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HomeMy WebLinkAboutSDP201700002 Letter of Revision Letter of Revision 1 2018-05-09_z� J 9 L LL, 'X <4 z - Q Q a >zW= b o� 2z L,' 56 �zOZ=Si woJ��g _ �w�� s W LE r rER OF REVISION~ C � m�0-c~i�10a 3� n W O d z � z z LLJ w O 0 ZOz> a�LL O i=-QO�h m 0 z 5TI STRE.F-...T STAT � m } Z o � a °a°v� E �a ION z 4 H � `; aQ a, r4 H H P, 0,a tQ P N M U) n� U T-4 Ll Ill � 9 r-)1� � RA GHTI A NG rim w W REVISIONS TAX MAP PARCELS REV DATE COMMENT BY CONTACT INFORMATION /fA�'11 ON 6 2/12/16 LETTER OF REVISION DRH a�'Ay L 1 JLA I �JJi SY1 1 ti y 076M 1 -00-00-002AO 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT III DRH HEEFOR APPROVAL REF ER ENCES076Ml-OO-OO-OO2BO INDEX S� 9 8/5/16 AMENDMENT IV DRH ♦BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: SHEET TITLE SHEET NUMBER COMMENT REV. "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." 076M 1 — 0 0 0 0— 0 04A0 COVER SHEET 1 10 9!20/16 AMENDMENT IV DRH PREPARED BY: KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97-159 11 2/3/17 AMENDMENT V DRH DATED: MARCH 3, 1998 GENERAL NOTES 2 (REVISED JULY 8, 2003) 07700-00-00-011 EO SITE PLAN, LEGEND AND SPECIFICATIONS 3 12 3/15/17 FOR APPROVAL DRH *GEOTECHNICAL REPORT: "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PHOTOMETRIC PLAN 4 13 416/18 FOR APPROVAL EEN PREPARED BY: ECS MID -ATLANTIC, LLC PROJECT NUMBER: 28:1552 LIGHTING DETAILS 5 14 5/9/18 FOR APPROVAL EEN DATED: MARCH 29, 2013 LOCATION OF SITE CONSTRUCTION DETAILS 6 ♦ZONING APPLICATION PLAN AMENDMENT: 9901100N., —N "RMA001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET -AVON CENTER" NORTH OF I 64 BETWEEN O PREPAREDARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED AUGUST 31,2012) ♦FLOODPLAIN SPECCIAIA L USE PERMIT: 5TH STREET AND AVON STREET EXTENDED r. "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO PROJECT NUMBER: V122001 SCOTTSVILLE MAGISTERIAL DISTRICT DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. DATED: SEPTEMBER 21, 2012 (IN VIRGINIA, MARYLAND,, AND DELAWARE 811) (REVISED DECEMBER 14, 2012) (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) ♦CRITICAL SLOPES SPECIAL EXCEPTION: ALBEMARLE COUNTY, VIRGINIA "CRITICAL SLOPES Y:BOHLER EN" APPROVED FOR PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED; MARCH 5, 2012 CONSTRUCTION ♦ WATER PROTECTION ORDINANCE: �F��. FSTMo o ��.ys "WATER PROTECTION ORDINANCE - LANDFILL CAPPING PLAN" ��V pvwr �" [svE Y e�q °i , i Qe°y r °� IpOEao. iii PROJECT No.: V122001 RING. � >oo yo � ' v Qc � Q° $� � DDRAWCHECKED : JLP/CBC PREPARED BY: BOHLER ENGINEERING o� oo r " 00 0 PROJECT NUMBER: V122001 p o . qiF y �` *� " oq� nob DATED: DECEMBER 23, 2014 (REVISED FEBRUARY 6, 2015) s y°aeon¢ pa\Rx o . o >km' y oo� e HASO _ DATE: 05/09/1$ S7- nAvenue SCALE: AS NOTED VIL; vE VIEW o Park ♦ WATER PROTECTION ORDINANCE: g� st sJ 04 o qo RR; CAD LD.: SS14 "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" T �o�' y r a�4 w zE� PREPARED BY. BOHLER ENGINEERING 1V PROJECT NUMBER: V122o01 O�dLti .P °HP�N1oSs'v%�`Pfqi°d ti a PL S 4iulfaf eghhyyS'��5�q p �N �o= Icl6 PROJECT: tt � ANdINDATED. DECEMBER 19,2013 o�y (REVISED APRIL 10, 2013) Q LLf G N LETTER ♦ WATER PROTECTION ORDINANCE: �,� ta w u ° = A`s`'An 5 "WATER PROTECTION ORDINANCE - PHASE I FOR 5TH STREET STATION" 0 a7 OF� REVISION Nr PREPARED BY: BOHLER ENGINEERING SITE RRE PROJECT NUMBER: V122001 FOR DATED: NOVEMBER 26, 2013 (REVISED APRIL 17, 2014) zT T xit 12 ♦WATER PROTECTION ORDINANCE: W LHi 9�0TRS TT "WATER PROTECTION ORDINANCE PLAN - E&S PHASE II AND SWM/BMP DESIGN" GRE N ciy Frci� PREPARED BY: BOHLER ENGINEERING - ANION OVERALL PROJECT NUMBER: V122001 co . r S31 a4 yF o'" F2yc ° �vpiaJoriotSe urity C°mplee DATED: DECEMBER 13, 2013 (REVISED MAY 19, 2014) `� rA o ory�gs N �fi �v F9��dF r • e ur Co a ati' s PHASE 11 Cry ♦SITE PLAN - WEGMANS: 7$Q me� 5 S Oy fid, c!y F a a 94 n 9l ..''L FOxH°RNIA Yp �S© "� 7k, nGC,f-Ca C7 � "FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" C� Fy , s p�N err gh �< r I O'CA I'I OST OF SITE PREPARED BY: BOHLER ENGINEERING .KW'��rTj NORTH OF I-64 BETWEEN PROJECT NUMBER: V122001 '�3yo� � •�, � d 4 oy DATED: OCTOBER 30, 2014 st �� rc a o°M� agov3 5TH STREET AND �r 4 C) e AVON STREET EXTENDED ♦ROAD IMPROVEMENT PLAN: ��� "ROAD IMPROVEMENT PLAN FOR 5TH STREET STATION - BENT CREEK PARKWAY" " s�° l Etffpp SCOTTSVILLE MAGISTERIAL PREPARED BY: BOHLER ENGINEERING Ta PROJECT NUMBER: V122001 APPROVALS DATE ALBEMARLE COUNTY VA NdRId a DATED: NOVEMBER 26, 2013 (REVISED MAY 5, 2015) �`0 tpd0 D R n0 o T y, X Ca H F p DEPARTMENT OF COMMUNITY DEVELOPMENT T MHP Lake ° fu "` k K PLANNER/LONIN6 ♦ ROAD IMPROVEMENT PLAN: ° ENGINEER "ROAD IMPROVEMENT PLAN FOR FIFTH STREET AND BENT CREEK ROAD INTERSECTION" LOCATION MAP INSPECTIONS BOHLER PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 COPYRIGHT ADC THE MAP PEOPLE ARB _ ENGINEERING DATED: APRIL 26, 2013 (REVISED JUNE 11, 2015) PERMIT USE NO. 20602153-5 DEPARTMENT OF FARE RESCUE ♦ WETLANDS PERMIT: SCALE: 1"=2000' ALBEMARLE COUNIIY SERVICE AUTHORITY 28 BLACKWELL PARK LANE, SUITE 201 "VIRGINIA WATER PROTECTION (VWP) GENERAL PERMIT NO. WP4" VIRGINIA DEPARMEiN'I' OF TRANSPORT! -TION WARRENTON, VIRGINIA 20186 VWP GENERAL PERMIT AUTHORIZATION NO. WP4-13-1602 *OWNERS: ♦APPLICANT: HEALTH DEPARTMENT Phone: (540) 349-4500 AUTHORIZATION EFFECTIVE DATE: DECEMBER 11, 2013 AVON HOLDINGS, LLC 5TH ST. STATION VENTURES, LLC Fax: (540) 349-0321 AUTHORIZATION EXPIRATION DATE: DECEMBER 10, 2020 1209 NORTH ORANGE STREET 5B SOUTHWEST BROAD STREET www.BohlerEngineering.com PERMITTEE: S.J. COLLINS ENTERPRISES WILMINGTON, DE 19801 FAIRBURN, GA 30213 WE THE UNDERSIGNED DEV'ELOPER(S) UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE (770)692-8300 5TH ST. STATION VENTURES, LLC. CONTACT: DANIEL 0 TUCKER DOES NOT NECESSARILY INIDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. 5B SOUTHWEST BROAD STREET APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL LTH ISOVERN-I N G AGE N CYES FAIRBURN, GA 30213 VDOT APPROVAL PRIOR TO 'THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. O y ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT (770)692-8300 CONTACT: DANIELS. TUCKER 401 McINTIRE ROAD v� CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 V N YA R FAX: (434) 972-4126 ,.p Lic. No. 0402056625 UTILITYMS O kI ♦ ALBEMARLE COUNTY SERVICE AUTHORITYS'S .,,. 168 SPOTNAP ROAD ANAL CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 SHEET TITLE: E N G I N E E R I N G CCOVE17Z SHEEN' 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 SHEET NUMBER: GENERAL NOTE: Fax: (540) 349-0321 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT dhin es alb ohl eu'eng, com 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 INFt 111 TH LOCAL NN CONTACT: DANIEL R . H I N E S , P.E. I GENERAL NOTES: TES CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATION SCONTAINED HEREIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. ING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS IT 1. THE FOLLOW S E PLAN: • "SURVEY - "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC", KIRK HUGHES AND ASSOCIATES, MARCH 3, 1998, (REVISED JULY 8, 2003). • "TOPO BASE KHA.DWG", FIELD UPDATED AND VERIFIED BY KIRK HUGHES AND ASSOCIATES, RECEIVED APRIL 23, 2013. • "GEOTECHNICAL REPORT - "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS", ECS MID -ATLANTIC, LLC, MARCH 29, 2013 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/'SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (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 E REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO 'B CONSTRUCTED, AND ANY AND ALL et seq.) OR TH QU E CONS UC A AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED.. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND 3. PRIORTO STARTING CONSTRUCTION,S 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 IGEOTECHNICAL 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 VNORK. 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 NIEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEAN, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE VWORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONST -RUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSpCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE 7( 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 IP 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 S LOR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES TURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. GENERAL 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 OCCUPIATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING; ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. ADA INSTRUCTIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET • LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:30 (5.0%), ADA RAMP MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE 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 ANIS 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, U S STATUTES AND/OR ORDINANCES IT i H S 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 ENGINEERALL SH CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6, THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES, 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK ANY WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED 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 S OF LOCATIONS SAME ME 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 I ING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. 29. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR VDOT DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 30. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER, A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES CAN BE ADDRESSED. 31. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY 33. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY. REVISIONS REV DATE COMMENT BY 6 2/12/16 LETTER OF REVISION DRH U -F W 0 oz ¢� AMENDMENT III '}, v 8 6/30116 § 5 -6 P4p�>Opa 8/5/16 AMENDMENT IV DRH C,Qzof¢ 9/20/16 COMMENT REV. AMENDMENT IV z 11 2/3/17 �ozWgW DRH 12 3/15/17 6 DRH W J ,wIt1,g OOh,O= am s 44 j..� � 5/9/18 mF-ln>Wa 0® 3 Ig o �4, U) .0 ui w itU z IIiIIIIM4 W 0 , o � a z rk 9 " H P4 �,0 > <<LW' ez g. W Q ♦ 7) O�2 IL Q - o0 Ozyz> m>:zO� B og O mO=w wQ C.> U o. ♦ * * * * 0 0 0P4 coH W ao z �__ 0 C� cn H � � v a � B dZO W uzc7 rte -I - 0 O u � U �, -<, c� p � w � 7- � H QN cn � W 0 Tzz 0 0 0a g � Q a � � �m a fl p b C) 9 REVISIONS REV DATE COMMENT BY 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30116 AMENDMENT Ili FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REV. AMENDMENT IV DRH 11 2/3/17 AMENDMENT V DRH 12 3/15/17 FOR APPROVAL DRH 13 4/6/18 FOR APPROVAL EEN 14 5/9/18 FOR APPROVAL EEN Af 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: 05/09/18 SCALE: N/A CAD I.D.: SS14 PROJECT: LETTER FOR 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. B ohl erEn gin Bering. com F O v MN YAUMR - .p Lic. No. 0402056625 k. , 4� ,1 .�t►� 5/9/1$ `�., 11 s`r�©NAI. ti�G, SHED ET TITLE NC!/ JL E S SHEET NUMBER: 2 SPE01FICATIONS: fg �Iw RAQU& SLEEVES .41L ELECIRICAL WORK SAAUL CONrONM TO -THE 4EQUIRrW6_r4rS CIF THE 2011 EDYtION or ALL WIRE AND CA131 F SHALL BE INSTALLED IN CONDUIT. CONCEAL CONDUIT IN FINISHED PROVIDE WATERPROOF SLEEVES, AS APPROVED FOR ROOF, FLOOR, AND WALL THE NATIGNALI ELEGTRJOAL CODE WTTH LDDAL AMEKDMENTS, INGLIJOING STATE, 10OUfflY AND AREAS AND PROTECTED IN UNFINISHED AREAS. PENETRATIONS. ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS OR PARTrFIONS CITY ELE ff, RIC40- CODES, AND MiTHORMES H&IING JURISIIIC11�10N. SHALL BE SEALED TO PREVENT THE SPREAD OF SMOKE AND FIRE, THE FIRE RATING OF ELECTRICAL METALLIC TUBING (EMT) WITH SET -SCREW COUPLINGS AND FITTINGS. MAY BE THE PENETRATION SEAL SHALL BE AT LEAST THAT OF THE FLOOR OR WALL INTO WHICH IT AiL MOIPMENT SHALL BE NEW AND U.L APPIRO"iftiD, UNLESS SRECIFIZD�i Y WOED USED IN FINISHED AREAS. EMT CAN ALSO BE USED IN UNFINISHED AREAS WHERE IT IS IS INSTALLED. OTHERAMEE PROTECTED BY A COLUMN WEB OR JOIST SPACE. THE FOAM SEALANT SHALL MEET ALL OF THE FIRE TEST AND HOSE STREAM TEST ELECTRICAL DMWINCS ARE DIAGRAMMA11C. IT IS NOT WITHIN THE SCOPE OF DRAWINGS TO PROVIDE RIGID GALVANIZED STEEL CONDUIT IN AREAS WHERE CONDUIT IS SUSCEPTIBLE TO REQUIREMENTS OF ASTM E-1 19-73 AND SHALL BE U.L. CLASSIFIED AS A WALL OPENING SHOW All THE NELESSARY 9ENDS. OFPSETS., PULLLAUXES AND 0MRUnON-S. SlE AND PHYSICAL DAMAGE. PROTECTIVE DEVICE. LW-ATIDN OF EQUIPME14T AKD WIRING ARE SMYNN TO SCAiE WHERE P&SSIBLE� BUIT MAY BE 01,=RTED FOR CLARITY CN THE DRAWINGS. FINAL LOCANONS OF OUTLET'S AND SCHEDULE 40 PVC CONDUIT SHALL BE INSTAH ED BELOW GRADE. THE USE OF SCHEDULE IELEPHONE, SIGNAL DATA AND COMMUNICATIQU SYSTEM EQUIPMENT SHALL BE SHOWN IN ENLARCED DETAILS OR AS APPROVED Wf THE ARCHi"TECT. 40 PVC ELBOWS AND CONDUIT STU13-UPS ARE NOT PERMITTED. TRANSITION BETWEEN INgrALL NLV WOPK '10 CONFORM 110 'ME STRWCTURE� M-AINTAIN HE40RCOH. AND KEEP BELOW GRADE PVC TO RIGID GALVANIZED STEEL CONDUIT PRIOR TO STUB -UP INTO PROVIDE ALL OUTLETS AS SHOWN ON PLANS. WALL OUTLETS SHALL BE 4" SQUARE BOX. OPEN111114GIS AND PAS-WDEWAYS CLEAR. RUM TO THE ARCHITECTURAL DRAWiNnmg FOR BUILDING. 0 1 M POP, () ta. MINIMUM CONDUIT SIZE IS 3/4"C, UNO. PROVIDE CONDUIT FROM TELE/DATA OUTLET BOX PRIOR TO SUBlMffffNG A 811), CAREFULLY O(A-MINE THE SITE 7D BECOME FAMILAR WITH AJ -I CUT CONDUIT END SQUARE, REAM SMOOTH. PAINT MALE THREADED RACEWAYS WITH GRAPHITE BASE PIPE COMPOUND. DRAW UP TIGHT TO RACEWAY COUPLINGS. TO ACCESSIBLE CEILING LOCATION 'WITH A MINIMUM OF 6" STUBBED OUT AND TERMINATE Dfl-571110 CONDITIONS WITHIN THE 5 M�ll OF WORK. BY THE K.,T OF ISUBMITTIING A 1511% IT WITH INSULATED THROAT CONNECTOR. PROVIDE TIED OFF PULL WIRE. 35HALL HE UNDERST MID THAT SUCH AN ]EXAMINA11ON Hk9E BEEN COMPLETED. AND THAT PASS RACEWAYS OVER WATER, STEAM OR OTHER PIPING WHEN PULL BOXES ARE NOT HVAC CONTROLS ALLOWANCES IFOR THE EkSTING CONDITIONS HAVE EIFEEN W -DE. REQUIRED. NO RACEWAY SHALL BE INSTALLED WITHIN 3" OF STEAM OR HOT WATER PIPES, VERIFY WCATIONS OF ALL DLECTRICAL EQUIPMENT VATH AWRGHITEMDRAL. DRAWN -G-5, &LOW OR APPLIANCES, EXCEPT CROSSINGS WHERE RACEWAY SHALL BE AT LEAST 1" FROM PIPE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL CONTROL WIRING INCLUDING FOR CAFERHEA0 'PIPE% DUCTN_ AND MECHAUICAL EQUIPMENT. VARAMONS IN FIFEPRWFINr, COVER. CONDUITS, RELAYS, TIME CLOCK, CONTROL TRANSFORMERS, ETC., FOR ALL HVAC AND PLASTERING, WINDOW AND DOOR IRIM, PANELINO, HUNG CFJL!INGs' 4ND THE LIKE. 'WHEN RUN ALL RACEWAYS PARALLEL AND/OR PERPENDICULAR TO BUILDING WALLS. EQUIPMENT, UNLESS SPECIFIED OTHERWISE. LQUOUING REINES AND OLITLETS, CORRECT AW Wf3URA.12;Y RESULTING FROM FAILURE TO RD SO WRTHOU7 DWIENSC TO TRE fy6,NEFL ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ONLY POWER WIRING WITH SEPARATE RACEWAYS FOR CONDUCTORS OF NORMAL AND EMERGENCY CIRCUITS. DISCONNECTS, AS SHOWN IN ELECTRICAL DRAWINGS. 0009DINAIE WITH kL TRAOM INCLUDING ELECtRICAL REFEREWCES ON THE MAKE FINAL CONNECTIONS TO' MOTORS. VIBRATING EQUIPMENT AND WATER HEATERS WITH CONNEMIQN TO EXISTINQ WORK A112HITECTURAL DRAWIRG& RJR?4ISH AND INSTALL WIRING FOR EQUIPMENT PROVIDED BY' LIQUID -TIGHT FMC (FLEXIBLE METALLIC CONDUIT) AND CONNECTORS. DO NOT TERMINATE OTHER& 'WRINW INCLUDES FURNESKiNG AND iNSTA-IFIRG CONDUT, CADNIDUCTORES, BOXES1 IN OR FASTEN RACEWAYS TO MOTOR FOUNDATION. PLAN INSTALLATION ON NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE AND DISN.3KNECTS �AS SPECIFIED) ANrA mmm3 nNA-1 CONNE"ONS. MINIMUM INTERFACE WITH REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM SECURE AND FAY ALL PERMITS AND FEES NECESSARY FOR EXECUTION A414D COMPLETION MAIN TELEPHONE CONDUIT FROM EQUIPMENT ROOM TO BASE BUILDING TELEPHONE CLOSET SHUTDOWNS AFFECTING OTHER AREAS SHALL BE COORDINATED WITH BUILDING OWNER. SHALL HAVE WIDE SWEEP BENDS. OF EILEMIRICAL WORK, CONNECT NEW WORK TO EXISTING IN NEAT AND APPROVED MANNER. RESTORE EXISTING CUT AND PATCH EY4TING CONSTRUCTION WORK REQUIRED rOR P+E PROPER iN3TALLATION CONDUITS ROUTED TO ROOF SHALL BE ROUTED ALONG MECHANICAL PIPING RUNS AND WORK DISTURBED WHILE INSTALLING NEW WORK TO ACCEPTABLE CONDITION AS DETERMINED SHALL BE AS APPROVED BY 13UILDING OWNER. BY BUILDING OWNER. OF 'THE ELECTR[CAL W04KI ALL. PATCHINC SWLL BE OF THE SAME MATERIAL$, WORKMANSHIP, AND FINNSH AND SHALL MATCH ALL SURROUNUINO W.Ift INDICATE, USING MARKING PEN, PANELBOARD AND CIRCUIT DESIGNATIONS ON ALL CONDUIT DISCONNECT, REMOVE, OR RELOCATE ELECTRICAL MATERIALS AND EQUIPMENT AS NOTED AFTER COMPLEPON OF WORK UNDER THIS 5FCTfON. CLEAN UP RESULTANT OEM$ ROM HOMERUNS AND JUNCTION BOXES. AND AS REQUIRED BY CHANGES IN' CONSTRUCTION, ALL RACEWAYS TO BE ABANDONED THIS WORY, AND RViOVE FROM SHTE. CONDITONS MUST FRE �EBROOV-CLFANa, -CON DUCTORS. SHALL DISCONNECT WIRING AT LOAD (EQUIPMENT) AND AT LINE SIDE, CUT AND CAP, FLUSH TO SURFACE. DISPOSE OF ALL MATERIAL AND EQUIPMENT AS DIRECTED. ALL WIRE AND CABLE SHALL BE COPPER, SIZES AS INDICATED ON THE DRAWINGS. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AFFECTED BY THIS WORK. ALL FURNISH AND INSTALL, LIGHTNO FIXTURES AS SHOWN ON THE ELECTRICAL AND MINIMUM CONDUCTOR SIZE SHALL FIE #12 FOR POWER AND LIGHTING CERCUITS AND J14 REQUIRED WORK FOR TIE-IN TO THE EXISTING EQUIPMENT SHALL BE ACCOMPLISHED AFTER HOURS, THE EXACT DAY AND TIME SHALL BE DIRECTED BY OWNER, AND AT NO ADDITIONAL ARCHITECTURAL DRA'Wit;GS. ARCHt=UR-AL DRAWINGS TAKE PRECEDENCE FOP, FOVITURE LOCAT(ONt EUCTRICAL DRAWIWAS TARE PRECEDENCE FOR FIYTURE TYPE AND IVOLT#,�;F_ FOR 9-40NAL AND CONTROL CNRURTS. ALL #0 NWG WIRE AND URGER SHALL BE CHARGE. ALARM AND EMERGENCY SYSTEM SHALL NOT BE INTERRUPTED. GOORDIRATE FIXTURE HOLANGS. AND TRIMS WITH U -BUNG 7YFE. FRGYME REQUIRED STRANDED, ALL #10 AW, WIRE AND StMLLER SHALL BE ISOLID. INSULATIMI SHALL HE REMOVE ABANDONED CONDUCTORS FROM EXISTING RACEWAYS. CLEAN RACEWAY AS WCESS,OWES FOR C-FILINO T�fES. TYPE THWNtqHHN, 600 VOLTS. -TYPE 1`HWN/THHN INSUIA-1711011 %(AUL BE UW.D FOR ALL REQUIRED PRIOR TO REWIRING. BRANCH CIRCUIT 'MRING, BRANCH AND, FEEDER ABOVE GROUND aAALL BE THH01 (9617,1. FIXTURES WITH EMERGENCY BATTERY PACX "-ALL BE SIMILAR TO BODINE #H5m RANCH AND FZFEDER BEIDW GROUND SHALL BE THWN (75T)� TEMPORARY SHUTDOWNS WHEN REQUIRED TO BE MADE ONLY WITH WRITTEN CONSENT OF COORDINATE WITH FIX11JRE MANUFACTURER FOR BATTERY PACK 400WING. PROViDE OWNER AT TIMES NOT TO INTERFERE WITH NORMAL OPERATION AND AT NO ADDITIONAL UNSWITCHED SOURCE OF PDAER TO EMERGENCY RALUOST Or- SWiTCHABLE ]EMERGENCY RECESS -ED LIGHTING FIXTURES W HUNG CEILING SHALL BE SOPPLIED WfTH FLEARIE CHARGE. LIGHTS. METALLIC TDONDUff, IN LEND -IHS NOT EXCEED10 6 FEET FROM ADJACENT JUNCTION 150)(ES� !E51-AIN2_9V�ARAN ALL IFLUOR025CENT BkLASIS SER41NG 18 LAMPS SHALL 9E ELECTFCIMC� ADVKNCE OR RKMOITf COLOR CODING FOR WIRE AND CARLE SHALL EE AS 170)IaNS� 120,1208V - FQLAAJ- ALL FLUORIESUE34T BALLASTE F2-?-RMKG T12 LALYPS 13FIMI BF 1LEGIRONAENERD. RLACK, IRED� OWE, WRfTE FOR FHASES A, B, C AND NEU`TRAL� Rfif`EOTWELY. Z7TAROV UPON COMPLE71ON OF ELECTRICAL WORK, TEST FOR GROUNDS AND SHORTS, TO INSURE - BROWN, ORAUCE, YELLOW, WHITE FOP, PHASES A, B, C AND NCUT%hi., RF-SPE"VnY, PROPER OPERATION OF ELECTRICAL EQUIPMENT. REPAIR OR REPLACE FAULTY EQUIPMENT ;Lwjf_A&RQN_f4u_R1_wba AT NO ADDITIONAL COST TO THE OWNER. PIRWIDE GREEN INSULATED GROUNDING CONDUCTOR IN ALL CONDUIT AND RACEWAY ALL PANE-ROARDS !SHALL BE ENCLOSED TYPE� FLUSH OR SURFACE MciLDITED 44S TfSTEM% GUARANTEE FOR ONE YEAR AFTER FINAL ACCEPTANCE BY OWNER OF ALL WORKMANSHIP INDICATE% W STEVL CABINETS CODE GAUGE, WITH STEEL TRIM CONCEALED HIK10m, AND MATERIALS FURNISHED. 3C0N-iN-VC0H 04D FLUSH TYPE "ICKS, ALL KE�ED ALIKE, MANUFACTURED BY SQUARE 0. ro NECTcN LEAME WINE SUrMIENIVY LONG To PLNMt-r MAKING FINAi C N E I , 9: IN W,',VAAY CUTLER HAMMM 014 GENERAL ELECTRIC. MER III FEET IN WHICH WIR[MG IS NM INSTAUED, FURNISH RSH WIRE FIRE ALARM SYSTEM AU, BUSSIES� INaUdIDING' NEUTRAL AND GFROUND 8U% SHALL, BE MINIMUM 931%0 POLL NO THERMOPLASTIC WIRES AT TEMPERATURES LOWF.R THAN 32,11F (70*,, PRaVIVE EXISTING FIRE ALARM EQUIPMENT (IPULL STATION, SMOKE DETECTORS, WARDEN STATIONS, CONCUCTIVITf, HARD DRAWN COPF!R, SILVER OR TIN-PLATED JOINTS AND SIZEM ON THE CABLE SUPPORTS FOR WIRE IN RISER CONDUIT AS REQUIRED BY CODE- ETC) SHALL REMAIN OR RELOCATE TO NEARBY LOCATIONS TO ACCOMMODATE NEW 2ASIS Or 10D AMPERES OER INCIII C,8088-�-ECTIONAL AREA� RUSPSLES' 914-IALL 8E CONDITIONS. ALL WORK SHALL BE COORDINATED WITH BUILDING AUTHORITIES. FINAL ARRANGED FOR SEQUENCIM0 PHASING. LIT-�fflNG AND PaWER WiRING I'DIR (All LESS THAN 100 FEET SHALL BE #12 Alme, CONNECTIONS TO BUILDING FIRE ALARM SYSTEM TO BE DONE WITH BUILDING APPROVED PANELBOARDS SKALL IRE EQUIPPED WITH SCILT--ON MOLDED CASE CIRCUIT EIR"RERS OF UN6% WIRE SIZES SHALL K #10 FOR CIRCUITS GREATER TWN 100 FEET. NOT MORE CONTRACTOR. INSTALL NEW FIRE ALARM DEVICES AS INDICATED ON THE DRAWINGS AND AS THE IYPE. NUMBER OF FOLE-S, TRIP StZB, AS SHOWN IN DRAWINGS AND INTIERRUM.NG 714AN THREE LIGHTING OR CIDNIVENIENCE OUTLET CIRD.UrM IN ONE CONDUIT UNCI. REQUIRED TO PROVIDE A COMPLIANT, OPERATIONAL SYSTEM. C -AAA -217Y A-13 PER BUILDIKO REQUIREMEN7-n. ALL WIRES SHALL HE ICEOITIFIED BY CIRCUIT NUMBERS IN ALL CABINETS, BOXES, WIRING ALL WORK AFFECTING THE EXISTING BUILDING ALARM SYSTEM MUST BE PERFORMED IN f�QINETMS "LL BE OF SUFFICIENT SIZE TO ALWIN A GUITER SPACE OF AT LEAST 6" ON ' WOUGH, CR -HER ENCLOGURES, AT AIL SPUCES� TERMINAA014S POINTS, ETC STRICT ACCORDANCE WITH BUILDING RULES AND REGULATIONS. ALL DEVICES SHALL MEET SIDE& TOP AND BOTI`014� 'i ADA CRITERIA. REPLACE EXISTING DEVICES IF THEY DO NOT MEET ADA CRITERIA. , iUtxT_1&_N AND -PULL Bou _Q0TLET1 PROVIDE NEW DEVICES AS REQUIRED TO MATCH BASE BUILDING SYSTEM. PAC K BOXES 3FAi_1 HE CONVERUCTED OF OME GAUGI 'SHEET STEM- QkLVAM7_M MMS ALL OUtLET BOXIES 5AALL 'BE W= GAUGL. HOT DIPPIM GALVANIZZED SrAMPED STEFI � SHALL EE PRIMED FOR 171113H PAP111,N133 BY MHER& 50MITLEALS XCRS A14D TPAM SHALL rjkfj'H BE IN ONE PIECE SO DUSIGNATED THAT DOORS MLL OPEN OUTLET BOXES FOR RECEPTACLES AND SWITCHES IM DRY WALL PAR7110N SH*LL BE 40 MANUFACTURER'S CUT SHEETS AND, SHOP DRAWINGS OF THE FOLLOWING APPARATUS, 180 =REES. DOORS SRAI-1 BE FASTENED TO TRIMM 'WITH SEMI-CONCEA1110, 5, KNUnRLE STEEL WITH NONFEFROUS PINS, TRIMS, SHALL BE rASTIENED TO WK BOXES BY SOREWS. ., S%IJARE, 1-1/2' IANIMLIM DEPTH AND SHALL HE FITTED WITH SQUARE CORNERM DEVIVE5I COVERS AND DEPTH EOM TO THE DRY WALL. THICKNEM EECTIONAL BOXES ARIE NOT GIVING FULL DESCRIPTION AND OTHER PERTINENT FACTS SHALL BE SUBMITTED TO THE ACCEPTAELE. ARCHITECT AND ENGINEER. THEIR APPROVAL SHALL BE SECURED BEFORE APPARATUS IN A CIRGUff DIRE017DWI W7H METAL FRAME AND GLASSINE PABE 3�� BE PROVIDED ON QUESTION IS ORDERED, BUILT OR INSTALLED. THE INSIDE OF THE QOOR� UPON C)OMPLERION OF THE PROJEC',"T. THE DIRECTORY SHAUL dUNGRON AM PULL 3OXFq SK4_1 NOT KE EXPOSED IN FINISHED 9PAC WHERE 1. LIGHTING FIXTURES, LAMPS AND BATTERY PACKS BE riPEWRITTEN, INDICATING THE SEfMCE CONTROLLED BY EACH CIRCUIT MR NEW AND EXJSTJND PANLLBOARDS. NECESWY, REIROUITIE RACEWAY OR MAKE OTHER ARRANGEMENTS FOR CONMEALMENT., PROWDE PULL BOXES AS WERCATE0 AND WHE-WVffl NECESSARY TO MILMATE PULURG or 2. DISTRIBUTION EQUIPMENT (PANELBOARDS, DISCONNECTS, TRANSFORMERS, ETC) '41RE kN0 =PIDINAM, LOCATIONS W111H OTHER I RAtES, COVERS OF JUNVIION AND PULL 3. DEVICES (SWITCHES, RECEPTACLES, DIMMERS, FACEPLATES, ETC) fnWJP ALL CONDUCTM WIPAIN PANEL ENCLOSURE� DO NOT SPLICE CONDUCTORS 4,51"THIN BDY'S. SI -ALL SE ACCESSIBI.E. FGR EMPTY RACEWAY RLMS PRUVIDE PULL. KAES E'#TAY- 4. ELEVATORS PANEL ENCLOSURF- 101) FEET AND &I [NUCATE1 COORDINATE LOCAMONS WTH OTHER Till 5. FIRE ALARM DEVICES MID SYSTEM 6. OTHER EQUIPMENT AS SPECIFIED G,LFAfi, VACUUM, AND TIGHTIEN ALL CONNECTURS AND CONNECTIONS IN FASTING SET 80rXES 15,CqUARE AND TRUE WIFI-H IfUILDINGo FINISH. ERrECT WAIL AND SAIrmi'll 0urLE113 ELEOTPiCAL CQUIPMEN-T REUSED. IN AfiVANCE OF RIRRNG AND FIREPROOFING. ISFECURE TO UUILDING STRUCTURE By ADdUSTARLE STRAP IROPIS. END OF SPECIFICATION DISCONNECT SWiTCHES SHALL BE W, QB FUSqM OR NON-FUSED (AS NOMM OR REQUIRED) NEVA HEAVY DUTY EXTERNALLY OPEMMED WHERE NOT FURNISHED W(rA STARTIjNG , ONS INDIUATED FOR LOCAL WALL SWITCHES ARE: SUEOEC-7 MUDIFICABDIN& AX OR L,2ZATI T'D EQUIPMENT AND AT ALL OTHER POINTE REQUIRED IFY CODE FOES SAALL BE 9 Lf 531 MAN NEAR DIDORS INSTALL SWITr;H, ROADE COMPMTE H INCn7_ V M -FY F]Nk- DOOR HINGE p mi-Alrinpli DO mrl m mof^m Tft TFIA.'r TrILA .111 m I lmamlm t aIrfl-mr, OR GOUL11) CURREN7 LIMITING TYPE� MINIMUM IGO,= A10,, CJR.-CUIT BREAKER MINIMUM 10,=j AIC FOR 120/205V 5Y;-Wki AMID MINIMUM 14,M, AIC FOR 277�/450V Sf5mM, UND, FIRMU, E RAMEPLATES FOR Ad -1 ELECTRECAL EQUIPMENT. NAMEPLATES TO EE VIGR4VED 'TFIREE LXYER LAMINATED PLASTIC, WiHRE LIETTUS ON A BLACK MCKCROUND FOR EQUIPMENT 25D VOILTS AND UNDER, AND WHITE LETTERS ON A RED M-KGROUND -OR EQUIPMENT GVER 25D V0_L1%S. DLKEE-1 DUPLEX RECEPTACLES FOR WALL AND FLOOR CONVENIENCE OUtLM SRALL BE 2 POLL J WIRE, rGROUNDED, 20 AMPERF, NB$A GGINFIGURAMON 5-92-09� COLOR SHALL BE EA. -BE aULDIN04 ISTANDARD. FLUSH FIRE -RATED POKE THROUGH DEVICE SHALL HAVE A OUPLEX RECSPTACL�E R-AIED FOR 20 AMPERESS 1AffH IWO (2) FLUSH CAIEGGRY 5v ACXS WITH A r CORE HOLE SIM AND A SDUD BRA -55.5 FADEPLAT1. SINOLE POLE SWITCHES SHALL BE 20 AMPERE BASE BUILDING STANDARD AS APPROVED BY AK'HqECT, DEWCE SHAU� RE MOUNTED UNDEIR COMMON OWERMATE WHERE MU-THPLE DEVICCES ARE INDICATED. TOGGLE -SW!Tf-'H WITH OVERLOAD PlIOTEP-TON AND INDICATOR UGHT FOR ExHAU1317 FANE, SIMILAR TO A -LEN EIRA011Y GATALOB #6012-TAX4 HEATER ELF -4141". INDOOR, D9Y-rfFF,, VURILATED, CLASS �r INSULATED, 60 HZ, 11,5C RISE� PRIMARY TAPS. FOUR 2-1/92% ABOVE AND 2% BELOW� COPPEIR OR ALUMINUM MNDINrA. PA-tfD VOLTArIE, CAPACITY AS JNDICATED� TRANSFORMERS SHALL BE SQUARE D, GUTILER RkMMEF�, OR GFj4ERAL ELECTRiC, OUTLET AND JUINCMIDN BOXES S5114ALL NOT BE MOUNTED 2ACK-TO-WK. ASSURE bm MINIMUM 3-;FARATLON IN NON -RATED WALL& IN RA71,D WALLS, INSTALL BOXES IN SVARATE STUD MYS WI. A 24" MINIMUM SEPARAflft _040DIM, GROUND ALL CONBUITS-,, CAE11NETS, MOTORS, RANELS, AAD OTHER EXPOSED NDN-VURRS�ff cmiymo METAL, Pws or MCMCAL EQUIPMENT IN ACCORDANCE WITH ALL PIRWISIDN3 OF THE RATIONAL ELECTRICAL 0100E� OR CODES THAT MAY APPLY. RJA4DE ra?XUND WIPE FOR AU_ BRANCH CIRCUTING, MINIMUM #12, FOR 0tH CIRCUL THIS DOES NUT RELIEVE THE REQUIREMENT FUF GROCUNDING THE RACEIXf SYSTEM AND OUTILET DOYU OF LC4 TYPE RECM4k,%C,1'4 RR "IDE INSULATE() GROUNDING CONDUCTORS IN ALL CONDUITS, CROUND WIRE 'TO BE SIZED IN AOCORD"07F WITH NEC ARTMILEr 250.1-92. MUM � SECURE ALL SUPPORTS TO BUILDING STRUCTURE AS REGUIRED. 00 NOT SUPPORT FREW OFILING HANGERS, SUPPORT HORIZONTAL RUNS OF WETALLIC RACEWA". WN MORE THAN 10 FEET APMT. SUPPCRT M-EW9f RISERS AT EACH FLOOR LEVEL. RUN EXPOSED RACEWAYS PARALLEL WfN OR AT 81G�ff ANGLES -TO WALL, SUPPORT PANEL, JUNCTION, AND PULL BOXES INDEPENDENTLY TO BUILDING STRUCTURE WITH NO WEIGHT BEARING ON RACIEWAY. A -H ANCHDRE, FASTENERS, CLAMPS, ETC�, SHAIL BE k1ADE DF STEEL AND SHALL NOT CONTAIN ANY LDD, 14W0. PLASTICI, EM. AREA OF WORK 'Z�7 �47 7 4, �2 -�k i L 4; A. A; il,V f R7F A 4 -1 Pe ELECTRICAL LEGEND HA -1,3,5 HA -1,3,5 ADJACENT TO ARROW INDICATES HOMERUN OF CIRCUIT 1,3,5 TO PANEL HA. SLASH MARKS INDICATE THE NUMBER OF #12 CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORS ARE REQUIRED BUT ARE NOT SHOWN. NO MARKS INDICATE TWO #12 CONDUCTORS AND ONE #12 GROUND. NUMBER(S) AND LOWER CASE LETTER(S) INDICATE CIRCUIT AND SWITCH LEG DESIGNATION, RESPECTIVELY CAPITAL LETTERS DESIGNATE FIXTURE TYPE. NOTES: 1. ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICES UNO, AND SHALL BE THE MOUNTING HEIGHT USED, UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS. 2. ALL SYMBOLS INDICATED IN THIS LEGEND MAY NOT NECESSARILY BE USED ON THE PLANS. 3. REFER TO SPECIFICATIONS FOR DEVICE AND EQUIPMENT SPECIFICATIONS. 4. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF LIGHTING FIXTURES. 5. MOUNTING HEIGHTS FOR LIGHT SWITCHES, RECEPTACLE, FIRE ALARM DEVICES, AND ETC., COMPLY WITH A.D.A. DO NOT VARY THESE DIMENSIONS. 6. REFER TO ARCHITECTURAL PLANS FOR EXACT DEVICE LOCATIONS AND DIMENSIONS. RECESSED OR SURFACE MOUNTED FLUORESCENT FIXTURE, SHADING INDICATES EMERGENCY FIXTURE FLUORESCENT STRIP FIXTURE - MOUNTING AS INDICATED, SHADING INDICATES EMERGENCY FIXTURE 0 0 RECESSED OR SURFACE MOUNTED DOWNLIGHT, SHADING INDICATES EMERGENCY FD(TURE WALL MOUNTED FIXTURE, SHADING INDICATES EMERGENCY FIXTURE SURFACE OR RECESSED DIRECTIONAL FIXTURE CEILING OR WALL MOUNTED EXIT SIGN, ARROWS DENOTE DIRECTION OF EGRESS, DARKENED QUADRANT INDICATES FACE DIRECTIONAL LANDSCAPE FIXTURE 0 0- CEILING OR WALL MOUNTED JUNCTION BOX, HEIGHT AS INDICATED 0= DUPLEX GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE - 18" AFF NEMA 5-20R WP*= WEATHERPROOF DUPLEX 20A GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE - 36" AFF EQUIPMENT AS NOTED CONDUIT INSTALLED CONCEALED IN WALLS AND/OR ABOVE CEILING CONDUIT INSTALLED CONCEALED IN/OR BELOW FLOOR SLAB OR BELOW GRADE CONDUIT INSTALLED EXPOSED CONDU17 TERMINATION, STUB -OUT WITH THREADED OR SET SCREW CAP NON-FUJSED DISCONNECT SWITCH - RATING/POLES/ENCLOSURE AS INDICATED (ie.: 30/3/3R) FUSED DISCONNECT SWITCH - RATING/POLES/ENCLOSURE/FUSE AS INDICATED (ie.. 60/3/3R/40) PANEL BOARD - SURFACE OR FLUSH MOUNTED FT -1 TRANSFORMER, VERIFY LOCATION WITH CIVIL/ARCHITECT ? A J, LEGEND NOTES - PROVIDE 70 Z"tIPHASE TRANSF�RMER, GEIW�OAgf. SEE LECEND NOW. 2FOR PRIMARY-NIRE SEE. Zklt) ffifffifffili m Al N MA MA MA Y m f A OVERALL SITE PLAN SCALE: NONE Av ,:��,­EXIISTING POLE MOUNTED LIGHT TO REMAIN. FEED NEW LIGHTING FROM EXqnNG 48OV/1PHASE CIRCUT IN MILE. i0 r`1 AkI � JITE t"LAIIN LIGHTING - 1 j so'ka-F., I �, = 3W-06 1 LIGHTING FIXTURE SCHEDULE TWIE "I)FACIVAN CAIOLW 4110et YOU LAMP yoult.0 ww_ 17 WS HA SONARAY FL-famo-w7mi Eiamx 6p 480 49DR-53-ST37 POLE NOTE I NOTES: 1. LI.C+17 FWTQRE5 TO BE SUPPORTS TO BE 10' 44LVAN12ED RIGID CONDUIT. SUPPORT FROM PRIVATE CUARD RAIL SUPPORT RMTS WITH U SDILTS ANG BEAM CLAMPS AS REQUIRED- INSTALL 0) 1111TAE] ry Z -HOLE METAL SIRAP ON CAP SLUCX OF RIETAWING WALL FOR HCRUZOWAL Lf � AR" LKI"SION TO BE S' FROM THE WALL ABBREVIATIONS: ACT ABOVE COUNTER TOP AFF ABOVE FINISHED FLOOR AIC AVAILABLE INTERRUPTING CURRENT C CONDUIT E EXISTING EC ELECTRICAL CONTRACTOR EDF ELECTRIC DRINKING FOUNTAIN ER EXISTING TO BE RELOCATED EX EXISTING TO BE REMOVED FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL GFCI GROUND FAULT CIRCUIT INTERRUPTER GIL GENERAL LIGHT MRS MOTOR -RATED SWITCH N NEW NIL NIGHT LIGHT; UNSWITCHED, "ON" 24/7 SER SERVICE ENTRANCE RATED UNO UNLESS NOTED OTHERWISE SHEET3 TRM' CSF -E, '5064 Roswell Road Suite D-301 I 14 11 Sandy z�prtngss, GA 30-342. Voice. 770.3"IM400 Fax,.- 770.319.7499 'af's 4�%Klmvpnt Is ire �imrit E-nom-Trq ILC_ qvii N 1wLv.,*w6 An Iriftami i� &H h Awy fy um wM ft 9�9 p4)nl vA bokw� AS ii�ip Seal - P, 2- 7_1 i ppI -V %T r 1 .6 Of WON— Project 5TH STREET STATION - MURAL LICKING CHARLOTTESVILLE, VA Client: Sj. COLLINS ENTERPRISES 5 SW BROAD STREET FAIRBURN, GA 30213 Print Record: KeWsions: Drawn By: Checked BY: Sw-L 11AVIL Date,, job No.: 03-0-0 '11, vi wl; Sheet Title - 'SITE PLAN - LEGEND AND SPECIFICATION No.: RELFASSID POR CONSTRUCTIQ9 ARM grEXTENSION IS S' FROM U1.41L Plan View Scale - I` = 5ft 12' on centers Current View + 0-4 + + 0-7 +7 1-4 J + 1-4 13 10-8 +, 21 :9 + 2.7 2 8, Z9' 4, U17 + 2) + + 6.6 + 5 -13-3 'flu + 31.6 24, 1) 14 ..9 + 2, 39 + 4- 9 M T7 + -6.6 1.7 + + 17 122 36�Q 29 7 + Al + 1* 3. 1 "I'll I f4 fit 8.- 44�8 + 1 318-6 43 t —8 + 14-9 + 1 19 l, 62,7. t 42A W 2� 12 s) + 112.E 1 3,0 , -38 tko 8.7 3l 2-2 + 3 0 1 �2 + 53" K + r13 1 �4 33.3 29z,-4 + 744 47 1 i i, 54 -U, 1'3 7 54,- 6r,-4 , 110 23 7 + I C 12.8 531 114, F�i () ,3 , �3 11 'a1. K 11.2 + -6. + 4 7 0 -22 ll� 03 3 �04 + + 43.3 + 116 4,7 142 -56 5 24 15A + 411 23-7 1419 311 70-2 423 + 1+ 68 54.6 12-8 114 34* + ML 13 + 14A 57,2 37,1), q,, 3 4, 5, 1TO + 5 15� "Q' mo 14A 8m 13 'S ...... ...... 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V 7 -103 207 2C, 21 6. 6 + + �4 13.1 1713 + !7,',5 v; a 133 4� 17,9 24,5 + 1 33 )o -o 29-13 + 21 + 13"a 3, i9,9 212 2'�, 9 29" + 2640 + 2 2 'r 4,3 + 2 F 2 Z. 55 27�2 2 .8 i_6 25.2 + + 20,1 117 17:4 2j3 14 �2� 9 224 24,7 + 21 .Si T: 1:7 + z ls1.5 + 22.6yjj+ 21* 17A + 14. 1 + r; 2" 15 + 183 + 4, + 18,9 1, 1 13 + 18.7 +17:9 14-8 + 17A + 15,3 + 12, SHEET 4 PLAN 4vM-,W-vm Desigiier + — + 14A , 16.3 + 16-11 4 15.3 12.7 137 1 �,rA + + X4,1 11 + 131 + 1141 + 13,1 12-4 j 13,4 + +A 147 V X12.4 Izip. 11.0 #°. - + 11:4 97 + + 0,5 + + 7,13 + SHEET 4 PLAN 4vM-,W-vm Desigiier Fw Reach F Fruen k; .ern arulf"*' n:wunaircs provide --a dg' -,L Dfiqht where 'yc -i R,.r1,-yy,ubl1j Puwur 5u l'7 ma ,,es m� 'In"Ellam e s�ms,!rl and easy. 11 iaka5 c�-dy 15ye, minwP _q id It; S-+ n rEPIOCe F wwrir urfil jpqlifin ' (I main'. wiL acrd im"'y niirwricing Lj,,E-- L*4fiine af L�,e fixAge, ,All 0 r-.-E.'nimum ch") and CATAL-;-;G,4�, PRf IF',T rer GOWMENTC-� Saft Spray ,fei'atant, rormskt@ !e'�w0nt: ptrice-iii-:1- ih �,Iimfic%wud Injulmoro,:, urt 1',u 1%VU!, sink •)Ihur co,mp,,nents, !he se f.rureE �-an w0l�Owa6 cofra� MAI. "'nwim".irvats. fhemal managernen- uxl"('fllk'u� I q llb.il I i:zjn. YM; jusl 3:S Weil zm iho v -,!t - operabng lemperalures �,,p to 4bC ( 1 1.fl. -awon -a Rqbtjml' P milve Uwe E141*1911 Fhe robust der,,:Qn provi-jes m, 112 of 615, E14I1:.•, md ;hok clzsd vik;Wkx-' m. i' urfr'% maArig th.Qrr - rupable, Im s --and up ta - Eind pefsEvere 4mwrunrnurr',*, EXPLORER LED AREA LIGHTING 3210M. Am GN 930NAMAY Specifications. Nkdei Ntj-: FL -5320 ,V,aiedal: Aluminum H',ousing Czklr'. I-LRil1x, Flronz,? Dd-jer. BJLI-111 I qr"n Volt'qqe; AC-1,20-2TTV, 5,T6,3Hz Powuv Raclow � 0.G Optriling Tempprattwe� Aft "C-,4 5"ir; AQi F -+'1 0"F Lif,31im?0,rffAm IF, REVISIONS REV DATE COMMENT u- 6 2/12/16 LETTER OF REVISION DRH 7 Ldof AMENDMENT III DRH 8 6/30/16 I AMENDMENT III FOR APPROVAL 181�1 9 8/5/16 AMENDMENT IV DRH 10 0 R 1 § E<E 0 :2 Gi COMMENT REV. AMENDMENT IV DRH Z 213/17 AMENDMENT "U Zo z 12 3/15/17 FOR APPROVAL DRH 13 LvS FOR APPROVAL 44 LE8 0 �F FOR APPROVAL m 0 o, 0, 5Z fl 5�DO@ 9-0 ----------- -------------- 13,�28jj7G ------- PHI 11 FL - 320 - ^,; ED L 3211 x'2040, 1p"z-60 4 34 i?t 1 SV -90 59"JU ;t 7Q 7 L V 34 0 O < 2 < 0 , eg 0 "t >- ---------------------------------------------------------------------------------- 0♦ SW <� < C) :2 0- ---J, >- LOCATION OF SITE Of 0 1 0 z �4 in z ----air.-4 ------ -- z .......................... 5000 >: 0z T- z u- Pu IS 8, P� 13 2,(29.1 4*,— NORTH OF 1-64 BETWEEN '<" <- z � 0 320 A'�'4m' 9 13? UO) � 01 5 LLU) C-1 11412934 5TH STREET AND Acces,3orb-s AVON STREET EXTENDED Ci os z SCOTTSVILLE MAGISTERIAL Ay 11kV I!!) !Wr P4 <�mo Z 0 � I I P, z 9 -F rT I Ti ALBEMARLE COUNTY, VA �4 IF, REVISIONS REV DATE COMMENT BY 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 I AMENDMENT III FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 COMMENT REV. AMENDMENT IV DRH 11 213/17 AMENDMENT DRH 12 3/15/17 FOR APPROVAL DRH 13 4/6/18 FOR APPROVAL EEN LE8 --------------------------------- FOR APPROVAL EEN 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) L A APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP/CBC CHECKED BY: DRH DATE: 05/09/18 SCALE: N/A \.CAD 1. D.: SS141 PROJECT: LETTER OF REVISION FOR (d it I i gh t Rn o I i o n www.sonarayied.com 21131: 7 1)',3COI!,,l (H01 DING- j. LT471 All bghty, rr--',PrvFd. All cr,-mpan.-- qr!,,.l pfrdwi mvles aria vadpwazrks m reps -Me red Tademarxs of thezr msp RrWe: awr.w.Spe.-,.Tc-w',iom: 'arr U,jRct !,-; rhnnqa without %-'ersicn ,.t. F'dlited 4.C1 7AI).1 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 TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 WWW.BohlerEngineering.com -T14 O-"rn W ri RKN YAUT;ER - 7 .0 Lic. No.. 0402056625 '0 5/9/18 SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: �7 Herr Nn P owo r L4mjn41U'q Lwm�npws cplar CRf 130arn, wRight Flux Effirmcy Tgrnparmurn Angim 5TF1 STREIFT ;vj; -174) kknldb) STATIC; "N(C)VEIRAL] --------------------------------- 320 24 4L2 --------------------------------------------- fl 5�DO@ 9-0 ----------- -------------- 13,�28jj7G ------- PHI 11 FL - 320 - ^,; ED L 3211 x'2040, 1p"z-60 4 34 i?t 1 SV -90 59"JU ;t 7Q 7 L V 34 11 ?, 8, f, cj 1j';;"29.1 ASE , eg ---------------------------------------------------------------------------------- LOCATION OF SITE ----air.-4 ------ -- 3 3,83S ------------------- .......................... 5000 7 0 62 --------------- 13 2,(29.1 4*,— NORTH OF 1-64 BETWEEN '* FL-3320--h-W7501, 320 A'�'4m' 9 13? "-,70 843 11412934 5TH STREET AND Acces,3orb-s AVON STREET EXTENDED Light DIsVibutlGiv. Curve SCOTTSVILLE MAGISTERIAL Ay 11kV I!!) !Wr I I -F rT I Ti ALBEMARLE COUNTY, VA (d it I i gh t Rn o I i o n www.sonarayied.com 21131: 7 1)',3COI!,,l (H01 DING- j. LT471 All bghty, rr--',PrvFd. All cr,-mpan.-- qr!,,.l pfrdwi mvles aria vadpwazrks m reps -Me red Tademarxs of thezr msp RrWe: awr.w.Spe.-,.Tc-w',iom: 'arr U,jRct !,-; rhnnqa without %-'ersicn ,.t. F'dlited 4.C1 7AI).1 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 TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 WWW.BohlerEngineering.com -T14 O-"rn W ri RKN YAUT;ER - 7 .0 Lic. No.. 0402056625 '0 5/9/18 SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: �7 EX. GUARDRAIL I—BEAM (TYP' PROP. 24"X8" STEEL RESTING PLATE ALLOWING LIGHT FIXTURE ARM TO REST ON TOP OF RETAINING WALL (TYP.) PROP. 1/4" GALVANIZED—` AIRCRAFT CABLE, ANCHORING LIGHT POLE FIXTURE TO GUARDRAIL I -BEAM PROP. SONARAY 'EXPLORERALUMINUM LED AREA LIGHT FIXTURE (MODEL FL-5320-W750L) a� STEEL PLATE DETAIL .cl PROP, 2" STEEL TUBING SUPPORT ARM FOR LIGHT FIXTURE EX. GUARDRAIL I—BEAM (T)IP.) NOT TO SCALE NOT TO SCALE Or GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TC THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN Nk FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. i EX. CH,4/NLINK FENCE. (CONTRACTOR TO CUT HOLES IN FENCE AS NEEDED TO ALLOW STEEL SUPPORT ARMS TO PASS THROUGH NOT TO SCALE 14" DRILLED HOLES ?) 5/8" STEEL -BOLTS EX. RETAINING WAL L EX. GUARDRAIL PROP. 1/4" GALVANIZED AIRCRAFT CABLE PROP. 2" STEEL TUBING SUPPORT ARM FOR LIGHT FIXTURE (2) PROP. 5/8" STEEL U -BOLTS ANCHORING SUPPORT ARM TO GUARDRAIL I -BEAM (TYP.) PROP. 1/4" GALVANIZED AIRCRAFT CABLE, ,ANCHORING LIGHT POLE FIXTURE TO GUARDRAIL EX. CHAINLINK FENCE (CONTRACTOR TO CUT HOLES IN FENCE AS NEEDED TO ALL OW STEEL SUPPORT ARMS TO PASS THROUGH) PROP. 2" STEEL TUBING SUPPORT ARM FOR LIGHT FIXTURE PROP, 1/4" GALVANIZED AIRCRAFT CABLE, ANCHORING LIGHT POLE FIXTURE TO GUARDRAIL I -BEAM PROR SONARAY 'EXPLORERALUMINUM LED AREA LIGHT FIXTURE (MODEL FL-5320-W750L) EX. RETAINING WAL L PROP. 24"X8" STEEL RESTING PLATE ALLOWING LIGHT FIXTURE ARM TO REST ON TOP OF RETAINING WALL (TYP.) EX. GUARDRAIL I—BEAM (TYP.) (2) 5/8" STEEL U -BOLTS ANCHORING SUPPORT ARM TO GUARDRAIL -BEAM EX. GUARDRAIL —EX. FOOTING (APPROX. 4 ' IN GEOGRID) FX. GRADE PROFILE VIEW NOT TO SCALE FOR GUARDRAIL DEEP, WRAPPED AlL 1 /L NIZED , ANCHORING )RE TO IF REVISIONS REV DATE COMMENT J � 2/12/16 LETTER OF REVISION DRH 7 W J gig DRH T� 6/30/16 AMENDMENT Ili FOR APPROVAL a 9 8/5/16 AMENDMENT IV DRH 10 �Z 'COMMENT REV. AMENDMENT IV DRH 11 2/3/17 AMENDMENT V W D_ W am 3/15/17 FOR APPROVAL DRH 13 ooW-ao= FOR APPROVAL W H (D (D� FOR APPROVAL LL CL 3i8 ♦....♦ W v tiRo a o o aaJ 0 -0 -z o� Z OZYZ> Z� 1 Z°_l v= omo=W U) alYOU �W o H ..... m �a 0 c!2 9w cc Q u Q a� PIA _ W IF REVISIONS REV DATE COMMENT BY 6 2/12/16 LETTER OF REVISION DRH 7 5/25/16 AMENDMENT III DRH 8 6/30/16 AMENDMENT Ili FOR APPROVAL DRH 9 8/5/16 AMENDMENT IV DRH 10 9/20/16 'COMMENT REV. AMENDMENT IV DRH 11 2/3/17 AMENDMENT V DRH 12 3/15/17 FOR APPROVAL DRH 13 4/6/18 FOR APPROVAL EEN 14 5/9/18 FOR APPROVAL EEN 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: 05/09/18 SCALE: N/A CAD I. D.: SS14 PROJECT: LETTER OF REVISION FOR 5TH STREET TATION 0VERAL PHASE ISI LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA :1 J 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 www.BohlerEngineering.com TH p� Y: ,p Lic. No. 0402056625 F10 5/0/18 NAI. SHEET TITLE: CONSTRUCTION I DETAILS SHEET NUMBER: IN