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HomeMy WebLinkAboutSDP200100048 Plan - Other (not approved) Final Site Plan and Comps. 2001-07-06PROJECT INFORMATION 12" REASIONS JUNE 6, 2000 1. PROJECT NAME CHARLOTTESVILLE/ALBEMARLE SJ`,C"A. ="""'"-TOP OF WALL ELEV=540.0 SITE PLAN BERKMAR DRIVE . = JUNE 12 2000 -- — - — - CG__6 Lu FEBRUARY 9, 2001 2. OWNER OF LAND: ALBEMARLE S,P,C,A AND STUARD R. WOOD, JR I EXISTING COMBINATION APRIL 30, 2001 AND MARGARET E, WOOD 12, MAGNETIC MAY 10, 2001 GROUND 6' CURB 24' TO 60' MERIDIAN P, O, BOX 7047 AND CUTTER SURFACE COURSE JULY 6, 2001 CE SLOPE 'FO CHARLOTTESVILLE, VA 22906 1 > ff4 0 12" (TYPICAL) S /2' -- 9,5A PHONE. (804) 973-ADOO I 5' -- \2' 0 210 40 80 4' SIDEWALK 1 165# S. Y� SM -2A EA 1 APPLICANT; 'THE ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS, INC. CG -6 MATCH GRADING P 9059 .- -m- 1 - I � 1 /4': 1' 6" EIM-25 0 1/4": 1' SLOPE LAN TYPICAL 5' CONCRETE SIDEWALK 1, 1 -, .1., ATTORNEY 433 PARK STREET 1 - #8 A.-N. -ONE BASEkTYPE 21-A) 6" UD 4 CHARLOTTESVILLE, VA 22902 PHONE: (804) 293-1200 #78 OR #8 AGGREGATE 4" OR #21B 44,; - V ­6H 6X6 WELDED *RE MESH �,�-SRICK FACE TO AGGR. SUB -BASE WITH COVERED FAX; (804) 293-2135MATCH BUILDING PRIME COAT MIN. GRADE ► COMPACTED 6" AGO. BASE(TYPE 21A) SUBGRADE=CBR MIN, 10(95% COMPACTION) 4, CONTACT PERSON: KURT M. GLOECKNLR, P.E., Pl,S. SUR -GRADE 2" tolft CBR=10 GLOECKNER ENGINEERING & SURVEYING, INC, GEoTEXTIlLE 0 12' DRAINAGE 2246 IVY ROAD, SUITE 5 xi CHARLOTTESVILLE, VIRGINIA 22903 WEEP HOLE WITH 4"X4" PLASTIC RASRfC TYPICAL PARIUNG LOT & ACC�S��.g.A. DRIVEJ SECTION PHONE: (804) 971-1591 HARDWARE BERK 0) (804) 293--7612 CLOTH MESH OR GALVANIZED STEEL _RARDRlYBPRQVEM&NTS N.T.S. TMM CRM-SECnON 5. BOUNDARY LEGAL DESCRIPTION AND TOPOGRAPHIC INFORMATION BY; WIRE, MIN, WIRE DIA. ROUDABUSH GALE & ASSOCIATES, INC 0.03 INCH, NUMBER 4 AREA OF CONSTRUCTION SITE 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA MESH HARDWARE CLOTH FIELD SURVEY AUG, 5, 1996 ANCHORED FIRMLY TO SEE SITE PLAN SHEETS SCALE: I"=2000' TORO AUG, 30 & SEPT, 3, 1996 OUTSIDE OF STRUCTURE-. N_QT_EL 2 OF 5 AND 3 OF 5 & BENCHMARK INFORMATION: BM J331 PK NAIL IN PINE TREE 0 PET CEMETERY - 549,85 2" PVC WEEP HOLE v -WATER LEVEL, BM #715 PK NAIL IN TEL. POLE OFF WOODBURN ROAD - 58&45 o 6,-0, O.C. 4* SIDEWALK V PONDING STA 22+15_31 LT DI -7A WITH FLUME BM #516 PK NAIL IN WALNUT SOUTH OF HOUSE -- 551.75 2 -3" MULCH CONNECTION, THESE ARE TIED TO THE BERKMAR PLANS. (U,S.G.S, DATUM) 12- POROUS SACKFILL SOD SOD r / .ft, W=15.0' SHREDDED H=2.25 100' STACKING LANE 7. MAGISTERIAL DISTRICT: RIO 0100JbsjCU _511112L HARDWOOD IT Do 3. �2- "I NOP=515 97 C' AND TAPER LANE 21 V_51 DEED BOOK 1427, PAGE 610 #5 0 '7' 2 -3' 4,0, CONCRETE 8. LEGAL INFORMATION: TAX MAP 45, PARCEL 86 STEEL DEPTH= HEEL DEED BOOK 1488, PAGE 698 PLAT J FILTER 50% SAND GUTTER FABRIC R.O. BOX 7047 It 20% LEAF MULCH STA 22+00 T,NL 45-112F DI -28 30% TOP SOIL CHARLOTTESVILLE, VIRGINIA 22906 A— GRAVE1, STUART) R, WOOD, JR L=4 THIS PROPERTY S LOCATED ON THE WEST SIDE 6' PERFORATED — 1/2' TO I" D.B.[LB� 1454 420 PLAT DID 0% 14=4.30 OF BERKMAR DRIVE, NORTH OF WOODBROOK DRIVE 4 #4 0 12"\Z NOTE PVC WRAPPED- GRAVEL f ZONED R-6 TOP=51538 AND WOODBROOK COURT, ACROSS FROM PLANET FUN. STEEL N FILTER FABRIC UNDER PIPE f 9, ZONING: THIS PROPERTY IS ZONED C-1 if TOEr# 5 0 8" W�15,0' ltvl, 45-112 10. MINIMUM BUILDING SETBACKS FOR AREAS ZONED C -l; STUARD R. WOOD, JR, (PROFILE SECTIO14) (TYPICAL SECTION) 30* FROM PUBLIC RIGHT-OF-WAYS /D.B, 1453 P. 367 'ENT RESIDENTIAL PROPERTIES 50' FROM ADJAC W, I D.B. 1488 P. 698 PLAT '04'2 �N 11. PRESENT USE: ANIMAL SHELTER 319-FILTO-UT-Al p 415 56 ZONED R-6 N,TS, 12. PROPOSED USE ANIMAL SHELTER MTM NECESSARY OFFICES, 44'- 151 TM, 45-84A t— RC OT,82 - 7 E'I,-,- 4- L,I�ACCq 13, THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. COMMONWEALTH OF VIRGINIA /, S 't I I '_-- FASEMENT '14. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE, VDOT RIGHT OF WAY SECTION r ARKtNG sE_ i ANDip '11_ONJERV�TION t D.B. 1887 P� 424 fbAOK o M MAXIMUM AMOUNT OF PAVED PARKING AND VEHILCULAR CIRCULATION AREA =30,365,72 SO,FT. (0,69 ACRES) 6'-0" ZONED R-6 60 V� <t i 16, PROPOSED PARKING: 46 REGULAR SPACES REQUIRED PARKING; 3 HANDICAPPED ES NO STANDARD PARKING f �e T M. 45-112G /,4/d * PLANET FUN It L. L� C. 49 'TOTAL REQUIREMENTS FOR ANIMAL SHELTERS 3, 1667 P. 183 PROVIDED SPACES ARE ADEQUATE 4� D.B, 1488 P. 698 PLAT 17. ABUTTING PROPERTIES: TAX MAP 45, PARCEL 87 (0V TO 10.0' HEIGHT) SITE RETAINING WALL Z11 ZONED C-1 DEED BOOK 1753, PACE 543 DEED BOOK 1420, PAGE 722 PLAT COMMONWEALTH OF VIRGINIA ✓REINFORCED CONCRETE—BRICK FACE N6 4'55"W VDOT RIGHT OF WAY DIVISION 1601 ORANGE ROAD N.'r.s, CULPEPER VA 22701-3819 18, PLAN PREPARED BY KURT M, GLOECKNER, P.E, & P.L.S. HED SH S 19 4.66 ACRES OPEN SPACE (79,257.) 20, 1.217 ACRES IMPERVIOUS AREA (20,75%) IC NERATOR PR# �ANE 21. 17,461 SQ, FT, BUILDING T.M. 45-84 21 MAXIMUM NUMBER EMPLOYEES = 15 COMMONWEALTH OF VIRGINIA 23. MAXIMUM HEIGHT STRUCTURE = 35 FT, r VDOT RIGHT OF WAY DIVISION 24. HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 21' D.B, 1821 P. 605 25, S,M,P= 2,5% OF 53.024 S,R = 1326 S.F. (USE 15'X90'=1350 S.F,) ZONED R-6X� 4_� 26, THIS PLAN REFERENCES ZMA 00-005 AND SP 00-021 29 1, THE PROPOSED USE OF THE SITE SHALL, NOT ACCOMODATE THE f tA-1t) �,QA, PtPE WITHOUT AMENDMENT TO THIS SPECIAL USE PERMIT, OR SEASONAL 'RUMMAGE SALE" OR ANY OTHER FUNDRAISING ACTIVITIES -:^ APPROPRIATE PERMITTING By THE DEPARTMENT OF' BUILDING CODES AND ZONING SERVICES. V� 2, ANIMALS SHALL BE CONFINED IN AN ENCLOSED _11�;�,_- "' , "I 77� BUILDING FROM 10:00 P.M" TO 6.00 A,M, 3. USES SHALL BE LIMITED TO AN ANIMAL SHELTER AND x DgCEMENT CK, S 5, A VETERINARY HOSPITAL WITH ASSOCIATED OFFICES ONLY, 4. THE EXTERIOR WALLS OF ANY BUILDINGS ,.<°' ;` w,r--'"' c„✓ ., ,,...,7f•, „3 ti , vC � „,.- �” .,., X", "ph. OEC' WHICH FACE A PROPERTY LINE THAT IS LESS✓ s THAN 15.0' AWAY MUST BE OF FIRERATED CONSTRUCTTON, 44v 5, A BACK FLOW PREVENTION DEVICE WILL BE rY REQUIRED ON THE DOMESTIC WATER SERVICE f LINE, HOUSE 6, NO FLOOR DRAINS WILL BE CONNECTED 61 i 0.66fACPE/ M DI TO THE PUBLIC SEWER WHICH WILL BE 'A 1' ' PUG SED! TO Wwa,�Lt TRACT IS NOT PART OF (q,� 022 /REQCj Tli� spoo�- t f STORMWATER RUN-OFF, PIPE 4 ­' "ll sla CHM'A" SUBJECT TO THE IN -FLOW OF NMI 0) PK 1^ I BASE AS REQUIRED BY V,D,O,T. SHALL 7. FULL FFONTAGE IMPROVEMENTS KK 'OF W t T - 551,7 otITIMMARK" I I f f f 0 - SHED 7-x 50' SBL PET CEVt FARY�` BENCHMARK IE CH I P IN TREED tR#(ES WILL 5 VAT 6N CO ';GU t, BE INSTALLED, PK NAIL N, ILL. OSETT,­,� HYDRAN NT ESTIC"WATEP 583,45 WATI 101 L P, N ACCORDANCE WITH SITE PLAN t _#Nb_( 1�� B. THE SITE SHALL BE DEVELOPED WTASVU ;lC SAN DATED MAY 12, 2000; REVISED/ lz T , W�T '1,0, 4" PVC r ER 53&04 WELL /N61' 7-� 1� ER JUNE 12, 2000, To 'cc A*'A. 6�­SAN SEN 34 �60�' / / " I � , _<1 "> l 11 1 7 f APPROX I'NV,=526.5 t WALL / j A "'k 1 40 t) Q. RETAINING A L 0 la cl v 0 T "o YRIL RFLO S TJON"' 9C REA BE I I , B"X,30TA " PPID NG 'SLEEVE ANVALVE N TERLINE - OF FUN FNTTR;j�CL4_I_lt_F I C CONN. #14 STA 20+00.31 LT 15" DI -7A WITH FLUME CONNECTION MOVE E S DI --28 TO NEW TOP=5512,16 CURB POSITION. EXTEND EXISTING INV=509,91 15" R.C.P, TO CONNECT TO NEW Di -2B LOCATION, MOVE EXISTING D STA 19+85 LT' DI -,7A BACK 12.0' AND EXTEND LL4?B DEPTH TO MAINTAIN THE EXISTING H=4.30 INVERT ELEVATION. ALSO RELOCATE TOP=511"96 15" R.C,P. TO CONNECT THE Dl --7A AND THE RELOCATED DI -2B._,__,__ ETING " WATER LINED lw STACKING AND Do TELAN E WATER CONCRETE METER rUTTER STA 1 8+07 LT DI -2C L=4' H=4.30 TOP=509,85 R 2.999b /=505.55 V.45-112 STUARD R, WOOD, JR. 11,11* 1413 P. 367 '28*W 0,8. 144!16 P. $98 PLAT N56'04 ;RZONED R-6 40.23' L cc n t4A N L A .t T M, 45-41n 0 PLANET PUN 11 L. L. Q - RADIUS -25' MS. 1667 P. 183 ZONED C 8 1488 R 698 PLAT -1 45-87 I\ EMA ap� S P hS �M17 , �&l COMMONWEALTH OF VIRGINIA owl I'll - ",-, - 7+40 LT CONCRETE STANDARD COVER AND FRAME VDOT RIGHT OF WAY DIVISION D.B, 1498"P. 698 PLA 0 . .... .. GOTTEN D.B. 1753 P, 543 _.4 D.B, 420 R 722 PLAT✓ NEW 5 SIDEWALK PRQ�Osff' ZONED R-6 05.88 STANDARD V007 PRECAST 'R If MANHOLE (MH -1) OVERFLOW r" Q�-��JCK'CONC.)� 6 HIGL+`� I 6 FOOT DIAMETER MANHOLE TOP -98,03 f 1�,,VTEQ, SCR£ENING FEPOE' AC "�i'4 kNTS" ROUND.-EN71RE PROPERTY' 77 21 ee 20",PARKING EfiACIZW6 A! _f6FFER, LINE A 7STURELE5 2i L-484.07 48" ROP /7 583,J,5°"- STORM ORIFICE=9" N6 54'15 3771,56'T.M, 45-10 ------ 2M� RIO ASSOCIATES WATER ... . ... ....... 8, A 13 it LIMITED PARTNERSHIP D Mv r, NO D.B. 996 P 135 T/I DETENTION 15" RCP EXII 4 D3, 996 P, 138 PLAT VDOT PARCEL ANT 22, L ZONED C-1 3,80% ....... .... EASE IN t517, -BB /D 1 9 1: r4 FULL FRONTAGE ER I PL l' 15" PVC TEE EUGEI�ck AND" S x" P IMPROVEMENT D,EL 1105 P. 198 DETAIL DETENTION MANH0LL_DKT_AIL ZONED R-6 Z N.T.S. + IS) THE FENCED YARD IS FOR DOMESTIC ANIMALS. WEXISTINQ ATERLINE-- PROPOSED SANITARY SEWER TM--& DETAIL 1) DI = DROP INLET 19) THE PAVING MATERIALS FOR THE SIDEWALKS WILL BE 2) MH - MANHOLE CONCRETE. 3) CO = CLEAN OUT 20) THE COURTYARD WILL CONSIST OF CONCRETE WALKS AND a=OUTDOOR LIGHTING PosrnoEXISTING 4) ----TEL---- = TELEPHONE LINE GRASS SEPARATIONS. WATERLINE EASEMENT 5) SBL = BUILDING SFTBACK LINE 21) 6- P,V,C, SEWER LINE BETWEEN S.P.C.A, BUILDING AND PUMP STATION ol LgT-a cv 6) ALL PARKING SPACES ARE 9 X 18 (TYPICAL) IS A PRIVATE LATERAL TO BE BUILT TO B4O,C�A. CODE. PUMP STATION T.M. 45-10902 P.208 PLAT F) N TO RECEIVE MANHOLE IS PRIVATE SYSTEM, L L. C. LOUPE 7) INDICATES SLOPES GREATER THAN 25% 22) V.D.O.T. SL --1 SAFETY SLABS ARE REQUIRED FOR MANHOLES OVER DB, I 10 FEET IN DEPTH, 1710 P. 499 PROPOSED 4 D.B. 710 P. 501 PLAT'SANITARY ZONED C-1 EASEMENT 'o �o LOT 2 -12 S) THE ALBEMARLE S,P,C.A. QUALIFIES AS AN OPERATOR TM 45 10901 T.M. 45--109Cl - I -.11�C, GILOAY LJ_,C. GILRAY 0 OF A PET CEMETARY, ALBEMARLE COUNTY ENGINEERING < r 9) THE PET CEMETARY QUALIFIES UNDER THE DEFINITION DR ,_f_0D_f, 461 0-8, 1600 P. 461 GENERAJ CQNSTRUCTION NOTES FOR SITEPLANSPROPOSE,, PLATa.F THE CODE. SAN T D.B.D.B� 1600 P. 459 PLAT <a 10) THE PET COMETARY WILL REMAIN AS IS, (UNDISTURBED) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION SE FOR 11) THE SHEDS AND PROPANE TANK ARE ACCESSORY TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF MATCHLINE N61*02'31"W M 44� R=50.00 1411, -1 z L= O� S ITARY STRUCTURES AND WILL BE PLACED WITHIN TRANSPORTATION (VDO THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE MATCH TO IN --- ,THE APPROPRIATE SETBACK LINES. ET 215.37' S WEA REQUIREMENTS OF THET4RMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE LOT 2 TMP 45-109CI 2' E SFMENI PROPOSED 12) THE NEW ENTRANCE FOR THE S,P.C.A. FACILITY IS PERMIT SHALL GOVERN. � SANITARY ALIGNED WITH THE CENTERLINE OF PLANET FUN Z ALL PAVING DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 10 DIRECTLY ACROSS BERKMAR DRIVE. SPEC[FicKnbNS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED SEWER 04 iFr b Clt EASEMENT EXISTING ✓ CWHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE 13) EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP 1 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED APPROVAL BLO EROSION CONTROL PLAN AND SHALL. BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHERo 4. 'o SANITARY z A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE CONSTRUCTION. ALBEMARLE COUNTY SERVICE AUTHORITY SEWER WITH FULL CUTOFF OPTICS, 4, ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SI WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF DEPARTMENT OF ENGINEERING DATE 14) THE SPILLOVER OF LIGHT NG FROM PARKING AREA _OPE IS 2� 1 (HORIZONTAL. VERTICAL}. LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 3:1 OR BETTER ARE TO BE ACHIEVED. % 2' 2' RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WEN IN THE OPINION OF THE PLANNING AND COMMUNITY DEVELOPMENT DATE SHALL NOT EXCEED 1/2 FOOT CANDLE, ALBEMARLE COUNTY DIRECTOR OF' ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED DEPARTMENT OF ZONING DATE Alz S_ 15} THE BUILDING WILL BE SOUNDPROOFED AND NECESSARY I ORDER STABILIZE DRAINAGE CHANNEL. 464 106,62' 45 W AIR-CONDITIONED, 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE _VBa&A,_MANV_AL_FQ_R__Q�L RM_IRAFFtC,� FIRE OFFICER EXISTING Ol S32*23 45 W T 16) THE EXISTING STRUCTURES WILL BE DEMOLISHED, OATR4>1L_PLj9_S. WATERLINE EXISTING N57'36'15"W 118,07' 17) THE INCINERATOR IS E.P.A. APPROVED AND WILL BE 7, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill, BUILDING OFFICIAL EASEMENT WATERLINE 12.00' 45%, INSTALLED WITHIN THE BUILDING IN A CONCEALED 8� ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR BEND LOCATION. THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), DATE DATE At rr 4D DATE MAY 12, 2000 SCALE 1"=40' meq""Ll H op XURT W GLiMR 51149 Jt NAL NUMBER F JOB 00-019-00 !1239MITI00 VIR SHEET 1 OF 5 MATCHLINE MATCH TO SHEET 3 OF 5 ......... D 1,#4— ST,,�C8+07 LT END -ION POR�A,l D, I— 3B L=4' ......... . T E V 8 x TEE ?J H Yl S E HIVA TI 0 N- 6• 90- ��N­b' "2 4" r -TOP=509.85 p (P , D =505 55 543,5 MAGNETIC 'ATE PROJ� 0" ED AREA MERIDIAN 2 STORY R -7z HYDRANT 2 1 0 4 1 0 ITUILDING r. . ..... EXISTING SANITARY SEWER­� EXISTING WATERLINE EASEMENT A(�q­'bXJEMt; T y, ICF �E z" 4" ?WATERLl' 6" PVC SANITARY1 4" PVC WINDOW WELL TO CODE N. 6 'SA 20 EWER A P P R 0 X. INV ro p .=526.5 C)s R E TAI N I N G p WALL ROAD A �3 I L 9(y, VELI -Ar KAIN N11 EE L W 0 11-1�7 c N/8ERVA,Tt0N" CP 5 BEN� AREA vo 'BEND ALBEMARLE S. P. c A,-: 0 /I - - ,- " ­­-.,.� " \\ I / 11,1\ 1427� P 6,10" oe D. D. B. 1488, 698 P "5 --6-57 Es blORVTENTION 9. ACR T, N T I O'N ARE -A N'H OIL' X'- 50' SBL ETAIL L) L Df DUMPS7"TER D 69 10 xi 0' PAD DRAINAGE AN -D,---` (, ) -111—-1_1 I !� I "' �,.` -*�(UT @ c.�7 T1 ic CO 6 H I GH RE R ...... ..... F �'j , F`N T E, C H ING A(,CES,s---f.,:'A§EMEN S" TR�EAII�lj'­­��gR ' ;420PARKIN AND UMDSTURBED,.,BbF'R LINEARGUND ENT.R&­P0J, Y t�Te8" , F,PONGDANBA�O3TTEEV`B .N..SB,ON T 'SA.5'.33'41 5 E ,,''N61'04',+4 vv 58311115 �§ E M E 'WATERLINE EA 206 40 1 'AT X D B 14 �7 P, 3 Pt D P`'1488 JD 608 61 AT AREA OF CONSTRUCTION N6 35� V�W 2. T,M. 45--88 EXI S 1 N G 2 6112! 16 WATERLIN`E EUGENE A. ANDERSON 2 2 ,—ASEMEN U. D, 1105 F- I z10, e/I9 D. B. 142 i C -S ZONED R-6 p P. 2 (,Y 1`� L AT' B=OUTDOOR LIGHTING POSITION 0 EXISTING WATERLINE— i—l-, PROPOSED SANITARY SEWER TIE—INDETAIL J EXISTING oft C) WATERLINE + EASEMENT 72 SOT - D.13.1429 T. M. 4.5-109C2 P.208 PLAT cv L. L. C. LOUPE D.B. 1710 P. 499 PROPOSED D. B. 1710 P. 5 01 PLAT SANITARY ZONED C-1 SEWER EASEMENT It EXISTING WATERLINE N 5 7'3 6 "15" W 12.00' — —, If V 118-07 , 4 5, BEND m MATCHLINE MATCH 1-0 INSET LOT 2 TMP 45--109C1 PROPOSEDI,,, SAN ITAR,Y SEWER"ORCE N61'02'31 "W m AlK 6' 2 S 8' TYPE 21 A AGGREGATE B10—RETENTION ACCESSROADDETAIL N.T.S. AeERQYAL-W-QQK AL13EMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE ________-- FIRE ----- FIRE OFFICER DATE BUILMNO OFFICIAL DATE REVISIONS DATE JUNE 6, 2000 MAY 12, 2000 JUNE 12,'2000 FEBRUARY 9, 2001 APRIL 30, 2001 MAY 10, 2001 JULY 6, 2001 ja SCALE + - 1'=20' 00 AREA OF CONSTRUCT10N KURT K QACKW 5649 JOB NUMBER 00-019-00 1 v ��� 5)j s� SHEET 2 OF 5 WA ER EH TEL PH NE /PE S AL C -a 'A L --)U D DI EL u IA (b �Rj ,C .19 eco T 17 0 LT B 5 0 18 =5 588 L0 0 co ct� ((o C) 0 0 Cif co 1 Il 0 tij 0 < m > n V) 0 m FTI 0 T1 Ul AREA OF CONSTRUCT10N KURT K QACKW 5649 JOB NUMBER 00-019-00 1 v ��� 5)j s� SHEET 2 OF 5 MAGNETIC MERIDIAN 0 10 20 40 iov­v lr, WELL SF YOMD --SIDEWALK A dk­�_X'17') STAIR BEYOND GRADE AT RErAJNJNG WAAL NXTERIOR STAIR AND RETAINING !ALL DETAIL NAS. 0 "IMANHOL M MATCHLINE MATCH TO SHEET 3 OF 5 �x SHED x SBL T CEVE IAN Y f x Y, j'BENcHm,,AR( ' k PK I N TREEi,' 5 549,1 4 CJ3- X "41KN, CG 1 Is ALBEMARLE COUNTY SERVICE AUTHORITY DATE DEPARTMENT OF ENGINEERING DATE PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ZONING DATE FIRE OFFICER DATE BUILDING OFFICIAL DATE, ,�r" , 45-112F STU ARD R. WOOD, JR, D.B. 1454 P. 420 PLAT ZONED R-6 STA 224-15,31 LT DI -7A WITH FLUME CONNECTION. H=2.25 C) TOP= 515I97 INV=513.72 to CONCRETE GUTTER� N5"-0428"!' 6 W N56�'04'28" 3 5,4-51 40.23' 7 0 D�AC CEfSS EA�,SEM TREE � �' ENT A N iARk�,ING S "ONSIERVATION, TE3 A CK ICV AREA 's L 50" s ry if r- I If IV- c1l) 7 C) 'TER CG --- 5 m 15" CP @1/00% 44 15 RW @'j,8 10 , )o C � r 4- 5" 0 CONCRET @1.. \GUTTER\1 STORM j- DF,,RAINAGE L EASEMENT q2 f Di.= B. 1 42�7 P 613 PLAT I R = 5/7 5 5, 5D' if 'Ji lei T ON VAT[ON AREA MOVE EXISTING DI --2B TO NEW CURB POSITION, EXTEND EXISTING 15" R.C,P. TO CONNECT TO NEW DI -213 LOCATION. MOVE EXISTING DI -7A BACK 12.0' AND EXTEND DEPTH TO MAINTAIN THE EXISTING INVERT ELEVATION. ALSO RELOCATE 15" R.C.P. TO CONNECT THE DI -7A AND THE RELOCATED DI -2B. 100' STACKING LANE AND 100' TAPER LANE STA 22+00 D1 -2B L=- 4 H=4.30 TOP =515.78 � I-. M. 45-112 STUARD R. WOOD, JR. D.B. 1453 P. 367 D.B. 1488 P. 698 PLAT ZONED R-6 L,jj T.M. 45-112G PLANET' FUN 11 L. L. C. D.B. 1667 P. 183 D.B. 1488 P. 698 PLAT ZONED C-1 8"X30" TAPPING SLEEVE �-­-AND VALVE ENT F -UN fN­T�0iE IC4NET 4WE— - � E CONN. #14 STA 20+00.31 LT D1 -7A WITH FLUME CONNECTION H=2.25 1 TOP=512,16 INV=509.91 STA 19+85 LT Dl --2B L=4' H:.-4.30 TOP=511.96 EXISTING 30" WATER LINE WATER 1',;!ETER STA 18+07 LT DI -2C L= 4' ,36,15>,H=4_30 TOP=509.85 R,ll 2A9% INV- 505.55 DATE MAY 12, 2000 SCALE 1"=20, op KURT M. CLOECKtO -f—C, ti E-4 E ­ z rr JOB NUMBER 00-019-00 v ?, OK SHEET 3 OF 5 jE I j R A'VE S /WILL ELOCAkED ,t' J�'REA 'TER CG --- 5 m 15" CP @1/00% 44 15 RW @'j,8 10 , )o C � r 4- 5" 0 CONCRET @1.. \GUTTER\1 STORM j- DF,,RAINAGE L EASEMENT q2 f Di.= B. 1 42�7 P 613 PLAT I R = 5/7 5 5, 5D' if 'Ji lei T ON VAT[ON AREA MOVE EXISTING DI --2B TO NEW CURB POSITION, EXTEND EXISTING 15" R.C,P. TO CONNECT TO NEW DI -213 LOCATION. MOVE EXISTING DI -7A BACK 12.0' AND EXTEND DEPTH TO MAINTAIN THE EXISTING INVERT ELEVATION. ALSO RELOCATE 15" R.C.P. TO CONNECT THE DI -7A AND THE RELOCATED DI -2B. 100' STACKING LANE AND 100' TAPER LANE STA 22+00 D1 -2B L=- 4 H=4.30 TOP =515.78 � I-. M. 45-112 STUARD R. WOOD, JR. D.B. 1453 P. 367 D.B. 1488 P. 698 PLAT ZONED R-6 L,jj T.M. 45-112G PLANET' FUN 11 L. L. C. D.B. 1667 P. 183 D.B. 1488 P. 698 PLAT ZONED C-1 8"X30" TAPPING SLEEVE �-­-AND VALVE ENT F -UN fN­T�0iE IC4NET 4WE— - � E CONN. #14 STA 20+00.31 LT D1 -7A WITH FLUME CONNECTION H=2.25 1 TOP=512,16 INV=509.91 STA 19+85 LT Dl --2B L=4' H:.-4.30 TOP=511.96 EXISTING 30" WATER LINE WATER 1',;!ETER STA 18+07 LT DI -2C L= 4' ,36,15>,H=4_30 TOP=509.85 R,ll 2A9% INV- 505.55 DATE MAY 12, 2000 SCALE 1"=20, op KURT M. CLOECKtO -f—C, ti E-4 E ­ z rr JOB NUMBER 00-019-00 v ?, OK SHEET 3 OF 5 560 W m m h� N 0"' +t 4C? 520 m INV, OUT=511.02 GRADE a JUNE 6, 2000 n 530 510 /j?EQ %3jC FINISHED 520 500 �0 DATU11 XV +17.25' BENDS GRADE 2 N to JULY 6, 2001 ±STA. 10+54.8 � LI :z N c DEPARTMENT OF ZONING _.._ _ DATE � ni L)530 90 BEND DATE + i -S A. 11+43.47 z 3:STA, 13+22.6 it 90 BEND q ..._....._ o 157,4, 12+80.0 m~n t�''r7+ ..... STORM SEWER SO�` S a _ u' 50, -DOi 98" CL � a' c a a D $?/ 0+ `t' 2 W'AT '4A p � W METER ---._.. cin a 0 3 _ STAk10 28,55, ton ;!0 STA, 10+40.49 ±STA. 10+84,6 S'fA, '12+99.13 15"` R.C.P. ci 2'" CORPORATIONCOCK INV, OUT= 504.E N STA. 10+00.00 a, _ a no MATCH TO FIR NE in ua PC 0 <r y s8.30'_15" X1,48% R.C.P. 101 7'-,10 R, C. P, t0 rn h Ca cn N rr- � 0 1- V i s zr it -- 8 m ,ue -a G c 510 INV, 00 01.7 s 5733' .....^ '? w R.C,P, N 510 OUT =519.52 it N X2.30 nai cn pry u EXISTING R. ,P» 107pp �,. s II ci u i d �TERLINE 25.00'-15" RAP.ii x r_ q .I1. 6 10 it DA7ZW ELV 0.0 •, 6 a -o DA TUAE1BV 50000� 7 z. it 4 u'x if 500, 00 its" MI . O h DET 'Z Z y 2. b» 14+01.0 I ____. z > Mn N Lr u 0g �rQ 06 -------_ CON «'-cli+ THIS 7 ,r z z q& ttI 16 � ` 1 G_,1 SHEEN cj C.7 cd 1h. r- ° A•. IST "!9 18" MfN, " CORPORATIO COCK6" to qIf "2 .V.C. SANITARY SEWER z N TA. 13+87.49 i I,, I, (2)--150'-48 H.D.P.E 0Kt.S% 45.75" 15" R.C.P - _ _ N � TO POTABLE WATER LIN i O u STA. 15+26,28 STA, 10+00.00 It r1 0 tri S(A. 13+71.3 8'q,l. CLASS - 2 SQA. 13+82,2 4D,I, CLASS 2 If z D rn 00 17 w WATERLINE WATERLtNE 18" MIN, G ° r N„p A. 15 z > Z w.. •�.. � z 73 • GATE VALVE TSTA. 10+ 5,8 N *^ •i M `'� N 21).81'-15" Id,D,P. . z z �A7 d 4 N d' 0 Nth 4 n N •d' 0 P^z N N V' +t So .• <7 t� sY *- .- � C7 M sF t! h #7i �Nry� xr�pf M u} Oi Ci t? fi ^' +- 170 Oi � N �.[1 d� 0 2 � h n 6 w h � yp�} N ppD9: C:T 7 +Ci 10 47 u7 td') ttx r'7 M) t•- h� (b t0 n Uq ICY LL? rn C'7 10 N.. 01 r +.O 4? h I'M My Cp .-. C'i N 00 0) 10 k`* ` N` 01 h* d} tktk 1f u�7 its Ila 1ti tY1 d0 +iib !f! t6 CIf3? f i0 tCi 4NP1 4!k iN1 4 A � ) ltN`1 4Nh �fi U) 10+00 11+00 21,0' 1 10.5 +,Yk...._�.--.-..-.Yr. ..�....._..-....-ire 6.0' OF PG -4 *2.00% EG -1 7.5 P.C. 10.5' 12+00 13+00 14+00 15+00 STORM SEWER SECTION DI 1 TO ES '� PROFILE HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=10' GRACIE 3.aG 10' IR CL '�il� ,--- ---- TOP BERM INV. OUT=513.5$ =513.37 4.5' EI -EV, -513,46 EC-180TTOM 1 A PONDING AREA 2 =511.87 PONDING AREA DETAIL NJ.S. 44" MIN.. MIN, ` MIN. 17,5"- (22,5" FOR COMPOUND METER) d 777 4A (22.5" FOR COMPOUND METER) IV' MIN. a 37" MIN. 12" MIN. WINGNUT LOCKING ASSEMBLY NOTES: BYPASS ti 1, PROVIDE A 6" THICK GRAVEL BED BENEATH 'THE METER VAULT.. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WTH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 2" METER NTS ---� _ _FIG. W -7C L WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFY9NG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL. WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JAN15, 1998, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1.-800-552-7001)_ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES„ SERVICE LATERALS AND WATERLINES, ETC, 7, ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE. VALVE DURING A FUTURE EXTENSION OF THE LINE. 560 55C 54C 2„ COPPER, PIPE 53C S2G PATUA(( ELEV ,51CT. La 0 16+00 EXISTING 520 m INV, OUT=511.02 GRADE a JUNE 6, 2000 n 530 510 /j?EQ %3jC FINISHED 520 500 DATUMELAV DATU11 XV +17.25' BENDS GRADE 2 N to JULY 6, 2001 ±STA. 10+54.8 � LI :z N c DEPARTMENT OF ZONING _.._ _ DATE � ni L)530 90 BEND DATE + i -S A. 11+43.47 z 3:STA, 13+22.6 _ STA, 11+70.50 90 BEND q ..._....._ 15' R.C.P, 157,4, 12+80.0 m~n t�''r7+ ..... STORM SEWER SO�` S a _ 50, -DOi 98" c a PROPOS D $?/ 0+ 2 W'AT '4A p GATE VANE W METER }STA, 0+79.45 PT/Al 18 STA, 13 2.37 STAk10 28,55, 1 N- z STA, 10+40.49 ±STA. 10+84,6 S'fA, '12+99.13 15"` R.C.P. ci 2'" CORPORATIONCOCK INV, OUT= 504.E N STA. 10+00.00 _ a -1 MATCH TO FIR NE in ua PC 0 <r Oa ._ t». NNS h t0 rn h Ca cn N rr- 06 M ce" ri crn+a N n N uYuc',: u't 10+00 s 560 6iY+7 Fmr.1 530 AROEA NDING ETAIL 520 '510 0 m X500 If z ,DATUM E%EV 499 bo 17+00 17+73.07 560 54C 550 530 540 520 m INV, OUT=511.02 REVISIONS a JUNE 6, 2000 n 530 510 /j?EQ %3jC N 520 500 DATUMELAV DATU11 XV 510.00 4§0-0-0- 817002 2 ALBEMARLE COUNTY SERVICE AUTt-IORITY to JULY 6, 2001 an � 550 550 540p INV, OUT=511.02 REVISIONS JUNE 6, 2000 ' N p bo Cr JUNE 12, 2000 /j?EQ %3jC N FEBRUARY 9, 2001 crn+'1 APRIL 25, 2041 tl 4t u'i+ c6+ 11,6+ MAY 10, 2001 ALBEMARLE COUNTY SERVICE AUTt-IORITY DATE JULY 6, 2001 DEPARTMENT OF ENGINEERING _ _ _ DATE LI :z PLANNING AND COMMUNITY DEVELOPMENT__________ DATE DEPARTMENT OF ZONING _.._ _ DATE FIRE OFFICER DATE: L)530 BUILDING OFFICIAL DATE 550 540p INV, OUT=511.02 _. 540 ' N p bo Cr STA. 10+05.12 8 "D.I CLASS 52 GA N *�w crn+'1 GRADE tl 4t u'i+ c6+ 11,6+ GRADE w OChiN +11,25' BENDS TSTA. BENDS 26 0" BEND ±STk 15+25.9 LI :z --�«..�.- 530 A. 16+81,62 ..»....»...., _._,... L)530 #S A. 13+7324 VALVE 1BTk 14+4190 girci 3:STA, 13+22.6 4 =40 > ... o .,.: ..._....._ a t�''r7+ ..... 06+ i. SO�` S 1= 50, -DOi It c a Oi � 520..____ 0+ cti , K- W N__._ 0 t- 60 ;F to 0. R.C-P, 1-, H•` . z STA, 10+40.49 ±STA. 10+84,6 S'fA, '12+99.13 15"` R.C.P. ci - INV, OUT= 504.E N X94 34 is " _ a -1 ux nor in ua PC ^^....,^ ... Y, to STORMSEWERSTORM I . .....__ 510 INV, N= 519-72 ev .....^ '? w R.C,P, N 510 OUT =519.52 INV. A. 10+11.70 N X2.30 22.5" BEND }STA. i1+fi7. pry EXISTING D.I, CLASS 52 8"XB"` TEE AND u7 II ci u i LN V,-: 9.9' �TERLINE 25.00'-15" RAP.ii STORM SEWERN�(Ti q it n� � DA7ZW ELV 0.0 DA TUAE1BV 50000� 1 500, 00 10+00 11+00 12+00 STORM SEWER SECTION D1#10 TO CON 14 _PROFILE HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"-10' 11+00 12+00 13+00 13+23,22 10+00 POTABLE WAITER LINE PROFILE HORIZONTAL SCALE„ 1"=40' VERTICAL SCALE: 1"=10' 55 53 8"X30" 52 TAPPING SLEEVE AND VALVE 51( 11+00 12+00 13+00 13+46.00 PUMP STATION TO EXISTING MANHOLE PROFILE HORIZONTAL SCALE: 1"040' VERTICAL SCALE: 1"=10' INV, OUT=511.02 EXISTING 45'+22.5' EXISTING STA. 10+05.12 8 "D.I CLASS 52 GA / *�w WATERLINE GRADE -25.00'--15" R.C.P. )ATUV ELEV GRADE w BEND +11,25' BENDS TSTA. BENDS PRESSURE RELEASE 0" BEND ±STk 15+25.9 Jf A. 16+81,62 ..»....»...., _._,... #S A. 13+7324 VALVE 1BTk 14+4190 3:STA, 13+22.6 4 =40 > ... o ..._....._ itC�`� a t�''r7+ ..... - SO�` S 1= 50, -DOi TA.95+4$.51 90" BEND 0+ FINISHED 22..5' REND R.C-P, *STA. 16+54, z STA, 10+40.49 ±STA. 10+84,6 S'fA, '12+99.13 15"` R.C.P. GRADE - INV, OUT= 504.E 1 TORM SEWER _ a -1 ux - in ua u� moi; 11+00 12+00 13+00 13+23,22 10+00 POTABLE WAITER LINE PROFILE HORIZONTAL SCALE„ 1"=40' VERTICAL SCALE: 1"=10' 55 53 8"X30" 52 TAPPING SLEEVE AND VALVE 51( 11+00 12+00 13+00 13+46.00 PUMP STATION TO EXISTING MANHOLE PROFILE HORIZONTAL SCALE: 1"040' VERTICAL SCALE: 1"=10' 10+00 11+00 12+00 13+00 14+0G tS+aU WIRELINE PROFILE HORIZONTAL SCALE: '1"-40' VERTICAL SCALE: 1"=10' 10+uv In, in 5206 µ 1"f r~ -8,T, ua � m ul +0Lu (np 2 r-�tC O won DA7 0 EI.EV 0a _ > �LX10 g g SJA. 10+09.36L_28.88'-15" R.C,P, 8D.1. CLASS 52 w ca *146% WATERLINE - N 10+00 10+32.86 STORM SEWER SECTION DI#12A TO D1#12 PROFILE HORIZONTAL. SCALE: 1"=40' VERTICAL SCALE: S"=10' 550 540 510 INV, OUT=511.02 EXISTING 45'+22.5' INV. IN-5MG2 STA. 10+05.12 8 "D.I CLASS 52 GA VALVE Dau WATERLINE o] -25.00'--15" R.C.P. )ATUV ELEV GRADE 45 BEND +11,25' BENDS TSTA. BENDS PRESSURE RELEASE 0" BEND ±STk 15+25.9 tS A. 16+81,62 ..»....»...., _._,... #S A. 13+7324 VALVE 1BTk 14+4190 TA.95+4$.51 90" BEND 0+ FINISHED 15- R.C-P, *STA. 16+54, z STA, 10+40.49 �'» S'fA, '12+99.13 15"` R.C.P. GRADE - � TORM SEWER _ a _ SEWER to STORMSEWERSTORM I . .....__ ...._.,�...,._._..._.._ .»._ z 530 r ,...., STS.11+20,80 15 R.C,P. 22.5" BEND }STA. i1+fi7. 9�E 8"XB"` TEE AND C4 STORM SEWERN�(Ti IRE HYDRANT 1 ASSEMBLY its" MI . y C k SSS 14+01.0 / � ____. t Q_._ _-____ _.� -------_ ----- 520 7 ,r q& cj IST 14+65.5$ 18" MfN, " CORPORATIO COCK6" .V.C. SANITARY SEWER TA. 13+87.49 yyMATCH TO POTABLE WATER LIN i O STA, 10+00.00 5101 1 q 18" MIN, N. GATE VALVE TSTA. 10+ 5,8 N *^ •i M `'� N a7 "'" d" " Yi d^ «T e* C1 e- d• �A7 d 4 N d' 0 Nth 4 n N •d' 0 P^z N N V' +t So .• <7 t� sY *- .- � C7 M sF t! h #7i �Nry� xr�pf M u} Oi Ci t? fi ^' +- 170 Oi � N �.[1 d� 0 2 � h n 6 w h � yp�} N ppD9: C:T 7 +Ci 10 47 u7 td') ttx W? u7 N U) 0 rt) U1 U1 Uf � UNb I17 M1Nf1 +f} afD 10+00 11+00 12+00 13+00 14+0G tS+aU WIRELINE PROFILE HORIZONTAL SCALE: '1"-40' VERTICAL SCALE: 1"=10' 10+uv In, in 5206 µ 1"f r~ -8,T, ua � m ul +0Lu (np 2 r-�tC O won DA7 0 EI.EV 0a _ > �LX10 g g SJA. 10+09.36L_28.88'-15" R.C,P, 8D.1. CLASS 52 w ca *146% WATERLINE - N 10+00 10+32.86 STORM SEWER SECTION DI#12A TO D1#12 PROFILE HORIZONTAL. SCALE: 1"=40' VERTICAL SCALE: S"=10' 550 540 510 INV, OUT=511.02 INV. IN-5MG2 STA. 10+05.12 8 "D.I CLASS 52 INV, OUT_=510.42- WATERLINE o] -25.00'--15" R.C.P. )ATUV ELEV 01.60% 5007 00 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=10' DATE MAY '12, 2000 SCALE 1 "=40' 40 111 M. NAM PUMPSTA.DWG 4 3�• SHEET ON Edi m TYPICAL INS TALLA TION DUPLEX SUBMERSIBLE GRINDER HINGED ACCESS DOOR ALUM, OR STEEL PORTABLE HOIST ELEVATION 507,82 MOUNTING SOCKET ELEV,=50&B2 ------ LIFTING CHAIN 6 ' INLET PIPE HIGH WATER ALARM 28' v KIE;- THIS IS UNDER REIAEW BY THE STATE HEALTH DEPARTMENT. 24' REACH 11 PORTABLE HOIST INCLUDED WITH 20,000 P.S.I. (MIN,) PUMPS49' 24' OPNG, COMPRESSION TYPE FITTING LIFTING HEIGHT FORCA3E MNE –4. L_ — — — — — — 2'X2' Cr PIPE -4– c PIPE CONCRETE BLOCK 4' DIAM, VENT W/SCREENED MUSHROOM CAP ALUM OR STEEL BASIN HATCH W/Hl�GED ACCESS DOOR T �AS REQUIRED 21 -----2' DISCHARGE ELBOW LIFT -GUT ASSY, BOTTOM OF BASIN MUST HAVE SMOOTH TROWELED SURFACE FOR MTG, SUPPORT CASTING PUMP TA .,../ TION CHARLOTTESV I LLE /ALBEMARLE S.P.C.A. SANITARY SEWER PUMP STATION 30, 4 -WIRE I SERVICE FROM BUILDING III 2 1/2' CONDUIT WITH 4 #1 -- AND 1 #2 GROUND 200 AMP DISCONNECT #2 GROUND 480V 30, 4 -WIRE T SS PANEL 7 200 AMP GROUND SPARE4, 2 1/2' CONDUIT WITH #1 2 112' CONDUIT WITH AND 1 #2 GROUND 4 41 AND 1 #2 GROUND 1) PUMP PANEL TRANSFORMER MOTORS SPARE 2' CONDUIT WITH 3 #8 AND 1 46 GROUND 208/120 VAC, 3 4 -WIRE CONTRACTOR PROVIDE TWO - STARTERS, DISCONNECT, PANEL B AND OVER CURRENT 200 AMP PROTECTIVE DEVICES LIGHT GFI RECALARM HORN I AND LIGHT 717 1 PUMP CONTROL PANEL ALARMS PUMP CONTROLS ONE LINE DIAGRAM NOT TO SCALE FLOAT MTG, BRACKET CHECK VALVE GATE VALVE im CHARLOTTESV I LLE/ALBEMARLE SANITARY SEWER PUMP STATION m ALARM LIGHT AND HORN 50 WATT SODIUM LIGHT 0 0 0 0 T k=q TREATED 4' X 4' X 10' POST TVSS 0 0 0 PUMP x DISC PANEL A 0 ALUMINUM Ld LADDER z C2 W 0 > 0 a, AS REQ'D, 0 0 BELOW FLAP FROST VALVE© LEVEL GATE VALVE INTERMEDIATE RAIL SUPPf f PLACE VALVE BOX ON UNDISTURBED SOIL (ONE, REQUIRED FOR EACH 20 FEET OF 2* SWING CHECK VALVE BASIN DEPTH IN EXCESS OF 20 FEET,) 2' DISCH, PIPING - CAN BE GALV, STEEL OR DUCTILE IRON -1 112' SS PIPE GUIDE RAILS MUST BE PLUMB SUBMERSIBLE GRINDER PUMP 21 -----2' DISCHARGE ELBOW LIFT -GUT ASSY, BOTTOM OF BASIN MUST HAVE SMOOTH TROWELED SURFACE FOR MTG, SUPPORT CASTING PUMP TA .,../ TION CHARLOTTESV I LLE /ALBEMARLE S.P.C.A. SANITARY SEWER PUMP STATION 30, 4 -WIRE I SERVICE FROM BUILDING III 2 1/2' CONDUIT WITH 4 #1 -- AND 1 #2 GROUND 200 AMP DISCONNECT #2 GROUND 480V 30, 4 -WIRE T SS PANEL 7 200 AMP GROUND SPARE4, 2 1/2' CONDUIT WITH #1 2 112' CONDUIT WITH AND 1 #2 GROUND 4 41 AND 1 #2 GROUND 1) PUMP PANEL TRANSFORMER MOTORS SPARE 2' CONDUIT WITH 3 #8 AND 1 46 GROUND 208/120 VAC, 3 4 -WIRE CONTRACTOR PROVIDE TWO - STARTERS, DISCONNECT, PANEL B AND OVER CURRENT 200 AMP PROTECTIVE DEVICES LIGHT GFI RECALARM HORN I AND LIGHT 717 1 PUMP CONTROL PANEL ALARMS PUMP CONTROLS ONE LINE DIAGRAM NOT TO SCALE FLOAT MTG, BRACKET CHECK VALVE GATE VALVE im CHARLOTTESV I LLE/ALBEMARLE SANITARY SEWER PUMP STATION m ALARM LIGHT AND HORN 50 WATT SODIUM LIGHT 0 0 0 0 T k=q TREATED 4' X 4' X 10' POST TVSS 0 0 0 PUMP x DISC PANEL A CONTROL PANEL. z 0 0 0 METER AND CT CABINET ON REAR TO lriER PANEL IN f BUILDING CONCRETE FOOTING I o 0 0 0 0 TREATED 2' X 6' BOARDS 0 SCREWED TO POSTS 0 z < 0 z 'y0 SEALED JUNCTION BOX IN GROUND RODS TYPICAL ELECTRICAL EQUIPMENT ARRANGEMENT NOT TO SCALE FQRCF MAIN C0NNEcn&-DET Q -AM N.T.S, 3 DATE MAY 12, 2000 SCALE • 494 JOB NUMBER 00-019-00 Afua llmlmwlolrA v 9 _ /SHEET 5 OF 5