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HomeMy WebLinkAboutARB202000051 Plan - Revision 2021-03-22 ALBEMARLE COUNTY SERVICE AUTHORITY LOR#1 TO SDP1980- 53 MADISON OFFICE PARK PUMP STATION REPLACEMENT ACSA PROJECT NO: 2016-02 GENERAL INFORMATION • .� t, V; ` �I��i�\ •L Ji,�a, SHEET INDEX L , •, 11 O I• �� i e. •_ DRAWING SHEET TITLE OWNER/DEVELOPER.ALBEMARLE COUNTY SERVICE AUTHORITY - 1 G-1 TITLE SHEET,VICINITY MAP,AND SHEET INDEX CONTACT IEREMY LYNN,P.E. 2 C-1 GENERAL CIVIL NOTES.LEGEND,AND ABBREVIATIONS 168 SPOTNAP ROAD 3 C-2 EROSION AND SEDIMENT CONTROL AND DEMOLITION PUN PHASES CHARLOTTESVILLE,VA 22911 .E . A C-3 EROSION AND SEDIMENT CONTROL AND DEMOLITION PLAN PHASE PHONE(434)9])J511 ;� 1;41!119,1E 5 C-A SITE UYOUT AND GRADING PUN FAX 143119790698 O e "i�. / `3 iz J 6 C-5 NOTES AND DETAILS ENGINEER WNITMAN REDUARDT BA550CL3TE5,LLP �' f , `�/1 / \\S (�O ] C-6 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS CONTACT CHARLES LUCK.PE .1..-./.'�` \/ /� it 90305TONY POINT PARKWAY +` "' _ 8 A-1 GENERALARCHITECfURALNOTES,LEGEND,AND ABBREVIATIONS RICHMOND,VA 23235 ��j• at •` 9 A 2 PUMP STATION FLOOR AND ROOF PLAN PHONE MOO)272-600 �-- P � ` �O 10 A-3 PUMP STATION ELEVATIONS FAX(804)272-BB9) f 1/ 521E O1p �I 11 AJ PUMP STATION SECTIONS SOURCE Of SURVEY'UNCOLN SURVEYING , - / / I CONTACT THOMAS UNCOLN,LS. 4 12 SI GENERAL STRUCTURAL NOTES,LEGEND.AND ABBREVIATIONS • 632BERKMAR CIRCLE ,' 1 + ` 13 62 TYPICAL STRUCTURAL DETAILS CHARLOTTESVILLE VA 22901 P ��'/ /�•+.,, �- 14 S-3 BUILDING FOUNDATION PLAN AND SECTIONS PHONE 1434I974.1437 1 /L '' FAX I434I 974-1776 T • I; • -, " 1\ ,'-i•/.' .� �5� 15 M-1 GENERAL MECHANICAL NOTES,LEGEND,AND ABBNEVMTONS SOURCE Of TOPOGRAPHY FIELD SURVEY,OROBE0.9,2018 lel • `:.I•'�/'////1, N�•-�• r_ �,///�'\C2 16 M-2 GRADE LEVEL PLAN USGS DATUM HORIZONTAL DATUM.VA STATE PLANE If �I.V, �/ '� �� - 'o,\ 17 M-3 SECTIONS COORDINATE SYSTEM,SOUTH ZONE NAD 83 _ I V' K/ T /X.1111116 • _ +\ 1 �♦ I•• 8 MJ NOTES AND DETAILS VERTKAL DATUM NAVD BB / , r� `` • II •��� .R ♦ ♦�/��PARCEL ADDRESS:500 FAULCONER DRIVE,CHARLOTTESVILLE,VA 1AY te I- = `U.�/. CnI 19 E-1 GENERAL ELECTRICAL NOTES,LEGEND,AND ABBREVIATIONS PUMP STATION ADDRESS'2497 OLD IVY ROAD.CHARLOTTESMLLE,VA AO i t A �r--'"• 4 i 20 E-2 ELECTRICAL SITE PLAN ZONING COMMERGAI OFFICE ENTRANCE CORRIDOR(EC) • � to.O. �\- . . �} 21 E-3 GRADE LEVEL POWER,GROUNDING,AND LIGHTING PUNS TA%MAP PARCEL.76C-3-A I ` � {t. 22 EJ SINGLE LINE DIAGRAM AND SCHEDULES PARCEL AREA.0.)6 ACRES •C14T/ •�LIMITS Of DISTURBANCE(LOD)AREA.6,1653f 10.]AAQ } �- w 23 E5 NOTES AND DETAILS EXISTING IMPERVIOUS AREA 1,434 SF(0.03 AC)WITHIN LOD AREA \11 "� IV:. �/•` �� PROPOSED IMPERVIOUS AREA.3,335 Si IO.OS AC)WITHIN IOD AREA \V` c • K ______ /�w �J'�/ .'j P 25 I-2 LEGEND,SYMBOLS,TWO ABBREVIATIONS D ��� �L �C__i 26 27 P3 INSTRUMENTATION µ I A RIX PLAN PUMP CONTROL/RTUPANE 28 H5 PUMP CONTROL PANEL/RTU PANEL AND POWER MONITOR VICINITYMAP 29 1-6 INSTRUMENTATION DETAILS SCALE: 1"= 500' MARCH 2O21 Il : e oat w ILBAIOB NM Iu ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET ' FINAL SUBMITTAL MIA Kw. 168 SPOTNAP ROAD 1 I AWI44 SITE PLAN AND me -11�L IMMII CHARLOTTESVILLE,VIRGINIA 22911 - S�,Lt(-\,/vV" .•�' 4/, ARB APPROVAL EOM MADISON OFFICE PARK PUMP STATION REPLACEMENT 111 G-1 /� Whitman,Requardt 8 Associates,LLP ........a_ TITLE SHEET,VICINITY MAP,AND SHEET INDEX 29 (/ 9030 So,Pant Padmay.Swla 220,Rchmwq.V rgnia 23I35 PeQ eIL GENERAL NOTES ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ABBREVIATIONS 1 ALL CONSTRUCTOR MATERALS AND INSTALLATION STALL CONFORM TO THE LATEST GENERAL CONSTRUCTION NOTES FOR GENERAL CONSTRUCTION NOTES (NOT Na SYMBOLS MAY BE SHOWN ON PLANS) EDITION OF STANDARDS,FOR THE ALBEMARLE COUNTY SERVICE NIIHORTY(ACSA), AND/OR THE VIRGIN*DEPARTMENT CF TRANSPORTATION UNLESS NOTED OTHERMSE EROSION AND SEDIMENT CONTROL MSHTO AMERICAN Y ASSOCIATION ON0N OFF CALLS INaL NORTH BOUND WE ON THE PLANS OR N THE SPECIFICATIONS. 1 PRIOR TO ANY CONSTRUCTOR WITHIN ANY DOSING PUBLIC RIGHT-OF-WAY,NCUIDNG 1 THE PLAN APPROVING NAIIORIY MUST BE HO11Rm ONE VIER PRIOR TO 111E CONNECTION TO ANT EXISTING ROOD.A PERMIT STALL BE MANED FROM THE VNGNN ARV ER RFl F.SE VALVE NBC NOT N THIS CONTRACT z. wow MLITEs ARE SHOWN ONLY w APPROXIMATE DG O 6 ON E PEWS DEPARTMENT OF TRANSPORTATION(YD01).TIC PUN AS DRAWN WY NIT ACCURATELY ATELr M/AR NR R E.SE/AIR VACUUM VALVE N s NOT TO SCALY BASED ON AVAl1ABlE RECORDS AND FIELD SURVEYS.CONTRACTOR SHALL,ON HIS PRE-CONSTRUCTION 1MTY.E11LE,ONE WED(PRIOR TO THE COWFNCOFJIT OF N0. NUMBER MO DISTURBING ACTA/TY.AND ONE WED(PRIOR TO THE FINAL NSPECTKIN REFLECT THE REQIIWEMENIS O'THE Mir INHERE ANY DISCREPANCIES OCCUR THE ALT AL7ERLATE GC ON CENTER OWN INOWNE AND AT NO ROOMY/COST TO TIE OWNER.LOCATE Na REQUIREMENTS OF TIE PERM,SHALL GOVERN. ATS AUMVA C TRANSFER SWITCH UNDERGROUND LINES AD STRIlCIINES AS NECESSARY CONTRACTOR STALL CNL 2. Na EROSION AND SEDIMENT CONTROL IEASUR ILL BE CONSTRUCTED NO 0 AT 0* POWER EX v6s UTILITY 0 811 PRIOR TO CONSTRUCTION.CONTRACTOR SILL BE wwTANED ACCORDING TO LAN NUM STANDARDS AND SPECIFICATIONS OF THE 2. Na WIEAALS AHD CONSTRUCTION MOODS SHALL CONFORM TO CURRENT SPECIFICATIONS BLIND FLANGE PRV PRESSURE REGULATED VALVE RESPONs6LE FOR ANY DAME ARO REPAIR TO ANY UTILITY LINES OR MGM EROSION MD SEDIMENT CONTROL IANOBIOK MD AROMA REGULATIONS AND STANDARDS a HOOT UNLESS DTERIWILE Norm. B BLOW O BALL AFTAE PROP PROPOSED STRUCTURES.BY COMPLYING WITH THE REQUIREMENTS OF 11E UTILITY OWNERS. VR 625-02-00 EROSION MO SEDIMENT CONTROL REGULATIONS. PSI POI NOS PER SQUARE NCH 3. EROSION AND SILTATION CONTROL MEASURES WITHIN DE THE RCM-OF-WAY SHALL BN BURERRY VALVE 3. FALL ACCEPTANCE BY ACSA SHLLL MIT BE MADE UNTIL ALL WORK SHOWN ON 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO PREMED N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE CV 4. CENNTTER LINE t PROPERTY LNE K VALVE ROM PINY INTER TRANSM6SpN NW CONTRACT GAMINGS AND INCLUDED N 1E SPECIFICATIONS 6 COMPLETED OR AS THE FIRST STEP N CLEARING. INSTALLED PRIOR TO ANY CLEARING,GRADING OR OTHER CONSTRUCTION. CI. CLASS RCP REINFORCED CONCRETE PIPE NCLUOM:GRADING,TESTING AND Ni REQUIRED PLUMMETS. 4 A COPY Of 11E APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL DE 4. Na SLOPES AND DISTURBED AREAS ME TO BE FERTILIZED SEEDED AM)MULCHED. CAR CLEARANCE R/F ROD FOUND RON 4 THE ENGINEER WILL INSPECT ALL MO APPURTENANCES UERE70,AS MANANFD ON SITE AT ILL TIMES C.I. CAST CONCRETECONC RESTRAINEDREO D REOUNm SHOWN ON TIE AMMO PONS,LOGOUT ON EACH SITE 5. THE WNW ALLOWABLE SLOPE 6 2:1(IIORIZONTALSLRTGAL).WHERE RFASnNANTRJ OBTAINABLEOBTAINABLEE53ER SLOPES a 3:1 ORBETTER ARE 10 aE ACNEVEO. CORP STOP CORPORATION STOP Row RIGHT DE OfWAY JOIN 5. PRIOR TO coHeENcrG N D 06TURBwG ACDN FS IN AREAS OTEA TNWCOONECTON5. CONTRACTOR SHALL RESTORE LOOTS Of WORK TO EXISTING GRADES AND RENSTNLNOICATED ON THESE PLANS(MLTUDI LISTED 6.BUT NOT LIS TO.OFF-SITE BORROW 6. PAVED,RP-RAP OR SABUUTION MIT uHED arcH MAY BE REQUIRED WHEN N THE CYYrw CUBIC YARD SRAM WEARY ALL FICNG,LANDSCAPING.LRRIT,POWER POLES,ORALS,AND RENSTNL ANY OR WASTE AREAS),Of CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION DA DLAMEIER SELL SNOWY FORCE AWN DISTURBED PROPERTY PINS BY A VWG6M CERTIFIED AND SURVEYOR,ETC. CONTROL PLAN TO DE OWNER FOR RENEW AND APPROVAL BY THE PLAN MMOIN COUNTY ENGINEER.OR DESIGNEE,R 6 DEEYm HEC65AN IN ORDER m DI COME NON DISTURBED OR 7EMPORIRLY RELO'ATEO DURING THE WORK. APPROVING NRHI.TDIT STABILE A MN GE CHANNEL. DP DUCTILE WON PPE 55 SMART SEWER $CHED OR SEA SCHEDULE BET EASEMENT SAL SOUTH BOUND MIlE 6. VERTICAL DAM 6 BASED ON NAV.D.IN FEET HORIZONTAL CONTROLS ARE 6. THE CONTRACTOR 5 RESPONSIBLE FOR INSTALLATION OF ANT ADDITIONAL EROSION 7 ALL TRAFFIC IKMI CONTROL SIGNS SHALL CONFORM WITH Of WOW MAL FOR INFORM E EAST STA STATION BASED ON WORM STATE PINE COORDINATE GIRO SOUTH ZONE.NORTH AMAIGW TRAFFIC CONTROL DEVICES.BASED ECCENTRICCONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS SO STORM SDRAIN EWS DATUM OF 1983(HAD 83). DETERMINED BY THE PLAN APPROr1NC AUTHORITY EP EDGE OF PAVEMENT SS STOW SEWER 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE STALL BE REINFORCED CONCRETE PIPE- EL ELEVATION SO STORM ALL FITTINGS MD APPURIENANCES STALL BE RESTRAINED,AND MOCKED 7 ALL DISTURBED AREAS ARE TO OWN TO APPROVED SEDIMENT CONTROL CLASS I. Ex EXISTING SY OAK SQUARE YARD APPROPRIATELY PER MESA SWORD COALS. MEASURES AT ALL TRIES DIRK LAND DISTURBING ACIMI16 AM)OARING SITE 9. Na EXCAVATION FOR UNDERGROUND PIPE NSTAUTNIN MIST COMELY WITH OSHAFT RANGE FOOT OR FEET ST,SR,S.S. STAINLESS STEEL 8. ALL DP WILL BE CUSS 53,UNLESS OTHERWISE NOCATOD. OEY'EIOPIENT UNTIL FALL ABl LL Sl7ATD Sm STANDARD N 6 ACHIEVED. FOR THE W161RI(T10N NWSIRY(29 CFR PORT 1926). FM FORCE WIN STEEL 8. CLANG DEWATERRG OPERATIONS.'INTER WILL BE PUMPED NMAN APPROVED iVIM FIWSHED WATER INN STRICT STRUCTUAL 9. MESS AND EGRESS OF Na PRATE DRIVEWAYS TO BE RAMMED AT ILL INES. F8ERNG DEVICE. GAL GALLON SCV SURGE CHECK VALVE DRIVEWAYS DISTURBED OWING CONSTRUCTION SHALL BE REPLACED AT ORE.NLL GS GALVANIZED STEEL TBO TO BE DETERMINED CNNpMON AS DIRECTED BY'A ARSPECTOR. 9. THE CONTRACTOR SHALL ASPECT ALL EROSION CONTROL MEASURES PERIODICALLY TEST HOLE TABLE DIHEX GATE VALVEHURON TRANS TRA 6MISS DN MA 10. w AREAS WHERE SETTLING W6 OCCURRED,CONTRACTOR SHALL ENCORE WITH AND'SIX EACH RUNOFF-PROOCING RAINFALL EVENT ANY NECESSARY REPAIRS 0 INSIDE TS TEST STATOR 510E AS DIRECTEDRES11 ACSA INSPECTOR. OR CLEANUP TO MEAN THE EFFECTIVENESS OF THE EROSION CONTROL 0EVCES DVMETER TYP/TP TYPICAL STALL BE MADE IMMEDIATELY NV IRRKATLN LNE UD UNDER DRAM Test Bore Location Coordinate Table IF JOINTUNLESSUGE UDERGRWNO ELECTRIC PRIOR11 PR TO AN EXCAVATION.CONTRACTOR SHALL LAVE LATERALS ON SITE TO 10. Na FILL LATERAL TO BE THEN FROM AN APPROVED.DESIGNATED BORROW AEA Pt f Northing East)ng Bev Descriptor IF LINER FOOT(FEET) TON UNLESS OTHERWISE NOTED REPAIR ANY EXISTING WATER LINAGE VT NO ADOT ONLL COST TO QKNER. CONNECTIONS AND SEANCE IN OF19140037 3905879.32400 11475652.00700 540.04 SSF A 45 BEND IG LONG USGS vl GI tTMiFI 'A'�RMU ,ATgN 11. Na WASTE MATERIALS TO MI APPROVED7ER3 STALL BE AREATAKEN TO EARTHHASTE 19740038 3905880.02000 11475653.59200 539.95 SSFM L➢ TIGHT POLE W WATER OR WEST FILL STALL BE INERTwTERvu ONLY,FREE a ROOTS.SLOPS WIOOD, MB MALEOX 12. CONTRACTOR SHALL PROPERLY NOTIFY THE ACSA Two(2)WEEKS PRIOR TD TIE RUBBISH.INC OTHER DEBRIS 19140039 3905879.79900 11475650.85800 539.97 SSFM MAIWIOIE WM WATER WM NH STARTa6 OF ANY CONSTRICTION(NCWOING MO CLEATING OR SUMEYNG ON 19140040 3905883.14800 11475649.16500 544.87 SSF1A 4-PVC W/M WATER INTER MAR MLR.AIR RELEASE PRIVATE PROPERTY)SO THAT ACSA SA ON ID AUACENT PROPERTY OWNERS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED Mil 7 DAYS DE mMtEDON 19140041 3905892.74100 11475667.56600 542.90 UGC STMAX W/v WATER VALVE COORDINATE PROPERTY GONER NOPCADONS MI ACSA INSPECTOR. PER ZOIM°MONROE SECTION 5.1.2L 19140042 3905893.30900 11475667.35100 542.97 UGC END MSI MIM SEA 0/C W�SERVILE CONNECTION 19140043 3905892.98700 11475668.33500 542.98 LIGE ST MIL MEIN LEVEL W MECHANICAL'girt w/o WITHOUT13. DISTURBED AREAS MD TONE SHALL BE RESTORED TO EXISTING GRADES AND 13. ALL WERT LATER SHALL BE SHAL BE TRANSPORTED N PORr COMEWI LCE WITH SECTION19140044 3905893.55900 11475668.01400 543.00 UGE END MN MNIDM LNRG EXCEPT WHERE IX61INO DOSING RESULT N NEGTNE GRADES.EGTNE 13-301 DE TEE CODE Of N,BAWRIC. NPT AMONAN INTIOWL TAPER RA GRADES SHALL BE CORRECTED TO PROADE POSITIVE OWNS WHERE NECESSARY 7HOH%I 6 PF/19140037 PIPE TREAD 14. BORROW,FILL OR WASTE ACTIVITY INVOLVING RDUSTRAL-TYPE POWER EQUIPMENT SHALL BE UNITED TO THE HOURS OF 700 M TO 9:00 PM. Di/2 6 PT/19140044 SURVEY LEGEND, EROSION AND SEDIMENT ALBEMARLE COUNTY SERVICE AUTHORITY 15. BORROW,FILL OR WASTE ACTMTY SHALL BE CONDUCTED N A SAFE WINNER MAN ABBREVIATIONS,AND NOTES CONTROL LEGEND WATER AND SEWER GENERAL NOTES 1WNf41L`"TORE OS IALRT,OR ORDER AND TO MNMZE ANY ANO D TO PERSONS, Na' PUBLIC 0AAGE CA SELV SLOES, CAS, AHO IMPROVEMENTS,. DAMAGE TO NIT PUBLIC SIRELE BECAUSE DF SLUES.SWIG.OR COlAPSF. LED ENO. (SOME SYMBOLS SHOWN NAY NOT DE USED) 1 WORK SHALL M SUBJECT m I6PECTON BY ALBEMARLE COUNTY SEANCE AC.AN CONDITIONER 16. THE(*YELPER SHALL RESERVE OE RIGHT m w51NL,MONK RONE OR Co.0 MAT SNETY FENCE NITIDNIIY(ACSA)NSPECTO6.THE CONTRACTOR HALL BE RESPONSIBLE FOR COMM TO PERMANENT STORMIER w MON HACET FACILITES WERE APPICAME ao.CEORRUGATED AETAL PIPE ,A NOTIFYING THE PROPER SERVILE AUTHORITY OFFICALS AT THE STINT Of THE WORK. Na EROSION CONTROL MEASURES REQUIRED BY MIS PINK REGARDLESS Of THE EN DRAW..DUCTILE VAETPIPE TEMPORARY STONE CONSTRUCTION El 1. THE LOCATION OF EXISTING UTILIZES ACROSS THE LIFE OF THE PROPOSED WORK SAE OF AM L17T,LINT.BIRIDIW OR OTHER PORTION DE THE PROPERTY DO DOGWOOD FNIPI/CE EN.H HYDRANT ELECTRIC METER ARE NOT NECESSARILY PLANS,SHOWN ON lAIRS.AND WHERE SHOWN ARE ONLY 17 TEMPORARY STABILISEEDING IN TION SNAIL TEMPORARY SEEDING MULCHING. EN. E ANT _pi9V APPROKIMATELY CORRECT THE CONTRACTOR SHALL ON HIS OWN MATE, SE/DING 6 TO BE A7 IS Ll6/ACRE,AND IN THE MONTHS OF SEPIDIBER TO HIES FINISHED ELEVATION STRAW BALE BARRIERT�� LOCATE Na UNDERGROUND lNES AND STRUCTURES AS NECESSARY FEBRUARY TO CONSIST A 50/50 Mx OF ANNUAL MEWS MIND CEREAL WINTER NV•INVERT LP RYE,OR IN LARCH AND APRIL m CONSIST OF ANNUL RYE,WY THROUGH .LIGHT POLE SLT FENCE 3. ALL WTE ND CONSTRUCTION BALL COMPLY WITH THE CURRENT EDITION O' NG16i TO CONSIST Of DERWN MILLET STRAW MULCH 6 TO BE APPum Al m RED BUD AO CR001 -sr-Se- TE GENERALIMR EWER a SEWER EC AUTHORITY SPECIFCAllDI6,AS ADOPTED BY 116 100 SF ALIERNATNES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION RE STORM DWI NIT ®O THE AIBEWRLE COUNTY SERVICE NIRDRTIY / RE RP0KMDEC EONCFIEAN PIPE CONTROL INSPECTOR. SSEOI.STORMSAMTARY SEWER 101001E . GM AI FOR Na ELEVATIONS SHOWN N NAT ONL GEODDC SURVEY UP. .STORM POLEDRAIN MAMN)LE PROTECTION 18. FERMENT STABLIMTw SMALL BE LIVE ND FERTILIZER.PERMANENT SEEDING. VONTl.UTILITY DEPARTMENT OF 5. THE CONTRACTOR STALL BE RESPONSIBLE FOR HO1*1116 l5S UTILITY(dLL 611 AND MULCH. IGMCMTURIL CRAG LIMESTONE SHILL M N'PIED N 90 CBS/ WOATEARYMETERJPMTATKN MONUMENT INLET CULVERT �� OR 1-800-552-7001). ROD SF,INCORPORATED MO THE TOP 4-6 INCHES OF SOIL FERTILIZER STALL v.WATER VALVE BE APPLIED AT 1000 LBS/ACRE AND CONSIST Of A 10-20-10 NUTRIENT MO. ws.WATER SPIGOTrl 6. ALL WATER AND SEWER PIPES STALL HAVE A MINIMUM OF 3.5 FEET OF COVER PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRE AND CONSIST OFF 95% .S O WIRE A oN MEASURED FROM ME TOP OF THE PPE,OVER THECENTERUE OF PIPE THIS KENNCKY 31 OR TALL F SCUE IRO 0-Si PERENNIALRYEGRRSS OR KENTUCI(T Sion.0 L TREE PROTECTION -R-lr- Y NCl1DE5 All.FIRE HYDRANT DIES,SERVICE LATERALS.MID MATFALINES,ETC. BLUEGRASS.STRAW MULCH 6 TO BE APPLIED AT 80 LBS/IOU SF A/TERRINES ARE SIIRECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. - g .11008!LiE 7 ALL WATER NO SEWER APPURIEIMNCES ARE TO BE LOCATED OUTSIDE OF .---.STORM MANAGE LEE TEMPORARY srrne' ROADSIDE DITCHES 19. 1W10WCE ALL MEASURES ARE TO BE INSPECTED WEEKLY INC AFTER EACH •OVERHEAD UTILITY El RAINFALL ANY ORANGE OR CLOGGING TO STRUCTURAL MEASURES 6 TO BE 8. VALVES ON DEAD-END LINES SHALL BE ROWED TO PROVIDE ADEQUATE RESTRAINT REPARED INETMTELY SET TRAPS ARE TO DE CLEANED WHEN 50%OF TIC WET THIS TOPOGRAPHIC MAP WAS PREPARED F. PERMANENT SEEDING f�� gi FOR THE VALVE DURING A FUTURE ESIEF61D1 OF DC LNE. STORAGE VOLUME 6 FILLED WTIH SEDIMENT AL SEEDED AREAS ARE TO BE ALBEMARLE COUNTY SERVICE AUTHORITY RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF CRASS. SILT TIME THIS SURVEY WAS PREPARED WITHOUT 3 9. TREES ARE NOT PERMITTED N THE ACSA EASEMENT NE EMERSION ORES WHICH ME COLLECTING SEDIMENT TO HALF THEIR HMO THE BENEFIT OF A TITLE REPORT CHECK DAM MIST BE CLEANED,AND REPAIRED INEDATELY 10. THE CONTRACTOR SHALL BE RESPONSIME COMPLY WITH THE ND EASEMENTS OTHER THAN THOSE SHOWN ND LEAD SEREOE MAY ENTST NTT REGULAVKN REGARDING BRASS FTRNGS EFFECTIVE YWURAY 4,2014(SENATE WI 20.ILL TEMPORARY EROSION MD SEDIMENT CONTROL MEASURES ME TO BE 3874 WHICH AMENDS THE SAE DRINK WATER ACT). REACHED WORN 30 DAYS OF FRAL SITE STABIUZATKN,WHEN MEASURES ARE NO TMP TIC J A IS ZONED COMMERCIAL OFFICE ®/ LIMIGEA NEEDED,SUBJECT TO N'PRWAL BY THE EROSION CONTROL VEINY CROSSING INSPECTOR IMP TIC 3 A IS IN THE JACK JOUETT DISTRICT �, Q / NI ICON N Mmw -' __ A,,M. ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET FINAL SUBMITTAL 1°e= 'J' 168 SPOTNAP ROAD 2 SITE PLAN AND NRE ANAa�' CHARLOTTESVILLE,VIRGINIA 22911 ARB APPROVAL rem ii MM MADISON OFFICE PARK PUMP STATION REPLACEMENT C-1 y Whlbnan,Requardt 3 Associates,LLP N.es>:e' GENERAL CIVIL NOTES,LEGEND,AND ABBREVIATIONS 29 9030 Sony Point PNAwey Suite 22o Room.0090.0 23236 Vow ii 411111HIL I �� ; II 2 Q EXISTING PUMP STATION SITE � I O I I � SHEET NOTES (V O PLAN VIEW a f I 1 FOR TEMPORARY CORGI UCIION EASEMENTS AND SETBACKS.REFER TO SHEET C-4 �Q(�O \�� /— / �O(�jct. O O : FOR ERosaN AND MOMENT CONTROL NARRATIVE,REFER TO SHEET c-s. 14/ •_ R co... J. CONTRACTOR TO REMOVE STE MID AFTER ISfALU7DN OF T CONSTRUCTION PRASE 1 wl O Q jp�G E7L PLw STA nN ro 9E ,:•�0 ON Q / /) rn �I t WORK. SEE DEMOTION NOTES PAD CONSTRICTION SEQUENCE, X5 SHEET Lnr Q W CjQ�]�\ SEE DELOIII[1N NOIFS ,y :1' / L()�.tr7 —. 4 CYCTOR TO REYU£As WCN Of THE EK6ING FORCE YVN As NEEDED TO . P� Q ` Q O'� CONSTRUCT THE NEW PUMP STATd& FORCE WIN TO BE RUGGED ON THE EXTERIOR Q f ExSEE SHEET-ROW ••� N'ILL�.e/�{IILP`6a�/ / 11\/ ) 4 SIDE HE ISTING WET/ CD ,.' wATETERIM TO REL INTER WET OCATE. AROIWD�10 eFV)' /// 1/ 5. CONTRACTOR TO PROTECT DUSTING 5'DA WET WELL WRING TION N WORK. OI I� .�.N (� SEE SHEET NOTE a THIS SHEET. Q / // ,' ADADDITONAL COS TO mac WET THE ACSA WELL AS A RESULT OF DEManaN WILL BE AT No Zr. I 1. cc EJEACBWYY PUP ( �/cy / / /� , / (A/ Q l() Q d' Q. COR►ELTDx ro BE REIIOnm. A`, 0�y �a LI c�•�wC ic.?/, B. UPON COMPLETION Of PARTIAL WELL F ION OF EXISTING WET WELL,A STEEL RATE 5 Q SFE SHEET NOTE a THIS 9EET. .�R.ff\`` . �., // ,. LEWR OF7 REQUIRED OVER TOP OF WET WELL FOR P1BUC SAFETY Q /` '1-' Ex.4•FORCE MAN a OUT RD IEIHOAED. . JWI�I :Ti..•s•COOKIE Li I - •1`. '' ' SEE sFELT J No 4.iTa SLEET. A 4`/L :// •r / `. «,� I ^(\ � ��� �jp- ���\ •� 1FA reEw(so1 �1 c• 410`' -&./ l/7/ /A//�F i• ,uwDaererop Z2 ` 54 -� �'� �546 �, o �:S �ij • / / r///' rI EuZ 00 Z' eLF-rrmiec 0'� �� illi / / 2 i � ZJ z. s Z£' FIEWNDCT BRASS caMEQ15N \_ � / / / �` b,..�q' ��rj� rt ToeE • -/ .y ! v�. flt{/ // $/ / �r Et P�a I u[ 9f.. EQ[ S � FDe.uo��.�E,CY�� N ..' \ &1:idli // of I ? ,/ �`N W.RWOFWIW ._54, -�= M_ . -SA,gt _ a -p--L � i�` • P.1„. �`/4/YYrr..��� / �� Ex e'm'ndnc Aw I�C /Q L'_: =T; ::: _` s �• N•�t6 j• /� � /y� �� �O�C3 RDOf A IE RELK>rED E4 piT•iTw+,� • • . • 1 • yn/ EV y -.LT li �.LrT L L .. A ,- El/ir) Ex CONTROL PANEL ON •�0�•�1rIj1-I�I�i�i4 p• / 9 �,A if CO SKID ro BE RUDER Lei a .�. sue...! :• •_• M'N l , W�FUL eee•••SIK SEWER .known came F /' 1' 1 1•%�t .c (/'�/—^'3-- It L.,p,r.• 1,CA -Cu -`�d rl ` '.- -Olt ,Q 1. . / / ,Tik. �/� PPE SLEEVE��S EX.PAP(1W OF 7) \� P. 1�.1�.1•"F p/ �/ry Ltd _ l Q�i _...® O\ ON SKD TO BE ROKNED _�TEIP •�,...1.....,......„ .������/ �`————- AW, _ � ' / �'\- / Lr-B•d SNL SEVER \ �ryp !�I �! I EL SOD PATE - .• �.i / -'EICY _ OW // / IE REPLMFD N PACE DL BUILDING SUB(1YP.) TO BE RENEWED -•-•..!_.2. ®re.•i,�IW R,i=�/ Ie�TD ac-. --L"� �i F�TrI711/� S 1•+�./• _// 1 S/ Av. STORE As TO BE MIMED -- _ UM .� .i 4 +: i /0) MP CPDI, n "If .r // 1. �/ 1G . Ex GROUND V \ T:.�a — 3`O>I` Nt d'U) 1�•1 1 IF If) _— • G h� °L 8t4,7EE .ate`'`\`i —_111.1=4.4 _110 — A�\+T Y' „� v`__ l E I •-I'L' j %%i/ q �^ op c IlL _ ` jfTOARSTZWTH) ORAL �� ;'2 \ �I \ '��, -eV--- i i— - h- - E 11475BM Q Q , - E7L r SFPACE uTWNL/' - _ _ —corm E it i �� ` S d `u ,../.-- - 7D BE REM71�,mPLllMCQTM,FRRW, .I) Ilk EL s DIA wEf WEll \� _ _—_ ——— 4• • / ��i � OO (EX RN.M 51Q14) (lY N DEPTH) • ,t -1•d wRu ..yyYY� / / 41jV)/ �) FX4•ro ` DEMOLITION NOTES AND \ hN5 i // �Rs TA Co. NOTE 4 ns `111LIt11111 IPIPE )D BE CONSTRUCTION SEQUENCE PHASE 1 \ vg- CO ' _ i/ iy' '°j" P01E""D Ph 0� � --::_! EX B SAN SEWER WM THE FOLLOWING 6 A SUGGESTED SEQUENCE OF CONSTRUCTOR THE CONTRACTOR SHALL DK6 —— ^ _ �- TO REPLACED DP SUBMIT A DETAILED SEQUENCE Of CONSTRUCTION FOR REVIEW AND APPROVAL BY THE ACSA / /� •- / 1411'e• AND ENGINEER. 7H5 WORK SHALL BE PERFORMED WRING WEEKEND HOURS FROM FROM' AT SPIN TO MINORS AT TAM TO MINIIZE ROWS FOR PUMP AND HAUL OPERATORS. pb" 3/no\ /`�1' —� ./...... \••.\ SEALED`-4.- PLUGGED HIM— ASE I OF DINSTRUCTION CONSIST Of TIE NSTALIATON Of THE 4'DN.MANHOLE,e• 0& ��/ 31I;? - i- ID ROWED �\ N.SEWER.4•LATERAL.EMERGE]IfY BYPASS CONNECTION.4•PUG VALVE,4•FORCE 4144 II N AND PARTIAL DEMOLITION OF THE EX5TINC PIMP STATION TH5 PHASE OF p — CONSTRUCTOR ESTABLISHES A CONNECTOR+FOR BYPASS PUMPING WRING THE ENINE CONSTRUCTION LENGTH FOR TIE PUMP STATION(PHASE 2 Of O �� O S ID 20 CONSTRUCTION). IF711S ENTIRE PHASE I SEWENCE CANNOT BE PERFORMED WITHIN ORE 3. CONCURRENT WITH T VS I .TIE CONTACTOR SHALL SHALL COORDINATE TE WITH DOMIN POWER TO SHUT OFF ® EX.WET WELL FILETS WEEKEND.DE CONTRACTOR SHALL SCHEDULE HAD COMPLETE THE WORK OVER-TWO POWER TO G PUMP STATION FOR PARTIAL MOUTION Of THE STATION. CONTRACTOR TO SCALE 1•=10' TO BE ROM ER o WEEKENDS. F THE WON 5 SCHEDULED OVER TWO WEEKENDS.THE INSTALLATION OF THE COORDINATE WITH THE ACSA REMOVAL OF ANY ITEMS TO BE SALVAGED PRIOR TO OOOUTON. 4'Ol MANHOLE.tf SOE SEWER.AND 4•LATERAL SHALL BE PERFORMED FIRST 7 UPON TESTING AND APPROVAL OF INSTALLED ITEMS B<THE ACSA AND FNDNEER 4. CONTRACTOR TO RIVALLED CORSTRUCTON ENIWNCE,ENIRNCE COVERT.SET FORCE.TREE PROTECTNXI. CONTRACTOR TO COMMERCE PAWN.OMOLRDN OF EXISTING PIMP STATION AND SITE RE16. 'i L , I','4NSTRUQgR PRASE L AND SAFETY FENCE AS SHOWN. R. REFER TO EXISTING PUMP STATION SECTION(THIS SHEET)FOR 11016 ro BE RENEWED. 1 CONTRACTOR TO COORDINATE SMUT DOWN Of THE EASING MAOSON OFFCE PARK 5. CONTRACTOR TO ESTABLISH METHOD Of UTILITY STREAM CROSSFC FOR RETALIATION OF A'CAL MANI-OE, OASCIARGE PING SHALL BE CUT AT WALL AND PUGGED FOR A WATERTIGHT SEAL PUMP STATION WITH THE ACSA FOR INSTALLATION OF THE 4'DA MANOLE B•SW. B'SW.SEWER.AND 4'LATERAL AS SHOO ON PALS AS-BOLT INFORMATION DEPOTS APPROXIMATELY 9. ONCE ALL RENTS ARE REMOVED FROM THE EKSTNG STATION AND SITE,CONTRACTOR TO SET SERER,4•LATERAL.EMERGENCY BYPASS CONNECTKN.4•KW VALVE.4•FORCE MAN 25'O CONCRETE ENCASEMENT ALONG COSTING B.PPE INOER CREEK BED. CONTRACTOR TO REMOVE UP BYPASS PUMPS ADJACENT TO NEW WMOLE,INSTALL SUCTION PIPING IN NEW MNIOOE, r r r. r r i r r r r r r r r r r r r 4 AND PARTIAL DEMOTION Of THE EXISTING PUMP STATION. NSA TO NOTIFY ACENT COCRETE ENCASEMENT (IFTH6 6 THE ONLY WORK SCHEDULED OVER THE WEEKEND.INSTKU O TON ENSURE NEW 4-N PLUG VALVE 6 CLOSED.AND CONNECT BYPASS PUMPS TO NEW ' PROPERTY OWNERS AS NEEDED. CONTRACTOR SHALL HAVE PUMP AND HAUL MANHOLE.SW.SEWER.AND LATERAL SHALL BE TESTED AND APPROVED NOR TO TERMP/ONG PUMP AND EMERGENCY BYPASS PARK. 0' OPERATIONS ESTABLISHED PRIOR TO SHUT DOME OF THE EASING PUMP STATION. NALL OPERATIONS AND REESTABLISHING FLOWS BACK INTO TIE EXISTING PUMP STATEN). o :. FLOWS COLLECTED WNNC PAP AND HAUL OPERA710HIS MAY a TRANSPORTED AND 10. PUMP AND IRA OPERATORS SHALL TERMINATE ONCE BYPASS PUMP OPERATONS ARE N EXISTING PUMP STATION B COD AT AN APPROVED ID AND BY OP ALO COYIRICTR T DgNADE B. CONTRACTOR TO INSTALL EMERGENCY BYPASS CONNECTKN,4'PUG VALVE.MID 4'FORCE NAN AS SHOWN PLACE. BYPASS PUMPING OPERATKNS SHALL BE CONTINUOUS FOR THE ENTIRE SECTION K LOCAV04 LF AN AND 06L C1K{LLER THE ES WITH TCO ACSA WING OCOORDI ANO ON PMES. CONTRACTOR TO INSTALL 4'PIPING UNDERNEATH FOUNDATION SUB AND STUB OUT TO GRADE CORSTRISTDN LENGTH.TESTING.AND ACCEPTANCE(BY THE ACSA)OF THE NEW PIMP (SEE MECHANICAL SHEETS FOR PPPO LOCATION THROUGH FWNOATON SLAB STATION. ETAAPPROVAL OF THIS NISTRUCIION SEQUENCE. )� y to WRI N Moms e ,._b ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET SUBMITTAL K.,'M KA 1Y 168 SPOTNAP ROAD 3 FSITE PLAN AND war" CHARLOTTESVILLE,VIRGINIA 22911 - ARE APPROVAL AAA Wes„ MADISON OFFICE PARK PUMP STATION REPLACEMENT ' C-2 Whitman,RequarLt 8 Associates,LLP AND � ,.� .al.. -M] SANDDEMOLITKMIPELANTC EOL 29 Raw Stony Pont Parkway Sute 220.RrMvtl.V.,.a 23235 • /Q co • i ,2,-,sr EXISTING PUMP STATION SITE I SHEET NOTES EA/O PLAN VIEW a I /� 1 FOR TEMPORARY CONSTRUCTION EASEMENTS AND SETBACKS.REFER TO SHEET C-A. I ~_ ENO 1'S10• tr Q I �Q(,)CD G- rod //Ct O d O O 2 FOR DOWN AND SEDMENT CONTROL NARRATNE REFER TO SHEET C-0. -.=Li �'� 0 (��)0 •. -"\ `—S 3. SURFACE PREPARATION,APPLICATION PROCEDURE,REQUIRED CATS,AND COATING W O Q l ��s'\ - �j .+�jt;l S- rINCNN65 SHALT.BE PERFORMED PER MANUFACTURERS'RECOMMENDATIONS FOR S5 2 I -}_y��. CORROSION PRE�ENTON. inr� ct F" ��' Q 0 9\NC A � /ir d -C`� A. Nl SITE PLANTINGS OF TREES NC EMIRS TWOS BE ALLOWED TO REACH,NO BE LOIN. U m _ P N I / 11\II ) O v� ES PRUNED WaY41Y AliNNTAINED AT MATURE main ONLY TOPPING THE SUPPORT of OVERALL HEALTTH SHRUBS Tic PLANT �ITD O Q ''•'% INSTALL GR/UER N A'M MANHOLE J /^ ////� '' (() co— j BE PUSCHEDUEE\ • USLEETC4 / 1^/// ID on uJ1EcoMEaNNAVEj SEMADE TREES ^l\`h��1, D '" C.) • �7Y/ ////[��P� Q I 3 I I r AFL ) ens W AJ C <:_ `"46 \ •C) © • d y• , / / I///(g . Meauu MOM eIETI SREEN THEE 0 0 � �' Z �' � \� '� (�,, / / y I I •Z... Le I T I YYaal1 comma% I Sa ot't wou11 I r INN I RAW erg -_ ,e re .. d ' /// / QQ W�.,,� o' d (L — -� �'Y y_ �� �►'-�! S //•l�/ l//v - y0[.CONTACTOR TO W ODNlrz DE TYPE RL RNEE OF NEW TREES FOLLOWING THE 'R! E�s � Z8� v 3� Y ♦• � /// Ill)//, (C N R6ORLARON OF THE NEW OVERHEAD ELECTRON SERICE FOR 111E PIMP SIMON BY / w �� . • ire-WV rer / /v muWw ETaRcr 10 / 6 0 - ti it s • ti!i.• ti -, m�T� ssl !,�• .0, i : I/ N r,, \O /J/ ern,ks�W Z. (), \\— P : ''-T_ ,..) /1 'j LTA`\�I�,. M � I '/�: / / /// d c OF EC WET WELL � T-•.-•i �' 4/N 4- � -r', �_ ///- � Ex r SW saeE 8 -�Y — r` .. 1♦ly //// / I F Ex TOP EL 5{SLt Ia.ljp��It;:eV h d- j ---2------- �•� �, .J'_ - \%-- L l OL 9aD10 E REI1[D t..4.40S• �_ he J rn ^� N *� • j _� /// CCC \ Ex MOM Mt. �<�' 4� ���^ CD'. Cl- \ • Q "' W./ ^ --- >�EF / -- !!22-cc \I^ Lj �54 1�R �\�— ---_� ��/ �c� �'p , V \2 M C °F,) ,;?o;,T;;;° �,� _ /� —————i'— GDI'- IE19Ele1r/ ` /� Q Q Ct.j 1D eE EX.4ROVED, rAuENo EC MET N mMTO BE RH —_= —— —— -JA. (l/�h SEALED WATERTIGHT MEN N 405 OR APPROVED — =-- —�` Q. / CO-- i NCO d•N .. O MAIL SET:NOTE 3,MS VA (\ / y�DTP �� IEx Ra.N sa1A> I \ �� '��� __ u POW 510159X IRE % / N. et EX 4*EISCIPAGE PPE / �/10 / U� C�4u SEE ME DivEcr BE RELOAD ) E s DM WEB ESL m DEMOLITION NOTES AND _- -/ N / /�a OQ JJ/�� �I D.E SIN RPIAcm" CONSTRUCTION SEQUENCE PHASE 2 htk6 Q N INT1H IL AT D.SLOPE THE FOLIOAINC 6 A SUGGESTED SEQUENCE O CONSTRUCTION. THE CONTRACTOR SHALL SUES'A OETMED 1 0\ - MUT:, // •- W r ow (RAC N ST7%) FAIENCE OF CONSTRUCTION FOR REVEW AND APPROVAL BY THE ESA MID ENGINEER. p y 31no ..3.11x, -5°`� \ um— UPON COMPLETION OF PHASE I CONSTRUCTION,COMMENCE REHIBIUTATON OF THE DOSING NET WRL. O& ��/ o / 2. REFER TD EXISTING PUMP STATION SECTION(DE SHEET)FOR RFIAMLDATCN DETAILS. `��] /— 3. UPON COMPLETION AND APPROVAL OF REIVBILITATON WORK.CONTRACTOR TO CARENCE ta61RCICN Oi ,O p r 10' 20' NEW FUSS(TIP.) FOUNDATCN SLAB.PACSTW PUMP SKID,AND PUP STATION BMW. ` — �WICAL 01 SCALE 1•=II' MWPNGS FOR DETAIL E A CONTRACTOR TO COORDINATE WITH DOMAIN ENERGY FOR ELECTRICAL SERVICE UPGRADE.SEE EIECAL DRAWINGS Y FOR DETAILS. 5. CONCURRENT WF1H THE CONSTRICTOR OF THE PIMP STATION,TIE CONTRACTOR SIM L N50 R6GLL NEW WATER I METER.WATER SERVICE LINE NIO COORDINATE ALL OTHER SITE IMPROVEMENTS SUCH AS RELOCATOI OF IXISTNG E. UNDER GROUND ROOF DRAMS UNDER EXISTING GRAVEL ODE PRNR TO INSTALLATION OF PAVED ACCESS ORM. _...PII B. ONCE NEW PUMP STATION 6 COMPLETE CONTRACTOR TO PERFORM TESTRC OF PIMP STATCN. 4 7 UPON SLCCESSFIE COMPLETION OF TESTNC,CONTRACTOR SIMI SHUT DOWN BYPASS PUMPS AND REMOVE SUCTION rrr r r r r r r r r r r r r r r r r PIPING FROM NEW MANHOLE AND ALLDN FLOW SRO NEW PUMP STATION. nB. CONTRACTOR TO INSTALL GRINDER WITHIN NEW MANHOLE PER DETAIL ON SHEET C-5. EXISTING PUMP STATION 9 I TESTINGINSPON TALL AYE ORNEWAYNSTAOLLL TREES,AER PPvYPERIWENT THE AND STBIIZATTON TO 401.D TO PERFORM SNURBEDDAAREEAS. SECTION NIX 1 Pa OM N 10/6011 io v: ,..d ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 3 FINAL SUBMITTAL Aef "IA 168 SPOTNAP ROAD MCIR> SITE PLAN AND ovE IMP CHARLOTTESVILLE,VIRGINIA 22911 4 couteARB APPROVAL ° MADISON OFFICE PARK PUMP STATION REPLACEMENT C-3 Whitman,Regaardt 8 Associates,LLP mom EROSION AND SEDIMENT CONTROL 29 9030 smy Pan Parkway.S..r 220.RK1w.c a.Vow.23215 No—M,AMaav AND DEMOLITION PLAN PHASE 2 SHEET NOTES 1 PROVDE TEMPORARY SUPPORT OF EX6TNG POWER POLE AS / ^� - I I REQUIRED. COORDINATE WORKO WHIM NINNMIur WIRES As NEEDED. i 3 I �Q (p \ I T 2. PROTECT EXISTING TREES WHERE TREE PROTECTION 6 NOTED ON I • I SHEETS C-2 AND C-S WITHIN LOD REMAINING TREES WINN =Q' S if-6'q SAIL SEWER Z .` Lq]MAY BE REASONED. ALL TREES OUTSIDE OF lD0 70 REMAIN. O 1D BE REPLACED M PLACE NO ' I NOTIFY ASCA IF ADDITIONAL TREES ARE TO BE REMOVED OR AT SAYE SLOPE AS COMM TRIMMED TO PERFORM WORN. /��_� SEWER(NA.N.537.39) 01 a a III I �� EC �� /WON le / �- K Q O IS:t 3. RENCISREucNrvoRAlwOw ENSINL�SBAPPRDxWN Yfl ER EOF coNCRETE (V '` •�\ MAXIMUM LINTS OF THE 6•SEWER REPLACEMENT ARE SHOWN. -Li XQ Ce p'' \` Q \ �-y�Q)• ',..t i .,- CONTRACTOR TD REMOVE ENOUGH Ex6RNG CONCRETE \ Q��� 41 ,w.a2Rr Q / S�✓a, TTI1� - ENCASEMENT AND B•SWRARi SEALER A$RAND TO INSULL I)ice Qa 4�Q P'. Ni Q Ex.Et'" C S L/? to�}{� \ �I ®P LE1 ASS D NEW GRINDER MANHOLE RN FOR SEWER LATERAL,AND CONNECTIONS S CO 1-A7 Q N/// \ 7 or N�6•TN6$HEFT. '•C V m �BB� / / /I / / l 1\T / 7\N _� + +'BAN.SEWER LATERAL TO BE PVC SOR 26. MINIMUM SLOPE I� J .' � R 1147568E02 / I / E 11, 4 OR LATERAL TO BE 2.0%. LATERAL TO CONNECT TO 6•X4'TEE oT ISO Q 7„� - • 12116•PREEABRIGIED PUMP / /r• /// `U.� OWNER 6'CO BAN.SEWER. Zf I Nn .' (V 0) STATION ENSUED FLOOR ElEV.BW 4 ��DMG :/� / / / ' EL PERINNFIR EASEMENT 5. SLUE AND DEPTH OF EXISTING UNDERGROUND ELECTRICAL LINES Cry tl' a MOLL E7(ERIOR Eg1PMFNT PAD ( l / /�/ l ' t�J 10 LF-4•PVC SW. ARE UNKNOWN. CONTRACTOR TO TEST HOLE LAXITY MO NOTIFY G` • - /gyp / / a ENGINEER AND ACSA OF FINDINGS PROVIDE TEMPORARY Q. !'. O(0 :�.',''' Z. T1IRDNC COMER'E. SEE STRUCTURAL OWINGS FOR DETAL `�, /` /�y// • /// /� �/�� AND NOTIFY NB +,DNS sF¢T. TSEWER LATERAL SEE NOTE HE AC54 APORTS�10 TMERENq ENNG GINEER TEMPORARY E UNE AS �SFMOOIIN OF . •. Q /••\ ` O ; 60 N 3905997.66 O �. /6•/ /I . `NE' Z 2 EA-SAE SEWER THE COSTING SERVICE 6 REQUIRED. I n1 .'S \ or- , E 11475674.13 `A / 2�' /�- \h�✓ \, In//jj•,� EMERGENCY \ '/` / N CLFANg7T(11T.) 6. 32 LF 15'RCP STORM SEWER AT 1.9%SLOPE Z Z 6 SQ C :+Ci: Z/ _54 6 IMAMS CONEC oN 0 p' s:�� • '/ / Setif 47 • OP EL 5,45 INv IN_539 7t NV OU -540.J2 O7) FOR: �c11 / F7 4•DLF MwgLE WTM CRNUER O O ZZ^•. ._ 7y ��.'K �v� �C 7 Ll / yN.� /,! SEE NNE 3,INS SIEFT. 7 COSTING OFTICE BUILDING HAS ROOF DRVNS THAT CROSS UNDER 6 L - yr EA.-r .) -I ��J-:. N..� Q Q y'�p� i "'l w` , \Y'_ �• SEE DETAIL SHEET C-5. DUSTING DINNEWAY CONTRACTOR TO LOCATE AND REPLACE !� r l 8� �X8�• R �� 1` -+ -�— � �h ,,if',. N � t// -w �,, 1 EA-rxe DI TEE DRAMS TO BELC' ROOF DRAM AT NO ADOMONAL COST TO THEBURIED PAVEMENT SECTION AND MENDOOF ED NDED 120' 411.‘ RUNE AND GRADE TO EX6TNA CREEL ROOF OWNS TO BE �� �- / ^• Bil* �C�'� �� ^ J SE REPLACED S IN EE MACE TNLS 5FQ7 6 WATER LE BO PVC AND HATCH EXISTING DRAIN DLWETERS. ' Tv, \ �^ '`�� ' � " -`� - ' = h 3 5 y11PEF CONTRACTOR TO USE DOSING CORPORATOR STOP FOR THE FEW As E 6TEIC N/J i b \ • O r 1) Ea 9. SEE STRUCTURAL DRAWINGS FOR TYPICAL BELT CRANE FOOTING R5.0' v.,, y, / 3� DETAIL DAVIT CRANE TO BE STAINLESS STEEL OS TON(NN.) V %:. 10 CAPACITY,AND PORTABLE DAVIT CRANE TO HAVE A FLUSH 72OPE • Ny R7 a� �'. �' /� ' WANTED WINCH RBAS ADJUSTABLE 13031A,EMANUAL WORM GEAR HMO �� WHOSE � / ����7 � e �..�� W X E AND 304 STAINLESS WIRE " \ y :/M / RYLD' PROPOiED �[ I }� VORTABLE DAVIT CRANE TO BE COMMANDER 2000 AS B C s �Ex�t:0FEE M" �___���—� EAVE'°'t //�// _.� d V\ �Z ZIMMUFACTUREO BY HORN OR APPROVED EQUAL ' � . Co�, 'WATER SEIMCE lllE _ _ \` - y ���// // '/ 1147sex198 \ P 4"\ !,/- W17G-IETFR TO BE BEMOND W 1 /// ' I ,/ w (0 CORRIDOR SHALL N EMANATED. . - S(i ma Xm16 91ff4-_, & An REPLACED.- — ^-S/ i /. \ 4.EN 7,.11ETlt BALLET CA ^'WATER METER Am BOX- `/ _' / / --i �j I Al��r Ex I ERIY LIE �V R20 0• .,_7 j H,., t L NOTE01 �B.1 SHEET f.. C r./�� �G, a ` ��,�,,�,� \ r 2 -4'eowit42E) - le, - N — - /_ € I"' • . V NEE 1S'TIG9 DEALER _ -12 o %_, 9FCIIEOF: > / %..6L. - / / •Eu EQI�7x6 SHEET G �'IQ�`_ — _ \ '�iE'" s¢HALE a TEas Am%—i/' G..�r j mac- J/ V '\Z" Li)nN Q q7 �� Jtr� •� . — FIBBING PBR1E 901E WE --O"— / �' / 91) 2yi /L/ : _ -- y� OF BID.awn f PE- . i : . =- —-- i i LNE q / —NQ ,,tE�4EFr 4 � b Er / a4 . \._ -ts oYneLIE / m \\ OA Nh -—— — PDBFR_sow:ENE 7/ / / 0 i_ En 7. �5�6 raE IIEm 7C Cr) / ,-.1.- 1 \ _ yam. Z� Obp��n° - � �,\ NzN f n b a 10• 20• to Po 1 \ SCALE 1•.10 E. w OUE N 1.3150.6 wiz_ 1._,,. ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET g-, IN1714) FINAL SUBMITTAL WWI, .4 168 SPOTNAP ROAD 5 SITE PLAN AND "'o R' CHARLOTTESVILLE,VIRGINIA 22911 ARB APPROVAL oN.Y nN MADISON OFFICE PARK PUMP STATION REPLACEMENT ' C-4 ,49 Whitman,Requardt 8 Associates,LLP SITE LAYOUT AND GRADING PLAN 29 110 /5110, 9030 Slant Paul Pe•Fway Sole 220,Rena..V.rty a 23235 FOAM0 17 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Na GUIDE RAIL WIDTH IIII 16'CHANNEL WIDTH mu LEE Nola T '�'L'.•��. 14 My r Is it VS- �� w ��� I \%!/.� 15�'FRAME WIDTH �.,"`""^� G ell �BACKS-ILL 1;111 a-EXIN0 WWI Lea ROCK MATERIAL III 6 II`/' __ 48•DM.FIBERGLASS IR 4�ime k `®� •STABLE Sam I:Fie4YL, ae sdE _TMUNIN:NnAL`Ts1 `u'.vwo.mTHOROUGHLY OCHAACTED CTRAFFK:RATED) BI 15//-``• lr NEED •SCRAM THE BOTTOM Or THE M., RUC.E a s"" rl f + BY NANO O 46�BNNNNNN�41 eIK un"a..In S NP MUNE ACT SOIL m m LAY REST AA 4.BE ROClit OEMEN •[ - T.Nme ftf* �`_/_�-I`�5 yA' � ��� � PE STOVE —- BE ;ma. / FOUNDATION IN POOR SOIL UNDER-CUT CONDITION u. JJ% 18• C III INITIAL BAID,I. e��Y�6y����i'��'2��i%r/�,.�°u cRci uN50`sTAel,: A (141�� A �� a?oii���Y���` � Bb' fib' A.°� a commas. • IJI! Me* ME WERE IS / � 1 NO ROCKS SHALL BE ALLOIIED YAWN 24 OF ME WATER LINES PROVIDED 3BEO W OF NO 66 ENCOUNTERED PPE SHALL BE ISINIID d A MWIM B" 2.NO ROOKS LARD.THAN r IN ANY['BENSON SHALL BE ALLOWED ABOVE THE INITIAL BAORYL ANCHOR I/A I-a/r N antat NCLE a R41EIED M HIE ED ne I0M1 REM NETETa s.THE MIDAL BAOKIRL SNAIL BE PLACID AND COMPACTED N B•MI BRACKETS 213•DW NI ' 6 L NO ORGAN.OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED OF 4J IN THE L ERSH. OPENING -� SEE.Holes SHALL BE Duo OUT RI All uses. TYPICAL SEWER PIPE M DOME TYPICAL METER BOXES INSTALLATION IN TRENCH (Sir-1"METERS) DUCTILE IRON WATER B PIPE INSTALLATION&BEDDING NTS PLANVIE T VIEW 6,6 (1G S-2 RB W-T F,E MTH DOME E SECTIBN) (WITHOUT DOME SECIDO 1: 5 W W A Sw VIM I .'.�.....� P. 5 • ,-�//�+ V WATERf1GH7 WATFFiIGM IQ =17�ii itj�9€�' a. T _ _ 7 �^"4 FRAME AND COVER HT FRAIAE AND COVER 87 6� B� A / ', i /%��� TOP-544.5 TOP-544.5 y/ FINISHED GRADE FINISHED j� 7 ` BE� � • _._ P Z-,.� `V, e� GRADE GRADE 1 4E k Ii ! 9 ! 'm SECTION�A-A EsieWs v `' 12"MP.) 12"�'P) '„'/:,‘A-r-mtri / 4. S s/ ; Fj I waTN(...Es1 .e '��O// - o- MANHOLE I MANHOLE .1 I ! S V F•-A^ ADJUSTMENT �!BB �,- ADJUSTMEMJ ' B E q F a ® I Q"" - - RINGS TO I RINGS TO 4111 � Pil ��-- E 1.R E3 g�g t �,.� �� '��•,,,",-"„",••- GRADE irmi GRADE /� Ipl�- �E 1 tc N .3¢ •\ mi=n-n.IH.I II=n=_ 7. _ LADDER UDDER / W1 9 N GUIDE RAIL k 1_ l6 W ,. , 2•NPf ��ICI `.. tr _` <" , , N_ N/�1♦..'i ; GRINDER r t LoG(DTI"oN 1� �tiii I �1 65.1 `� �i �—i 1 ■ wwHDLE II m Dr W ELEVATION�A '- -t ■:IGRINDERICI - �', HEIGHTu _ir4 p� lihhiL_-1 III _ . _ _ bl : _ 4111I—_ OIllp <y TYPICAL SERVICE r LATERAL "ARMS INSTALLATION p�+ TYPICAL STREAM CROSSING (5/B"&1" METERS) Ink EFFLUENT . / C l - PIPE 1 e' uns AS SOWN ON PLANS ns CHANNEL f-F1DW N LIMES AS SHOWN ON RAYS ID1ET'R1 ' , 1I,l 'i AMEIIy ..III GROIAD � I FINISHED(AWE a +I SURFACE BALM WALDINGMY� I� _�� Q B 02.M.sown 1.5•SM-BS. .CONcREiE GEOIEVI E AS ,y REDURan(*CB.n �,y sa uls Bo o SECTION A-A SECipN B B PER MANUFACTURER'S 'tgA . 1 1•1•I I 1 r 1 NOTE. SPECIFICATPNS) \J fii\��Ti�ui\ei�ui I I r r�I°11.1�` '1 ! '''"y.."'''�"'�4N# INFLUENT V!Q�\�\��\\�p\��O p CONTRACTOR TO INSTALL MANIPLE Wi1N0UT GRINDER 6.MN.OF/E1A - FOR BYPASS PUMPING OPERATIONS WRNG PHASE 1E2 PIPE COMPACTED SOL OR n1B 44 r Nita OF ,A OF CONSTRUCTION.UPON O PUMP AND NIPICIED SOL OR/21B SSTONEP EP ACCTANCE OF THE NEW PUMP STATION BY THE ACSA 4 DIA.MANHOLE WITH GRINDER o PAVED DRIVE DETAIL AND REMOVAL OF BYPASS PUMP THE CONTRACTOR NOT TO SCALE NOT TO SCALECONCRETE APRON DETAIL SHALL INSTALL TILE GRINDER ASIDE THE MANHOLE NOT TO SCALE ID. ME INmums - ----- I rr ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET WIR FINAL SUBMITTAL 1ER'_WI_ 168 SPOTNAP ROAD 6 SITE PLAN ANDEl eaE 1N'n'iMt CHARLOTTESVILLE,VIRGINIA 22911 ARB APPROVAL oM1Y Wes„ MADISON OFFICE PARK PUMP STATION REPLACEMENT C-5 Whitman,Requardt&Associates,LLP NOTES AND DETAILS 29 i 90.Sony Pant Parkway Suite 220,Renfro,Vi9 nia 232. near n IEI�a • +� FENCING AND ARMORING CONSTRUCTION OF A SILT FENCE SAFETY FENCE A NOR®„o, STONE CONSTRUCTION ENTRANCE (WITHOUT WIRE SUPPORT) Da MOWS A PERMS M ORO WO.OR PMS O R . I.>e m■MUM �':.Ia's�'. mCi _ - M�wFiWO...•O.MP TOM PEE COMO A Q L R MO A M ,. u. MOE ■III �,• ,•- • mm+...MIS RE I 111 ir. 1::1F.4 Mrswi•�iot6•r u.rNae MI r DK sm•f WM SO.VIOL•en 1. '1 .il- 1 PM S1 M ECM uEu RIB,O mEn..aa u OOIED[M Osouaol O n_ E .. *• EAS !_" / V OR MOE DAM M O 1 n 0SER.COL • I �• -"L "4-211 % Jr o A...E .>n M SIDE ELEVAnoN " ` '7 I I j� �� �0jix i�\ WI FOP STOOL•MOO u R.alYWn R/®1R DE MIRE�FOR M ♦ Or ,rif/ �f4 �/,— /_� '.> ` I- —LF1 DO .FSS DO u S 0.i5 PC OLI�ylmsrim.o s®.M " , T '0 �-I I _ it- II ,+►� P��.. IVT r_-�. ,D4. ra Dm PELT K ` 4•i� r .:.:1:.. M om.E.s w RAW Sa1XN u M ILOITID la Sm MOWER s rt/MI. Ta.env tm.e0. f$IIID SOFA MO NM GREW 0EP➢9T M.EBFI.iDL COOT MPNS.IIIIOOII 1 , I `Q ON�'�fYi®m Pay.x POO.n VW CIO M.0 TER IS IIII IIII 11 1 A NI OM6 ALBS CAME MO M SITE OT 0 M WA M .LL LYE R•O ON M • •�S•'„.•� "•'.• lir Fmk IL EOM Olt ORIONS . MA P •MM.OM O M SRO CM NI.O M p11p1 n M MpfRft. � _ ....................•-:.:..... ................ n MOON N. ��•^ • 31hria i �� \I\ e,[•,�� lip ••PERSPECTIVE VIEW•Ir LEMK S 11 P.IL..Lm nVO4E DEW CAM. .�1"11VPLAN VIEW ,r.,... ��PATS.MO PRES ELL MD BE MvrnDOM.ow a>,e ROOT. CORRECT METHODS OF TREE FENCING ,n �roPvrr mmwcnN,E.M1m E.0 uwfn rn manucm,.cnnr3 M��'�':A:=M..SEE" TOAST i�M:-' -- :Z�� iY4:a { • �:..., :. �:i i:i:i.e.A:i:A.rizi,: ,� �5r I,47._ FLOW aeuuATION •<, ylvRy7 ►,.„ • OP MT STIR Ne W^UV ONE IOmw.LT LIM 1 A 3 SLOSS R•"¢•,• SECTION A-A �i I I I I •\� ■ E. SIOYPUfl YYYm011 nO ART Lt,@11UO6 •-r • Rl ; �; • . •. • ,/. , •i {+c ,,qq1I -A 1 ;a • MWIBFD D..G1F111 Ta Da POW ELL E•OGIFBD MO.M ORE..n ��1• nl "T.�Li'II ' �1 1�1:� el. i III 441 \' I■ 11...a 9.oD m1.n I.ALIEs a ROM M D.mMAO,n T.MOOTS '..:!......:MEMO.:- .• r .� , . F• -' I a.LL.n.A.T El OW VOIR MOTE IDLE sm.Aa. iF• 66 A.� ♦i'• _ �• RI .. n�InT.1P SMAR.VMS n..EPEE PEE ��Q- R raw Tans PEP MRS.a M IE.PM SRN �_�_I-1.1_L1=�.1_� •"., � _I'= _ 1-�I o®..an —..a m m V(DE ICU CORRECT TRUNK ARMORING Pan •O O PEE MOM .PUT a PERSPECTIVE VIEW PERSPECTIVE VIEW C. OCR M S SECTION B-B TRIANGULAR BOARD FENCE DRISEADID T°vn•LL'nmL PLASTIC FENCE METAL FENCE N StOIEIQ n MARC. M MOOT Wa. Dora..tad D.1D61_D.mAEl.D11mL1 ISW A tl-1 AVER Mn af.a PLOT 13.-1 m"L••ME,.L .. • a Es De MEv`Mc TOOT 11000 MO..En m•N...a M•O.1-1 II9iB..id �L=a T.Dlet OW EL PNOIECTION FEIROO AWL DE PVECFD A IMAM Of 3-FT RA 9.OM°SIR.n OOTLCI.ME 9.S FI MOW OUISIOE DE AcTum 0P IDE CIF MIS. 0 CONSTRUCTION ENTRANCE I i1%•.,:i a ®TREE PROTECTION ------- OSd7 FENCE s - O SAFETY FENCE —_— FLUME PIPE CROSSING � 1 1— Sirr PLAN VIEW iuii ' Iaiau— i � P.4 SECTION "A-A" SECTION "B-El" K O UTILITY STREAM CROSSING �----, i 3 n ha WI FOAM sm l ,.P,,. ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET FINAL SUBMITTAL rem "" 168 SPOTNAP ROAD 7 SITE PLAN AND DRE ISEI_+ CHARLOTTESVILLE,VIRGINIA 72911 ARB APPROVAL ram„ MADISON OFFICE PARK PUMP STATION REPLACEMENT C-6 Whitman,Requardt&Associates,LLP aems O' EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 29 9030 SOAlms,rry Pa.P .y SUM 220.R mvmd,WO,*23235 Lava w.rem ARCHITECTURAL ABBREVIATIONS: ARCHITECTURAL LEGEND: A WOVE If FIRE EITNAASRER CO BRACKET PC PAVER TEE j//� K AC AR SS SOON(O(CONRTONER) FEC FIE f%INIGG6RRER CARNET PC PUCE AD ACCESS DOOR OR PANEL FH FUTUEAD PF RISK FABRIGTON DOOR NUMBER SYMBOL ADO AIERIAN WITH(D ACT FIRE T FIRE TREATED Pi RATE AOI ADJACENT FR FUTURERAS PIASTER ATE ��W������ 'mow'CONCRETE UNITS ESFIDSTA G SUB a FUSING PREFAB PREFABRICATED 4 R A� Af ACCESS ODOR RN FULL LENGTH MIRROR PROS T PRESSURE TREATED LOUVER NUMBER SYMBOL AiT ANNE UNSHED FLOOR RR P7 PAW NIU TWANG LAIC FR FIN PO PAPER TOWEL°SPENSER I].7 1_I i I II STRUCTURAL CLAY SNITS ALT ALTERINTE FRC FIBER-REFENCED COATING PIN PAROTKIN ALUM NAMINUM FS FILING SHOWER SEAT PIC POLTVNRL CORONAE O WINDOW NUMBER swam APC ACOUSTICAL PANEL COLIC(LAY-N) FSS FOOT OR FEET � IIII III II GYPSUM BOARD PARTITIONSRICH URAL FABRIC-WRAPPED (AUKAEI ASB ACOUSTXAL I I R001 NUMBER swam A FTCFMEPANEL) ASP ASPHALT R RISER OR RAMS ATC ACOUSTICAL OF COUNG(WNCfAIED SUSPENSION) G CAUSE RAF RASED ACCESS FLOOR WOOD-FINISH GRADE NIP ACOUSTICAL WAIL PANEL CAW GALV NIZE° RD RESILENT RNLI BASE NO ACCESSORIES MRL YI///� GB CRAB ERR RASE RUBBER RASE TREADS:ROWS: BB BULLETIN BOARD(GLASS COVERED) SEN GENERAL RCP REINFORCED CONCRETE PIPE L v WAl/BULCING SECTION SYMBOL BC BOTTOM Of CURB aGLASS RI) ROOF DRAM OR ROUND BO BOARD Gill GLASS UNT MASONRY(GLASS LUCK) READ REOURED WOOD ELOCANG BEN BETWEEN R0 GROUND GLAZED MASONRY TNT RF � ODANG Y ;VINYL HOC NDCKNS OFT GROUT ION TIE sato FLOORNG BIC NUM GP GYPSUM PIASTER REAR RENFORONG BAR REIE RENORCED REMORCNG IIIIIIIIIIIIIIIIII RK'AO HALL/PER►ETCR NSDLA10W e TRUE'MAD OCTAL REFERENCE ma BY BEAM DP GYPSUM WRIER PLASTER REF RFSWOUS ROORNG BOT BOTTOM GYPS GYPSUM BOARD(WAIL OR CELL GI REDS REDUBED BR/S BACKER ROD NC SEALANT BR BRCH GYPBS GYPSUM BOARD ORP-WALL ASSEIBLT ROURNB� PARTITION TYPES REVN HUD Al ROBE HOOK ION REDO ROOF N51AAICII I C CObUT HB HAMNER NCO RN ROW ttt BATT NSUGTON ❑ NUMBER-CONSTRUCTION NOTE CC CORER TO CENTER C HARDWARE IC HA METAL RRIIR RECESS HOCH ED RECEPTACLE J CAD COACT HOR (IA-I PONTTAL RI ROOF EVENTEX I��N6/ GRP CARPET IP NCH P RK REMOTE DOSING CETI CEMENT VT (EIWI S SAL SOUTH OR SIRE O NUMBER-OFNOUTION NOTE CEA CERAMIC HER (EATER SC SPECLL CCATHA)011ER THAN PINT SYSTEMS) I'R,, eI CONCRETE CI CAST RON ROC WATRO,VENIIUTON NO MR CGLOOBNNG SH SCHEDULE OR SCHEDULED CC CORNER GUARD IN HOT WATER SCR SHOWER CUMIN ROO Cl CEILING((RAT SD SOAP OSPENSER OR STRIA DRAIN REVISION CI CONTROL,ONIT D NODE METER SECT SECTOR ' - POROUS nu CL MIMIC II NCH SF SQUARE FLOOR .-..,.c-.. CLOS CLOSET NSIA NRUATNIN PT STRUCTURAL FACING TLE :�>V:i;' �� CLG CEIUNG art INTERIOR SH SHOWER t NORTH ARROW CLR CLEAR NV INVERT SHT SHEET CW CONCRETE MASWIP CORRUGATED RY LIFT I ,MIN L STEEL J06T PPE SILI SIMILAR ks, .�,�.•\ LW M (CONSTRUCTION NORTH) CO CLEAR OPENING .0 JVWTDR'S CLOSET HOC SPECD CANONS COL COWIN Jr JOINT SP STAND PPE COMP COMPACTED SO SOLON CONC CONCRETE KO KOOEN SS STAINLESS STEEL OR SPACE SINK V//A METAL PATTERN COSTR CONSTRUCTION SSM SGLA SLRF.CE WTENN CONE CONTINUOS L LNTEL SEAT STATIONARY COIN CONVECTW UB LABORATORY SL SIEII CR COLD ROBED LW UYLTMR STRICT STRUCTURAL OR STRUCTURE SuSPOCED COPE CNOORJSU TFD POLYEORLDE EUSTOIER H MOWN FLOOR COVEANG A Lc LOC IR ACESLRE -WARTED WASTE RECEPTCLL CT CERAMIC TIE LLV LOG LEG VERMAL SS SYSTEM CU COMER LOC LOCATON CR COLD WATER LOCK LOCKER T TIE CX CONECT TO GSTNAC IP LOW PONT TDB TAEL BAR LETTER INDICATES SECiKM, LETTER INDICATES SECTION, D DOI OE LTG ECHOIC TAGOTTOPGOF BOTTOM GROOVE NUMBOR INDICATESTTONDETAIL AL.SECIKN W AMBER NOIGTES DETAIL DEC DECREE LV ECHOI TC TOP OF CURB ELEYATKM OESONATOR OR ELEVATION OR ELEVATION DEMO DET SHIRE ON T EN O TOILET SEAT COVER DISPOSER HONE OF ORILNL FOUNTAIN ALCM WOW M AMOR TER TERRAllO DRAWING NUMBER WHERE OM METER HMS WSW/ TH THCX DETAIL.SECTION OR DR DRECTORY INTL WTERL TO TOP OF ELEVATION IS DRAWN Dm TOSBUILDING 00 DOLOR OPANG MSC I OC�NE CARNET IN TTOOPP OF STEEL TITLE AND DR DOOR MDF (WATER CLOSET.URINAL SECTION/DETAIL ESS CAS POUT TEE F OD "FIBERBOARDOAR SINNER ) SECTION/DETAIL DWG DRAWING TECH F TECH AL METE TP �PAPER o6PEBER SYMBOL REFERENCE EA EACH MI MANHOLE DTP DACESYMBOL EF EACH FACE MN MNMUM U LINT FIS EXTERIOR FINCH OSTEN MSC WSCEUANEOUS LAC UNLESS NOTED OTHERWSE EFS EXTERIOR INSULATION AIM FINISH MIEN W MARK LR URINAL EJ EKPNSON JON, MO MASONRY OPENING EL ELEVATION LP METH PANEL V VENT DEC ELECTOR OR ELECTRCM MR MR W OPTICAL NMI ELLV ELEVATOR NM NEED USA VSWL DISPLAY BOARD(WEED CONTRO CE UP EN ENTRY IMT NO METAL VW VERTICAL EP ETNAIE PROMOTE-BASED(SINGLE PLY ROMWO) VEST VESTIBULE ERR ELECTRICAL FMB BDX N NORM Of VERY N FEUD L MOM (MODE-PROMOTE-ODE MEYMMNE W POT APPLICABLEVPVAPOR I RFAUR $ PS EXPNOFD POLYSYNUE IC POT WPM DISPENSER AS VERTICAL SUIOPWE EPA ERCY NC NCR N COWTAACT E0 EQUAL NO W WOMEN WOOL WEST OR WMDA 6T ESI�WTTE 12 NO L SCALE MC WATER CLOSET OR NAIL COVERING(WAIL CR ELN EIFCTRIC LIT(EATER TOILE COAERING,WALL PAPER) EW EACH WY G DERAIL ND WOOD EWE ELECTRIC RATER COOLER OC CENTER WEEP HOLE 4 F M ELECIRC WATER COOLER-ACCESSIBLE CO OUTSIDE OOfT OFF ITNNICE W DW WO ETER O WINDOM OPENING DTP EXPNSDN DR REPOSED OHO DERMA CORING DOOR WP WATERPROOF OR WORKING PONT LET EXTERIOR OHC OVERHEAD CONG GRILLE MR WATER RESISTANT OR WASTE RECEPTACLE v_ OP OPERABLE PANEL PARIO WT ION WONT F FILLECO R (NAIL FRM OVERHEAD TRACK) NW WOVEN FARE FABRICg FC FAN FOLDING UNIT OPECOPP OPPOSITE DPNNfIG FD ygN FOR Fd. DOOR roamFW AMNC) OX OUNCE YR a To YARD a 6 BR R IM126 ICU A _ ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET FINAL SUBMITTAL "F168 SPOTNAP ROAD SITE PLAN AND Wf'_WA_Wx Na ffi1 CHARLOTTESVILLE.VIRGINIA 22911 8 ARB APPROVAL eM MADISON OFFICE PARK PUMP STATION REPLACEMENT 8 Whitman,RoY*T 5 8 x Ass LLP asom e. GENERAL ARCHITECTURAL NOTES.LEGEND, 29 A 1 i 9030 Sara Po.Pr.,Y w m,no.Ra. AsA.VURIm u TANK..R9z �M�'^ ® AND ABBREVIATIONS • 16'-0" • .l 12 m111 ^' auI FSS CURTER NO ink L'' ", � 0 _ DOWNSPOUT(MOO 1 1 7,:r,......1.to N,,, . SLOPE. SLOPE.--1- .. ,, ii__ =. NIPPUF ..,.,_ .... Row �3 �,' �•1 IV /111 r. b 13 I= W_� _a! / -=1=,_ , �� r7 r ail — oIll steno O SEAN KM ROOF RYRIAL) _EIS CUTTER MD 00NI8PIN COLOR TO MATCH E16STo PUIV STATION METAL ROOF (RPGL) CONCRETE SRASROLOCR 1•-L• TO'°F' ®PUMP STATION ROOF PLAN SCALE 1/1•.1•-0• REP .PUMP STATION FLOOR PLAN m 6'GYE 1f.1•-0 Zj J REt rRrROOF MST•r-.•o/cMt) iiiij' IIIppijll a�noMIER ) _ AIM 1'L 6'FILE RATE(NAM) 2.X 6-ROOF d061. /111 ill AMIN e Ur I. IUr 11/ :1].II o s CONINUOUS(RPM) SEAMLESS CURER NO DOWNSPOUT (TYPICAL) , 1' i' 4 ®PUMP STATION ROOF FRAMING PLAN® SCNL. v® SCALE 1/r.1•-0• REF 3 10. p10C BY R0.900 SOIL ALBEMARLE COUNTY SERVICE AUTHORITY .: W. DRAWING SHEET S FINAL SUBMITTAL br. '�' 16B SPOTNAP ROAD SITE PLAN AND Nac' �' CHARLOTTESVILLE,VIRGINIA 22911 9 61 ARB APPROVAL , ,„ MADISON OFFICE PARK PUMP STATION REPLACEMENT IS PUMP STATION FLOOR AND ROOF PLAN 29 A 2 Whitman,Requardt 8 Assoclat�LLP 9030 Whitman, n,P,,qu sane no.Associates, tee,LLP no¢r.�.bAo-or.� STANDING WY METAL ROOF C SEW METAL ROM COLOD R TO KAMM ES67MC PIMP SWAN METAL ROOF 12 6 // \\ PIMP SG11pN METAL ROOF COLOR TO MICH MING -I 6 SFAMFSS CUTRR CONCRETE ROOF BY BUNG MO OOwMSPoUf 1,I.I'I'dI��I\` Wx�K(BEYOND) saw WHIR \ CONCRETE ROOF Br BLDG (� ) AND DOMSPOUT PEfASf CONIC PAAEL w OOOFF IBW6TSNOS fW0BU 7RBCMDMN CKRG E DPO AXRB ISFBIILTM/KE ■ MY■ ILD KIT MIRE P ELECTRICAL E r 1 STON ANC ` __�S SAN TO BATCH RED BRCS ' OF MAAN BUILDING ON S'IE csNCRETE :" CONCRETE SPtASXBIDCN SRAY6LOC4 � 1011 I <> ®EAST ELEVATION ®SOUTH ELEVATION MAIL 3/B'-1•-0• SCALE.3/8•-1•-0• REP A-I REF A-1 STAMDONG SEAM YEW ROOF STANDING SEAM PETAL ROOF COON TO WATCH EX6TONG COLOR TO MATCH EXOTIC PIMP STATION METAL ROOF PUMP STATION LETAL ROOF 2 12 CONCRETE ROOF E BIDG //// SEAMLESS CURER CONCRETE ROOF E&DG War(aroxo) � AND oowxsPrNn VW( ) //. \.,,_ pIf ..IIiSEAMLESS ,..1 PRn'AST cow PNEL w/ Z:Z: : ILD LIGHT FIXTURE y ♦ FIBOSSED BDCK PA77ERN ��ELEC LLAENS SEE � SNN ro W7CX RED SLICK ���� FTECIECAL E-1 i 6 MIN BUILDING ON 511E rrrrr---- f ti<t, f Y r err a q a _r % CONCRETE .�•f :st'' ' ':t.._ ----.--PRECASTCONCRETE ===== SPLIStIRDCK 1 r� titi ti} EMBO COR PALTER w/ K ==_ \\1C.n r'. Jj }rr• EMBOSSED BPoCX PATTERN 1 Jti A�\J Stir{k_n' ♦ . STAIN VA BWULDING ON V RED BRIM -� 0 ®NORTH ELEVATION ®WEST ELEVATION MALE.3/B•-i'.O SEAL 3/B••I-0• REP A-1 REF A-1 E SCALES 3/A•-1•-0• R Oil °r ....` VVR41 mra vA ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET FINAL SUBMITTAL o.i �' 168 SPOTNAP ROAD 10 SITE PLAN AND WE rlwal2■1 CHARLOTTESVILLE,VIRGINIA 22911 ARB APPROVAL MK MADISON OFFICE PARK PUMP STATION REPLACEMENT ' A-3 F. Whitman,Requardt&Associates,LLP PUMP STATION ELEVATIONS 29 9010 333ST Pom.5 Partway-Sure 220.R,Chmdq.Wg. 2S2SS now•� �� • 5/5•PPHWOOO ROOF DECK WOOD RAFTERS IT 6 STANDNG SEAM METAL ROOF ON 2 LAYERSOU ISr FELT liblib% I`\ FASCIA f11��70'FI , SEAMLESS GUTTER AND DOWNSPOUT STANDING SEAM METAL ROOF .r.A�• i "f COLOR TO MATCH EXISTING '•4r '•fM1'•;�:'Y'r•K5, PUMP STATION METAL ROOF MIIUIUIIli 11thI IlUIIEIIUIIIIIIIIIIDT ',' f''illl�I�I�IN\ 5A'PLYWOOD ROOF OECR = CONCRETE DECK Banc Maas CONCRETE ROOF II- i 11111i,I,`il`6 ® EE 71/7M _W SOa� aWa1 ANYi P...� Wi lisa rem.m 9ezai eti S CDC 11 ACE �' f:�+7Y> 9.P'7.`:lw kY.4a7E' *i�3r' d5'S£1..'-.¢5d35J€ACae�itd�'6 .f53'4:tf;£J i; f•'L{�! �. -� PRECAST CDC MO s/ SEWN ctt CUTIE% " __�� FIBERGLASS&TT S 0011.. f11B055EDBMG(RUIT)WlAND CowN5P0ITis 'r NSUUTON,R•=R20 GUWRIFICRREA'S SDR1AlA 1fi%� , R� ; F6 3 X 3s FACE RWTH E. O1 3 X 3 WOOD FURRING 2 1/Y RICO N4AAION .� SPML FUIRWNG AT W/LW& FBERCIASS PNIFl :r _,; 7d O/C ON 5 X D WOOD NRRNG � :S. __ OBUILDING SECTION ���� �� REF A-1 All% /FIBEA0.ASS �,4,A....01 \ _�� --- _—_—_ 1 FACE PANEL Y h "5'NW!' 1 i i-�::'.7:gip:-:'rl.=�:: IT.P �s N 1 / ;'{p i , ti.A iMP, VW / Oil, P % MVAP STANMRD FWIRASS =L.7' 41 aC.k LdOE1E PMAOLLTE PRNNEI WB/LDBGR ICK \ BUILDING SECTION FACE PANEL&Y POLS,YREE *.3m SAL 1/Y-I- INSLTON ON 3.X J•WOW Tunic ,= .,,,W MANUFACTURERS FBERGIAS PANEL {I;yi'n•VL REF A-1 I 9 A , 4nil W/GROUT 1 z 'r'N , r AS /z sEE �!y+- sTRUCNR.o FOAM VV . •, ''e ° .d••<, 6 1/2 REC.,COpO VI/STRUCTURAL v. 7EAYNIIE CTNC STAB 1 \ RECESS i TAPER AT A1 • , \ a�VDT E CIUORE e ° d / / E • \ / d \ p r 1' Y' 4 OBUILDING SECTION/DETAIL c 1® A-a sou.Y-1'-0. REF A-1 SCALE 1/2.-1.-0• $ MR. uMe n RaWms sc . ,are N/AALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET WR4 FINAL SUBMITTAL `oW` "f" 168 SPOTNAP ROAD SITE PLAN AND OW mum 2A21 CHARLOTTESVILLE,VIRGINIA 22911 1 1 ARB APPROVAL mot ,go MADISON OFFICE PARK PUMP STATION REPLACEMENT RE A-4 LI Whitman,Requardt&Associates,LLP ® PUMP STATION SECTIONS 29 9030 SMnX Punt 5395waX Suns 220.RMmarq.VRme 23235 ' 1'-4• 2 f 3'-10• l'—'rDOOR SCHEDULE .-- FDw INSULATION 5• 3•NON,/_ RIRAD 2•EXIRUDFDrrr t 5• CE MOM�/- izzRx ruRiR nxeui POLYSEYRENE MANUFACTURER'S STANMRD ON I#�I-I{ ,So. tmv SET Nu LOCATION TYPE N Wit READ IAMB vt uTMO �� Dcon FIOO Q ti -IMAM FIBERGLASS FACE PANEL �� A� �IE,A�. PRECAST WEc ON 3 K 3 ROOD PURRING PFIYSI 2.YPENE BOARD tiA LLNSIE/LTIRFIIS SVNDVN .t MAot p,la zra PIMPRON A w NA-3 NMI Saw WAN PRI Pro SPICE RAMC AT - � r FBER4AS5 FKE,TAN 1'-0.0/C �T�q ON 3 K 3 MOOD FURRNG tms rxvot W>Nr zra RAP MOM A _ t w aO! rM NM Nor! vm Pm ♦— %— SEMANf ANp SEALANT AND PRECISE LOXL ,SdL''S-.' SPICE FURRING Al Y Y 2• 2• BACKER ROD PACKER ROD SEVUNf Nq 'II Y-0.0/C X T 1 X SCXEDOIED METAL FRAME MCKER FnD SFNANT ®DOOR &_FRAME TYPES1 DOOR` 'TM'RECESS ► MD A-5 =T HEAD As BY RLDc MwIF . BY SCREEN REP tOuvER LOUVER SCHEDULE SEE SCMFD s 3 N0Y A/- 6, SEALANT AND ii� ""T / �CDC PACKER ROO MRMIFACNRERS STANDARD _ niAnxIBM r ri MNUFACTURER'S STAMMRD PRECAST CONC A-'� ON RG Sss FACE ROW PANEL tp. RAn SStn Szmt e.RurnD w IA. SRL ROrAAn R COYPRESSKIN LUG FIBERFUASS FACE PNA t' WRING TYPE.WEB ANCMOR ON 3 K 3*COD FURRING I q@ SPACE FURRING AT w-, ALLY t A• P .ra NA-3 ATM .0 O A PER YMB SPACE FURRING Al RIGID"RO Nkil 2'-0-0/C • AND 2'-0'0/C NSUAiION _w: uu, : ,e.P, r,Aa N. MBA, » a BACKER SOkAAT AND HEAD &SILL ZYt•&lY[• 8 SCNEDUTD BACKER RW 5' 3'NOM+/- Q COOK A META.FRAME FOAM INSULATION 1 T A 1 ®LOUVER TYPES FRAME PA0 0ED anc""` FORD EX FIn PR41. EAw FAcnIRERY SWAIN) RE F.1/i=t-0 JAMB 2 -UNFACEDE BMRO n' - FIIIERGASS FACE PANEL ON 3K 3BOOD HARING I.ilr'xL REF A-5 II . SPACE FURRING AT ROOM FINISH SCHEDULE y ,tllp 2'-0•D/C WALLS ®DOOR DETAIL SEALANT ROMDEEaMmN Flint RASE a n.,11, SCALE.E•=t•-0• SCNEW ED SBIRD CR ER tPUMP.t PUMP ROOMEPEES PLO Pw PLO sw Pre cw S>«. REF A-5 9 LOU1/ ei SCREEN ROHR FAST WINN VEST TYPE man' fi 1/A'RECESS REATIERSTIP MICR M JAMB _ META. ®LOUVER DETAL FRAME SCALE T._l'-O O P MEOWEF A 5 t/AtM STANLESS: 8.K .. • STEEL MT MEMO ERP BOLT AT 24 C COIMNUOUS ®DOOR SILL DETAIL SCALE I•=1'-0• REF A-5 E R I SCALE 3/13•=I'-0• N5 0. MR AME.v. gou : M, ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET IA, INNFINAL SUBMITTAL 10IL BAN 168 SPOTNAP ROAD 2 .-- VVI44 SITE PLAN AND Moe AMMO.�' CHARLOTTESVILLE,VIRGINIA 22911 fit 5 — ARB APPROVAL IanwA ,�„ MADISON OFFICE PARK PUMP STATION REPLACEMENT ' A-5 - Whitman,Requardt 8 Associates,LLP SCHEDULES AND DETAILS 29 9030 SunK Point Parkway Suite.0.Richmond Virginia 23235 MRCS 10'IN4® • SHEET NOTES' I ALL PPNC TO BE 4'DUCTILE MOW OIL)NM PRORCTo PRTAERGIRD 12x1K SUMO SO DANK I PAD EQUIPMENT UST: 401 LUES$ORI11W6E NOTED. SEE NOTE 1,6'S SHEET STRUCTURAL DRAMS FOR DUAL 2. Do BLE DoanHEAT TO BE SUPPLED NM PR6ABRPA ED 21x21' (OUTSIDE UNIT)RM 0 4'90 BEND(FL)wOH BUD FLANGE BALDRIC.MERE DOMES TO FIT OPEN16 AS SHORN SUPPLY FAN T7 F 1. FABRICATED 12%16 BUILDING TOBINE roux BM MONTED HEAT PIMP O 4'!Q BEND(W),R[SlMNEO PANELS NTH MT ROOF WVIEACRaEOS FAUA NECK 0SVSI01(OVER PUMP CONTROL PANELS TO MATCH BRICK COLOR Cf=ENG tem 1-0 NIEL-INDOOR uNn) A 0 A'PWG my((W),RESIRAwID . © EYE9aR5' F. i F-P Y-1 BLANC ON SHE 01' . w)RESTRMED. BIIwS4 l .BEND( 4 RAP COIDROL PANEL TO BE SWRCD NO SHPPED comma -,'iiiign, .4.-..+n n n n n- -nmmm-m �nnnn.n nnnnnnnnnm,.. EX.S DIA WET WELL TO Al REAMED/at04^Mx4'TEE(W),RESIRANED LoOSE FROM PIMPSN IYWDUFACMRER.Pm*CONTROL u c SEE all a4NNGS FOR BEMIS. PANEL TO BE— ,�' _ NFI=ACCESS WIER © 1111114•TEE(FL)MI 2 THREADED FLANGED ON TEE MACH 5. PREPACKAGED RAP SKID SHOO BE PLAGE O RR TOP SEE NM 5,MS SHEET OF EXISTING IMAHOLE AND TOP OF CONCRETE SIM. 0 PUP CONfROL/NU PANEL _ O7 1'DISCWAOC UP(FROM AR/AV WIVE(SEE NOTE 6,7H6 9fET) _ PUP SKID SHILL HAVE A HINGED ALUMINA TREAD EL 4'PVC FORCE INN SEE NOR 4,T16 SHEET 1 .� O 1'RPM(FL),1Y MIL LOOM PLATE IANW4Y COIER FOR ACCESS NIO WET MAUL COMM TO L;RPT I HEATER 6+( 6. 06CH,BGE UNE FRM/AR/AV VALVE 70 BE SCH.w PVC /// (OEl1NG MOUNTED) C)1... ©m i , O9 4'FLOW METER O iC"�� AND SLOPED AT 2.0%MIL INTO WET w(Tl. —i, I •I. ., IO 1'061MNILING AIN7 OR FLAMED ADAPTOR R I A �O — L I. O •,I — `(Q Q WET sOL 7 RAMC N055 40C AN CONCRETE FADE PER BUDING IATOM WWIN f 11 4'PPNG(Fla.XI•YN LOON WRMIFKiLRUYS CCOMIEIKMTIaIi FAD IMSiNU1KK1 4 My . I J=C;W•R = ' OETAIS. I U 12 WWII PRIMO PUMPS(TVP OF 2 SUPPLIED NM PUP SKID) © O PUP .,, ',, Y ties FOR 11 PRESSURE GAUGE(Tr OF 2:SUPPLID MAIM PUMP SKO) L lU PPE JOONEES ON ALL LOCATIONS. KN6 �FROM RAILS DWI Of 5 3 Eli m .1:'I:• Ba1RE TIW95 SEE NOTE 2. 06 SHEET i 4.44h/'TEE(R)(SUPPIID NM PULP SKID)- 6'OPFIIBIG RR OOUaE DOORSELECTR N PANELS 0 17 mj.i4:_� / 0PENEOMiKN N SRO FOR 1'DISCHARGE PPM FROM AR/AV WIVE SEE ELECTRICAL SEE NOR 2.THIS SLEET mums FOR aTNli m ' `^` 16 4•PLUG VALVE(FL)(TIP OF 2:SUPPLIED MTH PUP SKO) m 0EDM-1 17 4'MPER DECK VALVE(FL)(TYP OF 2:SUPRID NTH PUP SKID) mm.......mm.vv...................... ..... ...M.i„wMw 0 PUMP ro a z(t SUPPLIED NM PIRP SAD) BJM 1 EMC 1'COPPER IDIDW PREVENTOR,SEE DETAIL BEET II-4 PREPACKAGED POMP SAID SEE I )^9 1'COPPER EMU.WAVE NOTE 5,IH5 SHEET � "✓' 3E'NOSE BRB 1'COPPER(TYPE K)RATER SERVICE UNE (7-2) CONCUR CMIECION FADS OR OF 4.9.PPLFD WITH PUP 990) (30'FROM FLOOR EL) l5524• SEE CNl MOM FOR LOCATION. QHBST LOLNER AND BACK DRAFT WPM &ENLOE P0EVORat AM GIP D6CNRGE LME ME DE.TA1 SHER M-4 I)GRADE LEVEL PLAN 11.1E 1/Y-1•d FAN SCHEDULE TOTAL UNIT ID TYPE DRIVE is E EXTERNAL SP FAN RPM MOTOR HP VOLT H2 PHASE DAMPER (IN.WG.) SF-1 PROPELLER DIRECT BSA 0.15 1550 7T1 115 60 I IACKONMT DUCTLESS SPLIT HEAT PUMP SYSTEM SCHEDULE INDOOR UNIT OUTDOOR UNDF 6 COOLING TOTAL HEATING TOTAL RECENCY. COOLINGG TOTAL HEATINGTOTAL UNIT ID ( ) ( ) TYPE UNIT ID YIN.SEER REERIG ( ) ( ) CHNRACTER6RCS ANBENT TEMP AMBIENT TEMP REMARKS (VOLTS/PH/NQ . (VOLTS/PH/KZ) (DEG.T) (0(0 F) N -1 1W,000 T00 204/7/40 M MOWED ACU-1 1E5 MICR 18,000 19D00 203/1/60 75 Q0 CONCRETE EWIRMACU PAD O g0mu. RERETED FOR ENT P R IKe wAz If IBMS Ia. ,a ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET 3 FINAL SUBMITTAL Aoc o0 168 SPOTNAP ROAD War:r_A rm1 CHARLOTTESVILLE,VIRGINIA 22911 16 `":1 Wa SITE PLAN AND s ARB APPROVAL oN.M ,�„�, MADISON OFFICE PARK PUMP STATION REPLACEMENT M-2 Whitman,Ragwrdt 8 Assoehbs,LLP atomx c' GRADE LEVEL PLAN 29 9020 Sn.y Pdm Prxw,5 Saw 220 RMrm0.VV9 •23235 Mr,n.YI-F® SHEET NOTES. 1 ALL PIPING TO BE 4•DUCTILE IRON(DI)WIM PR01ECro 401 UTNF55 0110146E NOTED. 2. DOUBLE COORS TO B SAPPUED WITH PREFABRICATED BULLING.DOUBLE ODORS TO FIT OPENINGS AS SHOWN. 3. F1BINATED 10112'BUILDING TO HAVE FAX BRIG( PANELS WITH FIAT ROC( IwFAC111RERY FAUX WOK PANELS TO MATCH BRICK COLDS OF EXISTING BRIG( BIDING ON SINE. 4. PAP CONTROL PANE TO BE SUPPIED AND RIPPED LOOSE FROM PIMP SKID MANUFACTURER.PIMP CONTROL PANEL TO BE WALL MOUNTED. SEE ARG/TECMRAL A�SriSRA R DETALS 5. PRPREPACKAGED EXISTING N 40.f SAID TOP O STOLL F PLACE RE S CNERUB ROOF O5 FOR 1 I PIMP SKID 5W11 HAVE A HINGED ALAINAI TREAD ROOF pETALi 2/Y24'SUPPLY FAN MALL WOWED HEAT PIMP SYSTEM PREFABRICATED 12Y16'BUILDING PIANOS MAMWAT COVER FOR ACCESS NO'NET MEL MDOOR UKI) SEE NOTE].7N6 SHEET 6. NC SLOPED UNF FRCP1R/AY VALVE TOBE SCH.40 RC AND COPS SLOPED AT 2-0AL Mk INTO NET NELL PREFABIIGTED 7 WILDING CORRECTOR TO CONCRETE SLAB PER BULLING 13k16'BUIDNG MARR6ACTUER'S RECONI ENDOTI6 MO R6IAWVTON W016 SHEET 3,1116 f SEE 0 DUMB NOOSEN PIPE SUPPORTS RIONN FOR L116MA1NE PURPOSES. Em f� _� O TOSSER TO SPECIFICATION SECTOR 75060. AN GP SCHARCE 9 ID Mx OR TS ON ALL O BE MEWED IRON WALS L� M::aS:=M 1 0 0 I . p 10 PIPE AMS ON NL LOCATORS. �'�__' E_.� p ® .0 4iy © Opp 1'-0• .��' MILE II PREPACKAGED PwP 5K0 SMASH 3•-0• � L1 ;•-�i���R V� ` DOORS 4• O I• •t �I r ` `:• AND NO D A SHEETS Km- i N eI I. V V 4• EX.TOP EL 545.82 I-6• OAllllrA�.r! 4• EY TOP EL 545.83 ii`b`r`%i .`ii %3r ' b FNyI[L GRADE FINISHED GRADE l J J,� 9 J' ® I FOISTED GRADE Ogk pp 4 SEE p4511KiCMML SFE IIIOSIRIMM,L SEE PIPE SLEEVE •• •• 5••• I �1 , FOFLOATS TO RNETRVE�N'EL�KLNE EQUIPMENT LIST: 4�i'I"I .c;;;;,;o,. DRAINCS FOR DUALS. DRAWINGS FOR coma p�O;.;::;c,:o SETA&51EET M-4. (I1P)SEE 111111 IM0INTDMIG MID RAN OPFMBION. N07F E I (SI.PP000W1MPUMPSKD). Oj 4.9B Bf1D(R)WITXBLIO FIANCE 4•s.1CT84 PPE(TIP o<2) '`�4•a F4M:E Lwx ro W- t1Ms vEE1 E11055Y NSTAIED AT TIE SA E DEPTH 4•SUCTION PPE(IYP OF 2) O C 9a BE1D(W).RESIIIIAED FLOATS TO SERE AS B1CKOR 3 4k4k4"ISO IIDHTORINGCONTROL UI/ID%APOPR TON 0 ' L�ON1�ECipN aC011I�NL4aR�l(1 lE PPE SUPPORTS(lYP) I I ARO WEI SW11L WELL G�I R Q (FL)WM 2"THREADED RINGED ON TEE BRAWN (SUPPLED N1TM PUMP Sx0). I I / CONFIRM DEPTH. ^ SEE MOTE 8,I16 SHEET i I INSIRMEENTCOMM FOR AT O4 1.060YREL UIE FROM AR/M VALVE(SEE NOTE 6,T4S SHEET) . / !STALLED Al C SMO m AJL PROPOSED 8'd SQL SEWER 0 I i I EL WET WELL REMWILRAIm.TO BE SEE CM. OS C PAW(E),12"MN.UMGIH •� I I DOINGS FOR DEWS. © 4•FLOW METER 15.-0" MK PLAN EL 537.] : I NIL ALAl1Y EL . ] Q Q 4.06YWRN0 JOINT OR FANGED ADAPTOR LAG PUMP START EL 516b -" I— TAG PUMP START EL 5%.e LEAD PIMP STAR EL 536.3 I I . LEND PUMP START E.536.3 Q 4"PPNG(FL),20•MN.LENGTH IX.WET NEE TO BE 1 O VACUUMPRIRRNG PUMPS(1YP OF 2:SUPPLED WAIN RUMP SKID) 1-213(j 4. REHABILITATED.SEE CAN ID PRESSURE GAUGE Or Of 2;sUPPIED NTTM RUMP SKID)5'-0• DRAMAS FOR DETAILS I O i ii f 6 WET WELL 0 4 04Y4•TEE(FL)(SUPPLED PDT PIMP MO) 1I1 ri` 12 PENETRATION N SKID FOR 1•DISCMACE PIPING FROM AR/AV VANE ALL PIMPS OFT EL 532.] �F' ALL PUMPS OFT EL 532.3 I — '1L I= } PULP(TIP OF 2:SUPPLIED WRN PIMP SKID) P I :. LEVEL TRANSWWTU EL 531.8 �i 1 6 ;;,..' BOTTOM EL 5E0.8I LAL I _rNClall II• l?; BOTTOM EL 5.E0.8: 14 CONDUIT CONNECTOR PONR(TV Of 4:SUPPLED NRH PIMP 500) i.��//\/� ( - is 2•PLUG VALVE(MEAUD) . . ... ... . ...... ... .... .... . COMBNA10N AR RELE75E/AN VACUUM VALVE //\/ 16 1-CONCRETE MF75 SEE aETA�SHEET Y--4 77 43104"TOE(W).6E51PAIED Y IB 4•PLUG VALVE(MA),REARMED ,,7._..,,,. ®SECTION A 42,SECTION B SCALE.1/2"•1•-0• SCALE 1/2".1'-0• Ia_VA ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING SHEET FINAL SUBMITTAL re,_WA_ 168 SPOTNAP ROAD 17 SITE PLAN AND CORD 1NOI sa' CHARLOTTESVILLE,VIRGINIA 22911 ARB APPROVAL ul. MADISON OFFICE PARK PUMP STATION REPLACEMENT M-3 Whitman,Reguardt&Associates,LLP �.,..rn SECTIONS 29 i 9030 Sent PUIM PaSA 5 Sane 220.RMrmtl.W..23235 PIM6f n.Alm-0]] • • I _i GENERAL NOTES Q I- 6-WIDE PLASTIC ELECTRICAL TAPE, 1 REFER TO CAWING E-1 FOR LEGEND.ABBREVNiIONS.AND GENERAL NOTE'- FOR THE FULL LENGTH Of I �-Z Z TOPE TO BE"ELEGIAC'AT MUMS NOT TO YPMNiED SINO WORD Y. REFER TO DRAWING E-/FOR SNCIE LANE WNW Q Qtt TOEMCEED 5-0' 1. ROUTING OF UNDERGROUND CONDUIT TO BE COORDINATED LATH MOW COED p. AND UD MUTES.REFER TO CNL DRAWINGS FOR ALL ERGROIINO U II� 1 ALL NSTALLATDN Of MLTY SERVCE EOUPIENT SHILL BE COORDLATED IN MO INSTALLED PER THE.APPROVAL OF THE UBLDY C0IPANI 00MNDN NERGY /• NORWL BICIffRL 5. SEE CNL CRANING C-3 FOR RE CONSTRUCTION SEQUENCE CCORONLTE TIE TRANSFER OF SERVCE WITH RE UTILITY COLPNV PRIOR TO PERFORMING ANY WORN SRO BACNiLL Jam..[/ \ AND AS SPECIFIC NOTES \�' /V� V- INDICATED ON SINGLE U ESE �T DOSING LNG mutt SER CE CARES 70 Ez6hfiT0-BE-OEMOLSIED PIMP b �� L Q, DNGRA I MO FEEDER SCHEDULE STATION SHALL BE DEMOLISHED DICK ro 50UiCE REMOVAL OF GBIES TO / BE CODROWOED WITH MIRY COIPMET PRIOR TO PERFORMING ANY WORK. 4 rr.�O�\O\�G 6 `l ®UNDERGROUND CONDUIT DETAIL O 1B o o RERAN LAOSTURBED G°AOUCTOs TO MOW eM UR G J��\ / n,/, SCALE.ins n /,.�J/II /' 3O t ND UTNY TRANSFORMER MIMED AND INSTALLED ay lLITILITY COMPANY '.'CO ,\ ((J I I /^ l// /I © INSTALLED SED EBf NFU 11)NEW PULP STATION CT CABINET PROVIDED AND g � OEM.UNDERGROUND ,�'l•l(�7n,!, /l // //ll f'I ❑s SEAyICE EQUIPMENT TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR PE FROM PC TO �� \`` / �/ `��'I///�l At F/E-5.SERVICE EQUIPMENT SHALL BE APPROVED BY 0OL11Y POLE TO BUM E TO 'V. RENVN UNDISTURBED • j11j Q 1- ,,((�^ //// a1R COMPANI • _ �' `` �/ /�/F•I-//,./l/,//// / © (I)-1'DIRECT BURIED WWI FOR FEEDER REQUIrt FOR RR PUMP FEDER E/DOS.AST CONDO TO PERPER 54 g QCJ Q ' ��� • 1"/7 Db"(7ne�ic.- /// i j DETAIL A/E-7. LL \ o�--- Eff� °�11Pik`PiVe: ` C I. /�l/,�//i/( I / llir V. c9 — p in /'Z. 4tiod Q • LPIWdF /1Id/ TWHLED\ • Ar r + ISA ��/= . // //4J LED Wall Luminaire nor r Loam •r_r�T ** 'mi^ RELOCATE EM �$ �-d � ` / / , f` —_1 Mn WIRES �,f A ri it i.�iL O/.. ./ / / ° � �','�:; �; nun lIFR 5 �; /i s.°dW.N� -r p0.'4k Capable b. ,.,,°� Sao®D000001�000 SERACE FUSED z4. ®o00I0010000- J y \ L / — E1C URIIY /// ,i ea ....-.—.....�.-. 0 \ ;NO '—--—�/�/ / ��,y�.��i �C a k. a.�:.... _.. .. .. _ .. IQ l --- �/ ��jNL. 'ice —/ ('1 I 'y..o..,roe.oj�....sm:....,w. IIEMNI 1=` 'E9— — �/ / ,' ,O _——fV / // n1A°WAA,Ym MD 30C tm9 WOK nM MOLT DDem 19990 _-- --- ��� / / --- w - "_" POLE MI / w NM Yams POLE WINED UNIT / .�`Ai,ter — •r �....r..�.. "''-w-•• m,...... ,1=1...........:/.ez......71), aro... ®ELECTRICAL SITE PLAN .��_�. ...� _ a. •.�.__....-..,� _._. - `� SCALE P-RI ��f"11°"W' I� $ REF o D S' ,C EB 4 � SCALE. ,-.10' 1 16 WE WI WSW 9.1. ;.,W ALBEMARLECOUNTYSERVICEAUTHORITY DRAWING SHEET FINAL SUBMITTAL `°o' vK 168 SPOTNAP ROAD 20 SITE PLAN AND we MNa am CHARLOTTESVILLE,VIRGINIA 22911 ARB APPROVAL oMOA MADISON OFFICE PARK PUMP STATION REPLACEMENT E-2 Whitman,Requardt&Associates,LLP Dom*a ELECTRICAL SITE PLAN 29 9030 Stony Pant Parkway Sotto 220,RKl,mwnU.Vxginu 23235 Pm=la f6160➢