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HomeMy WebLinkAboutSDP201500061 Plan - Approved Minor Amendment 2015-10-27_wul WIN al I I �wwmmw"l 1 11 CONTACT INFORMATION REFERENCES ♦BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97-159 DATED: MARCH 3, 1998 (REVISED JULY 8, 2003) *GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY: ECS MID -ATLANTIC, LLC PROJECT NUMBER: 28:1552 DATED: MARCH 29, 2013 *ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009-001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET - AVON CENTER" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31, 2012) ♦FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) *CRITICAL SLOPES SPECIAL EXCEPTION: "CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - LANDFILL CAPPING PLAN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 23, 2014 (REVISED FEBRUARY 6, 2015) ♦ WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 19, 2013 (REVISED APRIL 10, 2013) ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE - PHASE I FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED APRIL 17, 2014) ♦ WATER PROTECTION ORDINANCE: "WATER PROTECTION ORDINANCE PLAN - E&S PHASE H AND SWM/BMP DESIGN" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: DECEMBER 13, 2013 (REVISED MAY 19, 2014) *SITE PLAN - WEGMANS: "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: OCTOBER 30, 2014 ♦ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION - BENT CREEK PARKWAY" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER 26, 2013 (REVISED MAY 5, 2015) ♦ ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR FIFTH STREET AND BENT CREEK ROAD INTERSECTION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: APRIL 26, 2013 (REVISED JUNE 11, 2015) ♦ WETLANDS PERMIT: "VIRGINIA WATER PROTECTION (VWP) GENERAL PERMIT NO. WP4" VWP GENERAL PERMIT AUTHORIZATION NO. WP4-13-1602 AUTHORIZATION EFFECTIVE DATE: DECEMBER 11, 2013 AUTHORIZATION EXPIRATION DATE: DECEMBER 10, 2020 PERMITTEE: S.J. COLLINS ENTERPRISES GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972-4126 UTILITIES ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 GENERAL NOTE . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE 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. 7\1 F-,,,,RAlj,4 T,,. PHASIF,.4 11 W TAX MAP PARCELS 076M 1-00-00-002A0 076M 1-00-00-00260 076M 1-00-00-004A0 07700-00-00-011 E0 LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ON S LOCATJON MAP COPYRIGHT AD(C THE MAP PEOPLE PERMIT USE: NO. 20602153-5 SCALE: V=2000' ♦ OWNERS: *APPLICANT: AVON HOLDINGS, LLC 5TH ST. STATION VENTURES, LLC 1209 NORTH ORANGE STREET 5B SOUTHWEST BROAD STREET WILMINGTON, DE 19801 FAIRBURN, GA 30213 3A (770)692-8300 5TH ST. STATION VENTURES, LLC. CONTACT: DANIEL S. TUCKER 5B SOUTHWEST BROAD STREET SITE PLAN FAIRBURN, GA 30213 GRADING PLAN (770)692-8300 UTILITY PLAN CONTACT: DANIELS. TUCKER WATERLINE PROFILES PR EPAR EM B"Y 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 dhines a@bohlereng.com CONTACT: DANIEL R. HINES, P.E. 0 SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2A -B OVERALL EXISTING CONDITIONS AND DEMOLITION PLAN 3A CONSTRUCTION PHASING PLAN 4 OVERALL SITE PLAN 5 SITE PLAN 6C -6G, 6J GRADING PLAN 7C -7G, 7J UTILITY PLAN 8C -J WATERLINE PROFILES 9A -C SANITARY PROFILES AND COMPUTATIONS 10A SANITARY PROFILES 10B STORM PROFILES 11A -F STRUCTURE DETAILS AND COMPUTATIONS 11G STORM COMPUTATIONS 12A -D LANDSCAPE PLAN 13C -G LANDSCAPE DETAILS 14A -B LIGHTING PLAN 15C -G LIGHTING DETAILS 16 FIRELANE PLAN 17 PUBLIC RECREATIONAL EXHIBIT 18 OVERALL EROSION AND SEDIMENT CONTROL PHASE III 19 EROSION AND SEDIMENT CONTROL PHASE III 20C -G APPROVED PROFFERS 21A-13 PROFFER; ANALYSIS 22 RETAININIG WALL DETAILS 23 CONSTRUCTION DETAILS 24A -B RAINWATIER HARVESTING DETAILS 24C WATER AND SEWER UTILITY DETAILS 25A -B WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. w a �W W W z 0 �z W4 APPROVALS DATE DEPARTMENT OF COMMtWT DEVELOPMENT PLANNER/ZOINING 1 ENGINES s a � INSPECTION 2 ARB <w DEPARTMENT OF FIRE RESC 3 ALBEMARLE COUNTY SERVICE RARITY VIRGINIA DEPARMENT OF TRANPPORTAMN 4 HEALTH DEPARTMENT LETTER OF REVISION WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. w a �W W W z 0 �z W4 REVISIONS REV J SLL BY 1 w J Q s a � DRH 2 >oa <w DRH 3 L11 �w DRH 4 o�> � 10 O z w Q LETTER OF REVISION u 5 Lu p m F ; �w o� OLuoF Qo= €o c. ♦����• �S �Q 0 Qy O o 2 Q a p = Q DQ Q J O � d J W, K O 07 ow m> z o 1w F O N O U Q J F m O O= W Q U U O w � b � Q �> C4 C") 2 Tilo ow. �p oLL u REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 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 1-300-245-4848)(PA1-800-242-1776) (VA 1-800-552-7001)(MID 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.:: V122001 DRAWN BY: JLP/CBC CHECKED BY:: DRH DATE: 02/20/15 SCALE: AS NOTED CAD 1. D.: SD5 PROJECT: FINAL SITE PLAT FOR 5TH STREET TA'I'dOl'aT OV]ERA]LI, PHASE 1I LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com of DANIEL R. HINES 9 .� Lic. No. 043176 k 1/29/16 �� ��NAL E SHEET TITLE: 007V ER SHEET SHEET NUMBER: 0 GENERAL NOTES CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE PART OF THIS SITE PLAN: • "SURVEY - "ALTAIACSM 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 AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. REQUIRED PERMITS AND TRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQ E 3. PRIOR TO STARTING CONSTRUCTION, THE CON APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,. SPECIFICATIONS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT. 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME= TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR; IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TE=CHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH) RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF T'HE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY 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. AILL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, &CTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO (RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20, NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR T -HE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY )AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTIOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABNLITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT JVORK 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 CONSTRUCRON. FAIWRE 8Y 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. 21, IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TO SAME. 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN 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 INDEMNIIFY 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 RESPONSIBILE 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. OENE�AL DEMOLITION NOTES 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: SURVEY - KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 MARCH 3, 1998 (REVISED JULY 8, 2003) PROJECT NUMBER: 97-159 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDWENTS 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 OFF 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 BOHL.ER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITIE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITHI 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. CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF A\DA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSITRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY I'MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL_ FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS (OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDIE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOIVAINALLY 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 UNOBSTRUICTED 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 SLIOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. GENERAL GRADING AND UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED IN WRITING TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES REGULATIONS LAWS RULES STATUTES AND/OR ORDINANCES, RDINANCES 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 IG RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION By GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OIR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT, MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THIE 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 BACKFILIL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHINIG PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED, 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES; COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18.PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE. 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. SEWERS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH JURISDICTION OVER SAME. • WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE 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 Q IREMENTS 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 J w o 2 7116/15 PER COUNTY COMMENTS DRH 2 w 0 DRH s k V 1011/15 MINOR SITE PLAN AMENDMENT1 Q Q a 'q 5 w cl�o>zw= LETTER OF REVISION DRH 5 1/29/16 Gw DRH o� Goa H ir_+ �zzz QW o0 w O J w J 0 am 0 00F -Q0= [0 F- U) ?: u- 4 s0 /��// p4 F 0 3 N w- N rT, �� P4gl 9 G -, U LL O Q 0- � a >o a u Frl :>� = z O > o N w= W o �a� �. 0Oz�z> o0 z z W F- - o- U= QOYOF- �mzaz 0�0=w cn Q�UU m® 8� ***** =. .� 0 V cc � .. �w '4 Fa w � Fj "' ,a FF-�1 d P g ,, a w �w 7 c w w W cry ,� o w uz o 4 c 11 Q � o, c z] wo "' �°; 4-, .6; o w j z Cg 4 -0 ww , omb I g d 4 , b o EE CQ? - REVISIONS REV DATE COMMENT BY 1 7116/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 1011/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 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 81 1) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No..: V122001 DRAWN BY: JLP/CBC CHECKED BY` DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: SD5 PROJECT: FINAL SITE PLAIN FOR 5TH ST IRIN� pE�j�T TATI0 O Y �Jr,k,-ALL PHASE 11 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 WARREINTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax:: (540)349-0321 www. BohlerEngineering. com.04 OF V DANIEL R. HINES P .p Lic. No. 043176 'A �, ��It 1/29/16 , ``CO I SHEET TITLE: 4 ENERAL NOTES SHEET NUMBER: 2A SURVEY STRUCTURE INFORMATION SANITARY SEWER MANHOLES: STORM STRUCTURE SCHEDULE: (ASSUME ALL R.W.S.A. ON MAIN S 25°4515" E 45.00' INTERCEPTORS ALONG MOORES CREEK #1 ES -1, 15" RCP AND BISCUIT RUN; A. C. S. A. ELSEWHERE.) 70.94' INV = 377.20' #1 TOP = 383.89' #2 DI -3C (OLD), L = 8' 61.33' IN = 378.0' S 50°40'06" E TOP = 381.52' L7 OUT = 377.7' 71.97' IN = 377.7' S 13'14'20" E 89.00' L9 OUT = 377.6' #2 TOP = 376.02' S 52°19'19" E 134.66' L11 IN = 368.2' #3 DI -38, L = 8' S 31'4738" E OUT = 368.1' L13 TOP = 381.14' 88.07' L14 S 13°4420" E OUT = 378.1' #3 TOP = 379.53' r148.05' L16 S 63°418'17" E IN = 370.1' #4 ES -1, 15" RCP OUT = 369.8' S 60°417'53" E INV = 376.55' #4 TOP = 378.21' #5 DI -313, L = 8' S 49°419'34" E IN = 371.7' L21 TOP = 383.23' 65.11' OUT = 371.7' S 87°23'59" E OUT = 377.8' MOORES TOR UPPER CREEK SS INTERCEPTOR (UPPER): #6 ES -1 42" RCP #5 372 TOP - 372.56' 56' L25 INV = 375.03' 65.58' IN = 362.2' N 52°410' 13" E 36.90' - OUT = 362.0' #7 VAULT MANHOLE UNDERGROUND GAS LINE G TOP = 385.65' #6 TOP = 373.65' - -- - I ---------------- ----.--------------- 127' IN = 380.1' T IN = 363.4' UNDERGROUND CABLE UNE 2-24" INS (FROM 8) = 376.8' OUT = 363.3' STORM SEWER OUT = 376.5' #7 TOP = 385.05' #8 HEADWALL, L = 11' IN (FROM 7A) = 365.9' *01, TOP = 380.55' SANITARY MANHOLE IN (FROM 8) = 364.1' INV (SO.) = 377.44' O` OUT = 364.0' WATER METER INV (NO.) = 377.52- #7A (A.C.S.A.) TOP = 384.49' #9 15" HDPE OUTFALL 2" IN = 373.8' INV = 376.46' GAS METER 8" DROP? IN (FROM SO.) = 370.0' TYPICAL END SECTION 1-3 I�-� 8" IN (FROM NO.) = 368.9' #10 DI -1 I �`) OUT = 368.8' O TOP = 383.55' CURB INLET per' p OUT = 377.7' #8 TOP = 375.21' ELECTRIC MANHOLE O 6" IN = 366.2' #11 15" HDPE OUTFALL ELECTRIC BOX 30" IN = 364.8' 77, INV = 373.16' EF OUT = 364.7' MONITORING WELL YY #12 DI -1 #9 TOP = 372.99' TOP = 382.25' BORING 6" IN = 367.7' OUT = 373.9' 30" IN = 365.0' OUT = 365.0' #13 15" RCP OUTFALL INV = 364.94' #10 TOP = 374.88' 28" IN FROM #13 = 365.7' #14 DI -7 STANDPIPE 30" IN FROM #11 = 365.6' TOP = 373.48' OUT = 365.6' OUT = 370.5' #11 TOP = 376.05' #15 15" RCP OUTFALL 127' IN FROM STUB? = 366.7' INV = 373.82' 30" IN FROM #12 = 365.9' OUT = 365.8' #16 DI -313, L = 10' TOP = 383.88' #12 TOP = 379.74' IN = 379.8' 8" IN = 370.5' OUT = 379.7' 4"IN=371.4' 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' IN = 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' 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. R GUARDRAILS HANDRAILS SHALL BE INSTALLED AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE 8. STANDARD AND/OR 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 DEVELOPIMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN, 10. PAVEMENT DESIGN IS BASED ON AN ASSUMED CBR VALUE OF 10 (USE CBR VALUE OF 6 IN LOUDOUN CO). SOIL TESTS OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE PLACEMENT. 11. ALL UNTREATED AGGREGATE USED IN BASE OR SUBBASE COURSES SHALL BE 21 B, EXCEPT ON ROADS WITH ADT OF 1000 VPD OR LESS, WHERE 21A AGGREGATE MAY BE USED. WHEN 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 IMIMEDIATELY AND NOT RECOMMENCED UNTIL A DETERMINATION IS MADE REGARDING THE APPROVAL OF ANY ADDITIONAL SIGNS. IMMEDIATE REMOVAL OF SUCH SIGNS SHALL NOT NEGATE THE NEED FOR THE SUBMISSION OF A REVISION. 19. LANDSCAPING AND IRRIGATION SYSTEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A VDOT APPROVED REVISION. 20. BEGINNING JULY 1, 2009 ALL LAND USE PERMIT APPLICATIONS ARE REQUIRED TO PROVIDE AT LEAST ONE (1) PERSON WHO, AT MINIMUM, IS VERIFIED BY VDOT IN BASIC WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WITHIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, MAINTAINING, OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL OF ALL WORK ZONE TRAFFIC CONTROL DEVICES. LINE TABLE: NUMBER DIRECTION DISTANCE L1 S 25°4515" E 45.00' L2 N 56°52'33" E 56.84' L3 N 73°44'05" E 70.94' L4 S 85°45'33" E 141.07' L5 S 72°33'39" E 61.33' L6 S 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 31'4738" E 131.15' L13 S 36°310'32" E 88.07' L14 S 13°4420" E 90.10' L15 S 48'14'41" E r148.05' L16 S 63°418'17" E 1' L17 S 35°412'05" E L18 S 60°417'53" E 65.32' L19 S 70°336'05" E 107.58' L20 S 49°419'34" E 72.30' L21 S 41°113'10" E 65.11' L22 S 87°23'59" E 58.48' L23 S 43°113'50" E 25.59' L24 S 84°32'05" E 17.79' L25 N 65°72'01" E 65.58' L26 N 52°410' 13" E 36.90' SURVEY NOTES_ 1. SURVEY PREPARED FOR: 5TH STREET STATION, LLC. 2. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 3. THE LOCATIONS OF UNDERGROUND UTILITIES, AND ANY EASEMENTS OVER THEM, ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO DIGGING, TEST BORING, OR UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. LACKING PRECISE LOCATIONS OF THE UNDERGROUND UTILITIES THIS SURVEYOR CANNOT CERTIFY TO ANY ENCROACHMENTS, OR LACK THEREOF, INTO EASEMENTS THAT ARE CENTERED ON UNDERGROUND UTILITIES AND ARE NOT OTHERWISE REFERENCED TO SURFACE FEATURES OR PROPERTY LINES. 4. AERIAL TOPOGRAPHY PREPARED BY: VIRGINIA RESOURCE MAPPING 210 N 21ST, UNIT A PURCELLVILLE, VA 20132 PHOTOGRAPHY DATE: DECEMBER 2002 5. OVERLAP AREA CONTAINING 1,250 SQ. FT. AND SHOWN AS BEING A PORTION OF PARCEL 2A ON A PLAT OF HUFFMAN-FOSTER & ASSOCIATES AND RECORDED IN CO. D.B. 464, PG. 45 AND ALSO SHOWN AS BEING A PORTION OF THE PROPERTY ON A PLAT OF 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 JORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ,CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I'. FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. NUMBER DIRECTION DISTANCE L27 N 63°47'21 " E 103.27' L28 N 48°51'09" E 117.87' L29 N 72°21'31" E 40.36' L30 N 62°10'58" E 62.92' L31 N 34°23'58" E 40.98' L32 N 59°24'00" E 43.08' L33 N 45°01'13" E 68.60' L34 N 75°43'43" E 25.27' L35 S 67°14'58" E 54.07' L36 S 80°20'49" E 42.45' L37 N 70°28'28" E 60.94' L38 S 41°13'10" E 42.28' L39 S 82°17'53" E 75.19' L40 N 51'34'57" E 90.10' L41 N 29°55'52" E 94.32' L42 N 63°28'27" E 68.44' L43 N 43°23'57" E 83.99' L44 N 10°40'38" E 78.62' L45 N 35°00'11" E 151.39' L46 N 18°51'49" E 133.94' L47 N 30°37'56" E 135.46' L48 N 72°56'38" E 66.81' L49 N 55°14'43" E 129.56' L50 N 57°39'54" E 20.00' L51 N 39°57'32" E 188.99- L52 N 67°17'05" E 19.76' PROPOSED EASEMENT LEGEND 3,782,315 SF SI IM 945,579 SF SIGHT DISTANCE T IM BENT CREEK PARKWAY (ROW) STORM DRAIN SS I 14,571 SF SANITARY SEWER W IM PHASE II PLAN WATER PA IM 1,998,226 SF PUBLIC ACCESS IM MAGISTERIAL DISTRICT: COMMON SHARED IE IM SHOPPING CENTER INGRESS -EGRESS PU IM LANDFILL PARCEL AREA: PUBLIC UTILITY VA 211,655 SF - 4.86 ACRES (APPROXIMATE) VARIABLE WIDTH S Wt (BOTH RIGHT-OF-WAY AREAS ABOVE ARE STORMWATER FACILITY MANAGEMENT OPEN SPACE CALCULATIONS - OVERALL SITE 3,782,315 SF REQUIRED OPEN SPACE (25%) 945,579 SF NON -OPEN SPACE AREAS ENTRANCE CORRIDOR (EC) & AIRPORT IMPACT AREA (AIA) BENT CREEK PARKWAY (ROW) 332,896 SF PARK AND RIDE AREA 14,571 SF WEGMANS SITE PLAN 633,198 SF PHASE II PLAN 1,017,561 SF TOTAL 1,998,226 SF OPEN SPACE REMAINING 2,801,650 SF 86.83 AC 21.71 AC 7.64 AC 0.33 AC 14.54 AC 23.36 AC 45.87 AC 40.96 AC (47% ALBEMARLE COUNTY ENGINEERING RING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROLALL CONFORM SIGNS G S SH RM WITH THE VIRGINIA MANUAL L 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 CONSTRUC71ON INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION ION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THSE GENERAL CONSTRUCTION NOTES) 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS, 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY' LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS') NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER. WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URIBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -91(A, B OR C). 5. WHERE RUIRAL 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 PLANT 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 MULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANICE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. ACSA GENERAL WATER AND SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR'. WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR AILL 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, OVEF- THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES„ ETC. 7. ALL WATER AMID 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 -00-00-002B0, 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 9/12/12) - - 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) BLDG 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: POLE LIGHT OVERALL DEVELOPMENT AREA: 37.90 AC (EXCLUDING ROW) LANDSCAPE PLAN REQUIRED: YES TOTAL BUILDING FLOOR AREA: UTILITY POLE WEGAAANS: 140,000 SF PHASE 11: 324,468 SF OVERALL DEVELOPMENT: 464,468 SF PARKING SUMMARY ---- --- OVERALL REQUIRED (4.5SPACES/1000SF): 2091 SPACES WEGANANS PROVIDED: 801 SPACES PHASIE II PROVIDED: 1363 SPACES OVERALL TOTAL: 2164 SPACES STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET NOT TO SCALE EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE CORRUGATED PLASTIC PIPE ONSITE PROPERTY LINE / R.O.W. LINE INTERSECTION - - NEIGHBORING PROPERTY LINE ! INTERIOR PARCEL LINE - - POINT OF VERTICAL EASEMENT LINE DECORATIVE ------_ SETBACK LINE BLDG BUILDING R CONCRETE CURB & GUTTER CURB AND GUTTER BUILDING SPILL CURB TRANSITION CURB TOP OF CURB BM BENCHMARK DEPRESSED CURB AND GUTTER ------------------------- BRL BUILDING UTILITY POLE WITH LIGHT RETAINING WALL POLE LIGHT WALL TRAFFIC LIGHT r --�� O UTILITY POLE O CENTERLINE TYPICAL LIGHT g CMP ACORN LIGHT SAN ---- --- TYPICAL SIGN METAL PIPE ! PARKING COUNTS ZL CONNECTION T170- - ---------------169------------ CONTOUR LINE 190 187 T OP 5164 SPOT ELEVATIONS C516.00 TC 516.00 BC 515.55 POLYETHYLENE PIPE SANITARY LABEL SAN # �l - A � iT-- ` STORM LABEL X # _._....._...---------------------z-------------------------------------_. SANITARY SEWER LATERAL SL .........-- --------------- ____....._ !UNDERGROUND WATER LINE W - !UNDERGROUND ELECTRIC LINE E - - - G -- --- _ UNDERGROUND GAS LINE G ------------ - .......-- C ` ......--------------....... - OVERHEAD WIRE --OH - -- - I ---------------- ----.--------------- UNDERGROUND TELEPHONE LINE T UNDERGROUND CABLE UNE C - -- - -- --- --- ----- ----- --- --- STORM SEWER SANITARY SEWER MAIN S HYDRANT *01, SANITARY MANHOLE STORM MANHOLE O` 0wM WATER METER WV WATER VALVE . GAS VALVE GAS METER TYPICAL END SECTION 1-3 I�-� HEADWALL OR ENDWALL �OR� I �`) YARD INLET O CURB INLET per' p CLEAN OUT O ELECTRIC MANHOLE O TELEPHONE MANHOLE O t ELECTRIC BOX EB 77, ELECTRIC11 PEDESTAL EF MONITORING WELL YY TEST PIT BENCHMARK BORING 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 PTCA 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 GRADE LOWER SIDE 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 I DOM I DOMESTIC I TELE I TELEPHONE I ELEC I ELECTRIC I TPF I TREE PROTECTION FENCE ELEV ELEVATION TW TOP OF WALL EP EDGE OF PAVEMENT TYP TYPICAL IES I EDGE OF SHOULDER IUG (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 DEGREE G GRADE 0 DIAMETER GARAGE FLOOR (AT GF DOOR) # NUMBER GRADE HIGHER SIDE GH OF WALL GL GRADE LOWER SIDE OF WALL GRT GRATE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE 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 LIS ILANDSCAPE LETTER OF REVISION MAX I MAXIMUM MIN I MINIMUM MH MANHOLE MJ MECHANICAL JOINT OC ON CENTER PA POINT OF ANALYSIS PC POINT CURVATURE 8/27/15 POINT OF PCCR COMPOUND 10/1/15 CURVATURE,CURB DRH RETURN PI (POINT OF INTERSECTION _ O J SLL LJJ z ¢a Qa <w v Q 2N> o o a W �zz� aw z w o0 Lu O J w -<, a m 3:Swaf 0�a �$ H b 00F-¢0= €O O � mf-m'sLLa �w I4 [z a LL ¢ iF w O 2i ¢ w 0 a¢'Lu 1-80 O 0aJ 0Z�Fz> ow m> z 0 Lu a N TQ��� o = Om0=w z co ¢TUU 0 o� aW 7 �o cn �w W crz �5 D > y o w o �w x m b oLL O 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 1/29/16 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) 6. 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: FINAL SITE PLAN FOR STH STIR.EI.ET STATH]"yN 0\VJ�JlR\ALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARREINTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com 01F DANIEL R. HINES 'P .p Lic. No. 043176 1/29/16 `(07 �S1A'O L �7 TVA C SHEET TITLE: 2" GENERAL NOTES SHEET NUMBER: 2'jDD / la >i n lt REV DATE IrV I VRIVV I C O I f f% ti� / 0 SLL 7/16/15 BOLLARDS DRH 2 W i Z DRH rh 18' :::: �j IP .: PROP :`..�rr:i::= }:f: �. i C MP ACTOR':::::_:::{i?i42:2 r:(i': f 11/20/15 V DRH n.: x . LRC? ::;<:::::::-:::?:........ .........: a DRH 1�Iafl 3 w rc2 UNNIONE O a o a m lt REV DATE IrV I VRIVV I C O I J 0 SLL 7/16/15 PER COUNTY COMMENTS DRH 2 W i Z DRH rh 18' 7 a¢a > ❑ �w 11/20/15 V DRH 5 C,>zW= n DRH 1�Iafl 3 w rc2 O a o a m =sm ................. 4 a .O. OLU 30 E h U LL 8a z yo W (� 4 a ;E a a = z o W• OzOz; ow W" m}z00� z F--z��� w= �mzaz �m 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. .CONFORMANCE WITH LOCAL REGULATIONS AND CODES. .0 Urm ' 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. ALL RETAINING WALLS SHALL HAVE HANDRAILS. 5. ALL SIDEWALKS SHALL BE "CLASS A" CONCRETE UNLESS OTHERWISE NOTED. PATIO AREAS SHALL BE PAVERS OR STAMPED CONCRETE. 6. HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD -83), SOUTH ZONE VERTICAL: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) 7. ALL CURB TO BE CG -6 (CONCRETE CLASS A-3), UNLESS OTHERWISE NOTED. 8. BUILDINGS SHOWN IN HATCHED AREA ARE SUBJECT TO CHANGE, AND ARE SHOWN FOR INFORMATION ONLY. SITE PLAN WILL BE REVISED AND RESUBMITTED FOR REVIEW ONCE TENANT SPACES HAVE BEEN FINALIZED. 9. KNOX BOX REQUIRED ON ALL BUILDINGS. 10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. REVISIONS REV DATE COMMENT J 0 SLL 7/16/15 PER COUNTY COMMENTS DRH 2 W i Z DRH rh 10/1115 MINOR SITE PLAN AMENDMENT1 a¢a > ❑ �w 11/20/15 V DRH 5 C,>zW= n DRH o2i O o zCD��-0, z W 3 w rc2 O a o a m =sm H 4 a .O. OLU 30 E U LL 8a z yo W (� LL O a ;E a a = z o W• OzOz; ow W" m}z00� z F--z��� w= �mzaz �m U) a U U c� >w z 72 z R WccO Q Z Fps If p W ZOm b > O Z REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, ORANY 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) ft 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 S°)I°H STREET STATION OVERALL PHASE ASE 11 I..00ATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER iENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com V DAINIEL R. HINES P .p L'ic. No. 043176 1/29/16 s`s ONAL SHEET TITLE: SITE PLAN SHEET NUMBER: 6C 0 \ \\N IN, r t�j 137.17 25.33' ` \ �� . \ FP f 3 15 15 za1 �o f \ \ fs tt 050 ..qlm "1 - ------------OEM Will NO I - 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 STM 7116/15 PER COUNTY COMMENTS DRH 2 J LL ff' Air DRH 3 STM i.3 W J Q -.g S? 11/20115 LETTER OF REVISION DRH n d Q Q a o s wi DRH aZ �a 07W= I- ISR o� ooaw Lu .... .. ... .. �,�� w 0 :i Lu 0 ir. 3 4� ® S \ �© �w 5' M ♦����♦ S� F LL 0 \ \\N IN, r t�j 137.17 25.33' ` \ �� . \ FP f 3 15 15 za1 �o f \ \ fs tt 050 ..qlm "1 - ------------OEM Will NO I - 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 J LL Q N DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT 1 W J Q -.g S? 11/20115 LETTER OF REVISION DRH 5 Q Q a o s wi DRH aZ �a 07W= I- o� ooaw Lu rWj w 0 :i Lu 0 ir. I..j ® OOF-¢Os mF-m�:LLa �© �w W 4 iii ♦����♦ S� F LL a CFZJ W LL O Q Q LL y a� T z H w Q♦ Z Q 0- J qf j W Z N o Z0 Z O2 W m> Z O L LL LIJ F- - _ N w� <`1� T Lu z U) Q�UU ¢n w� z o PQ >o REVISIONS REV DATE COMMENT BY 1 7116/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT 1 DRH 4 11/20115 LETTER OF REVISION DRH 5 1129116 AMENDMENT 11 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)(MID1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: SP5 PROJECT: FINAL SITE PLAIN FOR 5TH STJLvSEI,,FJl STATION OVEIRALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fay- /l;dn\�da_n471 SITE PLAN SHEET NUMBER: 6E 3/ 1 r / r s , I s' > f hyVIll ? f f S F f , ✓ f ! f �'' t / � r .., NTER("ASEME�T , ..n(1R _. nV SEW .-370- !/`17Y�' �� sem" —_<- l V t t ! Y \ i' � 4} t � i t 1 ,.E ( ,E f � t <' t YL '. `L$ `, '^.+•_ / w-- �.. ... ,...... _. _....,.__ .. Lu N 3892535 ` t ------------------------ L ' Y : a 4 11. .. ......_.._-�......_ _.._. _—.. _.. _.___...— , 4 . L < Y •v , \ "w i VY �' � ,�-^� � \ \ e •`tea\` Yh i �'-._..___—� � ��'' __.,_-+_ �,. f // r YL i X, 4 , a WF "1r� -- r j / C 416.41 ;n V F 1 rl i r n r ! J L"? Si•A t r / � sY r I J( i 1 1 r. Q I rr r48 Y r f / F � / r r � r ' 1 i r r STM v T' 1l �, ti f. F. I-40 1 f A: f %' i r 41 33 r r C 415 95 STM t c r / GENERAL NOTE'. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE 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. 224Of; h \\ c \ l , S 1 : \ \ t 7 R ` F r 3 , `\ \ \ \ t A • t , \ , 12.90 \ , , MATCH EX. i�l iiii x h ' 4 4. TC41 5 \ \ 1 \ v � s :i 5T�9 a J E < , \ STM ST r, iT \ a ,h , ...' ° .;' .. °F I _.'s-i--"-''�T-t' �:M1/: '. . �.. � ° � x � �e E. � , - _ � :# ` g \ _ ..< �._ .:c , a\ 4 E _- .... a ..... .. .. �. t'. \ • i - �'`', , '� � , .. t ,. ,. 21+00 12" ['INM1*0 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, ENTITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS," DATED MARCH 29, 2013. 0 LL s W o z QQd aw ❑>zLu K? Odd wF � J � L O_jLu _j W¢ p a m (Sy �: �W� �a p� K 0 a CO O (n O � XOR W U a az L- `t z F O :5i Q a� 0 z > w W O • O 2i W - � o 0 > w, m z00 _ LL O r F QO J I— W� :w) � m (of)QI,UU �2 y 44 Q > w S aw C� �4 F� u 2 n �..� it u � u o rte-- � 00 g O b z O LL u REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT 11 DRH LL 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)i(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: 111=40' CAD I.D.: GP5 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION OVERALL LL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineenng.com V DANIEL R. HINES y .� L.ic. No. 043176 4r 'AOS1/29/16 NAL SHEET TITLE: GRADING PLAN SHEET NUMBER7C : R pppy ''':4MP.E. c S2M 41307 15" CMP 4' RC 24" RCP STM. 15" GMP -36 '- s aF 13.40 413.40 `w. y 15" CMP 413.35 RO `f C 414.10 _ t^RAIdAGV ,41R F 171 ... ----- _ A.11 G7 � 9 1 .. 4 41 . ry r. i .S .•, , rf ,�-� T T f ti \ •x� I ' \ � , � 17 MAJOR TENANT D , -;.. '` \ \ Ur. � S \\ . � :�. 't t � E `"i \ � . � ':'•, i,s:, �'i cs': � i to t ] I " PRI \S NKLERED Pu nr--.ti \ M :t.;.;� � t � .. z `• f \ �` =x res t '� ,t t 11 b 4Lb.z/r I =C421 NOTES: 1. SEE SHEET 2A FOR GENERAL GRADING AND UTILITY NOTES. 2. SEE LINE TABLE ON SHEET 213 FOR PROPERTY LINE: BEARINGS AND DISTANCES. 3. MINIMUM PROPOSED PIPE DIAMETER FOR STORM SEWER SHALL BE 15". 4. THIS PLAN IS BASED UPON GEOTECHNICAL REPORT PREPARED BY ECS MID -ATLANTIC, ENTITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS," DATED MARCH 29, 2013. 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 7/16/15 PER COUNTY COMMENTS DRH 2 J LL FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH 19 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH � oa z Lu Q� �w 4.) W OJw ¢m of = NI 0 orQO= _© mrrnLLa �w ♦♦���♦ �� F+ry F W Lu LL a� 1z n LL Q zo w O 2i Q a� 0 1E a - �J' m }z Oa �a��L w= F -i �mz¢z 0-i T -w coaIr(-)u mw �w O Oa '4 1 a o CC w q u � o¢ oz k Ow cc u ¢z � qz om f7' Z HP u REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: GP5 PROJECT: ]FINAL SITE PLAT FOR STH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOH LER ENGINEERINGiim 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.Bohle.rEngineering.com pLTH pF` t� DANIEL R. HINES .� Lic. No. 043176 4:; 1/29/16 SHEET TITLE: GRADING PLAN SHEET NUMBER: 7E 0 3� I ..... J` ��% 2 STM ivi x 20. r i G STM y 2. - �� ( ~ , �%j PROP. 45° BENDS �x 1-41 TM �011 W W Vim— W ,s J J�J rff� ST � 23+00 SHEET 18"RCP 170 8� l :<ff..�� r��av I d LL :.......„ . s: REV ilx COMMENT POS' 0 I 7/16/15 STORM DRAIN LIMITS OF 2 I DISTURBANCE sLL QI W IM Th PROP PROP. 11.25' BEND 8 t� XXXXI r SM1ry„RRP �-ST4 ----------- IS4N —� L PROP. MANMULE� r ( x -\� EE NOTE m GG fr\ ---- __j . .J J ----,5.--. ------- -o � _- --- �-Q-- = "------ -- ---_--_-_ _._--,_-- —_-- �- ` �— _ -------- � AN - A ----------'-------'-- -------_..---------••T, SAN PROP.PULL.S-B"O-_X - - --- - --- - j- f 1,3BSAN ----z -- ------T---------- - ------------ ''- - -- '--------- � - - �------- / � � -- -- V. --------------- -------------------- 1 :.✓ r r 1 / n `- a 35 J -I r.� t _ co , � Tt'7i �ff i / l l ✓ '!f r A43 ITRC \ - - -- STh4 1-4 WL �SRca ✓ •••••PROP DRAINAGE W N 3891325 � � 2 'RCP � 1 - 2" REDUCER 51 tt1 . i � ; i PROP. FDG "Iz T J,>tn5 3 ?✓ PROP.4"SAN LAT i 1 l -e EA 4 A ry r - ----- ENF7 - -- - c' f INV = 419:50 I -- rt' L.. - 24"Ri.P-w a -_ SHOPS � `�� . 1 � + L._- - - � ` - I � �``) { � �� ❑ l (r � ' j--------------------------------- ,� I BL G. <1100 { {{j .'J� `r� �'� /�•- R-' ` 01 18, RCP —. �— 7 � ''fir-----�. G ,`_____ _ ______� \�,,� � I Ct, N 20: SF = t CUt "J r:` Y I FFEy=424.50 I PROP, 6" FIRE 11AL O,JT' �, r PROP. 2" DOM. 'sfi :t N;I'I-.;•: F3il1:v: - — ----- ----_ - — .,,dP ----' -_-_ — ----_ - __ .... ..... (`.P _ �"`--75" .ti,P ''\ c:�..s. V ..... ..... .. .. .. ..,,,,,_ ..... ..... ..... ..._ .... .. ....- — j VAULf (S`E -- — ? e4t:: "^. PROP OAS I Wft 1"W(M STP�1 'JTP,1`I METERS :. i lfj �� �f tAiE_ 7tI(t'--� A23 I A24 .4A 0. F WPO =� x oP ASE 2 PLAN) N 3891270 L4, -_ 1� a 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 I FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 40 20 10 0 40 I NOTES: 1„= 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. RAINWATER HARVESTING CISTERN SIZED TO IRRIGATE 0.5 ACRES OF GREEN SPACE. THIS IS EQUIVALENT TO THE LANDSCAPING DEMAND NORTH OF THE CROSS ROAD THROUGH THE DEVELOPMENT. FULL RAINWATER HARVESTING DESIGN TO BE USED BY IRRIGATION DESIGNER DURING CONSTRUCTION, UTILIZATION DETAILS SHOWN ON SHEET 24C. 6. EXISTING MANHOLE STRUCTURE A-41 TOP TO BE LOWERED TO 419.21 (PER GRADING PLAN ON SHEET 7D), AND TOP OF STRUCTURE TO BE OFFSET SO THAT LID RESTS BETWEEN RAMP AND STEEL PLATE. PROPOSED EASEMENT LEGEND REV SI IM COMMENT SIGHT DISTANCE I 7/16/15 STORM DRAIN SS 2 SANITARY SEWER sLL QI W IM Th WATER PA IM ¢¢a >❑ PUBLIC ACCESS IM V COMMON SHARED IE IM — INGRESS -EGRESS PU IM PUBLIC UTILITY VA > VARIABLE WIDTH S IM STORMWATER FACILITY MANAGEMENT VISIONS REV DATE COMMENT L 0 7/16/15 PER COUNTY COMMENTS DRH 2 w sLL DRH Th 10/1/15 MINOR SITE PLAN AMENDMENT1 ¢¢a >❑ Sw 11/20/15 V DRH 5 o ¢ 20!: � g w= w� K DRH > U w0�w¢0 �m 4_1 0Ono �-¢0LLa= x0 m�01rn �w U LL � a a LL ¢ ZO w (D ¢¢ 0 < LL 0 OFy ow ozz m }z0� aN �J' F QOJH Ov? F-� m z ¢ Z LL m H _10 N 0 �o r W �T4 cf) o H 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 AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 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) 10 01 APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: 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 SCOTTSV'ILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWEILL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 4�1� UTILITY PLAN SHEET NUMBER: 8D 1-6"GVI 0 F ,+ SAN 12" RCP -P P. F PROP. TX6" TEE a � 1 - 8" GV _j�y>` • • �.RCP---,,/ L"Ll Pw'.^t<:vEx R \ v t f �i 50 • .i.ii /:.: fes'* • ::;:%//:, u T1 1 - 4"X2" REDUCER 6"CON _w E GENERAL NOTE S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJE :K SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR, FIND A CONFLICT WITH THE DOCUMENTS RELATIVE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD CITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITU EPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. v I DOUBLE BOX CULVERT £NLIOWTW.65 5NDWALL TP = JZR 49' llVV B = J71,26' INS` A = 371.1$' `' ' ;t: � l s�%j'.i::;w�• `�GY/I%`moi :;t i tiR k' ZONED PD -SC USE STORAGE (WAREHOUSE N 3890585 � NEWERA PROPER TIES LLC S 89°25'30" W 348.13' LIMITS'.F� URBAC3C 40 20 10 0 40 NOTES: 1„=40' 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. SEE SURVEY STRUCTURE INFORMATION ON SHEET 213 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. PROPOSED EASEMENT LEGEND REV SI IM 0 SIGHT DISTANCE T I — STORM DRAIN SS IM 2 SANITARY SEWER W IM DRH WATER PA IM w PUBLIC ACCESS &31 IM 11/20/15 COMMON SHARED IE IM 5 INGRESS -EGRESS PU IM DRH PUBLIC UTILITY VA a m VARIABLE WIDTH S V\/ �F g oo� STORMWATER FACILITY MANAGEMENT I REVISIONS REV u 0 BY 1 W Q 0 r K DRH 2 Q Qa <w DRH 3 > CJJ oQzT,g w DRH 4 11/20/15 LETTER OF REVISION DRH 5 L z g AMENDMENT II DRH W p W00:,:i a m �F g oo� s o Q?o= =o m H q> W a w Lo U �a Q 'z O 2N Q a= 0 } l-/ D <c< J O 2� a- } y d O Q z O z> D D O O � Q J F m= O J- O S W O m z n. a r�� MO z o n 0 may' ems' H O Z u 00 b z O x H REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 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) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: UP5 PROJECT: ]SINAL SITE PLA FOR 5TH STREET STATION OVERALL PHASE 11 ]LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com XLTH ow DANIEL R. NINES �0 Lic. No. 043176 1/29/16 �S%NAL SHEET TITLE:: UTILITY PLAN SHEET NUMBER: 8G 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 FIJI L CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 0 J LL S L O z �CQ�w p>ZLuw Kz �z(Do�a Sw O z w a p R LLI � ::i [if < r � ca� af OOF-WQO= �O �.` m�cn'SLLLLLL 3N LL �1 a zY o W 0 Q a of (D z > o LU wo w• 22 0- 1 ¢ 0Z0zj 430 420 410 400 390 ------------------------- ---------- --------------- -------------- - -- ---------------- -- SAN ---------------------- ------------------- ------------------------------------ -- ... ------------- --- -------------- ----------------------------- - - --- -- - t pppE p 6E€� ....... ------------------------------ - - - --------- - -- - - ---------- --------------------------------------------- ----------- ._--------- --- --------------------------------- - 6 i 3 1 SAN PROR GRADE --------- --- ....... ----.......--------------------------- - - -- --.. --------------------- ----------------------------- i -------- SAN Q, Capacity 3 19 Invert Elev. - ---- ---- - - -- ---- - -- EX GRADE Unit .-------- --------- p z ------._----_--_ -- - - -- - - --- -------- _..._._.------ ----_------ - - --- I -------------------- Size Lateral @ Size U X X z End of End of IF Lu LI€ 7G < < U W LU d i9p) k WCL c w 2 n rn 0- o CD o 0 1 -- --- -- ------ - . _._.. i 3 1 d �9p) S 180.60' 8" DIP SAI I @ 0.50% I i I ft c) s 0 6 33 F- C7 08 00 8,175 4.0 op = 8" C 2 4 r - 00 M V F- (1)) � 1.46 E[I �Op lfJ C M ~ o ILO v>> z 514,160 d d Z 6 ��»> 16% °�' 0 0 » � � 16 15 65 250 16 25 0 16 250 10+00 10+50 11+00 11+50 12+00 PROPOSED SANITARY RY ]PROFILE e (SALT 6 TO SAN 13 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 430 430 420 420 410 410 400 400 390 390 SANITARY MAIN DESIGN NOTES: "n" Factor= 0.014 3 i I i 3 i � 3 � i 1 3 Units i i 3 1 SAN D Pipe p i 10 i - --- - ------ - ----- --- - ------------ - --------- - j SAN Q, Capacity 3 19 Invert Elev. , MH or Area Unit Increment Total Factor Peak Flow Size Lateral @ Size Actual -..- - - - ...- - - ... -- Full Flo w --- - - SAN End of End of IF Upper Lower E 9 € I 186.52' I 3 i 1 " DIP SIN @ 0.50% i 3 I I € 3 i ! d i9p) I I 333 3 \yY ) (gpd) in � ) � ' i s � hili s -- --- -- ------ - . _._.. i 3 1 d �9p) S I j i3 I i I ft c) 13 6 33 250 8,175 8,175 4.0 32,700 8" 0.50% 1 1.46 s ----- --------------------------------- - i 2.28 514,160 0.80 O 16% 397.70 396.80 16 15 65 250 16 25 0 16 250 4.0 65 0 0 0 81, 0.50 /° J 1.66 z i 514 160 0.80 ch ° 24% 403.35 X 1 � 1 4 21 2 0 5 Z rn� 21 '800 Q 4J �, 8 I¢cOflO N 1',88 E E 2.4 � 3 0,84 5 0 1 ,88 /o I I oNao O W- d Z ;400,4 N ¢� I U) Od- - - m�3Qotr Z O 2 V Q i d O + d d > O d C€ d 0 o -» �ZZ I o 514,160 IL z 7:d �Id Z Z 400.22 d 18 i = 52 250 13,075 13,075 4.0 52,300 8 10+00 10+50 11+00 11+50 12+00 ]PROPOSED SANITARY RY PROFILE e (SAN[ 10 TO SAN 1 SCALE: 1"= 50' HORIZONTAL I"= 5 ' VERTICAL From To Units Flow / Avg. Dail Flow g Y Peak q, Total D Pipe p Sloe p Length g i - --- - ------ - ----- --- - ------------ - --------- - j Velocity V y Q, Capacity q/Q d/D Invert Elev. MH MH or Area Unit Increment Total Factor Peak Flow Size Lateral @ Size Actual -..- - - - ...- - - ... -- Full Flo w --- - - SAN End of End of Sewered Upper Lower E 9 € 1000 S F � ) d �9p) d i9p) d i9p) - a --- s -... - - - - -�---- - - - \yY ) (gpd) in � ) ° o i / ) ft �) (fps) � P) -- --- -- ------ - . _._.. (fps) � p ) d �9p) cfs � ) o /o 0 /o ft c) ft c) 13 6 33 250 8,175 8,175 4.0 32,700 8" 0.50% 180.603' 1.46 s ----- --------------------------------- - i 2.28 514,160 0.80 6.36% 16% 397.70 396.80 16 15 65 250 16 25 0 16 250 4.0 65 0 0 0 81, 0.50 /° 392.260 , 1.66 408.00 2. 28 514 160 0.80 ° 12.64% ° 24% 403.35 401.39 1 � 1 4 21 2 0 5 5 350 21 '800 4.0 4 86, 00 8 0.561° ;; 1 X7,395 1',88 E E 2.4 � 4 a 4 13 6 0,84 5 0 1 ,88 /o ° 27 I° 4 01,9 ;400,4 14 7 - - - - - 21,600 4.0 86,400 8 ,1 0.50 /° 400.000 , 1.78 15 2.28 514,160 0.80 16.80% 27 % 400.22 398.22 18 17 52 250 13,075 13,075 4.0 52,300 8 /° 0.50 400.000 1.66 i 2.28 514,160 0.80 10.17% ° 21 /° 414.00 412.00 RR - _ _ 0 R 7 175 28 700 4 $ 51 10 9 .0 0.50 /0 233.922 4 160 1.46 2.28 0.80 5.58% 15/ 0 409.37 408.20 j^( pIR :: 1 1 , _ - _ .. ._.w. 45 3 181 3 ° 25 9 8 ,0 0 1 4,12 f° 3 475.917. 3 , 207.82. 4.78 6.54 - 2.28 12:28 . 23 f° ; 4 08.00. .399.44 ! I E L L :I_ � E � I I: E l4 I _l 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. i 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 - (SAN B TO SAID 10 SCALE: 111= 50 ' HORIZONTAL 111= 5' VERTICAL SANITARY LATERAL DESIGN NOTE: LATERAL. LENGTH IS FROM MAIN TO STUB. PROfPOSED SEWI RED FLOOR ELEVATION IS BASED ON LATERAL DEPTH OF 5.0" BELO9e1d FINISHED FLOOR AT FACE OF BUILDING 430 420 410 400 390 Lot E € , E E E 1 € i € E 1 E s Lateral i Inv. Of I E E ------- ---- 1 - ------- ------ -------- ----------------- i - --- - ------ - ----- --- - ------------ - --------- - j Riser - E ----------------- -- - -------- - ---- s SAN € Proposed Notes & Manhole Manhole 8 € Length Main @ Lateral @ Size Material -..- - - - ...- - - ... -- ii --- --- - -- ..... - -- --- -- ---_ --- - - SAN End of End of Sewered ------- PROP. GRADE € E 9 € Main € - a --- s -... - - - - -�---- - - - Main - EX. ADE (%) SAN i 10 -- --- -- ------ - . _._.. I I -�Y-'------ -_ --------------- - ._. ---- -------------- ------ ----- ----- ----------------------------- - ----------- -- ----------------- -.-_.---------------- � BLDG 1900 16 IEE j 8 F771 ---._:_--"-- ,�_._.�...., _ ..-_ ... ... - ------- -- -------- -------- .... -- --.....---------- { E€ ._... ------------------ ---- .._..-..----------- 1 � -1 I E ----- --- --- -----------------._.....---------------------------- ----------------------------------- 410.57 s ----- --------------------------------- - i 411.50 z O Z10 BLDG 1800 16 15 8 Upper MH E X 403.35 403.45 4" FVC ;2.08% 3I W i 408.32 ' Q 409,25 408.00 BLDG 1700 cn a + O 15 I E 35 jjEEp 403.44 �a- € 2.08% 4 4 408.09 U Ll W oho 409.00 � w E E 16 € o a p1 02 2 € tt{{E{ 1 E{( Efo €{4 4" PVC ;2.08% c E SEESEE( 4 E j II� 409.67 409,00 I 5 BLDG 1 00 16 15 8 + 0 65 4 1 401.71,2.0 402.54 4 " PVC 8 /0 6 6 409.27 410.33 411.00 ow cin O 00 I E E E i XCD 8 i _21 0 o E E R, 4 PVC C ;, ° _ 2 a� /° ;o 5 o 411,10 <10 411,50 410.00 V I F j jE `-- CD c� N ON 0 26 4 0 4 .56 00 4 1.4 0 0 4 V Q 2.08 / 0 o 9 411.05 411.50 11 0 O OO d Z O 13 OJ O�>> > � Z Zz Z D- 397.70 O� O 4 IR 0- 0$ 0 _. 14 14 412.67 dZ 413.50 13 ZZ BLDG 2200 13 6 8 Upper MH pp 12 0 39 7.70 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 PROPOSED SANITARY PROFILE - (SAN B TO SAID 10 SCALE: 111= 50 ' HORIZONTAL 111= 5' VERTICAL SANITARY LATERAL DESIGN NOTE: LATERAL. LENGTH IS FROM MAIN TO STUB. PROfPOSED SEWI RED FLOOR ELEVATION IS BASED ON LATERAL DEPTH OF 5.0" BELO9e1d FINISHED FLOOR AT FACE OF BUILDING 430 420 410 400 390 Lot Upper Lower Dia Sta. Lateral Inv. of Inv. Of Lateral Lateral LLateral 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 Lat No. Main Lower MH) Lateral Main I (%) Lateral Lateral Floor Elev. Floor Elev. BLDG 1900 16 15 8 Upper MH 154 403.35 403.45 4" PVC 2.08% 4 4 410.57 411.50 410.00 O Z10 BLDG 1800 16 15 8 Upper MH 93.. 403.35 403.45 4" FVC ;2.08% 3I 3 ; 408.32 ' Q 409,25 408.00 BLDG 1700 16 15 8 2+45 35 402.61 403.44 4" PVC 2.08% 4 4 408.09 409.00 409.00 � w BLDG 1600 16 15 8 0+815 351 401,81 402.64 4" PVC ;2.08% 6 < 6'0 4 9.20 ' 409.67 409,00 I 5 BLDG 1 00 16 15 8 + 0 65 4 1 401.71,2.0 402.54 4 " PVC 8 /0 6 6 409.27 410.33 411.00 ow BLD 300 G1 r 1� - 1 4 8 104 _21 0 ' 1 40 _a0 .8' 401- � _ R, 4 PVC C ;, ° _ 2 a� /° ;o 5 5 411,10 <10 411,50 410.00 BLDG 800 15 14 8 0 26 4 0 4 .56 00 4 1.4 0 0 4 PV C 2.08 / 0 9 9 411.05 411.50 11 0 410.00 BLDG 700 13 6 8 Upper MH P 56 397.70 397.80 4 IR PVC 0$ 0 _. 14 14 412.67 413.50 13 413. 50 BLDG 2200 13 6 8 Upper MH pp 12 0 39 7.70 3 97.8 ; 0 4 PV _ C U 8 .2.0 I° 151: 15 414.98.5 4'� 5 0 416,00 BLD 3 G 2 00 1 3 6 8 e Upper pp 95 397 .7 0 397.8 0 4 PVC 08 o ,2. /° 15 15 41 4 47 41 .00 5 .0 416 0 BLDG 1000 8 7 8 1+72 ......... 189 399.00 399.83 4" PVC ,2.08% 13 13 416.49 417.50 41.7.50 BLDG 11110 8 7 8 , „ 1 _ 56 2 1': 3 98.92 399.75 4IY I'VE' .. �) .2:08/° 1 9 ` 19 41 8 79 ' 4'9.9 _50 5 419 0 BLDG 1200 8 7 8 1+72 207 399.00 399.83 4" PVC _ ;2.08% 13 13 416.87 417.50 417.50 BLDG 900 19 10 8 Upper MH 124 410.50 410.60 4" PVC 2.08% 2 2 416.50 415.50 416.50 BLDG 2000 19 10 8 Upper.MH 124 410.50 410.60 4" PVC 2.08% - 413.25 " 413.50 413.25 BLDG 2100 19 10 8 1+16 14 410.15 410.98 4" PVC 2.08% 2 2 413.22 413.50 413.50 BLDG 500 18 17 8 Upper MH 74 414.00 414.10 4" PVC 2.08% - - 415.64 417.00 416.00 BLDG 4030 18 17 52+50 ...:: 78'' 413.25 414.08'' 4'" PVC 2,08% 3' 3 418.64 ': 419.00 417.00 BLDG 300 17 9 8 Upper MH 93 411.90 412.00 6" PVC 3.78% 6 6 421.27 421.67 416.60 BLDG 200 17 9 8 Upper MH 93 411.9€1 412.00! 6"' PVC 3.78% 6 6 421.27 421,67 416.60 REVISIONS REV DATE COMMENT O 1 7/16/15 PER COUNTY COMMENTS J LLLu F S 8/27/15 Tk DRH J Q QQa >0 G spa Sw MINOR SITE PLAN AMENDMENT1 V 4 LU LETTER OF REVISION DRH 5 1/29/16 02i>0Z aw �w Z Z < W wo m ��� a ooU)Qor 5- W Fy CID l-cn3:LLa =o � LLl Ww R LL Q = a 0 w ( LL O Q z t= a w� O Z10 0 Z > oa Z m'z°� F O J F m� Q w C0 Q U U z 0 a 0 C� � w a � ao W ua Uo Ucc ow CC a z Q Q C w o� �i � om E 0 U REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 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) A 1-800-552-7001)(MD1-800-257-7777)(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.: PS5 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SI`I'L NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA 28 BLACKWEL.L PARK LANE, SUITE 201 WARREN TON, VIRGINIA 20 186 Phone:: (540) 349-4500 Fax: (540)349-0321 www.Bohl rE in e n eerin .co g g m Of _V1 V DANIEL R. HINES 3� .p Lic. No. 043176 1129/16 G� s`r1ONA1. EE T TITLE: SANITARY PROFILES AND COMPUTATIONS TIONS SHEET NUMBER: 10A 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 FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. - ---------------------------------------------- - --- - - - - - 7/16/15 --------- -- - -- -- - - DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT I 17 =w 11/20/15 Tk DRH 5 JQ a a a > n S iz : SAN PROR GRADE n�-0 s i �oa �w E€ SAN E i LL O wan m 18 FSI w i j ��w<0Q OOraO= m FNlid I PROP. GRADE i I 3w }} I 3 (,ij H � E ♦����♦ ma a� U ?� F� W ej 0 a a J O0 a J y o 0ZYO~> i — —� SAN O z ( z ,,>Z O F _ oW= "_— - EX. GRADE m m O Q0� U U ' z -IF EX. GRADE g I — I - i SAN iT a L.._ j I �z Qa w z � o X a - a 16N W < 400.00' 8" DIP SAN 0.50°l0 z �2i O 1 = b 70 z zLL C? W a @ 1.26% Ii EE ; 33 284.67' 8" DIP S A i � N - -- - - - -- - Z1 co I ..-, 0050 = CD_ CD 'D-- doh �50% ¢C6 DIPI SAN@ I � E � I 13 .40' - 8" DIP SAN @ 0. 6% LCAC"j- `� co co co CD CD � t of - N Z CO COV ; ----.. _-- 400.)0— - 8" DI AN 0.50% Z i - N II o a.fpZZ codes l('� co <f 0 of Cn N I M (fl N �v z0 Z Z Z O d Z N� M� I s : i 3 (Y EEfE Z Z Z L2 I i -Z Z i � t. -g4 - --- - --- X X X Z Z ' m M CC 2 fy W N W p X W W W W Y � d' X W X W X CC W W X S - W N = F- X ¢ ^oV X S - ? F- � : `S = i F- F- --� '^ d' W d' W X ! CC W )-- 2 W w X LU X H M (.C`j N N t f- H F- f- + `G` N N ¢ ¢ ¢ ¢ Q No M 'S H ��. H ¢ H ¢ co i H H F- ¢ i ¢ H N O S` O CO 7 Sc H �. W p Cn M O rn ¢ � J H Q �S F ¢ �S ~ H ¢ I ¢ F- Q F- Q Q ,n o N co Sl ( cn S' m cn � _ co S' i cn - o v 'o Z o cn ¢ d E Z M - I - v Q �_ ap j o + Z Z Q n Q v( s �. - - = Z ' 6¢ o v vim II _ N Z Co iE W co (V co CV ( O a. d' O Z Z ti a, opf a. Lo a- Ll. co 0- a_ CN o7 CV Co CD d a d N p-. CO 6) 2 CN CV W W €EIS d C0 d d' Z O d V Z_ Q In 07 (D W O co a- i co � V Z d O (D W d V z 3 O Cn N Cn OJ O.. O of W N M W (N I� W IXJ d i{ CO Imo- d [n M CO Ci O CV M d N P O d O d N I.(� W N? N �_ Cn L0 p: V d Z Z Leo O�>}} + O E i.0 m0O i- O .F O o o op O .F O �OI O NO MO € O O O NOS NO O� NO O O�MO �O O O O 6� z O NO O O O—O °r z �zz z a a EL� a- � Zl a_ d a 0- 0- a_ - a �- - a - a a cc- _ a z a a a w r' a� a a° rn �CL 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+50 430 420 410 400 PROPOSED SANITARY PROFILE - (SAN 7 TO SAN 16 SCALE: 1"= 50' HORIZONTAL I"= 5 ' VERTICAL I i I 10+00 REV DATE COMMENT BY 0 7/16/15 PER COUNTY COMMENTS e 1 j SAN 2 J L- N DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT I 17 =w 11/20/15 Tk DRH 5 JQ a a a > n S iz : SAN V PROR GRADE n�-0 SAN 9 �oa �w k. LL O wan m 18 FSI w ��w<0Q OOraO= m FNlid I PROP. GRADE 3w (,ij H � W ♦����♦ ma a� U ?� W ej 0 a a J O0 a J y o 0ZYO~> — —� O z �N z ,,>Z O F _ oW= "_— - EX. GRADE m m O Q0� U U ' z -IF EX. GRADE g — a � � Rm o �z Qa w z � o X a - a W < 400.00' 8" DIP SAN 0.50°l0 z �2i O 1 = b 70 z zLL C? W a @ 1.26% Ii 284.67' 8" DIP S A � N - Z1 co 0 ..-, 0050 = CD_ CD 'D-- doh Lu ¢C6 LCAC"j- `� co co co CD CD � t of - N Z CO COV Z O Z - N II o a.fpZZ codes l('� co <f N w V j fid- azo Lr) of Cn N M (fl N �v z0 Z Z Z O d Z N� M� WvT (Y Z Z Z L2 D-Z -Z Z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PROPOSED SANITARY RY PROFILE a (SAN 9 TO SAN 18) SCALE: 1"= 50' HORIZONTAL 1"= 5' VFRTICAI 15+50 16+100 16+50 17+00 430 420 410 400 430 420 410 400 390 REVISIONS REV DATE COMMENT BY 0 7/16/15 PER COUNTY COMMENTS DRH 2 J L- N DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH =w 11/20/15 Tk DRH 5 JQ a a a > n S iz DRH V n�-0 �oa �w k. LL O wan m FSI w ��w<0Q OOraO= m FNlid 5� s0 3w (,ij H � W ♦����♦ ma a� U ?� W ej 0 a a J O0 a J y o 0ZYO~> O z �N z ,,>Z O F _ oW= QOJ� m Z a Z m m O Q0� U U ' z g a � � Rm o �z Qa w � o CO a - a z �2i = b z zLL C? W REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 1 AMENDMENT II DRH k. 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)(MID1-800-257-7777)(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.: PS5 PROJECT: FINAL SITE PLAN FOR 5' REET STATION OVERALL PHASE ASE 11 LOICATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA I 111 7011" v m M. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 www.BohferEngineering.com pLTH pF` rt V DANIEL R. HINES Y .� Lic. No. 043176 1/29/16 ��`rjONA1. SHEET TITLE: �SANITARY PROFILES SHEET NUMBER: 10 BD 430 420 410 400 430 • i ( s STM € STM E I ! 1-62 A42 PROP.GRADE ; PROR GRADE i ST IM _-__--- - _.... - RCP @ A47 1 �3 (D E EX. GRADE CO o Oco^ F -i 81. 0'-15"RCP 500.4 3 PROR GRADE O 7 420 - - -- - -- ... ----- - - _------ - -.. - - -- ------- __-E _—---- - . E EEE c?j�� - E -- — ' - - ...- -..................__... -........... 61.61 - p + Z E o= o h o o f � O n COO 15" RCP 15" 15" RC O 2 ('-J 6) �- V I 0 2oD O CJ cD r J co V @ 0.46% l 410 --------- -.._ ._-_ - -- - --------- --- ------ _---- _----- _ _------ ---------- ----------- -------- /JW0OOc o c� I - �i Em z o cD ° X o w a 125 c i i (, S ccoo�N-t zw MSV co a v 0 i 024/0 I— XNLL ' uD f Wvo 400 - _..._..._ ----- _---------------------------------- _ _ ---......_..._. i m oz o i S N I � f~ d' 12 3. 6 0 1 5" i ¢ ¢ J p 2w a J fr j vF- V 0 ZoL z>FL 1 io n X ch + Ci co M V II N C' W n Oa_ cL w O d m O I I E E O > + O > o CO > i i a- z �z cD¢Q�UU 430 NOTES: 1. STANDARD STEPS (ST -1) WILL BE REQUIRED ON ALL STORM STRUCTURES WITH A DEPTH OF 4' OR GREATER, AND SAFETY SLABS (SL -1) WILL BE REQUIRED ON ALL STORM STRUCTURES WITH A DEPTH OF 12' OR GREATER IN ACCORDANCE WITH THE 2008 ROAD AND BRIDGE STANDARDS. 2. ALL INLETS SHALL HAVE INLET SHAPING SEE SHEET 24A FOR DETAIL. 420 410 400 PROPOSED STORM PROFILE e (A-42 TO A-47 SCALE: 1"= 50 ' HORIZONTAL 1"= 5' VERTICAL - - -- 430 STM .- _.---------- ! A-26 -- - - -- STM i i EX. GRADE A-41 i 1-62 STM PROP.GRADE A-44 PROR GRADE i 19.00' - 15" RCP @ 8.18% j i I i 15" RCP �3 (D E 0 S 85 c J m r � CO o Oco^ F -i 81. 0'-15"RCP 500.4 3 i O 7 O VO Q O S N� co V c?j�� 42'- '59. 59. I O p + Z E o= o h o o f � O n COO CD Cl�O CL 15" 15" RC O 2 ('-J 6) �- V I 0 2oD O CJ cD r J co V Rcom V cD SIO' cD iII $` O w odzZz @ 1.4 3 /JW0OOc o a Z z z z - �i Em o cD ° G o w a 125 ! i (, S ccoo�N-t zw MSV i 024/0 I— XNLL ' uD f Wvo RCP @ 2 ' i m oz i w 12 3. 6 0 1 5" i ¢ ¢ J p 2w a J Lu j f i 53.4511- 0 ZoL z>FL 1 J s m>zLu 0 15" RCP �J' n Oa_ cL w i - T I E E Q O mO=Lu �� i i cD¢Q�UU 107.33'- 24"'GMP @ 0.84% i ---- _ -XQOOz_ -N�--__��CS.O_+O _COC_� ¢co a 575,,'Id L/ c 15P w� i @ 1.44% i 2 i i 3 i i i 1 M kti - - - - r m .J" _Stee6. zUJ- i • ------'---'_'-_ o X52.__..._.... _. �y�._............_...._--_---_--------^--------------___.._._...__ co M in O c+2 0 S N ---_-e.._.-'-____._......._....._�.._..._ - Lu .•'n N et 7 VN l_ f o. o •' - 40 co O �d- NN oo HolN�o a :O ����g - O O O O O UJ O �- - :co O� CCJ t(J O f` O. zzZZ Do- Z N U Z z W O 0 0 0 S O N �� I I S cD CN N V i V 10+00 10+50 11+00 11+50 PROPOSED STORM PROFILE e (A-26 TO A-44 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL GENERAL NOTE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIOfJS Oft APPLICABLE CGDES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN NIRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR 70 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 i 420 410 400 420 410 400 390 420 410 400 ---------------------- --- ... - --- - : i I .- _.---------- ! I STM S 3 1-63 i i STM i 1-62 i PROP.GRADE 3 EX. GRADE i 19.00' - 15" RCP @ 8.18% j i I i 15" RCP �3 (D E 0 S 85 c J m r � CO o Oco^ F -i - v cog �_ 3 i O 7 O VO Q O S N� co V c?j�� m I O p + Z E o= o h o o f � O n COO CD Cl�O CL PROP. GFADE O 2 ('-J 6) �- V I 0 2oD O CJ cD r J co V 420 420 410 410 400 400 390 PROPOSED STORM PIROPILE e Q1-62 TO 1-63 SCALE: 1"= 50' HORIZONTAL 1"= 5' VERTICAL 10+00 10+50 11+00 11+50 PROPOSED STORM PROFILE e (1-25 TO 1-31 SCALE: V= 50 ' HORIZONTAL 1 "= 5 ' VERTICAL 420 430 410 420 400 410 390 400 t i � E € I i i I 3 I i EX. GRADE; i S STM i i STM 3 i STM STM i 125 i 130 131 3 PROR GRADE i i I i I 128 3 l6.04'- 3 3 15" RCP STM i @ 3.12% 0 S 85 c J m r � — --- i I w �i I-27 3 i I a i i _ i o I - ^ O m o =�oLom s co m -_ - V V d0' F— # i m I O p + Z E o= o h o o f � O n COO W O PROP. GFADE O 2 ('-J 6) �- V I 0 2oD O CJ cD r J co V Rcom V cD SIO' cD iII $` O w odzZz p 0- o a Z z z z - �i Em o cD ° 10+00 10+50 11+00 11+50 PROPOSED STORM PROFILE e (1-25 TO 1-31 SCALE: V= 50 ' HORIZONTAL 1 "= 5 ' VERTICAL 420 430 410 420 400 410 390 400 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 PROPOSED STORM PROFILE e (VAULT B TO_l SCALE: V= 50 ' HORIZONTAL 1"= 5' VERTICAL � 1 t i � E € 33 1 : i i 3 I 3 i i i EX. GRADE i i S STM i i 32 i J @ 8.23% STM ----- 128 i PROPvGRADE i 3 3 !3 i @ 179% STM 125 64' � 15' RCP 0 S 85 c J m r � — --- i I w �i I-27 3 (O (D I =�oLom s EX. GRADE II V V d0' F— # i m I a y-00 I i i E STM CD ; � E PROP. GFADE co iV' CSI --_ `--- Rcom S N _.......... i c? `r V 126 H' I �w_ o n vzzzC) H - �i STM v o cD ° G o w a 125 ! i (, S ccoo�N-t 3 MSV i 024/0 I— o �`vzzz�p ' uD f Wvo RCP @ 2 ' i m oz i w 12 3. 6 0 1 5" i ¢ ¢ J p 2w a J i j f i 53.4511- 0 ZoL z>FL 1 s m>zLu 0 15" RCP �J' F O J F w i - T I E E Q O mO=Lu i VAULT B E i i cD¢Q�UU zz 107.33'- 24"'GMP @ 0.84% i i a 575,,'Id L/ c 15P w� i @ 1.44% i 2 i i 3 i i i 1 M kti i '.................._...._.._....__................_.__._ ...................}. i • ------'---'_'-_ O .9�_.---__........-..._........? --'---_- O 0 i • . .... _ .._....._-_-------- Cid^ N .cat X52.__..._.... _. �y�._............_...._--_---_--------^--------------___.._._...__ co M in 0 S N ---_-e.._.-'-____._......._....._�.._..._ - .•'n N et cba.` l_ f o. o ioCo i? ^ o�-` z moo O 0 `2��'tn � = :O ����g - O O O O O UJ O s - O M N O O - :co O� CCJ t(J O f` O. N U W O 0 0 0 S O N �� I I S cD CN N V i V P c? iM s` V' W CD V M Z_ Z_ Z Z p (L d- Z O O c0 d Z_ Z Z O M Q_ rN� N M a �z Z Z a �Z Z ZiZ d �Z 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 PROPOSED STORM PROFILE e (VAULT B TO_l SCALE: V= 50 ' HORIZONTAL 1"= 5' VERTICAL � 1 t i � E € 33 1 : i i 3 I 3 i i i EX. GRADE i i S RADE 16.04'- 32 i J @ 8.23% STM ----- 1-27 PROPvGRADE i 3 i i i !3 i @ 179% N 125 64' � 15' RCP 0 S 85 c J m r � — --- -I 3 � E € 3 :j 3 ' = o — � - t O O O M v (O (D I =�oLom s i II V V d0' F— # 3 3 i I I O I a y-00 I i i ��» CD ; � E ��zzZZ Q co iV' CSI --_ `--- Rcom S N _.......... i c? `r V ^ � H' I �w_ o n vzzzC) H - �i &�»» v o cD ° G o w a toLn O I` I O N ! i (, S ccoo�N-t 3 MSV It co I— o �`vzzz�p ' uD f Wvo �> > > > ' �> m oz w ♦ ¢ ¢ J p 2w a J N V 10+00 10+50 11+00 11+50 PROPOSED STORM PROFILE e (1-27 TO 1-32) SCALE: V= 50 ' HORIZONTAL 1"= 5' VERTICAL 430 420 420 410 410 400 400 390 3 j i STM STM 133 130 EX. GRAD ; i BY PROP. GRADE; i RADE 16.04'- i 525451"""," 5.45' - i i J @ 8.23% --------- ----- @ 2.16% i i —.._._L._ I I 1 T�.�—•------- - i ' i 3 i O i i i S O N ._ C[ co W O 0 S 85 c J m r � 0 o = o = o p O O O M v (O (D o =�oLom s =�0�1-v II V V d0' F— # cG u I— F- O 'S' qc) a y-00 ��»»v ��» ��zzZZ Q w0�wJO Rcom 420 410 400 390 420 410 400 390 420 410 400 390 EX. GRI DE STM STM DATE 125 129 BY PROP. RADE 16.04'- DRH 15" RCP J @ 8.23% DRH 0 0 O v N N m 0 0 11/20/15 S O N p +4ID 4 O— O C[ co W O 0 S 85 c J m r � H N A O O O O il —co w V 0o_�zzzzC) - �� o�> > > > > + miO> a�zzzzz adz >zw= o� ucl 10+00 10+50 420 410 400 390 REVISIONS REV DATE COMMENT BY O 7116/15 PER COUNTY COMMENTS DRH 2 J sLL DRH 3 10/1115 MINOR SITE PLAN AMENDMENT1 Lu 0 0 11/20/15 Tt, DRH 5 a- > o-Elfw� ¢w DRH V O = N KW >zw= o� ucl Z�zzz¢w oo tCJ lt7 O N r- 1- O w0�wJO Rcom S c? `r V H' I �w_ o n vzzzC) H - �i &�»» w O = O o z0 ti a�zZZZ c' D G w a �w w� w o 2 ¢ z a of } m oz w ♦ ¢ ¢ J p 2w a J N V 0 ZoL z>FL oaww m>zLu 0 �J' F O J F w FI Q O mO=Lu mN om cD¢Q�UU zz 0 a L/ c w� , M kti MO W cba.` 0 f o. o �4 <z ow P u o LL z REVISIONS REV DATE COMMENT BY 1 7116/15 PER COUNTY COMMENTS DRH 2 8!27115 FOR APPROVAL DRH 3 10/1115 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29116 AMENDMENT II DRH 0 H U 04 O = N Lr Lr) 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) PROPOSED STORM PROFILE e (1-25 TO 1-29) APPROVED FOR SCALE: 1"= 50' HORIZONTAL CONSTRUCTION 1"= 5' VERTICAL PROJECT No V122001 430 420 410 400 430 420 410 400 10+00 10+50 11+00 10+00 10+50 PROPOSED STORM PROFILE - (1-30 TO 1-331 PROPOSED STORM[ PROFILE a (1-27 TO 1-35 SCALE: V= 50 ' HORIZONTAL SCALE: 1"= 50 ' HORIZONTAL 1"= 5' VERTICAL 1"= 5' VERTICAL PROJ FINAL SITE PLAT FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWEL.L PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:: (540) 349-4500 Fax: (540)349-0321 www. BofferEngineering.com ��pLTH pF b r" ✓ e DANIEL R. HINES y .� Lic. No. 043176 'AOS 1/29/16 o 4NA1. SHEET TITLE: STORM PROFILES SHEET NUMBER: 11F : 1 -------- --_.........___ i E 3 ____. � i EX. GRADE STM 3 135 DATE: I_ STM PROF.GRADE 1-27 -- - E r32CP 3 @ 2.94% j 3 — ------------ -- - i z 0 H U 04 O = N Lr Lr) O tCJ lt7 O N r- 1- O SCJ (j Oc) S c? `r V H' I p 07 o n vzzzC) O &�»» ��> a�zZZZ c' D 430 420 410 400 10+00 10+50 11+00 10+00 10+50 PROPOSED STORM PROFILE - (1-30 TO 1-331 PROPOSED STORM[ PROFILE a (1-27 TO 1-35 SCALE: V= 50 ' HORIZONTAL SCALE: 1"= 50 ' HORIZONTAL 1"= 5' VERTICAL 1"= 5' VERTICAL PROJ FINAL SITE PLAT FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWEL.L PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:: (540) 349-4500 Fax: (540)349-0321 www. BofferEngineering.com ��pLTH pF b r" ✓ e DANIEL R. HINES y .� Lic. No. 043176 'AOS 1/29/16 o 4NA1. SHEET TITLE: STORM PROFILES SHEET NUMBER: 11F DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: AS NOTED CAD I.D.: PD5 430 420 410 400 10+00 10+50 11+00 10+00 10+50 PROPOSED STORM PROFILE - (1-30 TO 1-331 PROPOSED STORM[ PROFILE a (1-27 TO 1-35 SCALE: V= 50 ' HORIZONTAL SCALE: 1"= 50 ' HORIZONTAL 1"= 5' VERTICAL 1"= 5' VERTICAL PROJ FINAL SITE PLAT FOR 5TH STREET STATION OVERALL PHASE 11 LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA BOHLER ENGINEERING 28 BLACKWEL.L PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:: (540) 349-4500 Fax: (540)349-0321 www. BofferEngineering.com ��pLTH pF b r" ✓ e DANIEL R. HINES y .� Lic. No. 043176 'AOS 1/29/16 o 4NA1. SHEET TITLE: STORM PROFILES SHEET NUMBER: 11F I I r- W k A k - INLET SHAPING (BY OTHERS) [DESIGNATION L ,e- CURB (8Y OTHERS) TREEGRATE OUTLET CITY & SIZE PIPE PLAN SDR -35 POOUPLINL VIEW IVIL�/ CAST INTO PRECAST BO}{ WALL (1) 3x3 4" SDR -35 PVC (OUTLET PIPE LOCATION VARIES) CLEANOUT PLANT AS SUPPLIED COVER BY AMERICAST GALVANIZED TREE FRAME As GRATE CAST IN (NOT SHOWN ANGLE NOSING CAST IN FOP SLAB TOP SLAB FOR cLARI TY) TOP SLAB CURB AND GUTTER (BY OTHERS) INTERLOCKING JOINT : T (EYP) (1), 4x4 6" SDR 35 PVC 12 x 4 12'-0!' 4,-0" (2) 3x3 4" SDR 35 PVC; STREET CF F.- vDOWEL 6,-0" 6,O BARS 13 X 7 ------------------------ 1.3"-o" 7.-0" 12" O,C' > ..». c, FVC ,-..,,,.».M1...,�........................ 1 J"r" S5" RCIP 12 x 4 12 -0'° 4--0- A, R, C, 0 a" SDR -35 PVC FILTER MEDIA PROVIDED 12'-C3., 6._O" A., 6, C, 0 B" SSR -35 PVA BY AMERICAST e$xF 4 -01" " 0" F'vL, ----- 2.45 ' 15-'R T, S 13"'Y ri �. t fii PERFORATE€? MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEMA - ' BY AMERICAST UNDERDRAIN STONE PROVIDED BY A•MERICAST D -24A SECTION A -A [DESIGNATION L W TREEGRATE OUTLET CITY & SIZE PIPE 6 x 4 B'-0" 4'-0" (1) 3x3 4" SDR -35 PVC 8 x 4 .-. 8 0 .' 4 0 " 1 ' 3x3 4" SOR-35 PVC , () x 6 8 0 6 G (, 4 SDR -35 4x4 - ) 35 PvC E 10 x 6 10'_0'; 6' G"' (1), 4x4 6" SDR 35 PVC 12 x 4 12'-0!' 4,-0" (2) 3x3 4" SDR 35 PVC; 1 2 x 6 1,2 ii 6,-0" 6,O ( 2}.4x4 6" SDR 35 PVC _ 13 X 7 ------------------------ 1.3"-o" 7.-0" _ (2) 4x4 6" SDR -35 PVC m}Virr J« N3 y.3wn- r DRAWING IN `a IfFILE FORMAT. TH Rf7AT FROMi. TE§2RA BY WRITTEN At1 N FROM SJ K3 DME: 09-04-07 DWG: FTNW-3' D PRECAST FILTERRAS UNIT fill T CONFIGURATION INARROW WIDTH ICSNFIG16 erra" US PAT 6;277,274 :COWXMC 2007 by:Ameai=t AND 6,569,.321 Tal .1 herr 1`.,Qujak81zjD bible (M1�i-A'L-r1t Rft�ri v03�, N atesx . '1- r All boxes are a standard 3.5 feet depth (INV to TC') 1 A, standard SDR -35 PVC pipe 0oupling is cast intra the wait for easy tonneclion to discharge drain 3. 1"3ar?'I:ensions Shown are internal. Please add V to each external (using 81' walls) 4 In line with TR,55 € Ala, for Conunerraal Deveto ments a mhirnuom (runcd coefficient) C tactor of € .85Is rect"rallrne-nded., For. Residential Develo rraents, use of C factors Idss than 0.5 ret wire €n&vidual sift ravievv by F$lerra. 5. Please ask for Sizing Tables for.other t>atget treatin. ent gbals, e.g. 0;3 IIS/hr' 6. This suing table. Is valid fOr VA (tpealin 9f#% of nqual runoff) anfl typical for the IAd-Aflal^vc region GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NO HFY 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 R JI I CONFORMANCE WITH LOCAL REGULATIONS AND CODES 6111 [-W ---------------------- INLET -- --- - - -- € I T i I INLET SHAPING A i A (BY OTHERS) !G # T 5DR--35 PVC COUPLING' I CAST 9N" -Q PRECAST BOX t { WALL BY AMERICAST (OUTLET # I PIPE LOCATION VARIES) t e I € II' L-" ----------- �_ CURB (BY OTHERS) PLAN _VIEW TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED. CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FGR GLAR;iY) TOP SLAB CURB AND GUTTER INTERLOCKING � � � (BY OTHERS) JOINT (TYP) 1 STREET - `�a «F DOWEL BARS C 12" O.G: UNDERDRAIN STONE PROVIDED BY AMERICAST _ � PERFORATED' raz UNDERDRAIN ER N SYSTEM MULCH PROF#I?tf3 8Y AMERICAST 8Y AMERICAST FILTER MEDIA PROVIDED BY AMERICAST ' SECTIQN A A DESIGNATION L W TREE GRATE OUTLET 10AX 5 i�t`S MAX )EI`I"LET (LENOW x diCtt I QTY & SIZE. PIPE lit SIZE 61-Q" 6"-0.; (1) 3x3 4" SDR -35 PVC DRAWING ALAI IN TSF FILE FORMAT, BY AUTHORIZATION FILTERR AVAILABLE WRITTEN HGRIZA FROM A DATE: 07-07-016 DWG: FTST-2 - I E� � T FILTERRAO UNIT STANDARD CNFI 3USTI 'N CrspYrlg,"ta[ ^ 20f"7 by Amawa. US PAT: 569,3274 o. AND 6,�93-71 OVERALL LEt,413Ts# - ...-- ' r" -- --- FIE_TERRA q EP, T i --.. r j 3� 11Pii 3j L INLET OPEMNG FLAN 10EW TREE GRATE AQCE S MA'W- "i E ` TERRAFLUN),E AND FPMAE �'} #J PAS C ..EANOI i 'NEIi TRAY 'LL I #PI °.°•J'lEE 1t.SN :T# r d�� S 1. v 7. OUTLET PfP,--- #.. 't In fij,E R I+alhkF�uEw I-JEDIA I NTjERD.RAiP UNI' TO BESET PLU11AS AND LEVEL. D,SI :NAT10N A/rR LL INLET MAXRYP:� S 10AX 5 i�t`S MAX )EI`I"LET (LENOW x diCtt I ;LE11.sT€I y i1'<1;31'H) 0Ptl_`, NG, lit SIZE FLOW (CF -)I f IP E _7F 4 EX4, 4'-0« 6- PV4 0.B6° 15" Rr.>' Y € 6e4, Ex4 4z -f_ -I': $t" PVC , -� s ,. Rcp j., 4 1 Oh<ya FLOWSPLITTER MANHOLE DETAIL A, 8"C' D 15 RCP i�M.w FTIB-C '...; ^ ..6 y, Pic' 1,157 FICP ,. ' 8x5 ACff .,,,-....... 1 0" ..». c, FVC ,-..,,,.».M1...,�........................ 1 J"r" S5" RCIP 12 x 4 12 -0'° 4--0- A, R, C, 0 a" SDR -35 PVC 12 x 6 12'-C3., 6._O" A., 6, C, 0 B" SSR -35 PVA 12x5.;; e$xF 4 -01" " 0" F'vL, ----- 2.45 ' 15-'R T, S 13"'Y ri �. t fii TMH } :tu P- , CIP y ---------------- A `, t I ( COUPLING LOGA+T#ON -d ! ',I.. -T---------------------- ELAN VIEW TREE FRAME & GRATE CLEANOUT COVER SPLASH CAST IN TOP SLAS CAST IN TCP SLAIN SLOCK PVC PIPE (B'1''' PLANT A5 SU'PPIJED BY CONTECH CONTRACTOR) � (NOT' SHOWN FFR CLARITY) . - 81 PW eL ca ' ENGINEERED. MEDIA + PROVIDED BY ;r > CONTECH 1 " - z a 4- - MULCH PROVIDED BY CONTECH PVC PIPE _ PERFORATED UNDERDRAIN BY GONTECH (BY oNrRAOTO UNDERDRAIN STONE PROVIDED BY CONTECH 5EQTION A -A DESIGNATION ------------------ L W INLET OUTLET I MANHOLE MANHOLE Structure LOCATIONS PIPE 6 x 4 WEIR (SEE TABLE OUTGOING PIPE A. S, 0� D 8" SDR --35 PVC 6 x 6 6_0* 6°-Q", A! B. C, D 8" SDR -35 PVC 8 x 4 CONTINUATION) FLOWSPLITTER MANHOLE DETAIL A, 8"C' D 8." SR -5 PVC 8 X 6 FTIB-C 6'-0r A, % C, D 8" SDR -35 PVC Iii x 6 IV_a!, 6--O" k B, C. D $" SOR- 5 PVC 12 x 4 12 -0'° 4--0- A, R, C, 0 a" SDR -35 PVC 12 x 6 12'-C3., 6._O" A., 6, C, 0 B" SSR -35 PVA 13 x 7 13#-0*' 7°-0"* Af Bf C, D 8" SI R-35 PVC INTERNAL APING: MAY VARY DEPENPING UPON #NFLUW LOCATION SIZEIS SHaiM ARE FOR THE MID ATtRs1TC AND MAY VARY ACROSS THE COUNTRY � C PLAN T EPRECAST T FILTERRAUNIT" EAIG EIEItI O SOLUTIO NS LLC INTERNAL BYPASS - PIPE www.ogntachr=S,garn STANDARD 8" �n� Poirrte Or,, SlAs 40CI, West G1: r, OHI 454&9 '.-4t22. 513-645.7ij49 :.S'E3-1 15-7998 F,A.:K :DATE:lq-17-14 I SCALE:t GNEh PRODUCTTgac FTIBPA DRAVIVTd BY: 510.. G� 1: EE I { " J I' LFSS1 A.I F! .� IY.I3T#3 I , FILTERRA INTERNAL BYPASS CURB' WITH JUNCTION CHAMBER OUTGOING PIPE TO SANDFILTER (SEE TABLE FOR CONTINUATION) LOWSPLITTER WEIR ELEV (SEE TABLE) INCOMING PIPE TO FLOWSPLITTER MANHOLE BYPASS PIPE (SEE PROFILE FOR CONTINUATION) FLOWSPLITTER MANHOLE SECTION NOT TO SCALE I INCOMING PIPE TO 60" I.D. 1 FLOWSPLITTER FLOWSPLITTER ' I MANHOLE MANHOLE Structure (Ac.) LOWSPLITTER (ft,) WEIR (SEE TABLE OUTGOING PIPE FOR TOP ELEV) TO SANDFILTER 0 47 (SEE TABLE FOR BYPASS PIPE CONTINUATION) l (SEE PROFILE FOR _ 415.32 CONTINUATION) FLOWSPLITTER MANHOLE DETAIL NOT TO SCALE PRE-TREATMENT L N 2'-0 INFLOW PIPE ._., ID CMP (SAND FILTER FLE LEANOUT FILTER - r �2" WASHED-, L FABRIC 3'-0" GRAVEL SAND FILTER BED yi -CLEARWELL DEWATERING VALVE c I L24" SAND x-12" WASHED \-2' GRAVEL ILTER GRAVEL SUBBASE UTFALL PIPE FABRIC "PERFORATED PVC NOTES: j PIPE W/ CLEANOUTS �D 1. SEE DETAILS PROVIDED BY THE TYPICAL SA FILTER DETAIL MANUFACTURER FOR SPECIFIC MATERIALS AND DIMENSIONS. SCALE: 1"=10' F IL°]CER-RIN-A SUMMAIRNY TAB3L E D -13A _ D.A. C Dimensions Inlet Type Invert Structure (Ac.) Value (ft,) ripening FTIB-C Out D-150.47_ 0 47 0 85 12 x 6 (ft.) FTIB C _ 415.32 A-44 0.56 0.85 12 x 6 8 FTIB-C 415.25 A-47 0.23 0.85 8 x 4 4 FTIB-C 417.83 D-9 0.74 0.85 13 x 7 8 FTIB-C 414.74 D -13A _ 0.74 0.85 _ 13x 7 8 Standard FT 419.00 D-14 0.26 0.8 5 8 x 4 4 FTIB-C _ 417.00 D-150.47_ 0 47 0 85 12 x 6 8 FTIB C _ 415.32 DI -18 0.55 0.85 12x6 8' FTI 413M D-19 0.16 0.85 x4 4 ,-C n_ FTIB-C H 415.50. D-21 0.27 0,85 6 x 6 4 FTIB-C 417.20 D-22 0.46 0.85 10 x 6 8 FTIB-C 416.50 D -23A 0.56 0.85 12 x 6 8 Standard FT 419.64 D -24A 0.42 0.85 10 x 6 8 Standard FT 415.57 D-30 B 0.74 1 0.85 13 x 7 8 FTI B -C D-33 0.25 0.85 8 x 4 8 FTIB-C D-36 0.55 0.85 12 x 6 8 FTIB-C 1-16A 0.26 0.85 8 x 4 4 Standard FT 1-16B 0.21 0.85 8 x 4 4 Standard FT 1-20 0.32 0.85 8 x 6 4 FTIB-C 418.80 413.85 41 _5 01 REVISIONS REV DATE COMMENT U_ 0 s 7/16115 rk DRH 2 L a Qac s ogo 5w DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 o>zw= C 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH F�j� Z Area CHECKED BY: DRH 412.00 Structure DATE: 02/20/15 408.00 SF -6 wOJW am 404.80 15" 13.69 CAD I.D.: STS Al n qn C'SW�2a =N (ft.) W (ft.) � (ft.) OO1QO= m�rn's�a s0 404.20 411.70 O SF -6 CISTERN 3w 404.10 15" 10.00 1.00% 3 8 60 1-37A LL a a= 406.75 W Ca�O � � a zo ¢� SF -7 r- 8 59 X 8 w Q U 400.00 O } 3 5< o SF -7 1-36 400.00 35 399.90 " 15" 6.50 z x 8 Oz0z> z F- z<OO ow w o� SF -8 410.10 1.21 410.00 �mzLu az m= 0.90% 3 SF -8 Q U U z 8 413.90 409.30 Sand Filter 10 1.24 1.24 406.00 413.50 SF -8 1-17 �W 8 405.00 15" 13.30 7.52% 1< Sand Filter 11 Fes. z D -27A SF -9 414.00 6g. 413.90 15" 7.19 1.39% 58 x SF -9 418.15 411,40 Sand Filter 12 1.08 ¢ v, 10 409.30 416.80 3 SF -9 D- 26 4 9.30 0 8 09. ' 4 20 LLQ 15. Of} ', 2,00% ; 1.05 �a 11 D -30A SF -10 416.00 3 415.90 15" 6.92 1.45% 403.70 401.25 SF -10 8.98...:.. 8.98 409.30 416.80 SF -10 D-29 409.30 409.00 15" 35.69 0.84% D-32 SF -11 417.25 417.15 C om 1.25% SF -11 411.40 418.90 SIF -11 D-31 411.40 i iof 01 REVISIONS REV DATE COMMENT BY 1 7/16115 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH Area Area CHECKED BY: DRH 412.00 Structure DATE: 02/20/15 408.00 SF -6 406.50 SCALE: AS NOTED 404.80 15" 13.69 CAD I.D.: STS Al n qn 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)(MID1-800-257-7777)(DE 1-800-282-8555) 7.4 0.74 0.85 408.00 8 FTIB-C APPROVED FOR 405.60 0.25 0.85J- CONSTRUCTION 408.00 FTIB-C 410.37 1-42 0.72 412.255 13 x 7 8 PROJECT No.: V122001 412.30 Total DRAWN BY: JLP/CBC Area Area CHECKED BY: DRH 412.00 Structure DATE: 02/20/15 408.00 SF -6 406.50 SCALE: AS NOTED 404.80 15" 13.69 CAD I.D.: STS Al n qn (Ac.) SF -6 (ft.) 1-31 0.74 0.85 13 x 7 8 FTIB-C 410.50 1-41 0.25 0.85J- 8 x 4 4 1 FTIB-C 410.37 1-42 0.72 0.85 13 x 7 8 FTIB-C 409.20 -51 { 0.27 1 0.85 I 6 x 6 4 { FTIB-C Total 15.95 FILeTEIR PIPE DESIGN 407.50 Sand Structure Invert SAND FIS TEIRI Pipe Vault Weir Elev Filter Upper Lower Upper Lower Dia Length Slope Bottom at Upper ID Total Area Area Treatment Structure 1-33 SF -6 406.50 404.80 15" 13.69 12.42% (Ac.) (Ac.) SF -6 (ft.) (ft.) (ft.) (ft.) (ft.) 404.20 411.70 SF -6 CISTERN 404.20 404.10 15" 10.00 1.00% 3 8 60 1-37A SF -7 407.00 404.20 406.75 15" 10.75 2.33% 11 SF -7 3 8 59 X 8 406.75 400.00 400.00 407.50 0.9210 SF -7 1-36 400.00 35 399.90 " 15" 6.50 1.54% x 8 410.00 1-18 SF -8 410.10 1.21 410.00 15" 11.07 0.90% 3 SF -8 62 X 8 413.90 409.30 Sand Filter 10 1.24 1.24 406.00 413.50 SF -8 1-17 406.00 8 405.00 15" 13.30 7.52% 409.30 Sand Filter 11 1,14 D -27A SF -9 414.00 413.90 15" 7.19 1.39% 58 x SF -9 418.15 411,40 Sand Filter 12 1.08 1.08 10 409.30 416.80 3 SF -9 D- 26 4 9.30 0 8 09. ' 4 20 1 5 15. Of} ', 2,00% ; 1.05 11 D -30A SF -10 416.00 3 415.90 15" 6.92 1.45% 403.70 401.25 SF -10 8.98...:.. 8.98 409.30 416.80 SF -10 D-29 409.30 409.00 15" 35.69 0.84% D-32 SF -11 417.25 417.15 15" 8.00 1.25% SF -11 411.40 418.90 SIF -11 D-31 411.40 411.25 15f" 8.00 1.87% 1-43 SF -12 407.65 407.55 15" 7.50 1.33% SF -12 400.80 408.30 SF -12 1-38 400 80 40070 15" 6.50 1.54% 1-26 SF -13 403.80 403.70 15" 8.60 1.16% SF -13 401.25 408.75 SF -1 3 1 1-25 401;25 401.10 ! 15" 11,60 1.29% PROJECT: FINAL SITE PLAT FOR 5TH STREET STATION OVERALL., CHASE 11 LOCATION OF 3I1TE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 DETAILS AND COMPUTATIONS SHEET NUMBER: 11G SAND FIS TEIRI SlCJIMMAJI�Y TALE Drainage Impervious Pre Sand Filter Clearwell Diameter Total Total Area Area Treatment Bed Pipe Length Width Inv. In Inv, Out (Ac.) (Ac.) (ft.) (ft.) (ft.) (ft.) (ft.) (ft.) Sand Filter 6 1.18 1.18 12 45 3 8 60 x 8 409.00 404.20 Sand Filter 7 1.16 1.18 11 45 3 8 59 X 8 406.75 400.00 Sand Filter 80.92 0.9210 35 3 8 48 x 8 410.00 406.00 Sand Filter 9 1.21 1.21 13 46 3 8 62 X 8 413.90 409.30 Sand Filter 10 1.24 1.24 12 48 3 8 63 x 8 415.90 409.30 Sand Filter 11 1,14 1,14 11 44 3 8 58 x 8 418.15 411,40 Sand Filter 12 1.08 1.08 10 42 3 8 55 x 8 407.55 400.80 Sand Filter 13 1.05 1.05 11 40 3 8 54 x 8 403.70 401.25 Total . 8.98...:.. 8.98 PROJECT: FINAL SITE PLAT FOR 5TH STREET STATION OVERALL., CHASE 11 LOCATION OF 3I1TE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVIILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 DETAILS AND COMPUTATIONS SHEET NUMBER: 11G 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 SPECIFICAT{ONS 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. i STORM ORIS[ SEWER COMPUTATIONS STRUCTURE DRAINAGE RUN-OFFINLET .SCA" 0.14 RAIN RUNOFF INVERT LENGTH SLOPE MANNING'S "n" DIAMETER CAPACITY VELOCITY FLOW REMARKS ELEVATIONS 4.13 -8.14 AREA (ACRES) COEF. D-11 TIME FALL "Q" 0.74 5.07 VALUE 4.94 413.60 412.85 TIME 0.0196 0.013 15 9.04 4.69 1.94 1-40 - D 18 D-17 0`_55 0.85 0,47 From To "A" "C" Increment Accumulated Min. In./Hr. C.F.S. Upper End Lower End Feet Feet/Feet I I Inches C.F.S. F.P.S. Seconds 0.40 - D 23 - D 13 0.56 0.85 0.48 0.48 5.00 6.70 3.19 419.29 418.00 132.10 0.0098 1111 0.013 15 6.38 5.20 25.43 0.05 11 b-1 3 b-1 2 0.74 0.85 0.63 1.33 5.42 6.60 8.75 415.75 414.60 108.57 0.0106 0 0 13 18 1 .8 0 0 6.8 0 15.96 1.03 -„ 1 D 2 03.::11 --1111 0.00 0.00 0,00 1.72 5.69 6.53 11.22 41.4.10 412 30 105.63 0.0170 0.013 24 29,54 8.69 12.16 0.00 :` 11 ` _ D 11 � D ,34 0>38 0.85 0.32 I -111' 3. 8_ 4 5.89 6.49 r 22.5,E 41`2.10 409.80 I '186.$9: .:0.0123 10.013 -11 24 25;91 9,04 20.67 0.00 D 34 D _10 0.00 0.80 `' 0.00 3,48 ! 6.24 6.40 22:26 4139,60 4119.05 ! 45.99 0.0120 0.013 24 24.75 8.91 5.16 0.00 D-10 D-01 0.70 0.85 0.60 4.07 624 6.40 26.07 408.95 408.10. 120.63 0.0070 0.013 30 34.47 7.69 15.70 0.00 D 01 - _ D 01 A 0.20 0.65 0.13 4.83 6.50 _ 6.34 30.63 408.00 405.62 214.18 0.0111 0.013 36 70.43 9.61 22.3 0 0.70 1111 .. - 1111. D -01A ­1111111VaultC I I 0.00 0.65 -110.00 4.83 6.87 6.25 30.20-11, 405.60 405.55 7.06 0,0071 0.024 3611.11". 30.59 4.08 1.42 0.07 1111 11,1;1,.., ,, - 14 ,1,111,.:, ..1 3 S. „...1, 0.26 ... i 5 0,8 _ :. 022 - 0 22 < , .. r a,00 6.70 1,48 4117.110 416,00 9 60 6 _ 1 0 0 65 0.01:3 ;1111.I.----".111"111."-...' 15 „., ,. ,: 8.28 5,04 12.04 0 .63 D-22 D-12 0.46 0.85 0.39 0.39 5.00 6.7 0 2.62 41 6.50 415.50 14.58 11 0.0686 > . 0.013 15 '11.I ..610 9.87 1.48 I - D - 36 D 35 0 5 5 0 8 5 .4 0 7 0.47 5. 00 6.70 3.13 417.45 416.m.0.-...0.-.. 67 16 0 :-0-2-... �16 0.013 15 9.48 6 79 1111-"9 89 0.20 D-19 D-17 0.16 0.85 0.14 0.14 5.00 6.70 0.91 415.50 415.00 20.75 0.0241 0.013 15 10.02 I 1 5.02 4.13 -8.14 1-48 D-17 D-11 0.00 0.00 0.00 0.74 5.07 6.68 4.94 413.60 412.85 38.22 0.0196 0.013 15 9.04 4.69 1.94 1-40 - D 18 D-17 0`_55 0.85 0,47 0.60 5.00 6,5 0 3.92 41 ,90 413.80 ' 15.03 0.00671.1-111111-111--1 0,{713 1511111--1 5.26 7.49 2.01 I I D-15 D-34 0,47 0,85 0.40 0.40 1 5.00 6.70 2.68 41530 414.00 I 1 36.10 0.0360 0.013 I 15 12,24 7.74 4.66 _> 1111.. _._':....._.:' D-3 D-34 0.07 0.75 0.05 0.05 5.00 6.70 0.35 4I'll11.75 411.45 58.66 0.0051 0.013 15 .4.61 2.17 27.02 0.00 D-32 D-31 11.14 0.90 1.03 .03 5.00 611 .70ll 6.87 4117.25 416.50 52.74 0,0142 0.013 15111 I 7,591-1 7,06 ..-.......1.11.111111.11111-.1111111111-1.11111.1711.11 .47 4.98 b-31 D.30 0.00 0,$5 0.00 :` 11 1111-11.1-.011 1.03 `. 5.12 6.67 6:84 409,05 ,. 408.35 133.63 0.0052 0.013 24 16:38 4.92 27,1.4 ... 1111._ . -1 D-30 D-29 0.00 0.85 0.00 2.70 5.58 6.38 17.23 408.15 407.50 106.10 0.0061 0.013 24 17.71 6.42 16.53 D-29 . D-28 0.000.85 0,7011.11,11.1111". 0.00 2.94 5.85 6.33 18.59 407.30 406.30 135.51 0.0074 0.013 24 19.44 7.04 19.24 D-28 D-27 0.00 _ 0.85 0.00 3.19 - 6.17 6.27 20.00 406.10 405.90 34.09 0.0059 0.013 24 17.33111...1.. 5.52 6.18. D -30C D -30A1.16 0.74 0.90 1.04 1.04 5.00 6.70 6.99 416.55 416.10 30.21 0.0149 0.013 15 7.87 7.23 4.18 1-48 D -30A 11 D-301. 0.00 0.85 0.0011 - 1.04 1111 5.07 5.36 - .. 5.60 416.00 415.50 17.34 0.0288 0.013 15 10.96 8.93 1.94 1-40 D 30B ..40...30 .0.74 ;0.85 L 0,63 0, 63 < 5 0�1 6.70 4x21 11- - I'll413.80 399.75 22,37 0 0, 8Q5 0. Ct13 15 18,30 1111': 11.99 1,37 I I D -29A D-291. 0.28 0.85 0.24 0.24 5.00 5.37 1.28 415.35 414.00 32.07 0.0421 0.013 15 13.24 6.63 4.83 _> 1111.. _._':....._.:' D -28A D-28 0.30 0.85 0.26 0.26 5,00 6.70 1.71 414.35 - 411.00 23.18 0.1445 - 0.013 15 24.53 10.75 2.16 0.00 D 27A w­11I'll Q r27-11- 1'.22 0 0,9 _ 1,10 .... 1:1.1 1.. 1,10< .. .. 5. 0 t1 6.70 7.36 414,00 413.75 .,.. 9.00 0.0276 _, 0 ,01.3.. 1510,75 10, 75. 9.40 0,96 4.98 D-33 D-25 0.25 0.85 ' .. 0.21 ' ' 0.21 5.00 ,:; . 5.37 1.14 413.85 410.00 64.99 0.0592 111 1 0.013 1.11.1... 15 ... 15.70 7.39 - ..... 8.79 ... 1111._ . -1 - D 06 _ D 05 0.20 0.90 0.18 0.18 5.0 0 6.70 1.21 410.75 _ 410.25 _ 58.62 0.0085 0.013 15 5.96 3.77 15.55 D 05 D-04 11.16 0,7011.11,11.1111". 0.67 1.55 526 5.34 8,28 410,00 408.00 145,10 0 0. 138I'll 0.013 111I -I 12133 7,39 19.63 D Ci4 ValtC 0.68 0,60 0,41 2.03 -1115.59 1111. 1 5,32 10;79 407.80 405.55:1. .35.92 111111-0.0626 0,024 3 5.5.1671.1-111111 8.47 '4.24 D -24D-05 0.82 0.85 0.70 0.70 5.00 5.37 3.74 413.00 411.50 21.78 0.0689 0.013 15 16.9I I'll,3 10.71 2,03 D-07 1111 D-04 0.08 0.90 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 - ' D.119 � 1 D_0 0.7 4 0 85 i1. 0 .63 0.63 ' 5.cla 6.70 4:21 41:4.74 1 41 3.72 :22.51: 0. 0453 ' 0.01.3 1. s 13::73 _. : 9,841 1. 211 29 ; 1. A-44 ------...- ---- A-41 -........ -- 0.56 ------- 11.11.. 0.85 _....... .1111.._ 1111.. 0.48 0.48 11.11... _ 5.00 1111.... -----1111 1111. 6.70 1111__. 1111 I 3.19 1111 415.00 ------.. ---- 414.40 ------- 1111..._ 59.42 _..._... ....... 0.0101 1111..._ 1111_._ ........ 0.013 1111 15 11.11__ 1111. 6.4811 1111. 5.19 -_ 11.45 - _.......... 1111 _. A-47 A-42 0.23 11111... 0.85 0.20 1111 _ 0.20 1111 _._... - 5.00 - _ 6.70 1111_ 1.31 417.33 417.05 1111 _ _ 61 61 0.0045 1111 0.013 15 1111 1111 1111 4.35 3.03 1111._ 20.32 .. ... 109 ;,,,111,1 4:::08 ,. ,. :0.26 ; „ :.,, .,.., 0,45 ': 1 0.12 0.12 5..0(1 ;1,11,1. 6 70 0 7 , 8 406.50 1 406,25 _....... .. 1 3.45 . , 0.0186 , 1,111 0.413 _ . 15 8,80 4.41 111;1.. 3.05 ..I'll f_08 „ 1111 07 1,11,,1., 9 :0,90 0,26 !1 0.38:: 5,05 6.69 _. 2:53 4416.0 �� 01. 405.50 >.._... � 0- 591,1 0 4 ,00� - 0 ,01.3 15 5 1 9 4.5 � '13 07 1-07 1-60 0.23 0.60 0.14 0.52 5.27 6.64 �� 3.42 405.25 404.60 110.92 0.0059 0.013 18 8.04 1. 25.82 1-60 1-06 0.00 0.80 _ 0.00 _ 0.79 5.70 6.53 5.15 404.40 403.80 110.50 0.0054 0.013 18 7.74 4.64 23.81 1-66 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 14.76 f-62 f_05 0 0 .0 .. .. 1111 .. ':0,85 _ 0 00 2 4 .6 6,34 6.38 16!8 2 431,58 ... 1111.... 399.80 13 . 9 78 .:: 0,0128..... 0.013 11.11.,,._. 24 , .. _. 25,56..... .. 1111. ,' 8,62... 16.21 I - 105 1111, .. I. 3 €1 ,1111. ,,. .. 0,0 0 , _ 5 0 8 _ 0 0 0 1111 2 7 4 1111. 6.61 1111 6 3 1 , 17! 30 11,11. ., :. 399.6 0 398.90 9 02.8 3 0 ,0068 0. 13 0 ,:.. 1111..:. 24 1111...: 18,67 6.75 ;I ... 15.24 .::::: G03 `111 l 3 0 I0 1 ­I'll .00 0,8 5 ' 0. 00 2.81' 6.87 6,25 1 T 5 6 398.80 ' 398.10 93,65 :;........:. 0.0075 0,013 .......... 24 19157 7.01 13.35 111:1-11 _. _. -01 VaultB 0.00 -1110.85 0.00 3.44 7.09 6.20 21.31-111 398.00 39- 117.10 22.00 0.0409 0.024 30 _ 44.99 9.00 2.44 11 -13 I-12 0.74 0.85 0.63 0.63 5.00 6.70 4.21 405.60 403.80 169.62 0.0106 0.013 15 6.65 5.67 29.93 1-48 Iw12 I-Cl2 0.00 07.85 0.00 0.63' 5.50 6.58 4.14 403.60 401.50 134.39 0.0156 0.013 1 8.07 6,57 20,45 '. 1-40 ,f I-02 I'll, 11I-11III 101 6.130 0.85 0.00 '' 0,631 5.84 6.50 4.f39 400,30 399.75 42.07 0.0131ll, t1.i111 1 7, 38 6.11 6.88 0.00 14 -1 103 0 08 I-110 o85 0 07 0 7 5 00 6 7 0 0.46 4 8 0 00 407.00 30.64 0.0326 0.013 I -111 15 11.66 4.27 7.17 _> 1111.. _._':....._.:' -5A I -05 0.12 0.85 0.10 _ 0.10 5.00 6.70 0.68 408.00 407.45 11 20.35 0.0270 0.013 15 10.61 _ 4.65 4.38 1-48 Roof Drains 0.27 1111 _ _ 0.85 0.23 1111 0.84 5.32 6.62 5.57 _ 407.00 _ _ _ 405.00 179.06 _ 0.0112 0.013 _ 15 6.82 6.18 28.97 1111... 0.91; I-47 1-40 dded; 0.85 0,00II� 0,99 5.80 6.51 6A7 404.80 404.10 129.16 0.0054 0.013 1 I1I 7.73 4.90 26,37 .... , 1:42 410,37 11-L 11I - t-39 0.00 1, l 9 -' 4.,18 t7 .00 11:11... 0 .85 1}.00 8 0 3 5.00 6.70 5:56 410.65 41 .211 0 44.52 0.0101 r 7.013 , ......... ; 15 6.49 1111;. 0.92 _ 7.52 _> 1111.. _._':....._.:' - 118 w 4 17 0.00 0.85 0.00 0.83 5.13 6+.67 5:54 410.10 408.50 l 48.64 0,0 3 J 0.013'll 15 11:170 9.37 51..19 0.00 -171. I-16 0.00 , 0.85 0.00 0.83 _,; 5.21 6.65 5.52 404.60 404.10 1111...: 47.98 _ ._; 0.0104 0.013 15 6.59 6.01 7.98 4.98 1-16 I-06 0.46 0.85 0.39 1.22 5.34 6.62 8.08 404.00 11 403.80 18.99 0.0105 0.013 18 10.77 6.67 2.85 7. 09 a oz4 i ! ® • 1 - 9 a ? i e iia ■ aerxdaw • s .ar o -49 I-48 0.45 0.85 0.38 0.38 5.00 6.70 2.56 411.60 407.20 141.94 0.0310 0.013 15 11.36 7.44 _ _ 19.08 1111 _. 1-48 1-47 0.27 1111 _ _ 0.85 0.23 1111 0.84 5.32 6.62 5.57 _ 407.00 _ _ _ 405.00 179.06 _ 0.0112 0.013 _ 15 6.82 6.18 28.97 1111... 0.91; I-47 1-40 �.0 0 0.85 0,00II� 0,99 5.80 6.51 6A7 404.80 404.10 129.16 0.0054 0.013 1 I1I 7.73 4.90 26,37 .... , 1:42 410,37 11-L 11I - t-39 0.00 0.85 0,00 11 1.33< 6.24 6,40 8:50 4113,90 r' 402.40 159.4,E 0,0094 1 0 0 3 18 10`.1$ .... 24.88I 2 10.00 19 - 138 .00 0.85 0.00 2.241 6.6 6.30 14'.10 402.00 400.70 61.00 0. 213 0 0.013 24 II- 9,93 6.14 L. 1-38 1-37 0.00 0.85 0.00 2.24 6.76 6.28 14.04 400.60 400.15 82.81 0.0054 0.013 24 16.68 -. 5.95 13.93 23.96 --- -37 l-36.. 0.00 0.85 _ 0.00 4.98 6.99 6.22 30.99 400.05 398.75 69.00 0.0188 0.013 24 31.06 11.27 6.12 . -3-111 -36 _ VaultB 0.00 _- 0.85 0.00 -- - 4.98 7. 09 6 .20 30.87 . 398 7 5 397.40 16.34 0.0826 0.024 24 35.24 _....... 12.63 ............ 11. -.._ 1.29 1.97 1-42 1-37 _ 0.72 0.85 - 0.61 0.61 5.00 - 6.70 _ 4.10 409.20 408.00 27.69 0.04II 33 0.013 15 1-44 1-43 1.07 0.85 . _ 0 .91 0.91 5.00 6.70 6.09 409.24 408.75 12.10 - 0.0405 0.013 15 »4 1 -3 1-39 0 00 0,85 0.00 1111... 0.91; _ 5,02 ..6.70 1111 ... 6;09 4. 07 65 ' 7,00 '' 411 _ ... 10,50 < 0, 1 06 9 - 0.01;3 1 4 1 - 4.40 0,25 0,85 0ILLL,21 0,21 5.0(1 6,70I[� 1:42 410,37 410,00.I'll 14.16I�I 0.026 1 0 ,013 1 -5 I 0 _ 147 __ 0.18 0.85 0.15 0I 11.15 5.00 6.70 - 1.03 411.00._ 410.50[I-. I----'-11 10.00 0.0500 13 0.0 _. 15 1-23 1-22 I-27 1-26 I-25 Vault 1-21 13.439.36 11.85 2.96 0.63 12.98 _ 10.40 _ .16 1 1111. _....... 1111.. 16:05 _ 1.. I - i7 .87 0.024 .._; 1043 .8 2 .., , 2.43 ..,. ; . 14.436.79 0,21; 1.47 -- 4.94 3.54 _. 14.49 1111.... ....... 1712(1 ..... _�: 041111..: J 15.....7 .18 0.00 0.85 0.00 0.38 5.02 6.70 2.56 402.50 401.00 10.66 0.14IL"L06 0.0241. 15 13.11 7.98 1.34 1111 _ 074 086 0 63 _ 0 63 5 00 6 70 4 21 40750 407 00 24 38 0 0205 0 013 ...... 15.9.24 6 3.36 0.00 11.85 0.00 0.63 5.06 6.69II I 4,21 402.50 40100 10.66 0,1406 111.11,11,I 111�,I 0.024 15 13.11 0,25 ,:­.,_II 0,85 0,21 < 0,21; 5,00 6.70 1.42 415.2,E 412,75 € 123,601, L�I 0.02-I 0.013 15 .18 0.00 0.85 0.00 0.89 I 5.38 1I1 6.61 5.90 . -, 412.65 412.20 53.45 ­0�12 0.0084 ... 0.013 15 I111­1-­1­-1­19-.-111­., 5.92 1-250.00 0.85 0.00 0.89 5.55 6.57 5.86 403 .80 403.00 55.55 0.0144 0.013 15 7.74 VaultB I 6.60 0.85 0.00 2.92 5.68 6.54 19.05 401.00 400.10 107.33 0.0084 0.0 11 24 24 11.23 5,36 1 23.07 0.39 . 5.50 9.72 - 6.91 8.04 2.22 1 3.57 30.04 16.04 1-29 I-25 0.39 . 0.85 I . 0.33 0.33 5.00 6.70 2.22 1 410.77 409.50 16.04 . � 0.0791.2 . � I I . � � � L L ' L � � 0.013 I� -15 � L 11 18.16 L 9.63 I 1.67_ 1-31 1-30 0.74 0.85 0,631.1. 0.63 5.00 6.70LLLLLL 4:21 410.50 410,00 16.04 0,0312 0.013 15 111 39 , 58 1 87 I 35 ......... 1-27 ::::: ...... > ,54 0 0.85 0,46 I 0 .46 <.. ..:.. ,: 5. 00 ... 6.7 .. 0 3:08 415.00 414.00 ' < 34.02 0.02 0.013 15 _ - _ 11,06 .... ..... ._ 7 71 ..._.... ..........I.. 4 41;' .. Roof Drains 1111... 1111.::. Q�UU � ♦***♦ 0 cc ;4 C& � 4 Added: �­' V'� o ti(�� `, a w � � , Q a w w U �� �o4, 1-32 -------------- I"-27 ----... ____.._. 0.26 1111.---- ------- 0.85 --------- .1...___. 0.22 ------------.. _........ 0.22 ---...--- 11.11_.. 5.00 _.----- .1111._. 6.70 1111.---- -----1111 1.48 1111__. ------- 415.00 1111.- -------- 412.75 11.11.._ 11.11.--- 125.84 --------- ------ 0.0179 -------- ._......__ 1111__. 0.013 -----1111. 1111----- 15 .1111_.. -----1111 8.63 ----...- -------- 5.25 _ ---- - 23.96 --- .. 1111... 1111.. w 46 4 '' ... w 1 1 _ 6 ... 1111... 0 4 2 .. ... . 85 _0, _ _ 0.36 1111. ... 0.36 .. 1 5.00 ._ 6,7 0 .. 1111 1111 2:39 ......., 4 7 71 _0 ... 1111 407. 00 6.89 .......... .1 0 0 41`3. 1 1 ... 0 .01'3 .. 1 -. 2 ,71 'i 0 , 1 .98 0 ,: . . -3-111 _, i �1 \Pa�litFi ft t1�1 f1 €1D (1 ilft Cl :%B' S 01 �i.7C1 2I?,�t d(l7 5(i dli2 (tfi c. ... 1f7 66 ..: ........ i't tl4C�? :. O.f124 ... ,.. .1:5 1111.... ., T<:57 __5 .42 1.97 W 0 Z w a W4 W4 W W z 00 �W RIEVISIONS REV 0 LLL Q COMMENT BY >oa a 7/16/15 PER COUNTY COMMENTS Q G 2 8/27/15 Q:> 0- O o 3 DRH 3 z-ZQ w o MINOR SITE PLAN AMENDMENT1 DRH W O J W J❑ a 11/20/15 LETTER OF REVISION W 17 1/29/16 O O W t 0= x DRH F4 U 9 0 Q � W O Q Y � a � P. � = z a 2 C cD r w 0 Q 0- J d O J a Oz�z> � w z Of 0 = z O LL W . QLJI- w :::) m z Q z O� Q�UU � ♦***♦ 0 cc ;4 C& � 4 �­' V'� o ti(�� `, a w � � , Q a w w U �� �o4, w � �� woP4 H �€� 4 � oCc " c Lj 5 0 o g � o a 4 o � w - RIEVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT 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 81 1) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-8D0-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 WN BY: JLP DRAWN CBC ! CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: DL5 00 PROJECT: FINAL SITE PLAN FOR 5TH STREET STATION OVERALL PHASE ASE 11 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 WARREN'TON, VIRGINIA 20186 Phone:540 349-4500 Phone:(540) Fax:540 349-0321 Fax:(540) w o e ww.B h,l g g rEn ineerin .com T TM Ojb V DANIEL R. HINES y Lic. N 043176 No. •0 � 0� 1/29/16 �'k7� 1.F ��: S �. S ,l4NAL ..,1. SHEET TITLE: STORM COMPUTATIONS SHEET NUMBER: 12A HYDRAULIC GRADE LINE COMPUTATIONS Lower Upper Outlet Do 00 Lo Sfo Hf Junction Loss Final Inlet Throat 29.37 HGL acceptable? 0.30 Vo Ho Qi Vi QiVi Vi'2/2g Hi Angle Hdelta Ht 11.31 -It 0.51 -It Inlet Inlet WSEL (in) (cfs) (ft) (ft/ft) (ft) 0.00 (ft) (cfs) (fps) 0.00 (ft) (ft) (deg) (ft) (ft) (ft) (ft) H (ft) WSEL Elev Remarks 15.66 ........... Clearance VaultC D -01A 410.06 36.00 30.20 7.00 0,0021 0.01 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 2.68 OK 8.36 D -01A D-01 410.42 36.00 30.63 214.18 0.0021 0.44 9.61 0.36 26.07 7.69 200.35 0.92 0.32 5.00 bm 0.73 0.95 0.37 0.81 41 1.�� 414.92 aboob OK 3.70 D-01 b-10 411.22 30.ob 26.07 120.63 0.0040 0.49 7.69 b.23 22.26 8.91 198.39 1.23 0.43 lo.00 b.43 1.09 1.42 0.55 1,03 412.26 415.92 8.93 ok 3.66 D-12 D-13 416.93 1 18.00 1 8.75 1 108.57 1 0.0069 0.75 6.80 O�18 1 119 1 5.20 1 16.57 0.42 0.15 1 70.00 1 0.00 033 1 0.42 1 0.16 0.92 1 417.84 1 421.50 1 OK 3.66 D-13 D-23 419.00 ] 15.00- 1 3.19 [ 132.10 1 0.0024 1 0.32 5,20 0.10 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.10 0.14 0.05 0.37 419.66 4122786 OK 320 D-11 D-35 579 5 ob .64 84.71 .0b52 b'44 T53 b.22 113 21.28 072 b 25 1 - 3'o.ob tj 0.61 0.24 0.67 416.47 420.40 15.00 .13 6 1 7.16 .0024 0. 1 16 6.79 0.1 1 8 0.00 0.00 OM 0.00 0.00 8 b.23 0.09 0.25 417.70 422.00 b-38 --b-36- 417.00 - ----- - 1 41 . i D-11 D-17 415.7-9 15.00 4.94 3 8--.22 0. 59 b.22 4.69 0.09 3.92 ........... 7.49 29.37 0.87 0.30 55.00 0.00 0.139 b.151. 0.20 0.42 416.21 419.12 AMENDMENT II D-17 D-19 416.21 15.00 0.91 20.75 0.002 0.00 5.02 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.13 0.05 o.b5 416.27 419M 406.97 b-1'7 tM8 416121 .................. 15.66 ........... 3.9215,03U037 106,10 0.0058 0,06 T49 0.22 0.,00 0.00 0.00 0.00 0,00 0,00 0.00 0.22 0.28 0.11 0.16 416.38 417.40 0.20 D-34 tm s 4fs.00 15.00 2.68 36,10 0.0017 0,06 7.74 6.�� abb mo b.ob b.bb 0,00 0.00 0.00 0.23 0,w �bA2 0.18 415.48 41875 0,19 D-34 b-3 41�.16 15.ob b,�5 58.66 aboob o.ob 2.17 0.02 0.00 b.6b 0.00 000 0.00 0.00 o.ob b.b2 b.02 b.ol 0.01 1 413.17 417.28 0.00 D-27 D-28 414.06 24.00 20.00 34.09 0.0078 0.27 5.52 0.12 18.59 10.75 199.77 1.79 0.63 90.00 1.26 2.00 2.60 1.00 1.27 415.32 418.90 AMENDMENT II D-28 D-29415.32 1-06 24.00 18.59 135.51 0.0068 0.92 7,04 0.19 17.23 6.63 11433 0.68 0-24 65.00 0.40 0.84 1.09 0.42 1.33 416.66 419.90 406.97 D-29 b-30 416.66 24.00 17'22 106,10 0.0058 0.62 6.42 0,16 6.84 11.99 82.04 223 0.78 85. 1 00 1.52 2.46 3.20 1.23 1.85 418.50 4 1 20.90 0.20 D-30 D-31 418.50 24.{00 1 1 6,84 133.63 0.0009 0.12 4,92 U9 &87 7.06 48.53 ...................... 017 0.27 90;00 O.54 0.91 1,18 0.45 0,58 419.08 422m 0,19 b-31 b-32 41 §-08 15.00 6*87 52,74 0,0113 OM T06 0.19 0.00 0.00 0,00 0.00 OM OM 0.00 0,19 0-25 0.10 0.69 . . 419.77 . . ... . ............ 423.60 ......... 0.00 b -w D -30A 41 1 8.50 15.00 5 60 -- 17.34 0.0075 0. - 13 8.93 0.31 6.99 7.23 50,54 0.81 0.28 0.00'- '-b.-ob' 0.60 0.77 030 0.43 1 418.93 421.25 0.67 b-3bA D -30C 418.93 15.00 6.99 3021 b.01 11 b.35 7.23 b.2o b.bb 0.00 0.06 0.00 ................ b.00 ............ 0.00 0.00 .. ........ 0.20 0.26 0.10 0 .46 419.39 ........ ...... 421.8o 5.67 . ok 3.93 bK-- 4.30 OK 3 46 OK 2.91 OK 2.176 5.52 6.01 OK 3.27 OK 4.11 OK 3.58 OK 3.24 OK 2.40 OK2.32 OK 2.41 D-28 415312 � 115706] 1.71 1 23 1 .18 � I b.0007 1 O�02 1 1� 1.10.75 1 A45 I - O.00 f 0.60 1 0.00 ao"- b.bb- I 0�-- O.Ob t b.415, 1, ..o.,68 I o.22 o.24 -1 415.56 1 �411715 ok z VauftC 11 b -o4 I-- 35�92 1 omob 1 0,28 8.28 1 T39 61.20 1 0.85 0.30 1 0.00 0.00 b.M 0,75 1 0.29 6.29 410.35 I 41ab? 41035 8.28 145.10 1 0.0130 1.88 1 7.39 0.21 3.74 1 10.71 40.b6 1.78 0.62 1 0.00 0.00 0.84 1.09 1 0.42 2.30 1 412.65 417.68 D-04 04 41b.66 3b.00 10.79 0.00 8.47 D-05 18.00 1 1 1 1 1 1 1 412.00 0.0 298 0.04 0.00 0.00 0.00 om 0.00 0.00 0.00 0.04 0.05 0.02 0.06 412.06 418.94 OK 6.88 D-04 b o7 15.00 b 48 52.bo A-42 A47 418.165 1 15.06 1.�! 61.61 1, 6.0000 I 0.00 3.03 0.04 0.06 0.00 uo uo 0.69 -00 om aw I au I I o.0 1 418.07 420.83 1 � - I OK Z76 -- � I 1 .1 1 1 1 1-- 1- 1 1 1 1-- - 1 0, 1 1 "1 -]� 111-1-1-1-111 � -1-1-1-1-1-1111.1 ............. - ........ ... 1 -11 11 .......... 11--.1-1-- 1-- t 111 -- � ... I 1-05 ---1---- 0 K 404.40 24.00 OK 8.67 0.01 OK 5.03 412.00 0.0 298 0.04 0.00 0.00 0.00 om 0.00 0.00 0.00 0.04 0.05 0.02 0.06 412.06 418.94 OK 6.88 D-04 b o7 15.00 b 48 52.bo A-42 A47 418.165 1 15.06 1.�! 61.61 1, 6.0000 I 0.00 3.03 0.04 0.06 0.00 uo uo 0.69 -00 om aw I au I I o.0 1 418.07 420.83 1 � - I OK Z76 -- � I 1 .1 1 1 1 1-- 1- 1 1 1 1-- - 1 0, 1 1 "1 -]� 111-1-1-1-111 � -1-1-1-1-1-1111.1 ............. - ........ ... 1 -11 11 .......... 11--.1-1-- 1-- t 111 -- � ... I 1-05 1-39 404.40 24.00 16.38 127.09 0.01 0.67 8.61 0.29 5.52 6.01 33.17 0.56 01.120 90!00. 0.39 0.88 1.14 0.44 1.11 405.51 412.98 AMENDMENT II OK 7.47 1-06 17.601 404.40 18.00 5.15 110.60. 0.00 0.27 4.64 6.08 3.42, 14.28 48.89 3.17 1.11 90.00 2.22 3.41 4.43 1.70 1.97 406.97 412.00 - ----- OK 5.03 1-60 1-07 405.80 18.00 3.42 110.92 0.00 0.12 4.30 0.07 2.53 4.55 11-51 0.32 0.11 80.00 b.21 0.40 0.52 0.20 0.32 40&12 413,83 83 .... . OK 771 1-07 k08 406M 15,00 Z53 59.50 0.00 0.09 4,55 0.08 0,78 4,41 146 0.30 0,11 0.00 6.A 1 0,19 0.2-4, 0.09 . . .. 0.18 . ..... ....... 406.68 413.70 ................ OK 7,02 1-08 1-09 .......... ..... 407,25 .. --l-l". ......... .. .. 15M 0.78 1145 OM 0.00 ............. 4.41 0�08 0,00 0.00 OM 0,00 uo 0.00 0.00 0,08 0,10 ........... 0,04 0.04 407.29 411,00 ............ .......................... OK, 3.71 i-bi i-02 4'00.75 1'5.00 4'09 42.07 ''-0.00 0.17 6.11 0,.*1,4 4.14 6.57 27.20 0.67 023 30 0.00 o.6'! 0.80 0.31 0.48 401.23 413.20 OK 11.97 1-02 -12 402.50 15.00 4.14 134.30 0.00 0.55 6.57 0.17 4.21 5.67 23.89 0.50 0.17 4N0 �23 - 58 0.75 0.29 0.84 404,44 4U.83 ok 8.3923 1-12 1-13 404m 15.00 4.21 169-62 -0.00 6.72 5.67 6.0 0.00 0.00 0.00 om 0.00 0.00 .0 0 .12 0 .16OK 0.06 b.79 406.39 409.10 2.71 1-5A --I 408.46 1 15.00 1 OM 20.35 0.00 0.00 4.65 0.08 0.60 0.00 0.00 0.00 1 0.60 om �.bo OM I 0.11 j 0.04 0.04 408.49 412.50 OK 4.01 1-06 1-16 405.00 1 18.00 1 8.08 � 18.99 0.01 6.11 6.67 0.17 5.52 6.01 33.17 0.56 0.20 1 85.00 38 ib.75 1 0.98 1 0.38 1 0.49 405.49 412.98 OK 7.49 1-60 I -A 411.i I b iaoo 1.82 7.82 0.00 0.01 1 14.28 1 O�79 b.00 0.00 o.00 om o.00 I o.00 0.bb 0.79 1 1.03 ] 0.40 1 0.40 1 412.85 1 415.80 OK 2.95 1-38 1-39 404.40 24.00 14.10 61.00 0.00 0.24 7.98 0.38 8,50 12.09 102.68 2.27 0.79 90.00 1.59 2.76 3.59 1.38 1.62111 405.32 413.46 AMENDMENT II OK 7.44 1-39 1-40 404.40 18.00 8.50 1159,451 0.01 1.04111. 19.93, 6.41 0.16 6.47 5.82 37.65 om 18 0.18 45M 0.25 0.59 0.77 0.30 1.34 1406.02 405.74 414.80 OK 9.06 1-40 1-47 405.30 18.00 6.47 129.16 0.00 0.49 4.90 0.09 5.57 6.79 3�.84 0.72 0.25 66.66 bAo 674 b.97 b'37 0.86 406.16 415.bb .... . OK 8.84 1-21 1-48 46-6,00 15.00 5.57 17"9"06'' -- 0�01 1'.33' 6.18 0,15 2.56 7.44 16"'.67, 0,86 6'�b J-ib 60 6.A 1 OZ6 033 0;28 ............. 1.62 408.62 412,21 ................ OK 159 VaultB i-40 408,-'20 1-5,00 .............. 2- - 5- 6. 141:9, 4- 0.00 6, 22 ... 1,44 b,21- 0.,00 OM '0'.'0'0'- '0-"00 .............. 0.00 ..... 0.00 0,00 021 0.28 0.11 0.33 411.93 . 415,10 ................. - .. ........ - K 3:17 -37 1-37A 407.00 15 bd-'­ 141.281. M500.100 0.01 0.51 1 1 17. 59 1.20 - 5.90 5.50 0.00 0.00 0.1.00 0.00 0.00 1.20 1.56 0.60 1 1 .11 4 11 0 1 8. 11 11 11 413 1 .0 0 '0"-K- 4.89 1-37 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 0.60 6.00 0.34 0.44 0.17 0.28 409.48 412.70 OK 322 I _ l_OK 3.23 1-40 1-41 411.00 15.00 1 1.42 E14. 16 0.00 0.01 5.82- I_I 0.13 0.00 0.00 0700 0.00 I::.LUO I -I 0.00 0.00 O�13 I_I 0. 1 17 1 0.07 0.07 411.07 41430_C_-_:1 _C_I vauitb 1-23 404.40 15.00 2.56 10.66 0.00 0.0 7.98 0.25 7.12 lb.o4 25.74 1.57 0.55 75.00 1.00 1.80 2.34 6.0b ak 405.32 414.20 AMENDMENT II OK 8.88 1-23 1-24 41 i.ob 15.00 2.56 11.54 0.00 0.02 10.04 0.39 om o.ob b.00 0.00 b.00 b.bo b.00 b.�q o'M 0.20 0.21 411.21 414.57 OK 136 vaulta 1-21 4bno 15M 4.21 10�66 0,00 05 9.39 0,34 4'�i T26 3M9 O�82 O�29 90M 0,57 1.20 1,66 0M 0�65 403� 15 411.75 .... . . . ............................ OK 8.60 1-21 1-22 408.00 15-004.21 4�21 ..... 24.38 l 0.006A0 0- t 726 6120 0.00 blob 0.00 6.00 0.00 OM 0.00 0,20 0.27 0.10 0.21 408.21 411,00 ................ OK 2,79 VaultB 1-25 404.46 24.00 19.06 107.33 0.01 0.76 3.57 0.05 11.29 9.38 105.91 1.37 0.48 go.00 0.96 1 1.40 1.93 0.74 1.51 405.91 414.81 OK 8.90 1-25 1-26 404.40 - 15.00 5M 55.65 0.01 0.46 6.91 0.19 5.90 5.50 32.43 0.47 0.16 0 0.00 0.00 0.35 0.45 0.17 0.63 406.0 416.00 OK . . 10.97 1-25 If 1-30 402.20 18.00 11.29 120.00 0.01 1.39 9.38 0.34 7.12 8.46 60.23 1.11 0.39 90.00 0.78 1 �51 1.96 0.76 2.14 4o5.64 414.78 AMENDMENT II OK 9.14 -30 1-33 409.00 15.00 T12 55.45 0.01 0.67 8.46 0. 1 28 0.00 0.00 0.00 0.00 0.00 0.00 . 0.bb 6.28 0.36 0.14 O�81 410.01 415.84 OK 5.83 .25 1-29 41 MO 15M 222 16,04 0,00 OM 9.63 0.36 0.00 OM 0.00 0-00 0,00 OM 0.00 0,36 0.47 o,18 b 20 . . 410,97 .......... ........ . .. . 414,08 ..... . ..... ..... . OK .................. 131 411.0-0 . .... .. 15M 4�21 ..... ........... .... 16,04 .... .. 0 0- t 9 �8 r ..... b'24 ......... 0.00 -7-161�6011111- 0�blo-11- 0.00 -b'..bb -0-06 . .. ... 660 -0,29 037, 0�14 21 414,30 ................ OK ................. 1-27 1-35 415.00 15.00 3.08 34.02 0.00 0. 7.71 0.23 0.00 O.Ob b.00 om 000 b.00 0.0b 023 036 0.12 o.19 415.19 418.60 OK 3.41 aultB 1-6i 1 464.46 15,00 Z30 0.66 bloo 0.013 5.42 oil zA 10,981 26.27 1.87 0.66--[.. - 0,00 0.60 1 0,77 1- 1.00 €3,38 b m 46418 414,81 I-46 . 1-61 1 11 61,11,1111, 1 408.00 1 15.00 2.39 1 6.89 1 � 0 100E 1 0.00 10.9 1 0.00 0.00 0.60 0.00 0.00 1 0.00 0.47 b'.61 I 023 b 408.23 I 416.00 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 CONTRACTORS RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN I FULL CONFORMANCE WITH LOCAL REGULATIONS ANDCODES 0.0 7.77 REVISIONS [REV DATE COMMENT -j 1 7/16/15 PER COUNTY COMMENTS DRH 2 Lu < Oz DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 ><a 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH zLd z't W 0 -<j 0 ca . U) LU LL LL 0 < :5 < 63 3 < < 0 >- 0 H: 0-z H. �� >< wN z co >� zo 0a LL LU = 7 - J ' H- <- �8' C�o 70 1 LZU < � 0 C) 0 z af hH ............ wo ow ow �n oLL REVISIONS [REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 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) APPROVED FOR CONSTRUCTION PROJECT No.: V1220074 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: DI -5 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 SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA F� 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com Q DANIEL R HINES )0, 'c oak L i,c. No. 043176 0 1/29/16 C SHEET TITLE: -141 'i STORM COMPUTATIONS SHEET NUMBER: 12Bn L 10 YEAR INL-,P.T 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 SPECfRCATONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONS&UTY TO NOTfFY 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 J REVISIONS REV DATE COMMENT BY 0 s 7/16/15 PER COUNTY COMMENTS DRH 2 LL FOR APPROVAL DRH 3 1011/15 MINOR SITE PLAN AMENDMENTI >o > <w 11/20/15 LETTER OF REVISION DRH 5 o< w� �w DRH Z oma'°pa z �w �o L °�WQo am W F.y � OOhQ O= mrcnaa�N iii ♦ ♦ �,y a o w LL O Q :E Q > a 'z au a� _ - Q a- 0 a -,J p < oz m 4 �E2 (if0 ao z> m}z°Lu FZOJF a� w� [OZQZ O) li "m Q� C) C)0 O Q d •ri W �� [� w 2 �� 6 S Q 44 z o F om ow U Q mw C1 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 AMENDMENTI DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 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) APPROVED FOR CONSTRUCTION PROJECT No..: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: NIA CAD I.D.: DL5 PROJECT: FINAL SITE PLAN FOR 5TH STIR IRT 'd'ATdkc-1),PaT i)V]E�AI,]L lir"'HASE Yd LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com SHEET TITLE: STORM COMPUTATIONS SHEET NUMBER: ®OJL JL1/�AI5 COMPUTATIONS STRUCTURE DRAINAGE RUN-OFFINLET 0.90 "CA" 0.19 RAIN RUNOFF INVERT LENGTH SLOPE MANNING'S DIAMETER CAPACITY VELOCITY FLOW REMARKS 1.72 cb46 AREA COEF. 0.23 0.90 TIME FALL "Q" ELEVATIONS 1.27 419.30 "n" VALUE 10.96 0.0274 0.012 TIME 2.16 6.38 1.72 (ACRES) BI 300 Bid _' _ D 30C i Q.23 ' ' 0.90 .0.19 0.19 5,00 ', 6.70 1.27 9.3 41 0 41 9.00 1 _96 0 0.0274 ' 0,01.2' 8 .. 2,16...... From To "A" "C" Increment Accumulated Min. In./Hr. C.F.S. Upper End Lower End Feet Feet/Feet 420.40 Inches C.F.S. F.P.S. Seconds 1.77 5.71 _ 3.33 0.90 C070 C069 0.00 0.90 0.00 0.23 5.06 6.69 1.54 420.30 419.75 33.83 0.0163 0.012 8 1.66 Bldg. 500 C040A _ 0.14 0.90 0.13 0.13 5.00 6.70 0.84 418.50 418.30 8.17 0.0245 0.024 8 1.02 3.25 2.51 3.20 C040A C040 0.00-1111 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 1_64 C040 0039 0 0.00 .0.901 0.00... 0.25 5,53 . 6.57 1, 66417,70. , 17.10 54 92 0.0109 0.024: 12 2:.. 1 2, 85.... 1;9,26 3.49 C09 0i�38 (. 0 0 .9 0 0 0,00.. 0,38 5,86 6.49 2.46 417,00 416,75' 10.64 0.0235', 0.024 12 2.05 4,18 ;. 2 54 1.55 0038 C037 0,00 '0.90 0, 00 0 3 8 � 9 , 0 ` 6 .48 ' 2.45 416.5 6 414.75' 86 07 0.0 1 22 0.0 4 2 12' 6 4 ,08 21.09 1.41 C037 D27A 0.00 0.90 0.00 0.38 6.25 6.40 2.42 414.65 414.10 15.97 0.0344 0.024 12 3.57 4.88 3.27 1.30 Bldg500 4 co4o 0 1 4 0.90 0.13 0 13 11 00 5 26 0 66 418.00 417.80 8 17 0 0245 0 024 8 1.02 3 10 2 64 1.27 Bld 500 3 CO 9 ....... 0,1 4 .:0.90 0.13 ' 0,1.3 13.0 0 _' 4.78 _' .6 0 0 417.5 0 417.101' ........ . 8.17.. .... 0.0 90 ' 4 ' 0.024 8 1 '' ,44 3.91 2 0 9 2.05 Bldg 400 C033 0.16 0.90 0.14 0.14 5.00 6.70 0.96 417.80 417.50 11.02 0.0272 0.024 8 1.08 3.47 3.17 3.87 C033 C032 0.00 0.90 0.00 0.14 5.05 6.69 0.96 417.40 417.35 27.00 0.0019 0.024 12 0.83 1.06 25.58 4, 3 4 CO 32 C031 0.00 0.90 0.00 0.29 5.48 6.58 1.90 417.25 416.90 32.00 0.0109 0.024 12 2.01 2.91 10.99 3,42 C031 C030 0.00 0.90 0. 00 0.43 5.66 6.54 .2.83 16.8 4 0 41 5.85 3.8.00 0.025 0.024 12 3. 5 0 4.4 0 8 .63 6.50 CO'�0 D27A 0.00 ' '.0.90 0.0 0 0.72 5.81 6.51 4.68 4 15.75 41 4.10 < 23.76 0.0694 0.024 12 5.08 7.31 3.25 2.92 Bldg 400 C035 0.16 0.90 0.14 0.14 5.00 6.70 0.96 417.80 417.65 4.00 0.0375 0.024 8 1.26 3.96 1.01 2.79 C035 C034 0.00 0.90 0.00 0.14 5.02 6.70 0.96 417.55 417.25 85.00 0.0035 0.024 12 1.14 1.63 52.10 1.72 C034 C031 0.00 0.90 0.00 0.14 5.89 6.49 0.93 417.15 416.90 23.65 0.0106 0.024 12 1.98 2.48 9.55 9.43 Bldg 407 C032 0.16 ' ' 0.90 ' ' 0.14 0.14 5.00 6.70 ' E7.96 ' 417.80 ' 41735 11.02 0.0408 ' ' 0.024: 8 1.32 4.09 2.69 2.43 Bldg 400 C031 0.16 0.90 0.14 0.14 5.00 6.70 0.96 417.80 416.90 11.02 0.0817 0.024 8 1.86 5.34 2.06 2 , 2 Bldg 400 CO30 0.16 0.90 0.14 0.14 5.00 6.70 0.96 417.80 _ 415.85 11.02 0.1770 0.024 8 2.74 7.09 1.55 3.50 d 0 C062 17,23 0.90 0,19 0.19 5,00 6.70 1.27 419.60 . 45' 419, 10 96 _' 0.0 7_J 13 0.012' 8; 1.53 4 86 2,25 7.64 2 0061 000 0,90 O.flO i 0.10 5.04 6,69 1.27 419,35 418.85 43.00 ... 1 .. 0 16 ''i 0.012; 8,.., . 1 1 AlCO ,56 3 _. 8 51 _ C061 C060 _, 0.00 0.90 0.00 0.38 5.19 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 5.27 6.63 3.78 417.00 416.65 31.87 0.0110 0.012 12 4.04 5.84 5.46 Bldg 300 C061 0.23 0.90 0.19 0.19 5.00 6.70 1.27 419.30 419.00 10.96 0.0274 0.012 8 2.16 6.38 1.72 cb46 Bldg 300 C060 0.23 0.90 0.19 0.19 5.00 6.70 1.27 419.30 419.00 10.96 0.0274 0.012 8 2.16 6.38 1.72 C(044 BI 300 Bid _' _ D 30C i Q.23 ' ' 0.90 .0.19 0.19 5,00 ', 6.70 1.27 9.3 41 0 41 9.00 1 _96 0 0.0274 ' 0,01.2' 8 .. 2,16...... 8,55 0.00 Bldg 200 C070 0.22 0.90 0.23 0.23 5.00 6.70 1.54 420.75 420.40 19.00 0.0184 0.0128 _ 1.77 5.71 _ 3.33 0.90 C070 C069 0.00 0.90 0.00 0.23 5.06 6.69 1.54 420.30 419.75 33.83 0.0163 0.012 8 1.66 5.39 6.27 0.10 C069 C068 _ 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 4.58 11.09 0.10 Bldg 300 C066 0.19 0.90 _ 0.17 0.17 5.00 6.70 1.15 418.70 418.60 3.50 0.0286 0.012 8 2_.21 6.32 0.55 cb46 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 3.93-11. 8.91 C(044 I ' 0065 C 64 O i 0 #L0 ; 0.90 0.00 ' 0.37 5.16 6 6 .6 2. 46 4 18.10 ` 17,5 4 5 ' 13.5 6 < €3 0406 ' 0.0 " 12. 8 2:63 ,. 8,55 1.59 0.00 CU ' 64 = 3 � 2 0.00 fl.90 ' O.flO 0.37 .1 5 8 6.6 6 '' 2,46 4 1 7.4 4 17.30 `' .17.4: 5 0.0 086 0, '"' 01,E 1 2 3♦56 4.86 . .6 3 1 0.90 Bldg 200 C069 0.22 0.90 0.20 0.20 5.00 6.70 1.33 420.00 419.75 19.00 0.0132 1 0.012 8 1.50 4.83 3.93 0.10 Bldg200 C068 0.22 0.90 0.20 0.20 _...... 5.00 6.70 1.33 41g.60 419.30 19 00 0.0158 0.012 8 1.64 5.22 3.64 0.10 Bldg 200 0067 0.22 ' 0,90 ' ' 0.20 ! Ci.2i1 5,0(3 1 6.70 1,33 418,90 418,60 19.00 €7.0158 0.012; 0.00 1_64 5.22 ,64 5,88 .....Bldg 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 3.49 9.23 0.38 w Bldg 1200 1-32 0.19 0.90 0.17 0.17 5.00 6.70 1.15 418.50 415.50 53.330 0563... 0.024 8. 1.55 4.85 10.09 Bldg 1000 1-28 18 0,90 0.16 0.16 5,00 6,70 1,09 418.50 415.50 64.16 0,0468 ! 0,024;x 8' 1.41 4,42 14.51 Bldg 1900 C054 ......,. 0.08 0.90 0.07 0.07 5.00 6.70 0.46 414.00 413.93 7.00 0.0100 0.012 8 1.30 3.37 2.08 C054 C053 0.00 0.90 0.00 0.07 5.03 6.69 0.46 413.85 413.55 31.66 0.0095 0.012 8 1.27 3.28 9.64 C053 C052 0.00 0.90 0.00 0.14 5.20 6.65 0.92 413.45 412.60 34.52 0.0246 0.012 8 2.05 5.65 6.10 0052 C051 0.00 0.90 0.00 '. 0,2i 5.30 :6.63 1.37 4'# 2.5fl 412.25 24.75 11.0101 ' 0.012 12 - 3.87 .45 4' , 5,57 C051 C050A 17.00 0,90 0.00 0.21 5.30 6.42 1.33 412.15 411.60! 43.26 (.0127 0.012' 12 4, 3 4 4'.73 9.14 C050A c05017.00 0.90 0.00 0.21.. 5.5:1 ,' 6.39 9,32 411.50 411.40' 12.71 0.0079 ' 0 012 12' 3,42 4.02 316 C050 1-19 11111111111111 ----0.00 0.90 0.00 0.53 5.59 6.38 3.39 411.30 410.75 63.66 0.0086 0.012 15 6.50 5.29 12.02 Bldg 1900 C053 0.08 0.90 0.07 0.07 5.00 6.70 0.46 414.00 413.65 7.00 0.0500 0.012 8 2.92 5.99 1.17 Bldg 1900 CC052 6104'' ,04 ' 0.90 I ' 0.03 0,03 5.00 � 6.70 ' 0,23 ' 414.00 I 413.05 i 120.?`5 i Q.(3 5 4 8 0.012 8 2.79 '. 462 4.49 Bldg 1900 C052 0.04 0.90 0.03 0.03 5.00 6.70 0.23 414.00 413.75 14.46 0.0173 0.012 8 1.72 3.36 4.30 Bldg 2000 C050 0.360.90 0.32 0.32 5.00 6.70 2.17 414.00 413.20 13.35 0.0599 0.012 12 9.43 9.65 1.38 Bldg'900 r 05 0.08 0.90 0.07 0.07 S,OQ 6.70 0,49 417.00 416,70 8.67 (7.0346 0.012' 8= 2.43 x.40 .,, . 1,61 CC759 C057 (3.00 0,90 0 fl0 0 .14 5, 03 ' 6,6 9 0 .97 416,60 416 2 0 ' 8.00 . 0 0,0500 6,012' 8 2 , 2 7 3 1.09 C057 C056 0.90 0.06 0.20 5.04 6.69 1.32 416.10 413.80 32.00 0.0719 0.012 8 3.50 9.26 3.46 C056 C055 _0.00 0.00 0.90 0.00 0.27 5.10 6.68 1.80 413.70 412.25 36.83 0.0394 0.012 12 7.64 7.82 4.71 C055 - 119 0.00 9 0 0 - 0.00 _._ . _......_. 2 0. 7 _.... ____. _.... 5.18 - 6.66 1.79 41 5 2.1- 410.75 2 8.66 _ 0 0488 __. _... 0.012 _ .__ _ .... _. 8 51 _ 8,41 _.. _........... 3 4 _. _ . .... __ __ ...... __. _....... - _...... .. 0.03 0.90 0.03 0.03 5.00 1 6.70 0.17 417.50 ---- 1 417.20 I 20.74 1 C 0.0145 0.012 1 1.57 2. 4 dg 2100 I-18 0.04 I 0.90 } 0.04 0.04 5.00 { 6.70 ) 0.24 415.00 } 413.00 31.74 , 0.0630 I 0.024 I 8 I_ 1.64 I 3.21 } 9.8$ dg 2200 C046 0.08 0,90 0.07 0.07 5.00 6.70 0.48 416.00 413.10 67.44 `0.0430 0.0594 O,t724` 8 1.35 3.50 19.29 cb46 C045 0.00 0.90 0.00 0.07 5.32 6.62o.48 2.77 413.00 412.00' 67.00 ' 0.0149 ' 0.0241111 8 0.80 2.36 28.43 C045 C(044 0,00 0,90 0.00 0.14 5.80 6.51 0.94 411.80 411.40' 38.00 0.0105 0.024' 12 1,98 2.47 15.37 C044 C043 0.00 0.90 0.00 0.56 6.05 6.45 3.60 411.30 407.40 110.00 0.0355 0.024 12 3.63 5.26 20.90 C043 1-33 0.00 0.90 0.00 1.00 6.40 5.25 5.24 407.35 407.00 14.50 0.0241 0.024 15 5.43 5.04 2.88 691300 0042 11.11 0.90 0.10 0.10 5.00 5,37 ' 0,53 412.00 409,05' '58.96 €1.0500 0.024 8' 1.46 0,77 15.63 C042 C041 0.00 0.90 0.00 0.10 5.26 5.34 0.53 408,95 408.10'' 78.95 0,0108 ^ 0.024' 8' 0.68 2,14 361.88 0041 C<043 0.00 0.90 0.00 0.27 5,88 6.49 1.75 408,00 407.40 34,26 ' 0,0175 0.024', 12 2.55 148 9,84 Idg 800 1 C041 ( 0.19 1 0.90 1 0.17 1 0.17 1 5.00 1 6.70 1 1.15 1 412.50 1 408.10 1 58.96 1 0.0746 1 0.024 1 8 1 1.78 1 5.41 1 10.89 ldg 1800 C043 0.19 0.90 0,17 0,17 5.00 6.70 115 412.50 409,00 58,96 ' 0.0594 0.024` 81 1.59 4.94 11.99 19.15 ,' 0744 0.46 0.90 0,41 I 0.41 5.00 6.70 ; 2.77 413.00 J 411,40 67,70 ' 0:0277 0.024= 12 3.21 4,57 12.62__ dg 2200 C045 0.08 0.90 0.07 0.07 5.00 6.70 0.48 415.00 412A0 61.88 0.0485 0.024. 8 1.44 3.62 17.10 CO23 1-37A { 0.0011111- 4 0.90 0.00 { 1.05 4 5.58 6.56 { 6.91 f 407.25 407.00 dq 1700 CO22 I 0.18 I 0.90 0.16 I 0.16 I 5.00 6.70 I 1.09 I 410.00 409.35 g lbuu G024 U.2U U.UU U.2b U 2b b.UU b.1U 1.1t) 4_1U.UU 4 1600 ! CO23 } 0.29 0.90 0.26 0.26 5.00 6.70 1.75 410.00 q 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 47.10 0.0053 0.013 18 7.65 4.90 19.15 0.0339 0.024 8 1.20 3.90 75.53 0.0086 0.024' 12 1.79 2,38 19.15 ,' 0.0261; 0.024 12 311 4.03 19.15 0.0862 0.024 12 5.65 6.33 9.62 4.92 3.03 REVISIONS REV DATE COMMENT J w O 7/16/15 PER COUNTY COMMENTS DRH 2 Ji JQ Oa W DRH T1y V 10/1/15 MINOR SITE PLAN AMENDMENT >�n i= 11/20/15 LETTER OF REVISION DRH 5 p > Z w AMENDMENT II DRH p� Opa w Z z~ p J.1 Q Lii x m r -y w O J w p ���1- J a �o W 00F-405 � 52 mt- (n Cl-3wlL W ♦ ***♦ o I U �a LL Q > W O Q a� oz�z> o0o -z Cc) > o ww - - 7 70 LL LUo I-YJF U= 7 0 m Z Q Z O '0 m H�N c,7Q0fUU0 o� <o a U a� w 44 w r <H u � - �> o w o, � wo o z U ua r K O W �T Nt ow H om mo U _ REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT DRH 4 11/20/15 LETTER OF REVISION DRH 5 1/29/16 AMENDMENT II DRH 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)LEA 1-800-242-1778) (VA 1-800-552-7001)(MD1-800-257-7777)(DE 1-800-282-8555) APPROVED O FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: N/A CAD I.D.: DL5 PROJECT: FINAL SITE PLAN FOR STH STREET STATION OVERALL PHASE 11 LOCATI0N SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMAIRLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:: (540) 349-4500 Fax: (540)349-0321 STORM COMPUTATIONS SHEET NUMBER: 12D ,i si r`'i /r,���t�� j. ���� « ?! i �.. ` 3 rt `.i r + � .,r �� jr` j r r �:;i s r ar ` r � J 3 r ! 3 t t ! / %� �< . / {r , , �..r /j i / r r / H' i',,'`J ��, 'i %� :�'` %� ,r �' ; � � `�.. ;� j: L {. ,. ,..� i r� .._ r' ° i' t � �'".� �w. _. _..«»� _. � � ', s �s 't, s 't i s °i i t 's '' y r ...___". ._. '_.__... ., �_._._. � l � __. __ r _ f \ v , ., f,, ,M1` ...«.� ri r J r t{ { _ _ ... 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'":,.1 a \ _ ', l \ \ ti MINI: / h I' � ' h FF �-41'4. <� h , E 67 ,., .� m- , �, . r- << A :, :. \ r a a +. h � V �h 1 s� ti \ w BLDG. 100 t^. // ,, „�: ,. , � � ..� � h `,\ ``+. ..� .. , ,. E oo h � w 1 5 A A i� .2 d .P': 1 ® 1 ✓ � � h t / c. .� ` d �' \ A 'y �.. --1 ,/ � . � .r ti �fz 1 � , E, e ,. a, a o <, 1 1 � i ,. , Imo. r ./ h h 1 \'� :1 S 4..� : .. e. .. n.n: :.. .: ..... .. , : .: 4 � r � � ........, ..:.. .......... , � .... ;; ,t J' ,.r ��r V4j .:.; ..,.. U 111 AVJLJLJ� A old �1 � ��/y /7��` � yI (y����{-�p ��.qa � � <; .r k::::. .:i , � ,. s fK RSL,. , � '^,,�� '�� '`S, .;.� `�. ^,�, �S h . / �— U�— �� � � V V d 11 � `LJ d �1JL� i� w —fit —�Sr —��—� i -k1— ; --. .. , ,. t /1'« 1 \ `�@; ��C'y� �j �:.k +. h`�h`* � �� `* �h h `e l `,, , h �. A, ,.+, )+nil ('r ;t' _ �.'.?:, ��i=' �\ h'� ` `7�� � '4. ., �.s QPH �2+��; `-.,., u..+ �'� . :. %[. ..✓ .::� .v ,:' i,r.� � f GL+ G..r 'Til .' C.�.i f�j Y:..: f t `.., ��'4 h �� ...* � h h h`h { � ".'-� ,' - QPH � r _ .. �' � --. ""�. '' .� y � �, . °, � ... , , '`�`., h '`�• ` ,`/ 2 QPH 2 PH :.�, .� ':�) '� � �, '':,. `� � .� �I � � � _ �-� ..� - `� � .:.moi �fi� =�-�� `. � � _ � `{. : t .__ - � , . � r � .�, r- s. � .. ,��r. F, :tea. . 40 20 1Q 0 40 1"= 40' L�c�]E��o GENERAL NOTE: ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 'ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION: SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIDILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITItJG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I F ONFORMANCE WITH LOCAL REGULATIONS AND CODES. 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A. 5. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATE -64) SHALL BE ELIMINATED. w� �W �W z 0� �z w 2 J F w W ?Qa e o��0pa � ZL]z �J t K�7 Lu 0> J w a o c !`�� 'S>W��a � � OOF-¢Os t Q mrcn'swd b ''� U c Cy-'� b w ¢ 4/ � 0 � d C � �^ 2 } � z c� r fi C� ♦ � ��� Cd } a J oz�z> b m � z Q � H Q O J H u �mz¢z t OHO=w � U) ¢SOU _ C ez b E—+ y� � � Gs � � y � a b �� MvTv-A ` v', ,��� � Fs F"�-i 4 C � � C � � F �' � `� � � 2 uf", c � � � � ` r�- b � b � - C,a - .;<�� 'Y 1 aJ 1'Ol y s�' :: / s, rJ{{� , ' - � F//J { / / -. 7/16115 {/ . { rf .. / Fe { �.,F� 2 3 f f //� ✓ J ! ' � fF' 3 1011115 {�l / ! / : � },,,J , "' .' 1, �. ��. r LETTER OF REVISION DRH 5 / Jf I { { t l�� -{ /iJ '/' ,' / , .' . / � / ✓ ,i+� r , , r / {/ 1 �.�--� . ,�{ //' .1!' ,� �,, ,:. / � �.. ��� e✓ J J/ J �� , ✓ y J�r' f , { f%` '\ h � ��/ ;; � ,tri ' � i + � �. ;�� i / � y' ��.. / i �` ' 1 � �V V.: �1 t I ... ', '..... .1 4,1 \ \.\\ Cr /y�' �' ,, 5; ". l \,\.4 .. "�:.� i r i '�.':: :::.:: .. .. .'.': ��. � 1, h \ \ h fy3 � 1 l \ / BLDG. 16© `C \ . I .var' � t .`.',,''" h � �t `� '+ `� � , .: :. i..�^ / ' t 4 •. l k Ohl FFE 4 1'5.33 1 � \ A `, 1'� ', ... , .. ,: \ ., E .h :. \ S , h ,, , �. ;... , 125 Q(}0 SF � ,� 1 � •,. '� ` �, v '� . _ .. _ f �.. .'S ... 5: � ". 4. 1 ,. `< 4 `p ,, ^5 Y � t I y ..�il ..lJiY. '":,.1 a \ _ ', l \ \ ti MINI: / h I' � ' h FF �-41'4. <� h , E 67 ,., .� m- , �, . r- << A :, :. \ r a a +. h � V �h 1 s� ti \ w BLDG. 100 t^. // ,, „�: ,. , � � ..� � h `,\ ``+. ..� .. , ,. E oo h � w 1 5 A A i� .2 d .P': 1 ® 1 ✓ � � h t / c. .� ` d �' \ A 'y �.. --1 ,/ � . � .r ti �fz 1 � , E, e ,. a, a o <, 1 1 � i ,. , Imo. r ./ h h 1 \'� :1 S 4..� : .. e. .. n.n: :.. .: ..... .. , : .: 4 � r � � ........, ..:.. .......... , � .... ;; ,t J' ,.r ��r V4j .:.; ..,.. U 111 AVJLJLJ� A old �1 � ��/y /7��` � yI (y����{-�p ��.qa � � <; .r k::::. .:i , � ,. s fK RSL,. , � '^,,�� '�� '`S, .;.� `�. ^,�, �S h . / �— U�— �� � � V V d 11 � `LJ d �1JL� i� w —fit —�Sr —��—� i -k1— ; --. .. , ,. t /1'« 1 \ `�@; ��C'y� �j �:.k +. h`�h`* � �� `* �h h `e l `,, , h �. A, ,.+, )+nil ('r ;t' _ �.'.?:, ��i=' �\ h'� ` `7�� � '4. ., �.s QPH �2+��; `-.,., u..+ �'� . :. %[. ..✓ .::� .v ,:' i,r.� � f GL+ G..r 'Til .' C.�.i f�j Y:..: f t `.., ��'4 h �� ...* � h h h`h { � ".'-� ,' - QPH � r _ .. �' � --. ""�. '' .� y � �, . °, � ... , , '`�`., h '`�• ` ,`/ 2 QPH 2 PH :.�, .� ':�) '� � �, '':,. `� � .� �I � � � _ �-� ..� - `� � .:.moi �fi� =�-�� `. � � _ � `{. : t .__ - � , . � r � .�, r- s. � .. ,��r. F, :tea. . 40 20 1Q 0 40 1"= 40' L�c�]E��o GENERAL NOTE: ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 'ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION: SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIDILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITItJG PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I F ONFORMANCE WITH LOCAL REGULATIONS AND CODES. 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A. 5. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATE -64) SHALL BE ELIMINATED. w� �W �W z 0� �z w 2 J F w W ?Qa e o��0pa � ZL]z �J t K�7 Lu 0> J w a o c !`�� 'S>W��a � � OOF-¢Os t Q mrcn'swd b ''� U c Cy-'� b w ¢ 4/ � 0 � d C � �^ 2 } � z c� r fi C� ♦ � ��� Cd } a J oz�z> b m � z Q � H Q O J H u �mz¢z t OHO=w � U) ¢SOU _ C ez b E—+ y� � � Gs � � y � a b �� MvTv-A ` v', ,��� � Fs F"�-i 4 C � � C � � F �' � `� � � 2 uf", c � � � � ` r�- b � b � - C,a - .;<�� 'Y 1 aJ 1'Ol y s�' REV DATE COMMENT BY 1 7/16115 PER COUNTY COMMENTS DRH 2 8 27 15 / I FOR APPROV AL DRH 3 1011115 MINOR SITE PLAN AMENDMENT1 DRH 4 11120/15 LETTER OF REVISION DRH 5 1!29/16 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) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY. JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: LS5 PROJECT: Jl' ���L � � Jl JLa ���� �" O��-}� �-v �j��H ��JlOI� ��� ��d v��®i�T�A` O�,�TW�T���LL �Hd 11� �l � Jl� ,_ L�(iCl�°I'�Ol� O]E` �1T'lE NORTH OF I-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMWRLE COUNTY, VA B►OH LER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 20 WARREMTON, VIRGINIA 20186 Phorne: (540) 349-4500 Fax: (540)349-0321 www. BohlerEngin Bering. com ��p��n pF f --- ..f t3 DANIEL R. HINES �' .� Lic. No. 043176 �; ��� 1129/16 � !� �� `S��NAi. E� ' SHEET TITLE: L�� � � ��� ��� SHEET NUMBER: ��� - ~ [ ` ' �----------------- EYE ooolid 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 %I— ORMANCE WITH LOCAl =11 11 —1- CODES .`/ ------------ ------------- ow . '~' � 120 SF `� /' | ' � ' . ��`~ ��`���~ ���������~ 1.SEE LINE TABLE ONSHEET 2BFOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED, WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3.THE CONTRACTOR SHALL REFER TDTHE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ONSHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ONSHEET 14A. 5. ALL SITE PLANTINGS OFTREES AND SHRUBS SHALL 8EALLOWED TOREACH, AND 8E MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." 8.N0TREES SHALL BEPLANTED WITHIN ANY WATER ORSEWER EASEMENT 7.VISIBILITY 0FALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (|NTERSTATE-S4)SHALL 8EELIMINATED. �� �� P��� w� REVISIONS REV DATE COMMENT BY 1 LL Lu� PER COUNTY COMMENTS DRH 2 � o� Z Lu FOR APPROVAL DRH 3 oz MINOR SITE PLAN DRH 4 � < Lu LETTER OF REVISION DRH � ���- cl2���� � �� < 0.� o � � � � r� 0. � P, -1 0o � - � a o �u E_j e REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/l/15 MINOR SITE PLAN DRH 4 11/20/15 LETTER OF REVISION DRH THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848) (PA 1-800-242-1776) (VA 1-800-552-7001) (MID 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION r'PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 111=40' 28BLACKVVELLPARK LANE, SUITE 2O1 VVARRENTON.VIRGINIA 2O185 Phone: (54O)3484500 Fax: (540) 349-0321 �l�ANDSCAPE | PLAN | SHEET NUMBER: 13D � � S oPS I I w - I BL G. 1,1001 --rr 8, 20 SF i FFG=424.50 I.. _ _ _ j� 2 SJR 2 SJR i- SJR ........... � . _- 3 .. ........... °w .................................} SJR - I I .................: 7 — r IN W11 N .r; MATCHLINE e SHEET 13" ................ ......... .............. ... .... C[c7 .................................... ........ .......... , ;., W. SJR 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 RESPONS{BILITY 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 wrl 0A 1' 10 1 - NOTES: 1. SEE LINE TABLE ON SHEET 2B FOR PROPERTY LINE BEARINGS AND DISTANCES. 2. STREET TREES ALONG BENT CREEK PARKWAY ARE PROPOSED WITH A SEPARATE ROAD IMPROVEMENT PLAN. 3. THE CONTRACTOR SHALL REFER TO THE TREE CONSERVATION PLAN CHECKLIST FOR CONSTRUCTION ACTIVITY NEAR THE TREE CONSERVATION AREAS. THAT CHECKLIST IS SHOWN ON SHEET 14A. 4. THE LANDSCAPE SCHEDULE AND COMPLIANCE TABLE ARE SHOWN ON SHEET 14A. 5. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." 6. NO TREES SHALL BE PLANTED WITHIN ANY WATER OR SEWER EASEMENT 7. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR (INTERSTATE -64) SHALL BE ELIMINATED. c SHEET KEY J LL W < J Q > 0 z= Q � w0zw�o EE U) 0.4 00 OrQO= �O 0 �' m�(n�ma �w ' to ♦****♦ ma 44 w a� U �a z LL Q > o w d k£ O2 D- a � Z D- T- oLLN > v w o <aLu � o z0 �> ow �J z Fi m>z0LU aN I=- zO�I-- w= �mz¢z --m OJO=W $ 0 MO I ao z a � o li 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 1/29/16 AMENDMENT II DRH I L THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAWARE 811) (WV 1-800-245-4848)(PA 1-800-242-1776) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: 1"=40' CAD I.D.: LS5 PROJECT: FINAL SITE PLAT FOR STH STREEET STATlON 0VEIRALL PHASE 11 LOCATION OF SIT°E NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA ENGINEERINGOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com y �— V DANIEL R. HINES .� Lic. No. 043176 O 1/29/16 �1{ 4NAL SHEET TITLE: ANDSCAPE PLAN SHEET NUMBER: 13E LANDSCAPE SCHEDULE e W EOI ANS SITE e FOR INFORMATION ONLY KEY QTY BOTANICAL NAME COMMON NAME SIZE LARGE SHADE TREE(S_) 671 RFFG 70 ARAF 17 ACER RUBRUM 'AUTUMN FLAME' AUTUMN FLAME RED MAPLE 2 1/2- 3" CAL. GD 2 GYMNOCLADUS DIOCUS KENTUCKY COFFEETREE 2 1/2- 3" CAL. QPH 16 QUERCUS PHELLOS WILLOW OAK 2 1/2- 3" CAL. QPP 12 QUERCUS PALUSTRIS PIN OAK 2 1/2- 3" CAL. TCG 17 TILIA CORDATA'GREENSPIRE' GREENSPIRE LINDEN 2 1/2- 3" CAL. ZSVG 57 ZELKOVA SERRATA'VILLAGE GREEN' VILLAGE GREEN ZELKOVA 2 1/2- 3" CAL. 121 32.7.9.9 (A) z THE FOREGOING NOTWITHSTANDING, A MEDIUM SHADE TREE(S) MINIMUM TREE CANOPY SHALL BE PROVIDED IN ACCORDANCE WITH THIS SJR 14 STYPHNOLOBIUM JAPONICA'REGENT' REGENT JAPANESE PAGODATREE 1-1 1/4" CAL. SMALL SHADE TREE(S) COVERAGE BY PLAT MATERIAL EXCEEDING FIVE (5) FEET IN HEIGHT AT MATURITY OF PSK 2 PRUNUS SERRULATA'KWANZAN' KWANZAN CHERRY 1-1 1/4" CAL. ORNAMENTAL TREE(S) SHALL BE IN CORRD WITH SECTION 32.7.9.9 32.7.9.4(A). SPECIFICATIONS FOR AAD 7 AMELANCHIER DOWNY SERVICEBERRY 1-1 1/4" CAL. CC 10 CERCIS CANADENSIS EASTERN REDBUD 1-1 1/4" CAL. CKM 24 CORNUS KOUSA MULTI STEM KOUSA DOGWOOD 6-T HGT. MV 5 MAGNOLIA VIRGIN IANA SWEETBAY MAGNOLIA 6-7' HGT. 46 TEN (10) PERCENT TREE CANOPY FOR A EVERGREEN TREE(S) COMMERCIAL, OFFICE, OR INDUSTRIAL 10 29 ILEX OPACA AMERICAN HOLLY 4-5' HGT. PIAB 35 PICEA ABIES NORWAY SPRUCE 4-5' HGT. PS 59 PINUS STROBUS EASTERN WHITE PINE 4-5' HGT. 123 EVERGREEN SHRUB(S) CPFA 28 CHAMAECYPARIS PISIFERA'FILIFERA AUREA NANA' DWARF GOLD THREAD CYPRESS 15-18" SPRD. EK:M 28 EUONYMUS KIAUTSCHOVICUS'MANHATTAN' MANHATTAN SPREADING EUONYMUS 15-18" ICHG 50 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 15-18" ICS 108 ILEX CRENATA'STEEDS' STEEDS JAPANESE HOLLY 15-18" IG 51 ILEX GLABRA INKBERRY HOLLY 24-30" JHY 46 JUNIPERUS HORIZONTALIS 'YOUNGSTOWN' ANDORRA JUNIPER 18-24" SPRD PXOL 14 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN CHERRY LAUREL 15-18" VR 55 VIBURNUM X RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 24-30" 380 DECIDUOUS SHRUB(S) RK: 117 ROSA `KNOCKOUT' KNOCKOUT ROSE 15-18" VGA 90 VIBURNUM CARLESII KOREANSPICE VIBURNUM 15-18" 207 PE.RENNIAL(S) CV'M 60 HS;D 320 LMI 671 RFFG 70 B+B 1,121 ORNAMENTAL GRASS(ES) PAIH 178 REMARKS AREA OF CANOPY B+B (SUBTOTAL) B+B 397 B+B 570 B+B 370 B+B 370 B+B 249 B+B 452 B+B 394 B+B 87 B+B 130 B+B 124 B+B 128 B+B 113 B+B 56 B+B 41 B+B 118 #3 CAN #3 CAN #3 CAN #3 CAN #5 CAN #3 CAN #3 CAN #5 CAN #3 CAN #3 CAN COREOPSIS VERTICILLATA'MOONBEAM' MOONBEAM COREOPSIS #1 CAN HEMEROCALLIS'STELLA D'ORO' STELLA D'ORO DAYLILY #1 CAN LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF #1 CAN RUDBECKIA FULGIDA'GOLDSTURM' GOLDSTURM/BLACK-EYED SUSAN #1 CAN PENNISETUM ALOPECUROIDES 'HAMELN' Ctaaaatty of Albetamig C'bmservatiaatt Plan, C cVklist — ` o be placed on Landscape Plans (flaraallan€ k, p l t` 484-111-297 for ccamplete 5p�eifacatiou ) 'l'ra;O 10 saved, urnits of do ring rbutsidv €Tri line W l.g a ntiaan Fane! pu of prowmis; a &ACIng.; GrWc rlimva � . mquiring tree welts or wail", I'm ca trc l `sLa auras iir€ frz ycYr�a4 the. ll aaat� sof All V00 to kit fav d 01all be im x and t€rah p ttt ail' 61bb h At A height Clearly visihk equipment opeui br& I� No gmAigsbt1i b h trey rnrking h teem imprrc; ;• l ldaa C;rautereaam. lr ptte er tirsra arlsi far Yte titttl rraea. ores staall lac rovimcd with the r-ontractor on .pita:. A.-tatuIp entfOperofW anti gW DWARF FOUNTAIN GRASS Ilims of Ire te, be «�4 a ved r 'rsrstt tea as iaa ar crd_ S kr t v e%_ Pequq.taaa Devices, � (S�a�h ztse�za:es sltail scot ��l':c�:ely atii�ca I'rces to lad s;avcd F irr s wre not 100, fe t of the Mpt"im of t 4m to bo steed, 7. Tax!& Tb"XIC rttrater aalls shall wow be s10ro4 willt to 10D fw of the 1riplinc of trc,es to hr saved, 9. -free 1k'am'.' a), wim fhc grokmd lc vel must be: rvsr al vi€hin the dripllrte of ra tae a Ile saved, a treat ao•elt ;shall Inc, pm pled "Ka€ad va imns to boat csCwl stabmimmd for approval, When. thegroEarttl latel lxmO he low rcd: wittt.i.ca the dd.pline as tree to 1v s>.awd, as tree watt sh;ll be, pmvi.&M-; and a r;onstruoian a. u il: submittfe l far apero v 4l under a€ lame,tr0 sbal'l bt "amnsiderodu tin talternafive when it % X-116pteditt Alecom;ary trot)cl ing will destroy feeder roots, Prrawdilve fen6ng shall be die last items rents viA during I& f"avi dersaaap.., l atat ae l treF Nati W tri taci in imedimly by ming, Amillzaation a olhct rziatrrsUrewommonded tty, treys lnli l:. NOTF); 1T JS °t" IF10 .,OPER'S RESP 7 NS1J3Li'1A' 1'O C;a FOR. WITH THE C'O`TRACTOR Oil TREE OSS RVA7'f t* raaxrnfwm, c rr«tnr,d r arorsa� 5A1106 Fop I GENERALNOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT NORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NO HFY 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 #1 CAN TOTAL AREA OF CANOPY 6,749 1,140 5,920 4,440 4,233 25,764 48,246 5,516 174 910 1,240 3,072 565 4,763 1,624 1,435 6,962 10,021 TOTAL PROPOSED CANOPY: 68,720 CO3IMPLIANCE C AXIDXT I C1011UNTY ZONING ORI PARCEL ONLY e FOR NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL ALLOWED TO REACH, AND BE MAINTAINED AT, MATL HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SH AND TREES SHALL BE PRUNED MINIMALLY AND ONL' SUPPORT THE OVERALL HEALTH OF THE PLANT. PROPOSED GREEN WALL PLANTINGS: FACE AND STEPS OF PROPOSED GREEN WALL TO BE HYDROSEEDED IN THE FALL WITH AN EXCLUSIVE MIX OF TALL FESCUE AND PERENNIAL RYE GRASSES (OR APPROVED EQUAL RECOMMENDED BY LOCAL LANDSCAPER). IN THE FOLLOWING SPRING, CONTRACTOR TO INSPECT THE VEGETATION ESTABLISHED ON THE WALL, AND REAPPLY A HYDROSEEDED MIXTURE OF EQUAL PARTS TALL FESCUE AND CROWN VETCH ON ANY SECTIONS WHERE VEGETATION DID NOT ESTABLISH IN ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL. w" ►M4 W �W z 00 PAW z J LL w a¢a > p _ 0 > p d �zC7zpJ wOJwQwp ;THw 00, 0= Q Ca F- CO LL d = w ♦����♦ 0 LL o � a = z r 00 �aw aJ OZOz> m>z00� <0 'n � 'n OJO=w U) a 0� U U 32.7.9.7 (B) DATE INTERIOR LANDSCAPING: EXCLUSIVE OF BY THE REQUIREMENTS OF SECTION 7/16/15 32.7.9.7(A) AND (C), AN AREA EQUAL TO DRH FIVE (5) PERCENT OF THE PAVED PARKING 8/27/15 AND VEHICULAR CIRCULATION AREA DRH SHALL BE LANDSCAPED WITH TREES OR F" SHRUBS. THIS SHALL INCLUDE ONE (1) crz LARGE OR MEDIUM SHADE TREE PER TEN 11/20/15 (10) PARKING SPACES OR PORTION DRH THEREOF, IF FIVE (5) SPACES OR MORE. 32.7.9.7 INTERIOR LANDSCAPING SHALL BE PARKING LOT LOCATED IN REASONABLY DISPERSED PLANTING ISLANDS OR PERIMETER AREAS. SHRUB PLANTINGS ADJACENT TO A LANDSCAPING BUILDING SHALL NOT BE COUNTED AS 0 INTERIOR LANDSCAPING. 32.7.9.9 (A) z THE FOREGOING NOTWITHSTANDING, A MINIMUM TREE CANOPY SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. "TREE CANOPY" OR "TREE COVER" SHALL INCLUDE ALL AREAS OF COVERAGE BY PLAT MATERIAL EXCEEDING FIVE (5) FEET IN HEIGHT AT MATURITY OF TEN (10) YEARS AFTER PLANTING. SELECTION OF SPECIES FOR PLANTING SHALL BE IN CORRD WITH SECTION 32.7.9.9 32.7.9.4(A). SPECIFICATIONS FOR TREE: CANOPY PLANTINGS SHALL BE IN COORD WITH SECTION 32.7.8.5(B). EXISTING TREES TO BE PRESERVED IN ACCORDANCE WITH SECTION 32.7.9.4(B) TOGETHER WITH TREES REQUIRED UNDER SECTION 32.7.9.6, 32.7.9.7, AND 32.7.9.8 SHALL COUNT TOWARD SATISFACTION OF THE MINIMUM TREE CANOPY. 32.7.9.9(B) TEN (10) PERCENT TREE CANOPY FOR A SITE TO BE DEVELOPED WITH COMMERCIAL, OFFICE, OR INDUSTRIAL USES. NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL ALLOWED TO REACH, AND BE MAINTAINED AT, MATL HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SH AND TREES SHALL BE PRUNED MINIMALLY AND ONL' SUPPORT THE OVERALL HEALTH OF THE PLANT. PROPOSED GREEN WALL PLANTINGS: FACE AND STEPS OF PROPOSED GREEN WALL TO BE HYDROSEEDED IN THE FALL WITH AN EXCLUSIVE MIX OF TALL FESCUE AND PERENNIAL RYE GRASSES (OR APPROVED EQUAL RECOMMENDED BY LOCAL LANDSCAPER). IN THE FOLLOWING SPRING, CONTRACTOR TO INSPECT THE VEGETATION ESTABLISHED ON THE WALL, AND REAPPLY A HYDROSEEDED MIXTURE OF EQUAL PARTS TALL FESCUE AND CROWN VETCH ON ANY SECTIONS WHERE VEGETATION DID NOT ESTABLISH IN ORDER TO ENSURE A PERMANENT VEGETATION IS ESTABLISHED ON WALL. w" ►M4 W �W z 00 PAW z J LL w a¢a > p _ 0 > p d �zC7zpJ wOJwQwp ;THw 00, 0= Q Ca F- CO LL d = w ♦����♦ 0 LL o � a = z r 00 �aw aJ OZOz> m>z00� <0 'n � 'n OJO=w U) a 0� U U REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 F" MINOR SITE PLAN AMENDMENT1 crz a 11/20/15 � DRH 5 1!29/16 AMENDMENT 11 DRH 0 z Q REVISIONS REV DATE COMMENT BY 1 7/16/15 PER COUNTY COMMENTS DRH 2 8/27/15 FOR APPROVAL DRH 3 10/1/15 MINOR SITE PLAN AMENDMENT1 DRH 4 11/20/15 LETTER OF REVISION DRH 5 1!29/16 AMENDMENT 11 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)(MID1-800-257-7777)(DE 1-800-282-8555) APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 02/20/15 SCALE: V" 40' CAD I.D.: LS5 PROJECT: FINAL SITE IPLANI- FOR 5TH 5TFR�,]E]E7[` PHASIE. liI LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 www.BohlerEngineering.com TH pF -- y v DANIEL R. HINES .0 Lic. No. 043176 gr '00� 1129/16 `Sl4NAi. rG CO, SHEET TITLE: ANDSCAPE IETAILS SHEET NUMBER: 14A