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HomeMy WebLinkAboutSDP198000053 Plan - Revision 2021-06-23Whitman, Requardt & Associates, LLP vvii Engineers • Architects • Environmental Planners Est. 1915 June 8, 2021 Ms. Margaret Maliszewski Planning Manager, Department of Community Development Planning Division - Albemarle County Department of Community Development 401 McIntire Road, North Wing Charlottesville, VA 22902-4596 Re: LOR#1 to SDP1980-53 — Madison Office Park Pump Station Replacement Project — Resubmittal #3 Dear Ms. Maliszewski Whitman Requardt and Associates (WRA) is pleased to provide revised plans for Madison Office Park Pump Station Replacement Project to the Albemarle County Department of Community Development for review and comment. The electronic submittal includes this (1) Comment Response Letter and a (2) partial plan set. WRA offers the following summary and responses to the review comments issued via email on April 1, 2021. To assist in the review of the resubmittal, the comments are summarized below in italic text followed by the responses. ARB Comments Comment 1: Revise the light fixture to a full cutoff style or to one that emits less than 3, 000 lumens. The light fixture specified in the drawings is not a full cutoff style and it emits more than 3,000 lumens. To meet ordinance requirements, it either needs to be a full cutoff fixture, or it needs to emit less than 3, 000 lumens. Our preference is for a full cutoff fixture, but one that emits less than 3,000 lumens can be approved. The drawings will need to be revised to show an approvable fixture. Response: Drawing E-2 has been modified to reflect a full cutoff fixture with an estimated lumen of 1,659 lumen. Drawing E-4 has also been included in this submittal to show the revised fixture in the lighting fixture schedule. Comment 2: The revised roof color (matching the existing pump station root) is appropriate. Please name the roof color. Response: Architectural drawings A-3 and A-4 have been modified to reflect the proposed roof color to match the existing roof color. The roof color named to match the existing roof is Mansard Brown as manufactured by Englert. On behalf of the ACSA, WRA trusts that all outstanding comments have been addressed. We look forward to receiving the review and approval on this site plan submission. Thank you for your cooperation in this matter. Very truly yours, Whitman, Requardt & Associates, LLP a�tk', Vice President 9030 Stony Point Parkway, Suite 220 Richmond, Virginia 23235 www.wralip.com Phone:804.272.8700 Fax:804.272.8897 N:\46480-023\Engineering\Design\Permits\Community Development\2021-06-08 ACCD Comment Resp Letter#3.docx ALBEMARLE COUNTY SERVICE AUTHORITY LOR#1 TO SDP1 980M 53 MADISON OFFICE PARK PUMP STATION REPLACEMENT 10110111 IRA 41►1901an] &fillIM01 OWNER/DEVELOPER: ALBEMARLE COUNTY SERVICE AUTHORITY CONTACT: JEREMY LYNN, P.E. 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 FAX: (434) 979-0698 ENGINEER: WHITMAN REQUARDT, & ASSOCIATES, LLP CONTACT: CHARLES LUCK, P.E. 9030 STONY POINT PARKWAY RICHMOND, VA 23235 PHONE: (804) 272-8700 FAX: (804) 272-8897 SOURCE OF SURVEY: LINCOLN SURVEYING CONTACT: THOMAS LINCOLN, L.S. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 PHONE: (434) 974-1417 FAX: (434) 974-1776 SOURCE OF TOPOGRAPHY: FIELD SURVEY, OCTOBER 9, 2018 USGS DATUM: HORIZONTAL DATUM -VA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE NAD 83 VERTICAL DATUM - NAVD 88 PARCEL ADDRESS: 500 FAULCONER DRIVE, CHARLOTTESVILLE, VA PUMP STATION ADDRESS: 2497 OLD IVY ROAD, CHARLOTTESVILLE, VA ZONING: COMMERCIAL OFFICE ENTRANCE CORRIDOR (EC) TAX MAP PARCEL: 76C-3-A PARCEL AREA: 0.76 ACRES LIMITS OF DISTURBANCE (LOD) AREA: 6,165 SF (0.14 AC) EXISTING IMPERVIOUS AREA: 1,434 SF (0.03 AC) WITHIN LOD AREA PROPOSED IMPERVIOUS AREA: 2,335 SF (0.05 AC) WITHIN LOD AREA E 3 O A ACSA PROJECT NO: 2016mO2 VICINITY MAP SCALE: 1"= 500' MARCH 2O21 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: YLM DRAWN: YLM CHECKED- CEL PROJECT NO. 46480-023 DRAWING SHEET TITLE 1 G-1 TITLE SHEET, VICINITY MAP, AND SHEET INDEX 2 C-1 GENERAL CIVIL NOTES, LEGEND, AND ABBREVIATIONS 3 C-2 EROSION AND SEDIMENT CONTROL AND DEMOLITION PLAN PHASE 1 4 C-3 EROSION AND SEDIMENT CONTROL AND DEMOLITION PLAN PHASE 2 5 C-4 SITE LAYOUT AND GRADING PLAN 6 C-5 NOTES AND DETAILS 7 C-6 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 8 A-1 GENERAL ARCHITECTURAL NOTES, LEGEND, AND ABBREVIATIONS 9 A-2 PUMP STATION FLOOR AND ROOF PLAN 10 A-3 PUMP STATION ELEVATIONS 11 A-4 PUMP STATION SECTIONS 12 S-1 GENERAL STRUCTURAL NOTES, LEGEND, AND ABBREVIATIONS 13 S-2 TYPICAL STRUCTURAL DETAILS 14 S-3 BUILDING FOUNDATION PLAN AND SECTIONS 15 M-1 GENERAL MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS 16 M-2 GRADE LEVEL PLAN 17 M-3 SECTIONS 18 M-4 NOTES AND DETAILS 19 E-1 GENERAL ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS 20 E-2 ELECTRICAL SITE PLAN 21 E-3 GRADE LEVEL POWER, GROUNDING, AND LIGHTING PLANS 22 E-4 SINGLE LINE DIAGRAM AND SCHEDULES 23 E-5 NOTES AND DETAILS 24 1-1 GENERAL INSTRUMENTATION NOTES AND ABBREVIATIONS 25 1-2 LEGEND, SYMBOLS, AND ABBREVIATIONS 26 1-3 INSTRUMENTATION AND CONTROL PLAN 27 1-4 PUMP CONTROL / RTU PANEL 28 1-5 PUMP CONTROL PANEL/ RTU PANEL AND POWER MONITOR 29 1-6 INSTRUMENTATION DETAILS ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT TITLE SHEET, VICINITY MAP, AND SHEET INDEX DRAWING I SHEET OF 29 G-1 a 0 I N 0 N N N `o M 0 c) CV O O 00 d 0 0 N 0 0 GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF STANDARDS, FOR THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA), AND/OR THE VIRGINIA DEPARTMENT OF TRANSPORTATION UNLESS NOTED OTHERWISE ON THE PLANS OR IN THE SPECIFICATIONS. 2. EXISTING UTILITIES ARE SHOWN ONLY IN APPROXIMATE LOCATIONS ON THE PLANS BASED ON AVAILABLE RECORDS AND FIELD SURVEYS. CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT NO ADDITIONAL COST TO THE OWNER, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. CONTRACTOR SHALL CALL "MISS UTILITY" @ 811 PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE AND REPAIR TO ANY UTILITY LINES OR STRUCTURES, BY COMPLYING WITH THE REQUIREMENTS OF THE UTILITY OWNERS. 3. FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON CONTRACT DRAWINGS AND INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING GRADING, TESTING AND ALL REQUIRED ADJUSTMENTS. 4. THE ENGINEER WILL INSPECT ALL PIPELINES, AND APPURTENANCES THERETO, AS SHOWN ON THE APPROVED PLANS, LOCATED ON EACH SITE. 5. CONTRACTOR SHALL RESTORE LIMITS OF WORK TO EXISTING GRADES AND REINSTALL ALL FENCING, LANDSCAPING, LIGHT, POWER POLES, DITCHES, AND REINSTALL ANY DISTURBED PROPERTY PINS BY A VIRGINIA CERTIFIED LAND SURVEYOR, ETC. DISTURBED OR TEMPORARILY RELOCATED DURING THE WORK. 6. VERTICAL DATUM IS BASED ON N.A.V.D. 88 FEET. HORIZONTAL CONTROLS ARE BASED ON VIRGINIA STATE PLANE COORDINATE GRID, SOUTH ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83). 7. ALL FITTINGS AND APPURTENANCES SHALL BE RESTRAINED, AND BLOCKED APPROPRIATELY PER ACSA STANDARD DETAILS. 8. ALL DIP WILL BE CLASS 53, UNLESS OTHERWISE INDICATED. 9. INGRESS AND EGRESS OF ALL PRIVATE DRIVEWAYS TO BE MAINTAINED AT ALL TIMES. DRIVEWAYS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AT ORIGINAL CONDITION AS DIRECTED BY ACSA ANSPECTOR. 10. IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL WITH STONE AS DIRECTED BY ACSA INSPECTOR. 11. PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE MATERIALS ON SITE TO REPAIR ANY EXISTING WATER MAINS, AND SERVICE CONNECTIONS IN THE EVENT OF DAMAGE AT NO ADDITIONAL COST TO OWNER. 12. CONTRACTOR SHALL PROPERLY NOTIFY THE ACSA TWO (2) WEEKS PRIOR TO THE START OF ANY CONSTRUCTION (INCLUDING LAND CLEARING OR SURVEYING ON PRIVATE PROPERTY) SO THAT ACSA CAN NOTIFY ADJACENT PROPERTY OWNERS. COORDINATE PROPERTY OWNER NOTIFICATIONS WITH ACSA INSPECTOR. 13. DISTURBED AREAS AND DITCHES SHALL BE RESTORED TO EXISTING GRADES AND LINING EXCEPT WHERE EXISTING EXISTING RESULT IN NEGATIVE GRADES. NEGATIVE GRADES SHALL BE CORRECTED TO PROVIDE POSITIVE GRADES WHERE NECESSARY. ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER GENERAL NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER & 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" (DIAL 811 OR 1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM THE TOP OF THE 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. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANURAY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ALBEMARLE COUNTY COMMUNITY DEVELOPMENT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION ALBEMARLE COUNTY COMMUNITY DEVELOPMENT GENERAL CONSTRUCTION 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 CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES WITHIN THE RIGHT-OF-WAY SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES 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 CONFORM 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). TEST HOLE TABLE Test Bore Location Coordinate Table Pt # Northing Easting Elev Descriptor 19140037 3905879.32400 11475652.00700 540.04 SSFM 45 BEND 19140038 3905880.02000 11475653.59200 539.95 SSFM 19140039 3905879.79900 11475650.85800 539.97 SSFM 19140040 3905883.14800 11475649.16500 544.87 SSFM 4"PVC 19140041 3905892.74100 11475667.56600 542.90 UGC ST 19140042 3905893.30900 11475667.35100 542.97 UGC END 19140043 3905892.98700 11475668.33500 542.98 UGE ST 19140044 3905893.55900 11475668.01400 543.00 UGE END 13-301 OF THE CODE OF ALBEMARLE. NOTE: TH #1 IS PT #19140037 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT TH #2 IS PT #19140044 SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/ 1000 SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL ABBREVIATIONS (NOT ALL SYMBOLS MAY BE SHOWN ON PLANS) AASHTO AMERICAN ASSOCIATION OF N NORTH HIGHWAY TRANSPORTATION OFFICALS NBL NORTH BOUND LANE ARV AIR RELEASE VALVE NITC NOT IN THIS CONTRACT AR/ARV AIR RELEASE/AIR VACUUM VALVE NTS NOT TO SCALE ALT ALTERNATE NO. NUMBER ATS AUTOMATIC TRANSFER SWITCH OC ON CENTER AT OD OUTSIDE DIAMETER BF BLIND FLANGE PP POWER POLE BV BALL VALVE PRV PRESSURE REGULATED VALVE BO BLOW OFF PROP PROPOSED BFV BUTTERFLY VALVE PSI POUNDS PER SQUARE INCH Q CENTER LINE R PROPERTY LINE CV CHECK VALVE RWTM RAW WATER TRANSMISSION MAIN CL CLASS RCP REINFORCED CONCRETE PIPE CLR CLEARANCE R/F ROD FOUND C.I. CAST IRON REQ'D REQUIRED CONC CONCRETE RJ RESTRAINED JOINT CORP. STOP CORPORATION STOP ROW RIGHT OF WAY CONN CONNECTION RD ROAD CY CUBIC YARD SAN SANITARY DIA DIAMETER SFM SANITARY FORCE MAIN DI DUCTILE IRON SS SANITARY SEWER DIP DUCTILE IRON PIPE SCHED OR SCH SCHEDULE ESMT EASEMENT SBL SOUTH BOUND LANE E EAST STA STATION ECC ECCENTRIC SD STORM DRAIN EP EDGE OF PAVEMENT ST S STORM SEWER EL ELEVATION SQ SQUARE EX EXISTING SY SQUARE YARD FLG FLANGE ST, STL, S.S. STAINLESS STEEL FT FOOT OR FEET STD STANDARD FM FORCE MAIN STL STEEL FWM FINISHED WATER MAIN STRUCT STRUCTURAL GAL GALLON SCV SURGE CHECK VALVE GS GALVANIZED STEEL TBD TO BE DETERMINED GV GATE VALVE TRANS TRANSMISSION MAIN HEX HEXAGON TS TEST STATION ID INSIDE DIAMETER TYP/TP TYPICAL INV INVERT LID UNDER DRAIN IRR IRRIGATION LINE UGE UNDERGROUND ELECTRIC JT LF JOINT LINEAR FOOT (FEET) LION UNLESS OTHERWISE NOTED USGS UNITED STATES GEOLOGICAL SURVEY LG LONG VDOT VIRGINIA DEPARTMENT OF TRANSPORATION LP LIGHT POLE W WATER OR WEST MB MAILBOX WM WATER MAIN MH MANHOLE W/M WATER METER MAR MANUAL AIR RELEASE W/V WATER VALVE MAX MAXIMUM WSC WATER SERVICE CONNECTION MSL MEAN SEA LEVEL W/ WITH MJ MECHANICAL JOINT W/0 WITHOUT MIN MINIMUM NPT AMERICAN NATIONAL TAPER PIPE THREAD SURVEY LEGEND, ABBREVIATIONS, AND NOTES LEGEND: AC = AIR CONDITIONER BIR = BIRCH CO = CLEAN OUT CMP = CORRUGATED METAL PIPE CED = CEDAR DI = DRAINAGE INLET DIP = DUCTILE IRON PIPE DW = DOGWOOD EM = ELECTRIC METER FH = FIRE HYDRANT -FFE = FINISHED FLOOR ELEVATION HEM = HEMLOCK INV = INVERT LP = LIGHT POLE MAP = MAPLE OHU = OVERHEAD UTILITY RB = RED BUD RCP = REINFORCED CONCRETE PIPE SSMH = SANITARY SEWER MANHOLE SDMH = STORM DRAIN MANHOLE UP = UTILITY POLE VDHT = VIRGINIA DEPARTMENT OF HIGHWAY TRANSPORTATION MONUMENT WM = WATER METER WV = WATER VALVE WS = WATER SPIGOT +580.50 = SPOT ELEVATION GUY WIRE = 1 SIGN = sQ = GUARDRAIL SEWER LINE -----------------• = STORM DRAINAGE LINE OVERHEAD UTILITY �f WATERLINE THIS TOPOGRAPHIC MAP WAS PREPARED FOR: ALBEMARLE COUNTY SERVICE AUTHORITY THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. TMP 76C-3-A IS ZONED: COMMERCIAL OFFICE TMP 76C-3-A IS IN THE JACK JOUETT DISTRICT SCALE: HORIZ: 1 "=10' VERT.: N/A DATE: MARCH 2O21 DESIGNED: YLM DRAWN: AM CHECKED- CEL PROJECT NO.- 46480-023 EROSION AND SEDIMENT CONTROL LEGEND (SOME SYMBOLS SHOWN MAY NOT BE USED) O SAFETY FENCE TEMPORARY STONE CONSTRUCTION cE ENTRANCE STRAW BALE BARRIER O SF SILT FENCE SF SF STORM DRAIN INLET ®IP PROTECTION CULVERT INLET ciP PROTECTION TP TREE PROTECTION TP TP TEMPORARY SEEDING Ts PERMANENT SEEDING Ps CD CHECK DAM u�/ UTILITY STREAM CROSSING ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT GENERAL CIVIL NOTES, LEGEND, AND ABBREVIATIONS DRAWING SHEET OF C-1 29 r� a 0 i N 0 N N N 0 v� N O 0 c) C'4 0 0 00 0 0 C) N O 0 r� EXISTING PUMP STATION S o PLAN VIEW I I SCALE: 1"=10' I W Q A\� EX. PUMP STATION TO BE PARTIAL Y Q ��� PCP�� SEE DEMOLITION NOTES AN SEQUEDI , LO 00 �/ _j EX. YARD HYDRANT Tom/ BE Ln � I� SEE SHEET��OTE 3, 0 � I EX. WATER METER BOX AN O I I �0 Q / WATERLINE TO BE RELOCATE z � � �• / / � . N (� SEE SHEET NOTE 3, THIS SHE EX. EMERGENCY PUMP Q O � CONNECTION TO BE REMOVED. SEE SHEET NOTE 3, THIS SHEET. EX. 4" FORCE MAIN TO BE CUT AND REMOVED. SEE SHEET NO 3 AND 4, THIS SHEET. l 1 EA. 4" BEND (90') \�4 _ 0 8 6.30 6 s sus\ \ /' 8 LF - 4" D1' 60CE-NI NN 5668.63 Tp ��� EMERGENCY BYPASS CONNE*N 9 `` \� ALL JOINTS 2TO BE RESTRAINED. _ O0\Wf` �' _ `gl \ S� �c' FFOR-EM DETAICLY BYP EX. PROPERTY INE S 4 49°1 \ sAF /ti CE LI, �\ TH Obi V� 11R���� o NTRAIVCE CULVERT /\ LOD�F \ �� LOD\ W TH-1 A.- -R. --e jbkE4MAIN w \ 1NkTER--MAIN-- % -WE-TO -B€ REMOVED `4 �A 4' �END�11. Gov j i 0) (TYP. 0051 /�j` N 3305886.63- - O � Apo _,._ j �-- � � J � 0 � � E_h147�5664(71�j ® Tp- �0� c i 1 EA. - \4" ND (11.25' = Z Ln N 390588 — — E 114756 9, 40X47 �, '— — �' N`3905889.76 �' E11475672.3��i� E 1 475674.86 Q - i- -�— - - — — 4" DI FORCE - Q0 i I ITE z IQ0 M usH UC 0 q D X. LANDS E'fIMB(RS� /// 1 1 I I 00 0 D. UND LDjf•IG TQ BE/ ET. SAF REMOVED DISPOSE \ TP LATE % M )/ I ATE LIMITS OFJ � . / ^ / E ISTING CONCRETE 0 � EVIL -_� NCASEMENT (TO BE ftD 0Y ERIFIED BY CONTRACTOR) f EX. P R11` LINE /1 00 2 Clj 00 00 EX. 8" SAN. SEWER 1 PIPE SLEEVE 3 05887. d�U 1475726.04 `\ s -�J / 0 BE REPLACED AN. SEWER PLACE AND E SLOPE AS STING SEWER. 1 EA. - 8"X"E 3905894.9* 114757 5�28 O 00 DETAIL, S� - ll ^,/05896.9 / �vJ� / � � \ � / E 1/475699 D / 5,LF-8"DIW / �� / 0 BE REPLACE[r I � \ T SAME SLOPE I O \ (INV. (17 5 .39) \ DEMOLITION NOTES AND �N� — — — q ��yy-�� �J PROTE `EXISTING PQ POL ��S E�€LECTRICA�DfiA�S i / _ FOR POLE AND POWER LINES CONSTRUCTION SEQUENCE PHASE 1 _ _ _ _ c�, THE FOLLOWING IS A SUGGESTED SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A DETAILED SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE ACSA ENGINEER.AND I CSHALL EPERFORMED AT 6PM TOMONDAYA WORK TOMIN MINIMIZE FLOWS DURING WEEKEND DHOURS OR PUMP AND HAUL OPERATIONS. RA IONS. no Iz' PHASE 1 OF CONSTRUCTION CONSIST OF THE INSTALLATION OF THE 4' DIA. MANHOLE, 8" o,L/ SAN. SEWER, 4" LATERAL, EMERGENCY BYPASS CONNECTION, 4" PLUG VALVE, 4" FORCE MAIN AND PARTIAL DEMOLITION OF THE EXISTING PUMP STATION. THIS PHASE OF CONSTRUCTION ESTABLISHES A CONNECTION FOR BYPASS PUMPING DURING THE ENTIRE O � CONSTRUCTION LENGTH FOR THE REPLACEMENT PUMP STATION (PHASE 2 OF O 0) 5' 10' 20' l^ �Q CONSTRUCTION). IF THIS ENTIRE PHASE 1 SEQUENCE CANNOT BE PERFORMED WITHIN ONE 3. CONCURRENT WITH THIS WORK, THE CONTRACTOR SHALL COORDINATE WITH DOMINION POWER TO SHUT OFF "J SCALE: 1" = 10' WEEKEND, THE CONTRACTOR SHALL SCHEDULE AND COMPLETE THE WORK OVER TWO POWER TO EXISTING PUMP STATION FOR PARTIAL DEMOLITION OF THE STATION. CONTRACTOR TO WEEKENDS. IF THE WORK IS SCHEDULED OVER TWO WEEKENDS, THE INSTALLATION OF THE COORDINATE WITH THE ACSA REMOVAL OF ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 7, UPON TESTING AND APPROVAL OF INSTALLED ITEMS BY THE ACSA AND ENGINEER, 4' DIA. MANHOLE, 8" SAN. SEWER, AND 4" LATERAL SHALL BE PERFORMED FIRST. CONTRACTOR TO COMMENCE PARTIAL DEMOLITION OF EXISTING PUMP STATION AND SITE ITEMS. 4. CONTRACTOR TO INSTALLED CONSTRUCTION ENTRANCE, ENTRANCE CULVERT, SILT FENCE, TREE PROTECTION, CONSTRUCTION PHASE 1: AND SAFETY FENCE AS SHOWN. 8. REFER TO EXISTING PUMP STATION SECTION (THIS SHEET) FOR ITEMS TO BE REMOVED. 1. CONTRACTOR TO COORDINATE SHUT DOWN OF THE EXISTING MADISON OFFICE PARK 5. CONTRACTOR TO ESTABLISH METHOD OF UTILITY STREAM CROSSING FOR INSTALLATION OF 4' DIA. MANHOLE, DISCHARGE PIPING SHALL BE CUT AT WALL AND PLUGGED FOR A WATERTIGHT SEAL. PUMP STATION WITH THE ACSA FOR INSTALLATION OF THE 4' DIA. MANHOLE, 8" SAN. 8" SAN. SEWER, AND 4" LATERAL AS SHOWN ON PLANS. AS -BUILT INFORMATION DEPICTS APPROXIMATELY 9, ONCE ALL ITEMS ARE REMOVED FROM THE EXISTING STATION AND SITE, CONTRACTOR TO SET SEWER, 4" LATERAL, EMERGENCY BYPASS CONNECTION, 4" PLUG VALVE, 4" FORCE MAIN 25' OF CONCRETE ENCASEMENT ALONG EXISTING 8" PIPE UNDER CREEK BED. CONTRACTOR TO REMOVE UP BYPASS PUMPS ADJACENT TO NEW MANHOLE, INSTALL SUCTION PIPING IN NEW MANHOLE, AND PARTIAL DEMOLITION OF THE EXISTING PUMP STATION. ACSA TO NOTIFY ADJACENT CONCRETE ENCASEMENT. (IF THIS IS THE ONLY WORK SCHEDULED OVER THE WEEKEND, INSTALLATION OF ENSURE NEW 4-IN PLUG VALVE IS CLOSED, AND CONNECT BYPASS PUMPS TO NEW PROPERTY OWNERS AS NEEDED. CONTRACTOR SHALL HAVE PUMP AND HAUL MANHOLE, SAN. SEWER, AND LATERAL SHALL BE TESTED AND APPROVED PRIOR TO TERMINATING PUMP AND EMERGENCY BYPASS PIPING. OPERATIONS ESTABLISHED PRIOR TO SHUT DOWN OF THE EXISTING PUMP STATION. HAUL OPERATIONS AND REESTABLISHING FLOWS BACK INTO THE EXISTING PUMP STATION). 2. FLOWS COLLECTED DURING PUMP AND HAUL OPERATIONS MAY BE TRANSPORTED AND 10. PUMP AND HAUL OPERATIONS SHALL TERMINATE ONCE BYPASS PUMP OPERATIONS ARE IN 6. CONTRACTOR TO INSTALL EMERGENCY BYPASS CONNECTION, 4 PLUG VALVE, AND 4 FORCE MAIN AS SHOWN PLACE. BYPASS PUMPING OPERATIONS SHALL BE CONTINUOUS FOR THE ENTIRE DISCHARGED AT AN APPROVED LOCATION BY THE ACSA. CONTRACTOR TO COORDINATE ON PLANS. CONTRACTOR TO INSTALL 4" PIPING UNDERNEATH FOUNDATION SLAB AND STUB OUT TO GRADE CONSTRUCTION LENGTH, TESTING, AND ACCEPTANCE (BY THE ACSA) OF THE NEW PUMP LOCATION OF SUCTION AND DISCHARGE MANHOLES WITH THE ACSA DURING REVIEW AND SEE MECHANICAL SHEETS FOR PIPING LOCATION THROUGH FOUNDATION SLAB APPROVAL OF THIS CONSTRUCTION SEQUENCE. ( . STATION. ) NO. DATE BY REVISIONS Ste: 1"__ 10' HORIZ: VERT.: N/A DATE: MARCH 2O21 DESIGNED: YLM DRAWN: AM Whitman, Requardt & Associates, LLP CHECKED- CEL 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO. 46480-023 SHEET NOTES 1. FOR TEMPORARY CONSTRUCTION EASEMENTS AND SETBACKS, REFER TO SHEET C-4. 2. FOR EROSION AND SEDIMENT CONTROL NARRATIVE, REFER TO SHEET C-6. 3. CONTRACTOR TO REMOVE SITE ITEMS AFTER INSTALLATION OF THE CONSTRUCTION PHASE 1 WORK. SEE DEMOTION NOTES AND CONSTRUCTION SEQUENCE, THIS SHEET. 4. CONTRACTOR TO REMOVE AS MUCH OF THE EXISTING FORCE MAIN AS NEEDED TO CONSTRUCT THE NEW PUMP STATION. FORCE MAIN TO BE PLUGGED ON THE EXTERIOR SIDE OF THE EXISTING WET WELL AS WELL AS THE INTERIOR OF THE EXISTING WET WELL FOR A WATERTIGHT CONNECTION.. 5. CONTRACTOR TO PROTECT EXISTING 5' DIA. WET WELL DURING DEMOLITION WORK. REPLACEMENT OF EXISTING WET WELL AS A RESULT OF DEMOLITION WILL BE AT NO ADDITIONAL COST TO THE ACSA. 6. UPON COMPLETION OF PARTIAL DEMOLITION OF EXISTING WET WELL, A STEEL PLATE IS REQUIRED OVER TOP OF WET WELL FOR PUBLIC SAFETY. EX. CONTROL PANEL ON SKID TO BE REMOVED EX. BUILDING SLAB (TYP.) TO BE REMOVED EX. 4" SERIVCE LATERAL TO BE REMOVED, PLUGGED, AND SEALED WATERTIGHT (EX. INV. IN. 540.14) EX. 4" DISCHARGE PIPE TO BE REMOVED SEE NOTE 4, THIS SHEET7� PLUGGED AND" SEALED WATERTIGHT EX. 4" SUCTION PIPE TO BE REMOVED EX. 8'X8' BUILDING AND ROOF TO BE REMOVED EX. PUMP (TYP. OF 2) ON SKID TO BE REMOVED EX. SKID PLATE TO BE REMOVED /-EX. GROUND EX. 5' DIA. WET WELL (15' IN DEPTH) PIPE SUPPORTS TO BE REMOVED (TYP.) EX. 8" SAN. SEWER TO BE REPLACED WITH / NEW 8" DIP EX. WET WELL FILLETS TO BE REMOVED EXISTING PUMP STATION SECTION N.T,S, ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 168 SPOTNAP ROAD 3 CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT OF C-2 EROSION AND SEDIMENT CONTROL 29 AND DEMOLITION PLAN PHASE 1 a 0 i N 0 N N N L 0 v� CD 0 0 c� CV 0 0 0 0 0 N 0 0 z EXISTING PUMP STATION SITE z _ li, o PLAN VIEW SCALE: 1"=10' �o-�Q 0 LL-1 (,p \-J- 00 fig Ln Q N ° 0 �D INSTALL GRINDER IN 4' DIA. MANHOLE CO O EX. WET WELL TO BE REHABILITATED. SAF J ��� /� // .'DEMOLITION N T AN / co Q - SEE NOTES D G �j O / / �7T CONSTRUCTION SEQUENCE, THIS SHEET. ` <^ / TP NEW PUMP STATION, SEE SHEET C-4 J Q // 0 l ✓ ® U / 7-/TP / / Q o ° S ce /�`� Zg� N Qj 14 00 5_ _SE CE t v o, XX ��i111�11Q`�� c� S / % / / / / / d CO / CO too TH S 2 // / / C\V SB- n,� / 4�0 LO _ J l 6j(\v L� EX. 8 SAN. SEWER -EX E MAIN o g s —EX-8" N _ rug , >� ' co Cb 400 —_ _ — — ��"�AW LE- ^^� i EX. PR�RTY LIN Q Qj CO Cb 0 DEMOLITION NOTES AND ' CONSTRUCTION SEQUENCE PHASE 2 THE FOLLOWING IS A SUGGESTED SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A DETAILED L 09 SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE ACSA AND ENGINEER. O 1. UPON COMPLETION OF PHASE 1 CONSTRUCTION, COMMENCE REHABILITATION OF THE EXISTING WET WELL. �/0 1 2. REFER TO EXISTING PUMP STATION SECTION (THIS SHEET) FOR REHABILITATION DETAILS. 3. UPON COMPLETION AND APPROVAL OF REHABILITATION WORK, CONTRACTOR TO COMMENCE CONSTRUCTION OF FOUNDATION SLAB, PACKAGED PUMP SKID, AND PUMP STATION BUILDING. 4. CONTRACTOR TO COORDINATE WITH DOMINION ENERGY FOR ELECTRICAL SERVICE UPGRADE, SEE ELECTRICAL DRAWINGS FOR DETAILS. 5. CONCURRENT WITH THE CONSTRUCTION OF THE PUMP STATION, THE CONTRACTOR SHALL ALSO INSTALL NEW WATER METER, WATER SERVICE LINE, AND COORDINATE ALL OTHER SITE IMPROVEMENTS SUCH AS RELOCATION OF EXISTING UNDER GROUND ROOF DRAINS UNDER EXISTING GRAVEL DRIVE PRIOR TO INSTALLATION OF PAVED ACCESS DRIVE. 6. ONCE NEW PUMP STATION IS COMPLETE, CONTRACTOR TO PERFORM TESTING OF PUMP STATION. 7. UPON SUCCESSFUL COMPLETION OF TESTING, CONTRACTOR SHALL SHUT DOWN BYPASS PUMPS AND REMOVE SUCTION PIPING FROM NEW MANHOLE AND ALLOW FLOW INTO NEW PUMP STATION. 8. CONTRACTOR TO INSTALL GRINDER WITHIN NEW MANHOLE PER DETAIL ON SHEET C-5. 9. UPON TESTING AND APPROVAL OF GRINDER INSTALLATION BY THE ACSA, CONTRACTOR TO PERFORM FINAL GRADING, INSTALL PAVED DRIVEWAY, INSTALL TREES, APPLY PERMANENT SEEDING AND STABILIZATION TO ALL DISTURBED AREAS. NEW OVERHEAD POWER SERVICE LINE / NEW UTILITY POLE LE MOUNTED UTILITY ER— ono Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL 0 5' 10' 20' EI SCALE: 1" = 10' SCALE: HORIZ: 1"— 10' VERT.: N/A DATE: MARCH 2O21 DESIGNED: YLM DRAWN: AM CHECKED- CEL PROJECT NO.- 46480-023 SHEET NOTES 1. FOR TEMPORARY CONSTRUCTION EASEMENTS AND SETBACKS, REFER TO SHEET C-4. 2. FOR EROSION AND SEDIMENT CONTROL NARRATIVE, REFER TO SHEET C-6. 3. SURFACE PREPARATION, APPLICATION PROCEDURE, REQUIRED COATS, AND COATING THICKNESS SHALL BE PERFORMED PER MANUFACTURERS' RECOMMENDATIONS FOR CORROSION PREVENTION. 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PLANT SCHEDULE ID QTY. SCIENTIFIC NAME I COMMON NAME SIZE ROOT SHADE TREES BP 3 BETULA PENDULA I SILVER BIRCH TREE 8' MIN. B&B EVERGREEN TREES MG 17 MAGNOLIA GRANDIFLORA I SOUTHERN MAGNOLIA 6' MIN. B&B NOTE: CONTRACTOR TO COORDINATE THE TYPE AND LOCATIONS OF NEW TREES FOLLOWING THE INSTALLATION OF THE NEW OVERHEAD ELECTRICAL SERVICE FOR THE PUMP STATION BY DOMINION ENERGY. OF EX. WET WELL EX. TOP EL. 545.8t EX. BUILDING SLAB (TYP.) TO BE REMOVED EX. GROUND , \ -F-1 i. EX. 4" SERIVCE LATERAL EX. WET WELL TO BE TO BE REMOVED, PLUGGED, AND CLEAN AND COATED WITH SEALED WATERTIGHT RAVEN 405 OR APPROVED (EX. INV. IN. 540.14) EQUAL. SEE NOTE 3, THIS SHEET. TO EX. 4" DISCHARGE PIPE SEE NOTE 4,BTHIS E SHEET 7\ MOVED) EX. 5' DIA. WET WELL EX. 8" SAN. SEWER I TO BE REPLACED IN PLACE AT EX. SLOPE WITH NEW 8" DIP (INV. IN 537.39) I NEW FILLETS (TYP.) SEE MECHANICAL DRAWINGS FOR DETAIL EXISTING PUMP STATION SECTION N.T,S, ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 168 SPOTNAP ROAD 4 CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT OF C_3 EROSION AND SEDIMENT CONTROL 29 AND DEMOLITION PLAN PHASE 2 r� 0 c� CV O O O d CID 0 N 0 0 SHEET NOTES 1. PROVIDE TEMPORARY SUPPORT OF EXISTING POWER POLE AS REQUIRED. RELOCATE EXISTING GUY WIRES AS NEEDED. COORDINATE WORK WITH DOMINION. COS I I 2. PROTECT EXISTING TREES WHERE TREE PROTECTION IS NOTED ON ® z I SHEETS C-2 AND C-3 WITHIN LOD. REMAINING TREES WITHIN LOD MAY BE REMOVED. ALL TREES OUTSIDE OF LOD TO REMAIN. NOTIFY ASCA IF ADDITIONAL TREES ARE TO BE REMOVED OR TRIMMED TO PERFORM WORK. 3. RECORD INFORMATION DEPICTS APPROXIMATELY 25' OF CONCRETE ENCASEMENT ALONG EXISTING 8" PIPE UNDER CREEK BED. THE / v MAXIMUM LIMITS OF THE 8" SEWER REPLACEMENT ARE SHOWN. CONTRACTOR TO REMOVE ENOUGH EXISTING CONCRETE co ENCASEMENT AND 8" SANITARY SEWER AS REQUIRED TO INSTALL / Q Lo � Ufj \ \ � � TOP 5�5 NEW 8" SEWER, FITTINGS FOR SEWER LATERAL, AND CONNECTIONS TYPICAL C NE FOOTING TO NEW GRINDER MANHOLE. SEE NOTE) 9 IS SHEEP. / I \ �N 3909 2 ' 4. 4" SAN. SEWER LATERAL TO BE PVC SDR 26. MINIMUM SLOPE E 11 7 OR LATERAL TO BE 2.0%. LATERAL TO CONNECT TO 8"X4" TEE ON NEW 8" DI SAN. SEWER. EX. PERMANENT EASEMENT 5. SIZE AND DEPTH OF EXISTING UNDERGROUND ELECTRICAL LINES Cl)40 LF - 4" PVC SAN. ARE UNKNOWN. CONTRACTOR TO TEST HOLE UTILITY AND NOTIFY SEWER LATERAL. SEE NOTE ENGINEER AND ACSA OF FINDINGS. PROVIDE TEMPORARY 4, THIS SHEET. SUPPORTS OF EXISTING SERVICE LINE AS REQUIRED AND NOTIFY THE SIAND THESERVICE ENGINEER EOF A TEMPORARY SHUTDOWN OF 2 EA - SAN. SEWER THE EX D. CLEANOUT (TYP.) 6. 32 LF 15" RCP STORM SEWER AT 1.9% SLOPE /� TOP EL. 544.5 INV. IN = 539.71 INV. OUT = 540.32 �Lj4' DIN. MANHOLE WITH GRINDER SEE NOTE 3, THIS SHEEP. 7 EXISTING OFFICE BUILDING HAS ROOF DRAINS THAT CROSS UNDER SEE DETAIL, SHEET C-5. EXISTING DRIVEWAY. CONTRACTOR TO LOCATE AND REPLACE ROOF DRAINS AT NO ADDITIONAL COST TO THE OWNER. ROOF / 1 EA - 8"X4" DI TEE DRAINS TO BE BURIED BELOW PAVEMENT SECTION AND EXTENDED �11 00 INLINE AND GRADE TO EXISTING CREEK. ROOF DRAINS TO BE / 26 LF - 8" DI SAN. SEWER TO BE SCHEDULE 80 PVC AND MATCH EXISTING DRAIN DIAMETERS. REPLACED IN PLACE IF REQUIRED, AND �� / N (� (� SEWERT SSEE NOTOE 3PE ATHSISHEET. 8 WATER CONTRASERVICO USE EXISTING CORPORATION STOP FOR THE NEW (.0��� \W o '�� N 9. SEE STRUCTURAL DRAWINGS FOR TYPICAL DAVIT CRANE FOOTING R5.0' G�P n/ — —�- — ,��_ ' .,� �� �/ ���; �� DETAIL. DAVIT CRANE TO BE STAINLESS STEEL, 0.5 TON (MIN.) � 0" CAPACITY, AND PORTABLE. DAVIT CRANE TO HAVE A FLUSH O 3 / / % W, S MOUNTED BASE , ADJUSTABLE BOOM, MANUAL WORM GEAR HAND / '?� \ R1 C� \ P�POSED VARIABLE �� \ WINCH WITH BRAKE, AND 304 STAINLESS STEEL WIRE ROPE. W RAW /�/ WIDTH PERMANENT / d� s IAANUFACTUREDORTABLE ITBYRANE THERNOBE OR APPROVEDEEQUAL. AS EX. ORCE MAIN — EM€NT 0 �/ _ _ 4 �� w ,� BUILDING CORNER .'� / . _ .�- �- N 3905895.21 s �, \ \®� �B�IyAT€R MAIN— — / �< / o/ �._. / /� (/� VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE R20.0 ®\ � =_ _ _ WAIER SERVI� dPIE — _ / / ��/ / / / I E 11475693.98 \ S Cl CORRIDOR SHALL BE ELIMINATED. PAVED -DRIVE T""EMOVED _ , / G S I�0 THIS SHEET.— AND REPLACE6 _ _ _ / / _ / �� / \ v V s �� j N /`'�IVATER�ME�R AND /� I EX. PROPERTY LINE SEE DETAII�HEET C-5. � C 920.0, I� O SEE DETAILS, SHEET CPT J'nd SEE NOTE 8, THIS Q // /�/ i / / I' ERMANENT EASEMENT \ " 2� 4" BEN5'� — ( / / / BUILDIN R -� �/ 15 RCP CULVERT I 0 N�3905 / S 6, THIS SHEET. — — ` — t#rTT CTRICA�INE / // / / i ') O SEE NOTE 5, THIS SHEEN % y / ��j E 0.09 /� / \ — \ Cep WIR€S�-S—'EE:ffl)11�1 SHEET. / "J o EEC. PROPEL \ VDOT STD. ENTRANCE PE-1 — l^ i LINE — i J 00 <<^^ — — — 'NEW OVERHEAD <^ N• D POWER SERVICE LINE / / 0 m �/ 7; — / Cv /� O U'i U LITY POLE POLE MOUNTE UTILITY / r.1 Q 5 LF - 8" DI SAN. SEWER TO BE REPLACED IN PLACE AND AT SAME SLOPE AS EXISTING /�� C/) SEWER (INV. IN. 537.39) �C/) EX. PUMP ^� TION W I � P�� WITH .DC" ELL A\ 4'X8' CONCR Ln I �Q P P� EX. WET WE Lo 00 U Q _ J BUIL* N 390590,` O I �/ E 114756E O I I �0 Q '' 12'X16' PREFABRICATED PUMP z / / ,' (o STATION BUILDING FINISHED FLOOR ELEV. 545.8t TYPICAL EXTERIOR EQUIPMENT PAD SEE STRUCTURAL DRAWINGS FOR DETAIL. BUILDING CORNER I I Q lA\\ �' N 3905897.68 �l \\,\S`� 0-,' \ \ E 11475674.13 D \ '� 5 EMERGENCY NNECTION ' I s sus \ 4 6 �EF`DETAIL MIAL DRAWINGS 0 j �� s \ �� ��� EA - 4" P C-VALVE (TYP.) FOR DAI �/ `\� C� Z _ 1 - 4"X4 SEE_ C ^7 12.0' 01 '?� 1. r N F 5.0' W / �F'1? i cc)+ ` 0 9 TRANSFO — �� 0� s O�y �� Z� �� Q oin Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL SCALE: HORIZ: 1 "-10' VERT.: N/A DATE: MARCH 2O21 DESIGNED: AM DRAWN: AM CHECKED- CEL PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT SITE LAYOUT AND GRADING PLAN 0 5' 10' 20' SCALE: 1" = 10' DRAWING SHEET C-4 29 r� 18" METER BOX 6" EXTENSION re PIPE SLOT (2 PLACES) VER LIFT NOTCH 12 3/8" WATER ` CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 Etj N V Z E gY p ^u G16 Xm^ O A. - I ,gx p GO EW Xm'y, m \S u \'O pQn Wo x�lp 2p XSm YO Q Jo is p rjp=OU U' z� z� za J `o E �n S �rc Ny v mFX U NO! �AI.`1 vE0 i�0 9� ow rc a f9 rc d �n 0 n 1 rc b E m fi 1- O E _;t z F 0 M ^ ro E y u I'Ij'�I1II n �' n d 3 ILI n W S V ILI z O i p E p E p^ O E = U' LLI E a iv aE m ryE S E U N EE z LL \m \E m G� \N pV IZ p0 r Y Q W u O J LN 0 M �E a SJ �E �n of mY mU E a i?ij 94CL mE ue} 0 I- 9Urc ig o0 �0Um g m awe _ m A 1mJ s m ��19 p 9H0 p i mg� Wm E o�P E mU +p mp uu gw0 .ten E p e?v'a n o - M� v XZ 0, x � fa? cos�i N KK6 OWE O fi p9P � sip Q w ZE!w 2 5 W8IJ a ow< Q pZ, INS E ml Q�O O O = ,E Z � nlri a C) 0 I cV CD N C" N a LO CD A GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN*T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER —CUT CONDITION UNSTA SOIL ACKFILL AS ACSA >>...: Z STABLE SOIL OR #68 STONE NOTE 11.140 ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING 6" IPIPEI 6" I I 6" O PIPE O.D. 12" CONCRETE ENCASEMENT NTS FIG. W-2 17nnT ry AcS 1 VDOT NO 1 STONE BEDDING SECTION A —A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE 1 EXCEPT WHERE SLOPE OF MAX. BANK EXCEEDS 1 TO 1 A �.— Nlt UNDISTURBED _� MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS Y, THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 1B" OF VDOT CLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 LIMITS AS SHOWN ON PLANS GROUND SURFACE FINISHED GRADE (MATCH EX. SLOPE) 8 OZ. MIN. WOVEN 1.5" SM-9.5A GEOTEXTILE AS REQUIRED (ANCHORED PER MANUFACTURER'S \ SPECIFICATIONS) >i�i��i W\ \i, ��\\�;\yam\\i�i�\: 6" MIN. OF #21A COMPACTED SOIL OR #21B STONE PAVED DRIVE DETAIL NOT TO SCALE EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE B"MIN MIS 24 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5"IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 1" COMPRESSION X 3/4' MALE PIPE COUPLING W APPROVED EQUAL TEE NOTE - NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. [[[ 38" MIN. 1/8 BEND COUPUNG-\/ /, AU'- O u FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2- FL "IMPRESSION x 3/4' MALE PIPE COUPLING PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY 2ESIDENTIAL SERVICE WHERE AN IRRIGATION KETER IS NOT PROVIDED. CAST IRON UD GRADE `CORPORATION STOP #`r;�c•" :� Y%'. �� �tlMM As ii•P�k.'�'": NECESSARY :},h yf.'.. `.'.`ii;p SAND OR DUST UNDER BOX AND SETTER (2-INCH y (°•i�-0.r.4?.., 4' DIAMETER GRAIN PIPE. 12" :4 �; =i• LONG STONE POCKET, VDOT MINIMUM THICKNESS) k+eRe,,m}'y �.,-}R, ";, SPEC. 203• NQ 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W—BA LIMITS AS SHOWN ON PLANS GROUND 0.5% SLOPE AWAY SURFACE FROM BUILDING 4" CONCRETE - 6" MIN. OF #21A COMPACTED SOIL OR #21B STONE CONCRETE APRON DETAIL Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 NOT TO SCALE FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL 48" DIA. FIBE MANHOL (TRAFFIC RI ANC B RAC I (TYP. 0 PLAN VIEW (WITH DOME SECTION) FINK Gf MANHOLE ADJUSTMENT RINGS TC GRADE LADDER GUIDE RAIL GRINDER SECTION A -A NOTE CONTRACTOR TO INSTALL MANHOLE WITHOUT GRINDER FOR BYPASS PUMPING OPERATIONS DURING PHASE 1 & 2 OF CONSTRUCTION. UPON COMPLETION AND ACCEPTANCE OF THE NEW PUMP STATION BY THE ACSA AND REMOVAL OF BYPASS PUMP, THE CONTRACTOR SHALL INSTALL THE GRINDER INSIDE THE MANHOLE. SCALE: HORIZ: 1 "=10' VERT.: N/A DATE: MARCH 2O21 DESIGNED: YLM DRAWN: YLM CHECKED- CEL PROJECT NO. 46480-023 G 3 PLAN VIEW (WITHOUT DOME SECTION) MANE ADJUSTIv RING GF LAD 2" NPT CONDUIT LOCATION GRIN EFFLU f 4' DIA. MANHOLE WITH GRINDER NOT TO SCALE ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT NOTES AND DETAILS PIPE DRAWING I SHEET uE I C-5 29 EROSION AND SEDIMENT CONTROL NARRATIVE A. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO REPLACE THE EXISTING MADISON OFFICE PARK WASTEWATER PUMP STATION WITH A NEW PUMP STATION AND CONNECT TO THE EXISTING FORCE MAIN. THE PROJECT CONSIST OF TWO CONSTRUCTION PHASES. PHASE 1 OF CONSTRUCTION WILL CONSIST OF THE INSTALLATION OF A 4" DIA. MANHOLE, AN 8" SAN. SEWER, A 4" SAN. SEWER LATERAL, A 4" EMERGENCY BYPASS CONNECTION, A 4" PLUG VALVE, AND PARTIAL DEMOLITION OF THE EXISTING PUMP STATION. THE WORK UNDER PHASE 1 OF CONSTRUCTION WILL FACILITATE THE INSTALLATION OF BYPASS PUMPING DURING PHASE 2 OF CONSTRUCTION. PHASE 2 CONSIST OF THE REHABILITATON OF THE EXISTING WET WELL, THE INSTALLATION OF THE NEW PUMP STATION, AND OTHER SITE IMPROVEMENTS. UPON COMPLETION AND ACCEPTANCE OF THE NEW PUMP STATION, A GRINDER WILL BE PERMANENTLY PLACED INSIDE THE MANHOLE USED FOR BYPASS PUMPING, THE ACCESS DRIVE WILL BE PAVED, AND THE SITE STABILIZED AND SEEDED. THE TOTAL LAND DISTURBANCE FOR THIS PROJECT IS 0.15 AC (6,347 SF). B. EXISTING SITE CONDITIONS THE EXISTING AND NEW PUMP STATION WILL BE LOCATED AT 500 FAULCONER DRIVE WITHIN AN EXISTING WATER AND SEWER EASEMENT OWNED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). THE EXISTING PUMP STATION HAS A SEPARATE ADDRESS OF 2497 OLD IVY ROAD. THERE IS AN GRAVEL ACCESS DRIVE INTO THE SITE OFF OLD IVY ROAD. THE WORK WILL TAKE PLACE ON THE NORTHWEST BANK OF THE ROADSIDE DITCH ALONG THE CORNER OF THE PROPERTY. C. ADJACENT AREAS THE ADJACENT AREAS OF THE PROJECT CONSISTS OF AN EXISTING OFFICE PARK, RAILROAD TRACKS, THE ROUTE 29/250 BYPASS EXIST RAMP AND RESIDENTIAL PROPERTY. THE EXISTING DRAINAGE PATTERNS AND SYSTEMS WILL NOT BE IMPACTED BY THE WORK ON THIS PROJECT. D. OFF -SITE AREAS, BORROW AND WASTE DISPOSAL TEMPORARY CONSTRUCTION EASEMENT WILL BE ATTAINED FOR CONSTRUCTION ACTIVITIES. E. GENERAL SOILS DESCRIPTION MAP UNIT SYMBOL: 568 MAP UNIT NAME: MEADOWALLE LOAM, 2 TO 7% SLOPES F. STORMWATER MANAGEMENT AND RUNOFF CONSIDERATIONS STORMWATER MANAGEMENT FOR THIS PROJECT WILL BE ADDRESSED THROUGH THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED. THE CONSTRUCTION OF THE PROJECT'S IMPROVEMENTS WILL NOT RESULT IN ADDITIONAL RUNOFF VOLUMES THAT REQUIRE STORMWATER QUALITY OR QUANTITY CONTROLS. CONSEQUENTLY, NO STORMWATER TRAPS OR BASINS ARE REQUIRED. FINAL RESTORATION WILL FOLLOW TESTING AND ACCEPTANCE OF THE NEW PUMP STATION BY THE ACSA. G. CRITICAL AREAS WETLANDS DO NOT EXIST WITHIN THE PROJECT LIMITS. H. SEQUENCE OF CONSTRUCTION FOR SUGGESTED SEQUENCE OF CONSTRUCTION, SEE SHEETS C-2 AND C-3. E A STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. G7 FILTER CLOTHS 6" MIN.I Al SIDE ELEVATION 12' 14IN.1 VDOT 81 COURSE AGGREGATE ■ MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 70' MIN. WASHRACK (OPTIONAL) POSITIVE DRAINAGE B TO SEDIMENT TRAPPING DEVICE PLAN VIEW 12' MIN. SECTION A —A SECTION B-B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC CE CONSTRUCTION ENTRANCE 10, 5:1 MOUNTABLE BERM (OPTIONAL) DRIP LINE 7 SNOW FEN 10, MIN. 1 EXISTING PAVEMENT 10, MIN. BOARD FEI Plate 3.02-1 `N�i-INNZs!�< FLUME PIPE CROSSING A O r N EROSION CONTROL o MEASURES TO BE LOCATED BELOW $ APPROACH AREAS I WATER FLOW ` . i... .' .ii ,: -.e FLUME PIPE °' A .... / FLOW _ y ° 1_ EXCAVATED TRENCH A A EROSION CONTROL MEASURES TO BE B LOCATED BELOW APPROACH AREAS 1 PLAN VIEW PROP WFL . PNE \ EXCAVATED TRENCH SECTION "A —A" SOURCE: Va. DSWC CREEK BANK CREEK BANK AGGREGATE WATER LEVEL FLUME PIPE PROPOSED PIPELINE SECTION "B—B" USC UTILITY STREAM CROSSING PLATE. 3.25-3 FENCING AND ARMORING _NCE CORRECT METHODS OF TREE FENCING �i - CORRECT TRUNK ARMORING N TRIANGULAR BOARD FENCE SOURCE: VA. DSWC PLATE 3.38-2 NOTE: TREE PROTECTION FENCING SHALL BE PLACED A MINIMUM OF 5—FT OUTSIDE OF ACTUAL DRIP LINE OF TREES. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"1 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6-MAX. _a a-' FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC Sherwood and llyent SF SILT FENCE SCALE: HORIZ: VERT.: N/A DATE: MARCH 2O21 DESIGNED: AM DRAWN: AM CHECKED- CEL PROJECT NO. 46480-023 SAFETY FENCE mill _ 1 • • • • • • • • • • • • • • • • • • • • • • 1 • �_•S•S•_•S•S•_•S•S•_•S• •_•S•S•:"•S•S•_•S�:•_•S•S•_•S•S•_•S•S•!•! • • • • • • • • • • PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE PLATE. 3.05-2 SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC SF SAF SAFETY FENCE ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT EROSION AND SEDIMENT CONTROL NOTES AND DETAILS PERSPECTIVE VIEW METAL FENCE DRAWING 7 OF 29 PLATE. 3.1-1 SHEET C-6 [z a 00 i N 0 CV N CV 0 ARCHITECTURAL ABBREVIATIONS: ABV ABOVE FIE FIRE EXTINGUISHER ON BRACKET PAV PAVER TILE AC AIR CONDITIONING (CONDITIONER) FEC FIRE EXTINGUISHER CABINET PC PIECE AD ACCESS DOOR (OR PANEL) FH FLATHEAD PF PLASTIC FABRICATION ADA AMERICAN WITH DISABILITIES ACT FIRE T FIRE TREATED PL PLATE ADD ADDENDUM FIN FINISH OR FINISHED PLAM PLASTIC LAMINATE ADJ ADJACENT FIX FIXTURE PLAS PLASTER AES ABOVE EXISTING SLAB FL FLASHING PREFAB PREFABRICATED AF ACCESS FLOOR FILM FULL LENGTH MIRROR PRIES T PRESSURE TREATED AFF ABOVE FINISHED FLOOR FLR FLOOR PT PAINT AHU AIR HANDLING UNIT FIR FIRE RATED PTD PAPER TOWEL DISPENSER ALT ALTERNATE FRC FIBER -REINFORCED COATING PTN PARTITION ALUM ALUMINUM FS FOLDING SHOWER SEAT PVC POLYVINYL CHLORIDE APC ACOUSTICAL PANEL CEILING (LAY -IN) FSS FOOT OR FEET APPROX APPROXIMATE FT FOOTING QT QUARRY TILE ARCH ARCHITECTURAL FTG FABRIC -WRAPPED PANEL (FABRICATED; QTY QUANTITY ASB ASBESTOS FWP TACKABLE; ACOUSTICAL PANEL) ASP ASPHALT R RISER OR RADIUS ATC ACOUSTICAL TILE CEILING (CONCEALED SUSPENSION) GA GAUGE RAF RAISED ACCESS FLOOR AWP ACOUSTICAL WALL PANEL GALV GALVANIZED RB RESILIENT WALL BASE AND ACCESSORIES (VINYL GB GRAB BAR BASE; RUBBER BASE; TREADS; NOSINGS; EDGINGS BB BULLETIN BOARD (GLASS COVERED) GEN GENERAL RCP REINFORCED CONCRETE PIPE BC BOTTOM OF CURB GL GLASS RD ROOF DRAIN OR ROUND BD BOARD GLM GLASS UNIT MASONRY (GLASS BLOCK) REQ'D REQUIRED BEN BENCH GMU GLAZED MASONRY UNIT RF RESILIENT FLOORING (VINLY; RUBBER; VINYL BETW BETWEEN GRID GROUND COMPOSITION TILE; SHEET FLOORING) BLDG BUILDING GP GYPSUM PLASTER REBAR REINFORCING BAR BLKG BLOCKING GIRT GROUT REINF REINFORCED OR REINFORCING BM BEAM GVP GYPSUM VENEER PLASTER RESF RESINOUS FLOORING BOT BOTTOM GYPB GYPSUM BOARD (WALL OR CEILING) REQ'D REQUIRED BR BRICK GYPBS GYPSUM BOARD SHAFT -WALL ASSEMBLY RET RETURN BR/S BACKER ROD AND SEALANT REV REVISION H HEAD RH ROBE HOOK C CONDUIT HB HORIZONTAL BLIND RM ROOM C/C CENTER TO CENTER HDW HARDWARE RO ROUGH OPENING CB CHALKBOARD HM HOLLOW METAL RWR RECESSED WASTE RECEPTACLE CAB CABINET HOR HORIZONTAL RV ROOF VENT CARP CARPET HP HIGH POINT RX REMOVE EXISTING CARPT CARPET TILE HR HOUR CEM CEMENT HT HEIGHT S SILL, SOUTH OR SINGLE CER CERAMIC HTR HEATER SC SPECIAL COATING )OTHER THAN PAINT SYSTEMS) Cl CAST IRON HVAC HEATING, VENTILATION AND AIR CONDITIONING SCH SCHEDULE OR SCHEDULED CG CORNER GUARD HW HOT WATER SCR SHOWER CURTAIN ROD CH CEILING HEIGHT SD SOAP DISPENSER OR STORM DRAIN CJ CONTROL JOINT ID INSIDE DIAMETER SECT SECTION CL CENTERLINE IN INCH SF SQUARE FLOOR CLOS CLOSET INSUL INSULATION SIFT STRUCTURAL FACING TILE CLG CEILING INT INTERIOR SH SHOWER CLR CLEAR INV INVERT SHT SHEET CMP CORRUGATED METAL PIPE SIM SIMILAR CMU CONCRETE MASONRY UNIT J JAMB Si STEEL JOIST CO CLEAR OPENING JC JANITOR'S CLOSET SPEC SPECIFICATIONS COL COLUMN JT JOINT SP STAND PIPE COMP COMPACTED SQ SQUARE CONC CONCRETE KIT KITCHEN SS STAINLESS STEEL OR SERVICE SINK CONSTR CONSTRUCTION SSM SOLID SURFACE MATERIAL CONT CONTINUOUS L LINTEL STAT STATIONARY CONV CONVECTOR LAB LABORATORY STL STEEL CR COLD ROLLED LAV LAVATORY STRUCT STRUCTURAL OR STRUCTURE CSK COUNTERSUNK LG LONG SUSP SUSPENDED CSPE CHLOROSULFONATED POLYETHYLENE ELASTOMER LIN LINOLEUM FLOOR COVERING SWR SURFACE -MOUNTED WASTE RECEPTACEL CT CERAMIC TILE LLV LOG LEG VERTICAL SYS SYSTEM CTR COUNTER LOC LOCATION CW COLD WATER LOCK LOCKER T TILE CX CONNECT TO EXISTING LP LOW POINT TOB TOWEL BAR LT LIGHT T&B TOP & BOTTOM D DOUBLE LTG LIGHTING T&G TONGUE & GROOVE DEG DEGREE LV LOUVER TC TOP OF CURB DEMO DEMOLITION TCB TOILET SEAT COVER DISPENSER DIET DETAIL M MIRROR OR MEN TEL TELEPHONE DF DRINKING FOUNTAIN MACH MACHINE TER TERRAllO DIA DIAMETER MAS MASONRY TH THICK DIR DIRECTORY MATL MATERIAL TO TOP OF DIN DOWN MAX MAXIMUM TOS TOP STEEL DO DOOR OPENING MC MEDICINE CABINET TOW TOP OF WALL DR DOOR MDF MEDIUM DENSITY TP TOILET PARTITION (WATER CLOSET; URINAL; DS DOWNSPOUT MFB FIBERBOARD SHOWER; SCREEN) DWG DRAWING MECH MECHANICAL TPD TOILET PAPER DISPENSER MET METAL TR TREAD E EAST MFR MANUFACTURER TYP TYPICAL EA EACH MH MANHOLE EF EACH FACE MIN MINIMUM U UNIT EFS EXTERIOR FINISH SYSTEM MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE EIFS EXTERIOR INSULATION AND FINISH SYSTEM MK MARK UR URINAL EJ EXPANSION JOINT MO MASONRY OPENING EL ELEVATION MP METAL PANEL V VENT ELEC ELECTRIC OR ELECTRICAL MR MR VB VERTICAL BLIND ELEV ELEVATOR MTD MOUNTED VDB VISUAL DISPLAY BOARD (HINGED CONFERENCE UP EM ENTRY MAT MTL METAL VERT VERTICAL EP ETHYLENE PROPYLENE -BASED (SINGLE PLY ROOFING) VEST VESTIBULE EPB ELECTRICAL PANEL BOX N NORTH VIF VERIFY IN FIELD EPDM ETHYLENE-PROPYLENE-DIENE MEMBRANE NA NOT APPLICABLE VP VAPOR BARRIER EPS EXPANDED POLYSYTRENE ND SANITARY NAPKIN DISPENSER VS VERTICAL STANDPIPE EPX EPDXY NIC NOT IN CONTRACT EQ EQUAL NO NUMBER W WOMEN, WIDTH, WEST OR WOVEN EQUIP EQUIPMENT NOM NOMINAL W/ WITH EST ESTIMATE NTS NOT TO SCALE WC WATER CLOSET OR WALL COVERING (VINYL OR EUH ELECTRIC UNIT HEATER TEXTILE COVERING; WALL PAPER) EW EACH WAY CA OVERALL WD WOOD EWC ELECTRIC WATER COOLER OC ON CENTER WH WEEP HOLE EWCA ELECTRIC WATER COOLER - ACCESSIBLE OD OUTSIDE DIAMETER WHT WHITE EXIST EXISTING OFF OFFICE WO WINDOW OPENING EXP EXPANSION OR EXPOSED CHID OVERHEAD COILING DOOR WP WATERPROOF OR WORKING POINT EXT EXTERIOR OHG OVERHEAD COING GRILLE WR WATER RESISTANT OR WASTE RECEPTACLE OP OPERABLE PANEL PARTITION WT WIGHT F FILLER (HUNG FROM OVERHEAD TRACK) WWF WOVEN WIRE FABRIC FC FAN COIL UNIT OPNG OPRNING FD FLOOR DRAIN OR FIRE DAMPER OPP OPPOSITE YD YARD FDR FOLDING DOOR (WOOD OR FABRIC) OZ OUNCE YR TY 7 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 ARCHITECTURAL LEGEND: BRICK O DOOR NUMBER SYMBOL CONCRETE MASONRY UNITS O LOUVER NUMBER SYMBOL STRUCTURAL CLAY UNITS OWINDOW NUMBER SYMBOL GYPSUM BOARD PARTITIONS ROOM NUMBER SYMBOL WOOD -FINISH GRADE WALL/BUILDING SECTION SYMBOL WOOD BLOCKING ®TITLE AND DETAIL REFERENCE SYME RIGID WALL/PERIMETER INSULATION O PARTITION TYPES RIGID ROOF INSULATION BATT INSULATION NUMBER -CONSTRUCTION NOTE ONUMBER -DEMOLITION NOTE CONCRETE AREVISION POROUS FILL NORTH ARROW EARTH (CONSTRUCTION NORTH) METAL PATTERN LETTER INDICATES SECTION NUMBER INDICATES DETAIL OR ELEVATION FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL BUILDING SECTION/DETAIL SYMBOL DETAIL,SECTION OR ELEVATION DESIGNATO DRAWING NUMBER WH DETAIL, SECTION OR ELEVATION IS DRAWN LETTER INDICATES SECTION, NUMBER INDICATES DETAIL OR ELEVATION TITLE AND SECTION/DETAIL REFERENCE SYMBOL SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: RK DRAWN: PKI CHECKED- DIE PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT GENERAL ARCHITECTURAL NOTES, LEGEND, AND ABBREVIATIONS DRAWING SHEET A OF 29 A-1 pno 16'-0" 0 I A C4 A-4 0- co CV N O CV CV 0 3 N 0 I n 0 FOUNDATION WALL TYP SEE STRUCTURAL o I I N I " N v o _ 101.1 r e PUMP ROOM ❑ o 101 • ° 0 I � N % LLLLLLLLLLLLLLLL I! I! jr_�l I H B 11 1 1 1 90 13'-6" PUMP STATION FLOOR PLAN A-2 SCALE: 1/2" = 1'-0" REF: CONCRETE SPLASHBLOCK TYP OF 4 1'-6" 11'—O" Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 SEAMLESS GUTTER AND DOWNSPOUT (TYPICAL) A A-4 SEAMLESS GUTTER AND DOWNSPOUT (TYPICAL) 2" X 6" ROOF JOIST ® 1'-4" 0/C(TYPICAL) A A-4 /—WALL LINE BELOW (TYPICAL) O I I I I w I o I SLOPE: I I I I I I I w I � I I I I I I I I I I SLOPE: _ I I I I I I I I I I I I I 0 STANDING SEAM METAL ROOF (TYPICAL) COLOR TO MATCH EXISTING PUMP STATION METAL ROOF 2 PUMP STATION ROOF PLAN A-2 SCALE: 1/2" = 1'—O" REF: 9" X R" RnOF ,inlST an 1'-4" n/C (TYPICAI l FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL 3 PUMP A-2 SCALE: 1/2 REF: STATION o SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: RK DRAWN: PKI CHECKED- DIE PROJECT NO.- 46480-023 --�-�SEAMLESS GUTTER AND DOWNSPOUT (TYPICAL) 2' X 6" FACE PLATE (TYPICAL) rel SEAMLESS GUTTER AND DOWNSPOUT (TYPICAL) ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT PUMP STATION FLOOR AND ROOF PLAN 0 12' 4' SCALE: 1/2" = 1'—O" DRAWING I SHEET 9 OF 29 A-2 pno SEAMLESS GUTTER AND DOWNSPOUT PRECAST CONC PANEL W/ EMBOSSED BRICK PATTERN STAIN TO MATCH RED BRICK OF MAIN BUILDING ON SITE CONCRETE SPLASHBLOCK Q N O O 00 d O 00 Cn i Fri co STANDING SEAM METAL ROOF 12 COLOR - ENGLERT MANSARD BROWN 6� LCD LIGHT FIXTURE ��1,659 LUMENS SEE ELECTRICAL E-4 / / / / / / / / I 101.1 I I I I 1 EAST ELEVATION A-3 SCALE: 3/8" = 1'-O" REF: A-1 STANDING SEAM METAL ROOF COLOR CONCRETE RO( MANU CONCRETE SPLASHBLOCK CONCRETE ROOF BY BLDG MANUF (BEYOND) I I L1 I I I I I 3 NORTH ELEVATION A-3 SCALE: 3/8" = 1'-0" REF: A-1 SEAMLESS GUTTER AND DOWNSPOUT PRECAST CONC PAN EMBOSSED BRICK P, STAIN TO MATCH RED OF MAIN BUILDING 0 CONCRETE SPLASHBLOCK %MLESS GUTTER D DOWNSPOUT PRECAST CONC PANEL W/ EMBOSSED BRICK PATTERN STAIN TO MATCH RED BRICK OF MAIN BUILDING ON SITE STANDING SEAM METAL ROOF COLOR - ENGLERT MANSARD BROWN 12 CONCRETE ROOF BY BLDG 61 MANUF (BEYOND) PRECAST CONC PANEL W/ EMBOSSED BRICK PATTERN STAIN TO MATCH RED BRICK OF MAIN BUILDING ON SITE CONCRETE SPLASHBLOCK Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 rTAklMuin rreu urTu nnnr I L2 I I I 2 SOUTH ELEVATION A-3 SCALE: 3/8" = 1'-O" REF: A-1 LCD LIGHT FIXTURE 1,659 LUMENS SEE ELECTRICAL E-4 4 WEST ELEVATION A-3 SCALE: 3/8" = 1'-0" REF: A-1 FINAL SUBMITTAL SITE PLAN AND Fall am] i Fall ,,i161TI:,� 1:10iPi11 )OF BY BLDG )ND) SEAMLESS GUTTER AND DOWNSPOUT SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: RK DRAWN: PKI CHECKED- DIE PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY •i '• ►a' 010 D CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT PUMP STATION ELEVATIONS 0 1' 2' 3' 5' SCALE: 3/8" = 1'-O" DRAWING I SHEET 10 OF 29 A-3 6 SEAML AND 2 1/2" RIGI W/MANUF FIBER ON3X3W E a 0 N N 0 CV 0 c CD 0 n STANDING SEAM METAL ROOF COLOR rA Inl rnT IIAkI `Ann nnn111A1 A BUILDING SECTION A-4 SCALE: 1/2" = 1'-O" REF: A-1 BEYOND Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL 5/8" PLYWOOD ROOF DECK WOOD RAFTERS STANDING SEAM METAL ROOF ON 2 LAYERS OF 15# FELT BUILDING SECTION A-4 SCALE: 1" = 1'-O" REF: A-1 WASHABLE FIBERGLASS FACE PANEL ' MANUF STANDARD FIBERGLASS / FACE PANEL & 2" POLYSTYRENE INSULATION ON 3" X 3" WOOD FURRING W/ MANUFACTURERS FIBERGLAS PANEL I i CONCRETE SLAB SEE STRUCTURAL - 2- d 1, 4 Q d 4 �a a 5" NOM 6" 1/2" a a NOTE: TERMINATE CONC SLAB 1/2" RECESS & TAPER AT DOOR OPENINGS. ° %% COORDINATE WITH STRUCTURAL. NA 4 a n SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: RK DRAWN: PKI CHECKED- DIE PROJECT NO.- 46480-023 ° � d a 4 IN 0 SEAMLESS GUTTER AND DOWNSPOUT —CONCRETE WALL PANEL W/BRICK ` EMBOSSED PATTERN BY BLDG MANUFACTURER -FILL W/GROUT 'I -1/2" SEE � I STRUCTURAL PLAN it f COORD W/STRUCTURAL i CONCRETE FOUNDATION i WALL SEE STRUCTURAL., \ X \ \ X \ \: X \ \:r BUILDING SECTION/DETAIL SCALE: 3" = 1'-O" REF: A-1 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT PUMP STATION SECTIONS Q2" 4" 8" SCALE: 3" = ,'-O" 0 6" 1' 2' SCALE: 1" = ,'-0" 1' �' 0L4 SCALE: 1/2" = 1'-0" DRAWING I SHEET OF 29 A-4 pno DOOR SCHEDULE E HDW SET DOORS SIZE LOCATION TYPE MATT, FRAMES TYPE MAT'L FADJAMB SILL RATING E REMARKS FINISH DOOR FRAME 101.1 HWD-1 (2) 3'-0" XT-0" PUMP ROOM A HM 1 HM 3/A-5 3/A-5 5/A-5 NONE PTD PTO 101.2 HWD-1 (2) 3'-6" X7'-0" PUMP ROOM A HM 1 HM 3/A-5 3/A-5 5/A-5 NONE PTD PTD im�mm REVISIONS 3'-0" 3'-6" I I 0 N 0 � 3'-4" J „A„ „B„ „1„ „2„ DOOR & FRAME TYPES SCALE: 1/4" = 1'-O" REF: A-5 SEE SCHED w J M 0 w U w w V) "LV1" & "LV2" LOUVER TYPES SCALE: 1/4" = 1"-0" REF: A-5 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL .'-1 n" FOAM INSULATION 5" 3" NOM +/- BOARD 2" EXTRUDED POLYSTYRENE BOARD -UNPAGED PRECAST CONC z SEALANT AND w BACKER ROD o SCHEDULED _ Lij DOOR & o FRAME 1" RECESS TWAT PRECAST CONC z COMPRESSION LUG TYPE JAMB ANCHOR r 4 PER JAMB z SEALANT AND w BACKER ROD c- c) SCHEDULED o DOOR & / o FRAME Uj JAMB MANUFACTURER'S STANDARD FIBERGLASS FACE PANEL ON 3 X 3 WOOD FURRING SPACE FURRING AT 2'-0" O/C SEALANT AND BACKER ROD METAL FRAME ASIPROVIDED BY BLDG MANUF 5" 3" NOM +/- ' MANUFACTURER'S STANDARD FIBERGLASS FACE PANEL ON 3 X 3 WOOD FURRING SPACE FURRING AT SEALANT AND BACKER ROD METAL FRAME AS PROVIDED BY BLDG MANUF 3 DOOR DETAIL A-5 SCALE: 1" = 1'-O" REF: A-5 WEATHERSTRIP METAL DOOR M ETAL FRAM E M ETAL 0 0, 0 0, o; THRESHOLD 1/4"DIA STAINLESS- 0 00 •O STEEL FLAT HEAD r SEALANT EXP BOLT AT 24"OC CONTINUOUS 5 DOOR SILL DETAIL A-5 SCALE: 1" = 1'-0" REF: A-5 SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: RK DRAWN: PKI CHECKED- DMB PROJECT NO.- 46480-023 5" 3" NOM +/- FOAM INSULATION BOARD 2" EXTRUDED POLYSTYRENE BOARD - UNFACED PRECAST CONC SEALANT AND r BACKER ROD Cn Z 1 1/2" RECESS 4" SCHEDULED O LOUVER BY BLDG MANUF w SEALANT AND BACKER ROD PRECAST CONC RIGID BOARD INSULATION = HEAD & SILL 51 1 1 NOM +/- FOAM INSULATION BOARD 2" EXTRUDED Z POLYSTYRENE BOARD - UNFACED z SEALANT AND w BACKER ROD a_ SCHEDULED oJ LOUVER 1/4" RECESS 4" U JAMB MANUFACTURER'S STANDARD FIBERGLASS FACE PANEL ON 3 X 3 WOOD FURRING SPACE FURRING AT 2'-0" 0/C SEALANT BIRD SCREEN �y,1I:V11 MANUFACTURER'S STANDARD FIBERGLASS FACE PANEL ON 3 X 3 WOOD FURRING SPACE FURRING AT 2'-0" O/C MANUFACTURER'S STANDARD FIBERGLASS FACE PANEL ON 3 X 3 WOOD FURRING SPACE FURRING AT 2'-0" O/C SEALANT BIRD SCREEN LOUVER DETAL SCALE: 1 " = 1.-O" REF: A-5 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT SCHEDULES AND DETAILS SCALE: 3/8" = 1'-O" DRAWING I SHEET if OF off A-5 z O� 3 N 0 0 N 0 0 Co d 0 0 Q / CV 0 0 00 Fin.lAIIIIIIIIIIIIIIIIIt-l1 AIR GAP DISCHARGE LINE SEE DETAIL, SHEET M-4 GRADE LEVEL PLAN !:2) -2 SCALE: 1/2" = 1'-0" SHEET NOTES: 1. ALL PIPING TO BE 4" DUCTILE IRON (D.I.) WITH PROTECTO 401 UNLESS OTHERWISE NOTED. EXTERIOR EQUIPMENT PAD SEE STRUCTURAL DRAWINGS FOR DETAIL. EQUIPMENT LIST: 2. DOUBLE DOORS TO BE SUPPLIED WITH PREFABRICATED -IEAT PUMP SYSTEM 1 ;OUTSIDE UNIT) O 4" 90' BEND (FL) WITH BLIND FLANGE BUILDING. DOUBLE DOORS TO FIT OPENINGS AS SHOWN. O2 4" 90' BEND (MJ), RESTRAINED 3. FABRICATED 12'X16' BUILDING TO HAVE FAUX BRICK NALL MOUNTED HEAT PUMP PANELS WITH FLAT ROOF. MANUFACTURER'S FAUX BRICK SYSTEM (OVER PUMP CONTROL A O3 4" PLUG VALVE (MJ), RESTRAINED PANELS TO MATCH BRICK COLOR OF EXISTING BRICK PANEL - INDOOR UNIT) M BUILDING ON SITE. 3 O4 4 11.25' BEND (MJ), RESTRAINED 4. PUMP CONTROL PANEL TO BE SUPPLIED AND SHIPPED EX. 5' DIA. WET WELL TO BE REHABILITATE[ O 4"X4"X4" TEE (MJ), RESTRAINED LOOSE FROM PUMP SKID MANUFACTURER. PUMP CONTROL SEE CIVIL DRAWINGS FOR DETAILS. PANEL TO BE WALL MOUNTED. O 4"X4"X4" TEE (FL) WITH 2" THREADED FLANGED ON TEE BRANCH HINGED ACCESS COVER 5. PREPACKAGED PUMP SKID SHALL BE PLACE OVER TOP SEE NOTE 5, THIS SHEET. O 1" DISCHARGE LINE FROM AR/AV VALVE (SEE NOTE 6, THIS SHEET) OF EXISTING MANHOLE AND TOP OF CONCRETE SLAB. PUMP SKID SHALL HAVE A HINGED ALUMINUM TREAD 6=4O9 O8 4" PIPING (FL), 12" MIN. LENGTH PLATE MANWAY COVER FOR ACCESS INTO WET WELL. 4" FLOW METER 6. DISCHARGE LINE FROM AR/AV VALVE TO BE SCH. 40 PVC 9 AND SLOPED AT 2.0% MIN. INTO WET WELL. 12 10 4" DISMANTLING JOINT OR FLANGED ADAPTOR o OF EX. WET WELL 7. BUILDING CONNECTION TO CONCRETE SLAB PER BUILDING 11 4" PIPING (FL), 20" MIN. LENGTH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION a DETAILS. • 12 VACUUM PRIMING PUMPS (TYP. OF 2; SUPPLIED WITH PUMP SKID) 14 8. 12" MIN. OF SEPARATION TO BE PROVIDED FROM WALLS 7' OPENING FOR 13 PRESSURE GAUGE (TYP. OF 2; SUPPLIED WITH PUMP SKID) TO PIPE JOINTS ON ALL LOCATIONS. 15 16 DOUBLE DOORS 2,EET 14 4"X4"X4" TEE (FL) (SUPPLIED WITH PUMP SKID) (1 7y TSEE HIS NOHTE 15 PENETRATION IN SKID FOR 1" DISCHARGE PIPING FROM AR/AV VALVE 18 B 16 4" PLUG VALVE (FL) (TYP. OF 2; SUPPLIED WITH PUMP SKID) 19 20 4" WAFER CHECK VALVE (FL) (TYP. OF 2; SUPPLIED WITH PUMP SKID) 13 18 PUMP (TYP. OF 2; SUPPLIED WITH PUMP SKID) 118"'X24" 1" COPPER BACKFLOW PREVENTOR, SEE DETAIL, SHEET M-4 1" COPPER BALL VALVE Y," HOSE BIBB 22 CONDUIT CONNECTION POINTS (TYP. OF 4; SUPPLIED WITH PUMP SKID) FAN SCHEDULE VOLUME TOTAL UNIT ID TYPE DRIVE (CFM) EXTERNAL SP FAN RPM MOTOR HP VOLT HZ PHASE DAMPER (IN. WG.) SF-1 PROPELLER DIRECT 884 0.15 1550 Y0 115 60 1 BACKDRAFT DUCTLESS SPLIT HEAT PUMP SYSTEM SCHEDULE INDOOR UNIT OUTDOOR UNIT COOLING TOTAL HEATING TOTAL ELECTRICAL COOLING TOTAL HEATING TOTAL ELECTRICAL COOLING HEATING UNIT ID (BTUH) (BTUH) CHARACTERISTICS TYPE UNIT ID MIN. SEER REFRIG (BTUH) (BTUH) CHARACTERISTICS AMBIENT TEMP AMBIENT TEMP REMARKS (VOLTS/PH/HZ (VOLTS/PH/HZ) (DEG. F) (DEG F) AHU-1 18,000 19,000 208/1/60 WALL MOUNTED ACU-1 18.5 R410A 18,000 19,000 208/1/60 75 60 CONCRETE EQUIPMENT PAD REQUIRED FOR ACU-1 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: YLM DRAWN: YLM CHECKED' CEL PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT GRADE LEVEL PLAN DRAWING I SHEET 16 OF 29 M-2 03 a L0 O I N O N N N i O� 3 C) O O 00 SHEET NOTES: 1. ALL PIPING TO BE 4" DUCTILE IRON (D.I.) WITH PROTECTO 401 UNLESS OTHERWISE NOTED. 2. DOUBLE DOORS TO BE SUPPLIED WITH PREFABRICATED BUILDING. DOUBLE DOORS TO FIT OPENINGS AS SHOWN. 3. FABRICATED 10'X12' BUILDING TO HAVE FAUX BRICK PANELS WITH FLAT ROOF. MANUFACTURER'S FAUX BRICK PANELS TO MATCH BRICK COLOR OF EXISTING BRICK BUILDING ON SITE. 4. PUMP CONTROL PANEL TO BE SUPPLIED AND SHIPPED LOOSE FROM PUMP SKID MANUFACTURER. PUMP CONTROL PANEL TO BE WALL MOUNTED. SEE ARCHITECTURAL 5. PREPACKAGED PUMP SKID SHALL BE PLACE OVER TOP SEE ARCHITECTURAL DRAWINGS FOR ROOF DETAILS. OF EXISTING MANHOLE AND TOP OF CONCRETE SLAB. DRAWINGS FOR PUMP SKID SHALL HAVE A HINGED ALUMINUM TREAD ROOF DETAILS. PLATE MANWAY COVER FOR ACCESS INTO WET WELL. 24"X24" SUPPLY FAN WALL MOUNTED HEAT PUMP SYSTEM PREFABRICATED 12'X16' BUILDING (INDOOR UNIT) SEE NOTE 3, THIS SHEET. 6. DISCHARGE LINE FROM AR/AV VALVE TO BE SCH. 40 PVC AND SLOPED AT 2.0% MIN. INTO WET WELL. DOUBLE DOORS 7. BUILDING CONNECTION TO CONCRETE SLAB PER BUILDING PREFABRICATED 12'X16' BUILDING MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION DOUBLE PUMP CONTROL/RTU PANEL DETAILS. DOORS SEE NOTE 3, THIS SEE NOTE 4, THIS SHEET. Y4" HOSE SHEET. 8. PIPE SUPPORTS SHOWN FOR ILLUSTRATIVE PURPOSES. BIB 9 9 11 REFER TO SPECIFICATION SECTION 15060. AIR GAP DISCHARGE I 10 I 13 9. 12" MIN. OF SEPARATION TO BE PROVIDED FROM WALLS LINE 13 16 TO PIPE JOINTS ON ALL LOCATIONS. ® O 15 7 O I 5 8 li PREPACKAGED PUMP SKID 1 —0 DOUBLE AND HINGED ACCESS COVER SPLASH 2'-0" DOORSA 4" 3 4„ SEE NOTE 5, THIS SHEET. BLOCK 4„ EX. TOP EL. 545.8f 1 —6 0 6 0 o e EX. TOP EL. 545.8t •. ;.. .' a..? yb i ..a FINISHED GRADE FINISHED GRADE"rPI\PE � , a 12 i FINISHED GRADE i�FLOATS E UIPMENT LIST: FOUNDATION a SUPPORTSSEE TO SERVE AS BACKUPQFOUNDATION SEE STRUCTURAL STRUCTURAL , SEE PIPE SLEEVECONTROL FOR WET WELL LEVEL �\ DRAWINGS FOR DETAILS. DRAWINGS FOR DETAILS. DETAIL, SHEET % (TYP.) M-4. TYP. SEE � I MONITORING AND PUMP OPERATION. (�� �� �♦ ,♦/�� NOTE i I (SUPPLIED WITH PUMP SKID). O 4" 90° BEND (FL) WITH BLIND FLANGE 4" SUCTION PIPE (TYP. OF 2) EMERGENCY 4 DI FORCE MAIN TO BE INSTALLED AT THE SAME DEPTH H THIS SHEET. i 1 I 4" SUCTION PIPE (TYP. OF 2) O 4" 90° BEND (MJ), RESTRAINED FLOATS TO SERVE AS BACKUP BYPASS OF EX. PVC FORCE MAIN. CONTROL FOR WET WELL LEVEL 2 CONNECTION CONTRACTOR TO LOCATE AND � I WET WELL LEVEL TRANSDUCER 3 O """ WITH 2" THREADED FLANGED ON TEE BRANCH 4X4X4TEE (FL) MONITORING AND PUMP OPERATION. CONFIRM DEPTH. PIPE SUPPORTS (TYP.) I AND STILLING WELL (SUPPLIED WITH PUMP SKID). An 4*-I SEE NOTE 8, THIS SHEET. I SEE INSTRUMENTATION O 1 DISCHARGE LINE FROM AR/AV VALVE (SEE NOTE 6, THIS SHEET) DRAWINGS FOR DETAIL. PROPOSED 8" DI SAN. SEWER 2 1 EX. WET WELL TO BE O 4" PIPING (FL), 12" MIN. LENGTH TO BE INSTALLED AT EXISTING 17 LREHABILITATED. SEE CIVIL INVERT IN OF 537.39. DRAWINGS FOR DETAILS. O6 4" FLOW METER 15 —0 HWL ALARM EL. 537.3 I HWL ALARM EL. 537.3 O 4" DISMANTLING JOINT OR FLANGED ADAPTOR LAG PUMP START EL. 536.8 17 1 LAG PUMP START EL. 536.8 = LEAD PUMP START EL. 536.3 i 1 LEAD PUMP START EL. 536.3 O8 4" PIPING (FL), 20" MIN. LENGTH O VACUUM PRIMING PUMPS (TYP. OF 2; SUPPLIED WITH PUMP SKID) EX. WET WELL TO BE 1 _21 /6 ° i 4° REHABILITATED. SEE CIVIL I I 10 O SUPPLIED WITH PUMP SKID PRESSURE GAUGE (TYP. OF 2; ) 5 —0 DRAWINGS FOR DETAILS. OF WET WELL 11 4"X4"X4" TEE (FL) (SUPPLIED WITH PUMP SKID) I 12 PENETRATION IN SKID FOR 1" DISCHARGE PIPING FROM AR/AV VALVE ' ALL PUMPS OFF EL. 532.3 �� I 1 %� ALL PUMPS OFF EL. 532.3 13 PUMP (TYP. OF 2; SUPPLIED WITH PUMP SKID) — � LEVEL TRANSDUCER EL. 531.8 4" 1'-6" �� 4„ 6' l 14 CONDUIT CONNECTION POINTS (TYP. OF 4; SUPPLIED WITH PUMP SKID) MIN. BOTTOM EL. 530.8f / � MIN. / � < � MIN.' BOTTOM EL. 530.8f 15 2" PLUG VALVE (THREADED) ♦ \ 1" COMBINATION AIR RELEASE/AIR VACUUM VALVE PROPOSED CONCRETE FILLETS 17 4"X4"X4" TEE (MJ), RESTRAINED SEE DETAIL, SHEET M-4 18 4" PLUG VALVE (MJ), RESTRAINED SECTION A 6SECTION B A M-3 SCALE: 1/2" = 1'-0" M-3 SCALE: 1/2" = 1'-0" N0. DATE BY REVISIONS scALZ ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL HORIZ: N/A VERT.: "/A DATE: MARCH 2O21 DESIGNED: YLM DRAWN: YLM 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 17 OF M-3 MADISON OFFICE PARK PUMP STATION REPLACEMENT Whitman, Requardt & Associates, LLP CHECKED- CEL SECTIONS 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 0 O I CV O CV O T 0 01 3 CV O O w C'4 O O DO d 0 0 CD O 0 Q_ LLI z� Z � vl 0 \I (c) ) / � L �/ DFMO F5 EXISTING / I PU /AiOIN N GRINDER MANHOLE ////IIIIV RELOCATE EX. — 545— GUY WIRES / 6 O ACCESS3ROAD S \ VING b , UTILITY METER \ _ / CT CABINET/ S SERVICE FUSED W Q DISCONNECT SWITCH UTILITY POLE§� ly Yk O L27 ✓ \ / UTILITY POLE WITH / POLE MOUNTED UTILITY TRANSFORMER OkD STATE Rod ROAD p1 / J r.71 F-2]EX. UNDERGROUND SERVICE FROM EXISTING POLE TO BUILDING TO REMAIN UNDISTURBED - �o U WET WELL t\ ELECTRICAL SITE PLAN SCALE: 1 " = 10' REF: A h O � =�0 S� 0 510' 20' SCALE: 1" = 10' Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 \FOR " WIDE PLASTIC ELECTRICAL TAPE, THE FULL LENGTH OF TRENCH APE TO BE IMPRINTED WITH WORD ELECTRIC" AT INTERVALS NOT TO XCEED 5'-0". FINISHED GRADES 20" 1 SCALE: NTS WST LED Catalog Number Architectural Wall Sconce r" e Buy American rT B Hit the Tab %;: :.e to see all interactive elements "e Capable Luminaire This item is an A+ capable Luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTLO controls marked by a Shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityl • This luminaire is part of an A+ Certified solution for ROAMO orXPointna Wireless control networks, providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a background' To learn more about A+, visit www.acuit"vbrands.com/aolus. See ordering tree for details. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam: Link to DTL DLL Specifications Luminaire Height 8-1/2" (21 59 ord Width: 17" (43.18rn) Depth: 10-3//116" Weight: 20lbs (9.1 kg) a Optional Back Box (PBBW) Height: 8.49" (21.56 cm) Width: 17.01" (43.21.) Depth: 1.70" (A32ctn) Poa iff'rRELENT ��D� 9��w II I Optional Back Box (BBW) Height: 4 pat con) Width: 5-1/2" (14.0 cm) Depth: 1-1/2" (3.8 c ) W For 3/4"NPr D side -entry 0 o conduit kfA"ffA#77J1j1= One Lhhonia Way • Conyers, Georgia 3DO12 • Phone: M705-SERV V378) ° wwwAithonia.com WST-LED O 2011-2021 Acuity Brands Lighting, Inc All rights reserved. Rev.03f17/21 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL SCALE: HORIZ: 1 "=10' VERT.: N/A DATE: MARCH 2O21 DESIGNED: SMC DRAWN: SMC CHECKED- RL PROJECT NO.- 46480-023 GENERAL NOTES 1. REFER TO DRAWING E-1 FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 2. REFER TO DRAWING E-4 FOR SINGLE LINE DIAGRAM. 3. ROUTING OF UNDERGROUND CONDUIT TO BE COORDINATED WITH EXISTING AND NEW UTILITIES. REFER TO CIVIL DRAWINGS FOR ALL UNDERGROUND UTILITIES. 4. ALL INSTALLATION OF UTILITY SERVICE EQUIPMENT SHALL BE COORDINATED AND INSTALLED PER THE APPROVAL OF THE UTILITY COMPANY, DOMINION ENERGY. 5. SEE CIVIL DRAWING C-3 FOR THE CONSTRUCTION SEQUENCE. COORDINATE THE TRANSFER OF SERVICE WITH THE UTILITY COMPANY PRIOR TO PERFORMING ANY WORK. SPECIFIC NOTES �1 EXISTING UTILITY SERVICE CABLES TO EXISTING -TO -BE -DEMOLISHED PUMP STATION SHALL BE DEMOLISHED BACK TO SOURCE. REMOVAL OF CABLES TO BE COORDINATED WITH UTILITY COMPANY PRIOR TO PERFORMING ANY WORK. EXISTING UTILITY POLE AND SERVICE CONDUCTORS TO EXISTING BUILDING #500 TO REMAIN UNDISTURBED. ❑3 NEW UTILITY POLE AND UTILITY TRANSFORMER PROVIDED AND INSTALLED BY UTILITY COMPANY. ® NEW SERVICE CABLES TO NEW PUMP STATION CT CABINET PROVIDED AND INSTALLED BY UTILITY COMPANY. ❑5 SERVICE EQUIPMENT TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR PER DETAIL F/E-5. SERVICE EQUIPMENT SHALL BE APPROVED BY UTILITY COMPANY. © (1)-l" DIRECT BURIED CONDUIT FOR GRINDER PUMP FEEDER. REFER TO SINGLE LINE DIAGRAM FOR FEEDER REQUIREMENTS. INSTALL CONDUIT PER DETAIL A/E-2. A+ Capable options indicated by this color background. • • ' EXAMPLE: WST LED P1 40K VF MVOLT DDBTXD WSTLED WST LED P1 1,500 Lumen package 27K 2100K VF visual comiartfitwardthrow MVOLP L 277r Shippedinduded P2 3,DOOLumen package 30K 3DOOK VW Msual comi9rtwkk 120' ': 347' (blank) Surface mourrdng bracket P3 6,000 Lumen package 40K 4000K 2081 48V Shipped separately SOK SOOOK 240' KBW Surface -mounted bad: box' PBBW Premium surface -mounted back boas' NLTMR2 PIR trLIGHTAIRWirelessenabled motion/ambiemsen5ufor8'-15'mouming heightsss' NLTAIR2 PIRH nLIGHT AIR Wireless Enabled motion/amblemsensor for 15'-30'mounting heightsS6' PE Photoelectric col button type PER NEMAtwist lock receptacle only(conims ordered separate)' PER5 Five -wire receptacle only (controls calkned separate)' PERT Seven -wire receptacle only (controls ordered separate)' PIR MotionMmbien[0 htSenwr,8-15'mountin hen htu PIRIFC3V Motion/ambient sensor, 8-15'mounting height, ambient sensor enabled at II& PIRH 180°motion/ambient light sensor,15-30' mounting heights' PIRHIFC3V Motion/amb'lesnsensoy 15-30'moundng height, ambient senxtrenabled at lks' SF Single fuse(T10,277,347VY DF Double fuse(208,240,4W DS DualswlRhing10 DMG 0-10V dimming extend out back of housing for either nal cormil(control ordered separate)" E7WH Emergency battery backup, Ron CEC compliant(7M UK Emergency battery backup, CA Title 20 Noncompliant (cold, 7W)7,1' E7WHR Remote emergency battery backup, CA Tire 20 Noncompliant (remote 7W)7," 1:20WH Emergency battery pack 18W constant power, Certified in CA Title 20 Ill E20WC Emergency battery pack-20°C IN constant power, Carried In CA Title 20 MAEDBSI" E23WHR Remote emergency battery backup, CA Tide 20 Noncompliant (remote 21a7)"x14 ICE Left side conduit embye I RICE Rghtsideconduit emys Shippedseparately Rim heroin bah plate VG Vandal guard's WG Wreguard" ronre DBIXD Black DNAXD Nmuralalummum UNDID White DSW Sandstone DDBTXD Textured darkbrome 0BLB7ID Tenured black DNATXD Textured natural aluminum DWHGXD Texmredwhhe DSSTXD Textured sandstone Accessories NOS 1 m MVOLT driver operates on y line voltage from 120-277V 10 Not available with Emergency options, PE or PER options Orde,edaodshippedseparately (50160 Ha). 11 DMG option cot available with standalone or networked W9V(PBBWDDBB)U Premium B.am. amuodbadbm 2 Single fuse(SF)requires 120V, 27N or 347V. Double fuse sensors/controls. (DF) requires 208V, 240V or 48OV. 12 Battery pack rated for -2U'to 40"C. WSBBw DDmxDU Surface-moumetl bad bm 3 Al so ave i table as a separate accessory, see accessories 13 Comes with PBBW. BBPWDDMU Beeht Wo late P information. 14 Warranty period Is 3-years. 0LL1DF151U Phr[Drell-SSLtwist-loh(17LL277V)o 4 Top conduit army standard. 15 Not BBW. 5 Not available with VG a WG. See PER Table. 16 Musk order with fx[ure; not an accessory. Must order with DLL347F15OaRI Photocell- 55Lrelstlodt(347V)o 6 Reference Motion Sensor table. 17 Requires luminalm to be specified with PER, Peas or PERT DIL48OF15QIL)U Photocell- SSLtwistlock(48MI7 7 Not available with 347/480V. option. See PER Table. 8 Need to specify 120, 2D8, 240 or 277 votage. 9 Photocell ordered and shipped as a separate line item from Acuity Brands Controls Shorting Cep included. Emergency Battery Operation The emergency batter backup is integral to the luminalm—no external homing re uiredl This design roeides reliable emergency operation while maintaining the aesthetics of the product. rg ry Y P 9 9 9 9 P rg cy Pa n9 All emergency backup configurations include an independent secondary driver with an integral relay to immediately debt[ AC power loss, meeting interpretations of NFPA 70/NEC 20M-700.16 The emergency battery will power the Iumimim for a minimum duration of 90 minutes (maximum duration of throe houra) from the time supply power is lost, per International Runm',7g Coda Ser-inn 100b and NFPA 10'i Ln.- ... s� 7.9, provided luminaires are mounted Man appropriate height and illuminate an open space with no major obstructions. The examples below show I I luminanm of 1 k overage and 0.1 k minimum of the I'll power package and VF distribution produce in emergency node. 8'MH 12' 8'MH 12'MH m 10 z1D'Gddlines 8 and 12' Mounting Height tokave. ,.. a at« ram. olft WST LED P1 27K VF MVOLT E7N71 WST LED P2 40K VF MVOLT E20W H ', 1JMVJV/A COMMERCIAL OUTDOOR One Lhhonia Way • Conyers, Georgia 30012 • Phone: M705-SERV V378) ° wwwAithonia.com WST-LED L/GNT/N!s O 2011-2021 Acuity Brands L ghting, Inc All rights reserved. Rev.03f17/21 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT ELECTRICAL SITE PLAN DRAWING SHEET On OF E-2 29 Ire 0 w r7 CV O O co d co 0 N O 0 INCOMING UTILITY SERVICE FROM POLE MOUNTED TRANSFORMERS (480/277V,30, 4W) �2 �3 UTILITY M m ® (7 �5 PANEL PP 225A, 480V/277V, 3 PHASE, 4W + G, 22,000 AIC, NEMA 3R r - b 80 L__ no PUMP CONTROL 3 PANEL '715 PUMP NO.1 P-1 (FUTURE 40HP) UTILITY COMPANY 1❑ PRIMARY FEEDER 2 3 NY15 PUMP NO.2 P-2 (FUTURE 40HP) UTILITY POLE WITH POLE MOUNTED UTILITY TRANSFORMER CT CABINET�3 OFF 200 ME 5 GENERATOR �7 CONNECTION RECEPTACLE BY OWNER G PORTABLE GENERATOR SERVICE ENTRANCE RATED DOUBLE THROW FUSED DISCONNECT SWITCH, 200A, XXX WCR NEMA 4X ENCLOSURE 30 20 GRINDER CONTROL Q 15KVA PANEL TRANSFORMER, Yl 48OV-208/12OV, 30, 4 WIRE 30 3P I `/ 3P 5 DD PANEL Im LP 5 UNIT HEATER GRINDER UH-1 5❑ (5KW) PUMP SKID SINGLE LINE DIAGRAM E-4 NOT TO SCALE REF: 5 5 PV 20 5 SPD 30 3 LIGHTING FIXTURE SCHEDULE FD(TURE LAMPS MAUNFACTURER AND DESCRIPTION MOUNTING VOLTS REMARKS TYPE NO. WATTS TYPE CATALOG NUMBER LED INDUSTRIAL, ENCLOSED AND LITHONIA LIGHTING AA4' GAS KETED, LIGHTING FD(TURE, ACRYLIC PENDANT FROSTE LENS, MEDIUM DISTRIBUTION, 8'-0" 1 69 LED FEM-L48-8000LM-LPAFL- 120 8000 LUMENS, 4000K, 90 CRI MVOLT-40K-90CRI LED WALL MOUNTED SCONCE LIGHTING FD(TURE, WET LOCATION DIE-CAST LITHONIA LIGHTING AB ALUMINUM HOUSING, DARK BRONZE WALL 1 11 LED WST LED-P1-40K- 120 PROVIDE INTEGRAL PHOTOCELL AND FINISH, WIDE THROW DISTRIBUTION, 8, 0„ VW-120-PE-PIR-DDBXD MOTION SENSOR, UON. 1659 LUMENS, 4000K, 70 CRI LED EMERGENCY, ENCLOSED AND LIGHTING FD(TURE, AGASKETED, POLYCARBONATE CLEAR HOUSING WALL 1 20 LED LITHONIA LIGHTING 120 7, 6„ INDX654 LP05VS-PREM LENS, NICKEL-CADIUM BATTERY, SELF DIAGNOSTIC, NEMA 4X ENCLOSURE FA PANEL -PPE VOLTAGE: 480/277 PHASES: 3-PH, 4-W + G KAIC: 22 MAINS: 200A MCB BUS RATING: NEUTRAL BUS RATING: MOUNTING: FED FROM: 225 225 SURFACE SERVICE DISCONNECT NEMA ENCLOSURE TYPE: LOCATION: ACCESSORIES: 1 PUMP STATION HOUSE KVA BREAKER CODE ROOM # - LOAD DESCRIPTION POLE POLE ROOM # - LOAD DESCRIPTION CODE BREAKER KVA POLE TRIP POLE TRIP 7.5 3 80 M PUMP CONTROL PANEL (PUMPS P-1 & P-2) 1 2 UNIT HEATER UH-1 H 3 20 1.7 7.5 M 3 4 H 1.7 7.5 M 5 6 H 1.7 2.0 3 20 M GRINDER 7 8 SPARE 3 20 2.0 M 9 10 2.0 M 11 12 0.03 3 20 K POWER MONITOR 13 14 SPACE 3 0.03 K 15 16 0.03 K 17 18 0.03 3 30 K SPD 19 20 SPACE 3 0.03 K 21 22 0.03 K 23 24 3 - SPACE 25 26 SPACE 3 27 28 29 30 3 SPACE 31 32 SPACE 3 33 34 35 36 3 SPACE 37 38 XFMRT(PNLLP) H 3 50 5.0 39 40 H 5.0 41 42 H 5.0 CODE DESCRIPTION: CONNECTED LOAD KVA: L = LIGHTING 0.0 R = RECEPTS 0.0 M = MOTORS 28.5 H = HEATING 20.0 K = MISC LOAD 0.2 48.7 * DEMAND VALUES ARE BASED ON THE LATEST NEC - ARTICLE 220 ENCLOSURE DIMENSIONS: *DEMAND: 0.0 0.0 28.5 20.0 0.1 48.6 PHASE SUMMARY: A -PHASE: B-PHASE: C-PHASE: THREE-PHASE: 25% FUTURE GROWTH: TOTAL CONNECTED LOAD: MAIN BUS SIZING @125% CONNECTED LOAD: TOP FED / BOTTOM FED: DOOR -IN -DOOR COVER: KVA 16.2 16.2 16.2 48.7 12.2 60.8 76.0 - AMPS 58.5 58.5 58.5 58.5 14.6 73.2 73.2Ifl PANEL -LP VOLTAGE: 208/120 BUS RATING: 100 NEMA ENCLOSURE TYPE: 1 PHASES: 3-PH, 4-W + G NEUTRAL BUS RATING: 100 LOCATION: PUMP STATION HOUSE KAIC: 10 MOUNTING: SURFACE ACCESSORIES: MAINS: 50A MCB FED FROM: PANEL PP VIA XFMR T BREAKER BREAKER KVA CODE ROOM # - LOAD DESCRIPTION POLE POLE ROOM # - LOAD DESCRIPTION CODE KVA POLE TRIP POLEI TRIP 0.1 1 20 L EXTERIOR LIGHTING 1 2 SUPPLY FAN SF-1 M 1 15 0.7 0.3 1 20 L INTERIOR LIGHTING 3 4 RTU POWER INSIDE PUMP CP M 1 20 1.9 0.7 1 20 R INTERIOR RECEPTACLES 5 6 CONTROLS INSIDE PUMP CP M 1 20 1.9 1.1 M 7 8 SPARE 1 20 2 25 SPLIT HEAT PUMP SYSTEM 1.1 M 9 10 SPARE 1 20 1 20 SPARE 11 12 ISPARE 1 20 1 SPACE 13 14 SPACE 1 1 SPACE 15 16 SPACE 1 1 SPACE 17 18 SPACE 1 1 SPACE 19 20 SPACE 1 1 SPACE 21 22 SPACE 1 1 SPACE 23 24 SPACE 1 CODE DESCRIPTION: CONNECTED LOAD KVA: *DEMAND: PHASE SUMMARY: KVA AMPS L = LIGHTING 0.5 0.5 A -PHASE: 1.9 15.8 R = RECEPTS 0.7 0.7 B-PHASE: 3.3 27.3 M = MOTORS 6.6 6.6 C-PHASE: 2.6 21.8 H = HEATING 0.0 0.0 THREE-PHASE: 7.8 21.6 K = MISC LOAD 0.0 0.0 25% FUTURE GROWTH: 1.9 5.4 7.8 7.8 TOTAL CONNECTED LOAD: 9.7 27.0 * DEMAND VALUES ARE BASED ON THE LATEST NEC -ARTICLE 220 MAIN BUS SIZING @125% CONNECTED LOAD: 12.2 33.8 ENCLOSURE DIMENSIONS: TOP FED / BOTTOM FED: - DOOR -IN -DOOR COVER: Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL SCALE: HORIZ: N/A VERT.: N/A DATE: MARCH 2O21 DESIGNED: SMC DRAWN: SMC CHECKED- RL PROJECT NO.- 46480-023 GENERAL NOTES 1. SEE DRAWING E-1 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. ALL SINGLE LINE DIAGRAM CIRCUIT BREAKERS ARE 3P UON. 3. COORDINATE WITH UTILITY COMPANY FOR ALL WORK RELATED TO ELECTRICAL SERVICE. SPECIFIC NOTES �1 EXISTING SERVICE TO EXISTING PUMP STATION TO BE REMOVED BACK TO EXISTING SOURCE. NEW SERVICE TO PUMP STATION SHALL BE COORDINATED WITHE THE UTILITY COMPANY. �2 UTILITY COMPANY WILL PROVIDE INTERNAL SOCKET ASSEMBLY. �3 SEE DETAIL F ON DRAWING E-5 FOR CT AND METER CABINET REQUIREMENTS. ® CONDUITS SHALL BE INSTALLED BY CONTRACTOR AND UTILITY TRANSFORMER SECONDARY FEEDER PROVIDED AND INSTALLED BY THE UTILITY COMPANY. BONDING JUMPER ROUTED IN RACEWAY FROM CT CABINET TO SERVICE DISCONNECT TO BE PROVIDED AND INSTALLED BY CONTRACTOR PER THE UTILITY COMPANY AND THE NEC REQUIREMENTS. REFER TO PANEL SCHEDULE THIS SHEET FOR ADDITIONAL REQUIREMENTS. © PANEL PP IS SIZED FOR THE FUTURE INSTALLATION OF 40HP PUMPS. PUMP LOADS INDICATED IN THE PANEL SCHEDULE FOR PUMPS P-1 AND P-2 ARE BASED ON 40HP MOTORS. �7 PORTABLE GENERATOR CONNECTOR SHALL BE PROVIDED BY THE OWNER. PROVIDE NEMA 4X JUNCTION BOX AND CURL UP CABLES FOR FINAL CONNECTION. COORDINATE WITH OWNER. FEEDER SCHEDULE O1 OVERHEAD UTILITY COMPANY CABLES BY UTILITY COMPANY. ( 4#3/0, 1 #6G IN 2"C O3 3#10, 1#10G IN 1"C O4 3#8, 1#10G IN 1 1/4"C O5 3#12, 1#12G IN 3/4"C O6 4#6, 1 #10G IN 1 1 /4"C O 4#3/0, 1#6G AND 1#2 BONDING JUMPER IN 2"C O8 3#6, 1 #10G, IN 1 "C ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT SINGLE LINE DIAGRAM AND SCHEDULES DRAWING I SHEET 22 OF 29 E-4 r�