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SDP198000053 Letter of Revision 2020-04-20
O N O N O O I 0 cD N O O 00 0 0 Q U N 0 I 0 00 ALBEMARLE COUNTY SERVICE AUTHORITY MADISON OFFICE PARK PUMP STATION REPLACEMENT GENERAL INFORMATION 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 TAX MAP PARCEL: 76C-3-A PARCEL AREA: 0.76 ACRES LIMITS OF DISTURBANCE (LOD) AREA: 5,987 SF (0.14 AC) EXISTING IMPERVIOUS AREA: 1,434 SF (0.03 AC) WITHIN LOD AREA PROPOSED IMPERVIOUS AREA: 2,130 SF (0.05 AC) WITHIN LOD AREA NO. I DATE I BY REVISIONS ACSA PROJECT NO.0 2016 M02 VICINITY MAP SCALE: 1"= 500' JANUARY 2020 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N LA - DATE: JAN 2020 DESIGNED: YLM DRAWN: YLM CHECKED- CEL PROJECT NO.- 46480-023 SHEET INDEX 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 SHEET 1 OF �, G-1 p 14 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. LMIL1[111k0to] ► FTAIMIIATITAI[1]16`I.yi[1PITIIE1101ll:11[f]10ll:1NoKel11aIILoll] C1TAgo 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). NO. I DATE I BY I REVISIONS 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 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT 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. 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 NOTE: TH # 1 IS PT # 19140037 TH #2 IS PT #19140044 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION 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 CENTER LINE t 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 UD UNDER DRAIN IRR IRRIGATION LINE UGE UNDERGROUND ELECTRIC JT LF JOINT LINEAR FOOT (FEET) UON 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 _PFE = 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 = GUARDRAIL SEWER LINE ------------------ = STORM DRAINAGE LINE OVERHEAD UTILITY 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 ~_ 1 0' VERT.: NIA DATE. JAN 2020 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 O STRAW BALE BARRIER SF SILT FENCE SF SF STORM DRAIN INLET IP PROTECTION CULVERT INLET _ ciP PROTECTION 0 TP TREE PROTECTION TIP TIP TEMPORARY SEEDING Ts PERMANENT SEEDING Ps CD CHECK DAM UK/ 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 2 OF C-1 29 P� CL Ln N i 0 N 0 N 0 N 0 0 U N 0 0 00 0 0 Q U i N 0 0 00 (0 z EXISTING PUMP STATION SITE o PLAN VIEW I I SCALE: 1"=10' �Uj C w ,, C) EX. PUMP STATION TO BE PARTI Y DEM LISH SEE DEMOLITION NOTES AN C �TRUCTIO - � Ln Q � � � � SEQU E,�FHIS � / Ln 00 �/ �/ Q EX. YARD HYDRANT EOVED. / o HEET. � f U � �' ; SEE SHEETS OTE 3, � o ° �/ �IMBE' pEX. WATER M ER BOX AND X., LANDSCAPE RS� / 00 o CD o , - ; WATERLINE TO BE RELOCATED. AROUND B ILDING TO BE/ o \ /,' Co SEE SHEET NOTE 3, THIS SHEET. SAF REMOVED' ' DISPOSED. C-V � EX. EMERGENCY PUMP // � l CONNECTION TO BE REMOVED. ° 40 LF, VC SEWED SEE SHEET NOTE 3, THIS SHEET. LATE .0% MJCSLOP�)/ / / ATE LIMITS OFJ EX. 4" FORCE MAIN T BE CUT AND REMOVED. _ D� E I CONCRETE o S SEE SHEET NOT 3 AND 4, THIS SHEET. i" p0 S/ / MENT (TO B I O ' - �' ' ® E FLD / NOUY .)/ I ED BY CONTRACTOR �� �' \ 1 EA. - 4" BEND (90') ) s S,' 4 6 5668.63 0 �// / / / sz S 8 LF - 4" [FORCE MAIN / U EMERGENCY BYPASS CONNEION / / / / // EX. P R11t< LINE 9 M� JOINTS TO BE RESTRAINED.' SEE ,FOR EMERGENCY BYP�S-�WILS;��-- a / � EX. PROPERTY LINE w �pD you LOD CE SAF / / 00 TH S 2, �Q 4RANCE CULVE v S \ R/W \\ ' i �/ � � / s EX. 8" SAN. SEWER 001 F w - U� / / 1 - 8 PIPE SLEEVE s `oo TH-1 J �/ 3905887.69 d/ % 6/ �/ -H(. FARCE MAIN �� oo F w -� - - - / 1475726.04 s AD \®� \ ��� / / 2 LF - 8" DI SAN. SEWER �/ -EX� WATER-MAIPI- _ ,� /� TO BE REPLACED IN PLACE N � � � _ " �� �r�✓ AND E SLOPE AS 007 N 3905886.63_ / _ �i i / / J STING SEWER. 007 �- J ° E�'I 147�5664�7j � 007 > � � 1 EA. - END (11.25 _ — � / , "J/ / �� � 3905894. N 3905888. _ _ - n E 1147566 9� - " _ " ( �/ /\ "I 114757 \ 0 yS — '\ N-3905889.76/ / E 11475672.37 �i / , 1 - 4 DIA:. M 007 DETAIL, r�l i i e _L — Q � 4 EX. 4 SERIVCE LATERAL CO i E 11475699 i Q p905g91 �g� D< t� J TO BE REMOVED, PLUGGED, AND EX. 5' DIA. WET WELL _ SEALED WATERTIGHT 15 IN DEPTH 'E11475674.86 / 5LF-8"DI E ' �� TO BE REPLACE (EX. INV. IN. 540.14) ( ) - — - 4" DI FORCE MAIN / � SAT SAME SLOPE XI o EX. 4" DISCHARGE PIPE Uj SEWER (INV. 5 .39) TO BE REMOVED — — _ _ , , / CC SEE NOTE 4, THIS SHEET PIPE SUPPORTS TO BE DEMOLITION NOTES AND �� / / PROTE `EXISTING P POLE-,�EE�ELECTRICAL � �S REMOVED (TYP.) i YJ / FOR�W POLE AND OWER LINES.Q CONSTRUCTION SEQUENCE PHASE I EX. 8" SAN. SEWER ��Q ° � TO BE REPLACED WITH THE FOLLOWING IS A SUGGESTED SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL <� " SUBMIT A DETAILED SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE ACSA �� / NEW 8 DIP AND ENGINEER. THIS WORK SHALL BE PERFORMED DURING WEEKEND HOURS FROM FRIDAY O9 — / PLUGGED AND AT 6PM TO MONDAY AT 7AM TO MINIMIZE FLOWS FOR PUMP AND HAUL OPERATIONS. �� / SEALED WATERTIGHT ol r o i •J / EX. 4 SUCTION PIPE PHASE 1 OF CONSTRUCTION CONSIST OF THE INSTALLATION OF THE 4 DIA. MANHOLE, 8 C/ �/o SAN. SEWER, 6" LATERAL, EMERGENCY BYPASS CONNECTION, 4" PLUG VALVE, 4" FORCE / TO BE REMOVED MAIN AND PARTIAL DEMOLITION OF THE EXISTING PUMP STATION. THIS PHASE OF A / CONSTRUCTION ESTABLISHES A CONNECTION FOR BYPASS PUMPING DURING THE ENTIRE U/0 CONSTRUCTION LENGTH FOR THE REPLACEMENT PUMP STATION (PHASE 2 OF 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 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 SHCEDULED OVER TWO WEEKENDS, THE INSTALLATION OF THE COORDINATE WITH THE ACSA REMOVAL OF ANY ITEMS TO BE SALVAGED PRIOR TO DEMOLITION. 4' DIA. MANHOLE, 8" SAN. SEWER, AND 6" LATERAL SHALL BE PERFORMED FIRST. 4. CONTRACTOR TO INSTALLED CONSTRUCTION ENTRANCE, ENTRANCE CULVERT, SILT FENCE, TREE PROCTECTION, CONSTRUCTION PHASE 1: AND SAFETY FENCE AS SHOWN. 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, PUMP STATION WITH THE ACSA FOR INSTALLATION OF THE 4' DIA. MANHOLE, 8" SAN. 8" SAN. SEWER, AND 6" LATERAL AS SHOWN ON PLANS. AS -BUILT INFORMATION DEPICTS APPROXIMATELY SEWER, 6" LATERAL, EMERGENCY BYPASS CONNECTION, 4" PLUG VALVE, 4" FORCE MAIN 25' OF CONCRETE ENCASEMENET ALONG EXISTING 8" PIPE UNDER CREEK BED. CONTRACTOR TO REMOVE AND PARTIAL DEMOLITION OF THE EXISITING PUMP STATION. ACSA TO NOTIFY ADJACENT CONCRETE ENCASEMENT. (IF THIS IS THE ONLY WORK SCHEDULED OVER THE WEEKEND, INSTALLATION OF 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 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 6. CONTRACTOR TO INSTALL EMERGENCY BYPASS CONNECTION, 4" PLUG VALVE, AND 4" FORCE MAIN AS SHOWN DISCHARGED AT AN APPROVED LOCATION BY THE ACSA. CONTRACTOR TO COORDINATE LOCATION OF SUCTION AND DISCHARGE MANHOLES WITH THE ACSA DURING REVIEW AND ON PLANS. CONTRACTOR TO INSTALL 4" PIPING UNDERNEATH FOUNDATION SLAB AND STUB OUT TO GRADE APPROVAL OF THIS CONSTRUCTION SEQUENCE. (SEE MECHANICAL SHEETS FOR PIPING LOCATION THROUGH FOUNDATION SLAB). NO. DATE I BY I REVISIONS _ Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 0 5' 10' 2 0' v J SCALE: 1 " = 10' 7. UPON TESTING AND APPROVAL OF INSTALLED ITEMS BY THE ACSA AND ENGINEER, CONTRACTOR TO COMMENCE PARTIAL DEMOLITION OF EXISTING PUMP STATION AND SITE ITEMS. 8. REFER TO EXISTING PUMP STATION SECTION (THIS SHEET) FOR ITEMS TO BE REMOVED. DISCHARGE PIPING SHALL BE CUT AT WALL AND PLUGGED FOR A WATERTIGHT SEAL. 9. ONCE ALL ITEMS ARE REMOVED FROM THE EXISTING STATION AND SITE, CONTRACTOR TO SET UP BYPASS PUMPS ADJACENT TO NEW MANHOLE, INSTALL SUCTION PIPING IN NEW MANHOLE, ENSURE NEW 4-IN PLUG VALVE IS CLOSED, AND CONNECT BYPASS PUMPS TO NEW EMERGENCY BYPASS PIPING. 10. PUMP AND HAUL OPERATIONS SHALL TERMINATE ONCE BYPASS PUMP OPERATIONS ARE IN PLACE. BYPASS PUMPING OPERATIONS SHALL BE CONTINUOUS FOR THE ENTIRE CONSTRUCTION LENGTH, TESTING, AND ACCEPTANCE (BY THE ACSA) OF THE NEW PUMP STATION. REVISED 60%SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: 1 "=10' VERT.: N f A DATE: JAN 2020 DESIGNED: YLM DRAWN: YLM 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. 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. 8'X8' BUILDING AND ROOF TO BE REMOVED EX. PUMP (TYP. OF 2) ON SKID TO BE REMOVED EX. SKID PLATE EX. BUILDING SLAB (TYP.) TO BE REMOVED TO BE REMOVED /-EX. GROUND EXISTING PUMP STATION SECTION N.T,S, ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT EROSION AND SEDIMENT CONTROL AND DEMOLITION PLAN PHASE 1 EX. WET WELL FILLETS TO BE REMOVED DRAWING SHEET 3 OF C-2 29 p Al"ll 0 N 0 N C 0 0 U r� N 0 0 00 0 0 Q U N 0 0 00 I �� (0 ® I z EXISTING PUMP STATION SITE o PLAN VIEW I I - SCALE: 1"=10' - C� U) CD o w �, 00 P\' o Ln ^o Ln 00 ` cv \ i 0 0 LO I INSTALL GRINDER IN 4 DIA. MANHOLE I ) / 0 � CD Z I / EX. WET WELL TO BE REHABILITATED. SAF ll^^ �y� ® SEE DEMOLITION NOTES AND CONSTRUCTION SEQUENCE, THIS SHEET. . , A\\ � . , � � � NEW PUMP STATION, SEE SHEET C-4 In TP ' �' Q Ov P 0 0 z , , SAF U .1 EA. -SOUTHERN MiQOLIA CL L f • • � llllii�� • llll� � • • � � �L►'y . , e � 61LOD �� • YY�� • � • • � � � \ %� , III ` � PENN SEWER 8" SAN EX . . 6 _ooF --- --EX. �6kEAMAIN OD LL- ®� i �/ -EX-" WE"(10 007 CDA�PI- � � SF BIR TREE (TYP.)007 007 PROTECT EXIS0Nf-POOR/ G 007 — �POLE� SE E T 'J, \ _ ` — — R�NG�FC'R-N OLE- / � � � EX. PROPERTY LANE ��A IF OWER NES. / Q - --- _ — C/ Q i �� ,� ° � C/) o 00 � O - �b ° m v DEMOLITION NOTES AND _ _ _ "� '�D a J CONSTRUCTION SEQUENCE PHASE 2 <^� THE FOLLOWING IS A SUGGESTED SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A DETAILED ` 0 9 SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL BY THE ACSA AND ENGINEER. 0 1. UPON COMPLETION OF PHASE 1 CONSTRUCTION, COMMENCE REHABILITATION OF THE EXISTING WET WELL. �/o / 2. REFER TO EXISTING PUMP STATION SECTION (THIS SHEET) FOR REHABILITATION DETAILS. 0 o 3. UPON COMPLETION AND APPROVAL OF REHABILITATION WORK, CONTRACTOR TO COMMENCE CONSTRUCTION o OF FOUNDATION SLAB, PACKAGED PUMP SKID, AND PUMP STATION BUILDING. 4. 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. 5. ONCE NEW PUMP STATION IS COMPLETE, CONTRACTOR TO PERFORM TESTING OF PUMP STATION. 6. 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. 7. CONTRACTOR TO INSTALL GRINDER WITHIN NEW MANHOLE PER DETAIL ON SHEET C-5. 8. 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. NO. DATE I BY I REVISIONS _ Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 REVISED 60%SUBMITTAL NOT TO BE USED FOR CONSTRUCTION 0 5' 10' 2 0' SCALE: 1 " = 10' SCALE: HORIZ: 1 "=10' VERT.: N LA - DATE: JAN 2020 DESIGNED: YLM DRAWN: YLM 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. � OF EX. WET WELL EX. TOP EL. 545.8t EX. BUILDING SLAB (TYP.) TO BE REMOVED �EX. GROUND �.. �. I ce IX. 4" SERNCE LATERAL IX. WET WELL TO BE TO BE REMOVED, PLUGGED, AND CLEAN AND COATED WITH SEALED WATERTIGHT RAVEN 450 OR SPRAYROQ (EX. INV. IN. 540.14) AS SPECIFIED. IX. 4" DISCHARGE PIPETO � SEE NOTE 4,BTHISESHEEf7--� MOVED) `EX. 5' DIA. WET WELL EXISTING PUMP STATION SECTION N.T,S, ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT EROSION AND SEDIMENT CONTROL AND DEMOLITION PLAN PHASE 2 EX. 8" SAN. SEWER TO BE REPLACED IN PLACE AT EX. SLOPE WITH NEW 8" DIP (INV. IN 537.39) NEW FILLETS (TYP.) SEE MECHANICAL DRAWINGS FOR DETAIL DRAWING SHEET 4 OF C-3 29 p 0 N 0 N C 0 i 0 U r� N 0 0 00 / 0 0 Q U N 0 I 0 00 / p (0 C/) L-L I CDQQ 62 �` I � o0 Ln o � \o / d- � EX. P BUILDING / LO 00 q WI, . 5 DIA. WET WELL / 1 0 LO I BUILDING CORNER / O N 3905905.62 CD I I �4: l\-) /I ' 11- (O C/ E 11475688.02 Z I �0' o', o 12'X16' PREFABRICATED PUMP I �' STATION BUILDING � N FINISHED FLOOR ELEV. 545.8f.1177 BUILDING CORNER N 3905897.68 l C) E 11475674.13 EMERGENCY YP�nKIKICTITIAKI � O CV o �. o 00 O EX. PERMANENT EASEMENT L� 40 LF - 6" PVC SAN. SEWER LATERAL. SEE NOTE 4, THIS SHEET. 2 EA - SAN. SEWER CLEANOUT (TYP.) SE DETAIL MCHAL DRAWINGS o �/ / / / / / O E - �/ / �/ % 4' DIA. MANHOLE WITH GRINDER S FOR DETAILS. / �___ O s �� ■ �,.- ���` �/ / _I_ SEE NOTE 3, THIS SHEET. EA. 4 P G-VALVE (TYP.) / / f o SEE DETAIL, SHEET C-5. \� �O �c�d �, 1 4X4 TEE, s �g - 1 EA - 8"X6" DI TEE w o A/ / V I 00 26 LF - 8 DI SAN. SEWER TO BE REPLACED IN PLACE AND AT SAME C j SLOPE AS EXISTING SEWER. SEE ■ / �/� / (� NOTE 3 THIS SHEET kv CIO cli U w � � w �R/W <� 'P�POSED VARIABLE / WIDTH PERMANENT d �/ EX. �ORCE MAIN _ _ EASEMtNT _ - , 4 �� w - l _ . - B LDING CORNER g o �j04VkJkTEi_MAIN 3905895.21 \® — — / / _ / /`� 11475693.98 TER SERVICE L NE - � /� —PAVED DRIVE _ /METER TO_ BE REMOVED _ /,j �- / SF jKIOTE , THIS SHEET. ° / i ,` / SEE DETAIL, SHEET C-5. EX. PROPERTY LINE AATER METER AND B0( C EE DETAILS, SHEET C-5. c _ — / / ," �/ / I EX. PERMANENT EASEMENT 2 4" BENk1U .25 BUILDIN R- 15" RCP CULVERT I — .ELECTRICAL LINE (/ / / / / N 3905 / . o/ S TE 6, THIS SHEET. �; — — _ v 00 SEE NOTE 5, THIS SHEET.- E 11 0.09 EXISTING POWER POLE GUY Q VDOT STD. ENTRANCE PE-1 — _ \� DES=SEEOTI=�I�S SHEET. �v-� EX. PROPERTY LINE �� Q (�/ O Gb --- - / i T 00 C/) CO • U / . �/ U N10 /\ o 00' 0 - -� 00:9 / �o s,b o \ U o / oe � 0 � "U o � � \ C S SHEET NOTES 1. PROVIDE TEMPORARY SUPPORT OF EXISTING POWER POLE AS REQUIRED. RELOCATE EXISTING GUY WIRES AS NEEDED. COORDINATE WORK WITH DOMINION. 2. PROTECT EXISTING TREES WHERE TREE PROTECTION IS NOTED ON 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. AS -BUILT INFORMATION DEPICTS APPROXIMATELY 25' OF CONCRETE ENCASEMENET ALONG EXISTING 8" PIPE UNDER CREEK BED. CONTRACTOR TO REMOVE CONCRETE ENCASEMENT FOR INSTALLATION OF OF NEW MANHOLE, SAN. SEWER, AND LATERAL. 4. 6" SAN. SEWER LATERAL TO BE PVC SDR 26. MINIMUM SLOPE OR LATERAL TO BE 2.0%. LATERAL TO CONNECT TO 8"X6" TEE ON NEW 8" DI SAN. SEWER. 5. SIZE AND DEPTH OF EXISTING UNDERGROUND ELECTRICAL LINES ARE UNKNOWN. CONTRACTOR TO TEST HOLE UTILITY AND NOTIFY ENGINEER AND ACSA OF FINDINGS. PROVIDE TEMPORARY SUPPORTS OF EXISTING SERVICE LINE AS REQUIRED AND NOTIFY THE ACSA AND THE ENGINEER OF A TEMPORARY SHUTDOWN OF THE EXISTING SERVICE IS REQUIRED. 6. 32 LF 15" RCP STORM SEWER AT 1.9% SLOPE I NV. IN = 539.71 I NV. OUT = 540.32 7. EXISTING OFFICE BUILDING HAS ROOF DRAINS THAT CROSS UNDER EXISTING DRIVEWAY. CONTRACTOR TO LOCATE AND REPLACE ROOF DRAINS AT NO ADDITIONAL COST TO THE OWNER. ROOF DRAINS TO BE BURIED BELOW PAVEMENT SECTION AND EXTENDED INLINE AND GRADE TO EXISTING CREEK. ROOF DRAINS TO BE SCHEDULE 80 PVC AND MATCH EXISTING DRAIN DIAMETERS. 0 5' 10' 20' SCALE: 1 " = 10' NO. DATE BY REVISIONS SCALE: �._10, ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: DRAWING SHEET REVISED 60% SUBMITTAL `ERT.: NfA 168 SPOTNAP ROAD 5 NOT TO BE USED DATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 FOR CONSTRUCTION DESIGNED: YLIVI MADISON OFFICE PARK PUMP STATION REPLACEMENT OF DRAWN: YLM C-4 Whitman, Requardt & Associates, LLP CHECKED- CEL SITE LAYOUT AND GRADING PLAN 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 0 N 0 N C LO 0 I 0 U N 0 0 00 co 0 0 Q U N 0 I 0 00 4- / 0o E M E cn � 0 m ^ u ^ O iVE o� WN WIn �E o� oX o C) E E� Y L� v° �U LO �a vW U Wco N W 0 Q E E OVi o E d O E a fxfnn Q NW'CIt0 EU N� N'DDa ci LU W ��- cow 0 (� J p �- � � O x 2 �� o a E 6 rz �F ES E E E= H E Lo E rN� N E � E z\� Lo - OM O z a a a 0 F-- E E g E E a E U \" 2,-. '" CA �N p in LU N N to N Q a LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D GROUND SURFACE 6 OZ. MIN. WOVEN GEOTEXTILE AS REQUIRED (ANCHORED PER MANUFACTURER'S SPECIFICATIONS) TD-31 LIMITS AS SHOWN ON PLANS FINISHED GRADE (MATCH EX. SLOPE) 1.5" SM-9.5A- 6" MIN. OF #21 A COMPACTED SOIL OR #21 B STONE PAVED DRIVE DETAIL NOT TO SCALE 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 11141 NOTE 1. NO 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 8c BEDDING NTS FIG. W-2 TD— 2 f COVER LIFT NOTCH 12 3/8" WATER L 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 TD-13 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE 36"MIN 24"MI 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 "WALL PIPE) 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 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K' SOFT COPPER 1"x1 NOTE NO SWEATED FITTINGS DUAL SERVICE NTS FIG. S-3 TD-34 'x1" TEE SINGLE SERVICE O O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. i �— 2 FL " ^OMPRESSION x 3/4" MALE PIPE COUPLING iPPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FINISHED GRADE 7LET 12"-15" METER BOX 36" CDPPEF 1/8 BEND COUPLING /� —METER CORPORATION STOP BRICK AS `'. • NECESSARY SAND OR DUST UNDER h °I"` „ "•�4' DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH !S': 3; :Yr.`P:._ -' .,.ts LONG STONE POCKET, VDOT `• % q:5 • > "` ''a• .` 7 ;ti `.; : SPEC. 203, NO, 57 AGGREGATE MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 rl 48" D IA. FIB E MANHOL (TRAFFIC R) ANC BRACI (TYP. 0 PLAN VIEW (WITH DOME SECTION) FINIS GF MANHOLE ADJUSTMENT RINGS TC GRADE �I_11111a12 [e1�J1�1�:7_ll� 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. G D.) 3 MAN I- ADJUSTN RINGS GF LAD 2" NPT CONDUIT LOCATION EFFLU F 4' DIA. MANHOLE WITH GRINDER NOT TO SCALE PLAN VIEW (WITHOUT DOME SECTION) PIPE No. DATE BY REVISIONS SCALE: 1._10, ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: DRAWING SHEET REVISED 60% SUBMITTAL `E'•: "fA 168 SPOTNAP ROAD 6 NOT TO BE USED DATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 FOR CONSTRUCTION DESIGNED: MADISON OFFICE PARK PUMP STATION REPLACEMENT of vyli DRAWN: YLM C - 5 Whitman, Requardt & Associates, LLP CHECKED' CEL NOTES AND DETAILS 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT N0.• 46480-023 O N O N C Q0 0 I 0 U r� N O O 00 co 0 0 Q U N O I 0 00 4- / 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 6" 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 CONSTRUCTON 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 0.14 AC (5,987 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: 56B MAP UNIT NAME: MEADOWVILLE 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. STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. A FILTER CLOTH 6" MIN. I Al SIDE ELEVATION 12, MIN. 70' MIN. B WASHRACK I F (OPTIONAL) L VDOT #1 I ~\ POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE x MUST OF INGRON ESS FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS 12' MIN. SECTION A -A REinr ul« Lu LJ1\ RL 1 L LICNIIV Jrhll L 10' EXISTING PAVEMEN 5:1 MOUNTABLE BERM (OPTIONAL) 7 10' MIN, EXISTING PAVEMENT 10' MIN. SECTION B-B Source: Adapted from 1983 Maryland Standards for Soil Erosion and Sediment Control, and Va. DSWC CE CONSTRUCTION ENTRANCE DRIP LINE SNOW FEN BOARD FEI FENCING AND ARMORING -_NCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING .w TRIANGULAR BOARD FENCE Plate 3.02-1 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. FLUME PIPE CR 0 S SING 0 m EROSION CONTROL B v MEASURES TO BE C LOCATED BELOW r_ APPROACH AREAS o o v o. v° v _ v °o D D WATER a 0 o FLUME PIPE o 0 FLOW v o o° -Di o° m ° �o/m o ° o PLAN VIEW BANK WATER LEVEL FLUME PIPE WATER-FC6W CREEK BOTTOM PROP. PIPELINE R\ EXCAVATED TRENCH SECTION "A —A" SOURCE: Va. DSWC EXCAVATED TRENCH A EROSION CONTROL MEASURES TO BE LOCATED BELOW APPROACH AREAS CREEK BANK CREEK BANK AGGREGATE WATER LEVEL FLUME PIPE PROPOSED PIPELINE SECTION «B—B" USC UTILITY STREAM CROSSING PLATE. 3.25-3 8TREE PROTECTION CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. / 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 lfyant TP TP TP SF SILT FENCE SAFETY FENCE ■ I I I � I 1 \ �M •.._ion._.,. _.-_'',..__' ...::•.. � __r_- r-_-� 1 1 i i�i�i�i�i�i�i�i�i�i�i�i PERSPECTIVE VIEW ................... ................... PERSPECTIVE VIEW PLASTIC FENCE PLATE. 3.05-2 SOURCE: CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC SF SAF SAFETY FENCE PERSPECTIVE VIEW METAL FENCE No. DATE BY REVISIONS SCALE: �._10, ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: DRAWING SHEET REVISED 60% SUBMITTAL �168 SPOTNAP ROAD •� "fA 7 NOT TO BE USED DATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 FOR CONSTRUCTION DESIGNED: MADISON OFFICE PARK PUMP STATION REPLACEMENT of DRAWN: YLM C - 6 Whitman, Requardt &Associates, LLP CHECKED- CEL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT N0.• 46480-023 0 N 0 N 0 0 3 � Qo sQ o (V rai o 0 0 0 00 U � 0 f`) Q o U �o z I w� z00 J � F ARCHITECTURAL ABBREVIATIONS: ARCHITECTURAL LEGEND: ABV ABOVE FE FIRE EXTINGUISHER ON BRACKET PAV PAVER TILE AC AIR CONDITIONING (CONDITIONER) FEC FIRE EXTINGUISHER CABINET PC PIECE oz/z/ BRICK AD ACCESS DOOR (OR PANEL) FH FLATHEAD PF PLASTIC FABRICATION CDDOOR NUMBER SYMBOL 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 CONCRETE MASONRY UNITS AES ABOVE EXISTING SLAB FL FLASHING PREFAB PREFABRICATED LOUVER NUMBER SYMBOL AF ACCESS FLOOR FLM FULL LENGTH MIRROR PRES T PRESSURE TREATED AFF ABOVE FINISHED FLOOR FLR FLOOR PT PAINT <> AHU AIR HANDLING UNIT FR FIRE RATED PTD PAPER TOWEL DISPENSER STRUCTURAL CLAY UNITS ALT ALTERNATE FRC FIBER -REINFORCED COATING PTN PARTITION ALUM ALUMINUM FS FOLDING SHOWER SEAT PVC POLYVINYL CHLORIDE WINDOW NUMBER SYMBOL APC ACOUSTICAL PANEL CEILING (LAY -IN) FSS FOOT OR FEET APPROX APPROXIMATE FT FOOTING QT QUARRY TILE GYPSUM BOARD PARTITIONS ARCH ARCHITECTURAL FTG FABRIC -WRAPPED PANEL (FABRICATED; QTY QUANTITY ROOM NUMBER SYMBOL ASB ASBESTOS FWP TACKABLE; ACOUSTICAL PANEL) ASP ASPHALT R RISER OR RADIUS ATC ACOUSTICAL TILE CEILING (CONCEALED SUSPENSION) GA GAUGE RAF RAISED ACCESS FLOOR WOOD -FINISH GRADE 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 WALL/BUILDING SECTION SYMBOL BC BOTTOM OF CURB GL GLASS RD ROOF DRAIN OR ROUND WOOD BLOCKING BD BOARD GLM GLASS UNIT MASONRY (GLASS BLOCK) REQ'D REQUIRED BEN BENCH GMU GLAZED MASONRY UNIT RF RESILIENT FLOORING (VINYY; RUBBER; VINYL BETW BETWEEN GRID GROUND COMPOSITION TILE; SHEET FLOORING) BLDG BUILDING GP GYPSUM PLASTER REBAR REINFORCING BAR TITLE AND DETAIL REFERENCE SYME BLKG BLOCKING GIRT GROUT REINF REINFORCED OR REINFORCING RIGID WALL/PERIMETER INSULATION 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 PARTITION TYPES BR/S BACKER ROD AND SEALANT REV REVISION RIGID ROOF INSULATION H HEAD RH ROBE HOOK C CONDUIT HB HORIZONTAL BLIND RM ROOM C/C CENTER TO CENTER HDW HARDWARE RO ROUGH OPENING NUMBER -CONSTRUCTION NOTE CB CHALKBOARD HM HOLLOW METAL RWR RECESSED WASTE RECEPTACLE BATT INSULATION CAB CABINET HOR HORIZONTAL RV ROOF VENT VEM CARP CARPET HP HIGH POINT RX REMOVE EXISTING CARPT CARPET TILE HR HOUR NUMBER -DEMOLITION NOTE CEM CEMENT HT HEIGHT S SILL, SOUTH OR SINGLE CER CERAMIC HTR HEATER SC SPECIAL COATING )OTHER THAN PAINT SYSTEMS) q; , o CONCRETE Cl CAST IRON HVAC HEATING, VENTILATION AND AIR CONDITIONING SCH SCHEDULE OR SCHEDULED CG CORNER GUARD HW HOT WATER SCR SHOWER CURTAIN ROD REVISION CH CEILING HEIGHT SD SOAP DISPENSER OR STORM DRAIN CJ CONTROL JOINT ID INSIDE DIAMETER SECT SECTION �po�j��O�o�°� POROUS FILL CL CENTERLINE IN INCH SF SQUARE FLOOR o 00 CLOS CLOSET INSUL INSULATION SIFT STRUCTURAL FACING TILE CLG CEILING INT INTERIOR SH SHOWER NORTH ARROW CLR CLEAR INV INVERT SHT SHEET (CONSTRUCTION NORTH) CMP CORRUGATED METAL PIPE SIM SIMILAR EARTH CMU CONCRETE MASONRY UNIT J JAMB Si STEEL JOIST pm CO CLEAR OPENING JC JANITOR'S CLOSET SPEC SPECIFICATIONS COL COLUMN JT JOINT SIP STAND PIPE COMP COMPACTED SQ SQUARE METAL PATTERN CONC CONCRETE KIT KITCHEN SS STAINLESS STEEL OR SERVICE SINK CONSTR CONSTRUCTION SSM SOLID SURFACE MATERIAL CONT CONTINUOUS L LINTEL STAT STATIONARY CONY 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 LETTER INDICATES SECTION LETTER INDICATES SECTION LT LIGHT T&B TOP & BOTTOM ' DETAIL SECTION OR ' D DOUBLE LTG LIGHTING T&G TONGUE & GROOVE NUMBER INDICATES DETAIL ELEVATION DESIGNATOR NUMBER INDICATES DETAIL DEG DEGREE LV LOUVER TC TOP OF CURB OR ELEVATION OR ELEVATION DEMO DEMOLITION TCB TOILET SEAT COVER DISPENSER DIET DETAIL M MIRROR OR MEN TEL TELEPHONE DF DRINKING FOUNTAIN MACH MACHINE TER TERRAllO DRAWING NUMBER WHERE :q5 DIA DIAMETER MAS MASONRY TH THICK DETAIL, SECTION OR DIR DIRECTORY MATL MATERIAL TO TOP OF ELEVATION IS DRAWN DN DOWN MAX MAXIMUM TOS TOP STEEL BUILDING DO DOOR OPENING MC MEDICINE CABINET TOW TOP OF WALL TITLE AND DR DOOR MDF MEDIUM DENSITY TP TOILET PARTITION (WATER CLOSET; URINAL; SECTION/DETAIL DS DOWNSPOUT MFB FIBERBOARD SHOWER; SCREEN) SECTION/DETAIL DWG DRAWING MECH MECHANICAL D TOILET PAPER DISPENSER SYMBOL METMETA TRTREAD REFERENCE E EAST R MANUFACTURER TYP TYPICAL EA EACH MHMANHOLESYMBOL 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 UI` 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 OA 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 OHD 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 WGGHT 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 No. DATE BY REVISIONS ALBEMARLE COUNTY SERVICE AUTHORITY S`�' DRAWING SHEET HORIZ: N/A REVISED 60% SUBMITTAL `ERT•: NZA 168 SPOTNAP ROAD 8 NOT TO BE USED DATE. JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 FOR CONSTRUCTION DESIGNED: RK MADISON OFFICE PARK PUMP STATION REPLACEMENT of DRAWN: PKI A-1 Whitman, Requardt & Associates, LLP CHECKED- DID GENERAL ARCHITECTURAL NOTES, LEGEND, 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 AND ABBREVIATIONS 16'-0" 0 I N ,o��offm 1'-0" 2'-0" L1 I N N o I D ®� 101.1 - 01 2 o� PUMP ROOM 101 D � a o I - � H B 91 REVISIONS 1 PUMP STATION FLOOR PLAN A-2 SCALE: 1 /2" = 1'-0" REF: Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PT 2 X 6 ROOF JOIST @ 1'-4" 0/C(TYPICAL) I I I A I I I IAlr 111- -- /-/-I-Al \ 2 PUMP STATION ROOF PLAN A-2 SCALE: 1/2" = 1'-0" REF: PT 9 X F RnnF ,MST (a 1'-4" ()/(. (TYPI(,A1) 3 PUMP STATION ROOF FRAMING PLAN A-2 SCALE: 1/2" = 1'-0" REF: REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N/A DATE: JAN 2020 DESIGNED: RK DRAWN: PKI CHECKED- DTB PROJECT NO.- 46480-023 2' X 6" FACE PLATE (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'-0" DRAWING I SHEET 0 OF �, r� N 0 N 0 N 0 11 4 0 LI 3 _ C4 Q o � a N MC) fU o O O W00 It zt A/ U � �Q CD F to z� _o '00 Z� J-'zzj- RETE ROOF MANUF rArQNlEffvM�QEnar�RMUMVIS CONCRETE ROOF BY BLDG MANUF (BEYOND) 101.1 i i i 1 EAST ELEVATION A-3 SCALE: 3/8" = 1'-0" REF: A-1 (-T NORTH ELEVATION �.A-J3SCALE: 3/8" = 1'-0" REF: A-1 NO. I DATE I BY I REVISIONS I-V018 101_I0�N01INW0�STATAU1 CONCRETE ROOF BY BLDG MANUF (BEYOND) AC`nLJAI T C`111KVnl C nnnC L2 i i i 2 SOUTH ELEVATION �A-J3SCALE: 3/8" = 1'-0" REF: A-1 i i 101.2 i ('- 4 WEST ELEVATION A-3 SCALE: 3/8" = 1'-0" REF: A-1 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 DOF BY BLDG )ND) REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N/A DATE: JAN 2020 DESIGNED: RK DRAWN: PKI CHECKED- DTB PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT PUMP STATION ELEVATIONS 0 1' 2' 3' 5' SCALE: 3/8" = 1'-0" DRAWING I SHEET 10 OF �, E N O N O N O 11 4 C 2 1 /2" RIGID I W/MANUF FIBERGLP ON3X3WOO1 ,o��offm REVISIONS 1 BUILDING SECTION A-4 SCALE: 1/2" = 1'-0" REF: A-1 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N/A DATE: JAN 2020 DESIGNED: RK DRAWN: PKI CHECKED- DTB PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT PUMP STATION SECTIONS 0 1' 2' 4' SCALE: 1 /2" = 1'-0" DRAWING I SHEET OF �, GENERAL STRUCTURAL NOTES 0 N N i 0 N 0 N 0 0 cn ro N 0 O 00 .,::I- 0 0 Q U N 0 GENERAL: 1 FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS SHOWN ON CONTRACT DRAWINGS FOR EXISTING STRUCTURES. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 2. THE SIZES AND LOCATIONS OF EQUIPMENT PADS AND PEDESTALS, AS WELL AS EQUIPMENT -RELATED FLOOR AND WALL OPENINGS, ARE DEPENDENT ON THE ACTUAL EQUIPMENT FURNISHED. VERIFY AND COORDINATE ALL SUCH ITEMS. DIMENSIONS INDICATED ON THESE DRAWINGS SHALL NOT BE ALTERED WITHOUT APPROVAL OF THE ENGINEER. STRUCTURAL DRAWINGS MAY NOT SHOW ALL EQUIPMENT PADS AND OTHER EQUIPMENT SUPPORTS REQUIRED. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 3. REVIEW ALL DRAWINGS FROM OTHER DISCIPLINES AND COORDINATE ALL OPENINGS AND EMBEDDED ITEMS SUCH AS SLEEVES, ANCHORS, CONDUITS, ETC. THAT WILL BE INCORPORATED INTO THE STRUCTURAL WORK. FOUNDATION: 1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL MEMORANDUM. 2. FOUNDATIONS MUST BEAR UPON UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL WITH THE BELOW LISTED MINIMUM ALLOWABLE BEARING CAPACITY. OBTAIN THE SERVICES OF A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF VIRGINIA WHO IS RESPONSIBLE FOR VERIFICATION OF THE SPECIFIED MINIMUM ALLOWABLE BEARING CAPACITY AT EACH FOOTING. A. BUILDING FOUNDATION AND ALL OTHER AREAS: 150OPSF 3. FOUNDATION ELEVATIONS SHOWN ON THE DRAWINGS ARE MINIMUM EXCAVATION DEPTHS. EXCAVATE FURTHER AS REQUIRED TO REMOVE ALL UNSATISFACTORY SOILS TO A LAYER WITH THE MINIMUM SPECIFIED ALLOWABLE BEARING CAPACITY. NOTIFY THE ENGINEER OF ANY CONDITIONS THAT REQUIRE CHANGES IN FOUNDATION ELEVATIONS. 4. KEEP ALL EXCAVATIONS DRY. STANDING WATER WILL NOT BE ALLOWED IN EXCAVATIONS. ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE PLACING ANY CONCRETE OR OPEN -GRADED COARSE AGGREGATE FILL. 5. REMOVE ALL UNSATISFACTORY SOILS BELOW SLABS -ON -GROUND TO A COMPETENT SOIL STRATUM AND REPLACE WITH COMPACTED ENGINEERED FILL 6. WHERE REQUIRED, PROVIDE COMPACTED ENGINEERED FILL TO ACHIEVE THE REQUIRED SUBGRADE ELEVATIONS. COMPACTED FILL FOR STRUCTURES SHALL CONSIST OF GRANULAR SOIL MEETING AASHTO SOIL CLASSIFICATION OF A-2-4 OR BETTER. ALL FILL AND BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR, AASHTO T 180. 7. MINIMUM DEPTH BELOW GRADE FOR BOTTOM OF FOUNDATIONS FOR FROST PROTECTION IS 20 INCHES. 8. PROVIDE A C LAYER OF VDOT #57 STONE AND A 10-MIL VAPOR RETARDER BENEATH ALL INTERIOR SLABS -ON -GROUND. SUBGRADE FOR SLABS -ON -GROUND MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE PLACING ANY CONCRETE OR OPEN -GRADED COARSE AGGREGATE. 9. REFER TO OTHER DISCIPLINES' DRAWINGS FOR WORK TO BE INCORPORATED IN OR COORDINATED WITH FOUNDATION AND SLAB ON GROUND WORK. CONCRETE: 6. PROVIDE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF: C. CAST -IN -PLACE = 4500 PSI AT 28 DAYS. D. PRECAST = 5000 PSI AT 28 DAYS 2. DETAIL AND CONSTRUCT REINFORCED CONCRETE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE." 3. DETAIL REINFORCING STEEL IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE SP-66, "ACI DETAILING MANUAL, "WHICH INCLUDES ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 4. PROVIDE REINFORCEMENT CONFORMING TO ASTM A 615, GRADE 60, DEFORMED BARS. 5. PROVIDE WELDED WIRE FABRIC CONFORMING TO ASTM A 1064. 6. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE CONCRETE COVER FOR REINFORCEMENT MUST BE AS FOLLOWS: A. BOTTOM BARS IN FOOTINGS AND IN SLABS ON EARTH OR GRAVEL: 3". B. SLABS AND WALLS EXPOSED TO GROUND, WEATHER AFTER REMOVAL OF FORMS: 2". 7. SUBMIT REINFORCING STEEL DETAILS (SHOP DRAWINGS) AND RECEIVE APPROVAL BEFORE PROCEEDING WITH FABRICATION. 8. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNLESS OTHERWISE NOTED. 9. DETAIL ALL SPLICES FOR REINFORCING BARS NOT DIMENSIONED ON THE DRAWINGS AS TABULATED ON SHEET S-02. 10. POUR CONCRETE SLABS AND WALLS BETWEEN INDICATED JOINTS, ALLOWING A MINIMUM ELAPSED PERIOD OF 3 DAYS BETWEEN ADJACENT POURS. 11. PROVIDE JOINTS AS DETAILED ON THE DRAWINGS. ADDITIONAL OR ALTERNATE JOINT LOCATIONS MAY BE SUBMITTED FOR APPROVAL. APPROVED ADDITIONAL OR ALTERNATE JOINT LOCATIONS MUST NOT RESULT IN ADDITIONAL EXPENSE TO THE OWNER. 12. WHERE A SLAB IS SLOPED (TOP AND/OR BOTTOM), PROVIDE SLOPED REINFORCING PARALLEL TO THE CONCRETE SURFACE. NO. I DATE I BY REVISIONS CONCRETE (CONTINUED): 13. SIZE AND LOCATE ANCHOR BOLTS AND EQUIPMENT PADS OR PEDESTALS TO SUIT EQUIPMENT FURNISHED. 14. REVIEW ALL DRAWINGS FROM OTHER DISCIPLINES AND COORDINATE ALL OPENINGS AND EMBEDDED ITEMS SUCH AS SLEEVES, ANCHORS, CONDUIT, ETC. THAT WILL BE INCORPORATED INTO CONCRETE WORK. 15. REINFORCING STEEL MUST BE SPREAD AT SLEEVES, TIEBACKS, RECESSES, AND OTHER EMBEDDED ITEMS. REINFORCING MUST NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED ITEMS. 16. NO CONCRETE IS TO BE PLACED UNTIL THE OWNER OR THE OWNER'S DESIGNATED REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCING. ADHESIVE ANCHORS: 1. PROVIDE THE FOLLOWING ANCHOR SYSTEM, OR APPROVED EQUAL, BULK -MIXED ADHESIVES ARE NOT PERMITTED: A. ANCHORAGE TO CONCRETE MASONRY a. HILTI HIT-HY 270 MASONRY ADHESIVE ANCHORING SYSTEM WITH HILTI HAS-R THREADED ROD. b. PROVIDE MESH SLEEVE AT HOLLOW MASONRY LOCATIONS. B. ANCHORAGE TO CONCRETE a. HILTI HIT-HY 200-R ADHESIVE ANCHORING SYSTEM WITH HILTI HAS-R THREADED ROD. 2. PROVIDE TYPE 316 STAINLESS STEEL ANCHORS. 3. PROVIDE ADHESIVE ANCHORS WITH A MINIMUM EDGE DISTANCE OF 4 INCHES TO ANY FREE EDGE OF MASONRY, OR EDGE DISTANCE INDICATED ON DRAWINGS, WHICHEVER IS GREATER. 4. PROVIDE ADHESIVE ANCHORS WITH TRAINED QUALIFIED PERSONNEL, IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. MECHANICAL ANCHORS (CONTINUED): 6. ARRANGE FOR AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE ENGINEER MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 7. DO NOT DAMAGE EXISTING REINFORCING STEEL IN THE CONCRETE DURING ANCHOR INSTALLATION, UNLESS OTHERWISE NOTED ON OTHE DRAWINGS. PRIOR TO ANCHOR INSTALLATION, DETERMINE LOCATION OF EXISTING REINFORCING STEEL BY NON-DESTRUCTIVE MEANS AND NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN REINFORCING STEEL AND ANCHOR LOCATION PRIOR TO FABRICATION OF MATERIALS. 8. DESIGN BASIS FOR MECHANICAL ANCHORS IS INDICATED ABOVE. SUBSTITUTIONS WILL BE CONSIDERED, BUT PRODUCT MUST MEET OR EXCEED ALL CRITERIA OF THE SPECIFIED ANCHOR. SUBSTITUTION REQUESTS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO USE. PROVIDE PRODUCT DATA AND CALCULATIONS DEMONSTRATING THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. DELEGATED DESIGN NOTES: 1. DESIGN RESPONSIBILITY FOR THE FOLLOWING ENGINEERED SYSTEMS AND COMPONENTS IS DELEGATED TO A QUALIFIED SPECIALTY STRUCTURAL ENGINEER SELECTED BY THE CONTRACTOR. THESE SYSTEMS AND COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO: A. PRECAST CONCRETE BUILDING 2. DELEGATED ENGINEERED SYSTEMS AND COMPONENTS SHALL SATISFY ASCE 7-10 LOAD COMBINATIONS. 3. COORDINATE WITH THE CONTRACT DOCUMENTS FOR PROFESSIONAL LICENSURE AND SEALING REQUIREMENTS, DESIGN CRITERIA, DETAILS OF THE SYSTEM/COMPONENT INTERFACE WITH THE PRIMARY STRUCTURE, SUBMITTAL REQUIREMENTS, AND CALCULATION REQUIREMENTS. 5. PROVIDE THOROUGHLY CLEANED ANCHOR HOLES PRIOR TO ADHESIVE INJECTION, AS REQUIRED BY THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. PROTECT DRILLED AND CLEANED ANCHOR HOLES CODES AND STANDARDS: FROM CONTAMINATION UNTIL THE ADHESIVE IS INSTALLED. 1. INTERNATIONAL CODE COUNCIL (ICC), INTERNATIONAL BUILDING CODE (IBC), IBC 2015, INCLUDING THE 6. PROVIDE ANCHORS CLEAN, OIL -FREE, AND FREE OF LOOSE RUST, PAINT, OR OTHER COATINGS. MODIFICATIONS MADE BY LOCAL JURISDICTION. 7. PROVIDE INSTALLED ADHESIVE ANCHORS SECURELY FIXED IN -PLACE TO PREVENT DISPLACEMENT WHILE 2. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE), ASCE 7-10 (2010), MINIMUM DESIGN LOADS FOR THE ADHESIVE CURES. BUILDINGS AND OTHER STRUCTURES. 8. ARRANGE FOR AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE ENGINEER MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 9. PERSONNEL INSTALLING HORIZONTAL OR OVERHEAD ADHESIVE ANCHORS MUST BE QUALIFIED PER ACI 318-14. 10. DO NOT DAMAGE EXISTING REINFORCING STEEL IN THE CONCRETE OR MASONRY DURING ANCHOR INSTALLATION, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PRIOR TO ANCHOR INSTALLATION, DETERMINE LOCATION OF EXISTING REINFORCING STEEL BY NON-DESTRUCTIVE MEANS AND NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN REINFORCING STEEL AND ANCHOR LOCATION PRIOR TO FABRICATION OF MATERIALS. 11. DESIGN BASIS FOR ADHESIVE ANCHORS IS INDICATED ABOVE. SUBSTITUTIONS WILL BE CONSIDERED, BUT PRODUCT MUST MEET OR EXCEED ALL CRITERIA OF THE SPECIFIED ANCHOR. SUBSTITUTION REQUESTS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO USE. PROVIDE PRODUCT DATA AND CALCULATIONS DEMONSTRATING THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURES AND INSTALLATION TEMPERATURE. MECHANICAL ANCHORS: 1. THE MECHANICAL ANCHOR SYSTEM USED FOR POST INSTALLED ANCHORAGE TO CONCRETE MUST CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY PUBLISHED ACI 355.2, "QUALIFICATION OF POST -INSTALLED MECHANICAL ANCHORS IN CONCRETE AND COMMENTARY." EACH MECHANICAL ANCHOR SYSTEM MUST SATISFY THE STRENGTH REQUIREMENTS FOR ITS USE. MECHANICAL ANCHORAGE DESIGN IS IN ACCORDANCE WITH ACI 318-14. MECHANICAL ANCHORS IN CONCRETE MUST BE QUALIFIED FOR USE IN CRACKED CONCRETE IN ACCORDANCE WITH ACI 355.2. PROVIDE THE FOLLOWING ANCHOR SYSTEMS, OR APPROVED EQUALS: A. ANCHORAGE TO CONCRETE i. HILTI KWIK BOLT TZ 2. PROVIDE TYPE 316 STAINLESS STEEL ANCHORS. 3. CONCRETE AT THE TIME OF MECHANICAL ANCHOR INSTALLATION MUST HAVE A MINIMUM AGE OF 21 DAYS. 4. PROVIDE MECHANICAL ANCHORS WITH A MINIMUM EDGE DISTANCE OF 5 INCHES TO ANY FREE EDGE OF CONCRETE, OR EDGE DISTANCE INDICATED ON DRAWINGS, WHICHEVER IS GREATER. 5. PROVIDE MECHANICAL ANCHORS WITH TRAINED QUALIFIED PERSONNEL, IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 3. AMERICAN CONCRETE INSTITUTE (ACI), ACI 350-06 (2006), CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES. 4. OCCUPATIONAL HEALTH AND SAFETY ACT OF 1970. DESIGN LOADS: ALL LOADS INDICATED BELOW ARE UNFACTORED LOADS. 1. DEAD LOADS: A. ACTUAL WEIGHT OF THE STRUCTURE, EARTH AND EQUIPMENT. B. WEIGHT OF SOIL: 53 PCF FOR RESISTING UPLIFT. C. WEIGHT OF SOIL: 115 PCF FOR DEAD LOAD. D. HANGING (MEP): 15 PSF 2. LIVE LOADS: A. FLOORS: 300 PSF IN AREAS NOT OCCUPIED BY EQUIPMENT B. EQUIPMENT: ACTUAL WEIGHT OF EQUIPMENT OR 250 PSF, WHICHEVER IS GREATER C. WALKWAYS AND STAIRWAYS: 100 PSF D. SLAB ON GROUND: 300 PSF 3. ROOF SNOW LOAD: A. GROUND SNOW LOAD (PG): 30 PSF B. FLAT -ROOF SNOW LOAD (PF): 24 PSF C. IMPORTANCE FACTOR (IS): 1.0 D. EXPOSURE FACTOR (CE): 1.0 E. THERMAL FACTOR (CT): 1.1 4. WIND LOAD: A. BASIC WIND SPEED, VULT: 115 MPH B. RISK CATEGORY: II C. WIND EXPOSURE CATEGORY: B D. INTERNAL PRESSURE COEFFICIENT: f 0.18 E. COMPONENTS AND CLADDING: IN ACCORDANCE WITH ASCE 7-10 5. SEISMIC LOAD: A. RISK CATEGORY: II B. SEISMIC IMPORTANCE FACTOR (IE): 1.0 C. MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 0.200 G AND S1 = 0.065 G. D. SITE CLASS: D E. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.213 G SD1=0.104G 6. FOR FLOTATION CALCULATIONS, ASSUME GROUND WATER TABLE ELEVATION IS AT GRADE. MAINTAIN A SAFETY FACTOR OF 1.2 AGAINST FLOTATION. REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: NIA DATE. JAN 2020 DESIGNED: CMD DRAWN: CMD CHECKED- BAE PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT GENERAL STRUCTURAL NOTES DRAWING 12 OF 29 SHEET S-1 P� N N I O N O N O r� N O I 0 N O O 00 0 0 Q U N 0 I 0 00 NO. I DATE I BY I �'-n„ PLAN AT CORNER TYPICAL CONTINUOUS FOOTING REINFORCING DETAIL NO SCALE ALL REINFORCING 3" CLEAR (TYPICAL) 1— FA( A InTrr IR NING 1. FOR OPENINGS LESS THAN 12" DIAMETER, NO ADDITIONAL REINFORCING IS REQUIRED PROVIDED NO REINFORCING IS INTERRUPTED BY THE OPENING. 2. PROVIDE ADDITIONAL REINFORCING, (MINIMUM OF ONE—HALF THE NUMBER OF PRINCIPLE REINFORCING BARS INTERRUPTED BY THE OPENING) ON EACH SIDE AND EACH FACE OF THE OPENING. ADDITIONAL REINFORCING AROUND OPENINGS NO SCALE LAP SPLICE LENGTH MINIMUM TENSION EMBEDMENT BAR SIZE SLAB AND WALL BEAM STD 90° HOOK STD 180° HOOK (ENGLISH UNITS) OTHER BARS TOP BARS OTHER BARS TOP BARS Idh 12db Idh 4db #3 12" 14" 12" 14" 6" 5" 6" 3" #4 14' 19' 17" 22„ 7» 6" 7» 3» #5 18" 23" 25" 32" 8" 8" 8" 3" #6 21 " 28" 33" 43" 10" 9" 10" 3" #7 35" 45" 51$$ 67" 11" 11" 11" 4" #8 44" 57" 59" 76" 13" 12" 13" 4" #9 54" 70" 66" 86" 15" 14" 15" 5" #10 66" 86" 74" 96" 16" 16" 16" 6" # 11 79" 103" 82" 107" 18" 17" 18" 6" LAP SPLICE ASSUMPTIONS: I. P. f— CRITICAL SECTION J_ 4db (2/" MIN.) r,n'T'r'"' `IFCTION STANDARD HOOK ASSUMPTIONS: CONCRETE: 4500 PSI COMPRESSIVE STRENGTH (NORMAL WEIGHT CONCRETE) SIDE COVER SHALL NOT BE LESS THAN 2.5" SLAB AND WALL: 6" MINIMUM REBAR SPACING WITH CONCRETE COVER = 1.5" CLEAR END COVER ON 90° HOOK SHALL NOT BE LESS THAN 2" BEAM: MINIMUM CLEAR SPACING BETWEEN BARS = 1.5 db (1.5" MINIMUM). MINIMUM CONCRETE STANDARD 1800 AND 900 END HOOKS COVER = 1.5" CLEAR. MINIMUM STIRRUP #4@12 PROVIDED. TOP BAR: TOP BAR FOR SLAB AND BEAM SHALL BE DEFINED AS REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST BELOW THE SPLICE. TENSION LAP SPLICE AND STANDARD HOOK LENGTH (ACI 318-11/ACI 350-06 SIZE TO SUIT EQUIPMENT ANCHOR RODS AS REQUIRED SIZE TO SUIT EQUIPMENT BY THE MANUFACTURER ANCHOR RODS AS #4@12 6" CLR (MIN) REQUIRED BY THE EACH WAY MANUFACTURER #4@12" E.W. 2" CLR 1" CLR 3/4" CHAMFER (TYPICAL) 3/4" CHAMFER a (TYPICAL) z a ROUGHEN SURFACE AND � 4 i: _Lja �I APPLY BONDING COMPOUND �/� ��yU�.�� 'a ,� ��Ih���� I G ° D' �° 8 0 � � W W ° a a CONCRETE SLAB —ON —GROUND 0 G , °a a ° a a 4 12 6" POROUS FILL 4 3" CLR N z �i a 0 °a G d G ° ® a ^„ NOTE: COORDINATE THE LOCATIONS OF EQUIPMENT PADS WITH OTHER DISCIPLINES NOTE: COORDINATE THE LOCATIONS OF EQUIPMENT PADS WITH OTHER DISCIPLINES. REVISIONS TYPICAL INTERIOR EQUIPMENT SUPPORT PAD DETAIL NO SCALE TYPICAL EXTERIOR EQUIPMENT PAD DETAIL NO SCALE Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N f A DATE: JAN 2020 DESIGNED: CMD DRAWN: CMD CHECKED- BAE PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT TYPICAL STRUCTURAL DETAILS DRAWING I SHEET 13 OF �, S-2 0 d' I O N O N O C O O cn r0 N O O 00 .,::I- 0 0 Q U N O 1 N I N NO. I DATE I BY r\/ C`I A M MOO LEGEND: -INDICATES TO BE DE r\/ MI III nNIG BE EXISTING PUMP STATION DEMOLITION PLAN NO SCALE REVISIONS EX. WET WELL EX. BUILDING FOUNDATION TO BE REMOVED 16'-2" 1 GRADE LEVEL PLAN 3'X8' BUILDING 3E REMOVED 5' DIA. WELL BUILDING NDATION BE IOVED :affi1P►111 EXISTING PUMP STATION DEMOLITION SECTION NO SCALE Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 )RAWINGS) #7, CIRCUMFERENTIAL CD CHAMFER EDGES (TYPICAL) FINISHED GRADE :R 1=1 11=1 11=1 11=1 11=1 11= #5 (TYPICAL) REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION 1" 18" #5 2 DETAIL • • • • 2,-0' GENERAL SHEET NOTES 1. REFER TO SHEET S-1 FOR GENERAL STRUCTURAL NOTES. 2. REFER TO SHEET S-2 FOR STRUCTURAL TYPICAL DETAILS. 1 /2" EXPANSION 3. COORDINATE WITH THE MECHANICAL AND ELECTRICAL DRAWINGS FOR THE JOINT FILLER SIZE AND LOCATIONS OF SLAB AND WALL PENETRATIONS, AND FOR THE LOCATIONS OF EQUIPMENT PADS. 4. WALL SLEEVES FOR PIPING, ACCESS HATCH FRAME AND OTHER INSERTS SHALL BE CAST INTO THE STRUCTURE AT THE PLACE OF MANUFACTURE. EX. CONCRETE 5. CONTRACTOR TO DETERMINE AND SUBMIT FOR APPROVAL EXACT LOCATIONS WET WELL AND QUANTITIES OF PIPE SUPPORTS REQUIRED. 1 /2" RECESS EDGE (TYPICAL) COORDINATE WIDTH W/ BLDG MANUFACTURER #5@6 EACH WAY TOP AND BOTTOM 3 DETAIL S-3 1 $ = 1'-0" SCALE: HORIZ: N/A VERT.: NIA DATE. JAN 2020 DESIGNED: CMD DRAWN: CMD CHECKED- BAE PROJECT NO.- 46480-023 0 I N 6. ELEVATION OF TOP OF PROPOSED BUILDING PAD IS TO MATCH ELEVATION AT TOP OF EXISTING WET WELL ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT BUILDING FOUNDATION PLAN AND SECTIONS DRAWING I SHEET 14 OF 29 S-3 �� CHAMFER EDGES (TYPICAL) FINISHED GRADE :R 1=1 11=1 11=1 11=1 11=1 11= #5 (TYPICAL) REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION 1" 18" #5 2 DETAIL • • • • 2,-0' GENERAL SHEET NOTES 1. REFER TO SHEET S-1 FOR GENERAL STRUCTURAL NOTES. 2. REFER TO SHEET S-2 FOR STRUCTURAL TYPICAL DETAILS. 1 /2" EXPANSION 3. COORDINATE WITH THE MECHANICAL AND ELECTRICAL DRAWINGS FOR THE JOINT FILLER SIZE AND LOCATIONS OF SLAB AND WALL PENETRATIONS, AND FOR THE LOCATIONS OF EQUIPMENT PADS. 4. WALL SLEEVES FOR PIPING, ACCESS HATCH FRAME AND OTHER INSERTS SHALL BE CAST INTO THE STRUCTURE AT THE PLACE OF MANUFACTURE. EX. CONCRETE 5. CONTRACTOR TO DETERMINE AND SUBMIT FOR APPROVAL EXACT LOCATIONS WET WELL AND QUANTITIES OF PIPE SUPPORTS REQUIRED. 1 /2" RECESS EDGE (TYPICAL) COORDINATE WIDTH W/ BLDG MANUFACTURER #5@6 EACH WAY TOP AND BOTTOM 3 DETAIL S-3 1 $ = 1'-0" SCALE: HORIZ: N/A VERT.: NIA DATE. JAN 2020 DESIGNED: CMD DRAWN: CMD CHECKED- BAE PROJECT NO.- 46480-023 0 I N 6. ELEVATION OF TOP OF PROPOSED BUILDING PAD IS TO MATCH ELEVATION AT TOP OF EXISTING WET WELL ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT BUILDING FOUNDATION PLAN AND SECTIONS DRAWING I SHEET 14 OF 29 S-3 �� E N N 0 N O N C 0 0 r7 N O O 00 / 0 0 Q U N O GENERAL ABBREVIATIONS FLOW STREAM IDENTIFIERS PIPING SYMBOLS VALVE SYMBOLS GENERAL SYMBOLS GENERAL NOTES (NOT ALL USED OR SHOWN) (NOT ALL USED OR SHOWN) (NOT ALL USED OR SHOWN) (NOT ALL USED OR SHOWN) (NOT ALL USED OR SHOWN) ABBREVIATION DESCRIPTION IDENTIFIER DESCRIPTION DOUBLE LINE SINGLE LINE DESCRIPTION DOUBLE LINE SINGLE LINE DESCRIPTION 1. MECHANICAL DRAWINGS SHOW BUILDING NORTH ARROW WHICH IS RELATIVE TO SYMBOL DESCRIPTION EACH STRUCTURE. SEE CIVIL DRAWINGS FOR TRUE NORTH. ACFM ACTUAL CUBIC FEET PER MINUTE AHP AIR HIGH PRESSURE 2. COORDINATE ALL SHUTDOWNS AND SEQUENCING WITH THE OWNER. ADF AVERAGE DAILY FLOW ALP AIR LOW PRESSURE WELDED JOINT GATE AFF ARV ABOVE FINISHED FLOOR AIR RELIEF VALVE CW CITY WATER (POTABLE) K CALIBRATION CYLINDER 3. UNLESS OTHERWISE NOTED, ITEMS ARE NEW UNLESS CALLED OUT AS EXISTING. ASTM AMERICAN STANDARD FOR TESTING MATERIALS D DRAIN GROOVED END JOINT = K KNIFE GATE �a FLEXIBLE HOSE BDD BACKDRAFT DAMPER GS GRIT SLURRY 4. COORDINATE ALL WORK TO AVOID EQUIPMENT CLEARANCE CONFLICTS. CI CAST IRON HW HOT WATER M��� BUTTERFLY FLOW ARROW CL CENTER LINE OC ODOR CONTROL PW PLANT WATER FLANGED JOINT qqo _+�GLOBE 5. STRUCTURE ELEVATIONS PROVIDED FOR CLARITY. SEE STRUCTURAL AND FF DEG DEGREES ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND FLOOR SLOPE. DIA DIAMETER RD ROOF DRAIN SW SEAL WATER MECHANICAL JOINT BALL CENTRIFUGAL PUMP DIP DUCTILE IRON PIPE �� 6. SEE STRUCTURAL DRAWINGS FOR CONCRETE PIPE SUPPORT AND PEDESTAL DN DOWN N/A SCREWED JOINT � V DETAILS. EL ELEVATION VEE—BALL ES EX EMERGENCY SHOWER EXISTING HUB & SPIGOT JOINT SEAT END ROTAMETER 7. COORDINATE ALL PENETRATIONS WITH OTHER DISCIPLINES. ALL PENETRATIONS SHALL BE WATER TIGHT. FC FLUSHING CONNECTION (RUBBER GASKET) ER!3/ ECCENTRIC PLUG FD FLOOR DRAIN �0� PLUG OR COCK 8. COORDINATE HATCH LOCATION, GRATING, AND CLEAR OPENINGS TO SUIT FF FINISHED FLOOR ADAPTOR SIDE WYE STRAINER EQUIPMENT REMOVAL. FL FM FLANGE FORCE MAIN LA GROOVED END ADAPTER FLANGES NEEDLE 9. UNLESS OTHERWISE NOTED, ALL PIPING PASSING THRU FLOORS AND WALLS FOB FOT FLAT ON BOTTOM FLAT ON TOP FLANGED COUPLING ADAPTER SHALL BE SLEEVED AND SEALED WITH A SEGMENTED RUBBER MECHANICAL SLEEVE SEAL ON BOTH SIDES. SLEEVES AND SEALS SHALL BE MADE WATERTIGHT. FPM FEET PER MINUTE DIAPHRAGM FLUSHING CONNECTION SLEEVES SHALL BE INSTALLED AND PROPERLY SECURED PRIOR TO CONCRETE FPS FEET PER SECOND _ PINCH POUR. FRP FIBERGLASS REINFORCED PLASTIC FLEXIBLE COUPLING FT G FEET GALVANIZED METAL BELLOWS EXP JOINT SWING CHECK 10. UNLESS OTHERWISE NOTED, WALL CASTINGS SHALL HAVE A WATERSTOP POSITIONED IN THE CENTER OF THE WALL OR FLOOR. SEE TYPICAL DETAILS GPD GALLONS PER DAY BALL CHECK PRESSURE GAUGE GPH GALLONS PER HOUR FOR CASTING CONFIGURATION. CASTING SHALL BE INSTALLED AND PROPERLY GPM GALLONS PER MINUTE SECURED PRIOR TO CONCRETE POUR. HP HORSEPOWER HiELASTOMER BELLOWS EXP JOINT H H VALVE HYDRAULIC ACTUATOR HIGH POINT 11. PIPING CONNECTIONS 3 INCH AND SMALLER HAVE BEEN SCHEMATICALLY SHOWN H/P HWL HIGH WATER LEVEL -- - --- - a+__ ELBOW UP ON PLAN AND SECTION DRAWINGS. PROVIDE PIPE ROUTING AND ALL HZ HERTZ P VALVE PNEUMATIC ACTUATOR PRESSURE GAUGE WITH DIAPHRAGM SEAL APPURTENANCES IN ACCORDANCE WITH RESPECTIVE SCHEMATICS. PROVIDE ALL ID INSIDE DIAMETER `p NECESSARY FITTINGS TO MAKE CONNECTIONS. INV INVERT C! ELBOW DOWN KW LB/LBS KILOWATT POUND/POUNDS VALVE ELECTRIC MOTOR ACTUATOR 12. SCHEMATIC DRAWINGS SHOW PROCESS CONNECTIONS AND NOT SPATIAL ORIENTATION. TEE UP INLINE PRESSURE LBS/HR POUNDS/HOUR LF LINEAR FEET SENSOR WITH GAUGE 13. ALL EXPANSION JOINTS, FLANGE ADAPTERS AND FLEXIBLE COUPLINGS SHALL LWL LOW WATER LEVEL _ -�- - = TEE DOWN -I+H B HOSE BIB HAVE TIE -RODS AS SHOWN ON TYPICAL DETAILS. MAX MAXIMUM MGD MILLION GALLONS PER DAY 14. UNLESS OTHERWISE NOTED ECCENTRIC REDUCERS SHALL BE INSTALLED FLAT MIN MINIMUM LATERAL UP SIDE ON TOP. MJ MECHANICAL JOINT INLINE PRESSURE N.C. NORMALLY CLOSED M SENSOR WITH GAUGE 15. UNLESS OTHERWISE NOTED, ALL DUCTILE IRON PIPING INTERNAL TO FACILITY(IES) N.O. NORMALLY OPEN - --- - LATERAL DOWN AND TRANSDUCER SHALL HAVE FLANGED CONNECTIONS. NRS NON RISING STEM NTS NWL NOT TO SCALE NORMAL WATER LEVEL - --- CONCENTRIC REDUCER 16. VALVES ARE NORMALLY OPEN N.O. UNLESS NOTED AS NORMALLY CLOSED ( ) OD OUTSIDE DIAMETER INLINE PULSATION (N.C.). PE PPD PLAIN END POUNDS PER DAY — — - ECCENTRIC REDUCER DAMPENER 17. COORDINATE THE LOCATION OF THE VALVE SUPPORTS SO THAT ACCESS TO THE PPM PARTS PER MILLION VALVE BEARINGS IS NOT RESTRICTED. PSI PSIG POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE --- ---D REDUCING BUSHING 18. UNLESS OTHERWISE NOTED, ALL EQUIPMENT SHALL BE PROVIDED WITH A OFFLINE PULSATION PVC POLYVINYL CHLORIDE DAMPENER MINIMUM 4-INCH CONCRETE HOUSEKEEPING PAD SIZED TO SUIT EQUIPMENT. PAD RJ RESTRAINED JOINT - --- �I� UNION SHALL EXTEND OUT 6" FROM EDGE OF THE EQUIPMENT. CHAMFER EDGES. RPM REVOLUTIONS PER MINUTE RVSS REDUCED VOLTAGE SOLID STATE 19. SUPPORTS AND HANGERS ARE ONLY SHOWN WHERE SPECIFIC TYPES OR SCH SCHEDULE - ----- --E CAP LOCATIONS ARE REQUIRED ADDITIONAL SUPPORTS AND HANGERS SHALL BE SHT SHEET MAGNETIC L WM REQUIRED AS SPECIFIED. S.P. STATIC PRESSURE _ SPD SS SANITARY PUMPED DISCHARGE STAINLESS STEEL ELBOW, 90 DEGREE 20. THE SIZE OF THE PIPE CONNECTIONS AT THE PROCESS EQUIPMENT ARE SHOWN TDH NP TOTAL DYNAMIC HEAD TYPICAL — INSULATED PIPING TO DEMONSTRATE INTENT, SIZES MAY VARY FROM WHAT IS SHOWN. COORDINATE THE SIZE OF CONNECTIONS TO ALL APPROVED PROCESS EQUIPMENT. VFD VARIABLE FREQUENCY DRIVE -- - - -- CROSS VS VARIABLE SPEED ACCESS HATCH 21. PROVIDE PROCESS PIPING DRAINS WHERE INDICATED AND AT THE FOLLOWING. W.L. WATER LEVEL LOW POINTS, FLOW METERS AND BETWEEN PUMP SUCTION AND DISCHARGE ISOLATION VALVES. PUMP DRAINS SHALL BE ON THE SUCTION SIDE OF -- - -- TEE HINGE SIDE CENTRIFUGAL PUMPS. EQUIPMENT IDENTIFIERS 22. METAL FABRICATIONS WITH BURRS, SHARP EDGES OR POSE A HAZARD SHALL BE _ — — ELBOW, 45 DEGREE MADE DULL/BLUNT OR SHALL BE PROVIDED WITH AN APPROPRIATE COVERING (NOT ALL USED OR SHOWN) BACKFLOW PREVENTOR THAT SHALL MITIGATE AND DRAW ATTENTION TO THE HAZARD. IDENTIFIER DESCRIPTION 23. ALL DIMENSIONS ARE INCHES UNLESS OTHERWISE NOTED. _- -- -_ LATERAL BC BRIDGE CRANE CAS COMPRESSED AIR 24. MAINTAIN DETAILED RED LINE DRAWING ON THE JOB SITE DURING CONSTRUCTION DC DUMPSTER CONVEYOROR TO DOCUMENT CONSTRUCTION CHANGES AND INFORMATION AS DELINEATED IN DCCP DUMPSTER CONVEYOR CONTROL PANEL -- ----- -- — PIPE GUIDE/SLEEVE THE SPECIFICATION. RED LINE RECORD DRAWINGS SHALL BE MADE AVAILABLE DWH DOMESTIC WATER HEATER FOR PERIODIC REVIEW DURING PROGRESS MEETINGS AND TURNED OVER TO EF EXHAUST FAN ENGINEER AT END OF PROJECT. EUH ELECTRIC UNIT HEATER WATERSTOP EWH ELECTRIC WALL HEATER GC GRIT CLASSIFIER GP GRIT PUMP M WALL CASTING WITH VARIOUS GPMO GRIT PUMP MOTOR OPERATOR --ak-- CONNECTIONS TYPES AS GSC GRIT SCREW CONVEYOR INDICATED ON PLANS OR GWT GRIT WASHER TANK SECTIONS JC JIB CRANE WATERSTOP OR THRUST MOD MOTOR OPERATED DAMPER COLLAR AS INDICATED ON MX MIXER PLANS OR SECTIONS SBC SCREENINGS BELT CONVEYOR SGMO SLUICE GATE MOTOR OPERATOR SLG SLUICE GATE SF SUPPLY FAN NO. DATE BY REVISIONS SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET vyly REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION HORIZ: N/A VERT•: N/A DATE: JAN 2020 DESIGNED: YW DRAWN: AM 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 15 OF M -1 MADISON OFFICE PARK PUMP STATION REPLACEMENT Whitman, Requardt & Associates, LLP CHECKED- CEL GENERAL MECHANICAL NOTES, LEGEND, AND ABBREVIATIONS 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 N N I 0 N O N O r� c N O O N O O 00 / 0 0 Q U N O SHEET NOTES: 1. ALL PIPING TO BE 4" DUCTILE IRON (D.I.) WITH PROTECTO 401 UNLESS OTHERWISE NOTED. EXTERIOR EQUIPMENT PAD EQUIPMENT LIST: SEE STRUCTURAL DRAWINGS FOR DETAIL. 2. DOUBLE DOORS TO BE SUPPLIED WITH PREFABRICATED HEAT PUMP SYSTEM 1 O 4" 90° BEND (FL) WITH BLIND FLANGE FL BUILDING. DOUBLE DOORS TO FIT OPENINGS AS SHOWN. PREFABRICATED 12'X16' BUILDING (OUTSIDE UNIT) O 4" 90° BEND (MJ), RESTRAINED 3. FABRICATED 12'X16' BUILDING TO HAVE FAUX BRICK SEE NOTE 3, THIS SHEET. WALL MOUNTED HEAT PUMP SYSTEM PANELS WITH FLAT ROOF. MANUFACTURER'S FAUX BRICK 2 1 - I (OVER PUMP CONTROL PANEL) A O3 4" PLUG VALVE (MJ), RESTRAINED PANELS TO MATCH BRICK COLOR OF EXISTING BRICK 24"X24" UNIT) BUILDING ON SITE. EMERGENCY SUPPLY FAN (INDOOR 3 -0 M-3 O4 4" 11.25° BEND MJ RESTRAINED ( )' BYPASS 4. PUMP CONTROL PANEL TO BE SUPPLIED AND SHIPPED CONNECTION EX. 5' DIA. WET WELL TO BE REHABILITATED O 4"X4"X4" TEE (MJ), RESTRAINED LOOSE FROM PUMP SKID MANUFACTURER. PUMP CONTROL SEE CIVIL DRAWINGS FOR DETAILS. PANEL TO BE WALL MOUNTED. /�h O 4"X4"X4" TEE (FL) WITH 2" THREADED FLANGED ON TEE BRANCH HINGED ACCESS COVER 5. PREPACKAGE PUMP SKID SHALL BE PLACE OVER TOP OF 3 I SEE NOTE 5, THIS SHEET. 0 1" DISCHARGE LINE FROM AR/AV VALVE (SEE NOTE 6, THIS SHEET) EXISTING MANHOLE AND TOP OF CONCRETE SLAB. PUMP PUMP CONTROL/RTU PANEL SKID SHALL HAVE A HINGED ALUMINUM TREAD PLATE EX. 4" PVC FORCE MAIN I SEE NOTE 4, THIS SHEET. 0 21 8 O 4" PIPING (FL), 12" MIN. LENGTH MANWAY COVER FOR ACCESS INTO WET WELL. CONTRACTOR TO VERIFY LOCATION AND DEPTH. I HEATER O9 4 FLOW METER 6. DISCHARGE LINE FROM VALVE TO BE SCH. 40 PVC AND 13 v SLOPED AT 2.0% MIN. INTO WET WELL. 7 9 12 a 10 4" DISMANTLING JOINT OR FLANGED ADAPTOR 8 11 ®° OF EX. WET WELL 7. BUILDING CONNECTION TO CONCRETE SLAB PER BUILDING -- — -- --0. F1 11 4" PIPING (FL), 20" MIN. LENGTH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION DETAILS. 4 (l� `-' 12 O VACUUM PRIMING PUMPS TYP. OF 2; SUPPLIED WITH PUMP SKID ( ) 14 8. PIPE SUPPORTS SHOWN FOR ILLUSTRATIVE PURPOSES. 4 2 6 o a 7' OPENING FOR 13 PRESSURE GAUGE (TYP. OF 2; SUPPLIED WITH PUMP SKID) REFER TO SPECIFICATION SECTION 15060. 5 3 15 ' DOUBLE DOORS SEE NOTE 2, 14 4"X4"X4" TEE (FL) (SUPPLIED WITH PUMP SKID) 9. 12" MIN. OF SEPARATION TO BE PROVIDED FROM WALLS 10 16 THIS SHEET. TO PIPE JOINTS ON ALL LOCATIONS. 6' OPENING FOR DOUBLE DOORS ELECTRICAL PANELS 17 0 15 PENETRATION IN SKID FOR 1 " DISCHARGE PIPING FROM AR/AV VALVE SEE NOTE 2, THIS SHEET. SEE ELECTRICAL o DRAWINGS FOR DETAILS. 18 B 16 4" PLUG VALVE (FL) (TYP. OF 2; SUPPLIED WITH PUMP SKID) 19 ji� M-3 17 4" WAFER CHECK VALVE (FL) (TYP. OF 2; SUPPLIED WITH PUMP SKID) g 18 PUMP (TYP. OF 2; SUPPLIED WITH PUMP SKID) 19 1 " BACKFLOW PREVENTOR, SEE DETAIL, SHEET M-4 PREPACKAGED PUMP SKIDJ 20 20 3/" HOSE BIBB SEE NOTE 5, THIS SHEET. 1' WATER SERVICE LINE 18 X24„ EXHAUST LOUVER 21 CONDUIT CONNECTION POINTS (TYP. OF 4; SUPPLIED WITH PUMP SKID) (30" FROM FLOOR EL.) SEE CIVIL DRAWINGS AND BACK DRAFT DAMPER FOR LOCATION. 1 GRADE LEVEL PLAN M-2 SCALE: 1/2" = 1'-0" NO. DATE BY REVISIONS SCALE: HORIZ: N/A ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET REVISED 60%SUBMITTAL `�•: N/A 168 SPOTNAP ROAD 16 vyly NOT TO BE USED DATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 FOR CONSTRUCTION DESIGNED: YW MADISON OFFICE PARK PUMP STATION REPLACEMENT of M 2 DRAWN: YLM - Whitman, Requardt & Associates, LLP CHECKED- CEL GRADE LEVEL PLAN 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 N N CD N O N O r� c r� O O N O O 00 / 0 0 Q U N O 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. PREPACKAGE PUMP SKID SHALL BE PLACE OVER TOP OF SEE ARCHITECTURAL DRAWINGS FOR ROOF DETAILS. EXISTING MANHOLE AND TOP OF CONCRETE SLAB. PUMP DRAWINGS FOR SKID SHALL HAVE A HINGED ALUMINUM TREAD PLATE ROOF DETAILS. MANWAY COVER FOR ACCESS INTO WET WELL. SUPPLY FAN WALL MOUNTED HEAT PUMP SYSTEM (INDOOR UNIT) PREFABRICATED 12'X16' BUILDING /-24"X24" SEE NOTE 3, THIS SHEET. 6. DISCHARGE LINE FROM 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 MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION DOUBLE 12'X16' BUILDING PUMP CONTROL/RTU PANEL DETAILS. DOORS SEE NOTE 3, THIS SEE NOTE 4, THIS SHEET. SHEET. 8. PIPE SUPPORTS SHOWN FOR ILLUSTRATIVE PURPOSES. 9 9 REFER TO SPECIFICATION SECTION 15060. 10 13 9. 12" MIN. OF SEPARATION TO BE PROVIDED FROM WALLS 13 16 TO PIPE JOINTS ON ALL LOCATIONS. ® 15 7 O 5 8 �-s PREPACKAGED PUMP SKID DOUBLE AND HINGED ACCESS COVER ' DOORS 4" 3 4„ SEE NOTE 5, THIS SHEET. 4" a a o 0 6 0 EX. TOP EL. 545.8± v ♦ ♦ � ♦ v V • v v rr�rr�rr�rr�rr�rr r\r�rr�r a o < • • ° � /��/��/��/��/��/. /��Y��/�� o a o v v $ o o ° v C ♦ ♦ $ g a a 14 ♦ v I ♦ v ° o EX. TOP EL. 545.8± r rr� � ����� ���������\ °v v v ♦ • v ♦ .p r r 1\�%��%�����\r v v s v ° < v v • ��\ �\\\`/��\/�\/ � /��\/�\/��\/��\% /�y'r a a a �r�` FINISHED GRADE 12 I FINISHED GRADE ♦ �i�i • r��r�� ��i�� " r �i��i�i��i�� • . �� ��� ��`ir�`i�`��`i� FINISHED GRADE�r.°a♦ �i FLOATS TO SERVE AS BACKUP E UIPM ENT LIST• Q . �� ♦ �����r `ice` �` �`i FOUNDATION SEE STRUCTURAL FOUNDATION `i�`i ° a �X ����� SEE STRUCTURAL---" �r�rr rrr���rrrr SEE PIPE SLEEVE PIPE SUPPORTS I CONTROL FOR WET WELL LEVEL DRAWINGS FOR DETAILS. DRAWINGS FOR DETAILS. DETAIL, SHEET M-4. %�ir;�i' (TYP.) SEE I MONITORING AND PUMP OPERATION. NOTE 8, I ' (SUPPLIED WITH PUMP SKID). 1O ° 4 90 BEND (FL) WITH BLIND FLANGE 4" SUCTION PIPE (TYP. OF 2) 4" DI FORCE MAIN TO BE INSTALLED AT THE SAME DEPTH THIS SHEET. 4" SUCTION PIPE (TYP. OF 2) O 4" 90° BEND (MJ), RESTRAINED FLOATS TO SERVE AS BACKUP OF EX. 4" PVC FORCE MAIN. CONTROL FOR WET WELL LEVEL CONTRACTOR TO LOCATE AND I WET WELL LEVEL TRANSDUCER O 4"X4"X4" TEE (FL) WITH 2" THREADED FLANGED ON TEE BRANCH MONITORING AND PUMP OPERATION. CONFIRM DEPTH. PIPE SUPPORTS (TYP.) AND STILLING WELL (SUPPLIED WITH PUMP SKID). SEE NOTE 8, THIS SHEET. I I SEE INSTRUMENTATION O4 1" DISCHARGE LINE FROM AR/AV VALVE (SEE NOTE 6, THIS SHEET) DRAWINGS FOR DETAIL. PROPOSED 8" DI SAN. SEWER 2 EX. WET WELL TO BE O5 4" PIPING (FL), 12" MIN. LENGTH TO BE INSTALLED AT EXISTING REHABILITATED. 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 7 O 4" DISMANTLING JOINT OR FLANGED ADAPTOR LAG PUMP START EL. 536.8 I I LAG PUMP START EL. 536.8 LEAD PUMP START EL. 536.3 I I LEAD PUMP START EL. 536.3 8 4" PIPING (FL), 20" MIN. LENGTH VACUUM PRIMING PUMPS (TYP. OF 2; SUPPLIED WITH PUMP SKID) EX. WET WELL TO BE 1'_2116" i 4» REHABILITATED. SEE CIVIL I 10 PRESSURE GAUGE (TYP. OF 2; SUPPLIED WITH PUMP SKID) 5'-0" DRAWINGS FOR DETAILS. 11 4"X4"X4" TEE (FL) (SUPPLIED WITH PUMP SKID) ' 12 PENETRATION IN SKID FOR I" DISCHARGE PIPING FROM AR/AV VALVE ALL PUMPS OFF EL. 532.3 I ° %� ALL PUMPS OFF EL. 532.3 13 PUMP (TYP. OF 2; SUPPLIED WITH PUMP SKID) err\r I LEVEL TRANSDUCER EL. 531.8 ff r`rr /\rr`r ���%y% �1 %\\ 14 CONDUIT CONNECTION POINTS (TYP. OF 4 SUPPLIED WITH PUMP SKID) MIN. �r\�\��\��� �ir�ir�ir�; BOTTOM EL. 530.8± ,rr����rr� MIN. a ° m ��rr��� BOTTOM EL. 530.8± 2» PLUG VALVE (THREADED) ✓r`r�/ `ri`/ ii`rr` `ri`/ rZ.�r��rr�' 1 COMBINATION AIR RELEASE/AIR VACUUM VALVE PROPOSED FILLETS SEE DETAIL, SHEET M-4 SECTION A B SECTION B A M-3 SCALE: 1/2" = 1'-0" �-3SCALE: 1/2" = 1'-0" NO. DATE BY REVISIONS REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT•: N/A DATE: JAN 2020 DESIGNED: YW DRAWN: AM ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 DRAWING 17 of SHEET 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 N N i 0 N O N C 0� CD CD N O O 00 CID 0 0 Q U N O 1 1 /2" 1 " RADIUS N I LUG PLATE -- �- FLANGE A� TIE ROD -- -- PIPE I.D. A� PLAN PLATE THICKNESS LUG PLATE FLANGE BOLT OR STUD LUG n' "Tr PIPE FLAN( BOLT STUD TIE ROD MIN. CLEARANCE PIPE FLANGE Pi SECTION APE, rininir. PIPE SLEEVE OR VALVE TIE ROD PIPE, FITTING, OR VALVE NOTES: 1. ONE FLANGE CONNECTION IS SHOWN FOR CLARITY. DETAIL IS TYPICAL FOR BOTH FLANGES. 2. IF PLATE IS REQUIRED TO BE MOUNTED ON REVERSE SIDE OF FLANGE, PROVIDE A PIPE SLEEVE AND WASHER ON THE END OF THE TIE ROD SO THAT THE MAXIMUM CLEARANCE BETWEEN THE SLEEVE AND THE FLANGE CAN BE MAINTAINED. 3. FLANGE SURFACE IN CONTACT WITH LUG PLATE SHALL BE GROUND SMOOTH TO CLEAR THE CASTING IRREGULARITY AND EMBOSSED LETTERING. CONTACT SURFACE OF LUG PLATE SHALL BE MACHINED TO A ONE DEGREE TAPER FOR PIPE DIAMETERS 12-INCH AND LARGER. 4. MATERIALS SHALL BE AS FOLLOWS: ROD MATERIAL - ASTM A193, GRADE B7 PLATE MATERIAL - ASTM A36 SLEEVE MATERIAL - SCHEDULE 40 STEEL PIPE PIPE SIZE NUMBER OF RODS DIAMETER OF RODS LUG PLATE THICKNESS PIPE SLEEVE (IF REQUIRED) DESIGN PRESSURE PSI 4)) 1 2 4" 1 » 1 „ 150 6» 2 4" 1 » 1 „ 150 8» 2 4" 1 » 1 „ 150 10" 2 4" 1 " 1 " 150 12" 4 4" 1 " 1 " 150 14" 4 4" 1 " 1 " 150 16" 4 $" 1 " 1 " 150 18" 4 $" 11" 1 " 150 20" 4 7" 8 11" 4 1 " 150 24" 4 18 12" 14" 150 30" 4 14" 2" 13" 150 36" 4 14" 22" 14" 150 42" 8 11" 2" 14" 150 TIE ROD DETAIL M-4 SCALE: NONE PLUG TRAVEL NORMAL DIRECTION OF FLOW SEAT END DRAIN HORIZONTAL - NO SOLIDS DRAIN BACK BACK Fcl FLOW n, , ,n SEAT END DRAIN BACK PLUG TRAVEL I NORMAL DIRECTION OF SEAT FLOW END HORIZONTAL - SOLIDS DRAIN BACK VERTICAL - SOLIDS DRAIN BACK NOTES: 1. VALVES SHOWN IN FULL OPEN POSITION. 2. DIAGRAMS ARE SECTION VIEW. 2 PLUG VALVE SEAT DETAIL NORMAL DIRECTION OF FLOW SCALE: NONE SEE NOTE 1 SLEEVE WITH WATER STOP F= I I MECHANICAL SEAL WITH STAINLESS STEEL BOLTS AND NUTS CEILING AN[ CONSTRUCTION 6"X6"X$" WELDED OR BENT STEEL FRAME TO SUIT WALL OPENING (4 SIDES MOUNT FAN TO PLATE Ll 1: WALL OR FLOOR USING 1 /4" S.S. 32 VARIES BOLTS PIPE ALL FANS SHALL BE SUPPLIED WITH OSHA WIRE FAN GUARD UNLESS FAN IS INSIDE OF A PLENUM NOTES: 1. FOR FLOOR INSTALLATION EXTEND WALKWAY SIDE OF SLEEVE 4 INCHES ABOVE FINISHED FLOOR. PIPE SLEEVE DETAIL SCALE: NONE CLEARANCES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS MANUFACTURER'S SUPPORT BRACKET WALL SEE NOTES TYPICAL UNIT HEATER (LESS THAN 200 LBS.) UNIT HEATERS SHALL BE MOUNTED A MINIMUM OF 7-FEET /MAXIMUM 10 FEET ABOVE FINISHED FLOOR OR WALKWAY UNLESS OTHERWISE NOTED. NOTES 1. FOR BLOCK WALL ANCHORING USE ADHESIVE ANCHOR FOR MASONRY, STAINLESS STEEL WITH 6-INCH HOLLOW EMBEDMENT SPACED AT 12-INCHES ON -CENTER. 2. FOR CONCRETE WALL ANCHORING USE 1/2-INCH DIAMETER ADHESIVE ANCHORS WITH 6-INCH EMBEDMENT SPACED AT 12-INCHES ON CENTER. � TYP. WALL MOUNT UNIT HEATER DETAIL SCALE: NOT TO SCALE 1 /8" STEEL MOUNTING PLATE WITH CENTER CUT OUT TO FIT FAN VENTURI ORIFICE — COORDINATE SHAFTING OR JACK SHAFTING TO SUIT INSTALLATION. PROVIDE PENETRATIONS AS NECESSARY. MOTOR OPERATED DAMPER DRIVE SHALL BE ADEQUATELY SUPPORTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS DIMENSION TO SUIT ADHESIVE FAN AND MOD ANCHOR (TYP) CLEARANCES 4" THICK PRECAST CONCRETE PANEL 6X6X%" BE ALL SIDES 32 TYP.) — INTAKE LOUVER PLENUM CONNECTIONS F WITH BIRD -SCREEN AS APPLICABLE, SEE VARIES PLANS FOR LOCATIONS I I 4" (TYP) FIBERBOARD W/ INSULATION NOTES: 1. FRAME AND PLATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. TYP. SUPPLY FAN DETAIL SCALE: NOT TO SCALE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER WITH ISOLATION BALL VALVES z x Q 00 N � FLOOR SLEEVE W/SEALANT PRESSURE GAUGE. SEE DETAIL FOR MOUNTING. SEE PLAN OR SCHEMATIC FOR RANGE N.C. AIR GAP PTO FLOOR DRAIN TO TRAP PRIMER VALVE REDUCER (TYP.) BALL VALVE DRAIN HOSE CONNECTION FITTING SEE PLAN FOR CONT. 'INCOMING SERVICE 2 INCH AND SMALLER SMALL BACKFLOW PREVENTER DETAIL SCALE: NONE L--! BACKDRAFT DAMPER DIMENSION TO SUIT DAMPER OPERATING CLEARANCES —WALL CONSTRUCTION VARIES —EXHAUST LOUVER WITH BIRDSCREEN VARIES SHEET METAL MOUNTING DUCT SEALANT SELF TAPPING FASTENERS 1" MIN NOTES: 1. MOUNTING DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION FOR 4" STATIC PRESSURE CLASS, REGARDLESS OF OPERATING PRESSURE. 2. DAMPER, DUCT, AND MOUNTING ANGLE SHALL BE CONSTRUCTED OF THE SAME MATERIAL. TYP. EXHAUST DETAIL SCALE: NOT TO SCALE SUCTION PIPE (TYP. OF 2) EX. 5' DIA. WET WELL A a \\ NEW FILLETS d a a + — e� 00 L d d 0 I dp �A PLAN VIEW SECTION VIEW A -A 2" STILLING WELL FOR LEVEL TRANDUCER OF EX. WET WELL WET WELL FILLET DETAIL SCALE: NONE STILLING WELL FOR EL TRANDUCER TION PIPE (TYP. OF 2) I FILLETS 5' DIA. WET WELL No. DATE BY REVISIONS SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: N/A DRAWING SHEET REVISED 60%SUBMITTAL `�•: NIA 168 SPOTNAP ROAD 18 NOT TO BE USED DATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: AM MADISON OFFICE PARK PUMP STATION REPLACEMENT of vyly FOR CONSTRUCTION DRAWN: AMM - 4 Whitman, Requardt & Associates, LLP CHECKED' CEL NOTES AND DETAILS 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 E i 0 N O N C 0 0 w N O O 00 .,::I- 0 0 Q U N 0 NO. I DATE I BY ELECTRICAL LEGEND GENERAL NOTES LIGHTING PCP PUMP CONTROL PANEL 1. INSTALLATION OF ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST 22. CONTRACTOR SHALL COORDINATE ALL WORK RELATED TO ELECTRICAL SERVICE ® LED INDUSTRIAL TYPE LIGHTING FIXTURE VCP VENTILATION CONTROL PANEL EDITION OF THE NATIONAL ELECTRICAL CODE ( NFPA 70),AND ALL WITH UTILITY COMPANY AND OBTAIN APPROVAL BEFORE INSTALLATION. APPLICABLE LOCAL CODES. �P EMERGENCY BATTERY POWERED LIGHTING UNITY INCOMING LINE 2. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE 23. ALL ELECTRICAL EQUIPMENT LOCATED OUTDOORS SHALL HAVE NEMA 4X ENCLOSURE UON. INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND ® LIGHTING FIXTURE TYPE SYMBOL (SEE LIGHTING FIXTURE (2)UTILITY METER STRUCTURAL CONDITIONS. ALL CONDUITS SHALL BE INSTALLED PARALLEL TO 24. ALL 120V CIRCUITS SHALL HAVE SEPARATE NEUTRALS. SCHEDULE ON DRAWING E-4) THE BEAMS AND WALLS. F-Q LED WALL MOUNTED LIGHTING FIXTURE F 3. PROVIDE ALL REQUIRED PULL BOXES AND JUNCTION BOXES FOR 25. ALL TRANSFORMERS WINDINGS AND PANEL BUSSES SHALL BE COPPER. T INSTALLATION OF THE WIRING IN ACCORDANCE WITH THE CONTRACT 26. ALL OUTDOOR UNDERGROUND CONCRETE ENCASED CONDUITS SHALL BE PVC SWITCHES n CASE CIRCUITMBREAIZET ER 3 POLE UNLESS SPECDRAWIIOGS AND NEC THOUGH THE BOXES MAY NOT BE INDICATED ON SCHEDULE 40 UON. NOTED.TRIP PO MAZE. Sx SINGLE POLE SWITCH, 20A, 120, SUBSCRIPT "x" INDICATES 27. ALL OUTDOOR UNDERGROUND DIRECT BURIED CONDUITS SHALL BE PVC LIGHTS CONTROLLED � p 4. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUITS ARE SCHEDULE 80 UON. MS MOTION SENSOR J TRANSFORMER, SIZE AS NOTED ON DRAWING BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS, APPROVED BY THE ENGINEER, MAY BE MADE 28. MINIMUM CONDUIT SIZE SHALL BE 3/4". PC PHOTOCELL p PRIMARY CONNECTED DELTA BY THE CONTRACTOR AT HIS EXPENSE TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. 29. MINIMUM WIRE SIZE SHALL BE #12 AWG. RECEPTACLES Yl SECONDARY CONNECTED DELTA, 5. PROVIDE ALL NECESSARY COMPONENTS REQUIRED FOR MAKING FINAL 30. PROVIDE SYSTEM GROUNDING CONDUCTORS AND EQUIPMENT GROUNDING = NEUTRAL SOLIDLY GROUNDED. CONNECTION OF ALL EQUIPMENT INSTALLED AS PART OF THIS CONTRACT. CONDUCTORS IN ACCORDANCE WITH NEC-250, UON. �C DUPLEX CONVENIENCE RECEPTACLE 20A, 125V AC, SUBSCRIPTG 6. ALL INDICATION AND CONTROL WIRING SHALL BE WIRED TO NUMBERED W INDICATES GFI TYPE, W INDICATES WEATHERPROOF; MOUNT 18" AFF (UON) MANUAL TRANSFER SWITCH 31. ALL DEVICES, RECEPTACLES AND LIGHTS SHALL BE LABELED ON FACE PLATE TERMINAL STRIPS AND IDENTIFIED AS TO START AND END OF RUN. WITH PANEL AND CIRCUIT NUMBER ACCORDING TO THE LATEST EDITION OF SAFETY SWITCHES/BREAKERS/STARTERS CONCRETE ENCASED UNDERGROUND DUCTBANK 7. ALL ELECTRICAL EQUIPMENT INSTALLED AGAINST CONCRETE OR MASONRY NEC WHICH CALLS FOR ALL CIRCUITS TO BE LABELED WITH A UNIQUE DESIGNATOR. WALLS SHALL BE INSTALLED WITH IN A 1 /4" SPACE BETWEEN THE ❑P 60 NON -FUSED DISCONNECT SWITCH, SUBSCRIPT INDICATES AMPACITY EQUIPMENT AND THE MOUNTING SURFACE. SPACERS SHALL BE STAINLESS 32. ALL DRAWINGS ARE PREPARED IN ENGLISH UNITS. WIRE SIZE IS INDICATED IN AND NUMBER OF POLES ELECTRICAL ABBREVIATIONS STEEL, PVC OR NYLON. AMERICAN WIRE GAUGE. ALL CONDUIT SIZES ARE INDUSTRY STANDARD. EP 15 FUSED DISCONNECT SWITCH, SUBSCRIPT INDICATES FUSED SIZE 2, 3 8. ALL JUNCTION AND PULL BOXES SHALL BE LABELED WITH THEIR VOLTAGE 33. PROVIDE 4" HOUSE KEEPING PAD FOR ALL FLOOR MOUNTED EQUIPMENT. NEMA SIZE 1 STARTER UON ABBREV. DESCRIPTION AND USAGE. 34. PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT FOR FUTURE USE. A AMPERES 9. DRAWINGS ARE DIAGRAMMATIC, ACTUAL LOCATION OF EQUIPMENT TO BE SM MANUAL MOTOR STARTER SWITCH WITH OVERLOAD. PROVIDE HOA AS AC ALTERNATING CURRENT DETERMINED IN THE FIELD. NEW EQUIPMENT SHALL FIT INTO AVAILABLE REQUIRED. AFF ABOVE FINISHED FLOOR SPACE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AIC AMPERES INTERRUPTING CAPACITY, (SYM, RMS AMPS) EQUIPMENT WHICH MEETS THE SPACE REQUIREMENTS. EQUIPMENT CONNECTION ATS AUTOMATIC ERSWITCH AWG AMERICAN WIRE GAUGE 10. CONTRACTOR SHALL SUBMIT A LIST OF ALL MAJOR EQUIPMENT AND 02 MOTOR, NUMBER INDICATES HORSEPOWER BCSD BARE COPPER SOFT DRAWN FIXTURES TO THE ENGINEER FOR REVIEW AND APPROVAL. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT THE PERMISSION OF THE H� ELECTRIC UNIT HEATER C CONDUIT ENGINEER IN WRITING. ALL EQUIPMENT SHALL BE NEW AND BEAR THE CB CIRCUIT BREAKER MANUFACTURER'S NAME AND TRADE NAME. ALL EQUIPMENT SHALL BE UL JD Q JUNCTION BOX CKT CIRCUIT LISTED. CT CURRENT TRANSFORMER E❑ Q EQUIPMENT CONNECTION AS NOTED CU COPPER 11. ALL INDOOR CONDUITS SHALL RUN EXPOSED, UON. ALL INDOOR CONDUITS EUH ELECTRIC UNIT HEATER SHALL BE RGS, UON. MOD MOTOR OPERATED DAMPER EWH ELECTRIC WATER HEATER F FUSE 12. THE CIRCUIT NUMBERS ARE FOR IDENTIFICATION PURPOSE ONLY. THE CB-1 CONNECTION BOX FA FRAME AMPS CONTRACTOR IS RESPONSIBLE FOR BALANCING LOADS AND CORRECTLY G GROUND PHASING THE CIRCUITS IN PANELBOARDS. GROUNDING GFI GROUND FAULT INTERRUPTER HOA HAND OFF AUTOMATIC 13. ELECTRICAL REQUIREMENTS FOR MECHANICAL EQUIPMENT ARE BASED ON Q COPPER GROUND ROD, 3/4" DIAMETER X 10'-0" LONG UON HP HORSEPOWER EQUIPMENT SPECIFIED. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL HPS HIGH PRESSURE SODIUM SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLING EQUIPMENT. COPPER GROUND BUS - 1/4" THICK X 12" WIDE X 4"H HV IGB HIGH VOLTAGE INSTRUMENTATION GROUND BAR 14. CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE SETTING SWITCHES. I&C INSTRUMENTATION AND CONTROL INSTALL SWITCHES ON THE LOCK SIDE OF DOORS 4 FEET AFF, UNLESS WIRING JB JUNCTION BOX OTHERWISE NOTED. HPA-1,3,5 KAIC THOUSAND AMPERES INTERRUPTING CAPACITY 15. WHERE ELECTRICAL INSTALLATIONS DEPEND UPON WORK OF OTHER TRADES, BRANCH CIRCUIT HOMERUN TO PANELBOARD. HPA DENOTES TO PANEL KV KILOVOLT THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT NECESSARY HPA AND NUMERALS IDENTIFY CIRCUIT NUMBERS. ARROWS DENOTE NO. KVA KILOVOLT AMPERE INSTRUCTIONS, TEMPLATES, MATERIALS, ETC. ARE PROVIDED AND SUPERVISE OF CIRCUITS. MCB MAIN CIRCUIT BREAKER THE WORK OF THE OTHER TRADES FOR QUALITY AND CODE COMPLIANCE. MGB MAIN GROUND BUS CONDUIT WITH WIRES, 2#12, 1#12G IN 3/4" C. UNLESS OTHERWISE NOTED. MH MOUNTING HEIGHT 16. CONTRACTOR SHALL VISIT THE JOB SITE AND EXAMINE THE EXISTING OR NUMBER OF CONDUCTORS AS REQUIRED. PROVIDE SEPARATE NEUTRALS MIN MLO MINIMUM MAIN LUGS ONLY CONDITIONS THAT MAY AFFECT HIS WORK. FOR ALL SINGLE PHASE CIRCUITS. MOD MOTOR OPERATED DAMPER 17. CONTRACTOR SHALL OBTAIN A WRITTEN PERMISSION FROM THE OWNER TO MTG MOUNTING DEENERGIZE ANY ENERGIZED BUILDING EQUIPMENT OR DISRUPT ANY - - - - - N NEUTRAL COMMUNICATION LINE. OR UNDERGROUND WIRING - DUCTBANK AND DIRECT BURIED AS SPECIFIED NEC NATIONAL ELECTRICAL CODE E ON THE DRAWING NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION 18. DO NOT INSTALL MORE THAN THREE 120V, SINGLE PHASE CIRCUITS IN ONE NFSS NON FUSED SAFETY SWITCH HOMERUN UON. OHE OVERHEAD ELECTRICAL WIRING NC NORMALLY CLOSED NTS NOT TO SCALE 19. NUMBER ADJACENT TO LIGHT, RECEPTACLE OR OTHER DEVICES INDICATE PANELBOARDS OHE OVERHEAD ELECTRICAL WIRING PANEL SERVING THE DEVICE OR EQUIPMENT AND CIRCUIT NUMBER. PROVIDE COMPLETE WIRING IN CONDUIT. P POLE OR POLES ® ELECTRICAL PANELBOARD (240V/12OV, 10, 3W+G) PH PHASE 20. SERIES RATING OF CIRCUIT BREAKERS SHALL NOT BE ALLOWED. ALL RGS RIGID GALVANIZED STEEL PANELS SHALL BE FULLY RATED. ELECTRICAL PANELBOARD (240V/12OV, 30, 4W+G) RMS ROOT MEAN SQUARE MISCELLANEOUS RVSS REDUCE VOLTAGE SOLID STATE STARTER 21. ALL WORK SHOWN ON THE DRAWINGS SHALL BE NEW UNLESS OTHERWISE SPD SURGE PROTECTIVE DEVICE NOTED. SPECIFIC NOTE NUMBER SYMM SYMMETRICAL TA TRIP AMPS 01 FEEDER DESIGNATION, SEE CONDUIT AND CONDUCTOR SCHEDULE FOR SIZE TCU TELEMETRY CONTROL UNIT UON UNLESS OTHERWISE NOTED A SECTION NUMBER V VOLTS OR VOLTAGE VCP VENTILATION CONTROL PANEL XXX DRAWING NUMBER W WATTS W WIRE WCR WITHSTAND RATING A DETAIL NUMBER WP WEATHERPROOF A6.1 DRAWING NUMBER WHERE SHOWN REVISIONS REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: NIA DATE. JAN 2020 DESIGNED: SMC DRAWN: SMC CHECKED- RL PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT DRAWING I SHEET 19 OF E-1 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 GENERAL ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONS 29 El 2 0 N 0 N C r7 N 0 0 w N O O 00 .,::I- Q0 0 0 Q U N 0 Q F-2]EX. UNDERGROUND SERVICE FROM EXISTING POLE TO BUILDING TO \REMAIN UNDISTURBED— _ ACCESS3ROAD O / Lf) I �i STATE Ro Rpq p D (ITE 601 NO. I DATE I BY REVISIONS i ELECTRICAL SITE PLAN SCALE: 1 " = 10' REF: GENERAL NOTES � Lu 1. REFER TO DRAWING E-1 FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. � z � 2. REFER TO DRAWING E-4 FOR SINGLE LINE DIAGRAM. � Q rk 3. ROUTING OF UNDERGROUND CONDUIT TO BE COORDINATED WITH EXISTING I � AND NEW UTILITIES. REFER TO CIVIL DRAWING FOR ALL UNDERGROUND U I UTILITIES. 4. ALL INSTALLATION OF UTILITY SERVICE EQUIPMENT SHALL BE COORDINATED AND INSTALLED PER THE APPROVAL OF THE UTILITY COMPANY, DOMINION ENERGY. Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 6" WIDE PLASTIC ELECTRICAL TAPE, FOR THE FULL LENGTH OF TRENCH TAPE TO BE IMPRINTED WITH WORD "ELECTRIC" AT INTERVALS NOT TO EXCEED 5-0". FINISHED \ GRADES 20$$ NORMAL BACKFILL co __— SAND BACKFILL 07 CONDUITS -QUANTITY AND SIZE AS INDICATED ON SINGLE LINE DIAGRAM AND FEEDER SCHEDULE 3" UNDERGROUND CONDUIT DETAIL SCALE: NTS REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION 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 TO REMAIN AND EXISTING SERVICE TO EXISTING #500 2 STORY BRICK BUILDING ON POLE 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)-1" DIRECT BURIED CONDUIT FOR GRINDER PUMP FEEDER. REFER TO SINGLE LINE DIAGRAM FOR FEEDER REQUIREMENTS. INSTALL CONDUIT PER DETAIL A/E-2. 0 5' 10' 20' SCALE: 1 " = 10' SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: 1"=10' DRAWING SHEET VERT.: NIA 168 SPOTNAP ROAD 20 DATE. JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 DESIGNED: SMC OF DRAWN: SMC MADISON OFFICE PARK PUMP STATION REPLACEMENT E-2 CHECKED RL ELECTRICAL SITE PLAN 29 P� PROJECT NO.- 46480-023 N N I 0 N O N O C 0 w N O O 00 / 0 0 Q U N O A GROUND ROD r r_ Tinr n /Tin \ B 30 I F7-P 2 30 e G PUMP ROOM 101 PP-19,21,23 GRINDER CID 17 — S SD PP-7,9,1 G E-5 GROUND TO REBAR IN CONC FLOOR SLAB PUMP P-2 200 30 Lo 3 s 1 RTABLE GENERATOR --?TO GRINDER CONNECTION I I IN MANHOLE B SERVICE ENTRANCE os B UTILITY METER FUSED DISCONNECT SWITCH CT CABINET UTILITY COMPANY OVERHEAD INCOMING 2"C x 18"LONG SERVICE CABLES FROM EXOTHERMIC FOR OVERHEAD LOCAL UTILTY POLE WELD (TYP.) SERVICE CABLES GRADE LEVEL PLAN - POWER AND GROUNDING SCALE: 1/2" = 1'-0" t a LP-3 GRADE LEVEL PLAN - LIGHTING SCALE: 1 /2" = 1'-0" GROUND ROD ("B TYPE B (iYP.) E-5 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. REFER TO DRAWING E-4 FOR PANEL SCHEDULES. 4. REFER TO DRAWING E-4 FOR LIGHTING FIXTURE SCHEDULE. 5. REFER TO DRAWING E-5 FOR GROUNDING RISER DIAGRAM. 6. ALL CIRCUITS ARE CONNECTED TO PANEL LP, UON. 7. ALL EXTERIOR DISCONNECT SHALL BE NEMA 4X, UON. 8. APPROXIMATE LOCATION OF LIGHTING FIXTURES SHOWN, COORDINATE LIGHTING LAYOUT AND HEIGHT WITH THE FINAL LOCATION OF EQUIPMENT, SEE MECHANICAL DRAWINGS. 9. CONNECT EMERGENCY LIGHTING UNITS TO LINE SIDE OF SWITCH SERVING THAT SPACE. PROVIDE 2#12, 1 #12G - 3/4"C AND MAKE FINAL CONNECTIONS. 10. REFER TO INSTRUMENTATION DRAWINGS FOR EQUIPMENT CONTROL REQUIREMENTS. SPECIFIC NOTES ❑1 REFER TO ELECTRICAL SITE PLAN ON DRAWING E-2 FOR CONTINUATION. �2 LED FIXTURE WITH INTEGRAL PIR MOTION SENSOR AND INTEGRAL PHOTOCELL. �3 LED FIXTURE OPERATED BY LIGHT SWITCH ONLY. ® FLOW METER POWERED FROM SCADA PANEL, REFER TO INSTRUMENTATION DRAWINGS. �5 SEE GROUNDING RISER DIAGRAM FOR ADDITIONAL CONNECTIONS TO GROUND BUS. © THE CONTRACTOR SHALL CONFIRM WITH THE PUMP MANUFACTURER THE ACTUAL QUANTITY AND TYPE OF CONDUCTORS AND CONDUITS REQUIRED BETWEEN THE PACKAGED PUMP SKID AND THE PUMP CONTROL PANEL. ❑7 120V FOR RTU POWER INSIDE PUMP CONTROL PANEL. NO. DATE BY REVISIONS SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: N/A DRAWING SHEET REVISED 60% SUBMITTAL VERT•: N/A 168 SPOTNAP ROAD 21 NOT TO BE USED DATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 FOR CONSTRUCTION DESIGNED: SMC MADISON OFFICE PARK PUMP STATION REPLACEMENT OF vyly DRAWN: SMC E - 3 Whitman, Requardt & Associates, LLP CHECKED- RL GRADE LEVEL POWER, GROUNDING, AND LIGHTING PLANS 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.. 46480-023 E 0 N 0 N C 0 0 w r� N 0 0 00 0 0 Q U N 0 0 00 INCC POLE (48C [21F3 ❑5 I ITII ITV nnAJ11AAIV PUMP NO.1 PUMP NO.2 UNIT HEATER GRINDER P-1 P-2 UH-1 ❑5 (FUTURE 40HP) (FUTURE 40HP) (5KW) NO. I DATE I BY PUMP SKID SINGLE LINE DIAGRAM NOT TO SCALE REF: F0_1 PANEL - PP 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 40 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 1 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 XFMR T (PNL LP) H 3 I 50 5.0 39 40 H 5.0 41 1 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 73.2 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 MLO FED FROM: PANEL PP VIA XFMR T - BREAKER BREAKER KVA CODE ROOM # - LOAD DESCRIPTION POLE POLE ROOM # - LOAD DESCRIPTION CODE KVA POLE TRIP POLE 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 (PUMP CONTROL PANEL) M 1 20 1.9 0.7 1 20 R INTERIOR RECEPTACLES 5 6 SPARE 1 20 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 SPARE 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 4.7 4.7 C-PHASE: 0.7 6.0 H = HEATING 0.0 0.0 THREE-PHASE: 5.9 16.4 K = MISC LOAD 0.0 0.0 25% FUTURE GROWTH: 1.5 4.1 5.9 5.9 TOTAL CONNECTED LOAD: 7.4 20.5 * DEMAND VALUES ARE BASED ON THE LATEST NEC - ARTICLE 220 MAIN BUS SIZING @125% CONNECTED LOAD: 9.2 25.6 ENCLOSURE DIMENSIONS: TOP FED / BOTTOM FED: - DOOR -IN -DOOR COVER: - LIGHTING FIXTURE SCHEDULE FIXTURE LAMPS MAUNFACTURER AND DESCRIPTION MOUNTING VOLTS REMARKS TYPE NO. WATTS TYPE CATALOG NUMBER 4' LED INDUSTRIAL, ENCLOSED AND GASKETED, LIGHTING FIXTURE, ACRYLIC PENDANT LITHONIA LIGHTING A FROSTE LENS, MEDIUM DISTRIBUTION, 8'-0" 1 69 LED FEM-L48-8000LM-LPAFL- 120 MVOLT-40K-90CR1 8000 LUMENS, 4000K, 90 CRI LED WALL MOUNTED ENCLOSED AND GASKETED, LIGHTING FIXTURE, TEMPER WALL LITHONIA LIGHTING PROVIDE INTEGRAL PHOTOCELL AND B 1 72 LED TWH LED-20C-1- 120 GLASS LENS, MEDIUM DISTRIBUTION, 8'-0" MOTION SENSOR, UON. T3M-MVOLT-PE 6983 LUMENS, 4000K, 70 CRI LED EMERGENCY, ENCLOSED AND GASKETED, LIGHTING FIXTURE, WALL LITHONIA LIGHTING C POLYCARBONATE CLEAR HOUSING 1 20 LED 120 7, 6„ INDX654 LP05VS-PREM LENS, NICKEL-CADIUM BATTERY, SELF DIAGNOSTIC, NEMA 4X ENCLOSURE REVISIONS Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N f A DATE: JAN 2020 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 BY AND INSTALLED BY THE UTILITY COMPANY. �5 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. O1 OVERHEAD UTILITY COMPANY CABLES BY UTILITY COMPANY. O2 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# 10, 1 # 10G IN 3/4"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 �, E-4 p 0 N 0 N C Ln 0 i 0 w N 0 0 00 / 0 0 Q U N 0 I 0 00 / p HED GRADE 2" tl SECTION 14" PLAN - COVER REMOVED FINISHED GRADE 24" n 4" SECTION B GROUND ROD TYPE "B" DETAIL E-5 NOT TO SCALE GROUND ROD TYPE "A" DETAIL NOT TO SCALE NOTES (FOR GROUND ROD TYPE "A" ONLY) 1❑ 3/4" DIAMETER GROUND ROD 10'-0" LONG, COPPER CLAD, STEEL ❑2 EXOTHERMIC WELD �3 #4/0 GROUNDING CONDUCTOR, BARE COPPER ® 14" x 14" PRECAST CONCRETE BOX a COVER, TRAFFIC RATED © GRAVEL OR CRUSHED STONE #4 INSULATED COPPER CONDUCTOR IN 1 " C (TYP. FOR EACH EQUIPMENT SHOWN UON)- C 5" x 1 /4" COPPER E-5 GROUND BUS NOTES (FOR GROUND ROD TYPE "B" ONLY) 0 3/4" DIAMETER GROUND ROD 10'-0" LONG, COPPER CLAD, STEEL 0 EXOTHERMIC WELD #4/0 GROUNDING CONDUCTOR, BARE COPPER (TYP. FOR 2) PANEL A SERVICE PUMP PP I I P LP ANEL I X T R GRINDER SCAPANDL I DISCONNECT CONTROL SWITCHI PANE PANELBOARD PANELBOARD BREAKER (SIZE PER PANEL SCHEDULE) JUNCTION BOX 2# 12,1 # 12G-3/4"C (LOCATE NEAR PANELBOARD) #4/0 BARE COPPER CONDUCTOR DIRECT BURIED (TYP.) GROUNDING RISER DIA 2# 12,1 # 12G-3/4"C 2# 12,1 # 12G-3/4"C NEMA 4X ENCLOSURE 30A 30A NON FUSED NON -FUSED SAFETY SAFETY SWITCH SWITCH M INDOOR UNIT 4# 16 IN 3/4"C (CONTROL WIRING) M OUTDOOR UNIT DUCTLESS SPLIT HEAT PUMP E SYSTEM e WIRING DIAGRAM E-5 SCALE: NOT TO SCALE NOTE: COORDINATE WIRING REQUIREMENTS WITH ACTUAL EQUIPMENT SELECTED. SOME MANUFACTURERS REQUIRE MAIN POWER TO THE OUTDOOR UNIT WITH THE INDOOR UNIT FED FROM THE OUTDOOR UNIT. NOT TO SCALE INK n G #4/0 BARE COPPER CONDUCTOR DIRECT BURIED GRAM F1121 UTILITY COMPANY METER BOXES TO BE MOUNTED BY CONTRACTOR AT UTILITY COMPANY APPROVED OUTSIDE LOCATION C/T CABINET COVER, METER DEPARTMENT UPON VERIFICATION OF LOCKS/TABS, WARNING SIGN IS TO BE APPLIED TO CABINET COVER IN% I•J PUMPS P-1 & P-2 #4/0 GROUND LOOP BARE CONDUCTOR TO INCOMING WATER PIPE GROUND BUS DETAIL NOT TO SCALE NOTES (FOR GROUND BUS DETAIL ONLY) FAI COPPER BUS BAR (5" x 1 /4" THICK), LENGTH AS REQUIRED. © STANDOFF INSULATOR © COPPER HEX BOLT FD COPPER LOCK WASHER 0 COPPER FLAT WASHER a EXPANSION INSERT C/T CABINET/ METER ENCLOSURE DETAIL F3_1 NOT TO SCALE * MINIMUM MOUNTING HEIGHT FROM BOTTOM OF CT CABINET AND METER ENCLOSURE TO GRADE = 3'-6". CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR LATEST STANDARDS PRIOR TO SUBMITTING SHOP DRAWING. NOTES FOR CT COMPARTMENT 1. CABINET SHALL BE MADE MIN. 12 GAUGE GALVANIZED METAL. CABINET SHALL BE MOUNTED WITH LONG DIMENSION IN DIRECTION OF CABLE PULL. COVER SHALL BE REMOVABLE, SEALABLE AND LOCKABLE (TAB WITH 1 /4" HOLE TO ALLOW BREAK -AWAY LOCK.) TWO TABS REQUIRED AT OPPOSITE ENDS FOR FLUSH MOUNTED COVERS. 2. LINE AND LOAD ENTRANCE CABLES SHALL BE GROUPED OPPOSITE ENDS OF CABINET. 3. LOAD SIDE CONDUCTORS TO BE GIVEN (1) COMPLETE WRAP INSIDE CT CABINET FOR UTILITY COMPANY MAKEUP PURPOSES. 4. METER ENCLOSURE SHALL BE LOCATED MIN. OF 6" AND MAX OF 50 WIRE FEET FROM CT CABINET. BOTTOM OF CT AND METER ENCLOSURE SHALL BE MIN. OF 3'-6" ABOVE GRADE. DISTANCE TO THE CENTER OF METER ENCLOSURE SHALL BE MAX OF 5-0" ABOVE GRADE. AND, TOP OF CT BOX SHALL BE MAX 7'-0" ABOVE GRADE. 5. A 6" MIN. SEPARATION SHALL BE MAINTAINED BETWEEN SERVICE ENTRANCE EQUIPMENT AND ALL OTHER GROUNDED EQUIPMENT. 6. WHERE LINE, LOAD OR METER CONDUITS ARE TO ENTER BACK OF CT CABINET, THEY WILL ENTER AT THE TOP OF BACK. 7. 1-1/4" RIGID CONDUIT SHOULD BE RUN BETWEEN THE METERING ENCLOSURE & THE CT COMPARTMENT. 8. COORDINATE WITH UTILITY COMPANY AND OBTAIN APPROVAL. REINFORCING STEEL CONCRETE WALL GENERAL NOTES 1. SEE DRAWING E-1 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. SPECIFIC NOTES ALL GROUNDING MATERIAL SHALL BE UL LISTED. ALL CONNECTIONS TO GROUNDING BUS SHALL BE DONE BY IRREVERSIBLE COMPRESSION TYPE, UL LISTED CONNECTION ON GROUND BUS. a PROVIDE CT CABINET ACCORDING TO LATEST REQUIREMENTS OF UTILITY COMPANY. ® COORDINATE WITH MANUFACTURER FOR MANUFACTURER SPECIFIC WIRING REQUIREMENTS. 4" v v D ELEVATION METAL ROD WELDED TO REINFORCING STEEL. EXTENDED END MAY BE BENT AS SHOWN OR STRAIGHT TO SUIT GROUNDING CONNECTION. SIMILAR METHOD CAN BE USED FOR REINFORCING STEEL (OR MESH) IN FLOOR SLAB DETAIL -METHOD FOR GROUNDING OF REINFORCING STEEL NOT TO SCALE NO. DATE BY REVISIONS SCAE. N/A ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: DRAWING SHEET REVISED 60% SUBMITTAL `ERT.: NfA 168 SPOTNAP ROAD 23 NOT TO BE USED DATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 FOR CONSTRUCTION DESIGNED: SMC MADISON OFFICE PARK PUMP STATION REPLACEMENT OF vyli DRAWN: SMC E - 5 Whitman, Requardt & Associates, LLP CHECKED- RL NOTES AND DETAILS 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 00 N I O N O N O r� 0 D O I N O O 00 0 0 Q U N O I 0 00 GENERAL NOTES 1. SEE ELECTRICAL DRAWINGS FOR POWER DISTRIBUTION, DISCONNECT REQUIREMENTS, EQUIPMENT LOCATIONS AND FEEDER REQUIREMENTS. 2. MOTOR STARTER ELEMENTARIES SHOWN ARE INTENDED TO DEPICT THE GENERAL CONTROLS REQUIREMENT FOR THAT PARTICULAR PIECE OF EQUIPMENT AND DO NOT NECESSARILY INDICATE ALL THE REQUIREMENTS OF THE MOTOR STARTER. 3. SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR MOTOR STARTER REQUIREMENTS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT LOCATIONS AND POWER REQUIREMENTS. CONTRACTOR SHALL COORDINATE EQUIPMENT LOCATIONS SUCH AS NOT TO CAUSE INTERFERENCE WITH NEW AND/OR EXISTING EQUIPMENT. 4. ENCLOSURE DIMENSIONS SHOWN ARE MINIMUM REQUIREMENTS. ENCLOSURES SHALL BE SIZED TO ACCOMMODATE EQUIPMENT, CONTROLS AND COMPONENTS AS SHOWN, SPECIFIED AND REQUIRED FOR AN OPERABLE SYSTEM. 5. CIRCUITS SHOWN SHALL BE INSTALLED IN CONDUIT SIZES AS INDICATED IN THE GENERAL CIRCUIT/CONDUIT TAG IDENTIFICATION SCHEDULE. 6. ALL PENETRATIONS THROUGH SOLID CONCRETE STRUCTURES WHERE SLEEVES HAVE NOT BEEN PROVIDED SHALL BE CORE DRILLED AND SIZED TO ACCEPT MECHANICAL LINK SEALS. THROUGH FIRE RATED WALLS, CORE HOLES AND SEAL AROUND CONDUIT WITH NON -SHRINK GROUT. 7. DISCRETE OUTPUTS SHALL BE PROVIDED WITH INTERPOSING RELAYS COMPATIBLE FOR USE WITH PLC OUTPUTS. 8. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL CONDITIONS. EXPOSED CONDUITS ABOVE SUSPENDED CEILINGS AND FURRED WALLS SHALL BE INSTALLED PARALLEL TO THE BEAMS AND WALLS. 9. PROVIDE ALL REQUIRED PULL BOXES AND JUNCTION BOXES FOR INSTALLATION OF THE WIRING IN ACCORDANCE WITH CONTRACT SPECIFICATIONS THOUGH THE BOXES MAY NOT BE INDICATED ON THE DRAWINGS. 10. ALL INDICATION AND CONTROL WIRING IN JUNCTION BOXES SHALL BE WIRED TO NUMBERED TERMINAL STRIPS AND IDENTIFIED AS TO START AND END OF RUN. 11. AREAS DESIGNATED AS HAZARDOUS LOCATIONS ARE SPECIFIED AND/OR SHOWN ON THE CONTRACT DRAWINGS. WORK INSTALLED IN AREAS DESIGNATED AS CLASS I, GROUP D, DIVISION 1 OR CLASS I, GROUP D, DIVISION 2 HAZARDOUS LOCATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 500 OF THE NATIONAL ELECTRIC CODE. REFER TO "E" AND "M" DRAWINGS FOR ADDITIONAL INFORMATION ON AREA CLASSIFICATIONS. 12. CABLE AND CONDUCTOR REQUIREMENTS VARY BETWEEN DIFFERENT MANUFACTURERS OF EQUIPMENT AND INSTRUMENTATION. CONTRACTOR SHALL VERIFY MANUFACTURERS REQUIREMENTS AND PROVIDE CONDUIT AND CABLES AS REQUIRED. 13. ALL CONTROL WIRING SHALL CONFORM TO THE FOLLOWING TABLE: 1 LINE AND LOAD CIRCUITS (AC OR BLACK #14 AWG (MIN) STRANDED DC POWER) 2 NEUTRAL WHITE #14 AWG (MIN) STRANDED 3 AC CONTROL CIRCUITS RED #16 AWG (MIN) STRANDED 4 DC CONTROL CIRCUITS (+) BLUE #16 AWG (MIN) STRANDED 5 DC CONTROL CIRCUITS (-) BLUE/BLACK #16 AWG (MIN) STRANDED INTERLOCK CONTROL CIRCUITS ON 6 THE PANEL ENERGIZED FROM YELLOW #16 AWG (MIN) STRANDED EXTERNAL SOURCE 7 EQUIPMENT GROUNDING GREEN #16 AWG (MIN) STRANDED CONDUCTORS 8 ANALOG SIGNALS TWISTED SHIELDED BLACK/RED #18 AWG (MIN) STRANDED PAIR NO. I DATE I BY REVISIONS ABBREVIATIONS Al = ANALOG INPUT AMP = AMPERE AO = ANALOG OUTPUT AUTO = AUTOMATIC AUX = AUXILIARY ATS = AUTOMATIC TRANSFER SWITCH COMM = COMMUNICATION CP = CONTROL PANEL CPT = CONTROL POWER TRANSFORMER CR = CONTROL RELAY DI = DISCRETE INPUT DO = DISCRETE OUTPUT DPDT = DOUBLE POLE -DOUBLE THROW DV = DISCHARGE VALVE EF = EXHAUST FAN E-NET = ETHERNET E-STOP = EMERGENCY STOP ETM = ELAPSE TIME METER FM = FLOW METER F-STAT = FREEZE-STAT GFI = GROUND FAULT INTERRUPTER GND = GROUND HMI = HUMAN MACHINE INTERFACE HOA = HAND -OFF -AUTO 1/0 = INPUT/OUTPUT ISB = INTRINSICALLY SAFE BARRIER ISR = INTRINSICALLY SAFE RELAY J-BOX = JUNCTION BOX L = LINE L/R = LOCAL/REMOTE LS = LIMIT SWITCH MAX = MAXIMUM MFR = MANUFACTURER MIN = MINIMUM MMS = MANUAL MOTOR STARTER MOD = MOTOR OPERATED DAMPER MPR = MOTOR PROTECTION RELAY MTS = MANUAL TRANSFER SWITCH N = NEUTRAL NC = NORMALLY CLOSED NEMA = NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION NO = NORMALLY OPEN NTS = NOT TO SCALE OIT = OPERATOR INTERFACE TERMINAL OL = OVERLOAD OTR = OVER TEMPERATURE RELAY PCP = PUMP CONTROL PANEL PIO = POINT 1/0 PLC = PROGRAMMABLE LOGIC CONTROLLER PS = POWER SUPPLY PSCP = PUMP STATION CONTROL PANEL PSI = POUNDS PER SQUARE INCH PVCC = PVC COATED QTY = QUANTITY RCT = REPEAT CYCLE TIMER RGS = RIGID GALVANIZED STEEL RIO = REMOTE 1/0 SCADA = SUPERVISORY CONTROL AND DATA ACQUISTION SFR = SEAL FAIL RELAY SPD = SURGE PROTECTIVE DEVICE TEMP = TEMPERATURE TR = TIMING RELAY TSP = TWISTED SHIELDED PAIR TST = TWISTED SHIELDED TRIAD T-STAT = THERMOSTAT TVSS = TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP = TYPICAL UON = UNLESS OTHERWISE NOTED UPS = UNINTERRUPTIBLE POWER SUPPLY VAC = VOLTS/ALTERNATING CURRENT VDC = VOLTS/DIRECT CURRENT Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 INSTRUMENTATION IDENTIFICATION SCHEDULE FIRST LETTER SUCCEEDING LETTER VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS ALARM AUTOMATIC B BREAKER USER'S CHOICE BYPASS C COMMUNICATIONS USER'S CHOICE CONTROL D DENSITY DIFFERENTIAL OPEN OR START E VOLTAGE (EMF) PRIMARY ELEMENT SENSOR F FLOW RATE RATIO FAI L FAI L FAI L G GAUGING GALSS GATE LOCAL/MANUAL/HAND H HAND HIGH OR OPEN I CURRENT INDICATE INTERMEDIATE J POWER SCAN K TIME TIME RATE L LEVEL LIGHT CONTROL STATION LOW OR CLOSE M MOTOR MOMENTARY MOTOR MIDDLE N TORQUE INPUT FORWARD ON OR OPERATE 0 OFF OVERLOAD P PRESSURE PNEUMATIC POINT (TEST) POSITION Q QUANTITY OR EVENT TOTALIZE EMERGENCY/ABNORMAL R RADIOACTIVITY RECORD OR PRINT REMOTE RUN S SPEED OR FREQUENCY SUM SWITCH SWITCH STOP T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VARIABLE OR VISCOSITY VALVE OR DAMPER VFD/VALVE W WEIGHT OR FORCE WELL X MOD. LIGHT OR VALVE UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y INTERLOCK RELAY OR COMPUTE RESET Z POSITION DRIVE OR ACTUATOR REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION INSTRUMENT, EQUIPMENT AND CONTROL DEVICE EXAMPLES FE = FLOW ELEMENT TSH = TEMPERATURE SWITCH HIGH FIT = FLOW INDICATING TRANSMITTER ZSC = POSITION SWITCH CLOSED PE = PRESSURE ELEMENT ZSO = POSITION SWITCH OPEN PIT = PRESSURE INDICATING TRANSMITTER FS = FLOW SWITCH PI = PRESSURE INDICATOR LSL = LEVEL SWITCH LOW PSH = PRESSURE SWITCH HIGH LSH = LEVEL SWITCH HIGH SCALE: HORIZ: VERT.: NONE NONE DATE: JAN 2020 DESIGNED: HA DRAWN: HA CHECKED- CHECKED PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT GENERAL INSTRUMENTATION NOTES AND ABBREVIATIONS DRAWING SHEET 24 OF I-1 29 p N I 0 N 0 N C r� N 0 I N 0 0 00 0 0 Q U N 0 I 0 00 ELEMENTARY WIRING SYMBOLS PLAN SYMBOLS CRXX CR CONTROL RELAY O O INTRINSICALLY SAFE BARRIER ABC FIELD MOUNTED DEVICE/INSTRUMENT TAG CONTROL ENCLOSURE O 101 101 El JUNCTION BOX �X� NORMALLY OPEN CONTACT MMS MANUAL MOTOR STARTER � OH THERMOSTAT, HIGH TEMP. XXX °�p WITH OVERLOAD AND NORMALLY CLOSED CONTACT SELECTOR SWITCH HOME RUN CONDUIT/CABLE TRXX OF FREEZESTAT TR TIMING RELAY �.! OVERLOAD C-X NORMALLY OPEN TIMED © GROUND M MOTOR � CONDUIT TAG. SEE TAG IDENTIFICATION SCHEDULE o�o _ CLOSED CONTACT O-r6 NORMALLY CLOSE CONTACT SOV SOLENOID VALVE MOD MOTOR OPERATED DAMPER J� TIMED OPEN ETM ELAPSED TIME METER ® FUSE 0 0 CIRCUIT BREAKER1 CONTROL POWER TRANSFORMER —a*-Q— SELECTOR SWITCH X00 X00= REPRESENT THE NUMBER OF NEW CONTROL WIRING SWITCH POSITIONS ----- NEW FIELD CONTROL WIRING PUSH BUTTON, NORMALLY OPEN -_____- COMMUNICATION SIGNAL Q -Q PUSH BUTTON, NORMALLY CLOSED pEMERGENCY STOP PUSH BUTTON, NORMALLY OPEN QT-Q EMERGENCY STOP PUSH BUTTON, NORMALLY CLOSED PUSH -TO -TEST PILOT LIGHT ''--jW R=RED, G=GREEN, A=AMBER, W=WHITE �o PLC OUTPUT VIA INTERPOSING RELAY M MOTOR MOD MOTOR OPERATED DAMPER FO-1 TERMINAL BLOCK o e THERMOSTAT, CLOSE ON RISING/TEMPERATURE O-e THERMOSTAT, OPEN ON RISING/TEMPERATURE �o LIMIT SWITCH, NORMALLY OPEN 0Q0 LIMIT SWITCH, NORMALLY CLOSED 09 FLOAT SWITCH, NORMALLY OPEN FLOAT SWITCH, NORMALLY CLOSED PRESSURE SWITCH, NORMALLY d CLOSED, PRESSURE OPEN o�o PRESSURE SWITCH, NORMALLY OPEN, PRESSURE CLOSE NO. I DATE I BY I REVISIONS Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 GENERAL CIRCUIT/CONDUIT TAG IDENTIFICATION TAG CONDUIT SIZE CONDUCTORS NOTES 3/4" (X=2 THRU 18) C-X (Y) 1" (X=19 THRU 30) X-#14, 1-#14G (Y) DENOTES ADDITIONAL SPARES 2" (X=31 THRU 100) 3/4" (X=2 THRU 14) P-X (Y) 1" (X=15 THRU 24) X-#12, 1-#12G (Y) DENOTES ADDITIONAL SPARES 2" (X=25 THRU 80) 3/4" (X=1 THRU 4) RTD-X (Y) 1" (X=2 THRU 7) X-#14 SHIELDED PAIR (Y) DENOTES ADDITIONAL SPARES 1 1/2" (X=8 THRU 14) 3/4" (X=1,2) TSP-X (Y) 1" (X=3,4) X-#18 TWISTED SHIELDED PAIR (Y) DENOTES ADDITIONAL SPARES 2" (X=5 THRU 16) 3/4" (X=1,2) TST-X (Y) 1" (X=3,4) X-#18 TWISTED SHIELDED TRIAD (Y) DENOTES ADDITIONAL SPARES 2" (X=5 THRU 16) ETH-X (Y) 1" (X=1 THRU 4) X-# OF CAT6 CABLES (Y) DENOTES ADDITIONAL SPARES COORDINATE CONDUIT AND INSTALLATION FO-X 1" (X=2-12) X-# OF MULTIMODE FIBER REQUIREMENTS WITH F.O. CABLE 2" (X=12-48) OPTIC STRANDS MANUFACTURER'S CABLE SIZE AND BEND RADIUS REQUIREMENTS. CABLE AS PROVIDED OR RECOMMENDED BY M-X CONDUIT SIZE AS REQUIRED X-MANUFACTURER SUPPLIED EQUIPMENT MANUFACTURER. COORDINATE CABLE CONDUIT AND INSTALLATION REQUIREMENTS WITH MANUFACTURER. AC-X (Y) 1" (X=1,2) X-ANTENNA CABLE (Y) DENOTES ADDITIONAL SPARES TOTAL CONDUCTORS REQUIRED = X + Y REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: VERT.: NONE NONE DATE: JAN 2020 DESIGNED: HA DRAWN: HA CHECKED- CHECKED PROJECT NO.- 46480-023 ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT LEGENDS, SYMBOLS, AND ABBREVIATIONS DRAWING SHEET 25 OF I-2 29 p 0 ro N 0 0 00 0 0 Q N 0 NO. I DATE I BY REVISIONS REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: N/A VERT.: N/A DATE: JAN 2020 DESIGNED: SMC DRAWN: SMC CHECKED- RL PROJECT NO.- 46480-023 GENERAL NOTES 1. SEE 1/0 LIST FOR REQUIRED 1/0. 2. ALL CONDUITS/CONDUCTORS ARE ROUTED TO THE PUMP CONTROL/RTU PANEL U.O.N. 3. ALL INSTRUMENTATION AND CONTROL WIRING IN JUNCTION BOXES SHALL BE WIRED TO NUMBERED TERMINAL STRIPS AND IDENTIFIED AS TO START AND END OF RUN. 4. ELECTRICAL ENCLOSURES LOCATED OUTDOORS AND INDOORS IN WET AND DAMP LOCATIONS SHALL BE WEATHERPROOF NEMA 4X STAINLESS STEEL 316 U.O.N. 5. THE CONTRACTOR SHALL CONFIRM WITH THE PUMP MANUFACTURER THE ACTUAL QUANTITY AND TYPE OF CONDUCTORS AND CONDUITS REQUIRED BETWEEN THE PACKAGED PUMP SKID AND THE PUMP CONTROL PANEL. 6. REFER TO "E" DRAWINGS FOR ADDITIONAL CONDUIT AND WIRING REQUIREMENTS. 7. INSTALLATION OF CONDUIT, CONDUCTORS, AND OTHER ELECTRICAL MATERIAL SHALL BE IN ACCORDANCE WITH ELECTRICAL REQUIREMENTS U.O.N. 8. ALL CONTROL CONDUCTORS SHALL BE STRANDED COPPER. 9. ALL CONTROL CONDUCTORS SHALL BE RUN CONTINUOUSLY FROM DEVICE TO TERMINAL BLOCK WITHOUT SPLICES. SPECIFIC NOTES 1❑ INSTALL MAGNETIC SWITCH ON ACTIVE DOOR LEAF. ❑2 SEE T' DETAIL SHEET FOR FLOW METER INSTALLATION DETAIL. �3 TO FLOAT SWITCH JUNCTION BOX. ® SEE "I" DETAIL SHEET �5 LOCATED IN WET WELL. REFER TO "M" DRAWINGS FOR ELEVATIONS AND SETPOINTS. © PUMP DISCHARGE CHECK VALVE SWITCH SUPPLIED BY PUMP MANUFACTURER. TYPICAL FOR TWO PUMPS. ❑7 VACUUM PUMP. SUPPLIED BY PUMP MANUFACTURER. TYPICAL FOR TWO PUMPS. ® EXTERNAL HIGH WATER ALARM LIGHT 9❑ PROVIDED BY PUMP MANUFACTURER 10 SOLENOID VALVE. SUPPLIED BY PUMP MANUFACTURER. TYPICAL FOR TWO PUMPS.. F111 WALL MOUNTED NEMA 12 JUNCTION BOX. MINIMUM DIMENSIONS 12"H X 12"D X 6"D. 12 ROUTE TRANSDUCER CABLE TO PANEL WITH NO SPLICES OR FIELD TERMINATIONS. ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT DRAWING SHEET 26 OF 1-3 Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 INSTRUMENTATION AND CONTROL PLAN r� N I O N 0 N C 0 I N O O 00 0 0 Q U N O I 0 00 4- 0120 VAC, L1 b- 60 Hz FROM PANEL LP N G L1 = ❑5 DOOR SWITCH C° SS-1 5 CONTROL POWER ON OFF ----4�� XO L2 �- CRHWA LINE L1 N 1 LINE II G SPD G II LOAD L2 N2 LOAD CR�PA �(K1 FLOW ❑1 -- + INDICATING - -- 4-20mA TRANSMITTER MANUFACTURERS CABLE FLOW TO (�� �� — I I ELEMENT PLC" �� ���--� L --- FE ❑1 ❑7 24 VDC 24 VDC REDUNDANCY 24v FLT oB P/S1 P/S2 MODULE UPS IN OUT B +24V + — P/S PLC G �E-E-E-E OIT NIIN —24V —5 1/0 POINTS (TYP.) E-E-E-1 + ® CELLULAR NETWORK ADAPjq®INLINE SURGE SUPPRESSOR- E-EJ CAT 5 CABLE (TYP.) I ® ANTENNA CABLE--/ +1 ENET — T Tm T SWITCH TO PLC m LE-E-E L �y I I~ TO OIT E-E-E-E m E-Ern LE-E-E-E-E-EJ PROVIDE 1 SPARE ETHERNET PORT AT MINIMUM If N N CONVENIENCE GFCI RECEPTACLE = CRPA - CONTROL POWER AVAILABLE TO PLC CONTROL POWER AVAILABLE EXTERIOR HIGH WATER ALARM LIGHT FLOW SIGNAL UPS FAULT TO PLC —UPS ON BATTERY TO PLC UPS BATTERY CHARGING TO PLC CELLULAR ❑2 ANTENNA --BULKHEAD MOUNTED PROGRAMMING PORT LOCATED ON ENCLOSURE DOOR —24V +24V TO PLC PLC —DO (STATION ALARM) CRSA RTU CONTROL DIAGRAM NO SCALE TRANSDUCER I I 4-20mA r (WET WELL LEVEL) LT ❑1 STATION PLC -DO ALARM RESET CRSA CR (ALARM RESET) _ STATION DOOR ❑1 NTRUSION SWITCH PHASE MONITOR 1❑ RELAY CRLSHH PLC —DO (HIGH WATER) CRHLF PLC —DO (PUMP 1 START/STOP) PLC —DO (PUMP 2 START/STOP) GRINDER © I I RUNNING I H—o---d F --- cl--� I I I GRINDER I I FAULT I -I--®----I F--- cl--1— L- - - - - - - J CRBI CR CRPF CR CRHLF CRHWA CR ON CRP2S CR CRGR CR CRGF CR CRRG CR —24V WET WELL LEVEL STATION ALARM RELAY STATION ALARM = CRBI — BUILDING INTRUSION TO PLC CRPF — 3 PHASE POWER FAIL TO PLC CRHLF — WET WELL HIGH LEVEL FLOAT TO PLC HIGH WATER ALARM RELAY PUMP 1 START RELAY PUMP 2 START RELAY �CRGR —GRINDER —E'RUNNWG TO PLC N2 O =CRGF — GRINDER FAULT TO PLC N3 O N9 %O PUMP 1 ETM J (TYP.) PROGRAMMING PORT CRRG —RAIN GAUGE TO PLC (FUTURE) CRRG —RAIN GAUGE TO PLC (FUTURE) NEMA 12 ENCLOSURE N1 n n � NAME PLATE LEGEND T N4 O GENERAL NOTES 1. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS 2. SEE LAYOUT PLANS AND 1/0 LIST FOR REQUIRED 1/0. SPECIFIC NOTES ❑1 FIELD MOUNTED DEVICE. SEE LAYOUT DRAWINGS FOR LOCATION. ❑2 CELLULAR ANTENNA MOUNTED ON BUILDING EXTERIOR WALL. SEE "I" DETAIL SHEET ❑3 REFER TO "E" DRAWINGS FOR CIRCUIT BREAKER AND FEEDER INFORMATION ® CELLULAR NETWORK ADAPTOR, ANTENNA CABLE AND INLINE SURGE PROTECTOR PROVIDED BY ACSA. CONSULT WITH ACSA FOR SPACE, LOCATION AND MOUNTING REQUIREMENTS. ❑5 PROVIDE PERMANENT LABEL AT CIRCUIT BREAKER/FUSE WITH COMPONENT NAME, AMP RATING AND EQUIPMENT BEING FED © LOCATED IN CHANNEL GRINDER CONTROL PANEL 0 SEE "I" DETAIL SHEET N10 0 3 POINT, 3/4 TURN LOCKABLE LATCHING MECHANISM N1 ALBEMARLE COUNTY SERVICE AUTHORITY MADISON PS PUMP CONTROL RTU PANEL N2 STATION ALARM N3 ALARM RESET N4 CONTROL POWER AVAILABLE N5 CONTROL POWER - ON/OFF N6 FLOATS ACTIVATED N7 FLOAT BACKUP PUMP FAIL N8 FLOAT RESET N9 PUMP 1 - HAND/OFF/AUTO N10 PUMP 2 - HAND/OFF/AUTO N11 VACUUM PUMPS - ON DEMAND/CONSTANT PRIME ENCLOSURE DOOR LAYOUT (PARTIAL) NO SCALE No. DATE BY REVISIONS SCAE. NONE ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET HORIZ: �,•; NONE 168 SPOTNAP ROAD REVISED 60%SUBMITTAL JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 27 VYTV NOT TO BE USED oATE: FOR CONSTRUCTION DESIGNED: HA MADISON OFFICE PARK PUMP STATION REPLACEMENT of DRAWN: 1-4 Whitman, Requardt & Associates, LLP CHECKED- CHECKED PUMP CONTROL/ RTU PANEL 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT N0.• 46480-023 Zz N i 0 N 0 N 0 0 Ln CD O O 00 0 0 Q U N O I 0 00 p ❑5 480 VAC, 30, 60 Hz FROM PANEL PP ❑5 1Z- 60 H-z PAI L1 L2 L3 G ❑2 2 OL PUMP 2 I M I OL PUMP 1 I I M VACUUM PUMP 1 PRIMING SOLENOID VALVE 1 TIMER PRIMING SOLENOID VALVE 1 VACUUM PUMP 2 PRIMING SOLENOID VALVE 2 TIMER PRIMING SOLENOID VALVE 2 POWER FAIL RECYCLE TIMER SONIC START MODULE 1 (PRIME DETECTION) PUMP 1 CHECK VALVE OPEN TIMER VACUUM PUMP 1 CONTACTOR ELAPSED TIME METER PUMP 1 MOTOR PUMP 1 STARTER M 1 RUNNING PUMP 1 � TO PLC CRF1 — PUMP 1 PRIME/PUMP FAIL TO PLC L3 FROM SS4 N L3 —— FROM SS4 N GENERAL NOTES I PUMP 2 ---❑3—j 1. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS I SONIC START I I ST2 I SSM2 2. SEE LAYOUT PLANS AND 1/0 LIST FOR REQUIRED I/0. 1 1 G 2 I SONIC START CR MODULE 2 I � i I (PRIME DETECTION) -------I CVLS2�3� TRCV02 PUMP 2 CHECK SPECIFIC NOTES SOFF I TR VALVE OPEN TIMER ❑1 PUMP 1 DIAGRAM SHOWN. TYPICAL FOR PUMP 2 CRP2S HAND\ AUTO SSM2 SSM2 TRCV02 VC2 R VACUUM PUMP 2 ❑2 PROVIDE PERMANENT LABEL AT CIRCUIT BREAKER WITH COMPONENT FROM FCSR OOX CONTACTOR NAME, AMP RATING AND EQUIPMENT BEING FED N.C.T.O. ELAPSED TIME B B i ETM2 METER PUMP 2 ❑3 FIELD DEVICE SUPPLIED BY PUMP MANUFACTURER. SSM2 TRCV02 i0L MOTOR PUMP 2 M2 STARTER M2 RUNNING ® PROVIDE VACUUM PUMP WITH INTERNAL THERMAL PROTECTION WITH PUMP 2 � TO PLC AUTOMATIC RESET N.C.T.O. ❑5 REFER TO E DRAWINGS FOR CIRCUIT BREAKER AND FEEDER 1700 ; INFORMATION OOX PUMP 2 IN AUTO TO PLC TRCV02 CRF2 :OL CRF2 -PUMP 2 CR I PRIME/PUMP FAIL TO PLC CRLSL ---i I-- CRLSH 1 ---i �-- CRLSH2 CRLSHH FLOAT RESET 5 CRF1 CRF2 CRFCA CRBPF PUMP CONTROL DIAGRAM NO SCALE 191294 0:3:001 I � ❑3 I LSHH ISBR-4 I � ❑3 I LSH2 ISBR-3 I � ❑3 I LSH1___� ISBR-2 I � ❑3 I L-- LSL___J ISBR-1 I � ❑3 I LSLL___ FLOAT CONTROL SMART RELAY L1 (FCSR) N ALL PUMP STOP Cl- Q LEAD PUMP START Z LAG PUMP START cl-� Q n Z HIGH WATER TRANSFER o_ I W FLOAT RESET o O U T U Q PUMP 1 FAIL CL-Q� � `L Z PUMP 2 FAIL CRLSHH CR CRLSH2 CRLSH2 - LAG CR PUMP START (FLOAT) TO PLC CRLSH 1 CRLSH 1 - LEAD PUMP START CR (FLOAT) TO PLC CRLSL CRLSL - ALL CR PUMPS STOP (FLOAT) TO PLC CRLSLL CRLSLL - LOW CR LEVEL (FLOAT) TO PLC NIFNAA 10 cTF-Fi ENCLOSURE x 6" D MINIMUM) FRONT VIEW POWER MONITOR (73 ENCLOSURE LAYOUT ❑5 480 VAC, 3o, 60 Hz FROM PANEL PP NO SCALE SIDE VIEW InCKITICV (`nKlnl IrTnDO AT L1 L2 L) TO SCADA CRFCA � RTU PANEL CR CRFCA -FLOATS ACTIVATED TO PLC CRBPF FLOAT BACKUP NOTES: CR PUMP FAIL 1. WIRING AND CIRCUIT BREAKER RATINGS SHALL MEET NEC REQUIREMENTS FLOAT ACTIVATED POWER MONITOR ---o FLOAT BACKUP 2 DIAGRAM Q�R PUMP FAIL fo / SSM 1 �-5NO SCALE No. DATE BY REVISIONS SCAE. NONE ALBEMARLE COUNTY SERVICE AUTHORITY HORIZ: DRAWING SHEET VE,T.: NONE 168 SPOTNAP ROAD REVISED 60% SUBMITTAL oATE: JAN 2020 CHARLOTTESVILLE, VIRGINIA 22911 28 vyli NOT TO BE USED FOR CONSTRUCTION DESIGNED: HA MADISON OFFICE PARK PUMP STATION REPLACEMENT of DRAWN: I Whitman, Requardt & Associates, LLP CHECKED- CHECKED PUMP CONTROL/ RTU PANEL AND POWER MONITOR 29 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480-023 GENERAL NOTES E N I 0 N 0 N C r� 0 I N 0 0 00 0 0 Q U N 0 I 0 00 NO. I DATE I BY ' " - I LVYY I VUL FLANGE NOTE: SIZE GROUND WIRE CONDUCTORS PER FLOW METER MANUACTURERS REQUIREMENTS. FLOW METER GROUND RING DETAIL NOT TO SCALE REVISIONS G DETAIL NOTES: 1. PROVIDE PIPE SUPPORT AT MINIMUM EVERY 24" IN BETWEEN TOP AND BOTTOM SUPPORTS. 2. CONTRACTOR MUST COORDINATE ANTENNA MOUNTING HEIGHT AS REQUIRED. 3. CONTRACTOR MUST PROVIDE ANTENNA INSTALLATION SUCH THAT IT CAN WITHSTAND THE WIND VELOCITY FOR THE LOCATION AS INDICATED BY APPLICABLE CODES. I I 11 llA lfll IIT />Afl OMNI ANTENNA WITH MOUNTING BRACKET PROVIDE GROUNDING CONNECTION AND WEATHERPROOFING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS EXTEND CONDUIT ANTENN MAST AS REQUIRED B SIGNAL STRENGT ANTENNA CABLE INSTALLED INSIDE ANTENNA MAST. CONTINUOUS RUN TO PANEL WITH NO CONNECTIONS OR SPLICES. CONTINUOUS LENGTH CONDUIT ANCHORED WALL AS SHI CONDUIT STRAP (T N101111111=f 1K111111111r.11 #4 GRC CONDUCTOR TO B GROUND SEAL WALL P TO WATERTIGHT CONDITION WITH GROUT AND MATCH EX. FINISH CABLE LOOP S.S. ANCHOR BOLTS (2 PER SUPPORT) AND 1-1/2" KINDORF CHANNEL (TYP). ING WALL JUNCTION BOX CONDUIT TO RTU PANEL. ANTENNA MOUNTING DETAIL NO SCALE Whitman, Requardt & Associates, LLP 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 REVISED 60% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION SCALE: HORIZ: VERT.: TRANSDUCER CABLE — Z NONE NONE CONC. FI DATE: JAN 2020 DESIGNED: HA DRAWN: HA CHECKED- CHECKED PROJECT NO.- 46480-023 HINGED WET WELL ACCESS COVER 24" STAINLESS STEEL PIPE HANGERS AND HARDWARE WET WELL WALL 1. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS NOTES: 1. COORDINATE LOCATION OF STILLING WELL WITH ACSA PRIOR TO INSTALLATION. 2. ROUTE TRANSDUCER CABLE UP THROUGH CABLE GLAND FITTING IN PUMP SKID BASE. DO NOT USE STRAPS OR CLAMPS. ALLOW CABLE TO HANG FREE WITH SLIGHT DRIP LOOP. 2" RIGID SCHEDULE 80 PVC PIPE PERFORATED WITH 1/2" HOLES EVERY 6" O.C. FROM TOP TO BOTTOM LEVEL TRANSDUCER, MOUNT EXACTLY 1.0' ABOVE WET WELL FLOOR 1/2" STAINLESS STEEL BOLT W/ NYLOCK NUT 8" WIDE CUT-OUT IN CONC. FILLET - CENTERED ON � OF STILLING WELL. REFERENCE MECHANICAL DRAWINGS. WET WELL LEVEL TRANSDUCER STILLING WELL DETAIL NO SCALE ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 MADISON OFFICE PARK PUMP STATION REPLACEMENT INSTRUMENTATION DETAILS DRAWING SHEET 29 OF I-6 29 p