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SDP201800061 Plan - Approved Minor Amendment 2019-11-07
I I 3 5 I E I C 0 t• DRAWING INDEX General C5.1 * EROSION & SEDIMENT CONTROL DETAILS AND SOILS G1.0 COVER SHEET C5.2 CONSTRUCTION DETAILS C5.3 CONSTRUCTION DETAILS Civil C6.0 PRE —DEVELOPED CONDITIONS C6.1 POST —DEVELOPED CONDITIONS C6.2* STORMWATER NARRATIVE AND WATER C0.1 LEGEND AND NOTES QUALITY CALCS CO.2* EROSION & SEDIMENT CONTROL NOTES C6.3—C6.4* HYDROCAD ROUTINGS AND WATER C0.3 OVERALL PLAN QUANTITY CALCS C1.0 EXISTING CONDITIONS PLAN C2.0 DEMOLITION PLAN Landscape C2.1 * PHASE 1 ESC PLAN C2.2* PHASE 2 ESC PLAN L1.0 LANDSCAPE PLAN C3.0 LAYOUT AND MATERIALS PLAN L1.1 LANDSCAPE NOTES & DETAILS C3.1 GRADING AND DRAINAGE PLAN Electrical C3.2 RETAINING WALL CROSS SECTIONS C4.0 STORM PROFILE C4.1 STORM PROFILE AND CALCULATIONS E1.0 ELECTRICAL SITE PLAN C5.0* EROSION & SEDIMENT CONTROL NOTES E1.1 ELECTRICAL DETAILS AND DETAILS E1.2 ELECTRICAL SPECIFICATIONS SHEET MOVED TO STANDALONE VSMP PLAN SET PER REVIEWER REQUEST SHEET NOT INCLUDED IN THIS SITE PLAN DOCUMENT MINOR AMENDMENT - PROPOSED CHANGES THIS MINOR SITE PLAN AMENDMENT PROPOSES THE EXPANSION OF THE EXISTING PARKING LOT TO INCLUDE 15 ADDITIONAL PAVED PARKING SPACES, CURB AND GUTTER, UNDERGROUND STORMWATER TREATMENT SYSTEM, A RETAINING WALL, RELOCATION OF EXISTING GAZEBO, ADDITIONAL LIGHTING, AND NEW LANDSCAPING. PROJECT ZONING DATA PARCEL NUMBER: 07800-00-00-015CO ALBEMARLE COUNTY ZONING CLASSIFICATION: HC - HIGHWAY COMMERCIAL PROPOSED BUILDING MAXIMUM HEIGHT: N/A ALBEMARLE COUNTY MAGISTERIAL DISTRICT: RIVANNA DISTRICT FEMA FLOOD INSURANCE RATE MAP: ZONE X; AREAS TO BE DETERMINED OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN MANAGED OVERLAY DISTRICTS: ENTRANCE CORRIDOR, STEEP SLOPES FRONT SETBACK: 10' FROM R/W SIDE/REAR SETBACK: PRIMARY STRUCTURES SMALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. PARCEL ACREAGE: 4.772 AC PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED CODES VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2012 DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - 1992 NATIONAL ELECTRICAL CODE - 2011 ADA STANDARDS - 2010 LOCATION MAP (NOT TO SCALE) CONTACTS 01'T C OWNER: A Albermarle County Service Authority Alexander J. Morrison, P.E. Senior Civil Engineer 168 Spotnap Road Charlottesville, Virginia 22911 PH. (434) 977-451 1 ext. 116 FAX (434) 979-0698 amorrison@serviceauthority.org ENGINEER: Dewberry Engineers Inc. Kevin Pennock 4805 Lake Brook Drive Suite 200 Glen Allen, Virginia 23060 PH. (804) 205-3338 FAX (804) 290-7928 kpennock@dewberry.com ALBEMARLE COUNTY SERVICE AUTHORITY OPERATIONS CENTER EXPANSION .A. Is P I ARKING LOT EXPANSION SDP201800061, Mi"nor Site Plan Amendmeni FORMER SITE PLAN APPLICATION NUMBERS BEING AMENDED: SDP 119300001, SDP201500013 ALB MARL COUNTY, VIRGINIA SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION i APPROVAL ❑ REVISION ❑ BIDDING ❑ RECORD ACSA PROJECT NO.: 2017-07 VICINITY MAP SCALE: 1" = 260' A,'Aolr submdtal yP Reviewed and Approved by the Community Develop,Lne;tA Department Date------���`----------- File#_ -- ------ Signatwar� APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING 11 " f s 111701 ENGINEER ` b INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUrFE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) >.1 4-� H � 0� �0 > N � [--+ w C� ►��-a z v 0 0 U 0 � w °° U � o w 0 N � a � Q V) �p* ♦9� SEAL �AL'I'1t KPVfNANTfl0NY PENNOCK LIc. No. 037U23 �e)� ,s r 6111 6F AL E� � '."'.41s KEY PLAN SCALE 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DATE MV OCTOBER 2019 TITLE COVER SHEET PROJECT NO. 50075660 SHEET NO. G1*0 LEGEND 2 3 GENERAL NOTES m 5 GENERAL NOTES (CONT'D) I E E C 0 -" EXISTING UNDERGROUND ELECTRICAL LINE oHE EXISTING OVERHEAD ELECTRICAL LINE G EXISTING GAS LINE ss EXISTING SANITARY LINE SD EXISTING STORM LINE UGT EXISTING TELEPHONE OHT EXISTING OVERHEAD TELEPHONE EXISTING TREELINE W EXISTING WATERLINE - - - - - - 618 - - - - - EXISTING CONTOUR (� EXISTING POWER POLE [S EXISTING SWITCH ET EXISTING TRANSFORMER -( EXISTING SITE LIGHT EXISTING WATER VALVE CB CB EXISTING STORM INLET O(EX 1 ® EXISTING MANHOLE 5D �qi t�- EXISTING FIRE HYDRANT ® EXISTING WATER METER EXISTING FENCE EXISTING FENCE EXISTING SIGN EXISTING TREE OCO EXISTING SANITARY CLEANOUT .� PROPOSED LIMITS OF DISTURBANCE PROPOSED LIMITS OF CLEARING DEMOLITION (HARDSCAPE) x x x x v __v_ x DEMOLITION (UTILITY/SITE FEATURES) xTREE DEMOLITION 620 PROPOSED MAJOR CONTOUR 618 PROPOSED MINOR CONTOUR -�` PROPOSED STORM LINE PROPOSED MANHOLE 0e PROPOSED CLEANOUT ................ ............... PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE �® PROPOSED RETAINING/SEAT WALL PROPOSED SIGN I VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES 3.01 SAFETY FENCE SAF 3.05 SILT FENCE SFx X 3.07 INLET PROTECTION P(D 3.08 CULVERT INLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING (NS1 3.35 MULCHING 3.36 BLANKET MATTING 3.38 TREE PROTECTION (TP) TP GENERAL 1. THE "MISS UTILITY LAW" REQUIRES THE CONTRACTOR TO CALL (1-800-552-7001) AT LEAST 3 WORKING DAYS IN ADVANCE OF THE PLANNED WORK TO ALLOW TIME FOR MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT EXCAVATION BE COMPLETED CAREFULLY. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY, INCLUDING ON- AND OFF -SITE MATERIALS STORAGE, AND JOB SAFETY. CONSTRUCTION WORK AND MATERIALS SHALL COMPLY WITH LOCAL REGULATIONS, COMMONWEALTH OF VIRGINIA REGULATIONS, AND CODES, AND O.S.H.A. STANDARDS. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT, STATE LAWS AND REGULATIONS, AND LOCAL REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 5, WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORMS EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPEC IFIICATIONS. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE ;SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS, DO NOT BEGIN WORK WITHOUT APPROPRIATE PERMITS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE INOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC., AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 9. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL FOR UNIRORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 10. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 11. N T EVENT THAT SUSPECTED CONTAMINATED SOIL GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURIN D I HE N S R,G EXCAVATION AN CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY (SMELL), OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 12, CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS, AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO THE OWNER. 13. DAMAGE RESULTING FROM CONSTRUCTION LOADS AND EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 14. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO ON -SITE AND OFF -SITE AREAS, AND SHALL BE RESPONSIBLE FOR REPAIRING RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 15. THIS PROJECT DISTURBS LESS THAN ONE ACRE OF LAND AND DOES NOT FALL WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) UNDER THE JURISDICTION OF THE EPA. 16. THE CONTRACTOR SHALL ADHERE TO ALL TERMS, CONDITIONS, AND REQUIREMENTS AS OUTLINED IN THE VSMP GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 17. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AND PROTECTED WITH SAFETY AND/OR EROSION CONTROL MEASURES. 18. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE DAMAGED STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER, AT THE CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL COST TO THE OWNER. EXISTING CONDITIONS 1. BASE PLAN: THE PROPERTY LINES, TOPOGRAPHY, AND EXISTING SITE FEATURES SHOWN WERE PREPARED BY OTHERS AND PROVIDED TO DEWBERRY BY ALBEMARLE COUNTY SERVICE AUTHORITY. DEWBERRY PERFORMED A LIMITED TOPOGRAPHY SURVEY IN APRIL 2018 IN THE AREA OF THE RETAINING WALL. SITE WAS LAST VISUALLY INSPECTED IN SEPTEMBER 2018. 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON DATUM NAVD 88 AND NAD83 FOR HORIZONTAL CONTROL. 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 2. CONTRACTOR SHALL ADJUST AND/OR SAW CUT EXISTING PAVEMENT AS NECESSARY TO ENSURE A SMOOTH TRANSITION AND MAINTAIN POSITIVE DRAINAGE, 3. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS. 4. ANY PROPERTY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR, PAID BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER, LAYOUT AND MATERIALS 1. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES, 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 3, DIMENSIONS ARE FROM FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 4. CURB RADII ARE 5 FEET TO FACE OF CURB UNLESS OTHERWISE NOTED. 5. CURBING SHALL BE VDOT STANDARD UNLESS OTHERWISE INDICATED ON THE PLANS. UTILITIES 1. THE LOCATIONS, SIZE AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN PUBLIC RIGHTS OF WAY. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE(S) FOR THE RESOLUTION OF THE CONFLICT. CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. RIM ELEVATIONS FOR SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: a. PAVEMENTS AND CONCRETE SURFACES: FLUSH b. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH c. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 4. THE LOCATION SIZE, DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT 5. CONTRACTOR SHALL COORDINATE, AND MAKE ARRANGEMENTS FOR, AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE AND/OR GUY WIRE RELOCATION/ALTERATION AND ADJUSTMENT OF ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITY COMPANY. 6. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCTBANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 7. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO TOP OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED UTILITIES. 8. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTOR 72 HOURS IN ADVANCE OF START OF WORK AND RECEIVE INSPECTOR APPROVAL BEFORE 9. UNDERGROUND UTILITIES SHALL BE INSTALLED, INSPECTED AND APPROVED BY GOVERNING AUTHORITY OR OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 10, ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 PSI. 11, CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH STATE AND LOCAL REGULATIONS AND SPECIFICATIONS WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 12, CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR GOVERNING AUTHORITIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO OWNER POSSESSION. 13. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS OF PRIVATE UTILITIES. 14. PROVIDE DETECTABLE WARNING TAPE (4" MIN. WIDTH) OVER ALL NON-FERROUS PIPE. FOR DIRECTIONAL DRILL APPLICATIONS, CONTRACTOR SHALL INSTALL #4 AWG TRACER WIRE. TRACER WIRE SHALL TERMINATE TERMINATE AT ACCESSIBLE STRUCTURES AT DIRECTIONAL DRILL START/TERMINATION POINTS, DRAINAGE 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 2. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 3. PRIOR TO JOB COMPLETION, STORM PIPES SHALL BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS BUILD-UP. 4. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED OR KOR-N-SEAL CONNECTIONS TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 5. ALL RCP STORM PIPE SHALL HAVE 0-RING GASKETS FOR WATER TIGHTNESS, SCHEDULE 40 PVC SHALL HAVE SOLVENT WELD JOINTS. HDPE SHALL HAVE DUAL WALL SMOOTH INTERIOR WITH GASKETED JOINTS, 6. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL HAVE TRAFFIC RATED (H-20) FRAME AND COVERS AND COVERS SHALL BE LABELED "STORM SEWER". 7. SET DRAINAGE BASIN, INLET RIMS, AND INVERTS OF'SEWERS, DRAINS AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND DRAINAGE PLANS AND PROFILES. CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE. 8. ALL STORM STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND VDOT STANDARDS, THE MINIMUM DIAMETER SHALL BE 4 FEET. 9. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO TOP OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED STORM SEWER. 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIIFORM MORTAR INVERT FROM INVERT IN TO INVERT OUT PER VDOT IS-1 DETAIL. PLANT PROTECTION 1. TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. 2. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN T-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER. c' 3. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. 4. REPLACE TREES AND PLANTS DAMAGED BY CONSTRUCTION OPERATION WITH ONES OF SIMILAR SIZE AND APPROVED BY THE OWNER. TREES LOST OR DAMAGED SHALL BE REPLACED ON AN INCH FOR INCH BASIS. FOR EXAMPLE, AN 8-INCH TREE CAN BE REPLACED BY TWO (2) 4-INCH TREES. ALL REPLACEMENT TREES SHALL BE 1.5" CALIPER OR LARGER. COORDINATE WITH OWNER FOR EXACT TYPE AND LOCATION OF REPLACEMENT TREES. EARTHWORK AND COMPACTION 1. 90% COMPACTION SHALL BE OBTAINED FOR ALL LANDSCAPED AREAS. 95% COMPACTION SHALL BE OBTAINED FOR ALL OTHER FILL AREAS, INCLUDING UNDER SIDEWALKS, ROADS, PARKING LOTS, UTILITIES, AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. ALBEMARLE COUNTY GENERAL NOTES 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 MATERIALS AND CONSTRUCTION METHODS SHALL CONFIRM TO CURRENT SPECIFICATION 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 ARES ARE TO BE FERTILIIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, THE LESSER SLOPE S OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFIRM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ACSA GENERAL WATER AND SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 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 ALBEMARLE COUNTY SERVICE ,AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO (PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ellw Dewberryo Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) O W U CIO � E-1 (-��p W 0r0 U �-, O w O N � Q �Ibgy#+���� SEAL iVA LT 11 At .4 0 - KE14 VIN ANT110NY PENNOCK > Lic, No. 037023 �0,'T10,YAL V, KEY PLAN SCALE 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE MNM OCTOBER 2019 TITLE LEGEND AND NOTES PROJECT NO. 50075660 SHEET NO. Co's i 1 2 3 4 5 6 jille'T' n E 0 C /r PARCEL 07800-00-00-016�(0 PANTOPS PARK, LLC (D. B. 3098, PG 198) ZONING- NEIGHBORHOOD MODEL LAND USE., COMMERCI7 TOTAL ACRES. PARCEL 01800-00-00-016AO 103 SOUTH PANTOPS DRIVE LAND TRUST (D. B. 1584, PG. 9_lpT ZONING. vez . 41 '13" E ROU L 50. lY B•t93.377A: E j ---- I � � I 44, I HQ➢ FfAC£ 1 �o PARC 07800-00-00 1580 / Y LEE BAUMGAR DONNA G. BAUMGARON / f (D.B, 881, PG. 426) Z01VING,• HIGHWAY COMMERCIAL LAND USE - TO 1A / 1RGH ROD TpA(p 5' RETALNING WALL ENCROACHMENT EASEMENT D. B. 4080, PG. 132 f PARCEL 07900-00-00-01500 CROWN MOTORCAR COMPANY L, Z. C. PARCEL 07800-00-00-015E0 (D.B. 3617, PG. 475) FLOW 1313 R/CHMOND, LLC ZONING- H/GHN/AY COMMERCIAL ZONING- B. 2809, PG. 149� LAND USE.• COMMERCIAL ZONING- HIGHWAY COMMERC/AL TOTAL ACRES- 1.77 � LAND USE- COMMERCIAL TOTAL ACRES- 0.69 Al W " E 37517' /RF - w -------- — — — —� --- I I — / / I / / I MAINTENANCE/' f l l 15' & 30' ELEG'TRIC EASEMENT STORAGE COMPOUND /' // D. B. 1379, PG. 25 SHED 1 / / I M ACsA BUILDING I / / I / / I gCsq ST / BVIL ORgGE '1 DING I o � v Zz� �21 4' CPP 4' CPP r�6o\�� v cJPP-�Jp��'p Cj GJ Q MANAGED \\ STEEP SLOP p� A EA PARCEL 07800-00-00-015C5 / VIRGINIA LAND TRUST (0.8. 4509, PG. 599) NAIL / / ZONING.- HIGHWAY COMMERCIAL '�-o, FOUNe / LAND USE, COMMERCIAL � TOTAL ACRES- 0.70 NAIL FOUND PARCEL 07800-00-00-015 / PAIVTOP5118J LAND TRUST / (D. B. 1258, PG. 271) ZONING- HIGHWAY COMMERC, LAND USE.• COMMERCIAL / TOTAL ACRES.- 1.28 / STY. FRAME HOUSE // 'XS5 23�' PARCEL 07800-00-00-015AO ✓ ALBEMARLE COUNTY / / I SERVICE AUTHOR/TY ZONING- HIGHWAY COMMERC/AL /i LAND USE.- RES/DENT/AL -SINGLE FAM/L Y PARCEL 07800-00-00-015GO TOTAL ACRES, 1.41 / R05ARIO A. DURAND ANN R. DURAND, TRUSTEES i (DO. 1846, PG. 160) ZONING., HIONWAY COMMERCIAL I LAND USE- RESIDENTIAL-S/NGLE FAM/L Y I TOTAL ACRES- 1.02 I 1 PARCEL 07800-00-00-01500 ✓0HN D. AND 1AN10E S: L/NKOUS (P..9 1025, PG. 239) 1 ZONING- H/GHWAY COtifMERC/AL I L 4NO USE, COMMERCIAL TOTAL ACRES.- 1.27 PARCEL 0780 ✓OHN D. AN,--- (D.B. 1025, PG. 239) ZONING. HIGHWAY COMMERCIAL LAND USE,- COMMERCIAL TOTAL ACRES- I.38 SPRINVCENT£L EASEMENT IJ92, PG. 478 J PARCEL 07800-00-00-015CO AL8EMARLE COUNTY SERVICE AUTHORITY D.B. 1240, PC 287 *AREA=4772 ACRES REFLECTIVE OF 0.246 DED/CATED 9-24-2014 1168 SPOTNAP ROAD NEW SIDEWALK AND STAIRS (SEE SEPARATE STAIRWAY ACCESS PL. L.O.R. TO SDP2015-13 APPROVAL DATE: 1 PARCEL 07800-00-00-014CO I S & 8 REALTY VENTURE, L.L. C. (0.8. J408 PG. 096) ZONING- HIGHWAY COMMERCIAL LAND USE, SEMI—PUBLIC TOTA_/ ACRES- 0.47 1 I PARKING SUMMARY (ADMIN AREA) I I EXISTING PARKING: REGULAR PARKING SPACES: 76 ADA ACCESSIBLE: 4 TOTAL SPACES: 80 PROPOSED PARKING: I REGULAR PARKING SPACES: 91 ADA ACCESSIBLE: 4 TOTAL SPACES: 95 �,. REQUIRED PARKING: 68 Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) W V) �^ _(:D W A-, V) U x 0 w 0 W � U � O � Q V) bpi 490 SEAL ��L'r!1 U� C� � KEVIN ANT14ONY PENNOCK > l LIc, No. 037023q ■ �fiE' 1 ������ 1 4v Ix KEY PLAN SCALE 0' 30' 60' GRAPHIC SCALE 1" = 30' 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE OVERALL PLAN PROJECT NO. 50075660 SHEET NO. C003 1 7 d f� rz IN 11 1 L I■ I _• Dewberry Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 80,1.290.7957 (PHONE) 804.290.7928 (FAX) n^l W O o C'o W 0-, CO � >o W`�Q C1jE�'wC� � z o � o � W 00 U 0-i o W 0 N � Q SEAL m�ALTt1 U�$ KEVIN ANTIAONY PENNOCK y Lic. No. 037023 % 6S. of bf KEY PLAN SCALE 0' 10' 20' GRAPHIC SCALE 1 .1. = 10' 3 10/29/19 HCG FINAL EASEMENTS 2 01 /28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE TITLE OCTOBER 2019 EXISTINIG CONDITIONS PLAN PROJECT NO. 50075660 SHEET NO. C I'm o 1 7 1� d f� F M C r I fe'l• Dewbexry0 Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) �y W o 0c) U a o ® N W � � Q V) b4* SEAL ��� i, tuL`I'!! KEVIN ANTHONY PENNOCK ' Lic. No. 037023 C;s KEY PLAN SCALE 0' 10' 20' GRAPHIC SCALE 1" = 10' 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE DEMOLITION PLAN PROJECT NO. 50075660 SHEET NO. C2,90 1 i 1� A !; n FM Fl C r a 41 Dewberry Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) >-, -4-�"! O� O ��0 H rT 00 U N W � � Q SEALLT11 U� $ SIG (KEVIN ANTI IONY PENNQCK � Uc, No. 037023 4 04*1&+40 KEY PLAN SCALE 0' 10' 20' GRAPHIC SCALE 1 "' = 10' 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18'DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE LAYOUT AND MATERIALS PLAN PROJECT NO. 50075660 SHEET NO. C3,,O 1 9 `q /1_ r— n_ C I C 1 ■ I Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) rr Z D `+ + Z F Q<O< z W 0- u) C- Q UWZ cZ z > o— cr W a) W >- -�—� z �-- W 0 O � ° I-U_ w � u) 2 W O z Z T O Q U 0 t0 W d < o < ccccCLco �C w 00 U WO N w � co 0- J � Q a SEAL 41 EAL` II (� L� KEYIN ANTHONY PENNOCK # Lic. No, 031023 IF KEY PLAN SCALE 0' 10' 20' GRAPHIC SCALE ill = 10' 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 1 1 /12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE MNM DRM DRM OCTOBER 2019 TITLE GRADING AND DRAINAGE PLAN PROJECT NO. 50075660 SHEET NO. C3m 1 1 A rl P, Le C M I r- Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) >_ i _4_� O F4WCj� z � H a � Cn HFT � W 00 � o SEALQp KEVIN ANTI-IONY PENNOCK > ed Lic, No. 037023 KEY PLAN SCALE 0' 10' 20' GRAPHIC SCALE 1"=10' 3 10/29/19 HICG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE RETAINING WALL CROSS -SECTIONS PROJECT NO. 50075660 SHEET NO. C3,02 1 1 2 1 3 1 4 1 5 I E A 0 I"1 • MH-1, 60" DIA MH T MH-1 60" DIAMETER T RIM=383.53 21 INV IN=372.86 (42") RIM=382.35 26 385 INV OUT=372.86 (42") INV IN=373.16 (36") 385 INV OUT=373.15 (36") MH-1, 60" DIA MH T MH-1, 60" DIA MH T RIM=383.17 22 RIM=380.97 24 INV IN=373.06 (36") INV IN=375.75 (15") INV IN=373.06 (36") INV OUT=373.53 (36") INV OUT=373.06 (42") INV OUT=373.53 (36") MH-1, 60" DIA MH T MH-1 W1 DETENTION STRUCTURE T EXISTING RIM=381.64 23 INV INS-372.75 RIM=379.48 20 INV IN=373.44 (36") GRADE PROPOSED INV (42") `. IN=378.98 (15") INV OUTr372.75 (15") GRADE INV OUT=373.44 (36") DI-3A, L=2.5 FT T 050 25 INV OUT=RIM=3 380 / `` 380 15" HDPE \� HGL 00 YR WSE = 376.51 _ __- 15" HDPE - 19-59' (-0.909/0 10 YR WSE = 375.95 SEE DETENTION OUTFACE 375 WEIR STRUCTURE 375 ON SHEET C5I3 DPE --------------------- ----- -------------42"-HDPE -------------- -_ __------------------- -----------36"-HDPE------ 1YRWSE=374.74 17.50'------ 42" HDPE 39,88' @ 0.50% 75.00' @ 0.50% �- 24.77 @ 0.46% ' (REPRESENTATIVE OF -PARAL-LE�PIPES (REPRESENTATIVE OF 2 PARALLEL PIPES) EXISTING 15" STORM - 36" HDPE HGL 36"' HDPE rY - ¢z 00Wi 15" HDPE 11.66' @ 0.94% U 370 EXISTING 8"SAN 370 ALBEMARLE COUNTY GENERAIJ CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT 1. ALL DAMS AND CONSTRUCTED FILL MATERIAL TO PE IWTHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE EXISTING 24" APPROVED BY A GEOTECHNICAL ENGINEER. A GEOT�CHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. STORM 2. PIPE AND RISER JOINTS ARE TO BE WATER TIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICiH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITEIS; CC NVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSIrN HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 4. STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4.0'. 367 1 1 1 1 ( 1 367 co co m co co Cco co coco 00 coM �77co cco 9+50 10+00 11+00 12+00 12+25 Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) � v O � � � O � rr�h w a V) \.J V) Z v I A-' 00 U o N W a � Q SEAL Ll'11 KEMN ANTHONY PENNOCK Lic, No. 0370 3 C;s. fo KEY PLAN SCALE 0' 10' 20' HORIZONTAL GRAPHIC SCALE V " = 10, 0' 1' 2' VERTICAL GRAPHIC SCALE 1" = 1' 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE MNM DRM DRM OCTOBER 2019 TITLE STORM PROFILE PROJECT NO. 50075660 SHEET NO. 1 7 1� d rl F Is E1 C OR I n Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) �N W O CwC/) E---+ o U O � o � �Waoo U � � o W O N SEAL SIN� F, A L'L'!L QF 1, it n� KEVINANT140NYPENN()CK Lic, No. 037023 1 °12-711(l KEY PLAN SCALE 0' 10' 20' HORIZONTAL , GRAPHIC SCALE 0' 2' VERTICAL 1GRAPHIC SCALE 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE STORM PROFILE AND CALCULATIONS PROJECT NO. 50075660 SHEET NO. C401 E 0 C 1 2016 ROAD & BRIDGE STANDARDS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE t0 BE -CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB t HAVING FAOF CURB) WLS II BE PAID FORAS RADIAL CURB. 4. THE DEPTH OF CURD MAY BE REDUCED AS MUCH AS 3" (i5" DEPTH) OR .INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE 80rlot,( OF CURB .WILL COIF{CID€ WITH THE _TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, 4THER'NISE,.THE OEPrH IS TO BE. IS" AS SHOWN. NO 'AQd1JsrMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG 2 IS "TO BE USED. ON ROADWAYS MEETING T HE, REQUIREMENTS FOR CG-6 AS . SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MAPIVAL, IN THE SECTION ON GS URBAN STANDARDS. it �" RADIUS ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED. -•t u 0 z ERErtGE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTAriaN 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2 3 4 2016 ROAD & BRIDGE STANDARDS I 4 R CG-2 ROAD AND BRIDGE.STAPIDARDS V151ON DATE SHEET 1 OF 1 201.0.1 G'-0" �'�+-----h1AX 9'*Q." -- :GRIPPING RAIL `SEE ROTA PL'AJhIS MAX :FOR ROADINING NIR-i 6.PIPE PICKEf MALL DE-rALS. 1 I 41/a" O.C. SOLID PICKETMttii. 6' 0" MAX. W-O„ I I ( i%z" DIA: SOL ID STEEL SMOOTH I I R UND ROD. (TYP.) OR I STANDARD PIPE. m I I I rROUNDING ELECTRODE R,AL EXPANSION JOINTS .AT- I-1' BOLrs 4" ANCHOR INTERVALS NOT EXCEEDING I f (T`rP:) 30 FEET. 1'-3" POSTS I'2 MIN, NPS (2.375" O,p ),SCHEDULE 80 PIPEH, L 12 RETAIDIING WALL RAILS .21 MN: NIPS (2.375" .O.D) SCHEDULE 40 PIPE M MIN EXPANSION:, JOINT PICKETS Y(1a", 11. NPS 05" O.Dr) SCHEDULE 40 PIPE 3" MAX, OR g/"' MIPt. SOLID S'rEEL SM001H .ROUND`ROD` HR-1 TYPE II PED.ESTRIAN.. RAILING -ANCHOR BOLTS (FOR USE ALONO SIDEWALLKS At@ RAMPS) t9 SEE ROADWAY PLANS . OR TYPICAL SECTIQNS 2 min. 12" It/R." PIPS SCHEDULE 40 PIPE h11N 1 CONCRETE STEPS FOR DISTANCE T4GRIPPING RAIL POSTS = 1!6 MINJIPS (190' O.D,) SCHEDULE aO PIPE SIDEWALK OR SHARED RAILS: 2" tAIN TIP$ (1 90" Q:D.) SCHEDULE 46 PIPE USE PATH. GftOUNDIING , i21. 21/I"' Run. ELECTRODE HR- I TYPE I HANDRAIL (,FOR: 14SE ALONG SMPS) dlPt. NOTES. 5/" SOLID STEEL I. THE CONTRArOR SHALL;SUBM(T DRAWINGS DETAILING. ALL SIA06TH ROUND RO ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE 1INCLUDING1 .OP C iFOUNDATIONS R PP, V TH _ FO AP 0 B f E T INdG T0.RE>?�. GONCRE E TOOT . ar DESIGNED BASED ON ^: GRIPPING RAIL DETAIL ENGINEER PRIOR •TQ INSTAIrLATION.-SHOP DRAWINGS SHALL SOIL CONDItIONS. 12" ANIC QR BOLTS (FOR USE ALONG SIDEWALKS AI ID RAMPS) 8E' SIGNED APID SEALED B' A PROFFESSIONAL ENGINEER, MIN. CHIPPING RAIL SHALL BE 013TALL"ED 'NHEIN HE. COM ONWEAL TH Or"� V18GINJ PRACTICE ENGINEERING It! THE SIDEWALK OR .RAMP GRADES ARE EQUAL 2. ALL .RALIPIG COMPONENTS AND FASTENERS :SHALL BE GALVANIZED IN EARTH FOUNDATION. DETAIL RF1LQ'NIIL�BETINCIOEN AL TQRTNE COST 'to ACHIEVE ACE yUhIiFORM CCURRENT 4iriNG b ALIFSURr"RAfE VGE ENTING (FOR USE WITH TYPE 11.& III RAILINGS) THE RALING. DRAINAGE HOLES FOR rkV0IIZIN G, SHALL BE INCLUDED IN THE SHOP ORANINOS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH -ASTM A307, MAX. 6' O" ' MAX. W-O" ASTM ,A563, AND ASTM..F844. ALL MCHOR BOLTS .SHALL BE IN 4,,. SEE ROAD PLANS- ACCORDANCE WITH W.?HTO M3)4,.GRADE 3B. a" NPS PIPE PICKET FOR RE rA1NING 4. 'A CHEMICAL ANCHOR., SYSTEM FROM VDOT'S APPROVED MATERIAL 4V," Q,r.. %" SOLID PICKET 4' HALL DETAILS. BE INCLUDED IN THE SHOP DRAWINGS, IN PLACE ANCHORS. AND SHALL �� 5. POSTS SHALL BE MITERED TO. MATCH GRADE OF RAMPS, SIDEWALKS; AND STEPS. 6. HANDRALS SHALL MATCH GRADE OF RNAPS SIDEWALKS AND STEPS, I I I ( 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. B. RAILINGS SHALL. BE GROUNDED AND EFFECTIVE1,Y BONDED. I GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE I ( I WITH ST'D. FE-a", I I I I y' COMMERCIALLY ANO F RICATINGIr{i E RAILING. )OOC BE MEN ADON: � ftOm r- THE !(ANIUFACTURER: VERIFYING THAT PROJECT 'ftEQNR£).4ENTS,:2E ( ANCHOR RAIL EXPANSION JOINTS At- i*I' 13„ MAX BOLTS }MET WITH THE RAILING SYSTEM .SWLL'8E SUBMITTED WITH THE [OFFRVALS NOT EXCEEDING . INSTALLATION. DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH N•t(YTE 1, RE'rAJR{1NIr WALL 1'-3"- '-3, POSTS j 2" MIN. NPS (2,37511 O.D,) SCHEDULE 80 PIPE 10: HANDRAIL TO BE IN; ACCORDANCE WITH THE LATEST EDITION OF RAILS 1 2" MIN. NP$ (2.375" .O.D } SCHEDULE 40 PIPE THE VIRGINIA UNIFQAM STATEWIDE QUILDING CODE.. EXPANSION JOINT- "PICKETS I Y ' #+IN. NPS •(1.6511 O 0.)'SCHEDULE 40; PIPE. II. THIS HANDRAIL IS, TO. BE USED ONLY AS A PROTEC ioN FOR OA /' MIN; SOLID STEEL: SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NtOt BE PLACED. IN ANY ,LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE FORRVEHICULARrPROTECTIONTSTAANUARD.O ANY GUARDRA 1S HOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIOINAL SEALED AND SIGNED DRAWING IS' ON FILE IN THE CENTRAL OFFICE. -\V[)OT REFERENCE STANDARD HANDRAIL ROAD AMID .BRIDGE STANDARDS 105 238 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET I OF I 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 6005 2016: ROAD & BRIDGE STANDARDS 4" nu n 6" I 2'-011 NOTES: 1. DETAIL SHOWN IS TO DESCRIBE THE REVISED SHAPE FOR A REVERSE CURB AND GUTTER ASSEMBLY. SEE THE CG-6 DETAIL FOR ADDITIONAL CONSTRUCTION NOTES AND REQUIREMENTS. REVERSE CURB N.T.S. (SOURCE: DEWBERRY) 1 6" fm CG-6 NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CVRQ & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION! CURS & GUTTER, 4. FOR USE WITH STABILIZED OPEN -GRADED DRANACE LAYER, THE BOTT0k1.OF THE CURB & CUTTER FI I BE CONSTRUCTED PARALLEL tO 'THE .,LOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE Of CG-6 IS BASED, ON .ROADWAY CLASSIFICATIQN AND DESIGN SPEED AS SHOWN IN' APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON OS URB91 STANDARDS. At ?r o o P P P 6 P P THE BOTTOM OF THE CURB A,10 I 61i 2'-0" ;CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE ).(IPIIrdUM DEP'TII OF 7"' AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. ERE"'£ COMBINATION 6" CURB AND GUTTER ` � ROAD Arip BRIDGE STANDARDS. 105 REVISION DATE SHEET 1 OF 502 VIRGINIA DE:PARrMENr OF TRANSPORTATION201.03 STFp iN �l IYiply 1 '4" 0° R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) 2016 ROAD & BRIDGE STANDARDS 2016 ROAD ,& BRIDGE STANDARDS GALVANIZED) STEEL STEP MINIMUM OF 3" EMBEDMENT ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL r#4 REINFORCING ROD CAL SECTION NOTES: STEPS WILL BE REQUIRED IN ALL STRUC TURES WITH A DEPTH OF 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 4%2'FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 1611 C-C. STEPS SHAD. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A. `-� ' `< ALUMINUM STEP SPECIFICATION XVDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.09 2016 ROAD & BRIDGE STANDARDS CROSS SLOPE TRANSITIONS FROM Q . /� PARKING LOT SLOPE ALONG GUTTER TO 0% AT STORM DRAIN, \ SEE SPOT ELEVATIONS n /� /~ AS NOTED I 6" NOTES: 1. DETAIL SHOWN IS TO DESCRIBE THE CONCRETE DITCH FORMED AS AN EXTENSION OF THE CURB AND GUTTER. SEE THE CG-6 DETAIL FOR ADDITIONAL CONSTRUCTION NOTES AND REQUIREMENTS. CONCRETE DITCH WITH CURB N.T.S. (SOURCE: DEWBERRY) 1.5" SM-9.5A 6" 21-B AGGREGATE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698, METHOD D. (12" MIN. BELOW SUBGRADE) PAVEMENT SECTION N.T.S. (SOURCE: DEWBERRY) 5 6 NOTES: 1. THE SEGMENTAL RETAINING WALL SYSTEM SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA. 2. MODULAR RETAINING WALL SYSTEM SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO DEWBERRY ENGINEERS INC. FOR REVIEW AND APPROVAL, 3. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME THAT FILL BEHIND THE UNITS IS COMPACTED. 4. INSTALL #57 STONE IN A 2'-0" WIDTH DIRECTLY BEHIND THE WALL AND EXTEND STONE TO WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF THE WALL. 5. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698). 6. COMPACTION WITHIN 5 FEET OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 7. GEOSYNTIHETIC REINFORCEMENT SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC REINFORCEMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 8. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL DURING CONSTRUCTION. 9. FOLLOW APPLICABLE PROVISIONS OF THE MODULAR RETAINING WALL SYSTEM MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 10. COORDINATE MODULAR CONCRETE UNIT STYLE, PATTERN, AND COLOR WITH OWNER. MODULAR CONCRETE CAP UNIT. ADHERE TO UNIT BELOW WITH 2'-0" 6" CONCRETE ADHESIVE. VARIES MIN. BACKFILL GEOSYNTHETIC REINFORCING. LENGTH, TYPE, AND SPACING BY MODULAR REINFORCED SEGMENTAL RETAINING WALL iMODULAR VDOT #57 STONE SYSTEM MANUFACTURER CONCRETE ( FWRAP ILTER WITH (FACING UNITSFABRIC 2 -O \/�`' REINFORCED BACKFILL \ ' \� COMPACT TO 95% OF MIN. \� MAXIMUM STANDARD !� PROCTOR DENSITY (ASTM D-698) 6" DIA. CORRUGATED, PERFORATED PLASTIC PIPE. PROVIDE OUTLET AT END OF WALL. SLOPE DRAIN FILTER FABRIC 1/8" PER FOOT MINIMUM. WRAP PIPE IN FILTER AROUND STONE FABRIC. PROVIDE 1/2" GALVANIZED STEEL WIRE MESH OVER VDOT #57 STONE END OF PIPE. FACE I NOR FACE f �e TYPICAL MODULAR TYPICAL MODULAR CONCRETE CAP UNIT CONCRETE FACING UNIT 8" I --"'III MODULAR REINFORCED SEGMENTAL RETAINING WALL DETAIL N.T.S. (SOURCE: WOLHAR 7/20/17) 3" BM-25A FILL WITH NON -SHRINK GROUT; AND SEAL HANDRAIL POST F CORE DRILL °I . . 4 4.- .1 • c a OQ d 4 a a a ° 4 o Q ' 2' 4 ° n. a. 4 a' d q d a, RETAINING WALL HANDRAIL POST FOUNDATION N.T.S. (SOURCE: DEWBERRY) 6" 4000 PSI CONCRETE 8" 21-B AGGREGATE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698, METHOD D. (12" MIN. BELOW SUBGRADE) CONCRETE SLAB N.T.S. (SOURCE: DEWBERRY) Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) F- 4 W p �O E-( v ) w a V) > W a > � O> o o�,-� o � W 00 U w p N �g4ti9� SEAL a j �NLTIJ 0 4 mg *1 1. KE VN AN ITI PONY PENN©CK Lfc, No. 037U23 41e 6 4 a# r�-),VAS. KEY PLAN SCALE 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11 /12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE CONSTRUCTION DETAILS PROJECT NO. 50075660 SHEET NO. C502 1 I 2 I 3 I 2016 ROAD & BRIDGE STANDARDS 4 5 I 6 2016 ROAD & BRIDGE STANDARDS -�- FLOW 15" HDPE STORM PIPE VDOT CON( MAC 15" HDPE STORt PIP[ C 8" CONCRETE WEIR WALL VDOT STD MH-1 MANHOLE STRUCTURE I� L� TOP VIEW SIDE VIEW (PERPENDICULAR TO DIRECTION OF FLOW) FRONT VIEW (FACING WITH DIRECTION OF FLOW) DETENTION OUTFALL WEIR STRUCTURE N.T.S. (SOURCE: DEWBERRY) MI FLOW 12" HDPE )ETENTION IIPE EV = 376.20' EV = 375.20' EV = 372.75' SEE STANUARAD SL-i FOR APPLICABILITY STANDARD MH-1 FRAME .4 COVER OF SAFETY SLABS. B NOTE, THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PER)dIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. a w • ''. o ),-FLAT SLAB Top AS DETAILED u , ON STANDARD T-MH-2.MAY BY :A. SUBSTITUTED FOR TAPERED ,� SECTION WHEN APPROVED BY 7 : THE ENGINEER, i SI'0• ST-I uj BEVEL 450 dJ �GUI�%Iii�lilis %/J{If�iTBGOl����rl • e l�(t�ilil■ � 11002/.GGdY/;lrrlr�r � DIAMETER = 4'-8'"+ (2 x WALL '+ x WALL THICKNESS) SECTION B-8 BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: I. .QUANTITIES SHOWN ARE FOR MANHOLE ViITHOUT PIPES. THE AMOUNT DISPLACED 113 PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU,.YARDS 4 0.5 0.785 1.437 5 577 0.785 1.699 6 0.9 0.785 1.96 7 1.0 0.785 2.223 8 1.2 0.785 ?2;485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 It L9 D.970 3A55 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 18.0.970 4.541 15 1I 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1,173 6.032 INCREMENT 0.45 - 0a`82' OBTAIN rRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO DE ADDED. FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS" MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5, IF BLOCKS ARE USED THE MINIMUM iHICKNE55 OF, SAME IS TO BE `s, OTHER THICKNESSES ARE TO .CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6,ALL CONCRETE TO BE CLASS A3. 7, WHEN SPECIFIED Ott PLANSTHE TH"E INVERT IS 70. BE .SHAPED IN ACCORDANCE WITH STANDARD IS-L THE COSTERIOF FURNISHING AND PLACING ALL 1.1ATALS INCIDENT& TO THE SHAPING IS TO BE INCLUDED IN THE 810 PRICE FOR THE STRUCTURE. SPECIFICA rION REFERENCE MANHOLE FOR. 12" - 48" PIPE CULVERTS �vaoT ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHIEST 1 OF 5 IOF,Ot 201.6,ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 01-1 t/2 SECTION CAST IRON -• I * %2 SECTION STEEL NOTES - LUGS TO BE 1'-3 2" L Wz' x Wz" x.'A" CAST WITH COLLAR a 10'-4"LONG I. DEPTH FQ INLET (H) TO. BE SHOWN Oil PLAl•IS. FOR DEPTH GREATER THAN 10' USE - STANDARD DI -IA B A A 2. THE ;!'H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS II WILL BE MEASURED FROM THE INVERT OF CAST ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE ci r: .GALV, IRON I STEEL: JOINT STRUCTURE: PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING OPT1tlNIAL :-I 66 WELD ALL 43.6 LBS CONNECTORS PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE - - BRACE RIQS 3 .LBS TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. =N , INCLUDING INCLUDING 3. 'MHEN{ SPECIFIED ON THE PLANS THE 1iCONNECTOR5 INVERT IS TO BE SHAPED IN. ACCORDANCE r 'NITH STANDARD IS-1, THE COST OF- 01/zy'I 2'-.7" I JIz" TLVGS FUR"SHiNG AND PLACING ALL .MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE Fx.,4" STRUCTURE. PLAN LUGS 12" 9!z'" J STUD SHEAR `7 C.4NNECTOR5 4. 1N THE EVENT THE INVERT OF THE OUTFACE PIPE HIGHER THE (GRATE REMOVED) A I � BOTTOM E RE, THE STRUCTURE, THE #•ED _ y SEE -DETAIL OF 7HE STRUCTURE SHALL BE SHAPED TR WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF 'HATER IN THE �= STRUCTURE. THE COST OF FURNISHING N COLLAR DETAIL 1/z" MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED LETTERING iN THE BiD PRICE FOR THE STRUCTURE. 2% „�-I DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS @. STEPS ARE TO BE PROVIDED WHEN H IS 4'•0",GR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-I., DETAIL B 6 THIS ITEM MAY BE PRECAST OR CAST- DETAIL A I 11' I -PLACE. 4`2" 2 6" HARDWARE SEE DETAIL CLOTH )'-3^ 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12 C-C TN 2 T Z:4" ( A PLACED IN ALL AREAS ADJACENT DEPTH,AOCR. #68 #7 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS liz wy� 1U fyp z tL C' a a • - N 08 x, 6`BWIUTh1 DQDDDDODDDDDDD A E ST NOTCH MAY BE PROVIDED. SEE STANDARD T-VI-3, 4 FOR Sj F FL a £ a ' a A COLLAR `' ' WEEP HOLE SEE' OTE DDDDDDDDDDDDDD 8. ALTERNATE DESIGN, WEEP OLE N x z z z z 12" c1 PLASTIC HARDWARE CTER L HY1/4' MESH GALVANIZED, 12"•15'-1B" OR'24' OR STEEL WIRE, MINIMUM ',MIRE DIAMETER ,0.03"• NUMBER 4 MESH �1n wM � DDDd0D0DDDDdDD HARDWARE CLOTH ANCHORED FIRMLY 6 pa fl ce M y _ I!f TO THE OUTSIDE OF THE STRUCTURE. b ° �DOD�D�DODDDDDD g CLASS ,PC30 CONCRETE IS TO 8E CLASS AS (300D PSI), PRECAST CONCRETE IS TO BE 4000 PSI. SECTION A -A tvz" i r i 10, ANY ?dG THE *A }1FTH04S 9F E ENGINEER MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B 4 CONCRETE QUANTITIES FOR MIN. DEPTH , MAY BE SUaSITUTEO FOR: THE CAST IRON 12" CONCRETE PIPE - 1,440 CU. YD-.CONCRETE 15" CONCRETE PIPE 1.528 CU. YD.,CONCRETE. I APPR9XIMAT£ VIEIGHT 11/+") I �I'/a" CAST IRON, GRATE 363 ± 18 LDS 11. LUGS AS SHOWN HEREON. .OUMP :NO WASTE DRAINS TO WATERWAY LETTERINGREQUIRED ON. ALL DI-1 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE FF" ""111 ,IS r 24" CONCRETE PIPE - 1.817 CU. YD, CONCRETE SECTION C-C SECTION D-D VARYEBY'LQANU ON OF ER TTERiNG MAY ER ADDI O�NAAL FOOT OD. F DEPTH, GRATE DETAIL 1vDo-i- STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 1211 - 2411 PIPE -:'MAXIMUM DEPTH (H) - 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF I REVISION DATE 104.01 Di-3A, 38, 3C C'lDAI,ICInAI In,r,Ir , 3'- 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS EXPANSION KEYED ?R DETAILS OF INLET JOINT CONST, BARS TAME &:COVE,R, EIACK:OF SIDEWALK 4 JOINT 'E STANDARD 1C-2. i d BA o OD In �I C 6"6''6' a BAR CT . I j i-BARS F� BARS B a o M 2 -_ _ HARDWARE I z r { BARS F CLOTH. WEEP HOLE, b `� a SEE NOTE-6 g•' f I - � %� X 1 STEPS.'SE o IT II BAR f BAR A NOTE 5 F; 1u If BARS D FACE OF CURB 8'• 2,,8„ 18" CRRCK CONTROL JOiNT GUTTER CRACK'COtNTROL JOINT I.04, F" 2t.p • „ 6'MIN. PLAN SECTION A -A MIN. r--A 1O'MN(' / KEYED CONST. JOINT L-VARIABLE - MAX, 20' ,-1 •" , 2" WARPED i 2--0" 18„ 6 ,g 8 3 0„ 2„ GUTTER{{//// _ APPROACH BARS A GUTTER ----------- ------ •--C' OARS F BARS E �,_ B c;i � •"a 3" DIAMETER BARS E -i WEEP HOLE FRONT ELEVATION BARS F 8„ I,-$;, a;, -BARS e ��%% (GUTTER REMOVED) 6W4" BENIT PLATE- _ SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS,; R ' ', L21 "X21/ "X14' GALVANIZED / TYPE B NOSE DETAIL SHALL BE USED WITH CG-2'& 00-6 STANOARiOS. TYPE A TYPE B X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 21C-C, CONNECTORS 010 IS TO BE ANCHORED WITH Yz' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'0-C, 2" APPR, PAVEMENT DI-3A L 01-JB L 01-3C L s--; WARPED PAVEMENT FLOW T^ FLOW I I !FLOW i 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SACS WITHOUT GUTTER B0114 SIDES TO BE SYMMETRICAL \VD(DT SPECIFICATION ROAD AND BRIDGE STANDARDSSTANDARD CURB DROP INLET REFERENCE SHEET I BF 2 T REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104,09 05110 VIRGINIA DEPARTMENT pF TRANSPORTATION 302 MH 1 1'-9A' DIA THE LETTERS ARE OPTIONAL IF USED THE LETTERS . ARE i0 BE Y, 11'/z'; i" CAST IN THE DEPRESSION IN TOP OF COVER W WIDE RAISED %{' HIGH AS / ml=i-r _ I ❑ ❑ ❑ Oil 17-1 MACHINE I V-81/a" DIA ❑ F LET fERING SECTION A -A OPTIONAL -- ^ ❑ ❑ ❑ ❑ T I„ ❑❑❑ 1 APPROXIMATE WEIGHT CAS T IRON I FRAME 239 t 12 LBS. TOP /T COVER 137 ± 7 LBS. 1j '/4 SECTION B-B BOTTOM NVDOT SPN ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 2 OF 5 REVISION DATE 224 VIRGINIA DEPARTMENT OF fRANSPORIANON 302 105,02 x A 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS O1-IA NOTES I. DEPTH OF INLET (H) TO BE SHOWNON PLANS. 7. #. 4 X 8" SMOOTH VOWELS AT APPROXIMATELY MAXIMUM DEPTH (H) TO BE.20'. FOR DEPTHS 12" C-C TO BE PLACED IN ALL AREAS ADJACENT LESS THAN 10'USE STANDARD 01-1, TO ABUTTING CONCRETE To PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" 2, THE "H" DIMENSION SHOWN ON) THE STANDARDS NOTCH MAY BE PROVIDED. SEE STANDARD AND SPECIFIED ON THE PLANS WILL BE MEASURED T-DI-3.4 FOR ALTERNATE DESIGN, FROM THE INVERT .OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY PLASTIC HARDWARE CLOTH 1/�" MESH FOR ESTIMATING PURPOSES AND THE ACTUAL OR GALVANIZED STEEL WIRE. MINIMUM WIRE 0okliS10NS :SHALL BE DETERMINED BY THE DIAMETER 0,03", NUMBER 4 MESH HARDWARE CONTRACTOR FROM FIELD CONDITIONS. CLOTH ANCHORED FIRMLY TO THE OUTSIDE £ STRUCTURE. 3: WHEN SPECIFIED ON THE PLANS THE INVERT IS 0r TH TO BE SHAPED IN ACCORDANCE WITH STANDARD 9. ALL REINFORCINC STEEL SHALL HAVE A MIN. 15.1. THE COST OF FURNISHING ANO PLACING ALL COVER OF 2 MATERIALS INCIDENTAL TO THE SHAPINC IS TO BE l ( r Ir INCLUDED IN THE BID PRICE FOR THE STRJ,fURE. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENINGS BY 2". 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 1S' HIGHER, THAN THE BOTTOM OF THE STRUCTURE, 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 THE INVERT OF THE STRUCTURE SHALL BE SHAPED (3000 PSI). PRECAST CONCRETE IS TO BE WITH CEMENT MORTAR TO PREVENT STANDING Oa 4000 PSI, PONOING OF WATER IN THE STRUCTURE_ t (. I NUN A -A THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL To THE.SHAPING iS TO BE 12- ALL SPLICES IN BARS V TO BE A MINIMUM OF 40 DIAMETERS (20"). 3" DIAMETER INCLUDED IN THE DID PRICE FOR THE STRUCTURE. COLLAR WEEP HOLE. t3. IF OPTIONAL CONSTRUCTION JOINT 13 USED, SEE NOTE $. 5: STEPS ARE REQUIRED. FOR DETAILS SEE ST'D. ST-L IT IS TO BE KEYED, _ 'n 6. THIS ITEM MAY BE PRECAST OR CAST-IPI-PLACE. L 14. FOR DETAILS AND DIMENSIONS, ETC, OF GRATE AND STEEL OR CAST IRON COLLAR SEE STANDARD DI-1. 1 1I ' -H(iRVWPRE CLOTH BARS V 4" DEPTH AGGRECATE 968,478,.OR 8" C-C IB OR CRUSHED. GLASS MEETING iiSrEPS.SEE 078 OR it a GRADATION REQUIREMENT L ---- L__ X 8" 'NIOTH- I NOTE 5. J ► J I Yd I A OPTIONAL CONSTRUCTION JOINT I BARS, H 12" C-C 3 EACH FACE - -�- --r BARS H IB" C-C I BAR H ALL, FOUR CORNERS SECTION THROUGH ELEVATION REINFORCING STEEL SCHEDULE MARK SIZE NO REQ'D LENGTH BARS H # 5 $x(HI + BARS V 114 40 H r 4" APPROXIMATE QUANNITIES FOR MINIMUM 009 DEPTH CONCRETE PIPE DIAMETER r_ONCRETE RTEEL CU. YDS. Lbs, 12" 5.218 655 15.15,193 1 651 10" 5J63 647 2.4" 1 5,0.89 639 IFIGAtION STANDARD DROP INLET ERENCE 233 12" - 24" PIPE: DEPTH (H) 10' TO 20' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH '(H)i OA65 L'U. YDS, OF CONCRETE 58.7 LBS. OF REINFORCING STEEL ROAD AND BRIDGE) STANDARDS REVISION DATE SHEET 1 OF 1 10.4.02 DI-3A, 3Q, 3C TYPE L AREA OF SLOT REINFORCING STEEL Concrate BARS A BARS B BARS C BARS 0 BARS E BARS F BARSG WEIGHT Ft. Sa• Ft. CU. Yds: No: Lin. Ft. # No. 1 Lin. FL.4 No. Lin. Ft. No. I Lin. Fti No Lin. Ft-' No. Lin, Ft.+' No. Lin, FL4 Los. DI-3A 2'-6" 1.15 2i26 - - - 1 5'-7" 3 3'-2" - - - 6 I'-0" 22 4' 1.83 2.59 5 I'-6" 2 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 I'-6" 3r 1'-6" 4 I'-0" 64 6' 2:75 3.02 5 3'•61" 6 6'-T! to 6'-to'" 3 5'-7" 3 .3'-2" 4 3'-6' 3 P-6" 4 li-a' Ill 8' 3.67 3.46 5 5' 6" iD R'-7" o '-1 3 5'-7" 3 3'-0" 4. 5'-6" 3 1'-6" 4. 1'-0., 158 DI-38 10, 4.58 3.90 5 7'-6" 14 1 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 7'-6" 3 1'-8" 4 I"o" 204 12' 6.50 +4.34 1 5 8'-G" 18 6'-7" to .0-lo" 3 1 5'-7" 3 3'-2" 4 9'-6" 3 i'-6"1 4 i'-0" 251 14' 6:42 4.78 5 11'-6" 22 6'-7" to W-10" 3 W-7" 3 3'-2" 4 11'-6" 3 1' 6" 4 1'-D" 298 16, 7.33 6.22 5 13'-6" 26= 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 13'-6" 3 1'-6" 4 I'-0" 3,15 18' 1 8.25 5.66 5 15.-&' 30 6'-7" to 6'-10" 3 5'-7" 3 3'-2" 4 15'-6" 3 V- 6" 4 1'-0" 391 20' 9.17 6.09 5 17'-6" 34 6'-7" to 6'-10" 3 5--7" 3 3'-2" 4 I7'-6" 3 1'-6" 4 1'-0'. 43B 6' 2.75 3.01 t0 1'-9" 4 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8 1'-9" 6 1'"6" 2 8' 3,67 3.45 10 2--9" 8 6'-7" to V•t0•' 5 5'-7" 3 Y-0" 8 2'-9" 6 1'-6'" 2 1'-0" 1.58 10, 4,58 3.89 to, 31-9" 12 6'-7" to 6'-10" 5 5'-7" 3 3'-2" 8. 3'-9" 6 1'-6" 2 I'_0" 205 12' 5.50 4.33 10 4--9" 16 6'-71' to 6'-10" 5 1 5'-7" 3 3'-2" 8 4'-9" 6: 1'-61. 2 t'-0" 252 DI_3C 14' 6.4-2 4,77 t0 5--9" 20 6'-7" to 6'-to" 5 5'-711 3 3'-2" 8, 5' 9" 6 1'-6" 2 t'-D" 98 is, 7,33' 5.21 to 61-9" 24 6'-7' to 6'-10" 5 5'-P. 3 3' 2" a 6'=9" 6 1' 6" 2 I'-0" 3.15 is, 8.25 5.65 10 7'-9" 28 6'-7" to 6'-10" 5 5'-7" 3 3'^2" 8 71-9" o I1•6" 2 1'-0" 392 20' 1 9.17 6.09 10 a'-9" 32 6'-7" to 6'-Io" 5 5'-7" 3 3'-2" 8 8'-9" 6, NOTES i. DEPTH OF INLET (H) TO BE SHOWN QN PLANS, 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY aE EARTHEN, INN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS W11.1. APPLY ONLY TO 2. THE "H" DIMENSION{ SHOWN Ott THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER, AND 51PECIFIED Ott THE PLANS WILL BE. SETTLEMENT. MEASURED FROM THE INVERT OF THE 9VTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE T0; THE, TOP OF THE STRUCTURE, a. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (11) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN ''H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO .FOR ESTIMArING PURPOSES AND THE ACTUAL 12"912" PLASTIC HARDWARE CLOTH 1/;' MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY' TFIE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0,32 CONTRACTOR FROM FIELD CONDITIONS, DIAMETER 0,03".NUMBER 4 ME%1 HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. J. WHEN SPECIFIED Oil THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE .SHAPED IN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGI, IRON AS 5HOWN ON SHEET I IS-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L F16" AT 4.10 LBS./FT., MATERIALS INCIDENTAL TO THE SHAPING Is To BE COVER OF 2", INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. t}- DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE#5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF 'THE STRUCTURE it, CASr-iii PLACE CONCRETE IS To BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEOIAN.BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSD. PRECAST CONCRETE IS 'TB BE INLET IS TO BE 5HAPEO TO CONFORM TO PREVENT STANDING OR PONOING-OF WATER. 4000 PSI. PROPOSED CURB. iN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS; INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL. IN EVERY CASE, BE THE SHAPIi1G IS TO BE INCLUOED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO .BE OR GREATER. FOR DETAILS' SEE STANDARD ST-1. OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE W171-1 THE DETAILS SHOWN Ott STANDARD DRAWING 01 MB. STANDARD CURB DROP INLET BRIDGE REFEREN{CE ROAD A610 BRIOGE STANDARDS 233 1211 - 3011 PIPE) MAXIMUM DEPTH (H) - 8' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) 0 � r� V W A W s CAE-a�l� z 0 0 U i, o 0 T-... I i-i-4 � SEAL * gALTl11 U� *ilk 41, KEViNANT14ONY PENtIOCK U(;. No. 037U 3 4'10)VA1. ECG ssa�f+� KEY PLAN SCALE 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE CONSTRUCTION DETAILS PROJECT NO. 50075660 SHEET NO. C503 2016 ROAD & BRIDGE STANDARDS E 0 0 1 2 WATER QUALITY COMPLIANCE SUMMARY 0 PRE RE -DEVELOPMENT IE"` FOREST/OPEN SPACE (16%) 0.10 AC I MANAGED TURF (63%) 0.35 AC IMPERVIOUS COVER (21%) 0.12 AC TOTAL AREA 0.57 AC 5' RE LALN/NG WALL ADEQUATE OUTFALL 1: I EI/CROACHMENT EASEA�ENT D.B. 4080, PG. 1J-2 DRAINAGE AREA ONSITE (STAIRS AND I j ONSITE TO #9) AREA = 0.23 AC o — CN = 76 Tc=5MIN / Q1 = 0.44 CFS II '11 Q10=1.27CFS DRAINAGE AREA AO 2t II AREA = 0.1 AC DRAINAGE AREA TO #9 (OFFSITE DET I END) I II -------------- AREA = 0.15 AC CN 96 II , Tc = 5 MIN ° I d -----' 07800-40-00 Q1 = 0.64 CFS ° \ PARC L ' 1'6BC� Q10 = 1.21 CFS AO`2 II '� YLEBAMGM� I QCNNA G. BAb",�fGAT�QNE' I (D. B. f 81, t. 426) ZC /NG. ///GHWAY 'CO)+AMBRC/AL ADEQUATE OUTFALL 2: _ \ �0' SAN v R•EASEMENT AND IlSE. Cotir/.P�rr' 1 Fes', D.B. 1,371, , -. J29 TOTAL ';ACRES. '• AREA = 0.18 AC CN = 61 LIMITS OF = 5MIN _ TC DISTURBANCE - `'` _� •f. (THIS PLAN),, = - _ - •-� : . -- .'` , r - Q 1 = 0.08 CFS --------- --- - �_ � .. -� : r : :-_-:-:-.:� : s; -'• Q10=0.45CFS r ~ DRAINAGE J5J D.B. JJ50' PGN. 3 1 4 1 5 1 6 I I I PARCEL 07800-00-00-01500 /l/OTORCAR COMPANY L.L.C. PARCEL 07800-00-00-015E0 CROWN FL (OR J617, PG. 475� OW 1J1J R101410 D, LLG' PARCEL 07800-00-00-01500 ZONING. f//GHWAY COMtif£RC/AL (D.Q 2809, PG. 149) 10RN D. AND 1AN16F S. 01,*00S LAND UV: COMMERCIAL LAND HIGHWAY COMAlIERCIAL (D.9 1025, PG. 2J9) TOTAL ACRES. 1.77 I LAND USE- COMMERC/AL I ZONING- HIGHWAY COMMERC/AL TOTAL ACRES- 0.69 I LAND USE- COMMERCIAL TOTAL ACRES- 1.27 IRF PARCEL 07800-00-00-014DO- �� JOHN D. AND ✓MNIC£ S. LINKOUS-"``--.. - / (D.B. /025,, PG. 2J9) ` l SAN. SEER EASEMENT / / I I Ids 201//NG. H/GHGYAY COMMERC/AL 575 S0. kT / / I i i I LAND USE- COMMERCIAL / l ; D.B. 4080 PG. 125 / / I ? I i I TOTAL ACRES- 1. J8 om I 15' SPRINTICENTEL EASEMENT D.B. 1J92, PG. 478 �I MAINTENANCE/ 15' ZJO' ELECTR/C EASEMENT STORAGE iI I �—PARCEL 07800-00-00-015CO l / R IJ79 PG. 25 SHED I ALBE�IARLE COUNTY COMPOUND/ / — ' I SERAICE AUTHORT/Y D.B. 1240, PG 287 AREA=4772 ACRES REFLECT1VC OF 0.246 DEDICATED 9-24-2014 1168 SPOTNAP ROAD i / J"" •. ,\\\ / / it yam; ACsq MAIN •I TENAN 'I ire \ ,� l l g V CE �v" / / 1/DING �- ;' �I ;lo o 9� VALCULA, OIL REFERS CE �' I / /SURFAC / RUNOFF TO EXISTING--s CULVE AND-CURB_p AIN"" PARCEL 07800-00-00-01600 I ' / / �TELY LOWS FTO STRU6-TURE ##6 --_ ; / PANTOPS PARK, LLC a �� (D.B. J098, PG 198) ZONING: NEIGHBORHOOD MODEL DISTRICT LAND USE- COMMERCIAL --- TOTAL ACRES• J.94 -�/61 / � // CALCULATION R FERENC i `�� / 1 CSA ST AGIE SURFACE RUNOFF/TO EXISTIN i STORM STRUCTA #9 ULTIMATEIy �`:�=�= ` `' ---� UILDIN FLOWS TOE STING S G�J�M ` �° ' / ------ _ q 3. --------------- .y Ij --------- _ 87 4 AIL - -- --- 500V w+%+ 0 D ,� "°\ Q• G . ;, . r' - - _ -71L0 COPdE`R _ t' - DRAINA G�=-------------- ✓ ' v �RC£L 07800 00 ,00-OI4CQ' �' �q II JS,,� B REALTY !ENTURE, 4.L`G PARCEL 01800 00-00 0>6A0 �, _--- J401 PG. 0�6j 10J SOUTH PANTOPS P u \ ,�� %' ZONING• HG`HNAY C A,11,f£RCIA ' ORryE LAND TRUST �® I�, \ -' = % `-DR�AGE,AREA'SZAIRS p' ' �- --_ �' / LAND 'USE. SE�f1-Pl/BLI�''" ' S-4�"DISCO• � � B�N�C (D.B. 1584, PG. 219) ��` , p p\ /•'' : , '� , t(ON IT.E)' d' TOTAL �jCRES. 0.47'" ZONING. H/GHWAY COMMERCIAL ;I' / �lj CT'" --j: D I,NAGE-A A OFFSIT� �,', %'' ' �_. 2 AREA —,,0 14 -AC I LAND USE. COM/1fERC/AL �r ( , ; �, fyT �.__ rorAL ACRES 1.J8\''-'' �- '� - - I , DT,�INED) , :;, \ ARE �-'0�15 AC% _� , ,a ------------------ ------------------ PARCEL 07800-00-00-015C5 //RGINIA LAND TRUST �0 (D. B. 4509, PG 599) �' NAIL ZONING.' H/GHWAY COMMERC/AL FOUN�/ / , - '' . LAND USE COMMERC/AL / / +� 1 STY, FRAME _ ` �_____ TOTAL ACRES.• 0.70 NM r�2 (20 i �� �,� HousF '�\ ----- ' " _-.---- ;` FOUND------------ _ / �r \' ---------------- 'O:IG� \'� - / / / @ i PARCEL 07800-00-00 :Q15Al1 - - I 1 - - - - - - ' 2" C�RA1 v ALBEMARLE COUNTY 1NV.�42'.6�' `-425-- SER 1 _ UlC£ AUTHORITY w / ' - 1 � �-------- ,' v (D B 2024, PG 5/21 � ® ZONING Hl HWAY COMMERC/AL _ LAND USE RE5'IDENT/AL-S/NG,'LE F1fiiG/LCY - ' � PARCEL: 07800-00-Od-015GO TOTAL ACRES. 1, 7 ,'' `� ,, ` i- •. PARCEL 07800-00-00-DI5F�9 .ANN Tr DURANO, TRUSTEES / PANTOPS 18J LA/1/D TRUST I / / (D.B. 18# , PG. I60) - ' `�. / - ,-' i , ZONING. N.16HWAY GOMMERCIA R , LAND USE•l AES/DENTIAL -SINGLE FAM/L / ,' - , _ _ _ _ _ _ _ ZONIIVG.• H/GHWAY COMM£ C/AL / ; ' I - _-_ . / TOTAL ACRES. I.02 ,' ' LAND USE COMMERCIAL r % : ` / - - -,-' TOTAL ACRES. 1.28 _ - -_ _------------------------- _ _ ------ , ' '------------ ' ' ' --------------- i -------------------- -------- „ Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) 0 ✓> � V) H �, 0 r--� C) U o `- p I oo U I� 0 0 N w a �4 Q SEAL a oLTh U 41 U KEVVNANT140NY PENNOCK LIc, k 037023 it Is'a1YAL F, �,.y KEY PLAN SCALE 0' 30, 60, GRAPHIC SCALE 1 '• = 30' 3 10/29/19 HCG FINAL EASEMENTS 2 01 /28/19 HCG COUNTY COMMENTS 1 11 /12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE PRE -DEVELOPED CONDITIONS PROJECT NO.j0075660 SHEET NO. C690 E u C I. 0 1 WATER QUALITY COMPLIANCE SUMMARY POST-DEVELOPMENTr FOREST/OPEN SPACE ON 0.01 AC I ® MANAGED TURF (45%) 0.26 AC IMPERVIOUS COVER (54%) 0.30 AC TOTAL AREA 0.57 AC REMOVAL REQUIREMENT 0.35 LB/YR `SEE SHEET C6.2 FOR VRRM CALCULATIONS AND VERIFICATION OF NUTRIENT CREDIT PURCHASE. THE VRRM ` CALCULATIONS INCLUDE THE STAIRWAY ACCESS PROJECT (ACSA PROJECT NO: 2017-07), DATED 07/03/18. I ADEQUATE OUTFALL 1: *SEE ADEQUATE OUTFALL NARRATIVE ON SHEET C6.2 DRAINAGE AREA TO #25 AREA = 0.34 AC DRAINAGE AREA TO #30 I AREA = 0.05 AC` DRAINAGE AREA TO DETENTION (#25 & #30 AREA = 0.39 AC CN=96 A02 Tc = 5 MIN DRAINAGE AREA (STAIRS ONSITE) AREA = 0.14 AC - ' \0' SAN \ D.B / CN = 74 LIMITS OF��' Tc = 5 M I N DISTURBANCE`=__ (THIS•PLAN) I I / ='-- r 2 3 4 5 6 � 1 I PARCEL 07800-00-00-01500 PARCEL 07800-00-00-015E0 CROWN MOTORCAR COMPANY L. L. C. FLOW 131J R101YON9, LLC PARCEL 07800-00-00-01500 (0. B. J617, PG. 475) D B 2809, PG 149) ✓0HN D• AND ✓ANICE 5. L/NI(OUS ZONING.' HIGHWAY COMMERCIAL ZONI(9.8 G.' HIGHWAY COMMERC/AL (0. B. 1025, PG 239) LAND USE.' COMMERCIAL � LAND USE' COMMERC/AL I ZONING.• H/GHWAY COMMERC/AL TOTAL ACRES.• 1.77 TOTAL ACRES' 0.69 I LArID USE.' COMMERCIAL TOTAL ACRES.' 1.27 5' RETAIN/NG WALL ' — rN d2 " E _ _ J15.17' EryCROAGHMENT EASEMENT D.B. 4080, PG. 132 'I PARCEL 07900-00-00-01400 JOHN D. AND JANICE 5. LINKOUS `'"----- ' (0•B. 1025, PG. 239) o ZONING.- HIGHWAY COMMERC/AL / l 57550, \f\ T / / I ; i C ' I LAND U5'E.• COMMERCIAL 0.B. 4080t PG 125 / / I '; I i I TOTAL ACRES- 1.38 SPRINT/CENTEL EASEMENT D. B. I392, PG 478 I----------- DRAINAGE AREA A, I-2------------ AREA = I .08 Ad. --- MAINTENAN ARC U7.800-QU-00 ' 15B' El l l a STORAGE I - - - Y LEE BAUMGAff< , 15 30 ELECTRIC cASE�/ENT RgGE I PARCEL 07800 00 00 015C0 VONNA G BAU1ffGAFriQr�1 / l l I /' /� COMPOUND ,.r'•B. 1379, PG. 25 SHED I ALBEMARLE COUNT/ (D.PG / SERVICE AUTHORITY ZO ING•• HLG'HN/AYG19; M4RCIAL I I I D.B. 1240, PG. 287 INLAND USE.• 6,01:%'.' J; "' 1 � € �- l /' / _- --_ = I i I ; r ARF1=4 772 ACRES rnrer ncA�s•� —M , I ; REFLECTIVE OF 0.246 �/I "// - --� — —_ I I DEDICATED 9-24-2014 ,1168 5POIN11P ROAD ACSA i I AINTENACL I °` M N ADEQUATE OUTFACE 2:BUILDING �- ,► lo: DRAINAGE EASEMENT 35J AREA = 0.08 AC o a. 3350, PG. 606 - ti CALCULATION REFERENCE SURFACE RUNOFF TO EXISTING CULVERT i AND CURB DRAIN, WITH SOME RUNOFF FROM STEPS FLOWING TO YARD DRAIN / NEAR STORAGE BUILDING, ULTIMATELY IT ALL FLOWS TO STRUCTURE #6 / ACSA STO B RAGE -UILDING pia DRAINAGE AREA ONSIT� DST INED `<`' C� _ __ ( '� , AREA ,=}FO 2; A_C--sae-_-_' `�5 C� / -- =:__:::: __:::_:;_: _ E � o------_------ - µ---�-' ' -- — I N 87"4113 NAIL SUN joo -` f — ^� :__._ __---_-- , MUM AA%mv� / P V \ o C---------__.--- _-- '.' Y''I -------------------- / I I '1�' ; ;, ' ,'• . ic' \ -�-`1- -8--------- -- 2---------------- cm;* ----------------•- -------------- RE'7800y-P 00'- 40-014C0-'' - — _ w � :38� -- �� JS,.& B REALTY VAIURE, �.2:'C. ; PARCEL 07800 00 00-016A0 p; AINAGE�`AREA/'(OFFSIi'E ' '�` , ' % (&B 340 PG. 0q6j , f03 SOUTH PANTOPS'; ' (, LIM TS Q 4 1i ;t1gB N ' ; ' ,�% ORl!/E LAND TRUST i DETAIN D \ ' \ �� SON/NG; H1Gll,�/AY 6'pi(1i11ERC/AL,: a ``\ F OItTF�Y /ACC r,' \ , /' LAND'USE. SE/./I-PURL/G ' 1 4 PG 219 _ - - =i / 1? ' (D.B. 58 , % R A = 0.1 C `` _ /49D FR[JT(? $�/ , ZONING-H/GHWAY COMMERC/AL r, / T. (�' TOTAL ,ACES. 0.41' LAAID USE.• COMMERC/AL �- I � �� - _, � '" -'• ' • - ' TOTAL ACRES- 1.98 MF --- // -:/ - �' DRAI NAGE�-AREkS�TA -RS' (QN S - P_ _ AREA = 0, 1-4-AC ---- - -- '------------- Tc 5 MIN._ ' SEE ADEQUAT OIJTFQL 1 QALCULATIONS rs C PARCEL 07800-DO-00-015C5\ VIRG'/N/A LANO TRUST �p (D.B. 4509, PG. 599) NAIL ''1 i �� ',' O I ' ZONING.' HIGHWAY COMMERCIAL �FOUN�/ _ LAND USE. COMMERC/At i' / 1 STY.�FRAME _ ��--_---_— --- �/A ,alp' ,� OUSE \� - TDTAL ACRES. 0.70 / I G , ,- - FOUND 5 , % � I," `\ - ----------------- iI------------ �✓ �;''2 ® I PARCEL 07800-00-00`:015A0------------ -" I i-----------\ 2" L1RA1 ; ' ✓ • ALBEMARLE COUNTY , ----' -- _ ------ `. / / N�/•�4 SER------------------ ICE AUTHORWY (O.B. 2024, PG. 572) ZONING H/GHWAY COMMERCIAL - - - , LAiUD USE RE5/DENT/AL-5/NG,L-E-F�M1tr-------'' PARCEL:'07800-00--015G0 �! TDTAL ACRES 1,7 ,� ____'- �� 1�OSAR/0 A. 1MAND - - ,� \\\. -- / _ - PARCEL 07800-00-00-0/5F0 ArtlN R. DURAN9 TRUSTEES \ 'I . ,� (O.B. 18 PG. 1601------- - / PANTDPS 183 LAND TRUST \ ._ ______--_ -- , / O.B. 1258 PG 271 I / TON/NG. fllG�HrSrAY COMMERCIAL l -, - - _ _ _ _ _ _ __ _ - i ( ) ----- _ -' LAr�/0 USE��ES/DENTIAL-S/NGLE FAMILY - - ,,- ;;;;': ZONING H/GHWAY C01YXMAL I - "------- 1 TOTAL ACRES. 1.02 - - - L�1N0 USE COti1tifERG/AL - - _ `�. TOTAL ACRES.' 1.28 � i ,� - --- - \ i — , —--------- ---- G Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) N� Q) w O O 7� W W p > ° � H � � V) H 0 U ®� o � O 00 U ® N W � Q V) SEAL 41 0LT11ta 4 � KEVIN ANTPONY PENNOCK '~ .4 Etc, No, 037023 ,1012-�11� , 00*4.644f4b KEY PLAN SCALE 0' 30' 60, GRAPHIC SCALE 1 " := 30, 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/1 2/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE POST -DEVELOPED CONDITIONS PROJECT NO. 50075660 SHEET NO. C6,91 1 7 q /i rl r- NO Ll CC n Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUrrE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) 0�� O 00 U � � o ® N W � SEALY,AL't'E1 C�fi j-�� KyEViNANWNYPENNOCK `` Uc, No. 0037023c KEY PLAN SCALE 0' 10' 20' GRAPHIC SCALE 1" = 10, 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 1 1 /12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY MNM APPROVED BY DRM CHECKED BY DRM DATE OCTOBER 2019 TITLE LANDSCAPE PLAN PROJECT NO. 50075660 SHEET NO. L 1,0 0 1 2 3 PLANT SCHEDULE - _ 10-YEAR TREE COVER KEY QUAN. NAME SIZE REMARKS TREE COVER SUB -TOTAL LARGE SHADE TREES AR 3 ACER RUBRUM OCTOBER GLORY' 2" - 2 1/2" CAL. B&B 397 SF 1,191 SF OCTOBER GLORY RED MAPLE NS 3 NYSSA SYLVATICA 2" - 2 1/2" CAL. B&B 123 SF 369 SF BLACK GUM TREE E QP 3 QUERCUS PHELLOS 2" - 2 1/2" CAL. B&B 370 SF 1,110 SF WILLOW OAK TOTAL TREE CANOPY: 2,670 SF SHRUBS IG 24 ILEX GLABRA 'SHAMROCK' 3 GAL. CONTAINER SHAMROCK INKBERRY ND 16 NANDINA DOMESTICA 3 GAL. CONTAINER HEAVENLY BAMBOO GROUNDCOVERS RA 60 RHUS AROMATICA 'GRO-LOW' 3 GAL. CONTAINER, 36" O.C. FRAGRANT SUMAC PARKING LOT LANDSCAPING SUMMARY STREET TREE REQUIREMENT SUMMARY D PARKING LOT LANDSCAPING: LENGTH OF STREET ADJACENT TO PROPERTY= 150 FT A. 5% COVERAGE OF PAVED PARKING AREA REQUIRED NUMBER OF LARGE SHADE TREES AT (1) PER 50FT = 3 PROPOSED PARKING LOT AREA = 7,032 SF REQUIRED COVERAGE (5%) = 351 SF PROVIDED NUMBER OF LARGE SHADE TREES: COVERAGE FROM PROPOSED EXISTING IN R/W = 0 LARGE/MEDIUM SHADE TREES = 397 SF EXISTING ON SITE NEAR R/W = 0 PROPOSED IN R/W = 3 TOTAL = 3 B. (1) LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES PROPOSED TOTAL SPACES: 18 REQUIRED SHADE TREES: 2 PROVIDED SHADE TREES: EXISTING = 2 PROPOSED= 0 TOTAL = 2 NOTE: THESE CALCULATIONS ARE FOR THE NORTH END OF THE SITE WHERE THE PARKING LOT IS BEING EXPANDED. ANY TREES REMOVED ARE BEING REPLACED ONE FOR ONE IN KIND. TREE CANOPY SUMMARY C REQUIRED TREE CANOPY FOR COMMERCIAL USE = 10% LIMITS OF DISTURBANCE AREA = 18,241 SF EXISTING TREE CANOPY = 4,427 SF EXISTING TREE CANOPY TO BE REMOVED = 3,675 SF EXISTING TREE CANOPY TO REMAIN = 752 SF PROPOSED ADDITIONAL TREE CANOPY = 2,670 SF TOTAL TREE CANOPY ((EXISTING CANOPY TO REMAIN-1.25) + PROPOSED ADDITIONAL TREE CANOPY) = 3,610 SF PROPOSED CANOPY FOR DISTURBED AREA (TOTAL TREE CANOPY / DISTURBED AREA) = 19.8% rl F REQUIRED SHRUBS ARE PROPOSED ALONG PARKING LOT ADJACENT TO ROAD: YES NOTE: DUE TO A LARGE UTILITY EASEMENT ON THE SITE, THE REQUIRED STREET PLANTING COULD NOT BE MET IN THE RIGHT-OF-WAY. PROPOSED TREES CLOSE TO THE RIGHT-OF-WAY ARE BEING USED TO SATISFY THIS REQUIREMENT. ADDITIONAL VEGETATION REQUIREMENTS SUMMARY 1. NO SCREENING IS REQUIRED. THE SUBJECT PROPERTY AS WELL AS ALL ADJACENT PROPERTIES ARE COMMERCIAL. 2. NO SLOPES IN THE LIMITS OF CONSTRUCTION EXCEED 3:1 AND THEREFORE ONLY GRASS STABILIZATION IS REQUIRED. BARK MULCH 2" MINIMUM DEPTH 2" EARTH SAUCER - FINISHED GRADE — BACKFILL -,:?' V► ;.:.„j' ALL SHRUBS SHALL BE PLANTED 4" MIN. ABOVE I I -I I( — ADJACENT GRADES TO I I I —I l I— I —I I I --I I I ALLOW FR DRAINAGE AND SOILSETTLEMENT. I I II I I I II I I I II I II II NO SOIL SHALL BE PLACED ABOVE THE 12" ROOT COLLAR. — MIN. SHRUB PLANTING N.T.S. (SOURCE: DEWBERRY) 4 I 5 6 NOTE: ALL TREE; OF ROOT TO ALLOti NO SOIL ROOT CC BARK MU DEPTH. D MULCH " TRUNK. 3" HIGH BACKFILL REMOVE TWINE, Al LAP FROG 1/2 OF Rl BALL UNDISTU. SUBGRAI BRANCH HEIGHT (A.A.N. STANDARD) FINISHED GRADE SCARIFY WALLS OF PLANT PITS PLANTING HOLE MIN. 2 TIMIES DIAMETER OF ROOT BALL TREE PLANTING N.T.S. (SOURCE: DEWBERRY) ROOT PRUNING DETAIL (SOURCE: DEWBERRY) NOTES: 1. ROOT PRUNING SHALL BE DONE WITH A TRENCHER OR VIBRATORY PLOW TO A DEPTH OF 18"-24". ROOTS OVER 1.5" IN DIAMETER SHALL HAVE A CLEAN CUT MADE BY A CLEAN SAW ON THE SURFACE OF THE ROOT, WHICH IS STILL ATTACHED TO THE TREE. NO NOT PAINT THE CUT ROOT END. IF EXCAVATION IS FOR INSTALLATION OF THE UNDERGROUND UTILITIES, LEAVE THE ROOT INTACT AND THREAD THE LINES UNDERNEATH. 2. ROOT PRUNING SHALL TAKE PLACE PRIOR TO ANY CLEARING AND GRADING. EXACT LOCATION OF TREE PROTECTION AREAS SHALL BE STAKED OR FLAGGED PRIOR TO TRENCHING. 3. ROOT PRUNING SHALL BE CONDUCTED WITH THE SUPERVISION OF A CERTIFIED ARBORIST. 4. BACKFILL THE ROOT PRUNING TRENCH WITH EXCAVATED SOIL AND MULCH AND MARK LOCATION FOR FUTURE REFERENCE. SILT FENCE MAY BE INSTALLED IN TRENCH PRIOR TO BACKFILLING AS LONG AS THE TRENCH IS NOT OPEN FOR LONGER THAN 48 HOURS WITHOUT WATERING. ONSTRUCTION :1 fence 5. ROOT PRUNING WORK WILL NOT BE DONE WHEN MORE THAN THE TOP 1 INCH OF SOIL IS FROZEN. ROOT PRUNING WILL NOT BE UNDERTAKEN WHEN THE SOIL IS WET AND CONDITIONS ARE MUDDY. --------�, I1.5 - , ft 6. THE COUNTY URBAN FORESTER SHALL BE NOTIFIED trench WHEN ALL ROOT PRUNING AND TREE PROTECTION depth FENCE INSTALLATION IS COMPLETE. 1Backfill trench #-- 6 in tr><a�cirn�un trench width Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN,VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) 0 w clo W � Q � U � VD H 0��; O 00 U � � O � p N Mw SEAL 4! i ALTII Qp 9i KEVVN ANTI4ONY PENtIOCK Uc. No. 437U 3 Ip �r},YAL E !Y KEY PLAN SCALE 3 10/29/19 HCG FINAL EASEMENTS 2 01/28/19 HCG COUNTY COMMENTS 1 11/12/18 DAB COUNTY COMMENTS No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE MNM DRM DRM OCTOBER 2019 TITLE LANDSCAPE NOTES & DETAILS PROJECT NO. 50075660 SHEET NO. L 1 0 1 Is F1 C M r � Dewberry' Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE surE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) F-j-1 0 0 � W 00 � � � o W ® N � Q SEAL X ' •••® •• PETER 0. AND RSEN " Lic, No. Q29018 ? o w. ■ .4 tip. KEY PLAN SCALE 0' 20' 40' GRAPHIC SCALE 1 " = 20' No. DATE I BY I Description IISIONS DRAWN BY ELP APPROVED BY POA CHECKED BY POA DATE AUGUST 2019 TITLE ELECTRICAL SITE PLAN PROJECT NO. 50075660 SHEET NO. 1,6 0 1 A C C onr Ira 1.2" LIGHT FIXTURE, SEE LIGHT FIXTURE SCHEDULE--- 20' SQUARE STRAIGHT STEEL, DARK BRONZE POLE LEVELING NUT AND WASHER- 1" CHAMFER— POLE, AS SPECIFIED, SHALL HAVE AN EPA RATING GREATER THAN OR EQUAL TO THE SUM OF ALL FIXTURES ATTACHED TO IT WITH WINDS OF 11 Qmph AND A 1.3 GUST FACTOR. REINFORCED HANDHOLE WITH COVER AND STAINLESS STEEL SCREWS TERMINATE CONDUIT INTERNALLY, ADJACENT TO HANDHOLE STAINLESS STEEL CONCRETE. RING .1 Q1 CAST ALUMINUM BASE COVER HEX BOLT AND AROUND. BOX WASHER PROVIDE NON —SHRINK GROUT ° ` ° BOX AND PACKED UNDER POLE BASE TO PULL SLOT ����' 6» ° COVER Jo INSURE FULL CONTACT WITH Boa " FOOTING AND PREVENT LOOSENING o 4 d 4 OF LEVELING NUTS. PROVIDE WEEP SKID — Q 4 HOLES FOR DRAINAGE. RESISTANT j SURFACE 6 4 as 6 BARE GROUND. # WIRE 5» TOP SOIL IN PAVEMENT AND COMPACTED UNPAVED AREAS BASE COURSE EARTH 3/4;,DIA ;x 10'--0»LONG 12" COPPER CLAD GROUND TT ROD 12"CFI ! ° DETECTABLE CONCRETE 28—DAYlII ��� MARKING TAPE COMPRESSIVE STRENGTH -� BACKFILL B.F. NOT LESS THAN 4000 PSI SECTIONAL CRUSHED ROCK ( ) BOX WHEN 3: 2 ll'F WIDEN TRENCH �C.=j #3 (ASTM A615 GRADE 60) REQUIRED TYPE HANDHOLE SIZING o Z -" 4 AS NEEDED HORIZONTAL REINFORCING HH 12" X 18" X 12" DEEP m ~= ABOVE PIPE BARS AT 12" OC. � N �' VDOT #9 BEDDING REQUIREMENTS . #4 (ASTM A615 GRADE 60) HANDHOLE CIRCUIT CONDUCTORS AND VERTICAL REINFORCING BARS 1. HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A HEAVY WEAVE , AT 6 OC. FIBERGLASS REINFORCING WITH COMPRESSIVE STRENGTH OF NO LESS THAN CONDUIT TO NEXT POLE. 16" DIA 10,000 psi. I `` SEE PLANS FOR SIZE AND NUMBER CONDUIT INTO HOT DIPPED GALVANIZED FOUNDATION ANCHOR BOLTS, SIZE PER 2. COVER AND BOX SHALL WITHSTAND A SERVICE LOAD OF NO LESS THAN POLE MANUFACTURER 15,000 LBS OVER A 10" x 10" AREA. D 6" MIN. SCHEDULE 40 PVC CONDUIT REQUIREMENTS 3. PROVIDE STAINLESS STEEL BOLTS AND INSERTS. 1 " DIA. COURSE GRAVEL SETTING 4. PROVIDE WITH (2) 2 1 /2" MOUSEHOLES. D+2 —0 TRANSITION TO RIGID BED MAX. GALVANIZED CONDUIT 5, PROVIDE LABEL "ELECTRIC" FOR POWER HANDHOLES, OR AS INDICATED. TRENCH DETAIL - LIGHT FIXTURE TYPE 'A' ,2 HANDHOLE DETAIL SINGLE PIPE PAVED AREA 1 POLE FOUNDATION DETAIL NOT TO SCALE NOT TO SCALE E1.1 E1,1 E1,1 E1.1 E1.1 E1.1 NOT TO SCALE HDiUM (XCHM3 LIGHT OUTPUT -XCHM3 # of LEDS lurrtens (Nominal) Waits Type a e 5 1 a FT 1 Nominal 350 mA 128 12800 1 12100 13000 141 450 mA 128 15200 14300 15500 1;87 9 350 mA 128 11700 11100 11700 141 450 mA 1 128 13400 12200 14000 187 US patent 7828456, BM2428 and CAN 2M57 & 2736757 and MX patent 29631 and ISDL 49679 and AUS 2008;312668 and US & Intl. patents pending SMARTTEC'M - LSI drivers feature integral sensor which reduces drive current, when ambient temperatures exceed rated temperature. LEDS - Select high -brightness LEDs in Cool White (5000K) or Neutral White (4000K) color temperature, 70 CRI. DISTRiBUTION/PERFORMANCE - Type 3, 5 and FT. Exceptional uniformity with full cutoff creates bright environment at lower light levels. Improved backlight cutoff minimizes light trespass. ROUSING - Radiused, rectangular -shaped, aluminum housing with stainless steel or electro- zinc plated steel mounting. hardware. Fixture is IP65 rated. OPTICAL UNiT - Clear tempered optical grade flat glass lens sealed to aluminum housing creates a sealed optical unit. Pressure stabilizing breather allows super -tight protection while preventing temperature cycling from building up internal pressures and vacuums that can stress optical unit seals. Patented integral single -blade heat sink does not trap dirt and grime, ensuring cool running performance over the life of the fixture. Two stainless steel captive fasteners allow easy access to driver. One-piece extruded EPDM gasket seals optical assembly'against housing. MOUNTING - Use with 5" traditional drilling pattern. An extruded radius 8" arm is shipped standard and compatible with all fixture mounting configurations. The fixture may also be mounted to 3"-5 round. poles using the round, pole plate adaptor accessory (RPP2), which must be ordered. separately. ELECTRICAL - Two -stage surge protection {Including separate surge protection built Into electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal .voltage power supply 120-277VAC (UE-50/6OHz.input) and 347-480VAC, Optional twistlock photocell receptacle is available. Photocell must be ordered separately. DRIVER - Available in 350mA and 45OmA drive currents. (Drive currents are factory programmed). State-of-the-art driver technology designed specifically for LSI LED light sources provides unsurpassed system efficiency. Components are fully encased in potting material for moisture resistance. Driver complies with FCC 47 CFR part 15 RFI/EMI standard. LED Chips are frequently updated therefore values may increase. OPERATING TEMPERATURE - -40°C to +50°C.(-40°F to +122°F) FINISH -. Fixtures are finished with LSI's DuraGripo polyester powder coat finishing process. The Dura ri finish withstands extreme i G e weather changes without cracking r e lih . p a o e g 9 P 9 WflRRANTX ,;LSI LED fixtures .Carry a limiied q.,yoawarran tY PHOTOMETRICS - Please visit our web site at .IsHndustrfes.co for detailed photometric data. Also available in traditional light sources SHIPPING WEIGHT (In carton) - 33 Ibs.li5Kg LISTING - ETL listed to U.S. and Canadian safety standards. Suitable for wet locations. This product, or selected vorslons of this product, meet the standards listed below. Please consult factory for your specific requirements. ARRA .Eib„ OUSFCCIP65 T 7Pr016ct Name 1 Fixture Type r loll&16 g t L61 MOUSTRIESQ2olsir1C. LIGHTING FIXTURE SCHEDULE 4 LiGHT FIXTURE TYPE IN CATALOG CUT SHEET E1.1 I E1.1 )NOT TO SCALE TYPE DESCRIPTION SIZE MANUFACTURER LAMP LASTS NOTES VOLTAGE VA A FULL CUTOFF PARKING LOT AREA (LIGHT, 2 HEADS MOUNTED 180 DEGREES APART ON POLE. 3' ABOVE 23.5" LONG LSI. INDUSTRIES CHALLENGER SERIES LED — 5000K N/A N/A 208V 143 GRADE POLE BASE. HOUSING SHALL BE 17.825". WIDTH #XCHM3-5— LED— 128-350-CW—UE—BLK 12,123 LUMENS RECTANGULAR —SHAPED, EXTRUDED ALUMINUM WITH 9.125" HEIGHT STAMPED METAL COMPONENTS, LED DRIVER 20' HIGH POLE COMPARTMENT SHALL BE SEALED FOR WEATHER —TIGHT OPERATION, HIGH PERFORMANCE ALUMINUM HEAT REFER TO POLE FOUNDATION SINKS SHALL BE SPECIFICALLY DESIGNED FOR LED DETAIL AREA LIGHTING APPLICATION. 120-277V 50/60 HZ, CLASS 1 LED DRIVER, POWER FACTOR >90% AND THD <20% OF FULL LOAD, 1OkV SURGE SUPPRESSOR. FINISH SHALL BE LSIs DURAGRIP POLYESTER POWDER COAT FINISH. FINISH SHALL WITHSTAND EXTREME WEATHER CHANGES WITHOUT CRACKING OR PEELING. FINISH SHALL BE SUPPORTED BY /A 5 YEAR WARRANTY. FINISH SHALL BE BLACK. TO MATCH EXISTING POLES. FIXTURE SHALL BE EFL LISTED FOR WET LOCATIONS AND: ENCLOSURE CLASSIFIED IP65 PER IEC 529. FIXTURE SHALL HAVE TYPE V DISTRIBUTION. THE LIGHT LOSS FACTOR (LLF) IS 1.0. Dewberry Engineers Inc. 4805 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804.290.7957 (PHONE) 804.290.7928 ( FAX) E a 00 Z E Q Z 0 Wa-(j)� Uj < COCC 4 - Z WWx0w> CL W 0 O U) o w :D U) ( w O O c) 0 ,_ '� W O CC o <[ W I 10- C w 0 C\i a_ 0 .._.l C/) SEAL r ®V y . V ✓' O PETER 0. ANDERSENr� Lic. No. 029018 •j,a0IfAL ♦4 , - KEY PLAN SCALE No. DATE BY Description ASIONS DRAWN BY ELP APPROVED BY POA CHECKED BY POA DATE AUGUST 2019 TITLE ELECTRICAL DETAILS PROJECT NO. 50075660 SHEET NO. El io It 0 103 1 2 Fum"'IVISION 16 SPECIFICATIONS: SECTION 16100 = BASIC ELECTRICAL REQUIREMENTS SCOPE OF WORK: PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SUPERVISION TO CONSTRUCT COMPLETE AND OPERABLE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. ALL MATERIALS AND EQUIPMENT USED SHALL BE NEW, UNDAMAGED AND FREE FROM ANY DEFECTS. PERMITS AND TESTS; ELECTRICAL WORK: SUBMIT A RECORD COPY (FOR OWNER'S RECORDS) OF ELECTRICAL WORK NOTICES, PERMITS, LICENSES, INSPECTION OR TEST REPORTS, AND SIMILAR ITEMS OBTAINED IN RESPONSE TO. !GOVERNING SAND IMPOSED CODES, REGULATIONS AND STANDARDS. ALL WORK SHALL CONFORM TO THE, CODES AND STANDARDS LISTED. OWTHE'PLANS. PRODUCT WARRANTIES: PROVIDE MANUFACTURER'S STANDARD PRINTED COMMITMENT IN REFERENCE TO A SPECIFIC PRODUCT AND NORMAL APPLICATION, STATING THAT CERTAIN ACTS OF RESTITUTION WILL BE PERFORMED FOR THE PURCHASER OR OWNER BY THE MANUFACTURER, WHEN AND IF THE PRODUCT FAILS WITHIN CERTAIN OPERATIONAL CONDITIONS, AND TIME LIMITS. WHERE THE WARRANTY REQUIREMENTS OF A SPECIFIC SPECIFICATION SECTION EXCEEDS THE MANUFACTURER'S STANDARD WARRANTY, THE MORE STRINGENT REQUIREMENTS WILL APPLY AND MODIFIED MANUFACTURER'S WARRANTY SHALL BE PROVIDED. IN NO CASE SHALL THE MANUFACTURER'S WARRANTY BE LESS THAN ONE (1) YEAR. EXECUTION: CLEAN ALL EQUIPMENT, INSIDE AND OUT, UPON COMPLETION OF THE WORK. SCRATCHED OR MARRED SURFACES SHALL BE TOUCHED -UP WITH TOUCH-UP PAINT FURNISHED BY THE EQUIPMENT MANUFACTURER. REPLACE ALL EQUIPMENT AND MATERIALS THAT BECOME DAMAGED.. STRUCTURAL LIMITATIONS: DO NOT CUT STRUCTURAL FRAMING, WALLS, FLOORS, DECKS, AND OTHER MEMBERS INTENDED TO WITHSTAND STRESS, EXCEPT WITH THE ARCHITECT'S WRITTEN AUTHORIZATION. AUTHORIZATION WILL BE GRANTED ONLY WHEN THERE IS NO OTHER 'REASONABLE METHOD FOR .COMPLETING THE ELECTRICAL WORK, AND WHERE THE PROPOSED CUTTING CLEARLY DOES NOT MATERIALLY WEAKEN THE STRUCTURE. RECORD DOCUMENTS INDICATE INSTALLED CONDITIONS FOR: 1. MAJOR RACEWAY SYSTEMS, SIZE AND LOCATION, FOR BOTH EXTERIOR AND INTERIOR; LOCATIONS OF CONTROL DEVICES; DISTRIBUTION AND BRANCH ELECTRICAL CIRCUITRY; AND FUSE AND CIRCUIT BREAKER SIZE AND ARRANGEMENTS. D D CONCEALED DIMENSIONED FROM PROMINENT BUILDING LINES, 2. EQUIPMENT. LOCATIONS. (EXPOSE, , AN ), 0 3. APPROVED SUBSTITUTIONS, CONTRACT MODIFICATIONS, AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. 61. END OF SECTION 100 SECTION 16500 - BASIC ELECTRICAL MATERIALS AND METHODS ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. ROUGH -IN VERIFY FINAL LOCATIONS FOR ROUGH -INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE CONNECTED. FIRESTOPPING 1 � � 1. CONCRETE: EXPANSION BOLTS. INSTEAD OF EXPANSION BOLTS, THREADED STUDS DRIVEN BY A POWDER CHARGE AND PROVIDED WITH LOCK WASHERS MAY BE USED IN EXISTING CONCRETE. 2. STEEL: WELDED THREADED STUDS OR SPRING -TENSION CLAMPS ON STEEL. a. FIELD WELDING: COMPLY WITH AWS D1.1. WELDING TO STEEL STRUCTURE MAY BE USED ONLY. FOR THREADED STUDS, NOT FOR CONDUITS, PIPE STRAPS, OR OTHER ITEMS. 3. LIGHT STEEL: SHEET -METAL SCREWS. 4. FASTENERS: SELECT SO THE LOAD APPLIED TO EACH FASTENER DOES NOT EXCEED 25 PERCENT OF ITS PROOF -TEST LOAD. IDENTIFICATION MATERIALS AND DEVICES INSTALL AT LOCATIONS FOR MOST CONVENIENT VIEWING WITHOUT INTERFERENCE WITH OPERATION. AND MAINTENANCE OF EQUIPMENT, COORDINATE NAMES, ABBREVIATIONS, COLORS, AND OTHER DESIGNATIONS USED FOR ELECTRICAL IDENTIFICATION WITH CORRESPONDING DESIGNATIONS INDICATED IN THE CONTRACT DOCUMENTS OR REQUIRED BY CODES AND STANDARDS. USE CONSISTENT DESIGNATIONS THROUGHOUT PROJECT. CIRCUIT IDENTIFICATION LABELS ON OUTLET BOXES, JUNCTION BOXES AND PULL BOXES: INSTALL LABELS EXTERNALLY. 1. SWITCHES AND EXPOSED JUNCTION BOXES: PRESSURE-SENSTTIVE, SELF-ADHESIVE PLASTIC LABEL ON FACEPLATE. USE CLEAR LABEL WITH BLACK LETTERS. 2. CONCEALED JUNCTION AND PULL BOXES: NEAT HANDWRITTEN LABEL USING PERMANENT BLACK MARKER. 3. LABELING LEGEND: PERMANENT, WATERPROOF LISTING OF PANEL AND CIRCUIT NUMBER OR EQUIVALENT. CUTTING AND PATCHING GENERAL: 1. PERFORM CUTTING, FITTING, AND PATCHING OF ELECTRICAL EQUIPMENT AND MATERIALS REQUIRED TO: a. UNCOVER WORK TO PROVIDE FOR INSTALLATION OF ILL TIMED WORK. b. REMOVE AND REPLACE DEFECTIVE. WORK. c. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF. THE CONTRACT DOCUMENTS d. INSTALL EQUIPMENT AND MATERIALS IN EXISTING STRUCTURES. 2. CUT, REMOVE, AND LEGALLY DISPOSE OF SELECTED ELECTRICAL EQUIPMENT, COMPONENTS, AND MATERIALS AS INDICATED, INCLUDING BUT NOT LIMITED TO REMOVAL OF ELECTRICAL ITEMS INDICATED TO BE REMOVED AND ITEMS .MADE OBSOLETE BY THE NEW WORK. 3. PROTECT THE STRUCTURE, FURNISHINGS, FINISHES, AND ADJACENT MATERIALS NOT INDICATED OR SCHEDULED TO BE REMOVED. 4. PROVIDE AND MAINTAIN TEMPORARY PARTITIONS OR DUST BARRIERS ADEQUATE TO PREVENT THE SPREAD OF DUST AND DIRT TO ADJACENT AREAS. 5. PROTECTION OF INSTALLED WORK: DURING CUTTING AND PATCHING OPERATIONS,PROTECT ADJACENT. INSTALLATIONS. 6. PATCH FINISHED SURFACES AND BUILDING. COMPONENTS USING NEW MATERIALS .SPECIFIED .FOR THE ORIGINAL „I.NSTALLATION 'AND EXPERIENCED::I. STAL.LERS NSTALLERS...QUAUFICATIONS REFER TQ. ,THE TERIALS AND MTHODS REQUIRED FOR THE SURFACE AND"BUILDING COMPONENTS BEING PATGNED. 7. REPAIR AND REFINISH DISTURBED FINISH MATERIALS AND OTHER SURFACES TO MATCH ADJACENT UNDISTURBED SURFACES. INSTALL NEW FIREPROOFING WHERE EXISTING FIRESTOPPING HAS BEEN DISTURBED. REPAIR AND REFINISH MATERIALS AND . OTHER SURFACES BY SKILLED MECHANICS OF TRADES. INVOLVED. FIELD QUALITY CONTROL INSPECT INSTALLED COMPONENTS FOR DAMAGE AND FAULTY WORK, INCLUDING THE FOLLOWING: 1, SUPPORTING DEVICES FOR ELECTRICAL COMPONENTS. 2. ELECTRICAL IDENTIFICATION. 3. CUTTING AND PATCHING FOR ELECTRICAL CONSTRUCTION. APPLY FIRESTOPPING TO CABLE AND RACEWAY PENETRATIONS OF FIRE -RATED FLOORS OR WAIL ASSEMBLIES TO ACHIEVE CLEANING AND PROTECTION FIRE -RESISTANCE RATING OF THE ASSEMBLY. ON COMPLETION OF INSTALLATION, INCLUDING OUTLETS, FITTINGS, AND DEVICES, INSPECT EXPOSED FINISH. REMOVE BURRS, DIRT, SUPPORTING DEVICES PAINT SPOTS, AND CONSTRUCTION DEBRIS. MATERIAL: COLD -FORMED STEEL, WITH CORROSION -RESISTANT COATING ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PROTECT EQUIPMENT AND INSTALLATIONS AND MAINTAIN CONDITIONS TO ENSURE THAT COATINGS, FINISHES, AND CABINETS ARE WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. RACEWAY AND CABLE SUPPORTS: MANUFACTURED CLEVIS HANGERS, RISER CLAMPS, STRAPS, THREADED C-CLAMIPS WITH RETAINERS, CEILING TRAPEZE HANGERS, WALL BRACKETS, AND SPRING -STEEL CLAMPS OR CLICK -TYPE HANGERS. END OF SECTION 16500 ELECTRICAL SUPPORTING DEVICE APPLICATION SECTION 16600 - CONDUCTORS..RACEWAYS AND WIRING DEVICES DRY LOCATIONS: STEEL MATERIALS. SUBMITTALS SELECTION OF SUPPORTS: COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. GROUNDING APPLICATION IN RACEWAYS, USE INSULATED EQUIPMENT GROUNDING CONDUCTORS. CONNECTIONS AND TERMINATIONS: 1. EQUIPMENT GROUNDING CONDUCTOR TERMINALS: USE BOLTED PRESSURE CLAMPS. EQUIPMENT GROUNDING CONDUCTORS: 1. COMPLY WITH NFPA 70, ARTICLE.250, FOR TYPES, SIZES, AND QUANTITIES OF EQUIPMENT GROUNDING CONDUCTORS, UNLESS SPECIFIC TYPES, LARGER SIZES, OR MORE CONDUCTORS THAN REQUIRED BY NFPA 70 ARE INDICATED.. 2. INSTALL EQUIPMENT GROUNDING CONDUCTORS IN ALL FEEDERS AND CIRCUITS. INSTALLATION: 1. GROUNDING CONDUCTORS: ROUTE ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE, UNLESS OTHERWISE INDICATED. AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAY BE SUBJECTING TO STRAIN, IMPACT, OR DAMAGE. CONNECTIONS: 1. EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: FOR NO. 8 AWG AND LARGER, USE PRESSURE -TYPE GROUNDING LUGS. NO. 10 AWG AND SMALLER GROUNDING CONDUCTORS MAY BE TERMINATED WITH WINGED PRESSURE -TYPE CONNECTORS. SUPPORT INSTALLATION INSTALL SUPPORT DEVICES TO SECURELY. AND PERMANENTLY FASTEN AND SUPPORT ELECTRICAL COMPONENTS. INSTALL INDIVIDUAL AND MULTIPLE RACEWAY HANGERS AND RISER CLAMPS TO SUPPORT RACEWAYS. PROVIDE U-BOLTS, CLAMPS, ATTACHMENTS, AND OTHER HARDWARE NECESSARY FOR HANGER' ASSEMBLIES. MD FOR SECURING HANGER RODS AND CONDUITS. SUPPORT PARALLEL RUNS OF HORIZONTAL RACEWAYS TOGETHER ON TRAPEZE- OR BRACKET -TYPE HANGERS. SUPPORT INDIVIDUAL HORIZONTAL RACEWAYS WITH SEPARATE, MALLF.ABI F-IRON PIPE HANGERS OR CLAMPS. INSTALL 1/4-INCH DIAMETER OR LARGER THREADED STEEL HANGER RODS, UNLESS OTHERWISE INDICATED. SEPARATELY SUPPORT CAST BOXES THAT ARE THREADED TO RACEWAYS AND USED FOR FIXTURE SUPPORT. SUPPORT A SHEET -METAL BOXES DIRECTLY FROM THE BUILDING STRUCTURE OR BY BAR HANGERS. IF BAR HANGERS ARE USED, ATTACH BAR TO RACEWAYS. ON OPPOSITE SIDES OF THE BOX AND SUPPORT THE RACEWAY WITH AN APPROVED FASTENER NOT MORE THAN 24 INCHES FROM THE BOX. INSTALL SLEEVES FOR CABLE AND RACEWAY PENETRATIONS OF CONCRETE SLABS AND WALLS UNLESS CORE -DRILLED HOLES ARE USED. INSTALL SLEEVES FOR CABLE AND RACEWAY PENETRATIONS OF MASONRY AND FIRE -RATED GYPSUM WALLS AND OF ALL OTHER FIRE -RATED FLOOR AND WALL ASSEMBLIES, INSTALL SLEEVES DURING ERECTION OF CONCRETE AND MASONRY WALLS. SECURELY FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTS. TO THE BUILDING STRUCTURE, UNLESS OTHERWISE INDICATED. PERFORM FASTENING ACCORDING TO THE FOLLOWING UNLESS OTHER FASTENING. METHODS ARE INDICATED: PRODUCT DATA: 1. FOR WIRES AND CABLES. 2. FOR RACEWAYS, WIREWAYS AND FITTINGS, HINGED -COVER ENCLOSURES, AND CABINETS. 3. FOR RECEPTACLES, SWITCHES, AND FACEPLATES. SHOP DRAWINGS: INCLUDE LAYOUT DRAWINGS SHOWING COMPONENTS AND WIRING FOR NONSTANDARD BOXES; ENCLOSURES, AND CABINETS. QUALITY ASSURANCE LISTING AND LABELING: PROVIDE ALL PRODUCTS SPECIFIED IN THIS SECTION THAT ARE LISTED AND LABELED. THE TERMS "LISTED" AND "LABELED": AS DEFINED IN NFPA 70, ARTICLE 100. COMPLY WITH NFPA 70. COORDINATION COORDINATE LAYOUT AND INSTALLATION OF RACEWAYS AND BOXES WITH OTHER CONSTRUCTION ELEMENTS TO ENSURE ADEQUATE HEADROOM, WORKING CLEARANCE, AND ACCESS. REVISE LOCATIONS AND ELEVATIONS FROM THOSE INDICATED, AS REQUIRED TO SUIT FIELD CONDITIONS, AND AS APPROVED BY ENGINEER OR ARCHITECT. CONDUCTORS AND CABLES UL-LISTED BUILDING WIRES AND CABLES WITH CONDUCTOR MATERIAL, INSULATION TYPE, CABLE CONSTRUCTION, AND RATING AS SPECIFIED IN PART 3 "WIRE AND INSULATION. APPLICATIONS" ARTICLE. CONDUCTOR MATERIAL: COPPER. STRANDING: SOLID CONDUCTOR FOR NO. 10 AWG AND SMALLER; STRANDED CONDUCTOR FOR LARGER THAN NO. 10 AWG. MINIMUM SIZE: #12AWG FOR POWER CIRCUITS. CONNECTORS AND SPLICES: 1. UL-LISTED, FACTORY -FABRICATED WIRING CONNECTORS OF SIZE, AMPACITY RATING, MATERIAL, TYPE, AND CLASS FOR APPLICATION AND SERVICE. INDICATED. COMPLY WITH PROJECT'S INSTALLATION REQUIREMENTS AND AS SPECIFIED IN PART 3 "WIRE AND INSULATION APPLICATIONS" ARTICLE. 2. PUSH -IN TYPE SPLICE CONNECTORS ARE PROHIBITED. RACEWAY AND BOXES METAL CONDUIT AND TUBING: 1. EMT AND FITTINGS: ANSI C80.3. a. FITTINGS: STEEL COMPRESSION TYPE. CAST, POT METAL, SET -CREW, OR CRIMP TYPE FITTINGS ARE NOT ACCEPTABLE. BOX CONNECTORS SHALL BE INSULATED THROAT TYPE. 2. FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT/TUBING MATERIALS. PULL AND JUNCTION BOXES: 4 � 1. SMALL SHEET METAL BOXES: NEMA OS 1. CONDUCTORS AND CABLES EXAMINATION: EXAMINE RACEWAYS AND BUILDING FINISHES TO RECEIVE WIRES AND CABLES FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WIRES AND CABLES. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. WIRE AND INSULATION APPLICATIONS: 1. BRANCH CIRCUITS: TYPE THHN/THWN, IN RACEWAY. INSTALLATION: INSTALL WIRES AND CABLES AS INDICATED, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND NECA'S "STANDARD OF INSTALLATION, 1. PULL CONDUCTORS: USE MANUFACTURER -APPROVED PULLING COMPOUND OR LUBRICANT WHERE NECESSARY; COMPOUND USED MUST NOT DETERIORATE CONDUCTOR OR INSULATION.. DO NOT EXCEED MANUFACTURER'S RECOMMENDED MAXIMUM PULLING TENSIONS AND SIDEWALL PRESSURE VALUES. 2. USE PULLING MEANS, INCLUDING FISH TAPE, CABLE, ROPE, AND BASKET -WEAVE WIRE/CABLE GRIPS, THAT WILL NOT DAMAGE CABLES OR RACEWAY. 3. INSTALL EXPOSED. CABLES, PARALLEL AND PERPENDICULAR TO SURFACES. OF EXPOSED. STRUCTURAL MEMBERS, AND FOLLOW SURFACE CONTOURS WHERE POSSIBLE. 4. SUPPORT CABLES ACCORDING TO DIVISION 16 SECTION "BASIC ELECTRICAL MATERIALS AND METHODS." .5. SEAL AROUND CABLES PENETRATING FIRE -RATED ELEMENTS. ACCORDING TO U.L. SYSTEMS SHOWN ON DRAWINGS AND DIVISION 7 SECTION "FIREPROOFING." 6. IDENTIFY WIRES AND CABLES ACCORDING TO DIVISION 16 SECTION "BASIC ELECTRICAL MATERIALS AND METHODS." CONNECTIONS: 1. CONDUCTOR SPLICES: .KEEP TO MINIMUM. 2. INSTALL SPLICES AND TAPS THAT POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN CONDUCTORS. BEING SPLICED. PUSH -IN TYPE SPLICE CONNECTORS ARE PROHIBITED. USE SPLICE AND TAP CONNECTORS COMPATIBLE WITH CONDUCTOR MATERIAL. 3. CONNECT OUTLETS AND COMPONENTS TO WIRING AND TO GROUND AS INDICATED AND INSTRUCTED BY MANUFACTURER. 4. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 486B, RACEWAY AND BOXES EXAMINATION: EXAMINE SURFACES TO RECEIVE RACEWAYS, BOXES, ENCLOSURES, AND CABINETS FOR COMPLIANCE WITH CONDITIONSAFFECTING PERFORMANCE OF RACEWAY INSTALLATION. DO NOT PROCEED WITH INSTALLATION TOLERANCES AND OTHER CEE INSTALLATION UNTIL UNSATISFACTORY CONDITIONS. HAVE BEEN CORRECTED. WIRING METHODS: 1. INDOORS: USE THE FOLLOWING WIRING METHODS:. a. EXPOSED: 1) EMT. ALL FEEDERS AND BRANCH CIRCUITS 8 FT OR MORE ABOVE FINISH FLOOR. EXCEPT WHERE EXPOSED TO CORROSIVE INFLUENCE AND/OR PHYSICAL DAMAGE, USE RIGID GALVANIZED STEEL. b. CONCEALED EMT. c. BOXES AND ENCLOSURES: NEMA 250, TYPE 1 INSTALLATION: INSTALL RACEWAYS, BOXES, ENCLOSURES, AND CABINETS AS INDICATED, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS 1. MINIMUM RACEWAY SIZE: 3/4-INCH TRADE SIZE (DN21). 2. CONCEAL CONDUIT, UNLESS OTHERWISE. INDICATED, WITHIN FINISHED WALLS, CEILINGS, AND FLOORS. 3. KEEP RACEWAYS AT LEAST 6 INCHES (150 MM) AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR HOT-WATER PIPES. INSTALL HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. 4. INSTALL RACEWAYS LEVEL AND SQUARE AND AT PROPER ELEVATIONS, PROVIDE ADEQUATE HEADROOM. 5. COMPLETE RACEWAY INSTALLATION BEFORE STARTING CONDUCTOR INSTALLATION. 6. SUPPORT RACEWAYS AS SPECIFIED IN DIVISION 26 SECTION "BASIC ELECTRICAL MATERIALS AND METHODS." 7. MAKE BENDS AND OFFSETS SO ID IS NOT REDUCED. KEEP LEGS OF BENDS IN THE SAME PLANE AND STRAIGHT LEGS OF OFFSETS PARALLEL, UNLESS OTHERWISE INDICATED. 8. USE RACEWAY FITTINGS COMPATIBLE WITH RACEWAYS AND SUITABLE FOR USE AND LOCATION. FOR INTERMEDIATE STEEL CONDUIT, USE THREADED RIGID STEEL CONDUIT FITTINGS, UNLESS OTHERWISE INDICATED. 9. RUN CONCEALED .RACEWAYS, WITH A MINIMUM OF .BENDS, IN THE SHORTEST PRACTICAL DISTANCE CONSIDERING THE TYPE OF BUILDING CONSTRUCTION AND OBSTRUCTIONS, UNLESS OTHERWISE. INDICATED. 10. INSTALL EXPOSED RACEWAYS PARALLEL. TO OR AT RIGHT ANGLES TO NEARBY SURFACES OR STRUCTURAL MEMBERS, AND FOLLOW THE SURFACE CONTOURS AS MUCH AS PRACTICAL. a. RUN PARALLEL OR BANKED. RACEWAYS TOGETHER,. ON COMMON SUPPORTS WHERE PRACTICAL. b. MAKE BENDS IN PARALLEL OR BANKED RUNS FROM SAME CENTERLINE TO MAKE BENDS PARALLEL. USE FACTORY ELBOWS ONLY WHERE ELBOWS CAN BE INSTALLED PARALLEL; OTHERWISE, PROVIDE FIELD BENDS FOR PARALLEL RACEWAYS. 13. JOIN RACEWAYS WITH FITTINGS DESIGNED AND APPROVED FOR THE PURPOSE AND MAKE JOINTS TIGHT. a. MAKE RACEWAY TERMINATIONS TIGHT. USE BONDING BUSHINGS OR WEDGES AT CONNECTIONS SUBJECT TO VIBRATION. USE BONDING JUMPERS WHERE JOINTS CANNOT BE MADE TIGHT. b. USE INSULATING BUSHINGS TO PROTECT CONDUCTORS. 14. TERMINATIONS: WHERE RACEWAYS ARE TERMINATED WITH LOCKNUTS AND BUSHINGS, ALIGN RACEWAYS TO ENTER SQUARELY AND INSTALL LOCKNUTS WITH DISHED PART AGAINST THE BOX. WHERE TERMINATIONS ARE NOT SECURE WITH 1 LOCKNUT, USE.2 LOCKNUTS: i INSIDE AND 1 OUTSIDE THE BOX. PROTECTION: PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER ACCEPTABLE TO MANUFACTURER AND INSTALLER, THAT ENSURE COATINGS, FINISHES, AND CABINETS ARE WITHOUT DAMAGE OR DETERIORATION AT THE TIME OF SUBSTANTIAL COMPLETION. 1. REPAIR DAMAGE TO GALVANIZED FINISHES WITH ZINC -RICH PAINT RECOMMENDED BY MANUFACTURER. 2. REPAIR DAMAGE TO PVC OR PAINT FINISHES WITH MATCHING TOUCHUP COATING RECOMMENDED BY MANUFACTURER. WIRING DEVICES INSTALLATION: 1. INSTALL DEVICES AND ASSEMBLIES PLUMB AND SECURE. IDENTIFICATION: COMPLY WITH DIVISION 16 SECTION 1. COMPLY WITH DIVISION 16 SECTION "BASIC ELECTRICAL MATERIALS AND METHODS.- 5 fi .1. HEAVY DUTY TYPE WITH NONTEASIBLE, POSITIVE, QUICK MAKE -QUICK BREAK MECHANISMS. 2. HANDLES WHOSE POSITIONS ARE EASILY RECOGNIZABLE AND ARE PADLOCKABLE IN EITHER THE 7ON? OR ?OFF? POSITIONS. 3. DEFEATABLE DOOR INTERLOCKS THAT PREVENT THE DOOR FROM OPENING WHEN THE OPERATING HANDLE IS IN THE .ON? POSITION. B. ENCLOSED, NONFUSIBLE SWITCH: NEMA KS 1, TYPE HD, WITH LOCKABLE HANDLE. C. ENCLOSED, FUSIBLE SWITCH, 800 A AND SMALLER: NEMA KS 1, TYPE HD, WITH CLIPS TO ACCOMMODATE SPECIFIED FUSES, LOCKABLE HANDLE WITH TWO PADLOCKS. 1. CLASS R FUSE KIT: PROVIDES REJECTION OF OTHER FUSE TYPES WHEN CLASS R FUSES ARE SPECIFIED. ENCLOSURES A. ENCLOSED SWITCHES AND CIRCUIT BREAKERS: NEMA AB 1, NEMA KS 1, NEMA 250, AND UL 50, TO COMPLY WITH ENVIRONMENTAL CONDITIONS AT INSTALLED LOCATION. 1. INDOOR, DRY AND CLEAN LOCATIONS: NEMA 250, TYPE 1. FIELD QUALITY CONTROL A. TESTS AND INSPECTIONS: B. TESTING 'TECHNICIAN 1. THE TESTING TECHNICIANS SHALL BE TRAINED IN ALL THE METHODS OF CORRECTLY AND SAFELY CONDUCTING THE REQUIRED TEST. THE TECHNICIAN SHALL HAVE REGULAR EXPERIENCE CONDUCTING THE REQUIRED TESTS AND THEY MUST HAVE TIME KNOWLEDGE TO DETERMINE THE SERVICEABILITY OF A SPECIFIC PIECE OF EQUIPMENT. C. PHYSICAL INSPECTION AND TESTING 1. VERIFY EQUIPMENT RATING CORRESPOND TO DRAWINGS AND SPECIFICATIONS. 2. INSPECT THE PHYSICAL AND MECHANICAL CONDITION AND VERIFY THAT IT COMPLIES WITH MANUFACTURER'S STANDARDS. 3. VERIFY EQUIPMENT IS PROPERLY SECURED AND ALIGNED AS SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS. 4. VERIFY THE EQUIPMENT IS CLEAN. 5. OPEN 0 P N AND CIR U CL SE C CT BREAKER TO VERIFY FY SMOOTH T AND PROPER OPERATION. 6. CONFIRM BOLTED ELECTRICAL. CONNECTIONS ARE LOW. IMPEDANCE USING ONE OF THE FOLLOWING MEANS: a. MEASURE THE RESISTANCE WITH .A LOW -RESISTANCE OHMMETER. BOLTED ELECTRICAL CONNECTION RESISTANCES SHALL BE COMPARED TO RESISTANCES MEASURED ON SIMILAR CONNECTIONS. ANY SIMILAR RESISTANCE VALUES THAT DEVIATE MORE THAN 50 PERCENT SHOULD BE INVESTIGATED. b. INSPECT THE BOLTED CONNECTION AND VERIFY THAT IT IS AT THE MANUFACTURER'S RATED TORQUE USING A CALIBRATED TORQUE WRENCH. IF MANUFACTURER'S DATA IS NOT AVAILABLE VERIFY THE TORQUE MEETS THE REQUIREMENTS OF TABLE 100.12 IN THE ANSI/NETA ATS-2009. D. ELECTRICAL NSPE S I CTION AND TESTING 1. TEST THE INSULATION RESISTANCE ON EACH POLE, THE RESISTANCE SHOULD BE MEASURED FROM PHASE TO PHASE AND PHASE TO GROUND WHILE THE BREAKER IS ENGAGED. WHEN THE SWITCH IS NOT ENGAGED THE INSULATION RESISTANCE SHOULD;BE MEASURED ACROSS EACH POLE.. FOR TESTING PURPOSES APPLY A VOLTAGE AS RECOMMENDED BY THE MANUFACTURER. IF NO RECOMMENDATIONS IONS ARE AVAILABLE FROM THE MANUFACTURER REFER TO TABLE 100.1 IN THE TANS!/NETA ATS-2009: E. `O CREO'1 ONCO G RN U S'0 $ HE E' S T MALTIN NIT N RE W R P4 SIBLE D ETEST' TO DEMONSTRATE TI AN RCOMPLIANCE OTH IS .. ,.,ERW E, REPLACE WITH NEW UNITS AND RETEST. F. ENCLOSED. SWITCHES AND CIRCUIT BREAKERS WILL BE CONSIDERED DEFECTIVE IF THEY DO NOT PASS TESTS AND INSPECTIONS. G. REMOVE AND REPLACE UNITS THAT DO NOT PASS TESTS AND INSPECTIONS AND RETEST AS SPECIFIED ABOVE. H. RETAIN PARAGRAPH BELOW IF TESTS AND INSPECTIONS ARE PERFORMED BY CONTRACTOR OR MANUFACTURER'S FIELD -SERVICE REPRESENTATIVE ENGAGED BY CONTRACTOR. I. TEST. REPORTS: PREPARE A WRITTEN REPORT TO RECORD THE FOLLOWING: 1. TEST PROCEDURES USED. 2. TEST RESULTS THAT. COMPLY WITH REQUIREMENTS. 3. TEST RESULTS THAT DO NOT COMPLY WITH REQUIREMENTS AND CORRECTIVE ACTION TAKEN TO ACHIEVE COMPLIANCE WITH REQUIREMENTS. END OF SECTION 16700 SECTION 16510 LIGHTING SUBMIT TALLS 1. FIXTURE SCHEDULE MATRIX: AT THE FRONT OF THE PRODUCT DATA SUBMITTAL PROVIDE A MATRIX THAT LISTS THE FIXTURE MANUFACTURER AND MODEL. NUMBER, BALLAST MANUFACTURER AND MODEL NUMBER, LAMP MANUFACTURER AND MODEL NUMBER FOR EACH FIXTURE TYPE IN SCHEDUI E, LIGHT FIXTURES: FOR EACH TYPE OF LIGHTING FIXTURE IN SCHEDULE, ARRANGED IN ORDER OF FIXTURE DESIGNATION. PROVIDE MANUFACTURER 'S PUBLISHED LITERATURE WHICH INCLUDES DATA ON FEATURES, ACCESSORIES, AND THE FOLLOWING: 1. DIMENSIONS OF FIXTURES 2. FOR FUXTURES (NON -EXIT) WITH LED LIGHT SOURCE SUBMIT THE MANUFACTURERS IESNA LM-79 PHOTOMETRIC REPORT AND IESNA LM-80. LUMEN MAINTENANCE REPORT. QUALITY ASSURANCC 1. FIXTURES AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 2. COMPLY WITH NFPA 70. MANUFACTURERS I. AVAILABLE MANUFACTURERS AND PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS AND RESPECTIVE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK ARE INDICATED ON THE DRAWINGS IN LIGHT FIXTURE SCHEDULE. 2. IT IS THE INTENT OF THE LIGHT FIXTURE SCHEDULE TO DENOTE THE BASIS OF DESIGN AND QUALITY STANDARD OF PRODUCT DESIRED AND NOT TO RESTRICT BIDDERS TO A SPECIFIC BRAND, MAKE, MANUFACTURER OR SPECIFIC NAME. THE MANUFACTURERS AND PRODUCTS LISTED IN SCHEDULE ARE USED ONLY TO SET FORTH AND CONVEY TO BIDDERS THE GENERAL STYLE, TYPE, CHARACTER, AND QUALITY OF PRODUCT DESIRED. HOWEVER, THE USE OF PRODUCTS BY A MANUFACTURER NOT LISTED IN SCHEDULE IS CONSIDERED A SUBSTITUTION. SUBSTITUTION OF EQUIVALENT PRODUCTS WILL BE ACCEPTABLE ACCORDING TO THE FOLLOWING PARAGRAPH: 3, SUBSTITUTION OF EQUIVALENT PRODUCTS: SUBSTITUTION OF MANUFACTURERS AND PRODUCTS EQUIVALENT TO THOSE LISTED IN LIGHT FIXTURE SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL THROUGH THE PRODUCT/SHOP DRAWING SUBMITTAL REVIEW PROCESS. 4, EQUIVALENT FIXTURES, POLES, BALLASTS, AND OTHER MATERIALS AND EQUIPMENT SHALL BE PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH PRODUCTS WHICH ARE OF EQUAL MATERIAL, DESIGN AND WORKMANSHIP. PRODUCTS SHALT BE A STANDARD PRODUCT OFFERING AS SHOWN ON MANUFACTURERS PUBLISHED PRINTED LITERATURE FOR APPEARANCE, MOUNTING, LIGHT DISTRIBUTION AND LAMPING (BALLAST AND LENS OPTIONS ARE EXCLUDED FROM THIS REQUIREMENTS), CUT -SHEETS PREPARED FOR SUBMITTAL ARE NOT CONSIDERED PUBLISHED PRINTED LITERATURE, PRODUCTS SHALL HAVE BEEN IN SATISFACTORY COMMERICAL OR INDUSTRIAL USE FOR 2 YEARS PRIOR TO BID OPENING. THE 2-YEAR PERIOD SHALL INCLUDE APPLICATIONS OF EQUIPMENT AND MATERIALS UNDER SIMILAR CIRCUMSTANCES AND OF SIMILAR SIZE. THE PRODUCT SHALL HAVE BEEN ON SALE ON THE COMMERCIAL. MARKET THROUGH ADVERTISEMENTS, MANUFACTURERS CATALOGS, OR BROCHURES DURING THE 2-YEAR PERIOD. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OR CLASS OF FIXTURE ARE REQUIRED, THESE ITEMS SHALL BE PRODUCTS OF A SINGLE MANUFACTURER. LED DRIVERS 1. TEN-YEAR OPERATIONAL LIFE WHILE OPERATING WITH A CASE TEMPERATURE RANGE OF 0 DEGREES C TO 62 DEGREES C AND 90 PERCENT NON -CONDENSING RELATIVE HUMIDITY. 2. ELECTROLYTIC CAPACITORS TO OPERATE AT LEAST 20 DEGREES C BELOW THE CAPACITORS MAXIMUM TEMPERATURE RATING WHEN THE DRIVER IS UNDER FULLY -LOADED CONDITIONS AND CASE TEMPERATURE IS 62 DEGREES 3. DESIGNED AND TESTED TO WITHSTAND ELECTROSTATIC DISCHARGES UP TO 15,000 V WITHOUT IMPAIRMENT PER IEC 801-2. 4 MAXIMUM INRUSH CURRENT OF 2 AMPERES FOR 120V AND )77 V DRIVERS CONNECTIONS: 1. CONNECT WIRING DEVICE GROUNDING TERMINAL TO OUTLET BOX WITH BONDING JUMPER. 2. CONNECT WIRING DEVICE GROUNDING. TERMINAL TO BRANCH -CIRCUIT. EQUIPMENT. GROUNDING CONDUCTOR. 3. TIGHTEN ELECTRICAL` CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURERS PUBLISHED. TORQUE -TIGHTENING VALUES. IF MANUFACTURERS TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 486B. FIELD QUALITY CONTROL CONDUCTORS AND CABLES: 5. WITHSTAND UP TO A 4,000 VOLT SURGE WITHOUT IMPAIRMENT OF PERFORMANCE AS DEFINED BY ANSI C62.41 CATEGORY A. 6. MANUFACTURED IN A FACILITY THAT EMPLOY ESD REDUCTION PRACTICES IN COMPLIANC. E WITH ANSI/ESD S20.20. 7. INAUDIBLE IN A 27 DBA AMBIENT ENVIRONMENT. 8. NO VISIBLE CHANGE IN LIGHT. OUTPUT WITH A VARIATION OF +/- 10 PERCENT LINE VOLTAGE INPUT. 9. TOTAL HARMONIC DISTORTION LESS THAN. 10 PERCENT. AND MEET ANSI C82.11 MAXIMUM ALLOWABLE THD REQUIREMENTS B. COMPATIBILITY OF DRIVER AND LED LIGHT ENGINE MUST BE.TESTED AND ENSURED BY DRIVER MANUFACTURER. INSTALLATION 1. FIXTURES: SET LEVEL, PLUMB, AND SQUARE AND SECURE ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SUBMITTAL MATERIALS. INSTALL. LAMPS IN EACH FIXTURE. 1. TESTING: ON INSTALLATION OF WIRES AND CABLES AND BEFORE ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, GROUND EQUIPMENT DEMONSTRATE PRODUCT CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. 1. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. 2. PROCEDURES: PERFORM EACH VISUAL AND MECHANICAL INSPECTION AND ELECTRICAL TEST STATED IN NETA ATS, IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 486B. SECTION 7.3.1. CERTIFY COMPLIANCE WITH TEST PARAMETERS. FIELD QUALITY CON jR_IO , 3. CORRECT MALFUNCTIONING CONDUCTORS AND CABLES AT PROJECT. SITE, WHERE POSSIBLE, AND RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS AND RETEST. 1. INSPECT EACH INSTALLED FIXTURE FOR DAMAGE. REPLACE DAMAGED FIXTURES AND COMPONENTS. 2. PROVIDE INSTRUMENTS TO MAKE AND RECORD TEST RESULTS. END OF SECTION 16600 3. TESTS: AS FOLLOWS: A) VERIFY OPERATION OF EACH FIXTURE AFTER INSTALLATION. SECTION 16700 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS B) VERIFY OPERATION OF PHOTOELECTRIC CONTROLLER AND CONTACTOR, C) REPORT RESULTS IN WRITING. ENCLOSED SWITCHES D) MALFUNCTIONING FIXTURES AND COMPONENTS: REPLACE OR REPAIR, THEN RETEST. REPEAT PROCEDURE UNTIL UNITS OPERATE PROPERLY. A. ALL SWITCHES: E) CORROSIVE FIXTURES: REPLACE DURING WARRANTY PERIOD. CLEANING AND ADJUSTING 1. CLEAN FIXTURES INTERNALLY AND EXTERNALLY AFTER INSTALLATION. USE METHODS AND MATERIALS RECOMMENDED BY MANUFACTURER. END OF SECTION 16610 Dewberry Engineers Inc. 4806 LAKE BROOK DRIVE SUITE 200 GLEN ALLEN, VA 23060 804,290.7957 (PHONE) 804.290.7928 ( FAX) -C: 0 z 0 -0 C Q wa.cj 0 > �- >_ (D W W tll uj > U� W U z Z L O > o w �✓ _j . C w iz p(0J cc W 0 Q 'CC CL d 00 (� W IT- Q- O w 0 N CL ...dj 0 U) SEAL oi 1 UIt � PETER 0. ANDERSEN Lac. No. 029018 wA: spy,� oZ�r 'at*: YO N A L E e an KEY PLAN SCALE No.1 DATE I BY I Description_ REVISIONS XMIXTITIr,[�:T,J APPROVED BY CHECKED BY DATE ELP POA POA AUGUST 2019 TITLE DIVISION 16 SPECIFICATIONS PROJECT NO. 50075660 SHEET NO. E1.2