNTY COMMENTS DRH 2 W oa DRH rh 10/1/15 MINOR SITE PLAN AMENDMENT1 QQa 4 11120/15 LETTER OF REVISION DRH 5 SAN kCD DRH Z u ClyOpd z�z=moo L' w w0zZw im 17 OOFWQO= Fnj m F- U) LL CL �© SAN E"' w ♦����♦ W (� U PROP. GRADE � W SAN o 2a } a z 9 PROP. GRADE 0 w o WO U tea_ 18 ct )- 0 o 0 Z > m}z0' ati F-zOYJF- w� ---- O 0 02 W � Q U U sy V `EX. �a w - --------- \ � za f4m4w Wq) � Z bm! £X. GRADE ic- b u Z V P & O T GRADE � ;4 u �f ®cc G a CL P4z c�aj. g z oJ` .0 U z p z X W 400.00' - 8" DIP SAN 0.50°f° �0 @ 1.26% 284.61' g" DIPS 00 C�4 0 z co r X _ X _ 00 00 m0 O s ¢~[ O W ter�{{ r i vQ V N 00 G'O.V �O Q r V V - M - Zr et r � 2: m Z c0 �^ V C r II o aOz z a v CrD a V s (n d' a Z p r m a Mad co N v M a tr a z p �My o�Z NOCL_.. tn�z O zz OW.. CYzZz �2 �zz Mhz IL Fr 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 PROPOSED SANITARY PROFILE e (SAN 9 TO SAN 18) SCALE: 1"= 50' HORIZONTAL —. - 1"= S' VFRTICAI 430 420 410 400 430 420 410 400 390 REVISIONS REV DATE COMMENT u a 7116/15 PER COUNTY COMMENTS DRH 2 W oa DRH rh 10/1/15 MINOR SITE PLAN AMENDMENT1 QQa 4 11120/15 LETTER OF REVISION DRH 5 o>zws kCD DRH Z u ClyOpd z�z=moo L' w w0zZw im OOFWQO= Fnj m F- U) LL CL �© E"' w ♦����♦ W (� U � W ®� o 2a } a z <� o� 0 w o WO U tea_ ct )- 0 o 0 Z > m}z0' ati F-zOYJF- w� O 0 02 W � Q U U sy V �a w � za f4m4w Wq) � Z bm! ic- b u Z V P & O T � ;4 u �f ®cc G a CL P4z c�aj. g z oJ` .0 U z p REVISIONS REV DATE COMMENT BY 1 7116/15 PER COUNTY COMMENTS DRH 2 8127/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11120/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II 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) CONSTRUCTION i IF PROJECT No,: V122001 DRAWN 8Y: JLPICBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD LD.: PS5 PROJECT: FINAL SITE ]UPLAN FOR STH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIL,LE MAGISTERIAL ALBEMARILE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www,BohlerEngineenng.com SHEET TITLE: SANITAILD\Y PROFILES SHEET NUMBER: 0 ID JD 8Y: JLPICBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD LD.: PS5 PROJECT: FINAL SITE ]UPLAN FOR STH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIL,LE MAGISTERIAL ALBEMARILE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www,BohlerEngineenng.com SHEET TITLE: SANITAILD\Y PROFILES SHEET NUMBER: 0 ID JD 1 pESNATIdN' L k1 TREE GRATE OUTLET D.A. ' '! v 1�, Wap QTY & SIZE PIPE. 6 x. � -.:-.a - 6 iS _..n - 6 L1 .11 1 x3 � � � 1111.. �. # 50F2 35 VC, . P 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 h, FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. A t UNIT TO .13E.JtM PLUMS.: AND LEVEL 6"n4 x 8.11 FI]I TE RRRA SUMMARY TABLE 4'` w0" F 8` ku D.A. ' '! v 1�, Wap OUTGOING PIPE 8::4 10,Q'� INCOMING PIPE 4'� 0 �' '� aI (Ac.) 1.'57 I % 15 ;Rik' :. D x BYPASS PIPE CONTINUATION) „ ..„ P c- -1111..,,,,-� z1. (SEE PROFILE FOR 11 1"5 I_ :: rP . (SEE TABLE FOR d ix€"j. 1W (SEE PROFILE FOR 4- ^- €: :>` r i '' •a FLOWSPLITT ER 1 .57 �., . V: F k'' 12 x 6 w....._. w .. ; FTIB-C ..-1 ,- ---._- _... --- A-47 -- -- 0. - �- --- .....-.... .. F,.}MG n .:' _.. .. f .. u� 3 __.. ._. -... - ....... - e 111,1. .:..t �a3 �,, ._..0 ........ 0.74 .. . 1P57 _1111 c _1111 ... _ �F 1. -- -..._ ......... 3 x 7 _ #2x51 D -30B - - -_ -- _... FTIB-C * �O , , .!�vc 0.70 .:. ... 2 _ 15 ZAd y 1.14x6 .3x 15X1. Standard *°.,..r : ,. 11 " asvc 6,71 I,4.;: _' z.4 : :; _ m,_ . � I I ti 1 S, n_ LSI . EE? . fiJF LES€#E 3111 r.1JE�� ttfC1: LshtaTl {t T 3 1 i 5 THAN 1a€E€ €CJTkt: - ----- ...._ 0 85 I .f , 0,38 €r 0 85 ,%:,I _.1 ' 6 x 6 Fl L, EI_ t� Z�JI- ,:-5 i. Staniland FT er s un .�t4 D -13A 0.74 CNT RNAL BYPASS CURB 0.85 1.w.ca_sQIITI 8 _....--......- ... , ,iI"JT1Ch1 CHAMBER t -N6 Wt-BF?1t'�.C�.'�'.6>-4if k4 D7 W. Wo,gKi2Mk4 tfnCI£:4rss�v"fsn -,mv,o my 'S'Q'tx c.rnaa ''t:R'i.fr3s7'. 17.Ak .-.n-,-r_.., ._x .,......^,...... .-. .,......«...... .. ...e..,.- ..,..�........ 1111. 1111 NOT TO SCALE 11:=1_! I=I 11=l I I=1 I i" 11=1 11=1 i I =i 1 f=11f=1 I !tel 1 ISI I I=l I.-1 I I:=1%I =i I I -II -1 I=_ I I� !.I ISI I-I� i I=1 = EE _= i=--------- -11-11 I -I 11-I I I -I I !-I I l I I 1=1 11-III=I 1 1=11 I III -I 1 1 11 I= I I I I I l_I 11 I I 1 I I�I I I -I 11=I I I- =1 I I -I 11-I 11JI 11-1 I I I I=1 11=1 11=1 11-I I I-1 I I=1 11 =I I I -I I !_=1 I I=I 11-� i 1.-I I I=1 11... _1 I I 111:.. 111.. , I I I _1 11. , .1 I I, ..1 I EEI 11-9 11-I 11=1 I�=,1' I-1 I I.--- ' ID CMP (SAND FILTER) BAFFLE LEARWELL , PRE -TREATMENT/. -BAFFLE/ -CLEANOUT FILTER L2" WASHED L FABRIC ici T-0"EWATERING ' GRAVEL SAND FILTER BED VALVE 0 INFLOW PIPE 2 a CD I 24" SAND 12" WASHED 2' GRAVEL ILTER GRAVEL SUBBASE UTFALL PIPE FABRIC " PERFORATED PVC NOTES. PIPE W/ CLEANOUTS 1. SEE DETAILS PROVIDED BY THE TYPICAL SAND FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1"=10' INCOMING PIPE TO FI]I TE RRRA SUMMARY TABLE WEIR ELEV i FLOWSPLITTER D.A. ' FTIB-C (SEE TABLE) OUTGOING PIPE Inlet ---- - - D-23A --- --- ---- INCOMING PIPE TO SANDFILTER Structure (Ac.) TO FLOWSPLITTER Value (ft.) Opening MANHOLE BYPASS PIPE CONTINUATION) t I (SEE PROFILE FOR r_ CONTINUATION) (SEE TABLE FOR \-E YPASS PIPE CONTINUATION) (SEE PROFILE FOR k,!85 CONTINUATION) FLOWSPLITT ER MANHOLE SECTION NOT TO SCALE 11:=1_! I=I 11=l I I=1 I i" 11=1 11=1 i I =i 1 f=11f=1 I !tel 1 ISI I I=l I.-1 I I:=1%I =i I I -II -1 I=_ I I� !.I ISI I-I� i I=1 = EE _= i=--------- -11-11 I -I 11-I I I -I I !-I I l I I 1=1 11-III=I 1 1=11 I III -I 1 1 11 I= I I I I I l_I 11 I I 1 I I�I I I -I 11=I I I- =1 I I -I 11-I 11JI 11-1 I I I I=1 11=1 11=1 11-I I I-1 I I=1 11 =I I I -I I !_=1 I I=I 11-� i 1.-I I I=1 11... _1 I I 111:.. 111.. , I I I _1 11. , .1 I I, ..1 I EEI 11-9 11-I 11=1 I�=,1' I-1 I I.--- ' ID CMP (SAND FILTER) BAFFLE LEARWELL , PRE -TREATMENT/. -BAFFLE/ -CLEANOUT FILTER L2" WASHED L FABRIC ici T-0"EWATERING ' GRAVEL SAND FILTER BED VALVE 0 INFLOW PIPE 2 a CD I 24" SAND 12" WASHED 2' GRAVEL ILTER GRAVEL SUBBASE UTFALL PIPE FABRIC " PERFORATED PVC NOTES. PIPE W/ CLEANOUTS 1. SEE DETAILS PROVIDED BY THE TYPICAL SAND FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1"=10' Invert I' Out 415.25 --- - 417.83 - ........ 1 414.74 419.00 ... -- .... 417.0 __ 415.32 6 INCOMING PIPE TO FI]I TE RRRA SUMMARY TABLE 0.85 i FLOWSPLITTER D.A. ' FTIB-C C Dimensions Inlet ---- - - D-23A --- --- ---- Type -.. ...- ... 0.85 Structure (Ac.) FOR TOP ELEV) Value (ft.) Opening - - - D -;24A BYPASS PIPE CONTINUATION) - -:... ..... - . -- - 10 x 6 (SEE PROFILE FOR --------- ...... - .... --- -- Standard FT CONTINUATION) ]FLOWSPLITTER MANHOLE DETAIL (ft.) NOT TO SCALE 0.40 k,!85 A-44 - 0.56 Stantand 1"T 0.85 12 x 6 8 - D-28/ FTIB-C .. ,._ 0!85 ---._- _... --- A-47 -- -- 0. ---- ------ - ---- _ .....-.... 11 .....---- -... - -;2 ._. -... - ....... - 0:85 ... D-9 ........ 0.74 ....._. ...._ .. ...... -- 0.85 -- -..._ ......... 3 x 7 - -- 1111 --1111. 8 D -30B - - -_ -- _... FTIB-C 0.85 -10A ..., ... 0.70 .:. ... . FTIB-C 0:85 __. .... 13 x 7 .....__ ...._.... D-33 Standard - - I...._ 0.35 ,. D410$ 6,71 .,_ ...: 0:86 .,. ,.,: 13 x 7 .. 11,1,, 1,,1. ------ ...... -- - D 36 ..., ... :, Standard T - ----- ...._ 0 85 }w11 A 0,38 ...... ---------- - -- 0 85 ,%:,I _.1 ' 6 x 6 4 Z�JI- ,:-5 i. Staniland FT SF -7 D -13A 0.74 15" 0.85 .:.,I 13 x 7 8 _....--......- ... Standard FT - __.. .. .... DI -1 ..._... .....- -- . - ....- - ... . ... .._..._ .. - - 400.80 ....- - .... -.... - I.....-_ 408.30 ..... D-15 .. ... 0.47 __.... ...... .....- 1 . 0.85 _.... - .. .....--... 12 x 6 . __... .. --..... 8 - ... - ----- - I—— - FTIB-C 4E} Y_QO _... D 1 - 0.85 ..._ 1111.. 0',85 ' P- 12 x 6 8 z "!IEb ....... 1riTIB-C D 1.7 . .; ...., 0,16 SF -8 0;85 ..:. 6 x 4: 11 :. .,.. ..... 4 .; 1111...; FT1B_C 0.90% .,. .„ .„.,. -2 ''. ... 0.27 ..,. , .. .;,qq .:. 0_85 :1111 ,1,,1 1111,. 6 6 ..,,; ;, 4 C) z b� ,..: 1 1: 1„ 9 M... ,,.,.:, C- I "C::: Invert I' Out 415.25 --- - 417.83 - ........ 1 414.74 419.00 ... -- .... 417.0 __ 415.32 6 INCOMING PIPE TO 60" I.D. 0.85 i FLOWSPLITTER FLOWSPLITTER FTIB-C MANHOLE MRNHOLE 2 ---- - - D-23A --- --- ---- LOWSPLITTER -.. ...- ... 0.85 WEIR (SEE TABLE OUTGOING PIPE FOR TOP ELEV) TO SANDFILTER ' (SEE TABLE FOR - - - D -;24A BYPASS PIPE CONTINUATION) - -:... ..... - . -- - 10 x 6 (SEE PROFILE FOR --------- ...... - .... --- -- Standard FT CONTINUATION) ]FLOWSPLITTER MANHOLE DETAIL at Upper NOT TO SCALE Invert I' Out 415.25 --- - 417.83 - ........ 1 414.74 419.00 ... -- .... 417.0 __ 415.32 6 D-22 0.46 0.85 10 x 6 8 FTIB-C 416.50 DRH 2 ---- - - D-23A --- --- ---- .... .- .. .. -_..... 0.56 -.. ...- ... 0.85 ...... _..._ 12 x 6 _._.. 8 _.._-- . --__- ----- .._ Standard FT - .... ........ ----- -­ 419.64 ' 11/20/15 - - - D -;24A - . --- -- 0.42 ... --- ------ 0.85 - -:... ..... - . -- - 10 x 6 - - - I.. ----- 8 --------- ...... - .... --- -- Standard FT ----- - ------ ....... -- 415.57 U at Upper .1 I-246 0.40 k,!85 Vit} x 6 - _- 8 Stantand 1"T 415.6 �m s r -r" D-28/ _... 0. .. ,._ 0!85 8 x 6' ; 4 A. F"iIB C . 414.35 ��W1111..a-& 407.6 -;2 0,22 0:85 ; 6 x 6 4 FTIB�C : 415.35 a ,; 8 0€2 D -30B 0.74 0.85 _ 13 x 7 .. 8 . FTIB-C 418.80 � � .....__ ...._.... D-33 ..- 0.25 - - I...._ 0.35 .... - 8 x 4 ._....- ... -._ - 8 _..... .... -- ..... FTIB-C . -.... ....__ - I ...... 413.85 p N o0 4€34.20 ------ ...... -- - D 36 - - ----- - -...._ 0 55 - ----- ...._ 0 85 -- --- -- - - - ---- 1 ... :.... --- .. ...... ---------- - -- ------. .--- -.....- --- - -- -- --- --a -- REVISIONS REV DATE COMMENT LL s 7116115 PER COUNTY COMMENTS DRH 2 wQ *0 L. L. = z_ IDRH 3 1011115 MINOR SITE PLAN AMENDMENT1 pQz�a K9 11/20/15 LETTER OF REVISION DRH 5 p1i�O pa 5 DRH Slope U at Upper Jp wi 0.85 -- -- 13 x 7 - _- 8 - 1111.. - -- - -- FTIB-C LL0JW CO rt ofg ooWQo= �m s r -r" 66 -1-42 1 X46 ;' �, ® 418.90 m�cn�Wa Ra �y a ��W1111..a-& 407.6 406.50 I-49 0 39 : J 6 : "10 x 5,' ii a ,; 8 0€2 411. 0 moo J 50 Q R®W P=iiIiiiiiiiIl ` � � z` EU . .. 1-51 W O. 'D O dJ n 'r >-0FQ p N o0 4€34.20 µ 407.50 15 - - -- ------------- --- Total z> m}ZOK B nP - - -- - - -1111. - --- - -- -- --- --a -- Z�JI- ,:-5 w. SF -7 407.00 406 75 15" p m z Q Z OJ0�U2UW to Q � m zo� ... .. 2,33% _....--......- ... - ....... ....._ -- SF -7 400.80 408.30 400.00 407.50 U0�o SF -7 9 4E} Y_QO � R 40€3 70 �j �4 W 6 5i z "!IEb m- � F-1 1-18 SF -8 cc � 15" C5 0.90% P4 � W � H SF 13 P4 W W cgo C) z b� o 8.60 .. 1.16% ® z U U Ea 413.50 kI�' U�.10 t 17 406.ti0 405.00 1" 13.311 7.52/ � E\ FW off_' D -27A SF -9 414.00 413.90 U z ,< W U� 7.19 1.39% ..-.1 «2 W U aZ �w SF -9 1"25 461.25 �Zog < �W o 15" 11.611 409.30 �W Hb SF .... D-26 � 611 15" " U 2ai3p°l� 1111. W - REVISIONS REV DATE COMMENT BY 1 7116115 PER COUNTY COMMENTS DRH 2 8/27115 FOR APPROVAL IDRH 3 1011115 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/1 5 AMEND AMENDMENT11 DRH Slope - --aa-- --- .... a.__ 410.37 at Upper -- -- - - - --- - -- ---- - 0.72 0.85 -- -- 13 x 7 - _- 8 - 1111.. - -- - -- FTIB-C --- ...... - 409.20 66 -1-42 1 X46 ;' 06a6,42 418.90 0;85 . 2 x 8 FTIB-C 417.45 1A 112 0 85 .,_6 .. 111.1 ....... _.,._ F7IS,... 11 408 Q0 NOT APPROVED FOR ... 1 13 0 74 0;85 I3 x 7' 6 FTIB C 405 6 11 1. 1.CONSTRUCTION -14 O,S-1-111 0',5 6 x1. i IS -C 408.16 1111...,,.1-111-111 1-1'6A 0.26 0.85 8 x 4 4 Standard FT 412.25 PROJECT NO,: V122001 ----- . -- -- ----- ----- ----- ....... ------ I DRAWN BY: JLP/CBC 146B 0.21 0.85 8 x 4 4 _ Standard FT 412.30 ED B ________ _ CHECK Y: DRH 1-20 0.32 0.55 8 x 6 4 FTIB-C 412.00 DATE: 02/20/15 11 11 SCALE: AS NOTED 122 0'a! 0:85 13 x 7 6 F I B C 408.1 6 CAD I.D.: ST5 I x,1-24 0 45 x'85 1Q xi! 8 FTIS-C 410 50 SAND FILTER 1RTPFE nJEgT�'�T Sand 1-26 66 6­1,66� 0, ,; ,,11;11 1111111-. 05 .. x 6 ,: FT1-C 410,2 Invert 1-31 0.74 -- ----- 0.85 ........ -- ---- 13 x 7 - 1111 8 1111 .. FTIB-C . - _-- 410.50 '. Upper - -- - ---- - -�41 ..... _ 0.25 - - 0,85 ..6 - ..._.. - - - ---- - 8 x 4 - ------ - ---- 4 ----- . --- _.... . ---- . FTIB-C Slope - --aa-- --- .... a.__ 410.37 at Upper -- -- - - - --- - -- ---- - 0.72 0.85 -- -- 13 x 7 - _- 8 - 1111.. - -- - -- FTIB-C --- ...... - 409.20 66 -1-42 1 X46 ;' 06a6,42 418.90 0;85 16 x FTIB-C 1-33 407.6 406.50 I-49 0 39 : J 6 : "10 x 5,' ii FTIB-C ,; 8 0€2 411. 0 S F-6 J 50 ... 0 8 1. 11.11..- 6x.4.. ` FCiB 4i 1 ii 404.20 . .. 1-51 0.27 - -- 0.85 -- 6 x 6 4 _.- FTIB-C _. 4€34.20 µ 407.50 15 - - -- ------------- --- Total .... - - - 15.95 -- - - -- - - -1111. - --- - -- -- --- --a -- SAND FILTER 1RTPFE nJEgT�'�T Sand D-32 SF -11 Structure Invert Pipe 8.00 Vault Weir Elev _ . - _-- Filter Upper Lower Upper Lower Dia Length Slope Bottom at Upper ID - 411.40 418.90 Structure -� 1-33 SF -6 406.50 404.80 15" 13.69 12.42% 15" ,; 8 0€2 S F-6 - - - _ 404.20 411.70 1-43 .. .... SF -12 BFB C11 TE 9 4€34.20 404,10 15 _ 7.50 1(1.0 i 1.00¢ .. 137A SF -7 407.00 406 75 15" 10.75 ... .. 2,33% _....--......- ... - ....... ....._ -- SF -7 400.80 408.30 400.00 407.50 SF -7 6, 6 4E} Y_QO 390.90 15" 40€3 70 6.50 1.54�/� 6 5i 1 54°I .. - -- ._. 1-18 SF -8 410.10 410.00 15" 11.07 0.90% ..... .. _. SF 13 SF -8 403.70 15" 8.60 .. 1.16% - 406.00 413.50 kI�' 8F-8 : t 17 406.ti0 405.00 1" 13.311 7.52/ ........ ..... ... D -27A SF -9 414.00 413.90 15" 7.19 1.39% ..-.1 SF -13 SF -9 1"25 461.25 40110 15" 11.611 409.30 416.80 SF .... D-26 49.30 41.2p 15" " 5.1 2ai3p°l� 1111. D -30A SF -10 416.00 415.90 15 6.92 1.45% SF -10 409.30 416.80 SF -1p b 29 4?9.30 409.170 15r` 35.69 0.84°l D-32 SF -11 417.25 ..... ....... 417.15 _ .. . 15" 8.00 .. .. 1.25% _ . - _-- SF -1111: - 411.40 418.90 -� F 11 _ i 31 411 A 411 25 ;.. 15" ,; 8 0€2 1 870X „ - - - _.... .....- 1-43 .. .... SF -12 ., 407.65 407.55 _1111'; 1111,,..il_ 15" _ 7.50 1.33% J DANIEL R. HINES Y`:. SF -12 400.80 408.30 SF -12 138 400.80 40€3 70 15" 6 5i 1 54°I LiG. No. 043176 126 SF 13 403.80 403.70 15" 8.60 .. 1.16% - kI�' SF -13 401.25 408.75 1 12/18/15 .�1 SF -13 1"25 461.25 40110 15" 11.611 1.29% � � SAND FILTER SUMMARY TA]BLE , . L Drainage Impervious Pre Sand Filter Clearwell Diameter Total Total s EET TITLE Area Area Treatment Bed Pipe Length Width Inv. In Inv. Out (Ac.) (Ac.) (ft.) (ft.) (ft.) (ft.) (ft.) (ft.) ind Filter 6 1.18 1.18 12 45 3 8 60 x 8 409 00 404 20 DETAND rid Filter i 1>', 1 15 11 j 4 3 59 8 40 75........ 40,00....... end Filter 8...... 1111.. .....0.92:... 0.92 .......:..... 14... .. 35 1111: 3 1.111..: .48....:. X....... 1111....8 ...410.00 406.00 COMPUTATIONS i:111 Ird Filters _ ... 1 21 _... 12 i [3 _,. . 4 3 _ 62 ._. 8 41340 40 30 - : and Filter 10 ... 1.24 .... 1.24 12 48 3 8 63 x 8 415.90 409.30 SHEET NUMBER: r4 Fi1�:r 1� '; 1.14' 1 14 1 1 44 3 8 58 w7-77 8 418 15...' XI 411 40.....: If „ and Filter 12 . _ 1111 1.08 1.08 10 ,,. , 42 3 _; 8 55 .. ..... x 8 407.55 400.80 ---------------- --' -----I—--------- -- ind Filter 13 ----- .. . . ......... . ... ...... 1.05 . ----- I....- ----- 1.0511 ._--- ----- - - -' � --`- 40 --'---- 3 ----- ' ------- 8 -.. --- - ---- - 54 -- - -- x ��-- -- - ---- - - 8 -------- - ..-- -- � �- 403.70 -- 1111--- -- 401.25 ...:: .. 1111. ......... Total 1111..:: .1111 .:: .......... 8.98 1111- .....:..' 8.98 1111..::. .......:. ........: 1111._: 11_11... - 1111... ... ......... 1il111 1111... 1111... 1111... ..:. ......... Ii ......... 1111. ........ ... 1111 1111 I GENERAL NOTE I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO 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 FI 11 I CONFORMANCE WITH LOCAL REGULATIONS AND CODES. I STRUCTURE DRAINAGE RUN-OFF COMMENT BY "CA" INLET RAIN RUNOFF INVERT LENGTH SLOPE MANNING'S DIAMETER CAPACITY VELOCITY FLOW REMARKS 1 11/20/15 LETTER OF REVISION AREA COEF. z LU AMENDMENTII DRH TIME FALL ELEVATIONS VALUE L 0 Lo� t F, TIME I - - 0 0 I- 0 LL IL (ACRES) L, 44 P4 (-) E: P4 LL 0 < 2 From To "A" Z >: Increment Accumulated Min. In./Hr. C.F.S. Upper End LowerEnd Feet Feet/Feet Inches C.F.S. F.P.S. Seconds 0 �� Z > M >:Oz 0 of z LL LU D z 0 -j 0 LU W 0 L) 6-23 ............ ............... ......................................... b-1- -3 .. .................... 0.56 ................. 0.85 - --------- ...................... 0.48 ..................... ....... 6.48 ................ ............... 5.00 .................. 6.70 .................. 3.19 419.29 418.00 132.10 0.0098 ..................... 0.013 - 15 6.38 ............. ..... 5.20 ........................ 25.43 ................. z 1) 10 D-12 074--- 0,85, 0.63 8� 1.33 5.42 ............. 6.60 ............ ......................... 8.75 415.75 414.60 10.8'..57 0.0106 ....... 0.013 .............................. .. . 18 .................. .. 10.80 .............. 6.80 15.96 ..................... ................... U U 0 --t �4 1 1 1 7 1 9: ......... ................ . .......... 4 U 44 w 22 Olt �O 61 4 U S2 ............... 7, 0 38..� 08 5 --- 'O .... . .......... ...... 26 6 49 ............... 22. 5 P4 8 .. 010123 ... ....... ...... ........ .... > ,-4 > ................... ............... ....... .............. ............ .......... ............ -D 34 6 6O ... .. ...... .... . . ....... .............. §v 49. ........... . .............. .................... . . . . ..... ....... . . ........ .. . ............... D-10 ................ .... D-01 .............. 0.70 0.85 ............ ... 0.60 ........................ 6 4 6.07 468.0� 408.10 120.63 0 013 30 34.47 ....... ..... 7.69 15.70 t�di b -01A 0.20 -O ......... ............... 0.65 . ...... 0.13 4,83 6.50 6.34 30M -408.00 405,62 --214,18 ........... 0�01 1 1 .... 0.013-'- 16.43 2230 ................... D -01A VaLlitic b.. .65 0.00 ........... 4.83 I - ............. 6.87 - --------- ..................... ......... ..... 6.25 .............. .............. 30.20 ---------- . ...... I 405.60 ... .............. 405.55 ............. ................ 7.00 .......... .......... 0.0071 0.024 36 .. ........... 30.59 .............. .......... - - ---- 4.93 .......... ................ .. ................. ....................... ................. ........................................... ----------- ------------- D .14 ............ 7 ......... . 41 7, ................. ........... 4 6! 00: ............... 0,0165' . ......... . . 1 ............. &OA .......... .... .. ... ..... -22 --------------------------------------------- ----------------- D-1 2 . ............ ............................. - - 0.46 ---------------------- 0.85 ------------------ 0.39 ------------------------- - - --- ... ........ 0.39 ------------ - -------------------- 5.00 ------- ---- - --------------- 6.70 --------- -- ........ 2.62 ........................... ..... ---- - 416.50 - - - -- --------------- 415.50 --- -------- 14.58 --- ---------- 0.0686 ---------- --- --- --- --- - ........ 0.013 .................... . . . 15 -- - --- -------------------- 16.90 ------ ------------ --- --- -- - 9.87 ------------------------------------- 1.48 - - - ---------------------- - ----------------------------------- --- ---- -------------------------- .......... D-W ............ D--35 ..................... ........... 0.56 .................................. 0.85 ............. 0.47 ............ . 0.47 ------------------------------ ---- -- - 5.00 --- ---------------------------------- 6.70 - - - --------- -------------------------------------------- 3.13 417.45 ---------------- 41 66 ---- 67.16 0.0216 0.013 --------------------------------- 15 ............... 9.48 ............... 6.79 ------------------------- 9.89 - ------------------ - - ----------------------- --------------------------------------------- .......... . 00 6,�W 7�1 06 ........ ............... .... ......... ........... ... 4:14 00 ................. ............. .......... 47 ............ ........... 0, 0212: .... . ..... 0013 . ..... . . ............ .. ..... .... .......................... .............. ........... .... ............ ............. :".: ............................. - - - - - -- --------------- - ----------------------- .......... .............. .......... ........... . . . ...... . .. . O�-85 ...... �::: ...... ........... ........... , - ............ : . �.:� -54 .................... :�::417, 0 417, ...... 417, 4 0 ................................. 6" .......... ---------------- - 3 4: �0 ..................... 2:::: ................... ............. ................ 5 6::::::: b ------------ ............ ........ ... . ..... .... ... ............ . .... . .......... ............ .................... --------------- D-14 --------------- 6 -1-6 . ...................... 0.66 ------ --------- ---------------- ------ - - - --------- ------------ O -A 4 -------- ----------------------- -- - ---- ----- - O -A4- - - -- ---------- ---------------- 5 OO-- -- -- - --- -- --- 670 ------ -------- 0.91 -- -- --- 415.50 -- - - ---- ---------------------------- 415.00 ............... 20.75 - ------- 0.0241 0.013 . . ..................... 15 -------- - - -------------------- 10.02 ------------------ ---- 5.02 ---- ----------------------------- 4.13 ---------------------------------------- -------------------------------------- ................................ I 1, 1 I � I I I 1"....,.,.".".....,........".",."","",",', .. ........................ ........................... ............. . 1 I - - - - ----------------- - - - .00 0.00 0.00 ............. 0.74 . ........... 5.07 ----- - - - - - -------- 6.68 ---------------------------- ------- 4.94 ------- 413.60 .......... .... ...... - - - - --- ------------------ 412.85 "" "" - ' ' - - - ----------------------------------- 38.22 --'--'�-'�, . - , - �, v �. :C! ! ! --------------------------------- 0.0196 . .1 11 ........ .......... ---------------- ..... 0.013 - "-- . - 1-1111- ............. .................. -------------------------------------------- 15 :7�� � -1 �:; ------------- - ----------- .......... 9.04 � .,:4:4�: : . .4. - ---- 4.69 . .... . - ------------------- I ---------------------- 8.14 - -------------------- - --- - --- ----------------------------------------------------------- ....... . . ..... . .................... .. ........... ................ . D-17 ... ......... . .... ...... .................... ...... ............ ....... .............. . ............ .... ...... . .......... ................................. .......... 3. 0, 2, 413:,90 .......... ...... 8 0 .......... . ..... ... ............... : � ��:: � ............... ............. ............... ........... �� 7 ........... . ....... .... ......... . ................ ...... ........... .. . ........................ ... . .. .................... ... .. .. ........ ... ......... D-16 - ----- ......................... .... .......... . ...... b-�4­ ... .............. ...... . --6.47 0.85 0.40 ......... .......... 0.40 ........... .... .............. .................... 5.00 ..................................... 6.70 ................................. .............. 2.68 415.30 414.00 W.1 0 ..... O-.0360 .................... ............. ... ......... 0.013 ........................................... .......... ........... ......... .. .... ................................... 15 ..................................... ....... 12.24 ---- . .......... ... ........................... 7.74 ............... ......... 4.66 ............... ........... ............ .................. . .............. ....................... ......................... . ................... ..... ....................................................... D-34 ............ ....... .... ....................... 0.75 ...... ............. . . . ...................... 0.05 ...... .................................. 0.05 .................. 5.00 . . ........... ----- 6.70 038 ................... 411.75 ........................................ 411.45 ................. 58.66 ........... 0.0051 ... 0.013 15 4.61 z17 ..................... 27.02 .......... ............... ...................... .......... -- - -------- ............. .. ... ... . ................... 1'O 0, .... ................ 00 .............. .... ........ .... ............. .... ....... . ............... . i7-ro ............. ..... . ...... ....... ..... ........ . .. ........... . ............... .... .. .... .... . ....... ..... 3:1 ...... .......... ..... .... .. .... .................................. ........ .......... ........ ........ ...... ....... 06 ..................... ... .......... �12 8.84' ............ 66 O& 5::� 8 433,6 0 ..................... ........... �>A 16 ............. ............. 7 .............. ............ ......... ............. ................. D-30 D-29 0.00 0,86 0.00 ................. 2.70 .............. 5.58 .............. . . .... 6.38 ................... 17.23 .................. ........ 408.15 ................... 407.50 .......... 106.10 0.0061 . 0.013 ............................... . . ........ 24 .......... ........... 42 16.53 .. ........ ... ........ ...... . ------------ -- -------- D4� D-28 0.00 0.85 ...... ... 0.00 2.94 -5.86 ---- -- -- - ---- 6 18-59 407.30 40630 - --- -- 1�� M b- 604- ....... 6.-61 3 ........ 24 19-44 64 *.- ib.24 ...................... D-27 0.00 0.85 ... --- - 9 -- - ------ - ---- ............... 6.17 .......... 6.27 20.00 406.10 405.90 ------------ ............. ....... 34.09 ............. - ----- 0.0059 0.013 .... 24 ...... -- -7 --- 17.33 .................. ............ 5.52 6.18 ..................... -:,.�D 71, .................. .... ....................................... OM ........ .......... 4 70 40 0 404 7 G� 014'8 ........ ............ 2751 ................ .................. 61 ............. ... :0 2 ............ . ............... ... ... .... ... ........... . 26 ........... . .. ..... .. w . ... .. ... . .... . .. ............ .. ............ ----------- . 27 ------------- ............. ...... 4 . . .... �IO77 0 O 24 30 . . .. ...... . .. ........ . . d 1.11 ....... ............ .......... ........ b--3 O --C- D------30 A -1.1-6- 0.9-0 - ------ ----- - ----- -4.0-4 ---1.04 -------------- - -5.-OO ........................................... 6.70 ------------------------------------ 6.99 .......................... 416.55 ............................................ 416.10 - - --- - - ------ ...... 30.21 ------------- - 0.0149 0.013 ------- ---- 15 ------------------- 7.87 ----------------- - -- - - 7.23 ------------------------------------ --- - 4.18 - - ---- - - - - - --------------------------------------- -- -- -- - - - -- -------- D -WA ---------- D-30 0.00 ........ ......... 0.85 -- - --------------- 0.00 ---- -------------------------------------------- 1.04 ........... 5.07 ................. . .. T.'�''.T.�'��'�%��%��.7.%�%�����%��.r.-����.'�.� ......................................... - 5.36 . ......... ........................... ---------------- 5.60 ............................... 416.00 ............................. ........... 415.50 -------------- 17.34 ------------------- I - 0.0288 ------ ---- - ---- - ------ 0.013 ............. ...... - - -1 ------------- --- - ---- 15 --------- ........... 10.96 ---- - ----- I ---------- - -- - ---- - .......... 8.93 ----- ---------- 1.94 ....................... ............... ..... --- -- - - - ------------- - - .85 ..... ....... ..... ... .. .............. ......... ... 6,70 ...... .... . II�0�0805 �i 0.01 3-:: ........ ... ... ........ - ----- - -------------- ---------- ------ -b--2-9--,-, - --- - - ----- --------- ................................... - - ---- 0.-2, 8 ------------- -- ........ I. ----- 0.85 ............. -1 ------------------- 0.24 024 5.0'0 .................................. �'3' I - ----- .............. - - -- - - --- - -------------------------------------------- --------------------------------------------- ------- - -- 4-1-5.3-5 414.00 ----- - ------------------- ----- -32-.67 0.0421 - 0.013 ------------------------ ------- ---- 15 . .............. ................ ---------- --- ................ ..... ........ 6.6� .......... . --- --- ............... ---------------- .... ....... . ..... 4.83 -- --- - ------------------ ...... .. . ... ..... ------------------------------ - -- -------------------------------------------------------- ------- --- D -28A D-28 --------------- -�b - ------------- ---------------- ---------------- 6-�6 - 7' -------- --------- --- ---------------- ...... 5.00 ....................... 6.70 .................. - -- 1.71 --- . ........... . --- 414.35 - - - ---------- - ---- ----- .............. -- -- - 411.00 -------- ---------------------------- 23.18 --- --- ----------- ---- ---------- 0.1445 -- -------------- 0.013 .................................. 15 ..... ---------------- 24.53 ------------------------- ----------- 10.75 ----- ----------------------------- -------- 2.16 ----- - ------------------------------- - - - - -- ------ . .... ...... ... . . .... ... ..... .. ........ . .. ........ . ...... ..................... - A 14,00;:�� 75 00 ......... 3: .................. ......... �:� f -6 . . . ..... D-25 .......... .......... 0.25 0.85 ----------- .................. 0.21 ...... ................... .............. .............. . .......... .............. ........................ . .................... . ......... .................. ............... ............... 5.37 ..................... 1.14 ..................... . ........ 413.85 ... .... ........... .. 410.00 ................ ............... 592 ---------- 0.013 ................... ...................... . 5.70 .......... 8.79 ............. ....................... ........... b-06 D-0-5 9.20 ................... 0.90 ......... ............... ------------- 0.18 - 0.18 ............. 5.00 ..................... 6.70 1.21 410.75 ........................ 410.25 ................... 58.62 ............ ........... 0.0085 0.013 15 ............. 5.96 ................................. ............................................ 3.77 15.55 ................ .................................... ........... 0 0 7 6 53 A 4 .00 408 .......... .. ... ....... .. . 51 O� ..00 -- ----- 1 ...... I �63 64 . .......... ......... . ............... Vauff ... ... . . O. ... ...... . ... . . ... .. ... ------ . - -- ....... ... .... .......... ........... 8 ........... . 51 8, 47:: 4 .. ................. ............... ....... D-24 ............. ...... ...... ........... D-05 0.82 ........ ........... ... . 0.85 .... .................... .......... ............... 0.70 ............. .... .. 06- ......... .......... ............ 5.06 ........... . ...... .......... 5 3.74 ......................... ............ ............. 413.00 ............................ . 411.50 ...................... .............. 21.78 .. .............................. 0.0689 .. ........ . ........... .................... 0.013 .............. ..... ........................ ........... 15 ............. � I � - ---- 16.93 I .......... ........... . .. ... -------------- ............ 10.71 2.03 . .. ...... ... ... ................. ................................................... ............... D-04 0.08 ..................... 0.90 ....................... I ................ 0.07 .............. ... .......... 0.07 ............................... 5.00 .......................... . 6.70 0.48 411.50 ..... 411.00 ....... . 52.00 - ------------------- - 0.0096 ................. 0.013 . ........ 15 ............... 6.33 ....... 2.98 ............ ............... ............ 17.47 .................................................................... .................. ............ .............. . ............ ..... ..... ..... ..... .............. .............. ............. ..... ..... .. ....... . .... . .. .... .... .. ... ....... ...... .............. :::::::: .......................... . ................. :0.74. .......... ............. .......... ... . ........... .. ........... ... ..... . ...... . . . .. ........... ... ...... ..... .... 4 21 .. ........... . . . . . ........ ............. 41372 .............. . ........................ .................. 22:54: ................. .................... .....O�04r3 ............ . ................ ..... . .... ..... . . .... 3. ........... ........... ....................... . .............................. ..... ---,.,v.,.v, ............... ... . 2 .. ....... .......... ... . ......... ....... ........... . ..... .... .. ... .... ... .......... ........... ... ..... .. ..... ... .. A-44 ................ ....... ..... ..... ........... A-41 0.56 ............ ................ 0.85 .......... ............ 0 .43 ........ ......... 0.48 5.00 ........ ....... 6'.70 419.00 ...... 4 . 14.4 1 0 ..... . ........... 5 9.42 0.0101 0.013 6.48 - - ---- --------- ............... .... .. 5.19 11.45 . .............. ...................... A-4� ... ....... . A-4� .......................... ... 0.23 .. . ........ 0.8-5- O'.20 6.20- ............. ... ............... 5.00 6.70 . ...... .... ........ ................ 1.3-1 41-7.33 417.,-0-5 --- 61.6-1 0.0045 ... . ..... 0.013 - - - ----- 15 -4-35 -3.03 20.32 146 ....... 016 I 7 . .. ------ ---------- ------------ .. ......... ........... ................... ­6.�6 .... 107 0.23 0.60 0.14 0.52 ............ 5.27 .42 405.25 404.60 110.92 0.0059 - 0.013 I6b 8.04 -30 25.82 ------------ ---- ----- - - -- ---------------------- -06 -1-1 ----------- 0.00 --------------- ------ ------------- b.8b obb ----- -------------- b.7-9- -- ------ -- ---- --- --- 5-7- 0-- - ------- 6.53 5-.15-- 404.40 - --- --- - ---- -- 40-3 8 0 1-10.50- -0. 0-0-5- 4-- -- - ------ - -------- -- 0--.-01-3 ----------- 1-8- -1.74 - ---- ---- 4.64- - ---------- -- --- - 23.81 ------------------------------------------- ----- -06 1-62 0.63 - ----- ......... 0.85 ................. 0.54 2.54 ........... 6.10 ................ 6.44 .......................... .................... 16.38 .......... ......... 403.30 -- - - - --- ------------- 401.68 ----- ....................................... 127.09 ......................... - 0.0127 0.013 .............. 24 - ------------------- .. 25.53 ................... .................... 8.61 � 11 ----------- 14.76 ------------------------------ - - - ------------------- -- - - - .......... ................. ... . .................... ............. ................. ............ ........... ......... .................................. . .. . . 10.00 66 1-7,30 3W60 989 . .. ............. ....... ..... 2 . 3 ,80 9$ ... ... . .... 93.4.65:i� -, . ....... 4075.�:: , 1 3:: ....... .... ....... . i-01 VaultB 0.00 -- - ----- --- 0.85 ---------------------- - 0.00 ----------------------------------- ------- ------- - ------ 44 7.0 9 6.20 - -------------- ------------ 21.31 ------------------------ I -1 - �6�.00 - - - -- --- --- -------- ..... 397.10 ------------------ ............. 22.00 b.b4o . 9 - ----- 0 . 0 2 4 ......... .................... 0 ---------- 44.9�* 9.00 ........... -2,.44 .................... ...... .... ....... .................. -- -------------------- ---------------- --------------- f-12 --- 0.74 ------------------------ ----------------- 0.85 --------------- -- - - 0.63 ------- ------------ ............. - -- 0.63 ------------- ---------------- --------- - -- --- - ----------- .70 -------------------------------------- 4.21 - -- ----- ------------ 405.60 .................... 403.80 169.62 ....................... - 0.0106 ------------- 0.013 ---- - --- ------- 15 - - ---------------- 6.65 - ---------------- ---- 5.67 - --------------------- --- -- 29.93 ................ -------------- - --- 1 2:: 4A 4 0, b 66 .......... 2 ...................................... ...... . ........ . ............... ..................... . ...... ........ . ......... ...... ....... �: . �: ........... . ....... ,3 ........... .. . ..... ....... .... ............. . ........... i 4 I 0.08 0.85 0.07 .................... 0.07 t-.00 ................ ..... ..... 6.70 b . 46 --- --------- - 408.bd ........... .................... .... ............ 30.64 . ................. 0.0326 ........ .......... .......... 0.0 13 15 ..... . ............................. ....... 11. 66 4.27 . .............. . ................ ............. ..................... .......... ............ i -m- i--05 6.12 ........ ---- 0.85 .... ...... .... ..................... 0.10 0.10 ............... 5.00 .. ............ 6.70 .......... 0.68 408.00 ........... 407.45 ................ 20.35 0.U70 0.013 ............ .... 15 .......... . .......... 10.61 .. ..... ........... 4.65 I .......................... 4.38 ........ . ........... . ........... ............. ........ . ........ ... ........ . ......... ..... . .......... . .. ........ . .... ............ Added' ... .... .... . . . .. . ....... .... ............. . ..... "JIB 0 ...... ..... 3 _5 00 610 5 6 410 65 0.U1U1 )O ............. . 7.52 ........ . . . ............ ........ .................... ...... A . ............. ...... .. I �o �: . ....... .... . .. ...... 5. : : A 5�5 ...... .... -8:64 .. 0LO329 ffl 3 . ....... .... ........ .. ........... ... .... ........ 1-17 1-16 0.00 0.85 0.00 0.83 5.21 6.65 .... ..... ..... 5.52 ...... ....... ............. 404.60 4o4.10 47.98 ...... .. ............... . 0.0104 0.013 ...................... ............ 15 6.59 ------ ....... 6.01 7.98 . ............. ........... ........... 1-16 1-06 ........................ ...... 0.46 0.85 0.39 ............................ .. 1.�� ........... ........... a34 ........... 13'u ........ ... ............. 8.08 404.00 ........................... ............. 403.80 ............ . ................ . 18.99 0.0105 . ....... .......... - .............. 0.013 .................... 18 ...................... .............. - 11 ........... 10.77 ............. .. ........... ........... 6.67 ............ 2.85 ................ .. .............. ............... ................... ............ ...... ..... ...... .................. ... ........ ........... ............... . ...... ..... . . . . . . �,B 1 4 2.46. .... 41010, ................. 8, 0� 4 8 . . . ... .... k63 .......... .85 .................. .... ............ 9 .................... .......... . .............. ................... .. 411 ........... .. 5 O A 4- .................... - ......... ......... .................. . ..... ... ............... . .. . 0 , ��� 8 .............. 2.14 ...................... ................... ................. . ......... ............. ............ 1-49 1-48 0.45 O.--85 0.38 -0.38 5.00-- 6.70 2.56 411.60- 407.20 141-.94 0.0310' 0.013 15 7.44- 19.-08- 1-47- 0.27 0.85 0.23 0.84 5.32 606-2- 5-.57 ........ 407.00 ..... ................. 405.00 .......... 179.06 ..................... 1-11 - .......... 0.0112 ...... 0.013 15 6.82 .............. 6.18 ................. 2&97 . ..... ................ ........................ ........... ... ............ ............ ........................ .................. ....................... .......... 140 &4O 15:9,45, .......... 00 4 0 i�� &:3 ----- . . . . . . ....... 4OZOD . ...... ........ 24: . ...... . ........ . ........ ..... ... 1-38 -.- - - 1-37 0.00 ........... I � I I I ----- 0.85 - ---- --- ----------------- 0.00 .................. I ............. 2.24 --- 6.76 6.28 14.04 400.60 400.15 82.81 0.0054 0.013 24 16.68 5.95 1'3'.9'3 .. ......... �t ................ .......... i -36 ........... 0.00 -O-bb - - - -- --------- ---- 0.85 0.00 - ---- - , ---- 4 §6 ------ --- - ----------- 6 - ----------- - - .99 -------------- - - --------------- 6.22 ------------ - - - ------------ 30.99 400.05 ----------------- 398.75 - - -- --------------------------- -- 69.00 -- 0.0188 -------------------------------------------- 0.013 --------------------- ---------- ---- 24 ------------------- � -- � I ---- 31.06 -------------- - --- -------------------- ----- 11.27 6.12 .................... -------------------------------------------------- i j6 ;�� ftb U 4.98 -------- - ---- x.8--- 7 - ------------------------------------ 398.75 --------------------- - - -- ------- 397.40 -------------- - ----- -------- 16.34 --------------------- 0.0826 0.024 - ----------- - 24 -- ------------- ----- 35.24 - ----------------- ----- - - 12.63 .......................................... 1.29 ............... --------------------------------- "bf i ----- - --- - -------- .......... .. ........ . . . . . ...... ........................ .... ........... ... ... .............. ...... ..... . . ........ .... ..... ------------------ .............. A ...... .................... ....... .. ... ... ........ .. .......... ....... ......... ......... .. .......... ................. .......... ..... ....... ........... ........... ......... .. . ......... .. 407-00 .................. . . .... ............. . .... . . . ......... . . ..... . ....... ... ................... . ....... ................. ....... .... ...... ---- . ........... .......... -------------------- ..................... ............ 1-42 1-37 . ............... ............ 0.72 0.85 0.6 1 ............ ..... ........... 5.00 ....................... 6'70 4 , .10 4 09 2 1 0 408 1 .0 0 ........... .... 2 . 7.6 , 9 0.0433 ........... ...... .... 0.013 ...... ............. ... . . ..... 15 13.43 .. .......... ........... 2.96 ........... ............. ------------ -------------------- 1-44 1-43 1.07- -0.85 0.91 0.9-1 5-.00 6.70 ................... 6.09 4WN -408.75- 12--.10- O-.04-05 O.- -01-3 15 ........... .. 12.98 ................ - ------------------- 10.40 1.16 ..... ....... 1-48 -- -- ----- -- .. . ........ .......... ---------- 7 .. I ........... .......... O'D ............ .............. ............................ ..... . .... ...... 70 419 3.7 ...... 0 . ...... ....... A .. .......... .... ...... . .................. ............ .. .......... ................ ................. i 66 --------------------- -- . ......... -------------- k47 ----------------------------- -------------------- O-' -18 ------------------------ .85 ------------------------ - - --------------- 0.15 .......... ----------------- 0.15 .......... - --------- ----------------------- ------- - - 5.00 ------------------------- ------- ................................ 6.70 ......................... - -------- 1.03 ................ .. ------------------------- -- 411.00 410.50 ----------------- 10.00 - ---- ----- ------------------- - 0.0500 - --------- ........................ 0.013 ............ ---------------------- 15 --- -- ---- -------------------- 14.43 ............... - - -- 6.79 ---------------------------------- --------------------- ......................... 1.47 ------ ---------------- ----------- ........................ .............. ------------- --------- -- - - -- ---- --- .......... ........... �0,27 .. ......... ....... 0 �23 ......... .................. ......... . ........... ......... .... ............ ................... ..................... 13.54: ............ ....................................................... �i�iaultB ...... ... 5 .. .. 610 ............ ........... ........... ........... ................ ........ 26 6 ... .. 41 ---------- 410,00: ............ ..... ....... ................ ............. ... ......... - - ----- ............ 17. 20 0, ..... ...... ............... ---------- --------- ................................. 0.00 0.85 - - - ----------------------- 0.00 ----------------------------------- -- 0.38 ----------------------------- 2- ---------------------------------- ------------ 6.70 ------------- 2.56 402.50 401.00 -- - - - - --- --------------------- 6 --------------------------------------------- 0.1406 ----------------------------------- - 0.024 ------------- ........................... 15 .................. ------------ -- ---- ------- - - 13.11 7.98 1.34 -1-2- 2--- 1-21 0.1- 4 --- --- - - ------ ----- 0 85 --O---.-63 ................... 0.-6-3 ....... ----------------------- 5.00 ----- - - --- ------------ 6.70 4.21 -------------- - -- - - ------- 407.50 - - - ----------------- 407.00 ---------------- ---- . .................. 24.38 ----------------------------------- --------- 0.0205 ........................................... 0.013 --------------------------- -------- ------ ----------- 15 - ------------------- - 9.24 7.26 3.36 - --------- a 011.1 0 '69 - - ---- -- - - - ------- 402�5 4 - - ------- - :4: ............. ........... .... ...................... ....................... .............. .................... . .............. ... ........ ............. ... ............ ................. ....... . ......... ...... ................................... .... ................. ..... . . ........... ...... ................... .......... ..... ..... ... .. . .... ..... . ....... .... 7 01 415,25 41Z7 f 3 60 O'O 1-27 1-26 0.00 0.85 0.00 0.89 5.38 6.61 5.90 412.65 412.20 53.45 0.0084 0.013 15 5.92 5.50 9.72 i---- - I -26 ............. ..................... .................. 1-25 0.00 0.85 -- --------------------- 0.00 ----------------- -- -- -- --------- 0.89 -------------- 5.55 -------------------------------------------- 6.57 ---- --- - I -- - -- -- - 5.86 - - - --- --------- 403.80 ................... 403.00 55.55 ------------ 0.0144 ........................ - --- --------- -------------------- 0.013 - -- - -- ---- ------------------------- 15 7.74 ................... 6.91 - -------------- ----- - 8.04 --------------------------------------------------------------------- 1-28 - -- - --------- vaultt� - ---O.Ob - -- -1 - - - - - 6.00 ---- ---- ---- - -- N-2- -------- -------- I - t.6-8 -- --- I -- ----------- -- 6--.-84 ----------- - F 1-9.05 40-1-.-O-- O 400.10 1-07.33 0.0--O 84 -0.024 - ---- - �4 ------------ - - - ---- -- 3.57 30.04 1-29 1 1-25 OOT urains Added: 1-32 ......... ...... I 0.33 1 0.33 1 5.00 1 6.70 b.2-2 -- - - -- I -- - - - -62� - - -1 -- ---------- 9 -.bb 6-1b ------------- 1-A- 8 - 409.50 1 16.04 1 0.0792 1 0.013 REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH LLJ -j AMENDMENT1 < < > 4 1 11/20/15 LETTER OF REVISION DRH 5 z LU AMENDMENTII DRH zz ,2 -0 C, - q , 7, z U L U L 0 Lo� t F, I - - 0 0 I- 0 LL IL L, 44 P4 (-) E: P4 LL 0 < 2 P, Z >: 94 U 0 of >- 0 Z 0 �� Z > M >:Oz 0 of z LL LU D z 0 -j 0 LU W 0 L) U z z 1) 10 z U 8� ;1� U U LZI --t �4 U 44 w 22 U S2 U 9 0�d P4 0 26 P4 > ,-4 > U REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH AMENDMENT1 4 1 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENTII DRH L 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 "00-245-4848) (PA 1-800-242-1776) 5) CA 1-800-552-70,01) (MD 1-800-257-7777) (DE 1-800-282-855 1 NOT APPROVE PROJECT No.: V122001 DRAWN BY: JLP/CBC %..CAD I.D.: L5 PROJECT: FINAL SITE IPLAN FOR - 5TH STIREFT STATION OVEIRALL LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 STORM COMPUTATIONS SHEET NUMBER: 12A ----------- ...... ----------------- - D-28 --- --------- D -28A - ------------- --- --- 415.32 ---------------- ---- ....... 15.00 - -------------- - 1.71 ....................... 23.18 --------- -- 0.0007 ---- --- - -------------------- 0.02 ---------- . .............. 8.90 10.75 ................ . ... 0.45 ......... --- --------- 0.00 - ---------------- ---- 0.00 0.00 .......... - _ -- -------------- Junction Loss 0.00 ------- - 0.00 - --------------------------- 0.00 ------------------ - --- -- 0.45 0.58 ............. 0.22 0.24 ---------- 415.56 ------------- - - -------- ------ 417.75 -- ------------ . ............. HGL ------ ------ - ----- OK Lower .......... Upper -77 ------- :, Outlet Do Qo Lo Sfo Hf __8 ......... VO Ho Qi Vi QiVi ViA2/2g Hi Angle Hdelta Ht 1.31-11t 0.51 -It Final Inlet Throat ---------- . acceptable? Inlet Inlet WSEL (in) (cfs) (ft) (ft/ft) (ft) .......... (fps) (ft) (cfs) (fps) �,_7z 0 W 00 (ft) (deg) (ft) (ft) (ft) (ft) H (ft) WSEL Elev -- --- -- - 3-5.0-2 Remarks - -------- .. 0.00 Clearance ............. 8.47 ----- ------- 0.28 ............. 8.28 ------------------- 7.39 - ------ 61.20 ........... 0.85 ..... . 0.30 .................. 0.00 0.00 0.58 ---------------- 0.75 0.29 - ----------- ----------------- 0.29 - -- ------ 410.35 ................. - 419.02 ........ --- b-64 -D-05 410.35 8-.28- 1-45.10 0.0130 1.88 7.39 Iz 0.21 3.74 VauItC 40.06 D -01A 0._62 410.06 --4-16-.42 36.00 30.20 I ........... ....... 7.00 0.0021 0.01 .......... 412.65 4.93 0.09 30.63 ...... ..... 9.61 294.18 1.43 0.50 5.00 0.09 0.68 0.89 0.34 0.36 410.42 418.78 OK 8.36 b -o 1 A' -b-01 5-61 moo ------- 30.63 ------------ 214.18 ................ .............. 0.0021 0.44 .......... ... ........ 9.61 0.36 26.07 3_7 7.69 . 200.35 ........ 0.92 ............. 0.32 ........... 5.00 0.06 0.73 0.95 .......... 0.37 .. 0.81 I ..... 411.22 ....... 414.92 0 : V., ov,� 1 1, ............ ............... ............ ........... I � .......... OK I .......... 3.70 I A- .......... 0_23I D-1 0 ........ 411.22 30.00 26.07 120.63 0.0040 0.49 Q.48 7.69 0.23 ........... 22.26 ...... . ......... 8.91 ........ 198.39 .. 1.23 0.43 ................. 10.00 0.43 ............. ... 1.09 ....... 1.42 .... ­ I . 0.55 ........ - 1.03 - - --------- 412.26 - ------- 415.92 -- . ........... ............... ........ ....... .......... OK --- ......... 3.66 ......... . . . . . . .. .......... .......... 0_847 4 226, 2 4' UU3 0 45... ......... 22,55 ........................ ........ 90 4' 0 27 . . . . . T0 . . . . . . . ... . . . . ... 6 o'.. 0 418,24 ........... A41 0� . .... ...... D I 1 04 22 55:T 1 .......... 97:47:: 041 0 66 .1 A _4� .. ............ 9. 4 _418 66 15 00 ............ * ............... 1.31 -61.61 ............. b_.0000 6.00 3.03 . 4 10#1: 0.04 ....... ................. ............................ 0.00- 'O.00 - 0.00 ----- ........... -0.00 ............ 0.00 9 029 , &7 , ......... ....... 86, - ----- U�v 6; 9 -7 0, ...... ..... ..... .. ..... b6 K 00, D-12 6 D-1 3 416.93 18.00 8.75 108.57 ............. 0.0069 0.75 '4 6.80 0.18 3.19 5.20 16.57 0.42 0.15 70.00 0.00 0.33 0.42 0.16 0.92 417.84 421.50 OK 3.66 b-1 3 ............ 67 D-:�� 0 -410.66 1 6.6o 3'19 ........... 1K. 1 0 .............. 0.0024 0.32 41i 5.20 ----------- . 0.10 .......... .............. 0.00 ........... 0.00 0.00 .......... 0.00 ............. 0.00 ........ . . 0.00 0.00 ..................... 0.10 . .......... .. 0.14 0.05 ........... 0.37 ........... 419.66 ...... . ...... 422.86 ......... --- .......... .............. .......... .. ............ .... ........... OK ...... 3.20 ............ U_ 3 ........... .... . . .... 661, V 2 1-05 1-06 __464-46 fu 16.38 127.09 0.01 0.67 8.61 O�29 I13"44 6.01 33.17 0.56 0.20 90.00 0.39 0.88 1.14 0.44 1.11 405.51 22 I-06 �i � � ........... -60 -- ------------- -- - ...... 405.00 ............................. 18.00 ------ 5.15 ---------- ------ 110.50 -------------------------------- o.Qo 0.27 - ----- ------------- 4,154 008 3.4.2 '0,0 0 . . ............ I 3.1 7, - ----- I I ............. 2.22 . - ------ . .41 ........... ­ I I.- 4-A3 4 201 ----------- 1.97 ........... 406_._917- I 4.12,00 ............ .... 1 ----------- I_-__0_7 - ----------- ............... D-35 . .............. - 415.79 ---------------------- . 15.00 -- -- ---- - --- 4.64 ----------- --------------- -- ----------------------------- 84.71 -- 0.0052 ---------­--------------- .......... 0.44 - --------- - ..... - ------- - ------- ------- 7.53 ........... 0.22 3.13 -1.4.28 - --------- 4.55 ........... 6.79 ---------------- - - 21.28 ----------- ....... 0.72 ------- 0.25 ----- ------ ------------------- 30.00 0.00 .................... - 0.47 -- - - - ---------------- ------- 0.61 - ------ 0.24 ... 0.67 ........ 416.47 ----------- - 420.40 ......... . .......... ----------------- - ----------------- -- -- -- ---------- OK ---------- - 3.93 - - ---- -- �,:� ................. ... .. .. .. ---------------- D-_36 .... I ................... ................... ...... -- - - --------------- 417.00 ---- -- ... . .......... . ............ 15.00 ................. 3.13 67.16 0.0024 - 0.16 ------ 6.79 ...... 0.18 - -- -------- - -------- 0.00 ------- --------------- 0.00 .............. ......... ... 0.00 ---------- ---------- 0.00 . ......... - ------------- 0.00 --- ----- ------ 0.00 .......... 0.00 ............ -------------------- 0.18 ... -- -- -- 0.23 . 0.09 ....... . ..... 0.25 ........ ............... - ------- 417.70 -------- ........... 422.00 .......... - -------- ------------ ----------------- - ........... ...... . OK ...... . . ............... 4.30 .. ... 0 4 002 . 0, ........... .... ... ......... 0 2 �4 . ..... .... 4 ... ............ NFi� 400.75 ...... 15.00 ... 4.09 ............ D-1 1 .. .. ................ 0.00 b' -'l 7 415.79 I 15.00 4.94 ..................... 38.22 0.005§" - ---- Q..6.7- 4.69 . ........ 0-09 9" 2 7.49 : : 29.37 b.87 2zz-­ 0.30 55.00 .......... 6-..o. 0 ........... 6-. ib_ . . 0:5. 5� 1 0.20 ' :: " 0.4�' .......... 416.�'f 419.12 - ---- -- ------- I 34.39 ---- ---- ---- 0.00 .......... ............ 6k .. ......... . ..... ... . . ..... 7 -----------­------ ----------- --- D-19 ........ ....... -1 ----------- -­ 416.21 ....... ...... - 15.00 ------ 0.91 -------- -------------------------------- 20.75 ---------------- - - -------- ---- 0.0002 ................... ...... - 0.00 - - ­­ - .. ­­ .......... .. .... .... 5.02 -- ------- ------- 0.10 - - ------- ------------ - 0.00 ­­- - - -------_-_ ---- _­ --- ------ 0.00 ------- ........... ........... - 0.00 --------------- --- ------------ - - ----------- ... 0.00 . ....... 0.00 ........... . 0.00 ............ - -----------------­-­ ............ 0.00 -------- -1-1 1.1.1-11 ...... 0.10 -- ----------- -------------- ..... ... 0.13 ... ............ . -------- 0.05 .......... -- ------------- ---------­-- 0.05 - -- -------- ---------------------- ---- 416.27 ................... ----------- -- ---- -- 419.03 .............. --- -----­----- --_-------- --- - - ----- ------- - --- -------------- - - - --------------- -- - ---------- - - . ............. -- ---------------- - -- - ----------- - -------- OK - --------------------- -----__ - - - ----------- ----------- 2.76 - ---------- -- - - --- -­ D-� 7 ------ b.00 0.00 . . . 0.00 --- -- ------ - - - 0.00 -- ------------------- ------ 0.00 - - ----- - 0.12 03 -- 0.06 0.79 .. . ..... . . ...... 49 ::::::: 211-11, Q 2 .... . ..... ........ . 1: 0 . ... .............. 0"o . .... 22 .... - ------- 02 ------- ........ 1-11 .... .............. . . .... . . . . . ... . . . ........ . ........ 0 . . .. . ...... ............. --_-------­ . 415M ............ .. . . ......... 0 ............. ...... ..... ..... ....... 7 4 .... ....... .. 408.. 5 ......... ........... . . .......... 0.68 20.35 .......... ................... .. ............ ....... ..... 0 ....... ........... :� 0.08 .... ......... 0.00 .............. .. ............. . .. 4 . ... ............. .......... . ... .. .... . - _ ---- To !' 1111� ......................... ................... 7 D -M ............ 0.04 6� ........... . 412.50 -41 1-6 . '1 5. -0 0- ................... 0-.3,5 - ------ -5-8.6-6 -_-­­ --- - o'.00- ob ................ 0.00 .............. 2.17 .. . ...... ....... 0.02 ..... 400 ........... . ..... O.-Oo - ----- ­ 0.00 ............ .. _0.00 .......... ..... ....... -o.-o-o 0.'00 - o.-oo ­- . ..... 0.02 ........... ...... 0102- 0.01 ........... .......... 0-.01 , . ... 41 3 -.17 ......... .. . . -417.28- ......... I_ 0.38 ---------- ............. ............. OK ............ ___4.11 v D 2 ... �::2 90., 0 99 b of 61 '8 i9 .. b . . .... ....... ... ......... ........... .... . ......... -82, 2 04 q 1. 0: 0. ....... . . . I0 - - ---- --- . ........... :'9, 7 . .... 5 6 41053 20.69 84. 1 6 isb:��ii�:: .. .... ... . ......... 26698 1 5 81 6 00 . ............ 4b 4 1 42` Q. .................. 44. . ............ OK ......... 26 . �2 b 77 0 ......... .... to ... U .... .............. ......... .... ............. . .... ............ .. 60 ......... ..... _0 . . ........... I 0 1 -0 .............. 8 5 _411.10 7. ........ 1.82 ....................... b A 6 8; -- ­ 0.01 - ---------- ---- - 14.28 44 0.79 ......... . 0.00 D-28 .............. 0.00 ........... 414.06 24.00 20.00 34.09 ........... 0.0078 0.27 040 ........... 5.52 0.12 18.59 ..... 10.75 ........ .. 199.77 ... 1.79 0.63 90-.,00 i.26 2.00 2.60 ----------- 1.00' 1.�7 4 418.90 ......... ......... ........... ........... ............ OK 3. . 5 . 8 ......... D-28 b-'29 . ....... 415.32 -416.66 ­ I � I., ............... 24.00 . 18.59 ............... 135.51 0.0068 _01-00-58 0.92 7.04 0.19 17.23 ......... . ............... 6.63 .............. . - 114.33 0.68 0.24 65.00 .......... 0.40 � � I—- .... ....... 0.84 1.09 0.42 .. 1.33 ............ 416.66 419.90 ........... ............ ............. ................. ............... . ........... OK 3.24 D-29 3.36 D-3-0 21) 2 7 7 24.0-0 17.23 106.10 0.62 ...... 6.42 0.16 6-.84- 14j -11.99 -82.04 2.23 018 85.00- 1.52- 2.46- J.20 1.2-3 1.85 418-.5-0 420.90 0 - - -------- OK 2.40 ...... 4 y 76 84 63;:, ............ 404.40 24.00-- 14.10 -- - - --------- ----- 61.00 ................. .... . 97 0.24 - ---------- ...... 48, d 27 ............. _-, 12.09j "I 02.68 2.27 0.79 90.00 1.59 2.76 3.59 1.38 1.62 - 406.02 0-31 .................. - - ----------- ------ ---- -------- f-39 ................... 140 ............. 404.40 . .. ......... 27 . . ..... ... ........ . 159.45 - ---- - ----- d 1.04 6:: . .. ..... . ......... ----------- 0.16 ------ ..... 6.47 ... .. ...... . -- --------- 5.82 0 ...... ..... 0 ..... ....... - --- 0.25 - - - - ----------------- 0.59 -------- ------------------ 0.77 ------- - 0.30 ----- - 1.34 405.74 - ---- 414.80 -- --- - --- - 1-40 ............ .......................... 1-47 -3'0"' . - ------ 405,30=111- D -30A -b-306 - - --------- 61.4 418.50 15.00 'I 5.60" 17.34 0.0075 0.13 - ------- 0.09 8.93 0.31 6.99 ........ 0.72 7.23 Tb' 50.54 0.81 0.28 0.00 ..... ...... o.ob­­­­­-d 5- 9 ........ . ....... 0"'. 7 7 . ....... ... �'6.36 0.43 418.93 46 OK -77 -:117I. -I-11-11129.16 D -WA -­- ----------- 0 ------ - - - --------­--- - --- 4i6_.§3_ __­­ __ ---- abo ---- 6_._9____9 ----- -- - - ---- -30.2-1- ----------------- ------ --------------------- O.O- 7 - ---- 6- 3 5- ----- - 1.23 ----------- 020 - ---­--­ 0.00- ------------------ - 0.00 ----------- _01-60 - - - ----------- ------ o.00---- ----- ----------_-------- o._oo___ - -----------_-- -------- 6.00- ol 0-0- __ - -------­--­------ __ _o.20,__ 0_2 6 --- - -- I ------ ------ ------ 0.10 -­- -- - ---- 0._4_6 _4 116.39 --- ---- - ------ 421.30 ----- - - ----- _--_ - - ---------­--- - - ------------ - - - - ---------------­--- - ----------- - -----_----- - -----------­­- - - --------_-- ------- - ------ 0- -, K_ ------------ -----­­------ -- ------------ 1 ........... - - - ------------­- . ..... ----------- ...... ----------------- - D-28 --- --------- D -28A - ------------- --- --- 415.32 ---------------- ---- ....... 15.00 - -------------- - 1.71 ....................... 23.18 --------- -- 0.0007 ---- --- - -------------------- 0.02 ---------- . .............. 8.90 10.75 ................ . ... 0.45 ......... --- --------- 0.00 - ---------------- ---- 0.00 0.00 .......... - _ -- -------------- 0.00 - -------- 0.00 ------- - 0.00 - --------------------------- 0.00 ------------------ - --- -- 0.45 0.58 ............. 0.22 0.24 ---------- 415.56 ------------- - - -------- ------ 417.75 -- ------------ . ............. ,D ------ ------ - ----- OK ------------ 9-.-0-6 .......... -- ----- - - - - ----- -77 ------- :, - � -W 4 04 __8 ......... .. ........ .............. 4 ;14 ,�2 ---------- . .......... < ............ ...... j ... .............. .......... . . .... �,_7z 0 W ----- -- --- z ----------- vaulfc - - ------ - 6-64- 0 36.00 '18.00 1- _6_._7___9 ---- -- --- -- - 3-5.0-2 ------ - - ------------------- 0.0000 - -------- .. 0.00 ........ ............. 8.47 ----- ------- 0.28 ............. 8.28 ------------------- 7.39 - ------ 61.20 ........... 0.85 ..... . 0.30 .................. 0.00 0.00 0.58 ---------------- 0.75 0.29 - ----------- ----------------- 0.29 - -- ------ 410.35 ................. - 419.02 ........ --- b-64 -D-05 410.35 8-.28- 1-45.10 0.0130 1.88 7.39 Iz 0.21 3.74 10'.71---- 40.06 1.78 0._62 6.0-0- 0-.60 'O.84 1.09 -0.42 -2.30 412.65 4_17.68 - ---- - ............. ...... ..... 41 25; 00" Z 0'Q 3 T17, 44 > od 00 0 411,28 .......... ... ........ .... . ..... . ....... 50 3_7 . .. .. ...... . ....... ........... ............. 0 4 ........... .... .. ..... .... ........ 066 0 6: 0 0 bv­7�, 0 : V., ov,� 1 1, ............ I ...... ............ .......... 0,4� ...... I A- .......... 0_23I I .... ...... . ........ ............. D-04 .......... D-07 ... .. ....... 412.00 ......... .............. 15.00 Q.48 ........... .......... 0.0007 0.04 .......... 2.98 ............ 0.04 .................. 0.00 ......... . ...... 0.00 0.00 ............. . ............. . .. 0.00 0.00 .............. 0.00 ........ 0.00 ......... ............. 0.04 ........ ............... 0.05 0.02 0.06 -------- -- - 412.06 ........... 418.94 .......... .......... .......... UU3 01 9 4 `TbA15 ........................ 0 6_00 ............. ..... ....... ... . . . . ... 23 418,24 ........... A41 �415�4 0 ;,��o 04 .......... i3l. A _4� .. ............ ........... _418 66 15 00 ............ * ............... 1.31 -61.61 ............. b_.0000 6.00 3.03 . ...... 0.04 ....... ................. ............................ 0.00- 'O.00 - 0.00 ----- ........... -0.00 ............ 0.00 0.00 ...... .......... 0-.001 - ----- - - --------- 0, ...... ..... ..... .. ..... b6 00, 6 ............... 6 7, 3, 76 '4 404; 1 03 0 .. 01 67 25 0 415 093 12 I 47 . ....... I. 43; 41i 060 .......... OAO: . .... ..... 2 1-05 1-06 __464-46 24.00 16.38 127.09 0.01 0.67 8.61 O�29 5.52 6.01 33.17 0.56 0.20 90.00 0.39 0.88 1.14 0.44 1.11 405.51 412.98 I-06 �i � � ........... -60 -- ------------- -- - ...... 405.00 ............................. 18.00 ------ 5.15 ---------- ------ 110.50 -------------------------------- o.Qo 0.27 - ----- ------------- 4,154 008 3.4.2 ...... ...... I I .......... 48.89 . . ............ I 3.1 7, - ----- I I ............. 2.22 . - ------ . .41 ........... ­ I I.- 4-A3 I ----------- ------ - 1.710 ----------- 1.97 ........... 406_._917- I 4.12,00 ............ .... I _66 -------- - - ----------- I_-__0_7 - ----------- - _406 8_6 18.0-0 ----- ------ 14-2 - ------ 1-1-016- -2 ----- ---------- ------------ o___.0o ..... --- 0.12 - ---- 4.30 ........... 0.07 ---------- 2.53 -1.4.28 - --------- 4.55 11.51 ..... 0.32 ....... ­­­90.�0-0- 0.11 80.00 - ----------------- 0.21 --- 3.40 ------- - - 0.52 -------- 0.20 -------- 0.32 ---- 406.12 413.83 - ------------ .............. .. '07 0 ...... ....... ..... ......... ....... . .. . ..... 0 ---f . ....... ............... to 13 �091;�;:,:�!�;�����:�����i����!�: 07 , Ao ... 0 . 0, O� 1-01 f--02 .......... 400.75 ...... 15.00 ... 4.09 ............ 42.0 7 .. .. ................ 0.00 0 17 6.1 1 0.14 ............ ....................... 4.14 6.57 . .... Q..6.7- 0.23 P.-31 40-1._23 ------ ...... 4_13�2.0 . ...... ....... -------------- I-12 402.50 15.60- 4.1 4 -- - - - ---- -- ------- I 34.39 ---- ---- ---- 0.00 - --- -- -.-- - --- 0.55 --- 6.57 __ 0, 4 2f_____ a6f __27.29 ......... 23.89 ---- 0.50 ....... 0.17 ... _-30.9-0- 45.00 0.23 0.58 -0.80, 0.75 0.29 _0.48 ........ 0.84 ..... 404.44 412.83 ------------- --------- - --------------- 1__13 404.6o ___15.00 ------------- --- 4.21 169.62 0.00 0.72 5.67 0.12 -------- --- �T _ __ 0.00 -6_06 --- - ------ b.00 0.00 . . . 0.00 --- -- ------ - - - 0.00 -- ------------------- ------ 0.00 - - ----- - 0.12 ----------- - --- ------- 0.16 -- 0.06 0.79 406,39 409.10 . . ........ ........ . 1: ::0.07 b 0 . . .. . ...... rU4 408 i -o6 ......... . i -6A .... ........... .... ....... .. 408.. 5 ......... ........ --- 15.00 .......... 0.68 20.35 0.00 ............ 0.00 4.65 0.08 .... ......... 0.00 0.00 0.00 . ........ 0.00 ............ o.ob ....... ................. 6.00 .......... . 0.0 ..... ........................... To !' 1111� ......................... 0.11 � ........... ................. 6 ........... ............ 0.04 408.49 ................... 412.50 .......... -1-1 6 46-6.60- 18.00 8.08 18.99 ............. 0.01 ... 0.11 6.67 0.17 5.52 ........... 6.01 ............... 33.17 0.56 0.20 ...................... 85.00 ............. 0.38 0.75 .. 0.98 ......... I_ 0.38 ....................... 0.49 .............. .. 405.49 412.98 ........ .. . T'7 ... 1'1652 0 99 b of 61 '8 .. b . . .... ....... ... ......... ........... .... . ......... 2 04 0- 9::��!� I0 .. ..... 8 ... 4864 U 034 .. .... ... . ......... 46 81 41 G 91 . ............ 4 1 .................. 44. 0.01 0 ......... .... to ... U .... .............. ......... .... ............. . .... ............ .. 60 6 .......... 1-60 ........... 1-20 _411.10 -15-.00- ........ 1.82 ....................... ............ 7.82 ............. ---- 0.00 ------------------------- -- ­ 0.01 - ---------- ---- - 14.28 0.79 ......... . 0.00 ........... 0.00 .............. 0.00 ........... - -------- 0.00 ............ 0.00 0.00 ........... ........... ........... 0.00 ................. ....................... 0.79 .. ............................ 1.03 ........... 040 0.40 ................. 412.85 ............... ..... ------------ 415.80 . ..... . .. ........ .. ................ V, I t 36 ..... .......... ..... 464' 4 0 '0' 2 T11; .. ...... ........ 62 .............. . '127 30:26 1 ... .. . ....... boo 3:11 170 40 g. . ... . . ...... 37 ......... . �::�:::::U:02 ................. ::: , , I 30 27 49 14 28 I I . .......... 3.36 �:�:iZ,54 21) 2 7 7 .. ..... 41340 .... ...... ............ 14j 14 0 oo'::� 0,67 ...... 4 1-38 1-39 404.40 24.00-- 14.10 -- - - --------- ----- 61.00 ................. 0.00 ------------------------- - 0.24 - ---------- - ------ . 8- 8.50 _-, 12.09j "I 02.68 2.27 0.79 90.00 1.59 2.76 3.59 1.38 1.62 - 406.02 413.46 - - -------- - - ----------- ------ ---- -------- f-39 ................... 140 ............. 404.40 .......................... 18.00 8.50 159.45 - ---- - ----- 0.01 --- - ------ 1.04 ........ 6.41 -- . ......... ----------- 0.16 ------ ..... 6.47 ... .. ...... . -- --------- 5.82 ........... 37.65 ------------­-- --- 0.53 ---------- - 0.18 ............................. 45.00 - --- 0.25 - - - - ----------------- 0.59 -------- ------------------ 0.77 ------- - 0.30 ----- - 1.34 405.74 - ---- 414.80 -- --- - --- - 1-40 ............ .......................... 1-47 . - ------ 405,30=111- -------------------- 18.00 - - --------- 61.4 ----------- ---------- 0.00 0.49 -- ---- -- --- 4.90 --- - ------- 0.09 - - ----------- --- 5.57 ----- - - -- ---------- - .......... 6.79 ---------- ----- 37.84 ........ 0.72 ............. .. 0.25 --- 60.00 ------------------------------- 0.40 0.74 - 0.97 ----------------- - 0.37 0.86 - - ---- 406.16 415.00 - ------ 46 -77 -:117I. -I-11-11129.16 0 ---- ----------- . ............ ... -- --- ------- 4.6 .. ......... 0,00' 1-37 - --------------------------------- --- - - --- ------------ 407.00 ......... 15.0d'____ . ... I— ----------- 14.28 ------ -------------------- 10.50 0.05 ------- 0.51 ----------- � I .... ......... 17.59 - ------------ 1.20 .......... 0.00 - ­ ----------- 0.00 0.00 . . ................ 0.00 ------ 0.00 -------- 0.00 ............. 0.00 1.20 1.56 ........... I ................. 6.60 ........... 1.11 ------­-- 408.11 413.00 ............... -------- ­ -- ------------ .. ......... 37 ---------------------------- 1-42 - -------------­- 409.00 ------------ 15.00 4.10 27.69 - ------------ 0.00 - ----------- 0.11 ------------- - -------- 9.36 ------ ........ - 0.34 - - ------- --------- 0.00 ----------- 0.00 . . .............. 0.00 -------- 0.00 ----- 0.00 ----------------------------- 0.00 -------- 0.00 ------------------------ 0.34 ----------------------------- 0.44 ---------------- - - ---- 0.17 ------------------------ 0.28 - - - ----- I .............. ............. 409.48 .. 412.70 -- ------------- ............... . ............. J43 0 0 6`0 ............... ....... 0 . .......... . ... ........ ... _0 146 ................. 1-4- -1 .................... 4i 1.00 - - ---- 16-.00 ................ .. 1.42 .................. 14.16 ....... -0.00 ................. . 0.0-1- ........ ............ ..... '5.82 0.13__ ........... _0.00 'O.00- ........... _0.00 .......... . 0.00 0.00 0.00 ............... 0.00 .13 0.1-7 .............. 0.07, ..................... ....... 0.07 ..... .... 411.07 ............... 414'.30 .......... . ....... ....... .. ............ .... . 1 1 50 .... .. . ... .... 0 .............. Q 00 6 . . . . ... ... 8 o ..... ...... 0, 0 00 0 77 _: a18 I b 20 6 41 1 J69 ..... ... . .......... ............... .... �54 i:i ::: 2 51. 6 :i- __ - .. . ......... .................. ............. - -------- ................ .... ..... ... ... ....... 06 0:00 ............ ...... ........ ............ ........... auItB 1-23 .......... 404.40 15.00 2.56 10.66 ................. 0.00 0.02 7.98 0.25 2.56 ............. 10.04 25.74 1.57 0.55 75.00 1.00 . ....................... 1.80 2.34 .............. ---------- 0.9(0 --------- 0.92 405.32 414.20 1-23 1-24 411.00 ------- 15.00 ........ ... 2.56 ....... 11.54 ............... .. . 0.00 ...... ­ ­ . 0.02 ..... I ....... .. . 10.04 .... o.00 6- _ -- ---------- .00 ..... ..... 0.00 . ........... 0.00 0.00 .............. 0.00 0.00 0.39 0.51 020 ..... 0.21 ........ I .. ..... 411.21 ........ 414.57 v av 402.00 4�24 1066 . ..... 1034 .......... . 4 1 102 9 U_0 0 ....... 57 .... 'I, 103 f8 . ..... 4 .... 408�00 f 4 ........ .. �24: ........ ...... Q�bb .. ....... . . .. . . 0 0,� 0 . om ....... 0 02 1 �jji b 82 1 00, 2 .. ... ... 0 0 Va- u-ItB 1-25 404.40 24.00 19.05 .... 107.33 ........ ............. 0.01 0.76 3.57 .................... 0.05 11.29 9.38 105.91 ............. . .. 1.37 ................. 0.48 .......... 90.00 ................ 0.96 . 1.49 ................. 1.93 0.74 1.51 405.91 414.81 -25 ---------------- 1-26 ............... 404.40 15.00 5.86 55.55 ............... 0.01 0.46 6.91 ............ 1-1- � ---- 0.19 ..... 5.90 .......... 5.50 . ............. 32.43 . .. ... 0.47 0.16 ....... 0.00 ... 0.00 0.35 .................... 0.45 ......... I ........... 0.17 ... - 11- ........ 0.63 ..... 405.03 416.00 0 ............. 15.00 ... ........ ... ......... 0 46 .. 0 ................ 3 ... .......... .... ... .... OM 1-25 1-30 402.20 18.00 11.29 120.00 0.01 1.39 9.38 "6.34 7.12 8.46 60.23 1.11 90.00 o' 7�jtIj���j��j 1. 51 1.96 0.76 ..... 2.14 ...................... 4 64 ........... 414.78 ................ . ...... - ------------ ......... .. - - ------ ------------ I w ................. ... - -------- - I------------- 33 ........... ---- ---------- - -- 409.00 .................. ....... ---------- 15.00 ...... . . ....... ---------- - - - - --- 7.12 -------- .......... 55.45 ............ - - . 0.01 ------ - ............ 0.67 .......... ........ .......... 8.46 --------------- ........ 0.28 ---- ------- ---------- - -- ­ .. 0.00 ------------------------ ........ . ........ .. 0.00 ---- -- --------------- - ---- -------------- 0.00 .................. 0.00 .......... ­----------- 0.00 ........... --­------ 0.00 ..... ........... .. --------------------------------- 0.00 ------ ­ - - --------- - ----- ­- 0.28 - --- -- ------- ----------------------------- 0,36 ------ - - -- ------ ............ 0.14 ----------- 0.81 ----- - ------- 410.01 - ---------------------------- - ... ......... 415.84 ------------- --------- .... ... .. . . ... 0 �`,7,�­ 7 . �` ........ ........ . - - ---- ............. ...... ...... ... 4 ........ ............ ............... ........ 0 6 �iii 0 .......... 0, .... ........ .... 0, �2 i i: ..... ....... ............ ...... .......... � :.�: I-27 ------------ -- -------- --- 1-1-3-5 - ----- . ........... 4-15.00- - ---- 1500 0 --------- 3 �_O_ -8 - -------------- - . . _34.02 - ........ ----- - - ------------ - ----- - 6.06- -- --- -- ------ o,._6 8__ ---------- ----- - ---------- -7-3-1 ------------ ------------ - ----- 0.2- 3____ -------- - - - - - o_._ 6 6 ------- . 6_._o_o --- - ------- .......... - - ---------- --- 0.06- --------- -- ----- ------------------- - o_.o_0_ - ---- - ------------------- 0.00 ------- -------- o_._o_o - - -- ------------------------------ - ------- 0 0 0 -------------------------------- 0.23 --------------- 030- 0.12 ------- - 0.1-9 ------- ----------- --- 415.19 ----- ---------------- 418.60 --------------------- .. .. - ---- -------- ......... S 1 .............. Q., 01 000 oj 0 'o . .. . . .. .......... . 4 .... .... 14 .. .... ......... 4 0 i� autts, . ....... ... 4 _15 2 . ....... 2 7, 0.66 ...... ......... 4 ............ .......... .......... 0� a ........ 8 ... .... ... 404.78, .............. . ....... .............. 1-61 408.00 15.00 2.39 0.00 0.06 10.98' 6 . o.00 0.00 0 . .00 ............ ........ . 0.00 ....... .......... 0.00 0.00 0.00 0.47 0.61 0.23 0.23 408.23 416.00 GENERAL NOTE I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO 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 rt 11 L CONFORMANCE WITH LOCAL REGULATIONS AND CODES 2. . . . ............ 8.818 7.49 3.36 ....... ...... OK 7.47 OK . .............. 8.90 OK 7.71 DRH OK ............ OK 11.97 -bk- Z k -- - ----- - - ---------- .......... OK 4.01 OKI ............... n k ........... _ .129 OK 3- OK­­ 8.818 7.49 3.36 ....... ...... OK PER COUNTY COMMENTS ........... OK . .............. 8.90 OK 10.9.7 DRH OK �2. 9_5 4 F Z DRH . ................ .. .. ...... . .... ....... . ... ....... AMENDMENTII DRH ----------- ------ - ------ ------ - ----- OK ------------ 9-.-0-6 .......... OK - ---- - ----------- 8.84 - � -W 1-04 04 OKI ............... n k ........... _ .129 OK 3- OK­­ 8.818 bK 3.36 ....... ...... OK PER COUNTY COMMENTS ........... OK . .............. 8.90 OK 10.9.7 DRH 3.41 1 REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 Lj FOR APPROVAL DRH 4 F Z DRH 5 -_0 F-- AMENDMENTII DRH 0z LZL, W - � -W 1-04 04 0 0 MT C.0 W . ;14 < �,_7z 0 W t j z ZO �e LL W z � 1z_ 0 0 -0- Iz z Z 44 > C) > ff REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENTII DRH DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (W`V 1-800-245-4848) (PA 1-800-242-1776) �IVA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CAD I.D.: DL5 PROJECT: FINAL SITE PLAN � FOR 5TH STREET STATION OVERALL PHASE II LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED ALBEMARLE COUNTY, VA F, -14 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com 10 YEAR INLET COMPUTATIONS 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 N Fl ILL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. IF REVISIONS REV DATE COMMENT BY o 7/16/15 PER COUNTY COMMENTS DRH 2 -j 0. s DRH T v 10/1/15 MINOR SITE PLAN AMENDMENT1 > Q d > 4 11/20/15 LETTER OF REVISION DRH 5 p Q Dfz Q t2c�z F DRH 0�>p00 w ULLI gzC7z I QQ �o O�w Off ~g am o ISI ® mO>Oaa © w ♦��►�♦ w S, !�1 U LL Q as Tz _ z E U <<- jc�i 0Z�F> z mrz00� ow wy LL LLI F zOJF- - w Z)mz¢z , m O)Q�UU �-Z (V`7 u9 P4 C D b Fa W �� ¢� iz ® O F-< ® z u U o U ted' z �w p2j ® P4� z x O t� g mO U W IF REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH R' z_ THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MO 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: DI -5 PROJECT: FINAL SITE PLAN FOR STH STIR ITT STATION OVERALL PHASE Il (LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA rpog"mooi 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 PhnnP (s4(1)'149-45nn � S 1'['Ol[�IVI COMPUTATIONS SHEET NUMBER: 12C STRUCTURE DRAINAGE AREA RUN-OFF CIDER "CA" INLET RAIN RUNOFF INVERT LENGTH SLOPE MANNING'S In" DIAMETER CAPACITY VELOCITY FLOW REMARKS . .. . ...... 6 LETTER OF REVISION 00-2i 5 00 TIME FALL z ELEVATIONS ............ 0 6� z z z < w VALUE '00.:: u 4033: TIME 015 ................. 011,024:;:­.�,:.: (ACRES) 3 00 ............. 000 i�$L t05:: 5,5 6 Oi:,407_25 407b 0,,:��: .................. ......... 4740. ......... ..... ....... ... From To I'A" ..C.. Increment Accumulated Min. In./Hr. C.F.S. Upper End LowerEnd Feet Feet/Feet tob Inches C.F.S. F.P.S. Seconds 0.024 - - ---- -8 - -- - ---- -1.20 -3.90 4.92 02 0O23 0.00 ---- ----------------------- 0.90 -------- ------------ - - 0.00 0.16 5.08 6.68 im .................... . ..... 4wob ..... .................... .......... 408.35 ------- - 75.53 ------ ------ ......... ................ 0.0086 0.024 12 - ---- Sid 500 9. ----------------------------------- 2.38 ----------------- . a 6A ------- 0.1 4 - - ----------- --- ­­ - ------- 0.90 ............ ------ ---- - ------------- - ... 0.13 - ------------ --------- --- 0.13 - --------------------------- 5.00 -- ----------------------- 6.70 - - - - ------------------------ 0.84 - 418.50 ........................... - --------------- 4.18.30 ....................... ....... 8.17 0.0245 ------------ ---- 0.024 -------- - -- ------------------- 8 - ------ 1 62 - - --- --------------- 126 - - - - ----------- Z-61 cb40A ..... .... C040 0.00 0.90, 0.00 0.13 5.04 6.69 0.84 418.20 417.80 60.08 ............. 0.0067 .............. . .. ............ 0.024 ............ 12 ........... 1.57 ....... .. . - 2.03 .......... 29.54 -------------- ------- . .............. . . .......... . . .. ... .......... - C0 66 .. ... . . .............. 65T: ........... 66 ........ ----- . 7��! 0 ..x 92 .... ...... - 12 Z F :7� .......... ..................... ..... ............. ............. .... ..... ................................. C089-1 i 1N b3k ........... . �4 !R 0 6 4§' 146 417�,00 ........... 41615 ............................ 10�6: :��iO�023 5 12 ......... ..... , z ................ ­­­ - 4 8 ....... � . ...... ................ . .................. ............... co .... ... . ..... .......... :038 .... 0 ............ &48.::�i�::::�� ... ................. 2.45 ­­.: > ........ .................... 2Z 0�024 !!!2, 86 .. .. ... 0 2 Vi ..... ........ C037 ................ D27A 0.00 0.90 0.00 ........... 0.38 .................... . 6.25 ............ 6.40 .......... .... 2.42 ... ................... 414.65 414.10 .... 15.97 ... .. .... - - ---- .0344 ........... 0.024 ................. - . .......... .. .... 12 - --- .57 ............ -------------- ............. - 4.88 ---------------- 3.27 ................... - ............ ............... ................... ........................... Bidg- 500 tb4b ___6_A4 0.90- 0.13 .......... 0.13 .............. 11.00- 5-.2-6- 0.66 418.bb 41 96 8.11 0.b246 O.ON IM �Aq 2.64 - -- - ----- -- ----- ---- - ............ .......... . . . . . . . .. ......... .......... ..... . .... I , :14�11:::��: xx ......... . ............ d ............. .......... '1, .............. ......... ! - .... � ­­ 1. ­­ I �­�_­v�:,� - 11 1-, ­., -1 6 , - , : - i� ........... , ..... ...... ....... . .... ....... ...... .. 41710, .... ................ .... . . . . ....... ....... � ...- "I".1.11 Tii� ........... 0�049Q .. xxxxx�_ ........... ..... ..... � 39 ....... .... ..... - ... .......... ..... ... . ... .... ....... .... ..... ... ................ .............. .. . ........ . . ............... Bid 400 9 C033 4: 0.16 0.40 0. 14 'd 14 . 5.6b ............ 6 70' 0 b6141 - -.1-1- 417 8b . . . . ...... 0.0272 0.024 6­� 1.08 i4-7 3.17 cdn -32 tbu abb- ............. - - ............. 0.bo - ................. o'bo o.14 5.-0-5- -6.69 -0.'96 417.'40--- 27*00 -- - --- 0.0019 - - ---- ---- - 0.024 12 0.83 1.06 25.58 .......... ............................ C0 C031 0.00 0.90 _777 0.00 . _­­ ........... ........... 0.29 111111-- ..... 5.48 - ­­­­ ... 6.58 ........... ....... ........ 1.90 - 417.25 416.90 .............................. 32.00 0.0109 .. 0.024 .......... . - ­.­ I ­­ ­­ 12 .......... - ............... 2.01 _­­ ............... ............ 2.91 10.99 ................... ............... ...... .... . . . . .......... �­ ............. ... . ............... :� .... 7 %­­'. ............. b 434-1-11, ........ ........ . ...... .. .. .... . . . . ............. ... 4 ........................... ........................................... ........... ..................... : 1: - ............ I.. , "I b6 . ­­­­ ........... . . . . . . ........ 5 ......... . ........... ............... .. ....... . ....... ...................... .. - ...................... . ............................ Bldg 400 ------------ - ....... C035 ............... 0.16 ..... ..... -- -- --------- 0,90 ------------ ------ 0.14 --------------------- :X: --.11. 0. 14 - ------------------ - 5.66---- 6.70 0.96 417.80 . ......... ... - - - ----- - - - - -------- - 4.66--, -:X, 6.0375 0.024 8 1.26 . .. ... 1 0--f-, . ..... . . ............................... ------ ------- cbM ----------- - - ------ C034 0.00 -- --- --- -- ----- ----- - 0.90 - ------- 0.00 -6-00 - --- ---- ---- 0.14 5.02 ___6.70 ----- -- -------- 6.9-6- - - ---- ........................... . 417.55 417.25 -------- 85.00 d. -b-03-5 - - ------------------ - 0.024 ----------------- ....... .... 12 .......... . 1.14 --------------------------------------------- --- 1.63 52.10 ..................... - - -- ----------------------------------------- qb34 -------- - --------- �j:�::�"":�;�,�:,�::���:���::� obb 1 :x 6-.90 ­_ b.14- 8.86 ---------- ... ---------- 6.49 - -- - .... ... --------- b_._9� 4f7_._1_5 1.11-1111111-- 416.90 !­­ 23.65 - ............... ... ".. 0.0106 .- --------------- ---- 0.024 ww w--. - - - -- ----------------- - -- ------------ 12 ---- ----------------- 1.98 ............... ----- ----------------------------------- --------------- 2.48 9.55 ............ 4 x: xxxxxxv� ::::xx ------ M . . ......... _:X, 9 400- .............. -- ------------------- ........... ----------- tb'�'i .......... .. 6 ----------- -- __ --------- 0.90 ------ -------- - . ............... 4 0.14 ............. 5.00 ............ 6.70 ------------------- - - 0.g� ............ - ------------------------- b ... . .. . ............. . ........ ...................... . .... ... .......... .02 ------ 0.061�,f ------------------ - ---- ------------- .... ...... 0 24 -------- - . . ........... ........... 8 ------------------------- .... ............. --- -------------------- ---- - - ------------------- ---------------------- - - - -------------------------------------------------- Bldg 4-00 ---- - --- _C030 - ---------------------- ....... ------------------- 0.16 T - ------------ 0.90 ----------------------- . 0.14 ............. - ................ 0.14 .. . .... . ............. 5.00 ...... .............. - ----------- 6.70 .......... --------------- 0.96 411 -BO ------- 415.85 ............... ::: ------------------------------------- 11.02 ::� ---------------------- - � --_1 0.1770 ....................... - - � ­­ 0.024 - ---- - 8 . ------- 2.74 --------- ------- ---- - -- 7.09 ------------------------------------- 1.55 - - ----- ----------------------- Sid 300� .. .... :4_ ...... ......................... C062.vv ... .............. ............... -3 6- bb :xx:'' . ... b�j 19: . . . ....... . .4 I X . . ......... --------- ---- ----------- 101�916.n�.�! ....... - .0 87 _Ei x Q� .......... ......... ................ . ....... .. ............ ..... 8 .... ....... ..... ................ 53 . ....... . ......... ............. 4 6 2 C062 0 90 ...... . ....... � I . .......... .... . ............ . l� : 04: . ....... 419.3 ............. - �4 XXXXX� 3, 4 _0 P . ........... . "1. ...... .......... . . .. .......... ..... ......... 1 4 56 ......... ... 43, ... ... ........... ................. .......... ................... C060 0.00 ............ 0.90 ............. . ........ 0.00 .............. ........... 0.38 .............. .19 6.65 2.53 418.75 417.10 , 40.00 . .... .... . ............. 0.0412 0.012 ......................... 8 2.65 ......... ....... ........ 8.64 4.63 C060 ................ ............................. D -30C ............ 0.00 ....................... .. 0.90 .... ....... 0.00 ............ ........... ............... 0.57 ................ - I .............. 5.27 .......... 1. - ............ 6.63 ........... . I - ---------- -------- 3.78 .......... 417.00 416.65 31.87 0.0110 .. .......... ............. - 0.012 .............. . . ......... - 12 .......... - .......... .......... 4.04 I I - .............. ............. 5.84 ................... 5.46 ...................... ............. .................... . ..................... ........... :x_ 0.2 x: ................ ......... ........ - 6-70 419 5, 0 ................ plo 04, 74 %. ............ . ......... .............. ... .... . . .......... ..... XX 41 916 ............ ........................... 417,60 ............ .024 xx . .... ... .. ...... X ........ . . XX�, ........ . ........... ....................................... B dg .......... ... ......... cbbl 0.23 �: % �: .............. ........... .......... - b.bbj ........... .­ - 0. 1 xx,x:v . ........ .. 0.19 ................... ......... ... - : - 5.00 ... ................... .... . ___ i . ........ 6.70 ... . ...... ....... - .... .............. ... .. 1.27' ................................ . 419.30 . .......... ........... 419.00 .. 0.0274 ............. .......... ......................... 0.012 ............. - ................... .. .. 2.A_ 6* ----------- ...... .... 6_0 8 ............ . .............. ..... ..................... - Bldg 360 ............ qb6b_ _bM 0.bo b.19 ............ .................. . - .... 19 ... ........... 5.00 .......... 6.70 ........................ ..... 1.27 .......... 419.30 ...................................... ............. 419.00 ............................. ............. .. 10.96 .............. . ................ .......... 0.0274 ........... 0.012 ............. .......... 8 ---------- 2.16 6.38 ....... 1.72 ............ ................. ---------- - ............................ .................... ................ - 300 !�i� ............... .............. 0 23:��:�i: �i�xx OJ9�: .......... � 5�00 11�1'1'&7,,� . .......... I I � ­�­� ....... ... .. ...... .... .................. .......... ----------- .... . ......... ... .......... vvv. .......... ......... ..... .. A 2 - .... - - ::::::: 4 I ­: 112 i� ----- --- ........... ... ..... . . - -- -------- .. ............... .. - ........... ........ . ............. ......................... ............ . .... . . .... :,X B186 2 b! 0 2: -6.6-0 0.90 �__15.96 - ---- ------ 0.23 - 0.23 5.00 6.70 .... ...... ... .. . . ....... ....... 54 . .... 420.40 . . .... 19.00 0.01,84 OjVf2 ......... . . ... . . .. . --- -- -- 8 1.77 'Ji .33 com -- -- --- ----- C064- ----- obb - - ---- -- OM S.66 ---------- 6-.69 ---- -------- --- 420. 3b 3j._8 -3 --- - -- ----------- 0.0 163 0 0 1 2 8 ---- -- ---- ---- - -1.66 -5.39 - - - --- --- -- - ---- ------ 6.27 --- -- ------ - - - - -- - - -- - -------- - - -------------------- co6b ... .. .. .. . ....... ... . C0_6_8 . . . . . ........ .. . ..... 0.00 0.90 - ---------- 0.00 --------- ............. 0.43 5.16 6.66 2.85 419.65 ........................................ 419.30 50.82 0.0069 0.012 12 3.20 4 ii.b9- ----- - --- ------------------- - --- ------- ------ . 00 . ... go 2v__ ... 2 ....... �4 18J G. 6" '86 ............. .......... ......... 676 ...... ------- . . ...... VA ........... :00 . ...... .............. 082 ...... k'16b .......... 5,43 418 50 417.85 2 154 muzzW v ............. 8.40 .0 go 0 . 51 ............ _4 2: ...... ...... . ----- - - - --- --- - Bldg 300__ C066 - - - - ------- 0,19 --- - ----- ---- 0-90 ---------------------- --- -0,17 -- - ------ ---------------- ............... -- 0,17 abo 6' -Ib - - ---- - --- 1.16 -- --------- ---- --- 4-18,70 ---418.60- 3.50 -0.-0296 - - - ------------- -- 0.012 ------------- .......... . 8 -- -------------- - ---- 2.21 ­----------- ----- - - 6.32 0.55 ----------------------- - -- C066 .. ..... C065 0.00 0.90 -------- 0.00 ..................... 0.17 ................. 5.01 . - - --------------- 6.70 - ----- -- -- ------------- ------------ 1.15 - 418.50 418.20 35.00 ............ 0.0086 ....... ----------------- 0.012 --- ------------- ............... 8 - ------------- 1.21 - ---- ------------------------------------- ----------------- 3.93 - - __ __ __ 8.91 I . ............... ................. , ... t=7 ",_i: . .. ..... ... . .......... 51 '66 246 418, 10, - ----- - - 417 �55 1315 6_:::: i��:�Q�G406 , , , , n 2 '8 x ............. obI ............. I 1 11 ........ 7 ... ....... 0.3''. ............... ... .... ... .. . .... �: �::� 5, i ------------- . .46 417 5:11 ... ........ 41f.30"', ........... 1T54, 0,0086 .......... ... .......... . . . . . . . .......... . ................. ­ ........... . .................. . ........... ... . ........... . . . ..... :::X:� .............. 0 ­ x: c" b 6 *9 ............... .. . ....... ......... ��O­'22 .................. - ... . 6.46 ........... - 0.20-- .......... �O ................ . ..... .......... 5.00 .............. 6.70 - - .............. 1.'3' 3 42 0'. ob ................... ....... ..... 4f6.16- ..... ............ .00 0.01 : �2 0.012 ----------- .......... . 8 ...................... ... .. ...... 1 60 .......... 4­�� .. .... ..... ........ ................... 3.93 ........................... .... .. . . ..... . ............. .. ... ..... - ................. Bldg 200 com 0.22 6.9-0 0-2-0- 0.20 5.00 6.70 .............. -1.3-3 -4-19.60 ............. 411900 ............. 19.00 6.01158 0.012 -8 1.64 5.22 . ............. ..... ....... 3 . 64 __ ............... - ...................................... . .. ............... 00 7 ...................... ......... ff22 ............... .xxxxxxx ... 70 .............. - .......... ... 4 ....... ................ .............. ........................ 41' 4 0 . ..... - ...... ........... ....... ...... ....... ..... . ...... - .... .. ..... .......... .... - . . . . Bldd 200 C065 .. ...................... 0.22 0.90 .. .. 0.20 .......... . . ...... .... . ...... .. ........... ........... 0.20 ............ ............. 5.00 6.70 ................ 1.33 .............. 418.25 ..... ....... 418.00 ...... 3.50 .... ... 0.0714 . .......... 0.012 ............ . . ........... 8 .......... ............... ...... ............ ........................ 9.2 - 3 0.3-6 ............... - .. ........ ..... ............ ............ ............ ................. Bldg 12OG ----------------- 6- .19 0.90 0.17 '01 �,: :Tt . ......... 5.00 =1 .... . 00- �� _-__ __ ...... ..... 11] ...... ..... 1,16 1--.: , :� 418.50 415.50 .................... ............... 53.33 ... � � � - ­. 0.0563 '0.024- 8 ........... 1.55 - ---- - 4.85 1-0.99 .................. .......... .......... ----------- ::�: ::X ... I.. 1 1. 1 1. 1. ...... .. ..... ... . ... ...... , I � - .. ......... ............ ................ 0:�l ................... , . 1 1.......", 1..".......... .... f.09: 41850%. .... .... . . ......... ........ . . .. ... ..... 1 1.,. 1 1 � v I I 1 '44 �,0, 68 . ..... I ­­ _ 1. 0�024 ..., ........... 1 .4 �: .... . ... .... ......... V­;­ - ............... Bldg 1900 - :X: C054 :X�:XXX, 0.08 6.0 7� .... ....... I 0.07 ­­ ...... 5.00 6.70- '0.46 414. 0-- 0 413.93 7.'00 0.0100 ...... ..... 0.024 8 0 - . 6 : 5 . .................. ,. 03 ... ....... .......... .. ..... . .... ...... . . . ... .... C054 C063 6 - 06 0.90 -0.9-0 0.00 ....... .... 0.07 ....................... . . 5.06 6.69 0.46 413.85 ............... 413.55 31.66 0.0095 0.024 8 -0.64 1&05 ....................... ----------------- C 063 C052 ... . ..... ..... 6-66- ......... ....... 0.00 0.14 5.33 .................. 6.62 0.91 413.45 412.60 ........... ....... 34.52 .............. - __ - - . ........... 0.0246 0.024 8 .......... - 1.02 - -------- 3.30 - ­­ ............. 10.45 - ---------------- ...................... .................. ....... . V, 00 ... ............. ... ------------------ 1250, 4 . .......... �4 4 . ... ... 4 . . . .. ..... .. .......... 3 77�7�77__ 7 . .... . ......... . ......................... . X b66 0::90 i:,,,i f 411,60.: :0 24 ix xx� "y vv 4 5 �41 .75� �63 7 XX .......... ...... ..... ........ .... Bldb 1900 ------- .................. - ---- ------- --- qb6�_ ... ........ 068 .. .............. ........ ------ --------------------------------- --------- - -- - .07 - ___ - ............ ... - - --------- - --------- ...... - ----- - --- 6.0 ---------- - -- 5.6-0 -------- -- --------------- - --------------------- 6.70 ---- -- ........... ------------- -- -- --------------- 0.46 ....... - ...... ------ - --- 414.00 -- ----------------------------- --- -- ----- 413.65 ---------- - .......... - ---------- 7.00 -------------------------- - ------------ - ----------- 0.0500 -------------- . ... --- - - - ------ 0.024 .................... --- 8 ------------- ...... .......... -- -------- - - ----- 1.46 - ........ .............. ... 3.68 ------- --- - ---------------- - ................ ... . 1.90 --- -------------- - - ------------- - - ............. ..... --------------- -- - -- ----------- ------------ - ---------------------------- d lig .......... .......... c '06. , ' 4'��': 69 0 ....... ..... X:7 - ------- ---------- 14�0, 0 ...... ..... ........... . .. .... 413,0 ....... ........... ....... ... ........... . ........ ................. 4' ........ .... ............ 4 .......... 7 -, , .... ........ . ............. ............. . ..... ........... .. .. ......... ........... 6- .. .. . . .. .......... '00 :: :� ............ XXX .............. ... , 41:3 75 X, ............ ............ (" ............ :::X ............. - � ... ... ... . . . . QZ6," . ...... 5ld-2-000 9 ---------------- -------- -- -- ........... Cow ----------------------- ------------------------------- _0___.__3_ 6__ - ---- -- ---- - - -- ------- ---- ------- 0.90 ------------ ---- - --------- --- ........ . . - ........ . .......... ----------- 0.32 .......... ------------- -- 0.32 ----------- ---------------- --- ------------------ . .. 5.00 --- - ------------- - - ................................ 6.70 ---------------- - - -------------------- 2.17 ................ ----------------------------- -- 414.00 ----------- - --.1 ----- ------- - --- 413.20 ------------------------------- --- -- 13.67 - - -------- ---------------------- ----- 0.0585 -------------------------- ............ - - - -------------- 0.024 ------------- ---- ------------- 12 ------------------------ ------------ ---- ------------ -- 4.66 - -------- - ------------ ------ ----- ..... --- ----- 5.72 ............... . .......... ------------------- 2.39 ................... .............. . . ................ ------------ - - -------------- - ------ ------------------- - ---------- _0 ,xx.v]xxx�:j ::]x� _76. 6" -- . ... ........... ­�i��41"T, � - - - _­ 416'70[,� 8 �:67, �ii; ........ .... 0, 0 4 ........ ..... .- V., I-- : 2' 6 0 OQ 41620, 0:0124`������:`���� I _:,� 146 - - - .... ...... . . 4�43,;�i�i . 4�_ I ............ 0 56 _cb55 00 90 �0.00 xxxxx:xx� .. . . .. .. . ... 68 .... 2 : � �::� �­ !�::, 4 _�,8 . ...... 1�� - - - - - ------ 719 - ------- $1 �D24 ..7 � -1 - ­­ .... . .. . . ..... ­­._], 8 ................ C056 0.00' 0.90 - ----- 0.00 .... ...... 0.27 5.17 1.79 -H - 4 3.70 412.25 36'.83 _0._0 -394' 0.02-4 4.78 7.70 .. .. ...... ........................... C055 ............... ..... - 1_1 9 0.00 . .. . .......... .............................. 01.90 ........ 0.00 0.27 ........... .. 5.30 ----------- .............. 6.63 ----- ..... ............ ............. ........ 1.79 ............. . - 412.15 ...................... - 410.75 28.66 ......... .............................. 0.0488 .. ........................... ..................... 0.024 .. ................. ..... ..... ...... 12 4.26 ............. ............ 5.12 ...... .............. 5.60 .............. .............. .................... ............. ................. ........ ...... ................. ......... ..... .. ... ... .... ............. .�"6 b3 . ... .. bo 7 F 417' ........... ........... 010 63: ............. ............. 0 024 . ..... ::*Xxxxx .......... .............. v ........ .......... . ............... 057 ....... ... ON 0 v 3 . ....... ........ 4 .......... X... ....... ........ .... �4&80::i: 0.0 4�f ............ *xx ........... ....... ........ .. ........... .......... ........................... xv ............ ........... Bldg 900 ........... ....................................... .......... 0.03 .................... '90 - --------- -- - - ....... - ..... 0.0S, --------- 0.03 .......... ..... 5.00 ....... ............ . ...... ... ......... 6.70 ........... 0.17 ........... ............. . 417.50 ... . ...... ..... - 417.20 .......................... - ... x:" ­­­­�b­ - .74 ........... ­­­ � ­ .. 0.0145 ­. ­­ - _­ ... .. 1. 0.024 - ­­­ - .. .: :.: :: ........ ...... 8 _­ - � � - ­­ ­_­ - ­­ - 0.78 ­. � � � ­­­ ---f- � - - --.81 ............ __ ­­­­ .- -48 - --- -- 11. ............ ­.%� _,"I'v ........... ------ ... -- --- - -- - ---- - - ---- --- Bldg 060 ......................... i�� 66 .............. bbp b.bb .01 . ...... .07 ....... 5.00 ..... - .......... 6.70 .............. 0.49 .......... 417.00 ......................... .............. 416.65 - - - - ----- --- 7.50 ............. 0.0467 --- - - - ------ 0.024 8 ................. 1.41 3.64 - ............. 2.06 ....... ... ......... '0 07 . .. . ........... ........... . . ........ .... .. . . .. ... ............. . Bldg 2100 -- ----------------------- - 1-18 0.04 0.90 ..................... ...... 0.04 ---------------- - - ---- -- 0.04 --------- ............ ---- 5.00 -- -------------------- 6.70 ................... ------ 0.24 ............ --- - --------- __415.00 ------------- . 41 �.'bb ................... ....................... .... ...... ............ - x� 0.0630 . ...... ...................... 0,024 8 --------- .......... 1.64 - - --------------------- --------------- --- ... .......... 9. 8 - ---------------- -------------------------------------------- - -- ---------------------------------------------- Bldg 2200 . .............. ............ -- ---- - ---- ---------- ------ -- 0.08 0.90 -0 0 7 -- ----- - ----------- ------- - 6.07 ------ - --------- - -- --- 5 0 0 -6.70 -- -------- --- -- 0 - ----- ------- - .48 416-66 4-1111,101- 6-7.4-4 - - ----- 0-.0-43 -0 - --- --- ----- ----- 0__.__024 - - - - --- ---------- 8 ------- --------- --------------- - 135 ---- - -- - - ------- - 3.50 - -- -- -- ---- ---- 19.29 - --- ----- ---- -------------- - --- ------------------------- 045,:" b :7, 1 1114"1 �`66 .......... 412 00 ]67 00 bi"4 'A q 77- - -- - -----__ 6 --7' %­ , . ... ...... 7777711111- 0 �0, 0: 0''901 651 004 41T, 4 u" 0A X., 1 11 . ..... All - - ---- 0 X 1 1 �41 407 0 :110 3 63: - ----- - ----- .......... ............ ....................... ......... 1-33 -- - - - -------------- ---------------------------------------------- 0.00 -------------------------- 0.90 ----- 0.00 ----------- 1.00 -------- - - - ---------------------------- 6.40 - - - -------------------- 5.25 - ............ 5.24 - . ............ . 407.35 ...................... 407.00 ---------- ------------ 14.50 - ------------------- - 0.02411 0.024 ... ............... .4� ............ ---------------- 5�04 ...................... .................................... . ........ ................... ------------- -- - ---- Bid 1806 9 .......... - ----- cb4i --- -- - --------------------------------------- 0. 11 0.90 - - - ------- - --- - ----- - - - ----- 0.10 ---- - - - 5.00 ----- - -------- - - - - 5.37 --------------- ---- ----- - - 0.53 412.00 409.05 - ----- - 58.96 0.0500 - -- ------- - ----------------------------- 0.024 ............................... .......... 8 ------------- 1.46 3.77 .............................. ......... 15.63 ----------------------------------- ------------------------------ 1: :::::::C04 . ...... --- ----- - --- 77:G041 w, - -- -- ----- 0, 0 &34 408 5:e: 4 Q& 110 789 ............ :.8, f68 ::j �C041 C04311 ..... ... 0''. 0,27 .................. !!!"% 6,49, --- -------- -- ...... . ...... . . . .. . ........ ...................... ................ I.... I ...... ......... ........... .... . ...... 024� ...... ........ . .. ..... . 2 . . . ....... I - ---- - -- -------- -------- -- ------ -- 9 800 ...................... C0411 ........... ................ ........................... - ......... - - 0.19 . � . ..... - ....... ............. 0.90 � - - - ­­.­ ....... W ...... - I 0.17 ................. - 5.00 � ................... :Z::: . .............. I 6.70 _� 1.15 I-- .................................. ............... :X': �::�aaaas 412.50 ............................. ............................................ .................. .................... n:-:-a 408.10 -A a_ ___� 10, 58.96 ­­ � � - ....... 0. 67, 4 d ........... I-. � ME-: 0.024 - - ..................... ]:��: �,� � __ -8 .......... I ................... ­­­ I I 1.78 ­­ - - ................. ...... .......... .41 .......... ..................... .. .89 .............. .......... .............. ...................... ...................................... Bldg 800 ............ ..... ........ Cb4� _b. 1 9- 0.9-0 0.17 0.17 ................... . ...... 5.00 6.70- ... -1.15 -4-1-2.5-10- 4-09.00 - - - 58.9,6- �7 0.05-94 6.0 -2 -4 ............ . 8 -1.59- 4.9- -4- 11.95 - - - - - ------- -- - -- - ------- - --- - ':8id 700x.�xxxx� ...... I ............ .............. . xxjxxxxxx�xx: .... ......... -044 4 ..... 0.41 ......... - _1::ii:_�i�F .- X� ............ ........................ . ............ - 2�77:��::� 11 ...................... ..................................... 413.00 -,""I'll" ...... 41 1-40 ..... ­­ I . ­­ �SV,70 1 ............. - i �:� � � __ v 0 277 ........... ........... .. . . . . . . . . ......... . ... ....... 3 f ....... ........ ............ ... -Bld - 2200 9 ............ C045 .................. ........... 0.08 ..................... ..... Xvl�: .. ...... - 0.90 . ---- 0.07 .......... - ... .. ....... ........ - ... ............. 0.07 ---- - .......................................... ... ........... .......... I . ................. 5.00 .......... .............. 6.70 ................................ 0.48 415.00 .. .... ........... XX, 412.00 .................................. . 61.8 xx ......................... I-- I-- . . 0.0485 .............................. _X: ....... ..... 0.024 ..................... . . ..... ........... . I .......... . .......... �.62 ... .... ... . . . ...................................... 17.10 . .. ....... .................. .... - Bldg 1500 Cb�s 0.41 0 .90- ........... 037 037 6.60- 6.76 Z47 409.46 409.60 26.13 0.0179 ........... 0.024 ........... 12 2.58 ................................. 374 .............................. - 673 ..................... ........................... I GENERAL NOTE: I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO 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 44- F I I TH LOCAL REGULATIONS ANQ CO24 iF�b 00 _j U- F- 00 0 . ..... . ............................. .... ... 0,�' 7 DRH 2 ........... ...... 4 -0 406:0 3 '72 0 624' C) 2� w < w . .. . ...... 6 LETTER OF REVISION 00-2i 5 00 AMENDMENT11 z 00. ............ 0 6� z z z < w '00.:: u 4033: Lij 0 D LLI _j C) 015 ................. 011,024:;:­.�,:.: a:- 4M:��: 3 00 ............. 000 i�$L t05:: 5,5 6 Oi:,407_25 407b 0,,:��: .................. ......... 4740. ......... ..... ....... ... 0 . ..... (w 1L B1dj 1700 -------- --- cb22 ­­ __ - ------------------- -b.18 - - ........... -0 bA6 6�-bb 06 tob 41b.bb 464' �6 - 14.116 - - ------- b. -O-33 9___ 0.024 - - ---- -8 - -- - ---- -1.20 -3.90 4.92 02 0O23 0.00 ---- ----------------------- 0.90 -------- ------------ - - 0.00 0.16 5.08 6.68 im .................... . ..... 4wob ..... .................... .......... 408.35 ------- - 75.53 ------ ------ ......... ................ 0.0086 0.024 12 ------------------ - - -------- 1.79 ----------------------------------- 2.38 ----------------- ------------------------------- 31.73 .............. �G,024 . ..... 0 _3 0 a: w < . ......... . .... . . .. . .. ... . . . . . ..... ..... ....... ...... .. ...... ... 026, ............... -4 75 1100 AM& .......... ---------- Bldg 1600 CO23 0.29 0.90 . ........ . . . . ....... ..... ... . . ...... . . . ........ . ...... .. ........... 0.26 .... . ..... .75 410.00 408.35 19.15 0,.-0,- 8-6,-2,! -- - -- ---- - ------ --- 4,-,-- 12 5.65 -6-3 _3___ 3.03 I GENERAL NOTE: I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO 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 44- F I I TH LOCAL REGULATIONS ANQ REVISIONS _j U- F- 7/16/15 COMMENTS DRH 2 uj < _j < < FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 C) 2� w < w 4 11120/15 LETTER OF REVISION DRH 5 > AMENDMENT11 z 1/7116 LETTER OF REVISION ACSA COMMENTS z z z < w u Lij 0 D LLI _j C) N. U) of F- < 3: fr rj� _j 0 b < 0 Ca �- co co P4 (w 1L -0 <2 < >_ a_ z 0 u <<w 0 >_ 0- -, w 0 �_:< 02 0 Z !,� Z > z >:Z 0 LL W 'z <. z < 0 _3 0 a: w < AM& gzi z �4 Cn U w Z 0 z u u i 1N �4 !R u Z W4 U 2 u g z P=4 0 00 > > 7 u REVISIONS 1 7/16/15 COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11120/15 LETTER OF REVISION DRH 5 12/18115 AMENDMENT11 6 1/7116 LETTER OF REVISION ACSA COMMENTS DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRG41NIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VAI-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555� kk NOT APPROVED FOR PROJECT No.: Vl-2200-14' DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: DL5 PROJECT: FINAL SITE PLAN FOR JLXIR, 5TH STREET STATIrk)"N OVIARIDNALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON1 STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA L�J OH 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com SHEET TITLE: STORM SHEET NUMBER: 12D 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 T "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 CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 40 20 10 0 40 1 "= 40' NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE 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 ONE-HALF FOOTCANDLES. 3. PROPOSED LIGHT REQUIRES HOUSE SIDE SHIELD. REVISIONS REV DATE COMMENT J Z O Q 7/16/15 PER COUNTY COMMENTS DRH 2 LL Ja tV a; 5lz DRH rk V 10/1115 MINOR SITE PLAN AMENDMENTI > 0 >o w< 4 11/20/15 LETTER OF REVISION DRH 5 >Opa AMENDMENT it DRH F Z0 � J arc a 2 uj0zWJ0 am a� b _ w afg 5 9z 001 -QO2 m F- CO�: LL a - �0 w W "4 w- ♦����♦ a,S W ®LL Q r IL >u WR = z } 00 U F�1 ozOYz> M.1. Z Z K w w F zOOF- w= CO Z Q Z OJO=W cnacevv r m O 0 T� V� z F C7 w a' � � cc CG�7 U €a b E 8z U ow z (n ti w U �= Sw ® Zx �m b u - REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8127/15 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT it DRH 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 811) (WW 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: LT5 PROJECT: FINAL SITE PLAN FOR 5TH STIR IRT STATION OVE]I ALL PHASE ASE I I LOCATION OF SITE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTT'SVILLE 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 V DANIEL R. HINES A .p Lic. No. 043176 0 12/18/15 AL SHEET TITTLE: LIGHTING PLAN SHEET NUMBER: 15G AREA. 0.56 -23 STR AREA:0.46 ST -2 R C:0.85 C. 0.85 s , , SAN STR AREA: 0.74 13 c:o.s5 „I J AREA:0.27 C:0.85 ♦\, ih ,- .zAN STR AREA:0.55 _3 cosy I T - --------- ---------- -- --------------- --- ----------------- 42��PS PS7 .. ...... . .................... 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SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL LEGEND. b 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 REGULATIONS AND CODES. REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS \h �a ♦\, ih ,- .zAN STR AREA:0.55 _3 cosy I T - --------- ---------- -- --------------- --- ----------------- 42��PS PS7 .. ...... . .................... 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SEE SHEET 19 FOR EROSION AND SEDIMENT CONTROL LEGEND. b 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 REGULATIONS AND CODES. THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) WV 1-800-245-4848 P - ( A 1 800-242-1776 VA 1-800-552-700 1 MD 1-800-257-7777 DE 1-800-28 - ( ) (2 8555 NOTPPA ROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 111=40' CAD I.D.: ES5 PROJECT: FINAL SITE PLAT FOR STH STREET STATION OVERALL PHASE AS]E 11 ILOICATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILL E MAGISTERIAL S ERIAL ALBEMA RLE COUNTY, U TY VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www. BohlerEngineering,com SHEET TITLE: EROSION AN SEDIMENT PHASE III �rZ� REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 LL W 0 Z DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 >oa z? 11/20/15 LETTER OF REVISION DRH 5 oQzwg �w DRH Z 0 2E Zw o� U wO�w am b�W 44 _ lA d' ww0g m s� .kyr ti ®� 44 �m�OF-cnQ O=a �E>_ s® �w E� N � = Z O z U c } o(z � Z0 j Z m }:2 O � o a �W t�-i O m0 w tq Q[YUU a� 0 P4 �o lL'71` z Fa H , a w '�� C�®2 W, � U 3 z U THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) WV 1-800-245-4848 P - ( A 1 800-242-1776 VA 1-800-552-700 1 MD 1-800-257-7777 DE 1-800-28 - ( ) (2 8555 NOTPPA ROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 111=40' CAD I.D.: ES5 PROJECT: FINAL SITE PLAT FOR STH STREET STATION OVERALL PHASE AS]E 11 ILOICATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILL E MAGISTERIAL S ERIAL ALBEMA RLE COUNTY, U TY VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www. BohlerEngineering,com SHEET TITLE: EROSION AN SEDIMENT PHASE III �rZ� REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 12/18/15 AMENDMENT II DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) WV 1-800-245-4848 P - ( A 1 800-242-1776 VA 1-800-552-700 1 MD 1-800-257-7777 DE 1-800-28 - ( ) (2 8555 NOTPPA ROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 111=40' CAD I.D.: ES5 PROJECT: FINAL SITE PLAT FOR STH STREET STATION OVERALL PHASE AS]E 11 ILOICATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILL E MAGISTERIAL S ERIAL ALBEMA RLE COUNTY, U TY VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www. BohlerEngineering,com SHEET TITLE: EROSION AN SEDIMENT PHASE III �rZ�