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HomeMy WebLinkAbout004-96 City of Winc. Water Storage Tank - Backfile4 cr) a) Ld 0 V) r Ld ry (D V) IN 00 0 Of L) L) tN 00 p 0 pr) SHEET NO. TI TLE 1 SITE PLAN AND 'DETAILS 2 CONCRETE TANK - PLAN, SECTIONS AND DETAILS 3 CONCRETE TANK - SECTIONS AND DETAILS 4 STEEL TANK - PLAN, SECTIONS AND DETAILS 5 GENERAL TANK - SECTIONS AND DETAILS 6 ELECTRICAL - SITE PLAN AND DETAILS OWNER/DEVELOPER DEPARTMENT OF PUBLIC UTILITIES ROUSS CITY HALL 15 NORTH CAMERON STREET WINCHESTER, VIRGINIA' 22601 ATTN: JES'SE W. MOFFETT DIRECTOR —PUBLIC UTILITIES (540) 667-1815 N G D MFNI�TR A T-OR ENGINEER MALCOLM PIRNIE, INC. 11832 ROCK LANDING DRIVE NEWPORT NEWS, VIRGIN1,A 23606 ATTN: JAMES P. NOONAN, P.E. VICE—PRESIDENT (804) 873-8700 DATE k Ov, -Pip& 4 INN- AW M 0 U ION 11) Am m G A V .w_ P64 % a 4, 1A A "g _A v �k, G ROU D,'STORAGE TANK < RAGE'' GROUND 5TO POINT ON OLD 4a WRE FENC I t Ll TAXMAP 53�-(A). PARCEL) K StTE TAN TAX A SA)k 'TRACT B' F4 PARCE ZONED: RA ZONED: LINE ALONeOLD RA' I rN j. U8E:,, WE FENQE��,, 'USE: 4 AGAICULTURAL 7-A 1", W, AGRICULTI 4G' STONE WALL-\,, A67, TAX MAP 53-7� RCEIL 69 fuug 141.7ft, ACRES j ZONED. RA EAST END OF FRUIT HILL'ORCHARD, INC; ;o CORNER Ol� STONE WAM D.B. 296; Pg 302.,'p 305 PLAT TAX MAP 53-(A). VAS. IVA, leg 091 PLAT Tl ZONM. RA D.B. 267., Pg 187 PLA US E - �iG RIC ULTU R A j7 INESBORO MAGISTERIAL, DIM CT TAX MAP,5ji�--(A). �o rM'.&L V9 "S St- A18WICULTURAt J� :A TAX, MAP 5 sqq�qq��- PARCEL 71-, MIL ea. w if R 13-02'42"_LE 7'66.93) Ce r NOTES: t MAP 'BASE0 ON ORf(;INAL SLIRVEY�PREPARED, FOR' 'CHESTER, VIRGINIA,' BY R Y Y F WIN HUGHES o KI: ASSOCIATES, DATED' bECEMBER' 20, 1995:, 2. THE BEA NCES SHOWN 'HEREON or RINGS AND DISTA PARCEL .1 'n, I BASED'ON- PLATS OF RECORD AND ON PL�A ARE VL' '17 1000 "d E SCALE: X al a FIELD lb'UK LYt3 PERFORMED BY'KIRK, HU H S, A �O AC BOUNDARY SURVEY ASSOCI TES. N 70�AL OF'. EITHER PAR S, CEL 1 OR PARCE�L 69, WA "VY ERFORMED BY IMIS SURVEYOR: THIS PLAT DOES NOT REPRESENT A BOUNDARY� SU RV EY. u x SECTIOWNUMBER AX SHEET EET' ON WH I CH,,� 4, �TR JEFFERSON S 14- P 'P STATION" SECTION I S, FIR'c UM 'T V _,�REFERRED 7, 121* 2 H S.REE�T ON WHtC OWN SECTI IS SH, 7 DETA-ILI N UM,BER""' iSH -IC,H Jy' f EET, 01\1 WH I- V1. 'DETAIL IS-, FIRST FERRED E� —N SHEET ON WHf1CH 4 1 A I Pt SITE ACCES�S, PLAIN' -s S _1"� '�000, TAIL lsCALEi� �DE -1 HOWN NOT TO SCALE 411 C97 A CTI ON. %7"E T I L K A" NE R S T­-%fi�? r L A,N STS', & MALCOLM PIRINRE INC ENV1RONM`E1'1,14TAL._, ENGINEERS, S CIEN T1 PC 0 0 N o, O o rn Q, 0) Ln Lr 0 0 o FD a c Ln cn w C7 o h m j � w w o � Q a o V) h h M N N m 0 0 0 r a a G 0 U Q Q � 0 0 0 0 h h �^ N N 0 b 0 � d 00 00 U7 Ln i g E EROSION AND SEDIMENT CONTROL x NOTES AND StQytivCf�vG 800 t q�o°� wigE'RSEr, �: Ts TEMPORARY SEEDING: °cRouN� c o r PROPERryEs MATERIALS: WINTER) QUANTITY LBS ACRE ELEVATION w S ( ( / ) twt WINTER RYE 50 -1 L a ANNUAL RYE 50 C . ' LIME 2000 , FERTILIZER (10-20-10) 600 Qr: aw MULCH (GRAIN STRAW) 3000 MATERIALS: (SPRING) QUANTITY (LBS/ACRE) ANNUAL RYE 100 a E LIME 2000 FERTILIZER (10-20-10) 600 N,:a MULCH (GRAIN STRAW) 3000 MATERIALS: (SUMMER) QUANTITY (LBS/ACRE) GERMAN MILLET 50 LIME 2000 101"Q �' FERTILIZER (10-20-10) 600 MULCH (GRAIN STRAW) 3000 INSTALLATION: ...: " .`\ ` :• ,,,:: , .:. ' SQL ;r .� OP-'� APPLY LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR \ MAXIMt�M' CLEARING LIMITS' o RF :. OTHER SUITABLE MEANS. APPLY SEED, AND MULCH IMMEDIATELY AS PER THE DD k 4 x.' VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ON SLOPES GREATER IAk ._ THAN 3H:1 V, PROVIDE JUTE NET OR OTHER MEANS TO ANCHOR MULCH. - - 0 9.B/kk�� , N k F SEEDING NOTES: ` �� �` ` 1. TEMPORARY WINTER SEEDING OCCURS FROM SEPT. 1 - FEB. 15. �ST-1lowo 2. TEMPORARY SPRING SEEDING OCCURS FROM FEB. 16 -APRIL 30. 5 941, '� �:* 3. TEMPORARY SUMMER SEEDING OCCURS FROM MAY 1 - AUG. 31. " k B/M `X 9. 939.5 94 5 (CONC.) / PERMANENT SEEDING X X � O 2.5 (STEEL) s ,: � 39 94 STE `'� PS -` DRAIN LINE FOR APPALACHIAN/MOUNTAIN AREA %1 tf � } J o OUT1s ET, S z°<a SEE""DETAIL 1 B-1 a LOW -MAINTENANCE SLOPE (3: 1 OR LESS) TOTAL (LBSZACRE) ,., B-2 1 5 8 - KENTUCKY 31 FESCUE 128 943.5 CONC. - RED TOP GRASS c R. f 942.5 STEEL) I j - SEASONAL NURSE CROP** 20 s s - CROWNVETCH*** C 0 4, 6 CHAINLINK DD 000 y FENCE, - FERTILIZER (10-20-10) 1,000 x:..,t SEEETA1L MG GRO..1(D - MULCH (GRAIN STRAW)_ 4,000 MJ 1 5 STORAGE TANK INSTALLATION fi !ZO 2S, APPLY LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OHEIGHT = 32 FEET OTHER SUITABLE MEANS. APPLY SEED, AND MULCH IMMEDIATELY AS PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ON SLOPES GREATER ` } THAN 3H:1V, PROVIDE JUTE NET _.OR OTHER MEANS TO ANCHOR MULCH. ,< ,........ 43.5 C1NC.) ** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES a� 20' 'DOUBLE .. „ B-3 942.5STEEL) AS STATED BELOW: GATE. ..9.4'0 MARCH, APRIL THROUGH MAY 15TH _ ANNUAL RYE ' SEE DETAIL 4 k " ` '::'::"" /h 942.0 r° MAY 16TH THROUGH AUGUST 15TH _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOXTAIL MILLET '�.., :. . 941 _5 y" AUGUST 16TH THROUGH SEPTEMBER OCTOBER ANNUAL RYE 1 5 /R-------- nSF NOVEMBER THROUGH FEBRUARY _ - - - _ _ _ _ WINTER RYE f s'� a` *** IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE / - / PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY r17r5� / PS k ;f SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS: } 939 AND 10-20 LBS./ACRE IN MIXES. .... . Y s44 h SEDIMENT CONTROL NOTES , 941.0 k\ TS 1. CONSTRUCT AND MAINTAIN ALL LAND CLEARING, GRADING, EROSION AND SEDIMENT CONTROLS AND RELATED ACTIVITIES IN x ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT ........... s ::1:4' VALVE VAULT, SEE DETAIL 1 } CONTROL HANDBOOK PRACTICE STANDARDS AND SPECIFICATIONS. �! x .9a3 0 94'4 0... 1 � 2. SEDIMENT TRAP CONSTRUCTION AND MAINTENANCE: N 85, A. OVERFILL EMBANKMENTS BY 6" OR MORE FOR 2:1 ,�. R - . ' r SETTLEMENT. 24' - ,15" CLASS IV CULVERT B. DIVERT CULVERTS AND DRAINAGE SWALES TO TRAPS PIPE AND TWO FLARED ENDWHEN PRACTICABLE. PROVIDE POSITIVE DRAINAGE ALONG 45' BEND SECTIONS (VDOT ES-1) . TEMPORARY DIVERSIONS TO TRAPS. C. INSPECT TRAPS PERIODICALLY AND AFTER EVERY ,�- OPS INV. EL. 937.8 .. ERODIBLE RAINFALL \9.4: TS ` MAXIMCING LIMIT D. MUCK OUT AND RESTORE TRAPS TO ORIGINAL .. ;'s 948<2 CONDITION WHEN ACCUMULATED SEDIMENT REACHES .' f w CLEANOUT ELEVATION. f = r E. UPON CONSTRUCTION COMPLETION, MUCK OUT TRAPS AND REGRADE AREA TO DESIGN ELEVATIONS. fi h:' MAXIMUM CLEARING LIMITS SF ; �'` STABILIZE ANY REMAINING DISTURBED AREAS. 12 D I WA`f M Afl P 3. TEMPORARY DIVERSIONS AND SILT FENCES WILL BE INSPECTED PERIODICALLY AND AFTER EACH ERODIBLE { RAINFALL. SEDIMENT WILL BE REMOVED FROM THE FLOW AREA 'M AND REPAIRS MADE AS REQUIRED. •• ' ••...... ` F` / 4. A PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION CLEARING NOTES:Z WILL BE PROVIDED WITHIN 30 WORKING DAYS OR 120 CALENDAR :..:.:.. :.:.:.:.:.:.. 22 1`/2' "BEND a air 1. CLEARING SHALL BE MINIMIZED TO THE EXTENT 15' GRAVEL �'� INV. EL. �937.7 DAYS, WHICHEVER IS SHORTER, AFTER COMPLETION OF ANY DRIVEPOSSIBLE. CLEARING AND TREE REMOVAL WITHIN SEE DETAIL 3 �' 10 1 # LEGEND: PHASE OF CONSTRUCTION. THE MAXIMUM CLEARING LIMITS SHOWN SHALL BE ��' �� 5. A TEMPORARY GROUND COVER SUFFICIENT TO RESTRAIN EROSION REQUIRED ONLY AS NECESSARY TO COMPLETE 1 2 f�� f£� 9r ;, 4 WILL BE PROVIDED WITHIN 30 WORKING DAYS UPON • INTERRUPTION THE WORK AS SHOWN. \ e \ a: Fa. EXISTING CONTOURS OF CONSTRUCTION ACTIVITIES IN AN AREA WHERE THE ACTIVITIES WILL NOT BE RESUMED WIITHIN THAT 30 DAY PERIOD. `''''''''''EXISTING SPOT ELEVATIONS F , 2. THE MAXIMUM CLEARING LIMITS ARE THE CHAINLINK \''''''' SEQUENCE OF CONSTRUCTION FENCE LINE, THE SILT FENCE LINE AND THE J° """""' "' L \ EXISTING TREE 1. INSTALL STABILIZED CONSTRUCTION ROAD ENTRANCES, IF REQUIRED. MAXIMUM CLEARING LIMITS LINE. x€ N° 3. PROVIDE CONSTRUCTION ENTRANCE AT LOCATION f -P <z ` EXISTING TREE LINE 2. CONSTRUCT SEDIMENT TRAPS. INV.,itL. 937.•6f SHOWN ON SITE ACCESS PLAN. :. PIPE NOTES: 1. ALL DUCTILE IRON (DI) PIPE SHALL HAVE RESTRAINED JOINTS. 2. TYPICAL MINIMUM COVER SHALL BE 3'-0". 3. PIPE SHALL SLOPE UNIFORMLY BETWEEN ELEVATIONS GIVEN. 1 4. SEE TYPICAL PIPE TRENCH DETAIL 1 5 X FIRE HYDRANT : BY OTHERS - SITE PLAfV SCALE: 1 ";'- 20' REVISIONS NO. BY DATE REMARKS t B-1 BORING LOCATION 3. CONSTRUCT REMAINING SEDIMENT CONTROL DEVICES PRIOR 1 CONNECT TO 12" DI WATER MAIN INSTALLED BY OTHERS. COORDINATE x WITH PIPELINE CONTRACTOR 12 DI WATER MAIN BY OTHERS DES JGP DWN RLB CKD W FLOW DRY STORAGE WET STORAGE COARSE AGGREGATE* - GEOTEXTILE CLASS I RIP RAP COMPACTED nCAICO A 1 ml 1 COARSE AGGREGATE* - GEOTEXTILE CLASS I I I RIP RAP EXCAVATED AREA NOTE: * - COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5. CROSS SECTION OF OUTLET ST OUTLET (PERSPECTIVE VIEW) SEDIMENT TRAP SCHEDULE SEDIMENT TRAP DETAIL TRAP ST-1 DRAINAGE AREA 0.5 WET STORAGE 33 REQ'D (CY) DRY STORAGE 33 REQ'D (CY) WET STORAGE 918 POOL ELEVATION MAXIMUM SILT BUILD-UP 917 (CLEANOUT) ELEVATION H 2' s W I ?' L 3' 6'- 0" MAX (TYP.) I COMPACTED FILL SEDIMENT LADEN " RUNOFF �w SOIL STABILIZATION MATTING (TYP.) MINIMUM TAILWATER OUTLET PROTECTION SCHEDULE OUTLET OP-1 OP-2 FLOW (CFS 1.3 4.0 D 15" 2'-0" L 8'-0" 12'-0" TO THE START OF GRADING. - X - CHAINLINK FENCE 4. DIVERT CULVERTS AND DRAINAGE SWALES TO TRAPS WHEN - '►- DITCH LINE PRACTICABLE. CONSTRUCT CULVERT EROSION STONE OUTFALLS IMMEDIATELY FOR THOSE STRUCTURES NOT OUTFALLING IN o 0 GRAVEL DRIVE SEDIMENT TRAPS. MAXIMUM CLEARING LIMITS 5. MAINTAIN SEDIMENT CONTROL FEATURES CONCURRENTLY WITH CONSTRUCTION OPERATIONS. RIP RAP 6. AFTER COMPLETION OF GRADING FOR ANY AREA, PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN 30 WORKING DAYS 4 SLOPE LINE OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER, E.INAL SITE PLAN X 942.0 SPOT ELEVATION 7. THE EXISTING DRAINAGE FEATURES SHALL BE CLEANED OUT AND:. - RESTORED TO ORIGINAL CONDITIONS UPON COMPLETION OF- DATE4 CONSTRUCTION ACTIVITIES. CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS GROUND STORAGE TANK 0 _► of X-X-X SF SILT FENCE DOD TEMPORARY DIVERSION DIKE - EXTRA -STRENGTH FILTER FABRIC WOODEN STAKE 8" MIN. EMBEDMENT (TYP. ) t I I X I Za 0 I (V I t e �- I 4" MINIMUM EMBEDDED FILTER FABRIC LENGTH = 12" OB/ OSC RR SECTION 1 1 1 D = PIPE DIAMETER OR BOTTOM DITCH WIDTH LINE RIP RAP PERIMETER W/GEOTEXTILE. KEY IN 9" (MIN.) oop OUTLET PROTECTION SITE PLAN AND DETAILS NOT TO SCALE U.O.N. :ISTING GRADE Al RIP RAP VDOT Cl Al RIP RAP OUTFALL INV. EL. 0 cV L PROFILE COPYRIGHT © 1996 MALCOLM PIRNIE, INC. DATE JANUARY 1996 SHEET 1 OF 6 CAD REF. NO. _0827131 1 .o N 0 a o: 0 0 w ,a cy w 0 0 m w Q r— vn h N O 7 a n Q Q i 0 0 h h N 0 K) 00 Ln WALL SLEEVE W/ MECHANICAL WALL SEAL (TYP.) .,� SUMP CONCRETE PIPE SUPPORT cD :Y 0z ofQ LL_ 11­_ 2'-0" 4'-0" 12" 4'-0" X 4'-0" ACCESS HATCH ABOVE PRECAST 12" DI WATER MAIN CONCRETE MANHOLE 2 5 5 VALVE VAULT 1 DETAIL 5 SCALE: 3/8" = 1'-0" ACCESS HATCH 1 1 /2" PVC DRAIN Z N � 4 CU. FT. CRUSHED STONE EL. 943.5 o 0 12" CHECK 10" 12" FLANGED MIN.* COUPLING VALVE-� ADAPTER -- - i- EL. 938.5 z 6" MIN. * N ►� EL. 936.0 — J N 17" woe o000000r, .�o�o� O: .O.'O.6O.O:O.O.o'oOr OMPACTED 12" X 12" X 6" SUMP - CONCRETE CRUSHED CONCRETE FILL STONE PIPE SUPPORT r_N� SECTION 5 1 5 SCALE: 3iS" = 1'-n" SLOPE CONCRETE SURFACE UP TO 3:1 MAXIMUM TO MATCH EXISTING GRADE -- 2'-0" SQUARE CONCRETE VALVE BOX COVER i #4 (TYP.) COMPACTED EACH FACE GENERAL BACKFILL VALVE BOX NOTE: LOCATE AT EACH BURIED VALVE TYPICAL VALVE BOX 1 DETAIL 2 5 o� O4r t s ES P IN s No I -M43 d 1�� 4 �►� 6" MIN. MIN. 1/4" NEOPRENE PAD ON ALL PIPE SUPPORTS - REVISIONS NO. BY DATE RMAWS ry w > 0 0 V ►1 L MOUND BACKFILL TO ALLOW FOR TRENCH SETTLEMENT COMPACTED TRENCH BACKFILL O.D. + 2'-0" MAX. TRENCH WIDTH (OUTSIDE PAVED AREAS) TYPICAL PIPE TRENCH DETAIL 25 AS REQ.-" MIN,. 12" DIA. CULVERT AT EXIST. DRAINAGE , WAYGRADE FINISH GRADE SELECT SAND BACKFILL PAYMENT LIMITS FOR ADDITIONAL EXCAVATION REQUIRED FOR UNSUITABLE MATERIAL. REPLACE WITH SELECT SAND BACKFILL �- FIRM AND STABLE TRENCH BOTTOM N 0 I WIDTH SHOWN ON PLAN 8" VDOT 21 A SLOPE 29; TYP. I / EXISTING f-........:.........:......................:.:.r.. ..... ................I GRADE �- COMPACTED SUBGRADE GRAVEL DRIVE DETAIL Ilia 10' RADIUS TYP v VDOT NO. 1 COURSE AGGREGATE GEOTEXTILE FILTER FABRIC 2'-0" (TYP.) CE TEMPORARY STONE CONSTRUCTION ENTRANCE DETAIL NOTE: TEMPORARY STONE CONSTRUCTION ENTRANCE DETAIL IS EXCERPTED FROM 3.02-1 OF VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK. C PIPE AND SUPPORT 6" TYP' PIPE DIA. SEE PLAN PIPE OD SEE PLAN 120' - 3- #5 EACH END 2" CL. (TYP.) #5 TIES AT 12" I (MIN. 2) I I I I I I I I #5 AT 12" EF EL. SEE PLAN I L= PIPE OD +12" I I I I 1 f I I I I I 8" DI TEE 10'-0" 10'-0" TYPICAL CHAINLINK LINE POST DETAIL W/BLIND FLANGE $" DI FLG X FLG 90' BEND FLANGE 5'-0" 5'-0" TO WALL W/INSECT SCREEN 2'-6" VDOT VALVE BOX CL. Al RIP RAP OPERATING NUT & o OVER GEOTEXTILE EXTENSION STEM SEE DETAIL 1 EL. 939.5 " WELDED WIRE 8" MJ GATE VALVE REINFORCEMENT I EL. 938.5 I 4'-0" X 4'-0" X 6" SPLASH BLOCK OVER RIP RAP --- RESTRAINED GLAND (TYP.) 6" \-8" DI MJ TEE MI W/PLUG NOTE: SUPPORT TO BE 12" THICK UNLESS OTHERWISE NOTED. 8» DI DRAIN LINE OUTLET TYPICAL PIPE SUPPORT DETAIL 1 DES JGP DO J WN CKD DETAIL 1 5 CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS GROUND STORAGE TANK 12� 12 BARBED TOP RAI CHAIN L LINE OR TIE BAN BRACE TRUSS TENSION VARIES TYPICAL CHAINLINK END POST DETAIL 3 DETAIL 1 5 E POST IN LINK FABRIC ETCHER BARS ETCHER BANDS CES SS ROD NOTE: FENCE TO BE INSTALLED MIN. 12" INSIDE THE PROPERTY LINE. TYPICAL DOUBLE GATE 4 DETAIL , 5 RINGWALL CONCRETE ENCASEMENT TO BE REINFORCED PER DESIGN. PROVIDE 12" MIN. OF CONCRETE AROUND PIPE PIPE ENCASEMENT AT RINGWALL GENERAL TANK PLANS, SECTIONS AND DETAILS NOT TO SCALE 15 ® 12" E.W. MIN. 2 NCRETE ENCASEMENT COPYRIGHT © 1996 MALCOLM PIRNIE, INC. DATE JANUARY 1996 SHEET 5 OF 6 CAD REF. NO. 0827G5 TERMINAL BOX 00 rn 66 O 0 U: L6 O 0 6 N W J Q c) V) LD 0 rl N 00 O W 0 Q r, V) / M h N x+ O O Q U Q O C7 O n N co O a PLAN 1" = 20' CKT NO. a n DESCRIPTION OF LOAD LOAD KVA KVA PER PHASE LOAD KVA DESCRIPTION OF LOAD U) n 4 CKT N0. A B 1 15 1 POLE LIGHT 0.3 0.5//-///0.2 RECEPTACLE 20 2 3 15 LEVEL TRANSMITTER 0.3 1.8 1.5 CATHODIC PROTECTION RECTIFIER UNIT 20 4 5 15 TELEMETRY 0.4 0.4 -- SPARE 15 6 7 20 SPARE - - - SPARE 15 8 9 - SPACE - - - SPACE - 10 11 - SPACE - - - SPACE - 12 LIGHTING PANEL 120/240 1PH SERVICE ENTRANCE RATED TOTAL KVA 0.9 1.8 60 AMP MAIN BREAKER 12 CIRCUIT GRAND CONNECTED TOTAL KVA 2.7 CONDUIT CABLE FROM VIA TO PURPOSE REMARKS N0. SIZE IN.. QTY SIZE C-1 1 1/2 3 4 POWER CO. METER PANEL LP INCOMING SERVICE CONFIRM SIZES WITH POWER CO. 1 8 GROUND C-2 1 3 12 PANEL LP POLE LIGHT POWER AND GROUND C-3 3/4 3 12 PANEL LP DUPLEX RECEPTACLE POWER AND GROUND C-4 3/4 3 12 PANEL LP LEVEL TRANSMITTER POWER AND GROUND C-5 3/4 3 12 PANEL LP CATHODIC PROTECTION CONTROLLER POWER AND GROUND C-6 3/4 3 12 PANEL LP TELEMETRY ENCLOSURE POWER AND GROUND C-7 3/4 2 18 TELEPHONE TERM. BOX TELEMETRY ENCLOSURE SIGNAL C-8 3/4 1 1 18TPS LEVEL TRANSMITTER TELEMETRY ENCLOSURE SIGNAL TANK LEVEL C-101 3/4 3 12 PLC ENCLOSURE TELEMETRY ENCLOSURE POWER AND GROUND TIE INTO PLC POWER CIRCUIT C-102 3/4 2 18 PLC ENCLOSURE TELEMETRY ENCLOSURE SIGNAL LOSS OF SIGNAL C-103 3/4 1 18TPS PLC ENCLOSURE TELEMETRY ENCLOSURE SIGNAL TANK LEVEL C-104 3/4 2 18 TELEPHONE TERM. BOX TELEMETRY ENCLOSURE SIGNAL 0 0 m N O J ¢ U V) O iu z i W z J LkJ a h N co O O Of l u U ¢ c 0 N no O M W OWNER /DEVELOPER DEPARTMENT OF PUBLIC UTILITIES ROUSS CITY HALL 15 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22601 ATTN: JESSE W. MO'FFETT DIRECTOR -PUBLIC UTILITIES (540) 667-1815 0 �,� "k�; , kr ENGINEER MALCOLM PIRNIE, INC. 11832 ROCK LANDING DRIVE NEWPORT NEWS, VIRGINIA 23606 ATTN: JAMES P. NOONAN, P.E. VICE-PRESIDENT (804) 873-8700 �tiALT,H OF � �j►�APF Mo. 71 7843 �g I s J _ .__ -, .. - q:• - ---- : , - --' 1 -- ---- 1 %Xwf/ . IIR 7d il\;' // S_Z 7V o _ _.. -....I ,... 11 Sl/n&+,. I I- :. - - _ r ,. • - S _ 1 : : " - � u ':, � ;,.:W, �r ..,..,.. , .__.._ate.,... � .�',:r,..., ,. ':.,,, . .Ur ,,. ,. �� � ,t1•,, -,.,0: - - _. - .� � ,_. j,x :a T , •., ,:. �y, . 'IG' �:,:., /,r 3Y ig4r �j ) t� y y�y ,.. , , , , l (j, , °r f YZI: ' :' ' ,,-��,:;--•k.. v.M. � , ' - L� - .. `�{ r '•' ' ,�. , , 2�, r -r. ".,. i fir, 4r ,. , , ,, �', r - ° - _ t , 1 e , 141 _tDRAWING I D ...,E : n ..,All'F ": w Alta� , , , . ,, ;,, .,, . �-.:- •' ,, _ `�.. , �. TIT , SI••-L_ET NO LE' . I '� r• `r 1 FRUIT HILL ORCHARD WATER MAIN PLAN AND PROFILE 'TB ,! 89 t - - _ T STA. 0 STA♦, 11+r00 �` HILL ORCHARD ` �, - ` a,' ��'r•.. _ . w � � �� yz'� , . fit' WATER 2 FRUIT HILL- ORCHARD WATER MAIN —PLAN AND PROFILE d - :# STA. 11+00 TO STA. 22+'00 'l s, FRUIT HILL ORCHARD WATER MAIN PLAN AND PROFILE j) ..' -; °.., ram'.¢ ., r�,?`r"s 4�,,,.r •4 �,'. � ��.;,�t• .y.:f. i, ' , +.. .-`,� , ,.N-'�,. .. ..: a is .:+ •' _ 'k.�, }t � ,- A o T TA. 00 jy .. •.. �,,�,, ,;. _I' , �,,_ >t / ,,,...,, y+ �_ )��,.__ r.. , . r. FRUIT HILL ORCHARD WATER MAIN PLAN AND PROFILE �r. STA 33 00 TO END ` ..,+-,r. l G ,: fil .. r '..: 1 -,. -.. ...,..�...: 41 , ." :.: 7 4. x ��` ,... ♦� ♦... lr ""Y �rl 4� '.i ,. ,� t � , _`.." �, .-.-.,„<���.. r�,.* � •/.: /, {� - �, ,y: , 5 CAROLIN:E STREET '-WATER MAIN PLAN AND PROFILE • i x, a `,• '• H ', � .e i. �.r ,_:.. v,1 d..�:. ..._ , ...: ., «.. •,. r. F. ) r `.... }>`ti •.�{ {, ;.. ,• as>-V �. ,.: �� STA. 0+00 .TO �,+ ,. 1 . .d: _-w.. ...�t: ' A ,� - ,� .ems . '�.� + � : � a ,.,! ,•°, .Bva.:• STA. 00 - -- '�-�,..�_;. .. T 1 Y+. ,a_:, _a' "`.c•4. , .: rl. _ pp ..,t,. A. v` , ait .. . n .n 7c�. f / .. 4;Z.' ,. - 6 CAROLIN'E STREET WATER MAIN - FLAN AND .PROFILESTA w r--:-:�' ,,_,: � . ; •. � � ,; ,,. , s � , k '4 p.,, t � f ,. y-., Ili. r , °J 6+00 -TO END ,. 1. : �} •..! ,::.-`r..,-.. •' ti rs: '. ., - � - ,� — .. 7 ALTITUDE VALVE VAULT �r,o�r�^•��,F;� , �§ PLAN, D DETAILS T • ., : ,.�... r , PLA SECTION AND AIL -�: � i3° MISCELLANEOUS DETAILS , '- .t �, a r ,'.rr �.: •a' e . , °.,, -, �7 �. ' ,: .. 'wOT �' .e;4'. `i( r:. �I-e _ . ,: EROSION,AND SEDIMENTATION. CONTROL pETAILS y •: , ,_ •, S. r *.•. .. ..,,,.+ .,^ice�7 aJz'•,.. }�. s",,,'• • :.. :•4'. " '� 'G�' I 'V �. _._ :. �$; ,:: ,.::., ;{ : r ' ; , ,_, > 9 , �. y ' gt:'. r:4 e , ag" r 1 .' ,: • " � ,. ..,.: -,R y T ,: - ,-. ' • r y , » , r, T n + ..".-ass .. :R ,, _ " -. _ ��� r._ . ,,..�X•: �� , , �� . .. CAROLINE STR.EE,T SECTION NUMBER „'�r t • -+ � ':I'%'s,V..' ��•- i� ",: r r ! .. ; ,' r. , ` ,80ie+i Wfi?d'° , C ` 1d t bckr 9 WATER MAIN ` SHEET ON WHICH gg , .r. , ,� , • . 7 �,. - ,ry, r f., ` :..r .,ti. f• "1. T•. .`:/fix . ON I TI FI T 1 /.— < .f,1.a/1... '.: t •,. ! is ..1:, `. '`A". Q r. I .: '. r.- ',1.-�...; ,��.. _. ..... `. , :.. :f! P `Ld , -. , i S RS ..., .. .. a �... , ,: { x•- z 4, ,,. f ,.,. n : y; ,; . C �y�, - , ' :REFERRED` R 2 3 1 _ r` , > • • s SHEET ON WHICH JEFFE`RN STREETr� SECTION, I$ SHOWN , -T =r•• T . :' '. �� �- " DETAIL NUMBER ELEVATED TANK,- r` s ,• s 'N I , _ .. - r :r .. : �. ,, , •SHEET ON WHICH' r t DETAIL IS FIRST ` & 4 i a „ REFERRED 2 3 .: ,-� r } . ,. � �fkti ,. x i r :: �, -`., „i, v , „ :. � +v t � , � A �.'• ..,, 1. , ^ r T - PAN •Y OCATIOLN SHEET ON WHICH P, r D_r TAIL IS SHOWN 1 20Q,0 .. I , 4 r r - SECTI A 'DETAIL TAgL KEY'. J 1 " D 4 P I R I I C. E I E TA L ENGINEERS E,SI I� TI , .. , ` • h . , ,N E, PORT EWS , ' VIRGIN -IA , r n 1 ' , • „ N tt 0 0 0 O w J a U N co 0 i W z w a a i N 00 0 i 0 i Q U a 0 0 0 N 0 N w, 0 N _ .......... } I ' ....................................... APPROXIMATE FXISTING GROUND ELEVATION I 1 ... ................ Ld z Z w wi � m 2 900 w 3 0 W W wa ' w m 890 zw N `o o O r7 cD O M O M to U I � o c0ca www —; + .j �w w880 x iK j N ,d z N z z 0-35 0+00 1+00 GENERAL NOTES: 1. ELEVATIONS ARE REFERENCED TO NATIONAL GEODETIC DATUM. 2. SHOWN ON THE DRAWINGS ARE LIMITS OF PROPOSED 20 FOOT WIDE PERMANENT EASEMENT TO BE ACQUIRED BY THE CITY. CONTRACTOR SHALL CONFINE HIS CLEARING AND OTHER WORK OPERATIONS TO THE PROPOSED EASEMENT LIMITS SHOWN ON THE DRAWINGS. 3. THE TOPOGRAPHY SHOWN ON THE DRAWINGS WAS PRODUCED BY PHOTOGRAMMETRIC METHODS AND IS ACCURATE WITHIN THE TOLERANCES FOR 1" = 40, 2—FOOT INTERVAL PHOTOGRAMMETRIC MAPPING. CONTRACTOR SHALL PERFORM FIELD ENGINEERING AND 'F"ALTH p� NO. 8Y NO. 17843 Ijl IRN' z O 3 Q1nw 2+00 PROPOSED 12—INCH WATER MAIN I 0 O I O DOOC" a o 0)NC)) 0 to NQ N---j j -J w w r -a r w z 1- > F- w 3+00 ALTER THE VERTICAL ALIGNMENT AS NECESSARY TO PROVIDE MINIMUM EARTH COVER OF 3'-0" ABOVE THE TOP OF PIPE. 4. PROPOSED PIPING IS SHOWN AND STATIONED TO A HORIZONTAL SCALE. ACTUAL LAY LENGTH WILL BE LONGER. 5. REFER TO SHEET 8 FOR TYPICAL EROSION AND SEDIMENTATION CONTROL DETAILS. 6. ALL PROPOSED NEW PIPING SHALL BE DUCTILE IRON. 7 MAXIMUM JOINT DEFLECTION VERTICALLY OR HORIZONTALLY SHALL BE 3/4 OF PIPE MANUFACTURER'S MAXIMUM ALLOWABLE DEFLECTION. REVISIONS I I DATE REMARKS DES JGP DWN JWN CKD PLAN 940 910 A M 920 890 i. .. ......... . r— PROPOSED , 72—INCH WATER MAIN 0 v7 890 '860 0 ►.n (DQ It 0) LoQ NQo, � ` -0 `ham d`w `tom z Lo �w w > > > c~nw (nz v~im 880 inw V)z z 4+00 5+00 6+00 7+00 PROFILE SCALE: VERTICAL: 1" = 10' HORIZ.: 1" = 40' 8. PROVIDE PERMANENT AND TEMPORARY SEEDING, AS SHOWN ON SHEET 9, ON ALL DISTURBED AREAS, UNLESS OTHERWISE SHOWN. 9. RESTRAINED JOINT PIPE IS SHOWN AT EACH END OF THE FRUIT HILL ORCHARD MAIN, AND AT THE CONNECTIONS ON THE CAROLINA STREET MAIN FOR PRESSURE TESTING. 10. CONTRACTOR SHALL ADJUST PIPE DEFLECTION AT STA. 21+22 TO PROVIDE A STRAIGHT PIPE ALIGNMENT ACROSS THE OPEN FIELD AREA FROM STA. 21+22 TO STA. 36+56. CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS FRUIT HILL ORCHARD & y CAROLINE STREET WATER MAINS RESTRAINED s PIPE Do as`z � W H Fa- z cn m cn w o� W > st w J acc:� � ,r w o m0 Dod o(n0 DDT DOW p+OW—I ~ w z Q IQ-O> cn m cn Q to O:f z .... L ...... . - APPROXIMATE EXISTING GROUND ELEVATION v7 rnZ) ....... 00000 O0 Nm �hQ +Q + +of rnX rnw 0)z > W I IQ- z IQ- la- cn Lod (o ? cn m =lrll i— 3MINIMUM COVER (TYP.) N, s V r DO Q Do +Q 0) W (n W Z 10+00 FRUIT HILL ORCHARD WATER MAIN PLAN AND PROFILE STATION 0+00 TO STATION 11+00 SCALE AS NOTED 8 we � I f 900 w 890 0 z O + 20 ....................... . z 880 w � J w to 870 a Ln° Z 860 001 wFF-- z 850 11+00 COPYRIGHT © 1996 MALCOLM PIRNIE, INC DATE JANUARY 1996 SHEET 1 OF 9 CAD REF. NO. 0827PS1 O 0 rn rn 6 0 0 d� w J Q U V) N f/7 t\ N 00 O w z w rl r- N 00 O O 0 U 0 0 0 N 0 N » b N p F- w w w z z O Q w J W 89U I I - 870 O: OI + r 860 Z 0 Q 1w_hl RESTRAINED RESTRAINED I PIPE PIPE r i N N d+ Q� Qo I,--W 1- Z F- W F- z (n m V) W (n m fn W 880 ......._ ___ ..... _.. I , PROPOSED 12-INCH WATER MAIN I - 3' MINIMUM COVER (TYP.) - APPROXIMATE EXISTING .... �. GROUND ELEVATION 870 84 0 3' MINIMUM COVER (TYP.) 860 830 O O (O `�--,-� 820 II M O + co 840 Un a 810 Lo -cs to � _ __ _ . _.._ - - . _. (N _ _ _ _ 0 st ........ 1 ,...__._ _. m m W Q W 830 z 800 z 0 ........ O _ _ i .. _ . _ O + N tV ' CZJ 830 _ F= I i- 1 (n 820 i O O o' Z 810 00 00 DD = J J Jj U �— Q z ZI z 800 J F- w w w z z O Q w J W . 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PROFILE SCALE: VERTICAL: 1" = 10' HORIZ.: 1" = 40' $P► QF COPYRIGHT © 1996 •?y _T_ T REVISIONS CITY OF WINCHESTER, VIRGINIA FRUIT HILL ORCHARD WATER MAIN MALCOLM PIRNIE, INC. 0 f C NO. BY DATE REMARKS DES JGP HIGH ZONE WATER SYSTEM IMPROVEMENTS JANUARY 1996 P. A ®� PLAN AND PROFILE °A� .� ao.1i843! DwN JWN ' FRUIT HILL ORCHARD & IRN 1STATIONSHEET 2 OF 9 �131i��f 11+00 TO STATION 22+00 $-CKD �RGIT31CAROLINE STREET WATER MAINS SCALE AS NOTED CAD REF. N0. 0827PS2 J F- w w w z z O Q w J W . 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 PROFILE SCALE: VERTICAL: 1" = 10' HORIZ.: 1" = 40' $P► QF COPYRIGHT © 1996 •?y _T_ T REVISIONS CITY OF WINCHESTER, VIRGINIA FRUIT HILL ORCHARD WATER MAIN MALCOLM PIRNIE, INC. 0 f C NO. BY DATE REMARKS DES JGP HIGH ZONE WATER SYSTEM IMPROVEMENTS JANUARY 1996 P. A ®� PLAN AND PROFILE °A� .� ao.1i843! DwN JWN ' FRUIT HILL ORCHARD & IRN 1STATIONSHEET 2 OF 9 �131i��f 11+00 TO STATION 22+00 $-CKD �RGIT31CAROLINE STREET WATER MAINS SCALE AS NOTED CAD REF. N0. 0827PS2 co U? Q) 0 0 0 w J Q U () a N 00 0 w z J CL r� N 00 O O Q 0 0 N Ln 0 N Q w w w z 0 F <t W J W 810 790 f o' +1 (V Z f ................................................ .. ..................................................................................................................................................................................................................................................................................................................................................................................................... 1Q (n l......................_ _. ................................. .................. . Wf 0 0 0 Z ................ 1.00 ................................................ ............................. o Lo .......................... 00 = + 00 �W W N W Q > > z z F Nz 22+00 23+00 PLAN 850 1 /-- PROPOSED 112—INCH WATER M 11.1 . ........ _1 11 1. .__._.. _......_.--- ../: .. ......... .. .............. ..... .:............... ........ .............. ..... -.;.: _ .:: 830 w _.. ............. ... .......... ....._..... ......... ................... ............. ........... .............. ................................................................................................ .... w _. f O z z 1'7 0 .......................................... �z 8 0 2 > w I � I I � (© I W Q 0 0 Q Lo mod ..................... .............................................. 00 .................... ........ ....... ..........N...,...... Jo .............................................................................................................................. c00 ................................................. ...... . tDM +� +� +� +co 0 +00 N J W NJ N.J W W M_J W J W _l W �> F- <> �> > z �> z Vz V)z (n Nz 24+00 25+00 26+00 27+00 28+00 29+00 PROFILE SCALE: VERTICAL: 1" = 10' HORIZ.: 1" = 40' 30+00 31+00 32+00 33+00 810 1 .r1EALTH aF`' _ REVISIONS COPYRI ®� wzNc CITY OF WINCHESTER, ViRGINIA FRUIT HILL OR CH AR © WATER MAIN MALCO MIGHPIRNI'E96 INC. NO. BY ,�o rfi DATE RMAWS DES J G P is = �' `� HIGH ZONE WATER SYSTEM IMPROVEMENTS S P. N0 A ® PLAN AND PROFILE DATE JANUARY 1996 W; 17843 ; JWN FRUIT HILL ORCHARD & 3 9 STATION 22+00 TO STATION 33+00 SHEET OF CKD �I - GI1 CAROLINE0827PS3 STREET WATER MAINS SCALE AS NOTED CAD REF. No. ,. _,,. , . _, ,-... , -:.. ,a-. .:•, r . a .. ..,: ; . ,-. ,N _.,:. ,.. -. ; ;-e ... ,: is ,. :;; ::... ,.... :, ,'�: _ ,: --. i'*;. ,,, .� x .v � -... , ,. ,va.,>.. ..Y., �: ,a..... „-. „r.., • ,. "w Wax-. Ax.:-7. I..Y a rr ®^'3. _.,H°•:nr� , ,� ,s � „nab � r+`e .,,�;�. s� �_„ ., ,:�! &?s, <a s ,��e, �e�t3•,: �! «s � � s.. �. . ,, z,. ^ Rl ..or—mor1w 'TA ujN" �',?1, , 'i �F l 5, .. CMN Ko ' x ry• ,. �. _ �.4,.:. „;,�. 4 „ x,. DRAWING INDEX SHEET NO. TITLE 1 SITE PLAN AND DETAILS 2 CONCRETE TANK — PLAN, SECTIONS AND DETAILS 3 CONCRETE TANK - SECTIONS AND DETAILS 4 STEEL TANK — PLAN, SECTIONS AND DETAILS 5 GENERAL TANK — SECTIONS AND DETAILS 6 ELECTRICAL — SITE PLAN AND DETAILS OWNER /D.EVELOPER DEPARTMENT OF PUBLIC UTILITIES ROUSS CITY HALL 15 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22601 ATTN: JESSE W. MOFFETT DIRECTOR —PUBLIC UTILITIES (540) 667-1815 ENGINEER MALCOLM PIRNIE, INC. 11832 ROCK LANDING DRIVE NEWPORT NEWS, VIRGINIA 23606 ATTN: JAMES P. NOONAN, P.E. VICE—PRESIDENT (804) 873-8700 APPROVED:s r` ZONING /ADMINISTRATOR SITE ACCESS PLAN NOT TO SCALE MALCOLM PIRNIE].NC., ENVIR L� .SI" Stfnes ,r 9t , i GROUND. STORAGE TANK g�� �.-�u� ;" " GRIJN® STORAGE � •�.; _ � , , w r`t POINT ON •OLD: ' s r WIRE FENCE LINE �80 TA SITE �- . • - ,-'„ ,'' ; , � ` r, „ r- ,g;` /� �'-�: tr, , TA MAP 53-CA), PARCEL 1 r T,t " 't •3 TAX MAP 41-(A). ry 'TRACT 8' r r:>^ �. „_ PARCEL 170 a I _ , _ .. •, .:� - ,f pj:. - ... ... � �'S' .,_ 3 ,•-�: -�•. Y,>, , -�; , LINE "ALONG 0 ;� - t,,.. — C,.- F;• .»� ; •�.•�,,. � fe, . � 'h , ZONED: RALD ' I d F ,+ v ! _r c t- a., , yu. ,r•. qq� ✓ t a t ! ! ZONED. RA W r �_. , •..,r: .,,, fm,,' 5 S USE: WIRE FENCE a ,_r a ,sin r: ti dt 7 r ,, .,..,. • .,, . , ,-.. E . �,. :: r� ,• - o �-,"7r �'t USE: '2 218 'ti N 23 AGRI'CULTURAL w AGRICULTURAL - ` -LINE ALONG �y 8y, ,:. , ,, ,. , ' 9�°F :, , � `� , .. r . �, ,, , . J. a :�; is ; �'•, r, � :, „ -, [ 43 tn-"'tw,., .+.g.'-:. -. :z � ,� �`.t, . ,r -•� , �. z 4 , ,..,,: !, 1.r. . �' { ., .,.�_..'lei :--.� ;. ,� •�ti4f ?...i..s ' �',�,. - , ,., fi •„ _ .�'. ^ayATONE WALL ;7 oyaf,e u .° ' TAX MAP 53 r r d. ... a+. 5... , Ih ,, a '. ,�:: •M , f ,i'y.. ,.i.:. �* _" .•� `'v,•'.. i % 'UAW, , -A TRACT A , -i, 9 Og fi, F � r`!✓( -. �e _.. r .,, . -�.,-; ..,-� , ,.. •� .. err. ,�, ...,,,,, .t _�,, a• 921.78f ACRES -, j.,, /- ,�--';2k- �:a � .,. .>r . • , .' ; ,., -, { , ,,. ; r � �.� .e F {c »: •,'� k �� �v^ ��. �Na '� . �4 ZOPIED. RA EAST END oF:_.� _.r . - ..rf .. R...q - - .f r �• •"}'' r '` -:Y,a jet r� v' yf. K ,, ly`',., ,} - , FRUIT HILL ORCHARD' 'iNC, CORNER OF J, STONE WALL TQN ,,, , , �, ,. .. , . ,�..; .,, -� .., .., _� ,: .,. . r..a`�" , ��.. .., � �! r '. ,. •. �: —(A), x D.B. 296 P 302 Pg 305 PLAT o , .� • .Y , ,', y •-.. , r ra , a '�:' �., Oc TAX MAP 53 �. ,. ,`.. , • �'_"'` . ': `^ ,F: .,rl ,'rr• .I'``. 2 ,.!'. , kr,3R',,. 3,. g g� PARCEL 70 O.B. 197, Pg �594 PLAT D.B. 287 'P" 187 PLAT <v w ZONED: RA ' 8 9 ti • , �; � r ' k. ,�„. ..._.. � � � �,, �: , .. „,, ,. ... ,c _ ,.. GAINESBORO MAGISTERIAL I � ti' S D STRICT • r r� , ,.. .,_ .- .ra Y -�,_, : %,�� ,. •:r��tr, ,{r� �.,, ,.;�- r_ .,, fi , � +rl �. ,�:n c . USE. AGRICULTURAL � 'L °i F r.-... A .-,_.. ry.. ,:n _ p, „ #„ r. r' i J" r Is ,n�M. n• TAX — A, i s lac ) ti 3 MAP 53 '(A), PARCEL 88 r - , ... >"�.w „�'. .', 4` •� -� .. ., , ,.i�, ,7 �'�P t�,. ,` a � a i •��, J�'•:�til` 7�r,�:.:,� i °�_Y3: .e:• ,Tn 1 .:. ', ��: ,��' ZUNED:.RA , e ti 1 . ,;+ , :'c:, r , ., ,,: ., -, ,., ;., • ...^":. f � ;� r � 3': „' USE: AGRICULTURAL , ` _r,, , . .� �::r<. -. .c � !: ., ,. , rY r: -. v ! ,: �... t , . gr. • . , t ' y 4r . x +' r ,. � _ rt t � ,._,� ,/. ,r •7 '."'" } {,* , f 1f=;:A,r#E , n. •, :.e�.. ,°.o$ , /lam mi �.. a ,�� i' i'4t t�' / '4:^ . ��,* r .�{ �,.. rp ,. . � . ��, + �� „• • �'. � ,x' � , I �`'» ' , TAX 'MAP '53- A ' f , _ .,.-=a .t,..', >8' - r7 �=� fir• J `4F s _ .i `uPARCEL ,ZOPIED: R - s; ' {. • t�,, . '• _ ,-.. , ,-..line - ' _ ;: ,8 ,. � p°' .. �n ,. ...._.;� ,,a.. USE: AGRICULTURAL 561.0 ol • � �;-' >,, ` . r., ,� .... �;�. �: R. �p ,,,,; . + \ �, � .. ;fir:: ;� . ���� N ' 13*02'42•: E - 56.93° a i nj�a 8 , - s ' .,,,, :Y/ *`'�, '•'�7;n' -•t:,. .,fir.:. f'.;I .. ... . , Amy , r - " l E: ° ;,._ ri'T`a 'vj'yi 7° w 1- '�•,. Ce'R1.4+. ! r'�'' _ NOTE fi. 7 ° .. f..l". ,� •, 4 ••. i - c Aa .•':''. ,,,5 `.. r)�(� .'^'1�'•'1°� !..- - :� .. i, r �-.. , i, 7 � x-rvi '",a y� � �b � _ .. , „u�.Ck �', S , • , f ,„4r',: '. a. 5f� , , %Y,z: •:.. Q1'':,:. 'Yr ali' a '' 'MAP BASED ON ORIGINAL SURVEY PREPARED FOR .. �, r : r U .. , 4,. � �. ,; � :. <.. .-�•�;� ;� ; ?, . ,,: �,. �', , �? . ,. CITY OF WINCHESTER; VIR•G'INIA., $Y t<I;R'K, `I�UGHES � .,. ' €i �,{ f ,, � 4 1'' ,cps x {�C' r '4. ';�..,,. .•r- d • . .. .m , , ' " ` ' � •. - " r � - ^ " ASSOCIATES, DATED DE:CEMBER 20, 1995 s r I. < t y ' � 2. THE BEARINGS AND DISTANCES. SHOWN HEREON PARC EL PLAiN," ARE BASED ON PLATS OF RECORD AND ON FIELD SURVEYS PERFORMED BY' KIRK 'HUGHES SCALE. 1: — 1 OOO' "tap, ,, ,,��' �• . '- _ ,- . • . >' .._ a � � , :, ,>. , � .` �'`' ASSOCIATES. N0 ACTUAL BOUNDARY SURVEY82 . OF EITHER PARCEL 1 OR PARCEL 69 WAS . t�.G ,,:,F .: `. r, t;, x s r N `i2✓ ter:. <.N ::.: - -' 4 tro sY _ Y PERFORMED BY THIS SURVEYOR'. THIS PLAT _ I { DOES N•0,T REPRESENT A BOUNDARY SURVEY. 3 i M � w " d .4 r: t i '"; r. .. .�.� - ,.. 1 %"`Y°�.� •'. ; . •J2. � r '`�. � J� � � <r' - Spa ,: t7 4� , '! _ _ .. SECTI - ON' NUMBER '�. '< - #, • 'ti. A '';�. ,J='�'a"E'1 : ! ,. 4 �, _'d 1'r�i ?Y ,.:.,r E , 7•��� _ - . J FFERSON STREET *� SHEET ON .WHICH I w3 v b ,I „ { �F� � ., v #- { ,F, � � `�' SECTION IS FLRST 1 �: � ., PUMP STATIC! x-- f 5 � .,� ti q REFERRED , t-41 p ]0 F. r a•__, r� SHEET ON WHICH ^;, .-: ,. µ. ,� .,. , ...�. , ..,.. �., cQm:,.�-�•», .err¢' SECTION IS SHOWN ' w•• DETAIL NUMBER .. r r .,, a .;.: .�•S ':-. c... ',"..'.{ •.,} t_-`•�.-t4.41'"' irk"` o , .7.i, ., „+": �. ..1, .,: +.. •..: .ta ,, rf' I^'V'.,w,i •�:— y � ,r�� � - IIIIay • �� .,., ,... .� ,;�, �' � ,SHEET ON WHICH �„ i�, � 1 DETAIL IS `FIRST R •� „ r• - 49, REFERRED 2= 3 tt : �'� _ SHEET ON WHICH L®:SATIN PLAN �:, `•r ' @,-�..: " , ' ` F° #` , .• « r , , -:,. _ ... i ,� ` �,.(1"t(+•,` `. � � +4 dry" _ � �, . , � � _ - , DETAIL s �;: • 'IS HOWN , n . ._ SCALE. 1 — . 2000 L S , T :' i1 41 SEA L AN -EA D DT�hL E j� Fogagop 4 . , ER ON MENTAL ENGI EE SCIENTISTS,PLAN N- ..DO , 4 k. , N EVVP R.T NEVUS �/I-RGI N I`A ,w r , k , , • , r; .III r A• , H k 0 0 N 0 0 0) o) 0 O p N it fJ Q Q V) w o � i i C aQ o a V, rn po F, N N m C3 0 0 0 0r 'Ifa d Q o U U o b O 0 O h h M N N 0co 0 0 a co PS MAXIMUM CLEARING LIMITS �/ Y!. OSF 1 CLEARING NOTES: 1. CLEARING SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. CLEARING AND TREE REMOVAL WITHIN THE MAXIMUM CLEARING LIMITS SHOWN SHALL BE REQUIRED ONLY AS NECESSARY TO COMPLETE THE WORK AS SHOWN, 2. THE MAXIMUM CLEARING LIMITS ARE THE CHAINLINK FENCE LINE, THE SILT FENCE LINE AND THE MAXIMUM CLEARING LIMITS LINE. 3. PROVIDE CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON SITE ACCESS PLAN. PIPE NOTES: 1. ALL DUCTILE IRON (DI) PIPE SHALL HAVE RESTRAINED JOINTS. 2. TYPICAL MINIMUM COVER SHALL BE 3'-0'. 3. PIPE SHALL SLOPE UNIFORMLY BETWEEN ELEVATIONS GIVEN. 1 4. SEE TYPICAL PIPE TRENCH DETAIL 1 5 .1M�ES P. No. 178Q voi aiii 15' GRAVEL DRIVE SEE DETAIL ,r .: V w 24' - ,15' CLASS IV CUL PIPE •AND TWO FLARED E 45 BEND SECTIONS (VDOT ES-1) r. INV. EL. 937.8 -MAXIM GIBING LIMITS �12" DI W�*..,.MAINI FIRE HYDRANT/ BY OTHERS -- .- SITS PLAN-0�... SCALE: 1 20' REVISIONS INV_ EL. 937.6± CONN,�CT TO 12" DI WATER MAIN INSTALLED BY OTHERS. COORDINI NTH PIPELINE CONTRACTOR \ WATER MAIN BY OTHERS 14.E � Sf 48,2 � f s, f f I fi i F LEGEND: E m..-w.. - EXISTING CONTOURS i o ,� �4•�:. � EXISTING SPOT ELEVATIONS EXISTING TREE EXISTING TREE LINE 13-1 BORING LOCATION - X - CHAINLINK FENCE -- +�-- DITCH LINE GRAVEL DRIVE - MAXIMUM CLEARING LIMITS RIP RAP - 21 SLOPE LINE X 942.0 SPOT ELEVATION EROSION AND SEDIMENT CONTROL NOTES AND SEQUENCING TS TEMPORARY SEEDING: ORIGINAL GROUND MATERIALS: (WINTER) QUANTITY (LBS/ACRE) ELEVATION WINTER RYE 50 ANNUAL RYE 50 LIME 2000 FERTILIZER (10-20-10) 600 MULCH (GRAIN STRAW') 3000 MATERIALS: (SPRING. QUANTITY (LBS/ACRE) ANNUAL RYE 100 LIME 2000 FERTILIZER (10-20-10) 600 MULCH (GRAIN STRAW') 3000 MATERIALS: (,SUMMER) QUANTITY (LBSZACRE) GERMAN MILLET 50 LIME 2000 FERTILIZER (10-20-10) 600 MULCH (GRAIN STRAW) 3000 INSTALLATION: APPLY LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. APPLY SEED, AND MULCH IMMEDIATELY AS PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ON SLOPES GREATER THAN 3H:1 V, PROVIDE JUTE NET OR OTHER MEANS TO ANCHOR MULCH. SEEDING NOTES: 1. TEMPORARY WINTER SEEDING OCCURS FROM SEPT. 1 - FEB. 15. 2. TEMPORARY SPRING SEEDING OCCURS FROM FEB. 16 - APRIL 30. 3. TEMPORARY SUMMER SEEDING OCCURS FROM MAY 1 - AUG. 31. PS PERMANENT SEEDING FOR APPALACHIAN/MOUNTAIN AREA LOW -MAINTENANCE SLOPE (3:1 OR LESS,) TOTAL(LBS/ACRE) - KENTUCKY 31 FESCUE 128 - RED TOP GRASS 2 SEASONAL NURSE CROP** 20 - CROWNVETCH*** 20 - `_►MF 4,000 FERTILIZER (10-20-10) 1,000 - MULCH (GRAIN STRAW)_ 4,000 INSTALLATION: APPLY LIME AND FERTILIZER INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. APPLY SEED, AND MULCH IMMEDIATELY AS PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ON SLOPES GREATER THAN 3H:1 V, PROVIDE JUTE NET OR OTHER MEANS TO ANCHOR MULCH. ** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: i MARCH, APRIL THROUGH MAY 15TH _ _ _ _ ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER - _ - - _ _ - - ANNUAL RYE NOVEMBER THROUGH FEBRUARY - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WINTER RYE *** IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS: AND 10-20 LBS./,ACRE IN MIXES. SEDIMENT CONTROL NOTES 1. CONSTRUCT AND (MAINTAIN ALL LAND CLEARING, GRADING, EROSION AND SEDIMENT CONTROLS AND RELATED ACTIVITIES IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK PRACTICE STANDARDS AND SPECIFICATIONS. 2. SEDIMENT TRAP CONSTRUCTION AND MAINTENANCE: A. OVERFILL EMBANKMENTS BY 6" OR MORE FOR SETTLEMENT. B. DIVERT CULVERTS AND DRAINAGE SWALES TO TRAPS WHEN PRACTICABLE. PROVIDE POSITIVE DRAINAGE ALONG TEMPORARY DIVERSIONS TO TRAPS. C. INSPECT TRAPS PERIODICALLY AND AFTER EVERY ERODIBLE RAINFALL. D. MUCK OUT AND RESTORE TRAPS TO ORIGINAL CONDITION WHEN ACCUMULATED SEDIMENT REACHES CLEANOUT ELEVATION. E. UPON CONSTRUCTION COMPLETION, MUCK OUT TRAPS AND REGR:ADE AREA TO DESIGN ELEVATIONS. STABILIZE ANY REMAINING DISTURBED AREAS. 3. TEMPORARY DIVERSIONS AND SILT FENCES WILL BE INSPECTED PERIODICALLY AND AFTER EACH ERODIBLE RAINFALL. SEDIMENT WILL BE REMOVED FROM THE FLOW AREA AND REPAIRS MADE AS REQUIRED. 4. A PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WILL BE PROVIDED WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER, AFTER COMPLETION OF ANY PHASE OF CONSTRUCTION. 5. A TEMPORARY GROUND COVER SUFFICIENT TO RESTRAIN EROSION WILL BE PROVIDED WITHIN 30 WORKING DAYS UPON INTERRUPTION OF CONSTRUCTION ACTIVITIES IN AN AREA WHERE THE ACTIVITIES WILL NOT BE RESUMED WITHIN THAT 30 DAY PERIOD. SEQUENCE OF CONSTRUCTION 1. INSTALL STABILIZED CONSTRUCTION ROAD ENTRANCES, IF REQUIRED. W 2" DRY STORAGE WET STORAGE FLOW 2 1� COARSE AGGREGATE* - GEOTEXTILE CLASS I RIP RAP COMPACTED /%r►IP"P1 A I r11 1 u u u u u u u u u COARSE -__ /AGGREGATE* I / / _ _G_EOTEXTILECLASS / f RIP RAP -EXCAVATED AREA NOTE: * - COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5. CROSS SECTION OF OUTLET s OUTLET (PERSPECTIVE VIEW) SEDIMENT TRAP SCHEDULE SEDIMENT TRAP DETAIL TRAP ST-1 DRAINAGE AREA 0.5 WET STORAGE 33 REQ'D (CY) DRY STORAGE 33 REQ'D (CY) WET STORAGE 918 POOL ELEVATION MAXIMUM SILT BUILD-UP 917 (CLEANOUT) ELEVATION H 2' W i ?' L 3' 6'-0" MAX (TYP.) I � I I I I i COMPACTED I I FILL I I I I SEDIMENT �p I LADEN RUNOFF �W SOIL STABILIZATION MATTING (TYP.) MINIMUM TAILWATER OUTLET PROTECTION SCHEDULE OUTLET OP-1 OP-2 FLOW (CFS 1.3 4.0 D 15" 2'-0" L 8'-0" 12'-0" 2. CONSTRUCT SEDIMENT TRAPS. 3. CONSTRUCT REMAINING SEDIMENT CONTROL DEVICES PRIOR TO THE START OF GRADING. 4. DIVERT CULVERTS AND DRAINAGE SWALES TO TRAPS WHEN PRACTICABLE. CONSTRUCT CULVERT EROSION STONE OUTFALLS IMMEDIATELY FOR THOSE STRUCTURES NOT OUTFALLING IN 0 SEDIMENT TRAPS. 5. MAINTAIN SEDIMENT CONTROL FEATURES CONCURRENTLY WITH CONSTRUCTION OPERATIONS. 6. AFTER COMPLETION OF GRADING FOR ANY AREA, PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER, El NA SI E PLAN 7. THE EXISTING DRAINAGE FEATURES SHALL BE CLEANED OUT AND �• RESTORED TO ORIGINAL CONDITIONS UPON COMPLETION OF pA-� Z z b , CONSTRUCTION ACTIVITIES. CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS GROUND STORAGE TANK � a IVA 12 X-X-X SF SILT FENCE -Illy i1,=I I " �=III=11 ��"- COMPACTED 02 II li- SOIL .-' g i - FLOW 4'-6" MIN. DOD TEMPORARY DIVERSION DIKE r- EXTRA -STRENGTH FILTER FABRIC WOODEN STAKE L8" MIN. EMBEDMENT A (TYP.) I I I X I � < I (oo I cV I I .. re � I 4" MINIMUM EMBEDDED FILTER FABRIC LENGTH = 12" B/M SCC RR SECTION D = PIPE DIAMETER OR BOTTOM DITCH WIDTH + LINE RIP RAP PERIMETER W/GEOTEXTILE. KEY IN 9" (MIN.) ;(STING GRADE Al RIP RAP VDOT Cl Al RIP RAP OUTFALL / INV. EL. �k op PROFILE OUTLET PROTECTION SITE PLAN AND DETAILS NOT TO SCALE U.O.N. DATE 0 (V COPYRIGHT © 1996 MALCOLM PIRNIE, INC. JANUARY 1996 SHEET 1 OF 6 CAD REF. NO. 0827G1 .o N 0 0 c: Lfi 0 w J .Q U u, 0 0 CD i W Q N oa 0 of n .Q U Q 0 O O co 00 N� O z ft�l Q i WALL SLEEVE W/ 2'-0" 4'-0" MECHANICAL WALL SEAL (TYP.) -- 12» -- 4'-0" X 4'-0" ACCESS HATCH ABOVE SUMP -� CONCRETE PIPE SUPPORT-- � /I I I / \ I / \ I / \I - - - -6" MIN. `° i 1 1 /2" PVC DRAIN 4 CU. FT. CRUSHED STONE - \ z 0 0l PRECAST 12" DI WATER MAIN CONCRETE MANHOLE 2 5 5 VALVE VAULT 1 DETAIL 5 SCALE: 3/8" V-0" ACCESS HATCH z N EL. 943.5 . c.°Io 12" CHECK 10" 12" FLANGED MIN.* COUPI-ING VALVE - ADAPTER 1 EL. 938.5 z 6" MIN. * N EL. 936.0 I N z* — J c— o. 12" =^o r?000^o00 090�0 0�0-Goo DLO 0 0.0 'OL o.o 0 0 0.0. o.� OMPACTED 12" X 12" X 6" SUMP CONCRETE CRUSHED CONCRETE FILL STONE PIPE SUPPORT' SECTION 1 5 5 SCALE: .3i8" 1'-0" SLOPE CONCRETE SURFACE UP TO 3:1 MAXIMUM TO MATCH EXISTING GRADE - � r v ES P / No I7W 4*0 �tlolVwi sr�v� 2'-0" SQUARE CONCRETE VALVE BOX COVER #4 (TYP.) COMPACTED 11 11,EACH FACE GENERAL BACKFILL VALVE BOX NOTE: LOCATE AT EACH BURIED VALVE TYPICAL VALVE BOX 1 DETAIL 2 5 NO. I BY I DATE REVISIONS 6" MIN. MIN. 1/4" NEOPRENE PAD ON ALL PIPE SUPPORTS- 2" CL. (TYP.) f-MOUND BACKFILL TO / Ali nW FnR TRFN( H MAX. IKLNUN WIU IM (OUTSIDE PAVED AREAS) TYPICAL PIPE TRENCH 2 DETAIL 5 MIN. 12" DIA. CULVERT AT EXIST. DRAINAGE WAYGRADE - VDOT NO. 1 COURSE AGGREGATE — -- GEOTEXTILE FILTER FABRIC--,--" r-'"'ISH GRADE .LECT SAND BACKFILL 4YMENT LIMITS FOR )DITIONAL EXCAVATION QUIRED FOR UNSUITABLE ATERIAL. REPLACE WITH _LECT SAND BACKFILL ND STABLE i BOTTOM i4 WIDTH SHOWN ON PLAN 8" VDOT 21 A SLOPE 2% TYP. EXISTING ................. .....I ................... �....... GRADE —1i1I-HT -1-1 1- COMPACTED SUBGRADE 10' RADIUS TYP GRAVEL DRIVE DETAIL , 3 5 �- 2--0" (TYP.) CE TEMPORARY STONE CONSTRUCTION ENTRANCE DETAIL NOTE: TEMPORARY STONE CONSTRUCTION ENTRANCE DETAIL IS EXCERPTED FROM 3.02-1 OF VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK. 0 PIPE AND SUPPORT 6" YP. _ PIPE DIA. SEE PLAN PIPE OD SEE PLAN 120', -- 3- #5 EACH END I I #5 TIES AT 12" i (MIN. 2) I I I I I I I I I I EL. SEE PLAN #5 AT 12" EF I L= PIPE OD +12" I I I 1 I MIN'. NOTE: SUPPORT TO BE 12" THICK UNLESS OTHERWISE NOTED. TYPICAL PIPE SUPPORT DETAIL REMARKS J G P DES _ DWN JWN CKD 10'-0" 10'-0" TYPICAL CHAINLINK LINE POST DETAIL 8" DI TEE W/BLIND FLANGE 8" DI FLG X FLG 90' BEND FLANGE 5-0" 5'-0" TO WALL W/INSECT i A SCREEN 2' -6" VDOT VALVE BOX CL. Al RIP RAP OPERATING NUT & o OVER GEOTEXTILE EXTENSION STEM SEE DETAIL 1 EL. 939.5 WELDED WIRE 8 MJ GATE VALVE REINFORCEMENT ( EL. 938.5 4'-0" X 4'-0" X 6" SPLASH 4- BLOCK OVER RIP RAP RESTRAINED GLAND (TYP.) `-8"DIMJTEE W/PLU G 8" DI DRAIN LINE OUTLET DETAIL , 5 CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS GROUND STORAGE TANK TOP RAI CHAIN L LINE OR TIE BAN BRACE TRUSS TENSION VARIES TYPICAL CHAINLINK END POST DETAIL 3 DETAIL 5 E POST IN LINK FABRIC ETCHER BARS ETCHER BANDS CES SS ROD NOTE: FENCE TO BE INSTALLED MIN. 12" INSIDE THE PROPERTY LINE. TYPICAL DOUBLE GATE 4 DETAIL 1 5 ^""GWALL ,..,......� . E ENCASEMENT TO BE REINFORCED PER DESIGN. PROVIDE 12" MIN. OF CONCRETE AROUND PIPE PIPE ENCASEMENT AT RINGWALL GENERAL TANK PLANS, SECTIONS AND DETAILS NOT TO SCALE 6 ® 12" E.W. MIN. 2 NCRETE ENCASEMENT COPYRIGHT © 1996 MALCOLM PIRNIE, INC. DATE JANUARY 1996 SHEET 5 OF 6 CAD REF. NO. 0827G5 m �o O i; m L6 O 0 0 N W J Q U V) c� h N 00 O 1-1 O Q U) i h h N 00 0 O a' a Q O 0 h M N 00 0 0 00 L0 g or NM W. GRffm 8 / SITE PLAN SCALE: 1 " = 20' �- TELEPHONE TERMINAL BOX. TO POLE LIGHT c - - - - - - J ! L - - - - TO GROUND ROD L - - - - - - Y TO POWER CO. METER LAYOUT OF EQUIPMENT MOUNTED ON TANK NOTE: CATHODIC PROTECTION REQUIRED ONLY FOR STEEL TANK OPTION. REVISIONS POLE LIGHT 100 20 INCOMING SERVICE 120/24OV, 1 PHASE, 3W LIGHTING PANEL LP C-1 6) 100 60 I 0 100 100 100 100 100 100 I 15 20 20 15 20 75— I I I ELECTRICAL SYMBOLS EXPOSED CONDUIT - - -- - - UNDERGROUND OR CONCEALED CONDUIT - - - G — - - GROUNDING CONDUCTOR Q GROUND ROD lK CIRCUIT BREAKER 100A FRAME 40A TRIP 40 ' C-2 I B C-3 i\--- C-4 I B C-5 I\--- C-6 do POLE LIGHT DUPLEX RECEPTACLE LEVEL TRANSMITTER CATHODIC PROTECTION CONTROLLER TEL ENCLOSURE TELEPHONE TERMINAL BOX ELECTRICAL ONE LINE N0. CKT a Q DESCRIPTION OF LOAD LOAD KVA KVA PER PHASE LOAD KVA DESCRIPTION OF LOAD IZ CKT NO. A B 1 15 POLE LIGHT 0.3 0.5 0.2 RECEPTACLE 20 1 2 3 15 LEVEL TRANSMITTER 0.3 1.8 1.5 CATHODIC PROTECTION RECTIFIER UNIT 20 4 5 15 TELEMETRY 0.4 0.4 / - SPARE 15 6 7 20 SPARE - - - SPARE 15 8 9 - SPACE - - - SPACE - 10 11 - SPACE - - - SPACE - 12 LIGHTING PANEL 120/240 1PH SERVICE ENTRANCE RATED TOTAL KVA 0.9 1.8 60 AMP MAIN BREAKER 12 CIRCUIT GRAND CONNECTED TOTAL KVA 2.7 CONDUIT CABLE FROM VIA TO PURPOSE REMARKS N0, SIZE IN QTY SIZE C-1 1 1/2 3 4 POWER CO. METER 7 PANEL LP INCOMING SERVICE CONFIRM SIZES WITH POWER CO. I 1 8 1 GROUND C-2 1 3 12 PANEL LP POLE LIGHT POWER AND GROUND C-3 3/4 3 12 PANEL LP DUPLEX RECEPTACLE POWER AND GROUND C-4 3/4 3 12 PANEL LP LEVEL TRANSMITTER POWER AND GROUND C-5 3/4 3 12 PANEL LP CATHODIC PROTECTION CONTROLLER POWER AND GROUND C-6 3/4 3 12 PANEL LP TELEMETRY ENCLOSURE POWER AND GROUND C-7 3/4 2 18 TELEPHONE TERM. BOX TELEMETRY ENCLOSURE SIGNAL C-8 1 3/4 1 18TPS LEVEL TRANSMITTER TELEMETRY ENCLOSURE SIGNAL TANK LEVEL C-101 3/4 3 12 PLC ENCLOSURE TELEMETRY ENCLOSURE POWER AND GROUND TIE INTO PLC POWER CIRCUIT C-102 3/4 2 18 PLC ENCLOSURE TELEMETRY ENCLOSURE SIGNAL LOSS OF SIGNAL C-103 3/4 1 18TPS PLC ENCLOSURE TELEMETRY ENCLOSURE SIGNAL TANK LEVEL C-104 3/4 2 1 18 1 TELEPHONE TERM. BOX TELEMETRY ENCLOSURE SIGNAL CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS GROUND STORAGE TANK X F RANIS11 ORM R „w_ PANEL ._. C-101, C-1 AND C-103 JEFFERSON STREET PUMP STATION GENERATOR BUILDING PLAN SCALE: 3/8" = 1'-0" ELECTRICAL SITE PLAN AND DETAILS NOT TO SCALE U.O.N. NEW TELEMETRY ENCLOSURE -104 IEW TELEPHONE ERMINAL BOX (ALL OTHER EQUIPMENT IS EXISTING) DATE COPYRIGHT © 1996 MALCOLM PIRNIE, INC. JANUARY 1996 SHEET 6 OF 6 CAD REF. NO. 0827G6 tf� 0 O Lo N O J Q U to ry O U _Z W Z J W a N L O O d i� Q U Q / O O O CIA W. O fK) L) OWNER/DEVELOPER DEPARTMENT OF PUBLIC UTILITIES ROUSS CITY HALL 15 NORTH CAMERON STREET WINCHESTER, VIRGINIA 22601 ATTN: ' JESSE W. MOFFETT DIRECTOR -PUBLIC UTILITIES (540) 667-1815 ENGINEER MALCOLM PIRNIE, INC. 11832 ROCK LANDING DRIVE NEWPORT NEWS, VIRGINIA 23606 ATTN: JAMES P. NOONAN, P.E. VICE-PRESIDENT (804) 873-8700 ��tipLTN Op blo. 17843 o, A� f +T/�wAt U r > r.fh i + �T IN Ada �J' -✓-• , / _aH� /1 r f y ':AAt z i v a y +(,' 41,FRUIT HILL ORCHARD , WATER MAIN 6y: , + v,N AV , ti� � .--/�___ � ` ,.�d1-„ !� s� .t , :•yam..%$ ' i 7P*Shneep��'s�, •f� ' %i. " �`� � � ' �V� � �� 4l� ' • 4 f'in -ice '^. 3�p n •J b 1 a �. '`+., a� �'k '-� 11 f• r y,.��. �� � �l .r''v' �R� r �' i�z* 1� '-'i ;.P�""'���`,, r s • � ,� �. �� �ft'�t 7/ ��. �e �.. °a` ,,.�.' f/ .->lLf�/ *' ^k 5 � ,,o� . 7 � '>l r� r" �rnl:•uf . " q;° v.�; � �'�� /� r/ ri 1��, � Y8idd N, 4 r ;�.� �. _,.",�_�� s, �- � ,• � � .�R � : 2r�1 � tiR ti 1 /, �. �b.��.�y ,�c�'ii � � � �J �� �4 4 :��� � dj -' qd? . -. „� 1,� r.!/:y(;o - t= ."� �` ,, y, S �' f ,J t ,'t ` }1 ��'t�r �y y, , ��.•�. , t ;i,.. pe �1S^� •a.•�fLf / 1+ b�,,, �.:. ` !+_C, " y':H t•�'r n \\,��,n �9J h� ,,..,. ,� YS ;t ;fr �'"'t ✓'N� '3 aP, r y1. (�{M r �� 1 x } y� ��..frl 1 }. �� .�,. • A�i�`. �,t' Y' •� 1 �+•`ti.�� 1, bl T { ,� 1., - Ufa a r?. • z t�� 93'~"I �1s•� U ., { r� Y� f �� ;`,�" a, •ram. ° ,�� T t, ,T�' '' ; r r . ti " -' rl ✓ • , � :' J ' tt�V.c, s` • sl � d ��i . Y �'� ��y- y � c. J K T a��,i � � ' _ �� tJ CAROLINE STREET = e :�r 7.7 ti �. i J � J ��� , WATER MAIN yii soh ° e i Cif.-. ..Y-."..t.^.,_ ': -5.,,. � , • fT ''£ £ M^ N r�� 4a r, JEFFERSON STREET ELEVATED TANK ' fi • ff @y er y d J, ✓ �� - �j t f , \ Y Q H n High r< 4 , a • C LOCAT[QN, PLAN P s. SCALE: A -_ 2600' MALCOLM PIRNIE INC., ENVIRONMENTAL 'ENGINEERS, SC-IlE_NT-ISTS &-- PLA,N-1N'ERS N 0 rn co r7 0 0 w J d U in a N co i w z w a a M N 00 O 0 d U d 0 0 0 N N 0 N 0 N wo 930 RESTRAINED PIPE s i s , -APPROXIMATE EXISTING GROUND ELEVATION I PROPOSEDI 12-INCH WATER MAIN \ 3MINIMUM 1880 C VER (TYP.) 910 -1 W Z F- z w z J Z a W N m_ O..._................ . W � �w > d J a �cy � ... W .........r �m.0_.._........ N i of00 W 000 W 000 _1 <W Z � w �� �0 Fa- (n m N a (n cr Z 3' MINIMUM COVER (TYP.) 19 1 1 �._ ...... ..... .............. i .. 870 d U? ,n� Z 860 N00 dam - < 000 00 00 O2 a 000 _ 0)X 0)W Wz M� W W� Z F- ao dz ace ao �: z a z 850 V)w ((0z v~im (nw w w w Z z O W J W 0-35 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 GENERAL NOTES: PROFILE SCALE: VERTICAL: 1" = 10' 1. ELEVATIONS ARE REFERENCED TO NATIONAL GEODETIC DATUM. ALTER THE VERTICAL ALIGNMENT AS NECESSARY TO PROVIDE MINIMUM HORIZ.: 1" = 40' EARTH COVER OF 3'-0" ABOVE THE TOP OF PIPE. 2. SHOWN ON THE DRAWINGS ARE LIMITS OF PROPOSED 20 FOOT 8, PROVIDE PERMANENT AND TEMPORARY SEEDING, AS SHOWN ON WIDE PERMANENT EASEMENT TO BE ACQUIRED BY THE CITY. 4. PROPOSED PIPING IS SHOWN AND STATIONED TO A HORIZONTAL SCALE. SHEET 9, ON ALL DISTURBED AREAS, UNLESS OTHERWISE SHOWN. CONTRACTOR SHALL CONFINE HIS CLEARING AND OTHER WORK ACTUAL LAY LENGTH WILL BE LONGER. OPERATIONS TO THE PROPOSED EASEMENT LIMITS SHOWN ON THE 9. RESTRAINED JOINT PIPE IS SHOWN AT EACH END OF THE FRUIT DRAWINGS. 5. REFER TO SHEET 8 FOR TYPICAL EROSION AND SEDIMENTATION CONTROL DETAILS. HILL ORCHARD MAIN, AND AT THE CONNECTIONS ON THE CAROLINA 3. THE TOPOGRAPHY SHOWN ON THE DRAWINGS WAS PRODUCED BY 6. ALL PROPOSED NEW PIPING SHALL BE DUCTILE IRON. STREET MAIN FOR PRESSURE TESTING. PHOTOGRAMMETRIC METHODS AND IS ACCURATE WITHIN THE 10. CONTRACTOR SHALL ADJUST PIPE DEFLECTION AT STA. 21+22 TO PROVIDE A TOLERANCES FOR 1" = 4.0', 2—FOOT INTERVAL. PHOTOGRAMMETRIC 7 MAXIMUM JOINT DEFLECTION VERTICALLY OR HORIZONTALLY SHALL BE 3/4 OF STRAIGHT PIPE ALIGNMENT ACROSS THE OPEN FIELD AREA FROM STA. 21+22 t MAPPING. CONTRACTOR SHALL PERFORM FIELD ENGINEERING AND PIPE MANUFACTURER'S MAXIMUM ALLOWABLE DEFLECTION. TO STA. 36+56. •11I XLTH j) REVISIONS COPYRIGHT © 1996 NO. BY oA,— --fUMMKS JGP �� �INc�' CITY OF WINCHESTER, VIRGINIA FRUIT HILL ORCHARD WATER MAIN MALCOLM PIRNIE, INC. i DES HIGH ZONE WATER SYSTEM IMPROVEMENTS DATE JANUARY 1996 A ® PLAN AND PROFILE blo. 17843 j � °�, JWN FRUIT HILL ORCHARD & 3� IPNSTATION 0+00 TO STATION 11 �— 00 SHEET 1 OF 9 ,�adNAL D �I GI�� CAROLINE STREET WATER MAINS SCALE AS NOTED CAD REF. NO. 0827PS1 a 0 0 rn rn eO O 0 w J Q U N N U) d n N co 0 w Z w a a r r` r� N OD 0 0 ty 0 Q U i 0 0 0 N Lo 0 N 0 N O rn RESTRAINED RESTRAINED 1 PIPE PIPE 1 PIPE PIPE 890 1 + N + d' + �t + �390 8fiu _ . PROPOSED i I12-INCH WATER MAIN ace do dc� Qo N m in w (ni m V) w 880 PROPOSEl) 12—INCH WATER MAIN I 880 " ES P. NOOKM Mo. 17843 II3►��Gf. b$o�tAi✓ APPROXIMATE EXISTING GROUND ELEVATION 870 840 I � 1 I ' I 1 1 APPROXIMATE EXISTING GROUND ELEVATION , 1 3' MINIMUM COVER (TYP.) 1 850 1 840 1 3' MINIMUM � N COVER (TYP.) 860 830 Z 830 �0 O + (D 820 II ............ ._.... . _._.. ...... ,_ .._ __ ..._. _. _ . _..... .___.. _..._ _ . _ .... ........ . ...... . . ._._._ _....... __.. _ .__ . __.... _ . _ ..__ ......._.. .. .._.... _ _ .. .........._ .... __. ___ . - __.___ . . __.... .. _...-_... .-._......_.......__ w o � N O + r- cD CN N 840 u) • ¢ 810 In U) ... O O _ __.., _ __.._ . _ ...__ _.._ . _ _.... _ ..... .. .......... _ . ____....___..... _ ...........__ . _- _ ___ _.... _--- . _..._ .._ _._..._. _._.. __ . .__.._ .._..., _._. ...... _. _..... _.. M . _ ......__ ¢ Z Lo � (n04 �} m DO a0 a0 00 00 a0 J W' J W Q W i Li W ILLY z z z z > > 830 w $QO Z Z 11+00 12+00 13+00 14+00 REVISIONS � NO. � BY DATE —�� REMARKS y DES JGP r A DWN JWN CKD Alh 15+00 16+00 17+00 PROFILE SCALE: VERTICAL: 1" = 10' HORIZ.: 1" = 40' 18+00 o WI cy�, CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS FRUIT HILL ORCHARD & GI CAROLINE STREET WATER MAINS 19+00 20+00 21+00 22+00 FRUIT HILL ORCHARD WATER MAIN PLAN AND PROFILE STATION 11+00 TO STATION 22+00 SCALE AS NOTED 820 1 r-um COPYRIGHT Q 1996 MALCOLM PIRNIE, INC. DATE JANUARY 1996 SHEET 2 OF 9 CAD REF. NO. 0827PS2 PLAN 0) m d 0 V) It U) ci- r\ N 00 0 1-1 LLJ z -i LLI n CL 0 0 Lr) rn W Li L- z z 0 F- W -i Lij w� Ii xLTH op-7 A 3' MINIMUM COVER (TYP.) 0 0 z ........................ .................................... ..................... ..... ......................... ................... .. .. ........... .............. ................... ......................................................... z10 0 ............ ...... .................. ....... ................................. 00 +to OD -J n_j Ld LLI > F- (/) Z PLAN PROPOSED 12-INCH WATER MAIN RE TRAINED PIPE HOSPITAL . ROAD, APPROXIMATE i EXISTING GROUND ELEV� TIION I BURIED $LECTRIC RTE. 37 NRL NUMBER SIZE AND 0 ol .............................................. . ! oln in 04 Cc) re) _j owo w >;I QJ-; zi In ±'= z 0 cq ... ............ . .. .... ...... .. .. .. . ... ... ............... ......................... ......................... 0 . Lr) Z 00 00 w+ V) -r 33+00 34+00 35+00 36+00 il- - + s P. 4 4p Jw Wo. 17 IRNIV" PROFILE SCALE: VERTICAL: 1" = 10' HORIZ.: 1 = 40' REVISIONS I NO. I BY I WE I REMARKS I DES JQP DWN JWN - CKD 37+00 38+00 39+00 0 uj 820 �UL i z z z 0 ci Li F- 810 z > z z w w Ill m z z t-: N F= < Ir Of Li ui ui 0 > > > uJ W Lu 800 ...................... .............. w w uj z w z Z a- -H 0 < 790 6 U') (0 > CO -C-4 n — Lo 0) cr) + 00 + CIO + '00 + + 0) 0) 0) 0) x to -j -j In -j n < n uj po uj r) , 0 . 04 U) F- U) U) En, U) C14 l'- z z z 3: 780 CITY OF WINCHESTER, VIRGINIA HIGH ZONE WATER SYSTEM IMPROVEMENTS FRUIT HILL ORCHARD & GI CAROLINE STREET WATER MAINS 12" TAPPING SLEEVE 12" MAIN CONNECTION DETAIL NOT TO SCALE is FRUIT HILL ORCHARD WATER MAIN PLAN AND PROFILE STATION 33+00 TO END SCALE AS NOTED COPYRIGHT @ 1996 MALCOLM PIRNIE, INC. DATE JANUARY 1996 _ SHEET 4 OF 9 CAD REF. NO. 0827PS4