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HomeMy WebLinkAboutSDP198000053 Plan - Revision 2021-03-25ALBEMARLE 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 a CV N O CV CV i O 3 r7 0 n STANDING SEAM METAL ROOF 12 COLOR TO MATCH EXISTING 6 1 PUMP STATION METAL ROOF LCD LIGHT FIXTURE ��6983 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 TO MATCH EXISTING f CONCRETE RO( MANU CONCRETE SPLASHBLOCK 3 NORTH ELEVATION A-3 SCALE: 3/8" = 1'-0" REF: A-1 CONCRETE ROOF BY BLDG MANUF (BEYOND) 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 TO MATCH EXISTING PUMP STATION METAL ROOF 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 rTAklMiun rreu urTu nnnr i L2 i i i 2 SOUTH ELEVATION A-3 SCALE: 3/8" = 1'-O" REF: A-1 LCD LIGHT FIXTURE 6983 LUMENS SEE ELECTRICAL E-4 4 WEST ELEVATION A-3 SCALE: 3/8" = 1'-0" REF: A-1 FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL lllul"�yL11[iL�9aL1�:iiZ�1y )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 168 SPOTNAP ROAD 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 pno SEAML AND 2 1/2" RIGI W/MANUF FIBER ON3X3W a 04 N i N 0 CV CV i O n STANDING SEAM METAL ROOF COLOR TO MATCH EXISTING nl 111n nTAYln\I llr Al nnnr 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. .\ 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 /x\ 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 MA 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 Ci) I (V CD CV Ii CV L 01 3 CV 0 0 w CV O O DO d CD 0 C-) far) (V 0 0 LLI 0-rtz -zz�cQQO ) Z � U 0 \I '�D-' Q F-2]EX. UNDERGROUND Q SERVICE FROM EXISTING WET WELL POLE TO BUILDING TO REMAIN UNDISTURBED PUMP STATION \ / 6 Oc-) O DEMO L5 EXISTING/ fill I \ U PUM 7AiON GRINDER IN MANHOLE XX//��IIIII\ RELOCATE EX. — 545— GUY WIRES / 6 // O /a<\ \ / / ACCESS3ROAD S � � VING UTILITY METER 5 � _ . _... � \ _ / CT CABINET/ S SERVICE FUSED W Q DISCONNECT SWITCH / \ / / EX. UTILITY P\✓r6 Ul J \ / UTILITY POLE WITH / POLE MOUNTED UTILITY TRANSFORMER Okp Nib STATE ROU ROAD p1 i J r.71 ELECTRICAL SITE PLAN SCALE: 1 " = 1 Of REF: S \ 0 51Or 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 TWH LED Catalog Number LED Wall Luminaire �7Name ligliting I I T B facts W a Day, or mouse over the page W see all interactive elemental li Capable Luminaire This item is an A+ capable luminaire, which has been Specifications designed and tested to provide consistent color 6-1/4" appearance and system -level interoperability. Width: 1? 3 cm) • All configurations of this luminaire meet the Acuity 15-3/4" Brands' specification for chromatic consistency Height:9c m) ry — • This luminaire is A+ Certified when ordered with DTL® Depth: 81, controls marked by a shaded background. DTL DLL i,m) equipped luminaires meet the A+ specification for Weight: 28lbs luminaire to photocontrol interoperabilityl (127l W D e This luminaire is part of an A+ Certified solution for ROAM® orXPointTM Wireless control networks, providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order A+GDableoptions indicated of one ROAM node per luminaire. Sold Separately: bylMsm)«background. Link to Roam; Link to DTL DLL • p p p EXAMPLE: TWH LED 30C 1000 50K T3M MVOLT DDBXD TWH LED II II II 1DC 10LED6 (one engine) 20C 20 LEDs (two engines) 30C 30 LEDs (one engine) NO 1000mA (1 A) 50K 5000K BM Typelll Medium MVOLT, Shipped installed PER NEMA Pe i2082 receptacle only (no col 1201 2402 2771 PE P otce Link , button type' 347 as 48OW Shipped installed SF Angle fuse(120,277,347V)1 DF Double fuse(208,240,49l TP Tamperpmofsaews NOM NOMCented ELSW Eln cy battery backup (sNfrddaard 0°C7, non (EC compiianc ELCW Flrle cy battery backup (cold weatlKr-20`C), non CEC compiialK'" Stock configurations are offered for shorter lead times: r Accessories IOrdered and shipped separate'µ Stock Part Number Cl Codes DLL127Fl5al Phsmml-uttwln-lad(120-2771 i N134]15QILlU Phsmall-SSltwist-Lod (34)Vls TWHIC1 ED1000040KT3MM TWHLEDlOC40K •23SG gVOLTDDE10 DLLW 13CDL)U Photsall-SSLtwio-ladorial ° TWHLED20C100040KT3MMV0LTDDBXD TWH LED 20C 40K '23SG4M 115WAKU shomngaap' TWHLED30C10o040KT3MMVOLTDDB%D TWH LED30C40K 's235G4T Tsiol Vandal grow aaessory10 TWH LED 1DC 100050KT31i fill LT DDBXD TWH LED 1OC 50K '217PLV Mitsui Mnguawaaeeary1° TWH LED 20C 1000 SM T3M MVO LT DDBXD TWH LED 20C 50K '217PLW fix rmeeased trusts, *it M and Miles adne. TWH LED 3OC 1000 50K T3M MVO IT DDBXD TWH LED 30C SOK '217PLX fZ17W,0/1///� One Lithone Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • anneviOhonia.com lJGN77NG. 02012-2018 Acuity Brands Lighting, Inc. All rights reserved. FINAL SUBMITTAL SITE PLAN AND ARB APPROVAL DDBXD Dark bronze Di fill Dli Natural aluminum DWW Whee DDBTXD Tanned dark bronze DBLBXD Textured black DNAiXO Tamlred natu- ral aluminum DWHGXD Textural NOTES 1 MOLT driver opperates on any line voltage from 120-277V (50/60 Ha). 2 Single fuse (SF) requiresai'277 or 347 oltage option. Double fuse (DF) requites 208, 240 or 480 voltage option. 3 Not available with IOC option. 4 Not available with PE option. 5 Not available with 30c, 347,480, PER a SPD. 6 Cannot be used in California. Not qualified under GEC T20 requirements. 7 VG and WG options canna be imbued together. Also available as a separate accessory; see Accessories information at left. 8 Requires luminaire tobe specified with PER peon. Ordered and shipped as a separate ne item. 9 Included when ordering PER. 10 Requires field modification (only when ordered as a separate accessary). TWH LED Cksaic Ray. 4/12/18 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. Lumen Output Lumen Ambient Temperature (LAT) Multipliers Lumen values are ban photometrictiots performed in accordance with IESNA IME". Data is considered to be representative Use these factors to determine relative lumen output for average ambient temperatures of the configurations shown, within the tolerances allowed by Lighting Facts. contact factor/ for performance data on any from 040°c 132-104l configurations not shown here. 1a two 10C10l 39W T3M 3,377 0 3 3 87 3,398 0 3 3 87 n01�) 20( 1000 20C 1qq--K 72W T3M 6,983 1 3 4 97 7,027 1 3 4 97 D0 Hos) 11100 30C10W—K 104W 13M 8,375 1 3 5 81 8p27 1 3 5 81 p01®4 Projected LED Lumen Maintenance Electrical Load ibis relerences the a#repoland performance projections far the TWH LED 30C 1000 platform in a 25°C amMem, based on 10,000 hours of LED testing (tested per IESNA LM. 811 and projected per IESNA TM-21-11). Am Oicnt Ld _.. $Iplirt 0 ®® To calculate DUEuse the lumen maintenance factor that corresponds to the desiremb d nuer 120 208 240 277 347 480 of operating hours below For other lumen maintenance values, contact factory. I IDC 1 1000 1 39W J 0.361 0.21 0.18 0.16 - - ® o zs,000 50,000 100,000 20C 1000 72W 0.67 0.38 033 0.29 033 0.17 3oc 1000 loaw 10.96 0.56 0.48 0,42 033 024 1.00 0.97 093 0,87 Options and Accessories , I VG -Vandal guard WG - Wire guard To She wmplere photometric reports or downbed.as files for this product, visit Lithonia L'ghting's TWP LID homepage. Tested in accordance with IESNA LM-79 and Lli standards LEGEND 1WH LED 1 DC 100040K T3M MVOLT Mourring height -lot TWH LED 2DC 100040Ktrial MVOLT Mounting height -10' PAH LE D 30C 100040K T3M MVOLT MoahBng height -10' ■ 0.8 k ■1.Ok 2.0 kIPMM IF fLIYWXYPVIA One Lithone Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • anneviOhonia.com !.AW107J11= 02012-2018 Acuity Brands Lighting, Inc. All rights reserved. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT ELECTRICAL SITE PLAN TWH LED Classic Ray. 4/12/18 DRAWING SHEET nn OF E-2 29 Irl