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HomeMy WebLinkAbout19-01 Frederick Co. Sanitation Authority (improvements to Northern Water Treatment Plant) - Stonewall - BackfileGENERAL CONSTRUCTION NOTES. 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT VV AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED 1MFKUVt:Mt:N I b FU W wu A FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS 'OF THE FREDERICK COUNTY SANITATIONCK- COUN AUTHORITY AND THE CONTRACT DOCUMENTS. FREDE'R-1 2 'THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE 19 C1 SITE PLAN 20 C2 SITE PLAN 21 C3 LAYOUT AND GRADING PLAN HOURS PRIOR TO CONSTRUCTION. CALL MISS _UTILITY 1-800-257-7777. 22 C4 BACKWASH BASIN PLAN 23 C5 BACKWASH BASIN DETAILS AND NOTES 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ' ALL CONSTRUCTION STONEWALL"MAGISTERI.A.L DI.STRICT STAKEOUT ALL DIMENSIONS ELEVATIONS AND LOCATIONS SHALL BE 24 C6 MISCELLANEOUS DETAILS AND NOTES TY'- S-AN-:1TAT,10 UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN, THE CONTRACTOR SHALL EXERCISE CARE IN . THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S FRE,DERICK'COUNTY.VI�RG RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL „COMPANIES 72 1` 11 COVER, SHEEP N:AUTHO-RITY 2 T2 KEY PLAN 18 W17 ROUTE 11 BOOSTER PUMP STATION BUILDING DETAILS 1NIA VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE 25 C7 MISCELLANEOUS DETAILS AND NOTES WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS. 26 C8 MISCELLANEOUS DETAILS AND NOTES 4. ANY UNUSUAL OBSURFACE CONDITIONS ENCOUNTERED DURING THE PROJE'CT FOUMTEEN 26-A CS -A CHANNEL PROFILES COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER. 45 E1 OPERATIONS BUILDING - LIGHTING PLAN 5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA.N-ORTHERN WATER TREATMENT PLANT 46 E2 OPERATIONS BUILDING - POWERPLAN ANY WORK PERFORMED OFF SITE IS 'THE CONTRACTOR'S RESPONSIBILITY. v 47 E3 PUMP BUILDING ELECTRICAL PLANS 6. CONTRACTOR TO. OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS 48 E4 CHLORINE BUILDING AND BOOSTER BUILDING ELECTRICAL - PLANS WORK. COUNTY SITE P-LAN REVIEW ONLY 49 E5 ELECTRICAL SITE PLAN7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES ANDFO�R*50 E6 ELECTRICAL SCHEDULES AND NOTES METHODS TO BE IN ACCORDANCE„ WITH THE VIRGINIA EROSION CONTROL 51 E7 ELECTRICAL DETAILS' GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. VDOT GENERAL NOTES PROJECT SIJ~RY 8.ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED. DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE V1 . ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST PERIOD IN WHICH AREAS ARE DENUDED.. AREAS SHOWN TO BE SURFACED EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VD.OT) TREATMENT .PL.ANTSITE ®t�osT�PUMPsrr� ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE' ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATION'S AND ANY OTHER Finished !Backwash Ftoutelt Booster AFTER ESTABLISHING GRADE. NO AREA IS TO. REMAIN DENUDED FOR MORE Label clearwalt rank Treatment Building ChlorineBuilding Pump Station' PurnpBuilding THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS He+ght,tt 47.-6• 2r-6' 15 -s' is'=t) s'-s- 9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS OR PLANS, THE MOST STRINGENT, SHALL GOVERN. Swas CONSTRUCTION SHALL BE PROVIDED WITH FOUR .INCH TOPSOIL, FERTILIZED, Use water storage water Treatment Water 7reavnHrv. WaterTreotrnent Water Pwvry SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U. S. GrouldFloor anaa,sF 11690 ,00ze e41 xis ass CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ADMINISTRATION AND VOSH RULES AND REGULATIONS. ACHIEVE LAWN CONDITIONS, tea. F, +'f Total Floor Area. sF 24775 3 V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC 'CONTROL, ry., _,vim 10. WATER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE ,,. �� -_,A =,,,,�,. �'� ! r,� ^ , ;WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH .;, S x .,,.z .. - Area ofParcel, SF 471619.78 �' '�.. UT x PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL Fs__ 'a -= - THE CURRENT EDITION OF VDOT S WORK AREA PROTECTION MANUAL. ' a l .0 � 0,13, REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. , _._} -_}, p'-=W^•`.fi a e• a` ireaotParceaAe 1a.e� . _w ....> ,m. F. �.. '. ', a.>;�.. ti" .`, �A..., "�"y, �,: /,��' �'G's.,. 41 p . FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST HE CERTIFIED _ _ _ ..m.t,� THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE `" r i a` R®rr,deraAc 1a1.a7 io.as IN ACCORDANCE WITH VDOT S JANUARY, 1994 OR LATEST ED°ITION FOR INSPECTION BY FREDERICK COUNTY SANITATION AUTHORITY AS NECESSARY, ( faow Araa.Raeo s.26% ssi OF) ROAD & BRIDGE SPECIiFiCATiONS, SECTION 104.04 * yY i t c 1 r'�'J r� 11. CONTRACTOR SHALL GLEAN UP AND RESTORE DISTURBED AREAS Nya z k f IMMEDIATELY UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA. V4.. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, °isttabadAraa,Ac a� O19 WCONTROL AND. SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS' i �tA'12. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION `�� ,- a zortij~ RP ' DEEMED NECESSARY BY VDOT. ,' CLEARBRQOe ANK CONTROL AND SAFETY OF TRAFFIC - MAY BE SUBJECT .TO CHANGE AS Y ,,,�,•�Magastsgnal District Stoneaal Stoneviefl EXIT 321 r.rDEEMED NECESSARY BY V.D.O.T.;°I V5: PRIOR TO INITIATLON OF WORK, CONTRACTOR SHALL BE ���_ + f? 1 RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE S ` r� ,a; / ` ,t ' - -- Fr*� = r 75 265 10 is 13. TERMINATION OF WATER LINE SHALL BE PLUGGED WITH A WATERTIGHT :� �. r �/ ,> ,FT 25 . too PLUG. THE END OF THE PIPE SHALL BE MARKED WITH A TREATED 2 X 4 PERMITS FOR ANY WORK ON VDOT . RIGHT OF WAY. zs 22 i =--� r r Rear, F7 2s 785 POST EXTENDING FROM THE PLUG TO EIGHTEEN INCHES ABOVE THE GROUND. r'j f"' r .. ve `% I � T' ,SITE Tax IdertPification Nurr>>�rs 34 A-11A 44--A-17' THE TOP SIX INCHES OF THE POST SHALL BE PAINTED BLUE. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE,- A - t. `` < `A r NOR " " dds a� 1381 Brucirhmn Road 141 McCatns Road PRECONSTRUCTION "CONFERENCE MUST BE ARRANGED AND HELD BY THE �. ';a,:, �. „� NOR�HEiATER 14. A LAND DISTURBANCE PERMIT WILL BE REQUIRED. PRIOR TO INITIALIZING A' clearornox,vn2as7a sts#hen9on,v4z265s ANY ON SITE WORK. THIS PERMIT CAN BE OBTAINED FROM FREDERICK ENGINEER AND%OR DEVELOPER . WITH THE ATTENDANCE OF THE k r. -'. �, .°, ,r"' `, NT f`; NT CONTRACTOR VARIOUS C O U INTY AG EN C [ES UTILITY COMPANIES AND S I^ = . -': %` mil- -. -� .. c�sr rm Property owner Global stone cnemstorie cotvoratlon cowege Park Church of Christ �� ,s G, l ' 1 Ouar y Lane COUNTY. �; as '( , :' , � a� �.° - '� . • r � •c � rs ,�f `�tr '_ _-_ `'t...,' ��w. i . � 1� Purdue Df.1M9 / R `'` P.O. Box 213 M(stctraster. Virginla.226A't VDOT PRIOR TO INITIATION OF WORK. '° h k 1 R o r fi �r A M_ clearixook. Virginia 26224 Pnor�: ss2-s2ao t 4A _. � Phone. 002-3855 V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY .OFFICE WHEN ':, - by i` n F '4'' 1110 eYe"cPar Frederick County Sanitation Authority Frederick County Sanitation AtAJafTty WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME.. �. e+, �, -- -� 877 i �" �; 9' �, •G" P,Q. Box 1877 P.O. tit 1 VDOT WILL ALSO REQUIRE 48 HOURS ,NOTICE FOR ANY INSPECTION. ,' Winchester° Virginia 22eaa esrr Winchester, Wginia 22soa 8377 y ' r o �' °" 1 . ° Phone 888-1081'- ���Phone; t368-1061 V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE { % u , ' �� .. SEEDING NOTES ACCESS TO THE PROJECT FROM THE ADJACENT .PUBLIC. ROADWAY THROUGH � �;� ,,.% T •���� � �� � 'd• �` � Current Use Mining vacant vacera 1. PERMANENT SEEDING MIXTURE CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ry. - x Proposed use WaesrTreatmsra wawP�ng ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL ,f r e H N" x. V��� •t�'-^a:.*rUit Ars_es v .:tfJ m ._.,.� HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES '' d �, '" f' � 81 $ p" 'o• h4` �� Sewip Disposal 010 ,W Disposal3W1 �' Faufax'Envirar errralHeaMDisfict NWiRegiired SEED: KY 31 FESCUE 128 LBS. PER ACRE ' Agarcns za° AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. r R`` FERTILIZER: 1-0-10-10 1,000 LBS. PER ACRE 1 ✓ r f'^ s� a OLtdoor Trash ReceptacAss None Proposed None Proposed MULCH: 1.5 TONS STRAW PER ACRE %t%` ,' °..,' ,< ^..._ ,�„ V9. CONTRACTOR .SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND _" '. % ' AsindcateeonelecmcaldraWnss ASPHALT: SS-1 OR EQUIVALENT 430 GAL. PER ACRE (20 LBS. ^ a ' `� yea" j ` t' 4 oiddoort+gtmng Asirxficeiedorrefectricaldrawings _ p. :+;, r cry MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. / ` s g� a oc None Proposed. _ s ,a > { .,, �,� _., r Outdoor StArage Nona Proposed ACRE CROWN VETCH WILL BE ADDED TO ABOVE SEEDING �� f, q , MIXTURE TO STABILIZE CRITICAL AREAS) a �.. <. �. `N V10. ALL WATER AND SEWER LINES. WITHIN EXISTING OR PROPOSED VDOT °` <' a" _'. 1$ ParidngTabAiWn LIME. TWO TONS DOLOMITIC LIMESTONE PER ACRE RIGHT-OF-WAY ARE TO HAVE MINIMUM 36" COVER AND,'WHEN POSSIBLE I j" � `"� _ - �. / r ,"' i� ,!�' • A _, 'w'+�.`` !4 ,...,.,, j,. ,1 ' E SmpbireeS, Maximtm $ttltt rig anti mr�inQ•.and other inc9.sstriat uses. Ogre Space Provided TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. N,a, s. 2. TEMPORARY SEEDING MIXTURE: "i SpacesRegLired s 9 Provided SEED: BALBOA RYE 150 LBS. PER ACRE e. �,s^�7.';17 R MULCH: 1.5 TONS STRAW PER ACRE V11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE, ,•�,`' r 1 Di6abted COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY' BROUGHT TO THE j e. ia'" ��fe M`'^'� ASPHALT: SS-1 OR EQUIVALENT 150 GAL. PER ACRE t2 '` - 4-t��a�. 1 Loading ATTENTION OF THE ENGINEER AND VDOT, WORK SHALL BE DETERMINED ^" w JECT SITE BY THE ENGINEER AND APPROVED BY VDOT. 3. SEED DATES: MARCH 15TH - MAY 15TH , a ,:;` RO f..G:_ �'. v�CSTER u $��sn ",' PROJECT ADDRESS: V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED o t; t, f ,�A' '' p �" 1381 BRUCETOWN ROAD AUGUST 15TH - OCTOBER 15TH R 1- S TI0N . ' AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. ` y" ALL AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED WITHIN CLEARBROOK, VA 22624 ONE (1) WEEK OF REACHING FINAL GRADE, IF IN. SEEDING SEASON, OTHERWISE TEMPORARY SEEDING REQUIREMENTS SHALL BE MET. ALL V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF AREAS SEEDED WITH A TEMPORARY. MIXTURE. WILL RECEIVE A UTILITY STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO PERMANENT SEED MIXTURE DURING THE FIRST GROWING SEASON 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO •T-99. Approved by Frederick County Zoning Administrator FOLLOWING THE FINISHED GRADING. AREAS WITH PERMANENT SLOPES METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT = 2.000�� 'O AP8C!!E® PER THE REQUIREMENTS OF STANDARD AND SPECIFICATIONS FOR AGENCY -SHALL OF 2:1 OR GREATER SHALL BE STABILIZED USING CROWN VETCH AS FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SCALE: 1 - ,.C� CRITICAL AREAS STABILIZATION (WITH GROUND COVERS, VINES, SHRUBS, SPECIFICATIONS. - A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIORI AND TREES). Site Plan Approval Voi'id for 5 Years From Date Shawn .Hence Date ) TO FINAL VDOT APPROVAL. C C T V B E 1 � � 2 O ®® RP ---- -- - - - - - - OWNER: FREDERICK COUNTY SANITATION AUTHORITY ATTENTION: MR. .WELLINCTION H. JONES, P.E. P.O. BOX 1877 SY O WINCHESTER, VIRGINIA 22604 NUMBER INDICATES DETAIL PHONE: 540-868-1061 LETTER INDICATES SECTIONgialbert..w,'aFAX: 540-868-1429 x cliff ord associates, inc. SHEET NUMBER WHERE TAKEN X1 X1 SHEET NUMBER WHERE SHOWN INDICATES DETAIL Engineers Surveyors Land Planners Water Quality $jp0�. g' � � y - � Drawing Number: 1. a OEPT i)EVdbPMEN o , P.O. Box 781 , 150-C 01de Greenwich Dr.. 200 North Cameron St. r Set Number rnber of Fredericksburg, Virginia 22404 Winchester., Virginia 22601 e (540)' 898-2115 {540) 667-2139 INDICATES SECTION _ •.. _ s _ FREDERICK COUNTY SANITATION AUTHORITY PROJECT FOURTEEN NORTHERN WATER TREATMENT PLANT ROUTE 11 QOOSTER 7PUMP STATION cCNN N% S• /"'10 11 - 40 iyiyjff� RAW WATE PUMPS 41 X, PARCEL 34-A- I 1A X GLOBAL SHINE-CHENVOW CORP OB. 934 PC. 18J8 USE. A T PARCEL JJ--.2 A CL—BROOK 1611--G CORD 08 MO PC 847,- USF: -t',U'�-All�"NT if PARCEL J4-A-11A GLOBAL STONE CHOST&W CORP. 08 934 PC We USE. MINING11ACANT ZONING: FM PARCEL W IVEW'P.I.N. 11 34-A- , M tj2.1930 ACRES C 2 USE: MININGIVAGAN - --------- BACKWASH -f CH RINE BASINS /�� f ` fI j BUI �ING TREATIVIENi A"! YN I T RUftb I N G . ............ LJL JLJ 4 c Ij WELL PU CLEARWEL IL BU G X". F I LT EE D/ BAC K WKSf WATE� UMIP U I L D I N G PARCEL ONE NEW RM 34-A- I 1A 132.1930 ACRES - ;I N,�,-A- 148 P-A 166 LDON S 1 K1 ACRES MEDER$8LAW 'VAPA* 754182 48606 AGRICU rURALAA r7CU,ZONZONING: EM O'�E* J J3-A- 1626 C"TY,,PF FREDERICK Y"y N, -A- 14 7421T 16 GLOBAL SYr%YN� CORPMATION 9M I ........... USE. RECPEA n0fML USE. -777--7!�-;F. -"sue--- C i KEY PLAN GRAPHIC SCALE: 1 = 100, SCALE: 1 100' 100 0 100 200 REVISIONS JOB N . 0. NORTHERN WATER TREATMENT PLANT scale no. date description by ckd. associates inc. FREDERICK COUNTY SANITATION AUTHORITY AS NOTED uilbert w. cl'f DATE: OCTOBER, 2000 FREDERICK COUNTY, VIRGINIA DRAWING DESIGNED BY: PROJECT FOURTEEN D. J. S. Engineers Survey s L anners Water Quality T2 DRAWN BY: SHEET T.A.W. 11.0. Box 781 150-C Olde Greenwich Dr. 200 North Cameron St. KEY PLAN APPROVED BY: D.,J. S. Fredericksburg, Virginia 22404 Winchester, Virginia 22601 OF (540) 898-2115 , (540) 667-2139 FREDERICK COUNTY VIRGINIA PROPOSED LOT LINE 50'___ FLOOR DRAIN TO DAYLIGHT I X X I 15, __�+48 '647.50 1 650.46 --- i I 647.50 650136 I G PIPE=1 ! I 644.50 FINISHED oI FLOOR = 4 CONCRETE I 650! 50 FLOW SIDEWALK I 1 I r 650.46 I t. SWALE 650.36 I 'I 650.46650.0 I I 649.50 -1 646.50 I 650.00 PUMP STATION REFER TO DRAWING W15 FOR DETAIL SWALE 5' •' ' o I I 649.50 f FLOW 9 X20 FLOW RETURN PARKING •.:I::.'•• 1.�•�•�. •;: 1'�• � VALVE TRUSTEES OF COLLEGE SPACE 1 PARK CHURCH OF CHRIST I ;' ''-L - 35' B.R.L_ a — N/F PIN 44-A-17 w Q O McCANN LAND TRUST DB. 812 PG 1671 00 ;1 PIN 44-A-40 in REMAINING LAND GRAVEL " wp DB. 697 PG 137 10.3253 ACRES E- {p ZONING: RA ZONING: RP DRIVEWAY I w USE: AGRICULTURAL USE: VACANT PUMP STATION LOT 5,517 SO. FT. ZONING: RP PIPE= PIPE 649.00 649.00 .� S Ln _ .. 20, -- — — — _ SPEED LIMIT 55 MPH VA SECONDARY ROUTE 838 — McCANNS ROAD (GRAVEL) LIMITS OF CONTRACT FOR WA TF—. MAIN I N C ON TR I .-tlM, PIN 44-A-24 PIN 44-A-25A ZONING: RP PUMP STATION — SITE PLAN ZONING: RA STONEWALL MAGISTERIAL DISTRICT SCALE: 1 " = 10' „ 6 NO. 21 A STONE LEGEND ° d ° d "f U F x S E x SILT FENCE ° 1 d d _ GRAVEL PAVEMENT RASS LINED CHANNEL • d' •.: CONCRETE SIDEWALKS OR PADS COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN SWALE ACCORDANCE WITH ASTM D698; 6" MIN. STANDARD PROCTOR. GRAVEL PAVEMENT SECTION NOT TO SCALE NOT To SCALE REVISIONS no. date description 1 2/8/01 REVISED PER VDH COMMENTS 2 5/17/01 REVISED PER COUNTY COMMENTS 3 8/10/01 REVISED PER COUNTY COMMENTS JOB NO. by ckd. T.A.W. D.J.S. DATE: T.A.W. D.J.S. T.A.W. D.J.S. DESIGNED BY: DRAWN BY: APPROVED BY: OCTOBER, 2000 D.J.S. T.A.W. D.J.S. BUILDING SPECIFICATIONS BUILDING SHALL BE A PRECAST PRESTRESSED CONCRETE BUILDING AS MANUFACTURED BY CLEAR FLOW, WAYNESBORO, VIRGINIA. THE BUILDING SHALL SHALL HAVE A DESERT SAND FAUX BRICK EXTERIOR FINISH WITH CLEAR COAT SEALANT. THE BUILDING CEILING HEIGHT SHALL BE W-0". DOORS SHALL BE DOUBLE 6'-0" X 6'-8" X 1 3/4"; 16 GAUGE GALVANIZED STEEL WITH INSULATED CORE. DOORS SHALL BE SHOP PRIMED AND RECEIVE TWO FIELD COATS OF ENAMEL PAINT, (COLOR TO BE SELECTED BY OWNER). PROVIDE DOORS COMPLETE WITH WEATHER STRIPPING, THRESHOLD AND LOCKSETS. PROVIDE DOOR STOPS MOUNTED IN STOOP FOR EACH DOOR, LOCKS ET LOCKSET SHALL BE KWIKSET DEADLOCK - SINGLE CYLINDER 880-26D. PLAN SCALE: 1/4" = 1' 7'-4" ow I r�. '•;'. ./:' ',=:;•'LIGHT: '.;' FINISHED GRADE 25'-8" EXTEROIR FRONT ELEVATION REFER TO ELECTRICAL. AND MECHANICAL DRAWINGS FOR ADDITIONAL WALL PENETRATIONS. 7'-4„ ,•,'' `fie " . Y . S � '.�. � `, . •t LIGHT .,• - G t ;. fir` •i 'i ,• . .1 t •V "J •Y ;Y t. . Y. 'v; 'i• 'r'"•s •y, •.ti• ^r . •f t' ti h� FINISHED GRADE ••,;�• •:,', ,:., Y' .4 •T r�'. 1 i'. i' i' a' .�L •" t FOUNDATION 25'-8" EXTEROIR ,I AS INDICATED I� FINISH SCHEDULE SPACE FLOOR COVERING FLOOR SURFACE BASE CEILING WALLS FINISH PUMP BUILDING PUMP ROOM Painted Clear Steel Trowel - Smooth None Painted (Exterior Grade) Pointed (Exterior Grade) (See No # 1) (See Note #2) (See Note #2) FINISH NOTES #1 - Provide coating as specified in Specification 09900, Paragraph 7.B.(11). #2 - Provide coating - interior walls and ceiling to be primed and painted: A. Primer - alkali resistant Pittsburg 6-603 or FCSA approved equal B. Finish coat - white, 100% acrylic industrial enamel Pittsburg 90-374 or FCSA approved equal. PRECAST WALL PANEL WITH ANCHORING SYSTEM BY BUILDING MANUFACTURER. PROVIDE SEALER BETWEEN WALL PANEL AND FLOOR SLAB. #5 ® 10" ON CENTER EACH WAY 8" CONCRETE FLOOR SLAB a ° ° e 6" #57 STONE 5'-0" #5 @ 10" O.C. BUILDING — SLAB DETAIL SCALE: 1 " = 1'-0" d d ad ° 12" MIN. �-- FACE OF BUILDING BEVELED SLOPE AND WIDTH AS INDICATED THRESHOLD FINISHED 6" X 6" W1.4 X W1.4 W.W.F. FLOOR 1 /2„ MAX. 4" THICK CONCRETE BROOM FINISH PREFORMED JOINT FILLER ° --� ° d 4" #57 STONE 6" MINIMUM —_- STOOP RAMP SECTION TI N NOT TO SCALE REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL WALL PENETRATIONS. .l . i I. •: �r• `f. •f • '11 i' HIt t' 1' .,i r' A• I 'N FINISHED GRADE •'1 1 •1• rr,• REAR ELEVATION REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF WALL PENETRATIONS. PUMP BUILDING ELEVATIONS SCALE: 1/4" = 1 gilbert w. clif Engineers — Surv( P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 �sociates, inc. -+-- 6" MIN. CBR 30 FINISHED GRADE REFER TO SITE PLAN 0 m of w cnz Z � 3 w 0 0 v, Z Y � o v_ _z1"J� — � Z_ a — 2 - #5 REBAR, CONTINUOUS 12" TURN DOWN SLAB REFER TO DRAWING C7 FOR PLAT OF PROPERTY �a p •• GRAPHIC SCALE: 1 " = 10, 13'-6" EXTERIOR 10 0 10 20 SIDE ELEVATION GRAPHIC SCALE: 1 " = 1 "-0" 1 0 1 2 GRAPHIC SCALE: 1/4" = 1'-0" 1/4 0 1/4 1/2 NORTHERN WATER TREATMENT PLANT scale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED FREDERICK COUNTY, VIRGINIA DRAINING PROJECT FOURTEEN W 1 -7 iers — water Quality ROUTE 11 BOOSTER PUMP STATION BUILDING DETAILS SHEET 200 North Cameron St. Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY VIRGINIA OF MATCH LINE , MATCH LINE / STIR. 3 -... \ / / -{ C 1 .k;-, , �. ,�`�r % /� /r / , -AC"E fir- Y 70' -15" CLASS V RCP @ 1.71 % L ! — l INV. IN 623.70 I RWM 25 ::::: SE AGE D SPO L \ J�4 / INV. OUT = 622.50 \ \ / �' r 'f J ° , `�_-._ �� VDOT ES-1 FA ILITY, PROVIDED \ 0 a ELECTRICAL DUCTBANIS NOT IN BY OWNER � � --►. � � '7e� ON EACH END o .: ► \ ��� AND 20 RWM NOT �� ___-_ . - CONTRACT .. j/ � �,, � ;� � I .:::-:�: 0 \ i IN CONTRACT ' " r ` �,��: 9 w_ WATER TREATMENT OP \ \ ` !% _ ;` : CHANNEL E PLA T BUILDING ' I RFCD �� ' / r �.... ,. „ 100 CLASS V RCP I 360 CLASS III RCP / / ! ;'� CHANNEL A / WST I I ® 1.00% WST / /,. X F, / 1 .00%, I / r i 6 / t i >� r I t i r" / r MANHOLE P / J at �^ pp 'J r i 1 g ri _ F RI i / M r" i , I I _ , / l 1 l f- C �7+' INV. IN �:-- , i HANDICAP SIGN -_ _ f'� r If` flr 618.25 I ' 1 / / MANHOLE f ; ''- /` INV. OUT = I I ► / / `� RIM = 613.00 I 618.00 �. / / INV. IN - 613.40 CG-1 ; RAMP i IP I I - / i I .. IAIV._-OUT - 612.45 1 1; •• LOADING AREAI 1 � - - - - - - � � - - -� BACKWASH WASTE FACtLIT1 �� / RFco �— „ —'" IN EASEMENT., ' I ' r- i L2 I i 1 4 WST - - - - - - j PRE CHLORINE` 1 rJ, ;1 1 I I I BUILDING ' _ I r, i + /75 24 CLASS III RFC / RCP @ 0.60% -r- � E6 l. I n 1 n � ! I I I 20 X8 TEE BACKWASH } / W DE / HANDICAP SPACE ( I �' / BASIN } < W 9 WIDE PAINTEDWST- !, L 24 RFC 6,'C / I IS� D. � #PROVIDE HANDICAP ! ' iX, / /t % / t. x c - ' �OL-SON PAVEMENT M 6" 90' INV. = 616.00` BEND „ ! { X SAN ITAR) 1 6 � 1 % 20„ 45. 1 .04% MIN. i } / 6 2 1 /2 SLOPE ' _ / �` / ,� , BEND BEND .-�''� IP �j4 / � ,- �, 1218,� f� / ,/ f //: x r� PAVED ,AREA BACKWASH _ / Q� / F t t f Z f f b os 16 GF AV BASIN ' ; 0 20 45 ++ ,t � � , � � � cv 20 BWM z ` CHLORINE w -. 4 6 GATE GRAVEL DRIVEWAY SHAL ' ' `� i // -' ; C'` EW- r oar �� , �o / ALVE REMAIN AT COMPLETION �. / DWALL ° "`:`/ X }ti OF PROJECT / !� / 610.00, i Ljj} FIRE HYDRANT / ( � NEW WELL ® F { ,� \ � p w \ �1 AS.SEK48LY \ ,� T _j i I x x SF = STIR. 2„ ;` // f �, _ �: = Q �t -- — —, -- < HANI 30 18 CLASb` RCP ® /F. W CHANNEL C 1 1 INV. IN = 56Q , /� , r. /f • o l /1 �r� / Old CTION >> 1 \6 j ,, �- j i 1 INV. OUT - 615.70 j sr, . z / Q O o �,\ / o BACKWASH/FINISHED r _ f I- f- _ , 'WATER PUMP BUILDING LIMITS OF CL ING 0 0 m \ �., �p�,� I I AND GRADING,,,.., 6 GATE VALVE "Co L` n .O� 30 45 y, p o ` _ - BEND. 1 VESC 3.05 VESC 3.20 ROCK f- �- \. 0 , SILT FENCE / � .1 ,5,,, 62,.. � � � I - CHECK DAM >� 1a �,,1�(. % �r � �, � x - \ r I N NW R 6 90 BEND �P CiNG MILL O Uj Ln O_A1 LO N 1 , ' , rr era. , a `, � ., r ' � � � �; � TASK �0 X8 E � „ ' � \ / �, � 15 -24 CLA��: V RCP 24 X20 \ } IN IN = 609.�40 o e, ti •� `. EDUCER NOT IN I \ \ _ w4 \ CONTQ�C ; r/ i r - 6os.25 i' ` / ! �L `_;FIF X� t CHANNEL ' 1 / 1 f // 6410 �i SF x �. RFCD ' 1 / / r ,•' 6'1. ; Mp.j �?,�,-�, FARCE ONE ` X ri )e ✓ t �,` / 1 �l Q Y �r �r I NEW P. I. N. ', / r ,.% Z t �, \, \ 34 -A-1 l A ANI ,� % �) Y I U ~ NEON P. N. !'�'` NOT IN f 132.1930 ACRES 1 I P J �� :L �� �� \ - f U P.I.N. �3-A-148 X °� ; ,d3-A 166 - �� CONTRACT STIR. 4 (NOT IN CONTRACT) r'� ,. U_ REDER(CK LAND COWANY '� 40 -15 ,--CLASS V RCP @ 1.002. �'. �'- WELDON W. DOWNS I p `�, ,� —612.70 a `.. v 848 606 ` ( INV. I N - �- 754/82 INV. OUT. = fi 12.30 75' B.R.L. I- j 4. 666J ACRES USE: AGRICULTURALIVACANT Z — — — -- — O U SE: AGRICULTURAL/,�CANT - �{�, ZONING: EM i u PROPOSED 25 ZONING: EM o r� � R/W DEDICATION ��.._�_."� _ --=-----' _ -.-- - / .x 6: 6. \ I -� `,� ~ = -= vow - J ~ ,� 61 a E 17, '\ �Q �'� �'� �' ,rfii'i C -1.%,..h,�' � � / . .�. . ... � I 1�E l ..-.._,,.,.,_.-._._—�^'.`. --•'....--�;'s-.._. w____.,._._.-__'_'.^�---"'r-._..-- ;--_..._ _,__- _'- ..._-__-..._—____ �` .�''f X �> 6 1 S, \ AVEMENT WIDT a nwx \. _ EI-i I (V �...:y ` �nr, \� /r APPROXIMATELYHANNEL OP „F„ , ere✓ e;a. --- -- - X � Y_ ;� r .1 0 . ... - •. ``'-'` / 22 FEET NOT IN CONTRACT) t _.- j y�ecr=�t _ x 6 % ! , ANN � � �UMD �� - ^' llliS " El.[? • f,7,t 'yam• f' --- - — _ w , - - --- -- - - _ - — vw,e ,_r�.... - • u —T �-- 4 CENTER OF DRIVEI(�.: — rtf BETWEEN ELECTRICAL PO COUNTY OF FREDERICK arr .. .r1 •r Yl1'-KYv-YY J 1 ,1' _ ANCE SIGHT DISTANCE cc;r`° •� 1'' VCC�. Yew. wY_.._ _ _ _.__ _ v , �� tu:, :: ti- _-_GLOBAL STONE'tHE"E CORD RATION ,.z.. 1000 - _ 4- r,P _ -_ 742/816.aa Nacv - pyy / - _ __ q USE. RECRE� TIONAL a ,w,cs , //� �� -- 934/18381 rMl 1 S1 1.9. a % ' _� - FUSE.• MINING (VACANT ,4 - - - - 6 2') -- - ZONING: EM - — _ � .X �' _. X ��� 1Q COLLECT CHLORINE FLOOR DRAINS IN 4" SANITARY Q4 THE NEW WELL TO INCLUDE PUMP, DROP PIPE, LEGEND MAIN ® 1.04% MIN. SLOPE. PROVIDE CLEANOUT ELECTRICAL CABLE FROM PUMP SURFACE, AND CHECK RWM = RAW WATER MAIN (T = CONSTRUCTION ENTRANCE REFER TO DRAWING C7 AT UPSTREAM END. CORE DRILL 24" WST IN VALVES ARE NOT IN CONTRACT. THIS CONTRACT SHALL SITE PLAN RL WM = FILTERED WATER MAIN UPPER QUADRANT AND CONNECT 4" SANITARY INCLUDE THE CONNECTION OF 8" WATERMAIN AND , FWM = FINISHED WATER MAIN FOR PLAT OF PROPERTY WITH MANHOLE BOOT. PROVISION OF ELECTRICAL SERVICE WITH DISCONNECT SWITCH. SCALE: 1 = 50 WST = WASTE WATER MAIN = HEAVY DUTY BITUMINOUS PAVEMENT BWM = BACKWASH MAIN Q THE TREATMENT BUILDING SEWER SHALL BE EXTENDED 0 LIMITS OF CONTRACT, 2C" AND 8" RWM AND DUCTBANK B.R.L. = BUILDING RESTRICTION LINE TO THE POINT INDICATED. THE OWNER WILL PROVIDE EAST OF 20" X 8" TEE ARE NOT IN CONTRACT. 20"XB" TEE, = LIGHT DUTY BITUMINOUS PAVEMENT A SEWAGE DISPOSAL SYSTEM. 8" GATE VALVE, 8" RWM CONNECTING TO WELL REFERENCED Ip = INLET PROTECTION IN NOTE W AND DUCTBANK WEST OF 20"X8" TEE TO BUILDING Op = OUTLET PROTECTION GRAPHIC SCALE: 1 " = 50' REFER TO PLUMBING DRAWINGS FOR BUILDING DRAIN ARE IN CONTRACT. O •? = GRAVEL TO CONNECT TO MANHOLE. © 2" WATER TO CL2 BUILDING. PROVIDE 2" CORPORATION STOP X SF x = SILT FENCE 50 0 50 1 00 = CONCRETE SIDEWALK AND GATE VALVE AT 6" WATER MAIN. ® = BOLLARD REVISIONS '"' JOB NO.�pLTH NORTHERN WATER TREATMENT PLANT AS NOTED no. date description b, ckd. 0 FREDERICK COUNTY SANITATION AUTHORITY 1 2/9101 REVISED PER VDH COMMENTS T.A.W. D.J.S. DATE: 4. fi l b e r t W. c l i f associates, l n e. O C T O B E R, 2 0 0 0 r 9FREDERICK COUNTY, VIRGINIA 2 5/17/01 REVISED PER COUNTY COMMENTS T.A.W. D.J.S. --- -� V Oft . SA' RS � PROJECT FOURTEEN DRAPING 3 8/10/01 REVISED PER COUNTY COMMENTS T.A.W. D.J.S. DESIGNED BY: D . J. S. N '� C 1 —._ Engineers - Surveyd s L �anners - Water Quality DRAWN BY: T.A.W. SHEET P.O. Box 781 _. SITE PLAN - - -- — i AIAL ENG 150-C Olde Greenwich Dr. 200 North Cameron St. APPROVED BY: D • J . S . Fredericksburg, Virginia 22404 Winchester, Virginia 22601 OF (540) 898-2115 (540) 667-2139 FREDERICK COUNTY VIRGINIA X 623, �` TI X y 17, X. 5 V X Qj j C 'c 3 3 X 6 X 13. �ry X 6 0 4 / #1 8" RWM FROM 20"X8" TEE TO WELL IS NOT IN X4 CONTRACT T X 4 5 J <1 4, e? fj fit C) X 596, 596 4 33p, 61 <6 Y*; 4"'20X 10 TEE AT77- QUARRY NOT X IN CONTRACT_...-_ � / f t � `ram .. �- I✓"-.-- `! / ! Z�J � y � � y � _ __ .._._ _ / / / / % < < ��l f Z. X 5 t SEWAGE DISPOSAL�� X FA K-ITY PROVIDE A BY OWNER PARCEL 34 -A - I 1A GLOBAL STONE CHEYSTONE CORP. V 08. 934 PG. 1838 USE: MININGIVACANT ZONING: EM 620 6 X p PARCEL ONE I ` i.' j 1 / / / / ^ I ! NEW P. /. N. VESC 3.38 J4-A- I 1A PLASTIC FENCING J I32.1930 ACRES AROUND USE. MINING/VACANT DRAINFiELD MATCH LINE p C2 1, r MATCH LINE VTR I 4 A11 C 11 Z` ,�RAW WATER PUMP STATION 2 PUMPS, REFER TO DRAWING W12 FOR DETAIL AND CONTRACT LIMITS PARCEL 34 -A - I 1A 611) GLOBAL STONE CHEMSTONE CORP. X NZ, 08. 934 PG. 18JB USE: MINING/VACANT ZONING: EV -XX1 61 \< ................. tz 616 X PARCEL 33-2-A CLEARBROOK.PURCHASING CORP DB. 680 PG. 847 X USE: AGOCULTURALIVACANT ZONING Y/ J X aq X 6e4, X F 03 6 8 ELECTRICAL DUCT ANt(,-' J. ----�AND M. RWM F OW 20"X8" T TO SITE PLAN SCALE: 1 " = 50' FACE 0j, r,1 If GRAPHIC SCALE: 1 55 = 503 50 0 50 100 REVISIONS scale JOB NO. NORTHERN WATER TREATMENT PLANT no. date description by ckd. 1 2/9/01 REVISED PER VDH COMMENTS T.A.W. D.J.S. DATE: OCTOBER, 2000 gilbert w. clif FREDERICK COUNTY, VIRGINIA 2 5/17/01 REVISED PER COUNTY COMMENTS T.A.W. D.J.S. DRAWING PROJECT FOURTEEN 3 8/10/01, REVISED PER COUNTY COMMENTS T.A.W. D.J.S. DESIGNED BY: D. J. S. C2 Engineers Survey S L nd Y.1anners Water Quality DRAWN BY: T.A.W. P.O. Box 781 SITE PLAN SHEET 150-C Olde Greenwich Dr. 200 North Cameron St. APPROVED BY: D. J. S. Fredericksburg, Virginia 22404 Winchester, Virginia 22601 OF (540) 898-2115 (540) 667-2139 FREDERICK COUNTY VIRGINIA 1 Uri 625.00 624.50 \ M d } y STORM CHANNEL „E" CTJ- v STR. 3n 70 -15 CLASS V i3CP ® 1.71 RFCD \ i� 1 �� INV. IN 623.70\ •� (+< ! INV. OUT -= 622.50 VDOT ES-1 \ 1 t N EACH END } ' i 1 626.70 �� y ! !f 625.80 26.50 - h2.80 622.80 626.00 / 623.40 111,4 627.20 626.50 626.50622.80 622.80625.50 623 00 STORM CHANNEL jA 1' T ! 2T ^!S1 ., RFCD ' �- CL2PRE 622.20 � 1 r 623.90 1 II II ( r CHLO INE _-----`- f � i II II i 626.50 1 II II I I I BUILDING l // I' 623.00 FF = 622.50 I / 626.0o I I I I I I ".X 1 624.50 I I I I I I I I 622.00 I RFC 627.20 l 626.50 L - J L - ITC 623.50 62 .00 1 WATER TREATMENT L- J • '4 / \ PLANT UILDING „ FF = 6 7.00 VDOT 622�621 o �- 20 M -8R o TC 623.60 t 623.10 r TC 627.0 N ' RFCQ 626.5 t° 622.75- I 626.77 6' 6.96 6.77 TC 624.00 I 26.00 ! URN DOW SIDEWALK 623.50 TC 624.10 TC 626.50 � � 623.60 � . 626.10 VDOT 626.50 CONCRETE STEPS �r I CG-2 TC 6 ;� 4. _ ERS 6" „ 2'-0" R. 3 / 626.15 3 TREA -,® 1.1 -9 A 1 / ,,} I 626.13 VDOT CG-2 624.50 623:25 r� `6,25.63 TC 625.65 16' GRAVEL DRIVEWAY t J 625.15 ,� i \ 0 20" BWM 625.00 7'623.95 623.60 t O f 4 I \\ C L2 P 0 ST �. �.. -► \ �, - - - - -�! 624.80 624.80 STR. 2 I -4 ; \ j I 262.50 � 624.40 30'-18" CLASS V RCP 1.00� \\ 11 / 1 �� INV. IN = 616.100 `T I CHLORINE }NV. OUT = 61'5.70 j \� 1 ! �} 20" $UTTE4FLY VALVE i ROOM - 1 o /623.5 k\. 624.50 623.00T z 1 , �' ➢ f� 1 1X 624.50 a -! `•' 624.50 0 NEW WELL �- 3 MILLION GALLON 1"' o ,. 0 o STORM CHANNEL C w U #RFCD O C EARWEL TANK I ' _ , � �- 625. 624.50 Q FLOOR = 25.00 c`Vo � z H L= 660.50 I x x SF i f I 622.50 m IL I X I 1 `r \ \ 1���1\ t SF Ix `" BACKWASH/FINISHED Y 4 �� Lo WATT PUMP BUILDING \ 1 Fr = 625,00; LOWER LEVEL - 1617.00 F- w r \ \\ �� J\ / Q z ♦ z i \\ I 620,50 ' zQ > O ' ' C� I i ;�` _ m U } L EN \ \ LEVEL RANSMITTER �'- - � 30 BkERFLY' ` (RFCD ' TC = 620.00 = ELEV AT TOP OF CURVE T \ 626.50 VALVE z a ' = ELEV AT BOTTOM OF CURVE F �-VETER F \METER �- Q ` 620.00 - SPOT ELEV 12" GATE - - - _ Q - � ' <' 1 , �\.-VALVESTORM CHANNEL B„ � w z �' ti �; �RWM = RAW WATER MAIN 1 ; \ SF 619.00 >- O STORM CHANNEL D 1 FIL WM = FILTERED WATER MAIN 45* FWM = FINISHED WATER MAIN BEND �% 1 I i WST = WASTE WATER MAIN LLj O r' U = ! 8WM = BACKWASH MAIN Of, GRADING '� q z Q a ,� _ \ \ I ` z Q c= , x SF x SILT FENCE r: CO R TION ,� Q FIFTEEN � :°� ,% I ` � O rz O = � `\ _,k.� "/, ;� L ��7� = CONSTRUCTION ENTRANCE of I-- w �- ,� ✓ -� = INLET PROTECTION t\ DRAIN H EADWA�LL � Q � � � J ,• � � 7 PIPE 621.00 OUTLET PROTECTION --= PROVIDE 10 LONG F m U� Uz 1 18" THICK VDOT CLArSS I ( ��' �` '� ' GRAPHIC SCALE: 1 " = 30' 1 RIP RAP APRON, D5o =6 L SF x , RFC_' o� 30 0 30 60 CHOKE WITH 57 STONE _ - - _ \, 1 # i PARCEL ONE SCALE: 1 = 30 - -- - - REVISIONS JOB No. �pLT" NORTHERN WATER TREATMENT PLANT scale AS NOTED no. date description by ckd. Q� c c c yy�� FREDERICK COUNTY SANITATION AUTHORITY 1 2/9/01 REVISED PER VDH COMMENTS T.A.W. D.J.S. DATE: O C T O B E R, 2 0 0 0 �� f g i l b e r t W. c 1 i f S S O C l a t e S 111 c FREDERICK COUNTY, VIRGINIA 2 5/17/01 REVISED PER COUNTY COMMENTS T.A.W. D.J.S. V OAt'I $A' R$ z DRAWING 3 8/10/01 REVISED PER COUNTY COMMENTS T.A.W. D.J.S. DESIGNED BY: D . J . S . N '� PROJECT FOURTEEN C3 Engineers - Survey 8 L anners - Water Quality DRAWN BY: T.A.W. , G\t,�� P.O- Box 781 SITE LAYOUT AND GRADING PLAN SHEET NAL EN 150 C Olde Greenwich Dr. 200 North Cameron St. APPROVED BY: D . J . S , Fredericksburg, Virginia 22404 Winchester, Virginia 22601 OF (540) 898-2115 (540) 667-21391 FREDERICK COUNTY VIRGINIA no. I date N ci REVISIONS description JOB NO. by ckd_ DATE: OCTOBER, 2000 DESIGNED BY: D . J . S . DRAWN BY: T.A.W. APPROVED BY: D . J . S . gilbert w. coif Engineers — Survi P.O. Box 781 150—C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 ►sociates, inc. iers — Water Quality GRAPHIC SCALE: 1 " = 10, 10 0 10 20 NORTHERN WATER TREATMENT PLANT scale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN 200 North Cameron St. BACKWASH BASIN - PLAN Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY VIRGINIA C4 SHEET OF 621.50 TOP = 619,50 INV = 612.00 2'-6" o i rl o 1. Ir I .I I aI I I` I to . I 24„0 l PIPE I . — — — ---- — -� . MANHOLE, VDOT MH--1 RIM = 619.50 INV. BOTTOM = INV ,= 613.00 12" GATE VALVE 12" DUCTILE IRON PIPE 12" FLANGED TEE — _ TOP OF TEE EXTENSION = 618.00 INV = 616.00 12" DUCTILE IRON BYPASS INVERT OF PIPE = 613.00 TOP OF SUPPORT BASE SHALL NOT EXTEND BEYOND HEIGHT OF BASIN BOTTOM 2 3/4" A. 24" SURGE ZONE T TOP OF BERM = 619.00 — — — — — 12" OVERFLOW PEPS — MAX. WATER SURFACE 618.00 INV = 618.00 MIN. WATER SURFACE INV. 24" = 616,00 l 36" LIQUID STORAGE ZONE -----------.------------- BOTTOM OF BASIN 612.00 BASIN LINER 12" SLUDGE ZONE SECTION rA"O'� NOT TO SCALE ' T�12'' 12" 5 ® 8" O.C. - jl - EACH WAY GRAVITY SEWER PIPE DO NOT ATTACH PIPE TO SUPPORT Vo QUj a 12" MIN, CD a FINISHED _ GRADE A POLYEGLIDE co �. COMPACTED #5 @ 8" O.C. N 1 /4" GATE `" � SUBGRADE � EACH WAY 5ECTION 9/ 1 6" o _j 1 1 /4" GUIDE EXTR'N WASHINGTON ALUMINUM COMPANY OR EQUAL ALU M I N U.M_1; AU D U EJ TQP ^GATE DEMI NOT TO SCALE 1-1/2" 0 X PIPE -SAWED I no. I date REVISIONS description 1-1 /9" m Eini F r1JT IN IT OVER HOLE GRAVITY SEWER PIPE 7 MATCH PIPE DIAMETER 12" MIN. � — I I _ I I - I I I BA NOT TO SCALE 1EMBRANE LINER 12., MIN 10" X 10" LINER rMLrARED SUBGRADE _ JOB NO. by ckd. DATE: DESIGNED BY: DRAWN BY: APPROVED BY: F_ rn\/0 Al�TCfl Ctl 1 TOP = 622.00 12" FREEBOARD :► a+: ► r�: ► • r CONCRETE PIPE SUPPORT REFER TO DETAIL THIS SHEET INV. 616.00 OCTOBER, 2000 gilbert w. elif 4 D.J.S. �1� Engineers - Survi T.A.W. . �,` P,O. Hox 781 �0t`b'!. ���� . 150-C Olde Greenwich Dr. D. J . S . Ale Fredericksburg, Virginia 22404 (540) 890-2115 ALUMINUM GRATE PRECAST CONCRETE STRUCTURE WITH 4' X 4' MIN. INSIDE CLEARANCE. PROVIDE WITH STEEL ANGLE TO SEAT ALUMINUM GRATE. j FINISHED GRADE INV. 24 = 616.20 CONCRETE PIPE LINER PREPARED SUBGRADE 24" BACKWASH PIPE INV. 612.00 INV 616.00 NV. T 616.20 JM HAND LIFT ATE FRAME. ONE GATE. f TLD SEAM PIPE BOOT -PIPE 2" X 1 /A" NEOPPILNE NOTES FOR GEOMEM,BBE ICE INS, WIOM THE GEOMEMBRANE SPECIFICATIONS NOTED BELOW WERE DEVELOPED IN ACCORDANCE WITH SPECIFICATIONS PROVIDED BY WATERSAVER COMPANY, INC. IF AN APPROVED EQUIVALENT IS USED, THE GEOMEMBRANE MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THEREFORE, AN EQUIVALENT PRODUCT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 1. A 45 MIL WATER SAVER POLYPROPYLENE 4500 REINFORCED (PPE-R) GEOMEMBRANE SHALL BE PLACED IN THE BASIN AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 2. SURFACES TO BE LINED SHALL BE FREE OF ALL ROCKS, ROOTS, VEGETATION, SHARP OBJECTS, OR DEBRIS OF ANY KIND. THE SURFACE SHALL PROVIDE A FIRM, UNYIELDING FOUNDATION FOR THE GEOMEMBRANE WITH NO SHARP OR ABRUPT CHANGES IN GRADE. THE OWNERS GEQTECHNICAL ENGINEER WILL OBSERVE AND TEST THE BASIN SUBGRADE. IF QNDERCUTTING OR MATERIAL REMOVAL IS REQUIRED, THE BASIN SHALL BE BACKFILLErD WITH A LEAN CLAY SOIL (CL) AS CLASSIFIED BY ASTM D 2487 WITH NO ROCK GREATER THAN 0.5-INCH IN DIAMETER. THE SOIL SHALL BE COMPACTED TO 95 PERCENT OF THE SOILS MAXIMUM DRY DENSITY BASED ON ASTM D 698 (STANDARD PROCTOR METHOD), 3. IN ADDITION, IF BEDROCK OR BOULDERS ARE ENCQUNTFRED WITHIN 6 INCHES OF THE BASIN SUBGRADE, THE ROCK SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW THE BASIN SUBGRADE AND BACKFILLED AS NOTED ABOVE. THE SOIL WILL BE UNCLASSIFIED; THEREFORE, ANY ROCK REMOVAL W11_L BE AT THE EXPENSE OF THE CONTRACTOR, 4. THE GEOMEMBRANES SHALL BE POSITIONED WHEN THE AIR TEMPERATURE IS 45 DEGREES AND RISING. THE. GEOMEMBRANE SHALL NOT BE PLACED OVER FROZEN GROUND, THE PPE-R MEMBRANES SHALL BE STORED IN ITS ORIGINAL PACKAGING UNTIL READY TO USE. THE NUMBER OF PANELS TO BE DEPLOYED IN ANY DAY SHALL BE LIMITED TO THE NUMBER OF PANELS WHICH CAN BE SEAMED OR SECURED THAT DAY. 5. DEPLOY GEOMEMBRANE PANEL$ TO MEET A MINIMUM PANEL OVERLAP OF 4 INCHES. SHINGLE PANELS IN A DOWN GRADIENT DIRECTION WHENEVER POSSIBLE. 6. FACTORY .FABRICATION AND SEAM REQUIREMENTS OF WATERSAVER?S PPE-R 4500 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN ADDITION, ALL TEST RESULTS VERIFYING THAT THE MATERIAL ANQ SEAMS ARE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS SHALL BE 5UBMITTED TO THE ENGINEER PRIOR TO FIELD INSTALLATION OF THE GEOMEMBRANE. 7. THE CONTRACTOR SHALL PROVIDE A 20 YEAR WARRANTY ON ALL GEOMEMBRANE MATERIAL, SEAMS AND INSTALLATION. THE WARRANTY SHALL INCLUDE ALL MATERIAL AND LABOR TO REPAIR OR REPLACE THE LINER IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8. TEST STRIPS SHALL ESE PERFORMED ON A DAILY BASIS IN ACCORDANCE WITH WATERSAVER SPECIFICATIONS. ACCEPTANCE OF THE TEST STRIPS AND IN -PLACE WORK WILL ALSO BE BASED ON WATERSAVER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL PERFORM NONDESTRUCTIVE TESTS ON ALL SEAMS IN ACCORDANCE WITH WATERSAVER SPECIFICATIONS ON A DAILY BASIS AND PRIOR TO MEMpRANE ACCEPTANCE PY THE ENGINEER 9. THE GEOMEMBRANE SHALL BE UV RESISTANT IN ACCORDANCE WITH ASTM C26 XENON ARC 0 80' C, 40QO HRS. GRAPHIC SCALE: �I=1 /4" = 1'-0" 1 /4 0 1 4 1 2 GRAPHIC SCALE: 1 /2" = 1'-0" 45 DEGREE PIPE BOOT 1 /� 0 1 2 1 E NOT TO SCALE GRAPHIC SCALD ill = 10' 10 0 10 20 NORTHERN WAFER TREATMENT PLANT scale FREDERICK COUNTY SWATION AUTHORITY AS NOTED s o c i a t e s, inc . FREDERICK COUNTY, VIRGINIA PROJECT FOURTEEN DRAIPING ers - Water Quality C5 BACKWASH BASIN DETAILS ANQ NOTES I?HET 200 North Cameron St. Winchester, Virginia 22601 OF (540) 667-2139 FREDERICK COUNTY VIRGINIA 9 4" THICK WIDTH AND SLOPE AS INDICATED VDOT, CLASS BROOM FINISH UNLESS A3 CONCRETE INDICATED OTHERWISE FINISHED GRADE n d d d d a. 2' `— COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. PROVIDE CONTROL JOINTS AT INTERVALS NOT TO EXCEED 5' ON CENTER. PROVIDE 1 /2" PREFORMED EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 50' ON CENTER, AND WHERE SIDEWALK ABUTTS FIXED OBJECTS. CONCRETE WALK SECTION NOT TO SCALE 2" TYPE SM-12.5A BITUMINOUS CONCRETE 3" TYPE BM-25.0 BITUMINOUS BASE COURSE —� d Al. c n d c 4 Q Q COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. 8" AGGREGATE BASE, TYPE 1, GRADING 20, 21, 21A OR 22 BITUMINOUS PAVEMENT SECTION NOT TO SCALE (HEAVY DUTY PAVEMENT) 24' r r/ I I rw r- n r- A I SLOPE 1 /4":1 ' 12" TYPE 1 SIZE 21 OR 21-A AGGREGATE COMPAETED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. no. date 1 2/8/01 REVISED PER VDOT COMMENTS 2 5/17/01 REVISED PER COUNTY COMMENTS 3 8/10/01 REVISED PER COUNTY COMMENTS NOT TO SCALE REVISIONS description WIDTH & SLOPE AS INDICATED PROVIDE 1 /2" THICK PREFORMED JOINT FILLER WHERE SIDEWALK ABUTTS BUILDING OR FIXED OBJECTS BROOM FINISH UNLESS INDICATED OTHERWISE I' 2 2' R PAVEMENT SURFACE - ' tD CONCRETE, VDOT CLASS A3 COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. PROVIDE CONTROL JOINTS AT INTERVALS NOT TO EXCEED 5' ON CENTER. PROVIDE 1 /2" PREFORMED EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 50' ON CENTER, AND WHERE SIDEWALK ABUTTS FIXED OBJECTS. NOT TO SCALE PRIME AND DOUBLE SEAL PER VDOT ROAD AND BRIDGE SPECIFICATIONS 4 4 Q a COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. 12" TYPE 1 SIZE 21 OR 21—A AGGREGATE SURFACE TREATED — PAVEMENT SECTION NOT TO SCALE (FOR REAR LOADING AND MAIN ROAD AREAS) (LIGHT DUTY PAVEMENT) 2' JOB NO. by ckd. DATE: T.A.W. D.J.S. T.A.W. D.J.S. DESIGNED BY T.A.W. D.J.S. DRAWN BY: I��.��1•/9i1�s)e� 0 CONCRETE TOP YELLOW STEEL PIPE FILLED WITH CONCRETE 1�— 1" SLOPE 1 —�— 6" MIN. r 0-1111 R I V S _0 114 NOT • SCALE OCTOBER, 2000 D.J.S. T.A.W. D.J.S. 1 Nodes- "'i�*Uy be •educed until 'x` reaches o mmirnumof 4' where endwall ".adwah to is beveled ri NI cress except where a c.ndlct —th Ew-I,IA wswld Carude otrwe shoulder Nnein no case Shall top of end- invert or mrigwel,e occur. woo praleC+ above fl.' slope, ditch slope, or shoulder. Been edge -s requited on the headw,e N the MN end of the This der May be preraf )r Cast in place. Culvert f where the flow enters the -Ivan 1. Ai: oesl in pme concrete b be Cass A3. For pracas, See Sheet 10f02. � TM9 stawerd to be used with strogM crossings and oil spews (0°1045•). Natadwetl at the c-liat end of the culvert may be ex�e, square edge or oevel edge. d �--- - .- -- - — — L -- - -- -, j Sftep* t0 be beveed L A� 8 v,a1, nwrlar- . er f-- - X• - TT1111 a4• u,a„fw ehbe h•--D .0-owed --1b /_ --- *apes i..__ i Flow r- .. A-. . . -Do not. AevN ween FRONT ELEVATION C—'-� NoteOn shaVow, fins, where endwolls are I' or tess below shoulder line, the END ELEVATION lop of the endwall shots De :.orstructed parallel to the grode of the road •- 1.25• s, t—, dtsn,e,rr -—�__Ew-1 Ew-w ENDWALL FOR CIRCULAR PIPE --------------------------- ---- DIAMETER OF PIPE CULVERT 12. 15' f8" 2t"ar2nd' 271r3 33ae38 A d- ' W-8-8' o'--S . d-ir t'- P-d' C D '1-_4' 1'-0' 1'-7'k__31 2'- 2-O 2' s V-9" I'-3. 2 e $=0' F Oi-6• 0'-6' o- 0. d-e' 2=11' 3=9• 4'-3• 4-9• L 4-0' s'-o a•i ifs• 8=0" IY-o' WA 1/7 a-2 i/r as W-e b a-i va a-1 ter a-r a-z ter a-r CU. YDS. CONCRETE 20e7 2.947 ils, 331145 �a�0241 rlm_lpn_iyE! 0.257 0492 -0521 ola97 0.739 L319 ENDWALL FOR ELLIPTICAL. PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) 0'al4 30CN 19' 34's22' 3el124" 4e.27' 45"x29"!4!fz32 gxw A d=s" o' 9' o' o'-11"" I1 (- o' fo' t- e B -2 -=• -_i'-1o"I'-mil" 1922e-7• 3 e' 2' '7 5 1 1'-II" I 2=6" I 2'-t(Y 1 3 2' V-ir 3_9' 1 4'--1' 1 4L5' a•z t Jr1 a•r n + a a" aJ ire a4 f/r a-51rr a s yr D (" iC-r I a-2 ire a-2 in aa• , a•r ' a-31/r ; aJ 1/r CU. YDS. CONCRETE _&CF I 05o2 O.BSS 123- 1.500 1811 210t 2512 2.801 SCATION KIFE0STANDARD ENDWALL FOR PIPE CULVERTS REFERENCE 1Ci VIRG'NIA �EPARiME%T 302 of TRANSPORTATION 101.01 VDOT EW-1, STANDARD ENDWALL FOR PIPE CULVERTS; VESC 3.18 NOT TO SCALE �4 4 Concrete to be Class A3 if o , cast in piece,4000 PSI If I a e. precast. - 4 Strrfocs m � . 4 e n. e Base lo A' This 4on may be precast or cost in place. ' I � i� -- e• 2• Radius o This curb is to be used when desi gn speed is 40 MPH or less on Rural highways and Note: Curb havwV o radius of 300 If t. or less " surf.. 45 MPH or less in developed urlbon and (tttlorp face of curb)will be pond for as radial m r .�- • -- suburban areas a+rb- I;I • : * a°°° * The depth of cub may be reduced as much as S' (15"dspth)or increased as mush as n21"depth) • in .der eta the bottom of curb will coincide Subbow with ftte by of o course of Ur pavement substructure. Otherwise the dep1, a to be IB"as shown No odlintment in the price bid is to be made for a decrease or an increase in depth ACCEPTABLE ALTERNATE IF CURB IS EXTRUDE SPECIFICATION STANDARD 6" CURB REFEKNICE VIRGINIA DEPARTMENT 05 502 of TRANSPORTATION 201.01 9' WIC WITH ISLANI HANDI ON PV LIVI LIV 1 NOT • SCALE Lis gilhert we clif4 Engineers — Survey P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 k X ra • - 6" MIN a A 4. k PLAN X PLAN BENDS TEES COMPACTED OR UNDISTURBED EARTH (TYP.) [� 24"MIN 12" & LARGER PIPE F1 18"MIN 10" & SMALLER PIPE 45 m e, 4: < I r e SECTION X—X BENDS & TEES 6" MIN 18" MIN f ' Cn O � Q PLAN & ELEVATION PLUGS SIZE 14 BENDS 1 8 BENDS 1 16 BENDS1 TEES I PLUGS A B I I I I I I ID 4" 16" 10" 9" 10" 6" 8" 10" 1211 10" 21" 6" 16" 10" 9" 10" 6" 8" 10" 12" 10" 21" 8" 22„ 13" 12" 13" 8" 10" 13" 16" 12' 29" 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" 12" 29" 21" 16" 21" 11" 16" 18" 24" 16" 41" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18' 48" 16" 1.38" 1 27" 1 21" 27" 12 :24"E2„ 30" 20" 54" THRUST BLOCKS NOT TO SCALE f STMOUNTED NDICAP SIGN I CONCRETE / C`lnr 11iAI I/ CONCRETE BLOCK, TYPICAL 7- — HANDICAP RAMP I I \ I-�-- 8 1 /2' MIN. —i-I— 8' MIN. +-I ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA CRITERIA HANDICAP PARKING SPACE LAYOUT SCALE: 1 /4" = 1'-0" GRAPHIC SCALE: 1 /4" = 1'-0" 1/4 0 1 4 1 2 GRAPHIC SCALE: 1 ss = 20' 20 0 20 40 NORTHERN WATER TREATMENT PLANT sale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED associates, inc. FREDERICK COUNTY, VIRGINIA PROJECT FOURTEEN DRAW ING fanners — Water Quality C6 MISCELLANEOUS DETAILS AND NOTES SHEET 200 North Cameron St. Winchester, Virginia 22601 OF (540) 667-2139 111 FREDERICK COUNTY VIRGINIA CURVE TABLE v URVE I RAOIUS ARC I I. G CHORD LENGTH CHORD BEARING G1 75 .00' 207.40' 206.82' N 54'30'55' W F2 ".12' 9.19 59.14 N 42.26'43 W 3 550.19' 423.26' 413.23 1 N 16*36*59" W 4 22 7.59 .95 88.94 N 0610*54' E EX. QUARRY 34-rA-11 AGLOBAL ONEj CMEMSTONCO POfZAT10 !"�--- N73 Qp 1'OS' E` � OR 934 PG, 1838 N :: N 01.28'55" w / \� SIB 0 40.00' 46'28'S •..WE�NGRE��� 180 0 : • ' N 13'00'00" W 34-A-1 1A Q . 205.00' GLOBAL STONE 4 CHEMSTONE CORPORATION LA_D8. 934 PG. 1838 T 30' WATERLINE dt ELECTRIC ��ji •j ` / OWL- EASEMENT HEREBY GRANTED; ..� 1.7i... 20' WATERLINE ESMT _Ay 443 / HEREBY GRANTED 17.55' ki4z y * '.*. 163 bb S 84'45'41 W 294.00 120-00' N 50'00'53" W 1 123.00' G/L RAILROAD > / 33-A-1 bb oSIDING -: FREDERICK LA►V0, COMPANY, L+N. c�'rVATER-FACIIfTY �.W:. $48/006 LEASE PARCEL o '+IERE6Y G AN... 10.8269 ACRES / CA NOTE: �N 3T48'30" E 1. NO TITLE REPORT ` 241.00' FURNISHED. 40' MILROAD R/W �EXQLIARRY 2. MET{ S AND W. 272 PG. 569 BOWND5 OF N 64'49'34" E LA EASEMENTS DENOTE � \ 175.00' CENTER NE OF 25' HE�2EBY DEDICATED EASEMENT. AK-48 43' \ FOR (PUBLIC STREET g'- ��'" 20' DRAINAGE ESWT PURPOSES 0.2018 AQ HEREBY GRANTED RAO-F 75040' \ \ \ CHORD=N 64'17'54' W 48,02' , , \ � 84 45 41 W 370.30 BRUCETO'WN ROAD .�____rS 13'00'00" E RTE. 672 §4• 45'41" 332.00' 25.23' w Lf4SF PARCEL PLAT ON THE LAKD OF 'TH OF D GL OBA 5'TONE CHEMSTONE CORPORATION � S. W. Marsh STONEWALL MAGISTERIAL DISTRICT No. 001843 fREVER1CK COUNn, KRG1lr(IA LW7F' SCALE' 1 '=200' .SHE',ET 1 OF 2 ddND SURv$`lc4 Marsh & Legge Land Surveyors, P.L.C. 560 NOR11i LOPDOgN STREET - "CHESM, VIRGINIA 22801 DRAWN BY: JGB PHONE (W) "7-0468 N FA)( (540) 687-0409 KIIUE, m1l.130shentel.nct DWG NAME: LEASE VALVES LARGER THAN 12" NQMINAL $IZE SHALL aE E3UTTFRFLY VALVES MEGALUG � sr - VALVES SHALL BE RODDED TO ADJACENT TEES AND CROSSES WE VALVE NOT TO SCALE REVISIONS no. dote descri.ptiog< 1 2/a/01 REVISED PER VDH COMMENTS 2 1 5/17/01 REVISED PER COUNTY COMMENTS EX. QUARRY 100x100 WELL LOT EASEMENT '-, 20' INGRESS/EGRESS ESMT HEREBY GRANTED �' 34-A-11A GLOBAL STONE CHEMSTONE CORPORA DB. 934 PG. 183, y1W r .uu 1 / EX. QUARRY--S O _o a- 0) 34-A--11 FREDERICK LAND COMPANY, L.C. DB. 848 PG. 606 LINE TABLE L1 N 59"27 27 W 100.00' L2 N 30'32'33" E 100,00' L3 S 59'27*270 E 100.00' L4 S 30'32 33 W 100.00' LEASE PARCEL PLAT ON THE LAND Of' �TH OP y O fA `Grp CL 08W STONE CHEMSTONE CORPORATION S. W. Marsh STONEWALL MAGISTERIAL DISTRICT No. 001843 fREDERICK COUNTY, VIRG14%4 LW TE. 1/15/D 1 SCALE' 1 200' SHEET 2 Of 2 `4A'b s tr�v tia Marsh & Legge Land Surveyors, P.L.C. 560 NORTH LOUDOUN STREET - W NCHESTER, VIRGINIA 22601 DRAWN BY: JGB PHONE (540) 667-0468 - FAX (540) 667-0469 EVAI mHs*shentel.ne DWG NAME: LEASE THE WORD "WATER" OR "SEWER" CAST IN COVER AS APPLICABLE " DEEP CONCRETE 6COLLAR REQUIRED FOR NON PAVED AREAS CAST IRON VALVE BOX MECHANICAL JOINT RESILIENT SEAT GATE VALVE - MEGALUG WATER OR SEWER MAIN 8" X 8" X 16" CONCRETE BLOCK PAD REQUIRED FOR PVC PIPE JOB NO. by ckd. T.A.W. D.J.S. DATE: T.A.W. D.J.S. DESIGNED BY: DRAWN BY: APPROVED BY: THE WORD "WATER" CAST IN COVER 2' SQ. X 6" DEEP CONCRETE COLLAR REQUIRED FOR NON PAVED AREAS SIDE OPERA -TOR WITH 2" SQUARE OPERATING NUT- MEGALUG VALVES SHALL BE RODDED TO ADJACENT TEES AND CROSSES BUTTERFLY VALVE (VALVES LARGER THAN 12") NOT TO SCALE OCTOBER, 2000 D.J.S. T.A.W. D.J.S. CAST IRON VALVE BOX -MECHANICAL JOINT BUTTERFLY VALVE MEGALUG WATER MAIN c y�y s� y y IRS S 6E3T� 5i 00' IRS 1 t 4517 SQ fT t wAr RuVpSrAn6ltor�e 1J4tilS7U'S GV � W CCX/XX i'A14Mf OWAW7Y t � cr DO 812 PG 1671 c1 t � t f525' TO INTX. t 1 0 S. R TE. 1 i IAARTINSBURG PIKE y75 IRF Q a r,A- I4Ya! & �g - �' AkCiQAfS /4aw W PMFLWW17W RIW) CUR US IARC CHORD CHORD BEJIRNG A MUK C1 94 1 S0. --- 50.01 S 63'i 9 31 E n3"01 C2 g 1 97.11 97.0 1. NO 77af R19110PT FURYWS7-IED. 2 E'AsmcNT_S NAY r;&-, i TNAT ARE Nor 5Hojw. .1 IRS • - lRCW RQD SF7 20 C1 20 4Q ARF - IRON ROD FWA0 4. VOUNOARY NYFORMARON IS BASED CW A PLAT a ELUUT RYn M1iE, R. DATED AUGUST •s 1997 RE"G1ARDE77 SCALE: T +• 24+ IN D�IEW &CXW 891 AT PACW I M6. PIU T S,1G WVG Tx ofi NK4 W ~ STAB OT ro ff l.YiMNrmD ro y j 00(*1Y SOFTARN AU1flI VY Gir BW LAAO' a7 PC C � TJgt AWS G1r )w G1'x" P�UQIr' OWA" ty gawr S_ W, Marsh a® agar &2 PAID' 1921 No. 001843 S 0wowL Aua►s mw crsnwr Caw% wimmm _ LUTE-' J11312001 SCALE: 1 R20' .S )yrf7 1 ar 1 leId10 S u4L-400 Marsh & Legge Lend Surveyors, P.L. C. - "0 NORTH IDUWtW MWMT - YMCHM'M, VIRGMIA 22801 DRAWN BY: GW PEiONE (540) OV-04M FAX (540) D67--0489 ry 2HAD, m111l03hC0tt1net DWG NAME: ID2500 sanitary sewer main 0 finished arade w ye cast iron cleanout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (4") Panella Model PA6SV-CSK 6") - square concrete skid pad 20"x 20"x 12" deep aggregate base ( depth 3" ) cleanout pipe SDR 21 45' bend -- 6" stone bedding NOTE Where length of service lateral to exceeds 75' a• cleanout assembly shall be furnished at the property line. SEWER CLEANOUT NOT TO SCALE rilbert w. clif Engineers - Sum P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 IN NON PAVED AREAS PROVIDE BACKFILL COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D698. IN PAVED AREAS BACKFILL WITH VDOT NUMBER 21 A STONE, FULL DEPTH. COMPACT TO 95% MAXIMUM DENSITY PER ASTM D698. e 4 e e e v' v v.d d INITIAL TRENCH BACKFILL COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D698. e d v v.' d 6" MIN. d a EXTEND BEDDING TO 1,/8 PIPE a • DIAMETER, 4 INCHES. MINIMUM v ABOVE BOTTOM OF PIPE:. EXTENDA d ° e ' BEDDING TO PIPE CENTER LINE FOR ° PVC PIPE. a PIPE PIPE a e "Ae ° a e e BEDDING COMPACTED WITH PLATE TAMPER 6" MIN. BEDDING, INITIAL B�ACKFILL AND BACKFILL MATERIAL SHALL BE AN OPEN -GRADED COURSE STONE AGGREGATE MEETING VIRGINIA DEPARTMENT OF TRANSPORTATION REQUIREMENTS FOR SIZES NUMBER 68, 78 OR 8. BEDDING, INITIAL BACKFILL AND BACKFILL MATERIAL SHALL BE IMPORTED MATERIAL FROM AN APPROVED SOURCE. TYPICAL PIPE BEDDING DETAIL (PAVED AREAS AND OTHER AREAS WHEN IN -SITU MATERIAL IS UNSUITABLE) NOT TO SCALE TRENCH BACKFILL COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D698. - INITIAL TRENCH BACKFILL COMPACTED WITH PLATE TAMPER d d e e' a v v.d 4 v e d e v d v e e d� 6" MIN. d v :, e e d e • v e d e ° v d • v 8.,. MIN: 8'' AfiI e PIPE � PIPE - d d a e J ^ d e. ►�ON0�����0�.i3� BEDDING AND INITIAL BACKFILL MATERIAL SHALL BE AN OPEN -GRADED COURSE STONE AGGREGATE MEETING VIRGINIA DEPARTMENT OF TRANSPORTATION REQUIREMENTS FOR SIZES NUMBER 68, 78 OR 8. BEDDING AND INITIAL BACKFILL SHALL BE IMPORTED MATERIAL FROM AN APPROVED SOURCE. TRENCH BACKFILL SHALL BE IN -SITU EXCAVATED MATERIAL. THE CONTRACTOR SHALL TAKE CAUTION TO PREVENT CONTAMINATION OF BACKFILL MATERIAL. TYPICAL PIPE BEDDING DETAIL (NON PAVED AREAS) NOT TO SCALE GRAPHIC SCALE: 1 " = 200' 200 0 200 400 NORTHERN WATER TREATMENT PLANT scale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN C� iers - Water Quality MISCELLANEOUS DETAILS AND NOTES SHEET 200 North Cameron St. Winchester, Virginia 22601 OF (540) 667-2139 FREDERICK COUNTY VIRGINIA soc'ates, inc. i 1. SET THE POSTS. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG f6' MAX THE LINE OF POSTS. � t STONE ONE CONSTRUCTION ENTRANCE SILT FENCE CULVERT INLET r �� I ; _ % PR 0 TE C TION 51 r ENDWALL 70' MIN, i EXISTING 4" PAVEMENT STEEL OR WOOD /' A 3' POST -IMBED 3' • 5:1 i 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TOE of FILL CULVERT FILTER CLOTH g" MIN. MOUNTABLE BERM THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. A (OPTI❑NAL) INTO THE TRENCH. FILTER FABRIC SIDE ELEVATION Z r EXISTING GROUND 70' MIN. 10' MIN, Io o B WASH RACK . TOE of FILL (OPTIONAL) a 7 �y� FILTER FABRIC GROUND LINE SILT FENCE IS TOANCE WARDS EM6' MINIMUM BANKMENT IF FLOW l;t 12' MIN, * 1' 0' MIN, EXISTING FABR C EXTENSION ANDOF / FLOW „i PAVEMENT WIRE INTO •. THE TRENCH. DRAINAGEWAY INSTALLATION OPTIONAL STONE COMBINATION (FRONT ELEVATION) VDOT #1 ~� P❑SITIVE DRAINAGE 10' MIN. t w, CURSE AGGREGATE I TO SEDIMENT I 1.0, TRAPPING DEVICE ' MUST EXTEND FULL WIDTH A 3 �P�'' A' r V OF INGRESS AND EGRESS OPERATION PLAN VIEW 1 o B 40' ' ------ FLOW _ t \ / 2.5' i 12' MIN. ^Y 3„ MIN. t / `'� - - OE WHEN CLASS I RIPRAP VDOT #3, #357, /5, ;�56 OR g57 COARSE AGGREGATE 3" MIN. ro REPLACE SILT FENCE IN ' PECTESH � HIGH VELOCITY OF FLOW IS EXPECTED / POINTS A SHOULD BE HIGHER THAN POINT B. ' FILTER CLOTH J SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SECTION A - A DRAINAGEWAY .INSTALLATION DRAINAGE SITE PLAN (FRONT ELEVATION) e SCALE: " 200' 6' sF TEMPORARY SEDIMENT FENCE; VESC 3.05-2 - --- ---(WITHOUTIP CULVERT INLET PROTECTION Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. =..A: .. WIRE SUPPORT Str. No. From Area Q(10)cfs Inv. Out Top Elv. Type 4 �..' 4 �''' VESC 3.08-1 :, :_,. NOT TO SCALE 1.0 1.0 15.40 609.40 609.40 ES - 1 } •�'� ' � � ' A- NOT TO SCALE 2.0 2.0 8.79 616.00 616.00 ES - 1 - -- 3.0 3.0 2.36 623.70 623.70 Es 1 PIPE' OUTLET CONDITIONS R 0 CK CHECK DAM 4.0 4.0 5.30 612.70 612.70 ES - 1 REINFORCED CONCRETE DRAIN SPACE - 1 SECTION B-B A A I n(plostic) 0.0 0 2 ACRES OR LESS OF DRAINAGE AREA: Culvert Summary n(rcp) = 0.013 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 Culvert Inv. In Inv. Out L ft Din. S % Type 1.0 609.40 608.25 115 24 1.00 RCP Str. quarry ° 3do -- do I 6 �,0 616,00 615.70 30 18 1.00 RCP Str. Storm Channel D 3.0 616,00 625.70 70 15 1.71 RCP Str. Storm Channel E @TEMPORARY CONSTRUCTION ENTRANCE; VESC 3.02-1 PIPE OUTLET TO FLAT FILTER CLOTH 3' AREA WITH NO DEFINED OPTIONAL 4.0 612,70 612.30 40 15 1.00 RCP Str. Storm Channel A NOT TO SCALE CHANNEL (OPTIONAL) PLAN VIEW ------ STRUCTURE "4" IS NOT IN CONTRACT (DowlvsTREAM VIEW) L a VDOT #1 Drainage Area Summary Accumulated Total COARSE AGGREGATE - DA Area(ac) C CA T(c)min i(2)m1hr i(10)iiVhr Q(2)cfs Q(10)cfs o % j 1.0 3.20 0.31 3.36 15.0 3.3 4.6 11.2 15.4 d FLOW t'l 3' 2.0 3.39 0.34 1.52 9.0 4.3 5.8 6.5 8-8 3.0 0.69 0.50 0.35 5.0 5.3 6.8 1-8 2.4 SECTION A -A FILTER CLOTH KEY IN 8'-8'; RECOMMENDED FOR ENTIRE PERIMETER 4.0 2.53 0.34 0.86 7.0 4.8 6.2 4.1 5.3 - --- --- - A ---� 2-10 ACRES OF DRAINAGE AREA: A 3do (MIN.) d FINISHED FINISHED PIPE OUTLET TO WELL GRADE GRADE + DEFINED CHANNEL FILTER CLOTH 3 • �a PLAN VIEW (OPTIONAL) ---- I` -- - L a (DOWNSTREAM VIEW) CHLORINE SOLUTION d SEPARATE 1 1 /2" CONDUITS FOR > FEED PIPE SEAL PIPE CONTROL AND ELECTRICAL N MANHOLE CONDUIT �a. 0 COARSE AGGREGATE AG EGAT IN MANHOLE - z CONDUCTORS oSEAL Z ARE GR E 4• � PIPE �• g PIPE __ d FLOW �. � •.a SECTION A -A f � 1 3, a, FLOW MEASURING HEADS FILTER CLOTH KEY IN 8'-11'; RECOMMENDED FOR ENTIRE PERIMETER STRAPPED TO PIPE PER NOTES: 1. APRON LINING MAY HE RIPRAP, GROUTED RIPRAP, GAHION MANUFACTURERS RECOMMENDATIONS BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 6'-Q" PRECAST CONCRETE DOG HOUSE USING PLATES 3.18-3 AND 3.18-4. MANHOLE; VDQT TYPE B-2. PROVIDE 6'-0" PRECAST CONCRETE DOG HOUSE s. BLES1.6 THAAN 6 INCHES. TIMES THE XIMUM STONE DIAMETER, BUT NOT CLASS I RIPRAP 8" REINFORCED PRECAST CONCRETE BACKFILL AROUND MANHOLE; VDOT TYPE B-2. PROVIDE BACKFILL AROUND LID WITH VDOT TYPE IC-2 FRAME :. ---_- 8 REINFORCED PRECAST CONCRETE ` ' ' ' •' PIPE WITH SAND • • ' ' '' PIPE WITH SAND -ry SOURCE: VA. DSWC PLATE. 3.20-1 AND COVER LID WITH VDOT TYPE IC-2 FRAME OPIPE OUTLET PROTEC 1 ION CHLORINE SOLUTION FEED MANHOLE AND COVER FINISHED WATER FLOW METER MANHOLE VESC 3.18-1 FCD ROCK CHECK DAM: VESC 3.20-1 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE GRAPHIC SCALE: 1 " = 200' 200 0 200 400 REVISIONS - JOB NO. . �L,s,f f, AS NOTED NORTHERN WATER TREATMENT P� scale no. d to description b ckd. -- - � P Y inc.FREDERICK COUNTY SANITATION AUTHORITY 1 2/8/01 REVISED PER VDH COMMENTS T.A,W. D.J.S. DATE: O C T O B E R, 2000 ar g 11 e r t �v . c l l f a s O c a t e s, RED FREDERICK COUNTY VIRINIA 2 5/17/01 REVISED PER COUNTY COMMENTS T.A.W. D.J.S. - PROJECT FOURTEEN DRAWING DESIGNED BY: D.J.S. X} C8 j1�1� Engineers - Surveyb s L anners - Water Quality DRAWN BY: T.A.W. �` P.O. Box 781 MISCELLANEOUS DETAILS AND NOTES SHEET >L 150-C Olde Greenwich Dr. 200 North Cameron St. APPROVED BY: D.J.S. � >.=.;1�� Fredericksburg, Virginia 22404 Winchester, Virginia 22601 OF (540) 898-2115 (540) 667-2139 FREDERICK COUNTY VIRGINIA i A I1 on DATUM ELE 605.00 z GRASS LINED CHANNEL 3 A = 3 1 w 1 0 !A /» ... ..-0-W- M 1 . .. r......... A . NOT TO SCALE GRASS LINED CHANNEL 3 = 3 z � 0 WIDTH TRAPEZOIDAL SECTION NOT TO SCALE to 7 Ln to w 0 0 0 0 0 0 0 to rn rn It o O O 0 Ln N N N tV N tV N N N N N N N NO r r to to to to to to to to to to to to D!lC11 Gil QiE..ft A 8 C 0 E1 E2 F Q(2)cfs 1.8 4.1 1.2 11.2 4A 6.5 4.9 5 3 8.8 fi.4 , o+oa „+o0 12+00 , 3+00 , 4+00 , 5+00 , s+oo , 7+00 , 61+00 , s+Q(10jcfs 2.4 5.3 1.6 15.4 ao 20+0o Ditch Type TRAP TRAM' V V TRAP d' V A STORM CHANNELS » » »D » de»E » Channel Slope (ftlft) 0.00t3 0.012 �3.016 0.023 0.0088 0.00$8 0.010 . W dth(ft) 4.0 78 0.0 0.0 9.2 0.0 0,0 SS (x:11 3 3 3 3 3 3 3 Manning's n 0.08 0.08 0-08 0.06 0.08 0.08 0.06 Flow Area (sgft) 2.21 3.91 1.21 4.32 451 18.75 3.18 630 VJetted Perimeter (ft) 6.66 10.52 4.11 7.59 11.92 15.61 6.51 CHANNEL 90 8" CHANNEL "F" Trial Q (cfs) 1.8 4.1 1.4 1112 4.1 36.1 4.9 Trial Depth 2yr (ft) 042 0.43 0.65 1.20 0.43 2.50 1.03 EXISTING GRADE Depth 10 yr (ft) 0.5 0.5 0.7 1.35 05 2 1.14 2-Yr Velocity (fps) 0.80 1.05 1.07 2.60 091 1.96 1.54 PROVIDE FILL Mirninun ditch depth (ft) 1.5 1.5 1.7 2.4 1.5 3.0 2.1 TOP OF CHANNEL tm9 EC-2 EC - 2 EC - 2 EC - 2 EC - 2 FC • 2 FC - 2 M fni num gnir g wi(ft- l'ft) 13.0 16.8 10.2 141 18.2 18.0 12.8 TOP OF CHANNEL EXISTING GRADE .. 620 _ __ _ MIN. DEPTH a 1.5' -- _. , INVERT OF CHANNEL �-STRUCTURE 4 �-TOADE DITCH DAYLIGHT 6 II Z `O Z tV DATUM ELE - 605.00 0 N N to m N N l0 11 +00 REVISIONS no. date description 1 1 5/17/011 REVISED PER COUNTY COMMENTS INVERT OF CHANNEL - - MIN. DEPTH = 2.11 II + ZO O �N Q N z c0 c0 m rn 0 O o 0 0 O I� c0 to tp tD to N tp t0 t0 tD (O t0 t0 12+00 13+00 14+00 STORM CHANNELS "B" & "F" JOB NO. by ckd. T.A.W. D.J.S. DATE: DESIGNED BY: DRAWN BY: APPROVED BY: OCTOBER, 2000 D.J.S. T.A.W. D.J.S. 15+00 XLT rA s a r/C VA t 16+00 STA. W. r 17+00 620 DATUM ELEV 610.00 10+00 to] ►►, ■:►► gilbert w. cliffor Engineers - S P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 MIN. DEPTH = 1.7' associates, inc. GRAPHIC SCALE: 1 5 0 5 10 GRAPHIC SCALE: 1 " = 503 50 0 50 100 NORTHERN WATER TREATMENT PLANT scale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN CA -A iers - Water Quality DITCH PROFILES SHEET 200 North Cameron St. Winchester, Virginia 22601 OF (540) 667-2139 FREDERICK COUNTY VIRGINIA no. RAW WATER PUMP RAW WATER PUMPS PUMP DISCONNECT PUMP DISCONNECTS NEW 480 VOLT, 3 PHASE, 4 ARE 2000 AMP SERVICE TO REPLACE EXIST. STRUCTURAL SUPPORT FOR DISCONNECT r 1111 I, VLr I I I, JILLJ, hI'V QUANTITIES OF CONDUIT (TYP) rFUTURE DISCONNECT - - STRUCTURAL -� � SUPPORT FOR i DISCONNECT POWER RISER DIAGRAM NO SCALE SEE SHEET E-5 FOR DUCT BANK REQUIREMENTS PROPANE GAS GENERATOR 75 K VA #6 GROUND PER NEC REVISIONS PROJECT NO. date dtieription by ckd. • DATE: JANUARY, 2001 DESIGNED BY: MEO DRAWN BY: BES APPROVED BY: MEO #6 GROUND PER NEC IJ ■ ►�0 A LJ A COORDINATE LIGHT FIXTURE LOCATIONS WITH INFRARED HEATERS, PIPING, ETC. LIGHTS SHALL BE ABOVE HEATERS - TYPICAL. ALL 1'x4' LIGHTS SHOWN ARE TYPE 'A' D a b c d C -17 3S3 S3S3 S3 C-1 TO SWITCH a TO SWITCH c C-7 ' C-5 � TO ALL 1'x4' LIGHTS SHOWN SWITCH b ARE TYPE 'A'. SEE SHEET E-2 FOR ELECTRICAL C-17 EQUIPMENT LAYOUT \ D \ W ALL 1'x4' LIGHTS SHOWN ARE TYPE 'A'. ALL 1'x4' LIGHTS SHOWN ARE TYPE W. C CONTROLS/OPERATIONS BUILDING — LIGHTING PLAN SCALE: 1 /8" = 1'-O" —V, X-5 ALL 1'x4' LIGHTS SHOWN ARE TYPE 'A' COORDINATE LIGHT FIXTURE LOCATIONS WITH INFRARED HEATERS, PIPING, ETC. LIGHTS SHALL BE ABOVE HEATERS - TYPICAL. ALL 1'x4' LIGHTS SHOWN ARE TYPE 'A' 4LL 1'x4' LIGHTS SHOWN ARE TYPE 'A' D D C-17 5 ALL 1'x4' LIGHTS SHOWN ARE TYPE 'A' O'Connell & Associates, P.C. CONSULTING ENG INEERS 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540— 898-1076 PROJECT #: 00340 scale - NORTHERN WATER TREATMENT PLANT AS NOTED gilbert w. c l i f f o r d & associates inc. FREDERICK COUNTY SANITATION AUTHORITY DRAWING FREDERICK COUNTY, VIRGINIA I� tj',L�'• �_ " PROJECT FOURTEEN El � 'U' Engineers - Surveyors - Land Planners - Water Quality — SHEET P.O. Box 781 OPERATIONS BUILDING LIGHTING PLAN 150—C Olde Greenwich Dr 200 North Cameron St ¢S OF 15 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 FREDERICK COUNTY VIRGINIA no. PROCESS CONTROL BY OTHERS CKT LC-11----� CX I I (EXAMPLE CKT) L - - - - J CX I I A_ \ I I REC FOR GROUND PROVIDE AS "NO" FLUORIDE OR "NC" TYPE AS METERING REQUIRED BY PUMP EACH CKT (EXAMPLE) PROVIDE CONTACTOR WITH 120V CONTACTS IN QUANTITY TO SERVE EACH CKT/EQPT PIECE AS REQUIRED BY PROCESS (TYPICAL) NOTE: COORDINATE ALL REQUIREMENTS WITH THE PROCESS CONTROL PROVIDER, OPERATIONAL REQUIREMENTS, FIELD LOCATIONS, AND DEVICES UTILIZED (TYP. FOR EACH CKT AND EQPT PIECE) RELAY, CND, CABLING, CONNECTIONS, REC, AND COORDINATION BY THE ELECTRICAL CONTRACTOR (TYP EACH CKT) TYPICAL GC6 CONNECTION DETAIL NO SCALE DRAWING NOTES: 1. PROVIDE THE SAFETY SWITCHES AND CIRCUITING AS FOLLOWS: CU-1: 208V, 3PH, 25.5 MCA - PROVIDE 240V, NEMA 3R, 3 POLE, 60 AMP FSS, FUSED AT 40 AMPS. RUN 3 #8 + 1 #10 GROUND IN 1" CONDUIT. PRV-5, 6 & 7: 208V, 3PH, 5 HP - RUN 3 #8 + 1 #10 GROUND IN 1" CONDUIT FOR EACH. EUH-1 & 2: 208V, 1PH, 5 KW - RUN 2 #8 + 1 #10 GROUND IN 1" CONDUIT FOR EACH. EWH: 208V, 3PH, 5000 WATTS - PROVIDE 240V, 3 POLE, 30 AMP NFSS. RUN 3 #10 + 1 #10 GROUND IN 3/4" CONDUIT. FILTERED WATER PUMPS: 480V, 3PH, 40 HP - PROVIDE 48OV, 3 POLE, 100 AMP NFSS AND RUN 3 #2 + 1 #6 GROUND IN 1-1/2" CONDUIT TO NFSS AND MCC FOR EACH AIR COMPRESSOR: 480V, 3PH, 3 HP - PROVIDE 48OV, 3 POLE, 30 AMP NFSS AND RUN 3 #12 + 1 #12 GROUND IN 3/4" CONDUIT TO NFSS AND MCC. BLOWER UNITS: 48OV, 3PH, 30 HP - PROVIDE 480V, 3 POLE, 100 AMP NFSS AND RUN 3 #2 + 1 #6 GROUND IN y 1-1/2" CONDUIT TO NFSS AND MCC FOR EACH. 2. RAW WATER PUMPS: 480V, 3PH, 100 HP - PROVIDE 480V, 3 POLE, NEMA 3R, 400 AMP NFSS FOR EACH. PROVIDE MOUNTING STRUCTURE FOR NFSS PER CODE AND SECURE NFSS TO STRUCTURE. RUN 3 #350 + 1 #3 GROUND IN 3-1/2" CONDUIT TO NFSS AND MCC FOR EACH. ALSO RUN TWO 4" EMPTY CONDUITS TO SAME LOCATION FOR FUTURE USE. RUN 3 #1 /0 + 1 #6 GROUND IN 2" CONDUIT TO PANEL AT EACH FLOATING PLATFORM. COORDINATE REQUIREMENTS. PROVIDE CODE ACCEPTABLE FLEXIBLE WATERPROOF CONDUIT WHEREVER CONDUIT IS INSTALLED IN THE WATER. 3. MOTOR OPERATED DOOR: 120V, 1PH, 112 HP - COORDINATE WITH DOOR SUPPLIER PRIOR TO INSTALLATION AND PROVIDE ALL COMPONENTS AND WIRING NECESSARY FOR A COMPLETE AND OPERATING DOOR SYSTEM. 4. HOIST: 208V, 1PH, 3HP - PROVIDE 240V, 2 POLE, 60 AMP NFSS AND RUN 2 #6 + 1 #8 GROUND IN 1" CONDUIT TO NFSS AND PANEL. COORD. LOCATION & ALL REQUIREMENTS PRIOR TO INSTALLATION. FOR IH-1 "OTORIZED OVERHEAD DOOR - 120V, /2HP, SEE NOTE 3. �J- J J v TO CEF-3----�'- 3 C-8 C-10 STARTER C-6 120V TO 120V TO C-12 PRV-6 120V TO C-2 X-16 P-20 STARTER PRV-7 STARTER STARTER J SV 204 SV 104 SV 206 SV 106 MCCB1 MCCAt SV 304 SV 306 30 + CEF-3 _ 30 40OW, 120V GC C. GC C_ 2 GC C-14 C-1 GC 5V 303 SV 307 � MCCB2 P-12,14 C- 4 GC ' C-,B __ EUH-2 208V, 1PH, 5KW Sv 207 RECEPTACLES INDICATED WITH "C" DENOTE THAT CONTRACTOR SHALL COORDINATE WITH PROCESS CONTROLS REQUIRED, AND SHALL PROVIDE RELAY WITH CONTACTS TO INTERCEPT POWER TO REC, VIA RELAY, TO ACCOMODATE THE REQUIRED CONTROL SEQUENCE OR ON/OFF OPERATION OF THE SPECIFIED REC DEVICE. SEE CONNECTION DETAIL THIS SHEET FOR TYPICAL APPLICATION (TYP) CONDUIT FOR ALL CONTROL WIRING AND CONNETIONS SHALL BE BY ELECTRICAL CONTRACTOR. COORDINATE CLOSELY WITH THE CONTROLS AND PROCESS EQPT PROVIDER TO DETERMINE ALL REQUIRED CND LOCATIONS AND SIZING DATA; KNOWN LOCATIONS ARE INDICATED WITH "CP" NOTATION. USE 3/4" MIN SIZE CND FROM THE DEVICE OD EQPT TO THE THE REQUIRED RECORDER, CONTROLLER, EQPT, ETC. AS REQUIRED (TYP) METER SOCKET SV 309 P-16,18 HOIST SEE NOTE 4. C-26 `Y SV 103 GC GC C GC C-24 C- 28 GC SV 107 sv 109 - GC C- 30 C- 21 C- 23 C- 25 GC GC GC SV 305 SV 205 SV 105 SAMPLE SAMPLE PUMPS C-19 PUMPS CS-3 V� FOR IH-3 GC GIC GC GC CS-5 GC GC CS-t 1' I `r CS-11 GC GC GC GC GC GC GC GC GC X-11 GC CS-7 ^ P P ' CS P GC MCCC3 CS, _1'3 _ sv 108 40 40 CS-17 40 rat MCCC2 SV 308 CS-15 V301 J �SV101 CU-1 i 208V, 3PH, 25.5MCA % C/T CABINET MOTOR CONTROL P CENTER (MCC) F-120V, TO PRV-2 STARTER SIX 4" CND, ROUTED TO LOCATION AS COORDINATED CS-8 X-4 WITH UTILITY; PROVIDE UNDERGROUND CONDUIT TO X-2 X-6 TRANSFORMER; COORDINATE ROUTE, QUANTITY, AND SIZE OF CND, AND OTHER RELATED ISSUES. J J ROUTE EMPTY 4" CND FROM INTERIOR TEL CAB TO LOCATION AS COORDINATED WITH TEL UTILITY; COORDINATE CND SIZE AND PATH WITH SITE, OWNER, AND UTILITY THOROUGHLY PRIOR TO START OF WORK. PROVIDE EXTERIOR WALL-MTD JB AS REQUIRED BY UTILITY, WITH CND STUB UPS TO AND FROM THE JB TO SERVE INTERIOR AND EXTERIOR CABLING NEEDS. PROVIDE INDEPENDENT GROUND PER NEC. REVISIONS PROJECT NO. date description by ckd. DATE. JANUARY, 2001 DESIGNED BY: ME'+,O DRAWN BY: BES APPROVED BY: MEO PANEL (PCP) PANEL (PLP) I-1 PUMP CONTROL PLANT CONTROL AOUARITROL III X-8 CS-10 #8 P-25 CS- 12,1 a -117 PRV-1 1 /3HP, 120V GUH-1 1 /35HP, 120V `120V TO PRV-1 STARTER l� ;;,1GHAFi / r FtS O ; 2001 gilberat w. Clifford & associates, inc. Engineers - Surveyors - Land Planners - Water Quality P.O. Box 781 150-C Olde Greenwich Dr. 200 North Cameron St Fredericksburg, Virginia 22404 Winchester, Virginia 22601 GC MCCC1 P-1,3,5 - EUH-1 208V, 1PH, GC �cs-a SV 202 SV 201 GC GC CS-6 LSV 102 � � i goo \ goo I ioo I P-36,38 P-40,42 I P-32,34 I I FUTURE '_1�3 Lb FOR IH-2 RIVER WATER PUMPS - SEE SITE PLAN FOR LOCATION AND SEE NOTE 2. M C C D 1 _1011MCCD2 X-12 C-27 `C- FOR IH-4 X-13 IGC P P GC C- 29 +10' FOR EXTERIOR TELEPHONE BELL X-"1 SUMP PUMP 5 � 5KW PRV-5 PRV-6 PRV-7 208V, 3PH, 5HP 208V, 3PH, 5HP 208V, 3PH, 5HP P-7,9,1oo-1 P-13,15,17 P-19,21,23 PRV- 2 CS-18 CS-26 1 /4HP, 120V CS-3 S S P-31,33,35 X-20 WH-1 D 150OW 120V EWH - 5KW, 208V, 3PH 0 + 57" G G G G G X-14� ABOVE CEILING P-4 ;z,, CS-2P- H-2 WH-3 150OW 150OW 120V 120V GF-1 43�41­!P, 120V X_10 P-6 CS-22 CS-24 D LWH-4 150OW 120V CS-28 CONTROLSZOPERATIONS BUILDING - POWER PLAN SCALE: 1 /8" = 1'-0" O'Connell & Associates, P. C. CONSULTING ENG INEERS 6103 N Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 0034C NORTHERN WATER TREATMENT PLANT FREDERICK COUNTY SANITATION AUTHORITY FREDERICK COUNTY, VIRGINIA PROJECT FOURTEEN OPERATIONS BUILDING - POWER PLAN J C'. CS-34 �120V TO PRE P-29 X - 1 CS-29 GUH-3 CS- 21 CS-3-1 PRV-3 1/50HP, 120V CS- 9 C -23 CS- 7 C5=33 1 2HP, 120V CS- 35 CS- S- 37 ;P GC ;P C - 1 3/4 3/4 3/4 ;P GC C C C C C C C C C 3/4 3/4 3/4 3/4 3/4 3/4 WP GUH-2 1 /50HP, 120V scale AS NOTED DRAWING E2 SHEET 4-� OF S l FREDERICK COUNTY VIRGINIA no. I date DESCRIPTION TRIP A B CT T 1 +' �- 2 3 4 5 —' - 6 7 8 9 �� 10 11 12 13 — 14 15 16 17 18 19 20 TRIP DESCRIPTION EXTERIOR LIGHTS 20 20 RECEPTACLES LIGHTS RECEPTACLES FLOW METER GUH-4 & 5 PRV-5 20 HOIST RECEPTACLES --- LIGHTS --- LIGHTS 35 SUMP PUMP LIGHTS --- RECEPTACLES --- PRV-8 20 SPARE /ALL I - LI : ' , ' 1 ' i -.'-- ARE TYPE 'A' IN THIS ROOM. PUMP BUILDING - LIGHTING PLAN SCALE: 1 /4" = 1'-0" It MOTORIZED DAMPER, TIE INTO PRV-8 STARTER J PRV-8 1 /2HP, 120V FW-19 4 #3/0 + 1 #6 T GROUND IN 3" GUH-6 PVC TO 1 /35HP, 120V CONTROL BLDG. FW-17 MOTOR RUN, FAIL, HIGH 1 FW-21 LEVEL ALARM CONDUCTORS UGE TO UGE TO UGE TO UGE TO UGE TO UGE TO UGE TO IN 2" CONDUIT TO PCP MCCG MCCH MCCI MCCJ MCCK 1 MCCF1 MCCF2 GROUND ROD LOCATION �rTO BE DETERMINED ON SITE #6 COPPER IN 1" CONDUIT / /::l Ep E� IN.PANEL "FW' / FW-14, I FW-7 16,18 I / It I 150 150 150 150 150 100 100 t/ HOIST GC FW-2 FW-8,10,12 FW-6 SUMP PUMP '5 PRV-4 GC PUMP CONTROL VALVE — TYPICAL FOR 7 GC GC \--► FW-24 FINISHED WATER PUMPS, TYPICAL OF FIVE F W— 4 I IGUH-4 NOTE: PROVIDE ONE PAIR OF SWITCH WIRES IN 1 /35HP, 120V CONDUIT FROM PUMP CONTROL VALVES TO PUMP CONTROL PANEL IN MAIN BLDG. FOR EACH PUMP. PUMP BUILDING - POWER PLAN SCALE: 1 /4" = 1'-0" DRAWING NOTES: 1 PROVIDE THE SAFETY SWITCHES AND CIRCUITING AS FOLLOWS: FINISHED WATER PUMPS: 48OV, 3PH, 150 HP — PROVIDE 48OV, 3 POLE, 300 AMP NFSS AND RUN 3 #350 + 1 #3 GROUND IN 3-1/2" CONDUIT TO NFSS AND MCC FOR EACH. BACKWASH (PUMPS: 48OV, 3PH, 100 HP — PROVIDE 48OV, 3 POLE, 400 AMP NFSS AND RUN 3 #350 + 1 #3 GROUND IN 3-1/2" CONDUIT TO NFSS AND MCC FOR EACH. HOIST: 208V, 3PH, 2 HP — PROVIDE 208V, 3 POLE, 30 AMP NFSS AND RUN 3 # 12 + 1 #12 GROUND IN 3/4" CONDUIT TO NFSS AND PANEL, COORDINATE ALL REQUIREMENTS PRIOR TO INSTALLATION. GC E F GUH-5 1 /35HP, 120V MOTORIZ-L-U Ur+mr uN, 120V, TIE INTO PRV-4 STARTER O'Connell & Associates, P.C. CONSULTING ENG IN EERS 6103 N Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 00340 REVISIONS PROJECT NO. vICFIAEl f. �•`�(}r' (� 2otJ1 . . . inc. 11bert W. c11fford & associates, Engineers - Surveyors - Land Planners - Water Quality P.O. Box 781 150—C Olde Greenwich Dr. 200 North Cameron St Fredericksburg, Virginia 22404 Winchester, Virginia 22801 NORTHERN WATER TREATMENT PLANT FREDERICK COUNTY SANITATION AUTHORITY FREDERICK COUNTY, VIRGINIA PROJECT FOURTEEN — PUMP BUILDING ELECTRICAL PLANS FREDERICK COUNTY VIRGINIA scale As NOTED descrlytion by ckd.°9,:_ DATE: JANUARY, 2001 DRAWING E 3 SHEET + OF S DESIGNED BY: MF,+'Q DRAWN BY: BES APPROVED BY MEO PANEL "BP" MOTORIZED DAMPER- 120V INTERLOCK WITH IEF-2 STARTER J 2" EMPTY CONDUIT BP-3/ TO PROPERTY LINE % FOR TELEPHONE SERVICE --� BP-6 S3 100 MOTOR STARTERS / BP-1 TRANSFORMER �a 30 AMP MAIN \ A"� A SAFETY SWITCH 100 METER BASE C/T CABINET �� BP- BP-9,11 S3 EUH 4 a #6 COPPER IN 3/4" CONDUIT 5KW-1PH-208V GROUND ROD LOCATION 400 AMP MAIN TO BE DETERMINED AT�� SAFETY SWITCH 0 THE SI TE P-5 WP t%tAM r 3HP & COORD. SUPPLII APPROI ALL TYPE "A" FIXTURES SHALL BE MOUNTED AT BOTTOM OF JOISTS �_--- IEF - 2 1/ A BP-7 BOOSTER PUMP BUILDING — ELECTRICAL PLAN SCALE: 1 /4" = 1'-0" DESCRIPTION TRIP 1 1 3 5 -� 7 9 11 — 13-14 15 -ram 17 19 - 121 123 -ram ABC 2 4 6 8 10 —12 ^ 16 18 20 22 241 TRIP DESCRIPTION LIGHTS 20 20 SPARE RECEPTACLES 20 20 EXTERIOR LIGHTS RECEPTACLES 20 20 TELE RECEPTACLE IEF-2 20 20 SPARE EUH-4 35 20 SPARE -- - -- 20 SPARE SPARE 20 SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE 1 1 SPACE SPACE 1 1 SPACE MAIN CIRCUIT BREAKER: 22K (VERIFY) A.I.C. SYMMETRICAL BRANCH CIRCUIT BREAKER: 10K (VERIFY) A.I.C. SYMMETRICAL MAINS: 60 AMP MCB SQUARE D NQOD VOLTAGE: 120/280V 3PH, 4W, SN TOTAL NUMBER OF POLES: 24 MOUNTING: SURFACE LOCATION: WALL PANELBOARD DESIGNATION: BP no. I date REVISIONS PROJECT NO. descrlytion by ckd. SWITCH FOR LIGHT SWITCH FOR —s FAN MOTORIZED DAMPER- 120V INTERLOCK WITH IEF-1 STARTER DRAWING NOTES: 1. PROVIDE THE SAFETY SWITCHES AND CIRCUITING AS FOLLOWS: CHLORINE EJECTOR PUMPS: 480V, 3PH, 3 HP - PROVIDE 48OV, 3 POLE, 30 AMP NFSS AND RUN 3 #10 + 1 #12 GROUND IN 2" CONDUIT TO NFSS AND MCC FOR EACH. EUH-3: 208V, 3PH, 7.5 KW - RUN 3 #10 + 1 ##10 GROUND IN 3/4" CONDUIT TO PANEL. HOIST: 208V, 3PH, 2 HP & 1/2 HP - PROVIDE 208V, 3 POLE, 30 AMP NFSS AND RUN 3 #8 + 1 #10 GROUND IN 1" CONDUIT TO NFSS AND PANEL. COORDINATE ALL REQUIREMENTS PRIOR TO INSTALLATION. EUH-4: 208V, 1PH, 5 KW - RUN 2 #8 + 1 #10 GROUND IN 3/4" CONDUIT TO PANEL. BOOSTER PUMPS: 480V, 3PH, 100 HP - RUN 3 ##4/0 + 1 ##4 GROUND IN 3" CONDUIT TO MOTOR STARTER FOR EACH. 15 KVA DRY TYPE TRANSFORMER- 480 DELTA TO 208/120 WYE, MOUNT HIGH ON WALL 4 ##6 + 1 #j8 GROUND IN 1-1/4' CONDUIT II BP PROVIDE GROUND AS REQUIRED FLOOR 3 # 10 IN 1 CONDUIT l 30 AMP MAIN SERVICE DISCONNECT, SE RATED PUMP MOTOR STARTERS - REDUCED VOLTAGE AUTO TRANSF. WITH PHASE LOSS PROTECTION 4 ##4/0 + 1 #4 GROUND IN 3' CONDUIT — TYPICAL 240V, 3 POLE, 200 AMP, SN SERVICE ENTRANCE RATED MAIN SERVICE SWITCH, FUSED AT 200 AMPS TYPICAL FOR 2 1-1/4- CONDUIT nMETER SOCKET C/T COMPARTMENT 4 #j50OKCMIL IN 4" CONDUIT 4 ##500KCMIL + 1 ##3 GROUND IN 4' CONDUIT GRADE RUNt4 /0 GROUND CONDUCTOR PROVIDE WIRE TROUGH AS REQUIRED WITH TO GROUND RODS 4 #j50OKCMIL + 1 #/3 GROUND PERUN BUILDING STEEL _ 2 4" EMPTY CONDUITS TO POWER CO. TRANSFORMER COORD. REQUIREMENTS WITH NOTE: PROVIDE LIGHTNING SURGE ARRESTOR AND POWER COMPANY SECONDARY CAPACITOR FOR THE SERVIICE 48OV, 3PH, 4W, 400AMP SERVICE BOOSTER PUMP BUILDING POWER RISER DIAGRAM DATE: JANUARY, 2001 DESIGNED BY: MEO DRAWN BY: BES APPROVED BY: MEO NOT TO SCALE COORD. REQUIREMENTS 3) SEE FAN CONTROL DIAGRAM CHLORINE EJECTOR PUMPS 3HP-3PH-480V (EACH) MCCCA2 N► MCCCA3 PANEL "CL" GROUND ROD LOCATION TO BE DETERMINED AT THE SITE #6 COPPER IN 1" CONDUIT 4—#1 & #6 GROUND IN 2" PVC TO CONTROL - WH-5 BUILDING [n w— Wm--/utsv 1 PVC TO TELEPHONE PANEL IN CONTROL BUILDING OR NOTES 1. ALL CONDUIT TO BE PVC. 2. ALL RECEPTACLES TO BE CORROSION RESISTANT 3. ALL ELECTRICAL BOXES IN CHLORINE ROOM TO BE NEMA-4X CHLORINE BUILDING — ELECTRICAL PLAN SCALE: 1 /4" = 1'-0" DESCRIPTION TRIP 1 3 5 -ram 7 9 11 13 --� 15 17 19 21 -ram 123 A ®C — 2 4 — 6 8 —10 12 — 14 16 —18 20 — 221 24 TRIP DESCRIPTION LIGHTS 20 20 CHLORINE SENSOR RECEPTACLES 20 20 EXTERIOR LIGHTS RECEPTACLES 20 20 RECEPTACLES PRV-4 20 20 SPARE WH-5 20 30 EUH-3 ----- ----- BEAM HOIST 30 ----- - - - - - 20 SANITARY PUMP ----- --- SPACE 20 SPACE SPACE 1 SPACE SPACE 1 1 1 SPACE MAIN CIRCUIT BREAKER: 22K (VERIFY) A.I.C. SYMMETRICAL BRANCH CIRCUIT BREAKER: 10K (VERIFY) A.I.C. SYMMETRICAL MAINS: 100 AMP MCB SQUARE D NQOD VOLTAGE: 120/280V 3PH, 4W, SN TOTAL NUMBER OF POLES: 24 _ MOUNTING: SURFACE LOCATION: PUMP ROOM OF CHLORINE BLDG. PANELBOARD DESIGNATION: CL � s LT H p,, �. f�. g *Ibert w. clifford & associates, inc. '-1 MICHAEL E. O'CONNELL No 21152 Engineers - Surveyors - Land Planners - Water Quality BO 2oQ�. P 0. Box 781 160—C Olde Greenwich Dr. 200 North Cameron St. i Fredericksburg, Virginia 22404 Winchester, Virginia 22601 O'Connell & Associates, P.C. CONSULTING ENG INEERS 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540- 898-1076 PROJECT #: 00340 scale NORTHERN WATER TREATMENT PLANT AS NOTED FREDERICK COUNTY SANITATION AUTHORITY FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN E4 SHEET CHLORINE BLDG & BOOSTER BLDG ELECT. FREDERICK COUNTY VIRGINIA 4a OF S GENERATOR MAN HOLE - TYE PROPANE TANK UG LP GAS LINE' COORD. ROUTING IN FIELD, SIZE PI GAS COMPANY RECCOMENDATIOIN BUILDING MOUNTED LIGHT - TYPICAL 2" CONDUIT STUBBED AND CAPPED - TYPICAL 0 30 AMP NEMA 3R FSS PROVIDE STRUCTURE FOR MOUNTING OLE - TYP. 1 MH � C 200 AMP NEMA 3R FSS, PROVIDE STRUCTURE FOR MOUNTING no. I date FW-5 FW METER - RUN 1" CONDUIT TO ELECT. ROOM IN MAIN BUILDING IN ADDITION TO POWER REVISIONS -- PROJECT NO. deserlyUon by ckd. DATE: JANUARY, 2001 DESIGNED BY: MEO DRAWN BY: BES ONE PUMP FOR FUTURE 00 00 SEE SHEET E-2 FOR ADDITIONAL INFORMATION AND CIVIL PLANS 100 FOR LOCATION. CIRCUITING SHALL FOLLOW THE 24" WST PIPE PATH TO MAN HOLE ELECTRICAL SITE PLAN SCALE: 1 " = 50' F E B 0 a. 2001 DUCT BANK SCHEDULE MARS QUANTITY SIZE FROM TO SERVICE REMARKS A FIVE 4" UTILITY XFMR. MCC CT CABINET POWER DELIVERY COORDINATE SIZE AND NO. ONE 4" UTILITY XFMR. TEL BACKBOARD TELEPHONE SERVICE WITH UTILITY AND SITE; SEE ONE -LINE DIAGRAM G THREE 4" RAW WTR PMPS MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; TWO 2" RAW WTR PMPS CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES TWO 4" RAW WTR PMPS MAIN ELECT, ROOM SPARE THREE 2" WELL PUMPS CONTROLLERS CONTROLS/DATA THREE 2" FLOATING PMPS PANEL "P" 208 VAC POWER ONE 1" SITE LIGHTS PANEL "C" 208 VAC POWER TWO 2" CHLORINE BLDG. MCC 480 VAC TO P.S. ONE 1" CHLORINE BLDG. CONTROLLERS CONTROLS/DATA ONE 2" CHLORINE BLDG. PANEL `X" 208 VAC POWER TWO 2" CHLORINE BLDG, MAIN ELECT. ROOM SPARE ONE 4" RAW WTR PUMP MCC 480 VAC TO P.S. TWO 1" RAW WTR PUMP CONTROLLERS CONTROLS/DATA ONE 4" RAW WTR PUMP MAIN ELECT. ROOM SPARE SEVEN 4" BACKWASH BLDG. MCC 480 VAC TO P.S. ONE 3" BACKWASH BLDG. PANEL "'X" 208 VAC POWER ONE 1" BACKWASH BLDG. CONTROLLERS CONTROLS/DATA ONE 1" BACKWASH BLDG. MAIN TELE. EQUIP. TELEPHONE TWO 2" BACKWASH BLDG. MAIN ELECT. ROOM SPARE C SEVEN 4" BACKWASH BLDG. MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; ONE 3" BACKWASH BLDG. PANEL `X" 208 VAC POWER SEE PANEL SCHEDULES ONE 1" BACKWASH BLDG. CONTROLLERS CONTROLS/DATA ONE 1" BACKWASH BLDG. MAIN TELE. EQUIP. TELEPHONE TWO 2" BACKWASH BLDG. MAIN ELECT. ROOM SPARE D TWO 2" CHLORINE BLDG. MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; ONE 1" CHLORINE BLDG. CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES ONE 2" CHLORINE BLDG. PANEL "Y' 208 VAC POWER TWO 2" CHLORINE BLDG. MAIN ELECT. ROOM SPARE ONE 4" RAW WTR PUMP MCC 480 VAC TO P.S. TWO 1" RAW WTR PUMP CONTROLLERS CONTROLS/DATA ONE 4" RAW WTR PUMP MAIN ELECT. ROOM SPARE SEVEN 4" BACKWASH BLDG. MCC 480 VAC TO P.S. ONE 3" BACKWASH BLDG. PANEL "X" 208 VAC POWER ONE 1" BACKWASH BLDG. CONTROLLERS CONTROLS/DATA ONE 1" BACKWASH BLDG. MAIN TELE. EQUIP. TELEPHONE TWO 2" BACKWASH BLDG. MAIN ELECT. ROOM SPARE E TWO 2" CHLORINE BLDG MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; ONE 1" CHLORINE BLDG. CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES ONE 2" CHLORINE BLDG. PANEL "Y' 208 VAC POWER TWO 2" CHLORINE BLDG. MAIN ELECT. ROOM SPARE F ONE 4" RAW WTR PUMP MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; TWO 1" RAW WTR PUMP CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES ONE 4" RAW WTR PUMP MAIN ELECT ROOM SPARE G THREE 4" RAW WTR PMPS MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE, - TWO 2" RAW WTR PMPS CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES TWO 4" RAW WTR PMPS MAIN ELECT. ROOM SPARE THREE 2" WELL PUMPS CONTROLLERS CONTROLS/DATA THREE 2" FLOATING PMPS PANEL "P" 208 VAC POWER ONE 1" SITE LIGHTS PANEL "C" 208 VAC POWER gilbert w. Clifford & associates, Engineers -• Surveyors - Land Planners - Water Quality P.O Box 781 150—C Olde Greenwich Dr. Fredericksburg, Virginia 22404 NOTE: THIS DETAIL SHALL BE USED FOR EACH BUILDING GROUNDING SYSTEM 3/4"X10' COPPER CLAD GROUND RODS DRIVEN INTO EARTH MINIMUM OF 10' APART. NUMBER OF RODS AS REQUIRED. #4 0 COPPER GROUNDING ELECTRODE CONDUCTOR TO SERVICE EQUIPMENT #500KCMIL COPPER GROUNDING ELECTRODE CONDUCTOR EXOTHERMIC WELD - TYPICAL MAIN GROUNDING SYSTEM DETAIL NOT TO SCALE O'Connell & Associates, P.C. CONS ULTING ENG INEERS 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 00340 NORTHERN WATER TREATMENT PLANT FREDERICK COUNTY SANITATION AUTHORITY inc. FREDERICK COUNTY, VIRGINIA. PROJECT FOURTEEN ELECTRICAL SITE PLAN scale AS NOTED DRAWING E5 SHEET APPROVED BY: M EO 200 North Cameron St. Winchester, Virginia 22601 FREDERICK COUNTY VIRGINIA 4-9 OF S 1 X 4' X 3/4" THICK RE RETARDANT _YWOOD FOR :LEPHONE EQUIPMENT ZOUND PER TELE. COMPANY ID NEC REQUIREMENTS 4INIMUM 6 AWG COPPER TO AIN WATER SERVICE) ��— 4" CONDUIT WITH PULL WIRE 24" BELOW GRADE FOR TELEPHONE TO PROPERTY LINE OR MAIN BUILDING. COORDINATE EXACT TERMINATION POINT AND LOCATION WITH TELEPHONE COMPANY. ,J NOTE: THIS DETAIL SHALL BE APPLICABLE FOR ALL BUILDINGS. TELEPHONE RISER D1,40RAM NOT TO SCALE LIGHT POLE GROUNDING LUG HANDHOLE — GROUNDING BUSHING No. 10 BARE GROUND GALVANIZED ANCHOR WIRE IN 1/2" HEAVY BOLT (TYP.) WALL PVC CONDUIT BASE COVER POLE BASE PLATE /— ROUND CONCRETE BASE WITH I" CHAMFER ON EDGE Hit _ 6 U4 VERTICAL REBARS WITH No. 3 TIES, 12" ON CENTER 'Ip 11 FINISHED GRADE (II rig. u LP I � I I 2 -10 jlp I" CONDUIT (TYP.) � I F. A I d. 3" (TYP. ALL SIDES) 3/9" X 10'-O" COPPER — 2,q DIAMETER CLAD GROUND ROD LIGHT POLE BASE DETAIL NOT TO SCALE ELECTRICAL SYMBOLS AND ABBREVIATIONS WATER HEATER S LIGHT SWITCH S3 THREE-WAY LIGHT SWITCH o--- CIRCUIT BREAKER S4 FOUR-WAY LIGHT SWITCH FLA FULL LOAD AMPS AWG AMERICAN WIRE GAUGE SD DIMMING SWITCH FVNR FULL VOLTAGE NON -REVERSING SF FAN SWITCH, INCLUDING LOCKOUT, THERMAL MTD MOUNTED OVERLOADS, AND TEST/INDICATING SWITCH UON UNLESS OTHERWISE. NOTED EQUAL TO SQUARE D 2510/FG(5)P CND CONDUIT AFF ABOVE FINISHED FLOOR ® RECESSED "CAN" FIXTURE GND GROUND ACT ACOUSTICAL CEILING TILE ® 2 X 4 LIGHT FIXTURE EXST EXISTING, (E) MCC MOTOR CONTROL CENTER WALL MOUNTED LIGHT FIXTURE HP HORSEPOWER CB CIRCUIT BREAKER 4 WALL MOUNTED LIGHT FIXTURE SWBD SWITCHBOARD E2 NUMBERED SHEET NOTE -U- SURFACE OR PENDANT MOUNTED LIGHT FIXTURE V VOLTS EMERG EMERGENCY EMERG WALL -PACK LIGHT FIXTURE W/ BATTERY PACK FDS FUSED DISCONNECT SWITCH Q( PHASE EMERGENCY LIGHTING FIXTURE W/ BATTERY PACK TYP TYPICAL EXIT FIXTURE W/ BATT PACK; ARROW DENOTES DIRECT. AHU AIR HANDLING UNIT BRKR BREAKER ® EXIT FIXTURE W/BATTERY PACK; SHADED PORTION N/A NOT APPLICABLE DENOTES ILLUMINATED FACE, ARROW Q QUARTZ RESTRIKE DENOTES DIRECTION AHJ AUTHORITY HAVING JURISDICTION 0 PENDANT MOUNTED FIXTURE RGS RIGID GALVANIZED STEEL (CND) EM EMERGENCY BATTERY BACK-UP BALLAST ® RECESSED OUTDOOR FIXTURE IN FIXTURE JB JUNCTION BOX ® 2-POLE SIMPLEX RECEPTACLE, N NIGHT LIGHT (UNSWITCHED) 240 VAC, AMP SIZE TO SUIT EQPT * TYP TYPICAL RECEPTACLE (REC) PBD PANELBOARD G DENOTES GFCI TYPE CKT CIRCUIT W DENOTES WEATHERPROOF AND GFCI EQPT EQUIPMENT A DENOTES ABOVE COUNTER FDS FUSED DISCONNECT SWITCH B DENOTES BELOW COUNTER MH MOUNTING HEIGHT', METAL HALIDE C SEE DETAIL FA FIRE ALARM RECEPTACLE - ISOLATED GROUND TYPE GFCI GROUND FAULT CURRENT INTERRUPTER HAL HALOGEN ® FLOOR BOX(ES) WITH DUPLEX RECEPTACLE VDC VOLTS, DIRECT CURRENT AND DATA/TELEPHONE COMBINATION LED LIGHT EMITTING DIODE ® RECEPTACLE IN FLOOR BOX REF REFRIGERATOR SE SERVICE ENTRANCE VOICE / DATA COMBINATION OUTLET* XF TRANSFORMER ® COMB. OUTLET IN FLOOR BOX * OCPD OVERCURRENT PROTECTIVE DEVICE NEC NATIONAL ELECTRIC CODE JO JUNCTION BOX FOR EQPT CONNECTION * REC RECEPTACLE ® PANELBOARD UGE UNDERGROUND ELECTRIC Oh SAFETY DISCONNECT SWITCH La, MAGNETIC MOTOR STARTER WITH THERMAL OVERLOAD/FUSE, DISCONNECT, STARTER, AND PILOT LIGHT E, ENCLOSED CIRCUIT BREAKER MOTOR LOAD - NUMBER DENOTES HORSEPOWER HOME RUN TO PANELBOARD - 2 #12 + 1 #12 GROUND IN 1 /2" CONDUIT U.O.N. WIRING AND CONDUIT RUN UNDER SLAB OR BELOW GRADE — E — UNDERGROUND ELECTRICAL WIRING AND CONDUIT * DEVICES OF THIS TYPE SHALL BE COORDIANTED WITH OWNER AND SEPARATE CONTRACTOR FOR LOCATIONS, QUANTITY, AND RACEWAY REQUIREMENTS FOR EACH DEVICE PRIOR TO START OF WORK. LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS MANUFACTURER AND MODEL OUANT WATT TYPE VOLT A 4' LONG PENDANT MOUNTED TURRET INDUSTRIAL WITH 10% UPLIGHT, FULL DEPTH 2 32 T8 120 LITHONIA END PLATES AND WIRE GUARD. AF10-232T8 B SURFACE-MTD 4' LONG STRIP FIXTURE, CORROSION -RESISTANT, IMPACT -RESISTANT 2 32 T8 120 LITHONIA LENS AND HOUSING, WET LABEL. VRi-2-32 C 2'X4' RECESSED TROFFER 4 32 T8 120 LITHONIA 2SPG432 D BUILDING -MOUNTED, WET LABEL, LOW TEMPERATURE WALL -PACK FIXTURE 1 200 HPS 120 LITHONIA TM-20OS-PE1 E SITE POLE MOUNTED, WET LABEL, LOW TEMPERATURE OUTSIDE LIGHT 1 1000 HPS 208 LITHONIA KSF31000SR4SCSP12PE1 W/ SSA256GDM19-DDB POLE ®UNIVERSAL -MOUNTED EXIT FIXTURE: WHITE POLYCARBONATE HOUSING WITH RED 2 15 INC 6VDC LITHONIA PANEL, LED, NICAD BATTERY LQMSWEL WALL -MOUNTED EMERGENCY WALL -PACK WITH NICAD BATTERY 1 6 HAL 120 LITHONIA ELM4 LIGHTING FIXTURE NOTES: 1. EXTERIOR FIXTURES SHALL HAVE LOCATIONS AND MOUNTING HEIGHTS COORDINATED WITH ARCHITECT AND OWNER. 2. CONTRACTOR SHALL COORDINATE FIXTURE MOUNTING WITH EQPT AND PIPING LOCATIONS, AND SHALL PROVIDE TRIM AND HARDWARE AS REQUIRED FOR INSTALLATION. COORDINATE EACH CEILING TYPE ENCOUNTERED WITH HARDWARE. 3. ALL FIXTURES BALLASTS SHALL BE HIGH POWER FACTOR, ENERGY SAVING ELECTRONIC TYPE. 4. FIXTURE MODELS LISTED ARE INTENDED TO DEFINE A GENERAL TYPE OF FIXTURE AND ELECTRICAL RATING DESIRED, AND ARE IN NO WAY AN ATTEMPT TO ELIMINATE COMPETITION. COLORS, STYLE, TRIM SELECTIONS, EXACT LOCATIONS, AND APPROVAL OF EACH LIGHTING FIXTURE SHALL BE APPROVED BY ARCHITECT AND OWNER. 5. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS, WITH ADDITIONAL 25 PERCENT AS SPARES. 6. PROVIDE FIXTURES LOCATED OUTDOORS OR IN UNHEATED SPACES WITH LOW TEMPERATURE BALLAST AND LAMPS. 7. FIXTURES IN CONTACT WITH FIRE RATED MATAREIALS SHALL BE RATED FOR USE IN CONTACT WITH COMBUSTIBLE MATERIALS; PROVIDE PROOF OF SUCH RATING WITH SHOP DRAWING SUBMITTAL. 8. PROVIDE BUILT-IN PHOTOCELL FOR ALL TYPE 'D' FIXTURES. GENERAL NOTES 1. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TESTS, AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, U/L, ALL LOCAL CODES AND PROJECT SPECIFICATIONS. 3. THIS CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS NECESSARY FOR INSPECTIONS, TESTS AND OTHER SERVICES REQUIRED FOR THE COMPLETION OF HIS WORK. 4. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE EXACT REQUIREMENTS FOR THE ELECTRICAL SERVICE AND TELEPHONE SERVICE WITH THE UTILITY COMPANIES. 5. CIRCUIT NUMBERS ARE FOR IDENTIFICATION PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTLY PHASING THE CIRCUITS IN THE PANELS AND BALANCE THE LOAD ON THE PHASES UNDER NORMAL OPERATING CONDITIONS, 6. ELECTRICAL REQUIREMENTS INDICATED ON THE DRAWINGS FOR MECHANICAL EQUIPMENT MAY DIFFER FROM THE ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN, 7, THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM WHETHER INDICATED ON THE DRAWINGS OR NOT. PROVIDE PROPER NUMBER OF WIRES FOR THE THREE-WAY AND FOUR-WAY SWITCHING AND THROUGH WIRING. 8. ALL EMPTY CONDUIT RUNS SHALL BE PROVIDED WITH A PULL WIRE UNLESS OTHERWISE NOTED. 9, ALL CONDUCTORS, RACEWAYS AND CABLES SHALL BE CONCEALED IN THE CEILING, WALL OR FLOOR UNLESS OTHERWISE NOTED. 10. CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN DEVICES WITH SPLICES LOCATED ONLY IN JUNCTION BOXES OR CABINETS. CONDUCTORS SHALL BE OF SUFFICIENT LENGTH TO REACH THE FARTHEST TERMINAL IN THE PANELS. A MINIMUM OF 6" LOOPS SHALL REMAIN WHERE CONNECTIONS OR TAPS ARE TO BE MADE IN BRANCH CIRCUIT WIRING. O'Connell & Associates, P.C. C O N S U L T I N G E N G I N E E R S 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 00340 REVISIONS PROJECT N0. scale no. date descriptlon by ekd. NORTHERN WATER TREATMENT PLANT AS NOTED ,,ALTt, FREDERICK COUNTY SANITATION AUTHORITY DATE: JANUARY, 2001 �V c gilbert, w. cllfford & associates lnc. DRAWING �aW ' FREDERICK COUNTY, VIRGINIA:, DES]GNED BY: MEO ' E6 PROJECT FOURTEEN M'"H.AE DRAWN BY: BES ri �' Engineers - Surveyors - Land Planners - Water Quality SHEET i�FB '� �"001 y y ELECTRICAL SCHEDULES & NOTES P.O. Box 781 APPROVED BY: MEO 150-C Olde Greenwich Dr, 200 North Cameron St. 60 OF C� Fredericksburg, Virginia 22404 Winchester, Virginia 22601 FREDERICK COUNTY VIRGINIA Q DESCRIPTION TRIP 1 3 5 7 9 11 13 15 — 17 19 21 23 25 27 29 31 33 35 37 39 — 41 ABC_ 2 4 6 8 10 12 14 16 18 20 22 24 26 — 28 30 32 34 36 38 40 42 TRIP DESCRIPTION TREATMENT LIGHTS 20. 20 COMP. DRYER TREATMENT LIGHTS CEF-3 TREATMENT LIGHTS RECEPTACLES TREATMENT LIGHTS DAMPER ELECT ROOM LIGHTS DAMPER BREAK ROOM LIGHTS DAMPER TREATMENT LIGHTS SV304, 306 FEED ROOM LIGHTS M9, 10, 11 EXTERIOR LIGHTS SV204, 206 RECEPTACLES SV303 SV305 SV203, 104, 106 SV205 SV103 SV105 SV307, 309 RECEPTACLES SV207, 209 M15, 16 SV1-7, 109 SITE LIGHTS 20 SPARE --- SPARE SPARE 20 It SPARE SPARE 20 SPACE SPACE SPACE SPACE SPACE MAIN CIRCUIT BREAKER: 45K (VERIFY) A.I.C. SYMMETRICAL BRANCH CIRCUIT BREAKER: 22K (VERIFY) A.I.C. SYMMETRICAL MAINS: 225 AMP MCB SQUARE D NQOD VOLTAGE: 120Z208V, 3PH, 4W, SN TOTAL NUMBER OF POLES: 42 MOUNTING: SURFACE LOCATION: ELECTRICAL AREA PANELBOARD DESIGNATION: C PROVIDE SUBFEED LUGS AND CABLE TIES FOR PANEL "CS". DESCRIPTION TRIP 1 3 5 7 9 11 15 17 19 21 23 25 27 29 33 35 37 39 41 ABC 2 4 6 8 10 L 12 14 �--16 18 ��— 20 22 24 26 28 30 32 34 �— 36 38 40 42 TRIP DESCRIPTION CU-1 40 20 WH-2 --- 20 WH-3 --- 20 WH-4 PRV-5 35 35 EUH-1 --- --- --- 35 EUH-2 PRV-6 3-5/13 --- --- 0 HOIST --- --- PRV-7 35 20 OVERHEAD DOOR --- 225 AUTOMATIC --- TRANSFER PRV-1 20 SWITCH PRV-2 20 20 1 GENERATOR PRV-3 20 20 SPARE EWH 26731 20 FLOATING PUMP PANEL --- --- --- 20 FLOATING PUMP PANEL SPARE 20 --- SPACE 20 FLOATING PUMP PANEL SPACE --- MAIN CIRCUIT BREAKER: 45K (VERIFY) A.I.C. SYMMETRICAL BRANCH -CIRCUIT BREAKER: 22K (VERIFY) A.I.C. SYMMETRICAL MAINS: 800 AMP MCB SQUARE D I —LINE VOLTAGE: 120/208V, 3PH, 4W, .SN TOTAL NUMBER OF POLES: 42 MOUNTING: SURFACE ti LOCATION: ELECTRICAL AREA PANELBOARD DESIGNATION: P PROVIDE FEED TROUGH LUGS AT TOP OF PANEL TO SERVE PANEL "C". ELECTRICAL INSTALLATION NOTES: 1. PROVIDE BRIGHT, CLEARLY IDENTIFIED, AND PERMANENT SIGNAGE ON FRONT COVER OF EACH MCC AND PANELBOARD TO INDICATE THE VOLTAGE AND PHASE OF THE SYSTEM CONTAINED WITHIN. 2. ELECTRICAL SYSTEM IS BASED ON USAGE OF CERTAIN MOTOR PAIRS AND GROUPS AS INDICATED; USAGE OF ADDITIONAL MOTORS SIMULTANEOUSLY SHALL REQUIRE FURTHER REVIEW AND MODIFICATION OF DESIGN BY ENGINEER. DESCRIPTION TRIP 1 3 5 7 9 —��- 13. 15 17 119 21 23 25 127 29 31 33 35 37 39 41 A B C 2 4 6 8 10 i2 14 16 18 20 22 24 26 28 .30 32 34 36 38 40 42 TRIP DESCRIPTION SAMPLE PUMPS 20 20 SV301, 302 SAMPLE PUMPS 20 SV201, 202 SAMPLE PUMPS 20 SV101, 102, M6, 9, 14 20 RECEPTACLES M5, 8, 13 20 RECEPTACLES M4, 7, 12 111 30 208V RECEPTACLE SV308 --- SV208 20 RECEPTACLES SV108 RECEPTACLES Ml, 2, 3 RECEPTACLES FEED PUMP LAB RECEPT. FEED PUMP LAB RECEPT. FEED PUMP LAB RECEPT. FEED PUMP LAB RECEPT. FEED PUMP LAB RECEPT. FEED PUMP FEED ROOM RECEPT. FEED PUMP FEED ROOM RECEPT. FEED PUMP SPARE FEED PUMP SPACE SPARE SPACE SPARE SPACE BRANCH CIRCUIT BREAKER:_ 22K (VERIFY) A.I.C. SYMMETRICAL MAINS: 225 AMP MLO SQUARE D NQOD VOLTAGE: 120/208V, 3PH, 4W, SN TOTAL NUMBER OF POLES: 42 MOUNTING: SURFACE LOCATION: ELECTRICAL AREA PANELBOARD DESIGNATION: SUB —PANEL OF PANEL "C" DESCRIPTION TRIP 1 3 5 �� 7 9 --ram 11 13 15 17 119 21 s� 23 25 27 29 —r� 31 33 — 135 37 —1� 39 41 —�� A B C 2 4 — 6 8 —10 12 14 16 18 20 — 22 24 — 26 28 — 30 32 — 34 36 — 38 40 — 42 TRIG' 'DESCRIPTION TREATMENT LIGHTS 20 20' PUMP CONTROL PANEL TREATMENT LIGHTS PLANT CONTROL PANEL FEED AREA LIGHTS AQUARITROL LAB LIGHTS TELEPHONE POWER SHOP LIGHTS LAB 'RECEPT. IH-3 IH-2 IH-4 GF-1 SUMP PUMP IH-1 GUH-1 GUH-3 GUH-2 WH-1 SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE PANEL "FW' 150 80 PANEL "CL" --- --- —�— BRANCH CIRCUIT BREAKER: 22K (VERIFY) A.I.C. SYMMETRICAL MAINS: 225 AMP MILO SQUARE D NOOD VOLTAGE: 120/208V; 3PH, 4W, SN TOTAL NUMBER OF POLES: 42 MOUNTING: SURFACE LOCATION: ELECTRICAL AREA PANELBOARD DESIGNATION: X EMERGENCY PANEL PANELBOARD NOTES: 1. LISTED LOADS ARE BASED ON PROVIDED DATA AND PER CIRCUIT REQUIREMENTS OF NEC; ACTUAL INSTALLED CONNECTED LOADS WILL VARY. 2. MAINTAIN NEC CLEARANCES REQUIRED AND DO NOT LOCATE PBD BENEATH DUCTS OR PIPING. 3. COORDINATE AIC RATING WITH UTILITY PRIOR TO PURCHASE OF PANELBOARDS. 4. PANELBOARDS SHALL BE PROVIDED WITH CAPPER BUSSING, LOCKING DOOR WITH TYPED DIRECTORY HOLDER, EQUIPMENT GROUND KIT, SOLID NEUTRAL ASSEMBLY, FILLER PLATES IN UNUSED SPACES, BOLT —ON CIRCUIT BREAKERS AS SCHEDULED AND REQUIRED, AND SURFACE MOUNT NEMA '12 ENCLOSURE. PROVIDE HACR TYPE BREAKERS FOR HVAC EQUIPMENT; TYPE SWD FOR UNSWITCHED LIGHTING CIRCUITS, 5. PROVIDE CONDUIT PER NEC FOR EACH CIRCUIT; PROVIDE SEPARATE GROUNDING WIRE FOR EACH CIRCUIT. 6. CIRCUITS SERVING HVAC EQPT SHALL BE SIZED SPECIFICALLY FOR THE ACTUAL EQUIPMENT INSTALLED AND ASSOCIATED CONDUIT AND CONDUCTORS SHALL BE PER NEC FOR INSTALLED EQPT.. 7. CONTRACTOR SHALL SELECT CABLE SIZES PER NEC FOR ACTUAL INSTALLED EQUIPMENT AND DISTANCES, ALLOWING MAXIMUM VOLTAGE DROP OF 3 PERCENT. MCrn MCCA MCCR MOTOR CONTROL CENTER (MCC) SCHEDULE MARK CIRCUIT DESIGNATION UNIT TYPE NEMA SIZE HP C/B TRIP FLA NOTES MAIN MAIN --- --- -- 2000 2085 . 4. SPACE --- --- -- -- -- MCCA1 COMPRESSOR BF --- 3 . 15 5.0 5. MCCA2 CHLORINE EJECT. PUMP #1 FVNR 1 3 15 .5.0 1. MCCA3 CHLORINE EJECT. PUMP #2 FVNR 1 3 15 5.0 1. MCCA4 TRANSFORMER BF --- -- 400 190 5. MCCB1 BLOWER #1 FVNR 3 30 100 40 1. MCCB2 BLOWER #2 FVNR 3 30 100 40 1, MCCB3 SPACE MCCC1 FILTERED WATER, PUMP #1 FVNR 3 40 100 52 1. MCCC2 FILTERED WATER PUMP #2 FVNR 3 40 100 52 1. MCCC3 FILTERED WATER PUMP #3 FVNR 3 40 100 52 1., ;2. MCCD1 RAW WATER PUMP #1 FVNR 4 100 250 124 1. MCCD2 RAW WATER PUMP #2 FVNR 4 100 250 124 1. MCCE1 RAW WATER PUMP #3 FVNR 4 100 250 124 1., 2. MCCE2 RAW WATER PUMP #4 FVNR 4 100 25.0 124 1. MCCF1 BACKWASH PUMP #1 FVNR 4 100 250 .' 124 1. MCCF2 BACKWASH PUMP #2 FVNR 4 100 250 124 1. MCCG FINISHED WATER PUMP #1 RVAT 5 150 300 180 3. MCCH FINISHED WATER PUMP #2 RVAT 5 150 300 180 3. MCCI FINISHED WATER PUMP #3 RVAT 5 150 300 180 3. MCCJ FINISHED WATER PUMP #4 RVAT 5 150 300 180 3. MCCK FINISHED WATER PUMP #5 RVAT 5 150 300 180 3. MCCL SPACE MCCM SPACE NOTES: 1. FVNR INDICATES FULL VOLTAGE NON —REVERSING STARTER SWITCH WITH HOA SWITCH, GREEN, RED, AND AMBER PILOTS, 480 VOLT STARTING COIL, LOW POWER 1120 VOLT EXTERNAL CONTROL RELAY WITH DIODE, AUXILLIARY RUN CONTACT, OVERLOAD CONTACT AND PHASE LOSS RELAY. 2. FUTURE PUMP. PROVIDE STARTER AND CONTROL WIRING NOW. MOTOR FEEDER CONDUCTORS SHALL BE FURNISHED AT A LATER DATE. 3. RVAT INDICATES REDUCED VOLTAGE AUTO TRANSFORMER STARTER SWITCH WITH HOA SWITCH, GREEN, RED, AND AMBER PILOTS, 480 VOLT STARTING COIL, LOW POWER 1120 VOLT - EXTERNAL CONTROL RELAY WITH DIODE, AUXILLIARY RUN CONTACT, OVERLOAD .CONTACT AND PHASE LOSS RELAY. 4. MOTOR CONTROL CENTER SHALL BE RATED FOR 2000 AMPS AT 480 VAC, 3-PHASE, 4-WIRE SYSTEM, 50,000 AIC SHALL BE COORDINATED WITH UTILITY, SERVICE ENTRANCE RATED 2000 AMP GROUND FAULT MAIN CIRCUIT BREAKER SECTIONS, NEMA 12 ENCLOSURE ON 4" MIN HOUSEKEEPING PAD, WITH ACCESSORIES, HARDWARE, AND DEVICES AS SPECIFIED AND AS REQUIRED. SUITABLE FOR BOTTOM SERVICE ENTRY. 5. BRANCH FEEDER CIRCUIT BREAKER, SERIES RATED FOR 50,000 AIC WITH MAIN BREAKER. Mrrr MCCD MCCF MCCF MCCG MCCH MCCI MCCJ MCCK 'MCCL MCCM 2000 AMP 'MAIN BREAKER COMPRESSOR BLOWER #1 FILTERED WATER PUMP #1 RAW WATER PUMP #1 RAW WATER PUMP #3 BACKWASH PUMP #1 FINISHED WATER PUMP #1 FINISHED WATER PUMP #2 FINISHED WATER PUMP #3 FINISHED WATER PUMP #4 FINISHED WATER PUMP #5 SPACE SPACE CHLORINE EJECTOR PUMP #1 CHLORINE EJECTOR PUMP #2 BLOWER #2 FILTERED WATER PUMP #2 TRANSFORMER RAW RAW BACKWASH. SPACE WATER WATER PUMP #2 PUMP #2 PUMP #4 BLOWER #3 FILTERED WATER PUMP #3 n MOTOR CONTROL CENTER , (MCC) ELEVATION NO SCALE O'Connell .& Associates, P.C. C O N S U L T I N G E N G I N E E R S 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 00340 REvlsloPROJECT NO.O.REVISIONS", NORTHERN WATER TREATMENT PLANT AS NOTED scale . . doto description by okdy DATE JAIVLJAR�', 2001 , z o m 0 l l e c��� O '. ' , a s s o c i a t v � c 0 1{ REDERICK COUNTY SANITATION AUTHORITY DRAWING FREDERICK COUNTY, VIRGINIA DESIGNED BY MEO 0 El PROJECT FOURTEEN VdlC7tAEL E. I?"C(1aGa,"`[L x> . DRAWN BY. BES � �±a 2S'r? .� Engineers — Surveyors — Land Planners— 'Water Quality SHEET ( 2h0l, P.0. Box 781 ELECTRICAL DETAILS APPROVED BY: �+,'® LA-11 150—C Olde Greenwich Dr. 200 North Cameron St rJ l OF 5 I &t Fredericksburg. Virginia 22404 Winchester. Virginia 22801 F'REDERICK COUNTY VVIRGINIA V GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY AND THE CONTRACT DOCUMENTS. 2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER. 5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFF SITE IS THE CONTRACTOR'S RESPONSIBILITY. 6. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK. 7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS, A, I IIuu�I I :,,, I : �I:.!I:IL:I,IIII,I I. L : �: : I III I Ihlllllll L:L,L : � .,: IIIII g ,,ldo-� .m � � lu::,lnal,lll!:IIIIIIIIIII, J: I �I (IIIIIII: u,l, I I I;L'�u Ilalnl IIII III ::I,� III I I .. III IV :, I � '.:,, , III ,. 6 p :,,....,,,I ...IIII,. ,: '.:,y.,r,::.�, I_.:..e, II.'I I!CI ILi:, ,.U .. ,..,, ilI ..I Iis .i II IIII':::��.L!, IIIL II,, 1,IirL:,,: , .:IIII...,. III I,..' .. :UOU I': II IJI.IL,,..I.I.,.II ,..:-.I, L II II II IIIIJIIIIIII:I,,:: 1 iII,d IL, II III:. I,II,,II d:I L,I: I,IVI �II I II II II, I llI I.I: II:I I II III.,,III.,I:IIrI: I II 1I I:,:. JIII,:„IIL IIII:: I I I 1 II IIII ,:, II,nllliommuuul,:, ,, IIw11,.,„ III:IIn. II :II II II I :6 II I II I,. III.I IIII. ruV I II I II: I: I II L III I1„:: IIIII L:d,,. I .::: l: I i I,:,:: I Ivl, II I II L LI, I III I II I' , I I I � I LI I II IhII ,. I I IL ,L,II II II JI I I I I I II : I n I I I II I II I I IL I r II I : II I I I iiI-.,LI I, I I I I I ,. I I I I I L: I �, III III I I I I I I I I I II I, III"IJI, Illllr I liuuuuuulouuul:uuullua::l:-.:,,ul:uu,l::umu.IIII_ LLI: JI Ilu m I L Io:::_n IL. IIIII IIII IIII ,d:l IIIII: IIIII I,. IILI IIIIIII: dIV uJul IIIII :IIIII VL uhll, L.::: IIIII VIRGINIA FREUERmNn''1C,KU'6U u°I IIIII IIIIIII L:u nlll a lupoo11HIN1ll rl of 941 Ilrllm ou n,ol p':rl IIII'( I, I I; I 'I I I III q lili� • u 'i Illii III II I ' I I o TREAt "a ' NOP"a"" a 1:101111%, E1111111111% 'f r (FUK COUNTY SITE� PLAN Kr"%E"V'I ". ' 1. VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U. S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. 10. WATER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE V3 PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY FREDERICK COUNTY SANITATION AUTHORITY AS NECESSARY. 11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA. 12. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY V.D.O.T. 13. TERMINATION OF WATER LINE SHALL BE PLUGGED WITH A WATERTIGHT PLUG. THE END OF THE PIPE SHALL BE MARKED WITH A TREATED 2 X 4 POST EXTENDING FROM THE PLUG TO EIGHTEEN INCHES ABOVE THE GROUND. THE TOP SIX INCHES OF THE POST SHALL BE PAINTED BLUE. 14. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIALIZING ANY ON SITE WORK. THIS PERMIT CAN BE OBTAINED FROM FREDERICK COUNTY. SEEDING NOTES 1. PERMANENT SEEDING MIXTURE SEED: KY 31 FESCUE 128 LBS. PER ACRE FERTILIZER: 10-10-10 1,000 LBS. PER ACRE MULCH: 1.5 TONS STRAW PER ACRE ASPHALT: SS-1 OR EQUIVALENT 430 GAL. PER ACRE (20 LBS./ ACRE CROWN VETCH WILL BE ADDED TO ABOVE SEEDING MIXTURE TO STABILIZE CRITICAL AREAS) LIME: TWO TONS DOLOMITIC LIMESTONE PER ACRE 2. TEMPORARY SEEDING MIXTURE: SEED: BALBOA RYE 150 LBS. PER ACRE MULCH: 1.5 TONS STRAW PER ACRE ASPHALT: SS-1 OR EQUIVALENT 150 GAL. PER ACRE 3. SEED DATES: MARCH 15TH - MAY 15TH AUGUST 15TH - OCTOBER 15TH ALL AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED WITHIN ONE (1) WEEK OF REACHING FINAL GRADE, IF IN SEEDING SEASON, OTHERWISE TEMPORARY SEEDING REQUIREMENTS SHALL BE MET. ALL AREAS SEEDED WITH A TEMPORARY MIXTURE WILL RECEIVE A PERMANENT SEED MIXTURE DURING THE FIRST GROWING SEASON FOLLOWING THE FINISHED GRADING. AREAS WITH PERMANENT SLOPES OF 2:1 OR GREATER SHALL BE STABILIZED USING CROWN VETCH, AS PER THE REQUIREMENTS OF STANDARD AND SPECIFICATIONS FOR CRITICAL AREAS STABILIZATION (WITH GROUND COVERS, VINES, SHRUBS, AND TREES). WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VOOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY ARE TO HAVE MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. V11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR f0 FINAL VDOT APPROVAL. , gilbert I ,I I ��', is I I� � s II II,I II�,II IIII i I II If;,llll Ilii I :: SCALE: 1 tii NAKAO "111 & a'll: ICI' fi ILI s, ICI II. Engineers - Surveyors - +I Planners 11' •- Quality P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 200 North Cameron St. Winchester, Virginia 22601 (540) 667-2130 1 T1 COVER SHEET 2 T2 KEY PLAN '18 W17 ROUTE 11 BOOSTER PUMP STATION - BUILDING DETAILS 19 C1 SITE PLAN 20 C2 SITE PLAN 21 C31 LAYOUT AND GRADING PLAN 22 C4 BACKWASH BASIN PLAN 23 C5 BACKWASH BASIN DETAILS AND NOTES 24 C6 MISCELLANEOUS DETAILS AND NOTES 25 C7 MISCELLANEOUS DETAJLS AND NOTES 26 C8 MISCELLANEOUS DETAILS AND NOTES 26-A C8-A CHANNEL PROFILES 45 E1 OPERATIONS BUILDING - LIGHTING PLAN 46 E2 OPERATIONS BUILDING - POWER PLAN 47 E3 PUMP BUILDING - ELECTRICAL PLANS 48 E4 CHLORINE BUILDING AND BOOSTER BUILDING ELECTRICAL PLANS 49 E5 ELECTRICAL SITE PLAN 50 E6 ELECTRICAL SCHEDULES AND NOTES 51 E7 ELECTRICAL DETAILS PROJECT SU - d RY TREATMENT PLANT SFM BOOSTER PUMP SITE Finished I Backwash Route 11 Booster Label Clearwell Tank Treatment Building Chlortne Building Pump Station Pump Building Height, 4t 47' - 6" 27' - 6" Height, S10608 Ida 1 1 1 1 Use Water Sbrage Water Treabnent Water Treatment Water TTGOW end wow Pumping Ground Floor Area, SF 11690 10076 641 2366 359 Total Floor Area, SF 24775 359 Area of Parcel, SF 471619.76 5517 Area of Parcel, AC 10.83 0.13 Remainder of Pare, AC 121.37 10,33 Floor Ama Ratio 5.25% 6,61% Disturbed Area, AC 4.92 0,11 Zoning EM RP Magisterial District Stonewall Stonewall Front,75 265 35 81 Side, FT 25 100 10 Rear, FT 25 705 25 22 Tax Iderti5rat ,. N .;; 34-A-11A 44-A-17 Address 1381 Brucetw Road 141 McCarmis Road Clawbrook, VA 22624 Stephenson, VA 22856 Curers Property o mr Global Slone ChernslOne Corporation Gofiege Party CNa-ch of Chnst 1 Quarry lane 108 Purdue Drina P.O. Box219 Winchester. virgir4a 22601 Cleartxook, Virginia 26224 Ph": 662-9200 Phone: 662-3855 Developer Frederick County Sa►iMon Autionty Fredanck County Sanitation Authortty P.O. Box 1877 P.O. Box 1877 Winchester, Virginia 22W4-8377 Wiinctissfar, V rgm 22W4-8377 Phone: 868-1061 Phone: 8WI061 Current Use Mining/vacant vacant Proposed Use Water Treatnrerd Water Ong Sewage Disposal On Site Disposal - Site Approved by Lord Fairfax Environmental Heatih District Nam Required March 6, 2001 ID8 36310 Oa�or' Trash R s Nolte Proposed Norte Proposed Outdoor Lighting As indicated on electrical draWngs As indcalad on electncai drawarrgs Outdoor Swrage Norte Proposed None Proposed ParWng Tabulation Use Manufacturing and waning and other industrial uses. One Space Provided Ernplovaes, MmArrxrn Shaft 4 Spaces Required 3 Spaces Provided 7 Rep" 1 Disabled 1 Loading f I IMAE S"TE P -_AN ROl1Ed PROJECT ADDRESS: 1381 BRUCETOWN ROAD CLEARBROOK, VA 22624 OWNER: FREDERICK COUNTY SANITATION AUTHORITY ATTENTION: MR. WELLINGTION H. JONES, P.E. P.O. BOX 1877 WINCHESTER, VIRGINIA 22604 PHONE: 540-868-1061 FAX: 540-868-1429 = I M TI /CAI AI ITUnOITV r r'Cll I -IN! - 11-11 v.-, PROJECT FOURTEEN NORTHERN WATER TREATMENT PLANT ROUTE 11 BOOSTER PUMP STATION W"-A qN (3 W17 KEY PLAN GRAPHIC SCALE: 1 " - 100' SCALE: 1 " = 1. 00' 1 00 0 100 200 REVISIONS JOB NO. I� lb� � �, m � l� f __ � S S ®� � �, � S , ll1 ]� � o Engineers — Survey s L anners — Water Quality P.O. Box 781 t ._ 150-C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22404 - Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 NORTHERN WATER TREATMENT PLANT FREDER CK COUNTY REDER CK COUNTY,SANITATION G NIAHORITY PROJECT FOURTEEN KEY PLAN FREDERICK COUNTY VIRGINIA scale AS NOTED no. date description by ckd. - DATE: ®� �' ®� � � , � 0 0 0 -__ — DRAWING T2 SHEET OF DESIGNED BY: a J. c; ® DRAWN BY: T.A.W. APPROVED BY: D e J < g , �PROPOSED j LOT LINE _ .'__ J 50' FLOOR DRAIN TO DAYLIGHT SF 15' i 48 i47.50 A P;n AF _f 650136 ~ 4' CONCRETE I SIDEWALK W TRUSTEES OF COLLEGE PARK CHURCH OF CHRIST PIN 44—A-17 DO. 812 PG 1671 REMAINING LAND 10.3253 ACRES ZONING: RP USE: VACANT _.i._ 5 U.S. Af�T111 � � R �—PUM. STATION r REFER'JO DRAWING W15 FOR,DETAIL f by I ;WAL t ' � 1 (7) FLOW"RETURN VALVE' \N /F McCANN LAND TRUST PIN 44-A-40 DO. 697 PG `'` ,37 ZONING: RA` USE: AGRICULTURAL. SPEED LIMIT 55 MPH��--- ___ LIMITS OF CONTRACT FQB._ll1tA.TER ...MAIhj- NIRt j_ � PIN 44-A-24 PIN 44-A-25A ZONING: RP PUMP STATION — SITE PLAN ZONING: RA STONEWALL MAGISTERIAL DISTRICT 77 SCALE: 1 = 107 6" NO. 21 A STONE — 4. Q d a 4 - COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. GRAVEL PAVEMENT SECTION NOT TO SCALE REVISIONS no. date description 1 2/8/01 REVISED PER VDH COMMENTS 2 5/17/01 REVISED PER COUNTY COMMENTS 3 8/10/01 REVISED PER COUNTY COMMENTS 4'-0" BASS LINED CHANNEL I-- 6" MIN. S NOT TO SCALE JOB NO. -- _ by ekd. T.A.W. D.J.S. DATE: T.A.W. D.J.S. DESIGNED BY: T.A.W. D.J.S. 111 DRAWN BY: APPROVED BY; LEGEND F x SILT FENCE S x Y� GRAVEL PAVEMENT ' CONCRETE SIDEWALKS OR PADS �r- SWALE OCTOBER, 2000 D.J.S. T.A.W. D.J.S. BUILDING SPECIFICATIONS BUILDING SHALL BE A PRECAST PRESTRESSED CONCRETE BUILDING AS MANUFACTURED BY CLEAR FLOW, WAYNESBORO, VIRGINIA. THE BUILDING SHALL SHALL HAVE A DESERT SAND FAUX BRICK EXTERIOR FINISH WITH CLEAR COAT SEALANT. THE BUILDING CEILING HEIGHT SHALL BE 9'-0". DOORS SHALL BE DOUBLE 6'-0" X 6'-8" X 1 3/4"; 16 GAUGE GALVANIZED STEEL. WITH INSULATED CORE. DOORS SHALL BE SHOP PRIMED AND RECEIVE TWO FIELD COATS OF ENAMEL PAINT, (COLOR TO BE SELECTED BY OWNER). PROVIDE DOORS COMPLETE WITH WEATHER STRIPPING, THRESHOLD AND LOCKSETS. PROVIDE DOOR STOPS MOUNTED IN STOOP FOR EACH DOOR, LOCKSET LOCKSET SHALL BE KWIKSET DEADLOCK — SINGLE CYLINDER 880-26D. 1 'r�'.• a{•. •♦ /�• r,'b: .!a '.i' '.,� 'I:," "�: .r. '.t, IS. i, '�i'i''♦.' .f� ♦ it •;, t:.,�., :1 LIGHT"" FINISHED GRADE Y)'1 ;; • t a' 25'-8" EXTEROIR FRONT ELEVATION REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL WALL PENETRATIONS. r' •f: t• , 1 �' .7 ! ••h .r •J' 1 w •r . .1' v FOUNDATION _ 25'-8" EXTEROIR AS INDICATED 7 —4 _ 's ''s • •LIGHT" t' 4 1, \ 1' r i •1. .}7 wi •Y `I• •i r4n i. U \,j•r FINISHED Y' E GRADE •5' i �i� f 5'• 1 FINISH SCHEDULE SPACE FLOOR COVERING FLOOR SURFACE BASE CEILING WALLS FINISH PUMP BUILDING PUMP ROOM Pointed Clear Steel Trowel - Smoath _ None Painted (Exterior Grade) Painted (Exterior Grade) (See Note #1) (See Note #2) (See Note #2) FINISH NOTES #1 - Provide coating as specified in Specification 09900, Paragraph 7.B.(11). #2 - Provide coating - interior walls and ceiling to be primed and painted: A. Primer - alkali resistant Pittsburg 6-603 or FCSA approved equal B. Finish coat - white, 100% acrylic industrial enamel Pittsburg 90-374 or FCSA approved equal. PRECAST WALL PANEL WITH ANCHORING SYSTEM BY BUILDING MANUFACTURER. PROVIDE SEALER BETWEEN WALL PANEL AND FLOOR SLAB. #5 @ 10 ON CENTER EACH WAY— 8" CONCRETE FLOOR SLAB 4 6" #57 STONE J' _ O" #5 @ 10" O.C. BUILDING — SLAB DETAIL SCALE: 1 " = 1 '-0" a; d d ' ' d d. '4. 12" MIN. FACE OF BUILDING BEVELED THRESHOLD SLOPE AND WIDTH AS INDICATED FINISHED 6" X 6" W1.4 X W1.4 W.W.F. FLOOR 1 /2'' MAX. 4" THICK CONCRETE BROOM FINISH PREFORMED — --� JOINT FILLER 4 " a __4 a—�- —, c -71"'A' "--� d 4" #57 STONE �— 6" MIN. CBR 30 FINISHED GRADE REFER TO SITE PLAN 0 LLj � Z z O 0 w 0 a t„ Z Y � U O Cie Z � 00 2 — #5 REBAR, CONTINUOUS 6" MINIMUM --► -.— STOOP RAMP SECTION NOT TO SCALE REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL WALL PENETRATIONS. ,r 'N ,y f•. , r.. '✓ r r r•: ar , .I" 1 'r Y i' ' }r' 7•J , FINISHED GRADE '•J'� ! r . rr, 1 t. REAR ELEVATION REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR EXACT SIZE AND LOCATION OF WALL PENETRATIONS. PUMP BUILDINQ E4EVATIONS SCALE: 1/4" = 1 gllb e r° t W. clef Engineers - Survf P.O. Box 761 150—C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 �sociates, inc. 12" TURN DOWN SLAB REFER TO DRAWING C7 FOR PLAT OF PROPERTY • GRAPHIC SCALE: 1 " = 10, 13'-6" EXTERIOR 10 0 10 20 SIDE ELEVATION GRAPHIC SCALE: 1 " = 1 "-0" 1 0 1 2 GRAPHIC SCALE: 1 /4" - 1'-0" 1/4 0 1/4 1/2 NORTHERN WATER TREATMENT PLANT sale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN W 17 iers - water Quality ROUTE 11 BOOSTER PUMP STATION BUILDING DETAILS SHEET 200 North Cameron St. Winchester, Virginia 22601 OF (540) 667-2139 FREDERICK COUNTY VIRGINIA 'S, Z � \ \"' e�'t. ,,.* ! II `� 4 � +t"19 625.00 624.50 ;z) STORM CHANNEL "E" X STR. 3 X 70'-15" CLASS V\IRCP @ 1.71% INV. IN = 623.7 � It INV. OUT = 622.5 00< VDOT ES-1I, , t t EACH END CIS, C-:,, �.� RFCD 10000, 626.70 3 0, X 625.80 I 1='-`? i / 0 626.50 k2.80 622.8 62 'A k it 62,3.4 626.5�Q it 627.20 626.5C I �v; - '�' J 1 f / f.'/ �. 1 622. 623.0/0 80 s 625.50 IX 621, X/ X 7 STORM CHANNEL/A"­ RFCD V;7 CL2 PF 622.20 t -I- CHLOTNE t 1� 623.90 1 11 11 1 626.50 BUILDING Z' 1 11 11 �25 FF 1622.50 X 6.00 . ..... RFC tD nu 622.00 t 6 27.20 Ili 11 1 /11 1 J, I TC t 626.50 6 64.00- -L "I") k WATER'�JREATMENY L - I �_ i Az )N ".4 PLANT:" VDOT 20" AM R M \622. 0 __0 NJ FF =,,)617.00 621.80 x 626,60 7' C 623.60 623.10 RFC TQ," 627.0C X 64 1' 6k 626.5 �A 622.75 D AP 626.77, 626.77 TIC 624.00 IN, 9 16.00 623.50 -$"_9EWALK--_s, CS P_ URN DOWYLO ` �,} / 6 J, 9, X, TIC 624.10 TC 626.50 'N, 623.60 -CONCRETE STEPS f 626.10 626.50 VDOT TC .6 HERS @ 6 2'- 0 CG-2 k,7-�, R. 31 626.15 3 TREA'Q'a,@-44Z------,'1"-9 "-V 6 25, 7 626.13 VDOT CG-2 _'_--&25.63 TC 625 X - 5 16' GRAVEL DRIVEWAY t 62 In 7' 623.5 0 623.60 0 12 Bwm 6 2,5. �o amw C� �os ft 624.80 STR. 2 624.3 -mf�' @ 1.00% 5�4.80 0 / 262.50 Z�% a' - 18 CLASS-.- op INV. _jN­E--616. 00 In 6 '000 Zs. CHLORINE _414V. OUT 615.70 26, 20" �UYTTE FLY ��A �6om 0 623.5 1 � -Z 1_4 e 624 .-.50 0 0 62U38 Ld Of 0 6 2�1 0, W 'X 624.50 f I N IN < �y \ 6.1 ) � V Irf I I • 624 /1 1 NEW WELL In 3 MILLION GLOMcr_ 0 Li C) ' 0 TO HANNE� FC CI-EARWE4,TAN)< 62 624.50 FLOOR =,, 3ii�b 0 6 J1X 622.50 M a_ HWL 6 �_.'50 // r 0 LO ACKWIA.gH/FINISHED //S 4 7, C14 'R' PUP BUILDING X ry 0 2e- X WXTE 0 LL_ -Ij 625100; LOWER LEVEL 617.00 rn 2" ILA ry 6 11 _411 I < < X VIM! Ld 0 af x 637,54 < �J� 11 6 1 66 z I 620.50 0-6n.,13 >_ 0 _'_\ n X LEGEN 617,03 MIC) \� \\\ F`'m ERFIL Elf 6;_1 0. 2 9 30" WI-1 L fRFCD ") 5 TC 620.00 ELEV AT TOP OF CURVE E 180kSMI 0 ELEV AT BOTTOM OF CURVE VALVE Wf 'L L 6 E� \ ) bf ;� 626.50 X z 6r Li X 620.00 SPOT ELEV 1\2 '\GATE F < It < I F ,-VETVR `Nv \METER IN 6 1 z \ 'e," RWM RAW WATER MAIN STORM CF z L 013, NINE B FIL WM FILTERED WATER MAIN �_j 0 SF "A 619.00 TORM CHANNEL "D" FWM FINISHED WATER MAIN 6i 12" 45* WST WASTE WATER MAIN V LL BEND yjj X BWM BACKWASH MAIN ' ;`\ '�X c) b�e.ADING x­(2�x SILT FENCE t 11.1 z TION - :;�� V) 0�\ CONS TRUCTION STRUCTION ENTRANCE > :2 [If ry Li K�<x '11K i fIFTEEN 0 ry 0 66 V�, c) P- (.) ry F-- L.Li i­- i_- INLET PROTECTION Ld DRAIN HEAD < < < X Of ��: ry --j < < OUTLET PROTECTION 0 621.00 X DO �15 2 4.5 0 .5 0 Nz F R�OVIDE 10' LONG M G GRAPHIC SCALE: 1 301 1 E THICK VDOT CL, 615,*%U X K \> SITE P RFC 50 \- \ti,- ,, \ \ %CI I P 30 0 30 60 P APRON fr, SF 61) 45-7 STONE 10 K�'�`,�LkW WITH,,. H PARCEL NE SCALE: 1 30',. REVISIONS NORTHERN WATER TREATMENT PLANT no. date description by ekd. JOB NO. OAS NOTED FREDERICK COUNTY SANITATION AUTHORITY 1 2/9/01 REVISED PER VDH COMMENTS T.A.W. D.J.S. DATE: OCTOBER, 2000 gilbert w. c l i f associates, inc. FREDERICK COUNTY, VIRGINIA DRAWING 2 5/17/01 REVISED PER COUNTY COMMENTS T.A.W. D.J.S. o DAVI - $A AS PROJECT FOURTEENZZ 3 8/10/01 REVISED PER COUNTY COMMENTS T.A.W. D J S nvQTvvn p vKI -►r.DESIGNED Engineers - Surveys L anners - Water Quality DRAWN BY: T.A.W. P.O. Box 781 200 North Cameron St. SITE LAYOUT AND GRADING PLAN SHEET NAL S 150-C Olde Greenwich Dr. APPROVED BY: D.J.S. Fredericksburg, Virginia 22404 Winchester, Virginia 22601 OF 1 1 (540) 898-2115 (540) 667-2139 111 FREDERICK COUNTY VIRGINIA MANHOLF, VDOT MH-1 RIM = 619.�0 INV. BOTTOM = 12" GATE VALVE 24" SURGE ZONE 12" DUCTILE IRON PIPE rfi TOP^ = 619;50 12" FLANGED TEE TOP OF BERM =;:619.00 TOP OF TEE 12" OVERFLOW PIP?F - MAX. WATER SURFACE 618.00 T EXTENSION = 618.00 - - - - T INV - 618.OQ - - - - INV 616.00 MIN. WATER SURFACE rkINV. 24" = 616,00 INV = 6i12.p0 6" LIQUID STORAGE ZONE -�- -. - _ .._._--- --,-----,-- - - - INV = 613.00 BOTTOM OF BASIN T 612.00 12" DUCTILE IRON BYPASS INVERT OF PIPE = 613.00 —BASIN LINER 1 V" SLUDGE ZONE VTOP OF SUPPORT BASE SHALL NOT EXTEND BEYOND HEIGHT OF BASIN BOTTOM SECTION A NOT TO SCALE 621.50 °I Q I° 243YO ` I° 1 PIPE I° — ° O, Zo N 5LQT 3/4" --� ' o 2 3/4" #5 0 8" O.C. EACH WAY ---� (� dw a cc ww =a 12" 1 1 12" GRAVITY SEWER PIPE DO NOT ATTACH PIPE TO SUPPORRTT �* 12" MIN, FINISHED GRADE POLYEGLIDE ro 1 � COMPACTED #5 @ $" O.C. N 1 /4" GATE `V � SUBGRADE EACH WAY I 5ECTIOM 9/16" O-J GUIDE EXTR'N MOUEL 4291 QETB WASHINGTON ALUMINUM COMPANY OR ALUMINUM HAND LE 5MP GAY - _qTtik NOT t SCALE 1-1/2" 0 X PIPE -SAWED no. I date \If"►t7 (lrf'lll tf TP'Pl :►, ► 10 1:4 NOT t $EVI$IONS c}escr�—,— i_1 /9" os mi r ri1T IN IT OVER HOE E IEMBRANE LINER 10" X 10" LINER rrccrAmLv SUBGRADE ka ►I ck4. DATE: DESIGNED 13Y: DRAWN BY: APPROVED DY: GRAVITY SEWER PIPE MATCH PIPE DIAMETER 14L4-- I Tt-J I I — OA—^■ATE,■i..PIPE r.� ip,�,j NOT TO SOAL� 12" OCTOBER, 2000 D.J.S. 7-A.W. D.J.S. nn►If')AnTrn CII f TOP = 622.00 12" FREEBOARD ANCHOR TRENCH DUAIL UNQQYEBEQ NOT i CONCRETE PIPE SUPPORT REFER TO DETAIL THIS SHEET I AIL! — G1 r-nn gilbert w. clif Engineers -- Sum P,O. 13ox 781 150-G Olde Greenwich Dr. Firedericksbulrg, Virginia 22404 (540) 890 -2115 ALUMINUM GRATE PRECAST CONCRETE STRUCTURE WITH 4' X 4' MIN. INSIDE CLEARANCE, PROVIDE WITH STEEL ANGLE TO SEAT ALUMINUM GRATE. ,r-- FINISHED GRADE INV. 24" = 616.20 rk 24" BACKWASH PIPE INV. 612.00 INV = 616.00 � P NV. T 616.20 JM HAND LIFT ATE FRAME. ONE GATE. FIELD SEAM 1/4" RLIJE 45 DEGREE PIPE 80QT NOT TO SCALE NQ'E5 E98 QEOMEMQRAN, INSTALLATION THE GEOMEMBRANE SPECIFICATIONS NOTED BELOW WERE DEVELOPED IN ACCORDANCE WITH SPECIFICATIONS PROVIQED BY WATERSAVER COMPANY, INC. IF AN APPROVED EQUIVALENT IS USED, THE GEOMEMBRANE MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THERPFORE, AN EQUIVALENT PRODUCT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, 1. A 45 MIL WATER SAVER POLYPROPYLENE 4500 REINFORCED (PPE-R) GEOMEMBRANE SHALL BE PLACED IN THE $ASIN AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 2. SURFACES TO BE LINED SHALL BE FREE OF ALL ROCKS, ROOTS, VEGETATION, SHARP OBJECTS, OR DEBRIS OF ANY KIND. THE SURFACE SHALL PROVIDE A FIRM, UNYIELDING FOUNDATION FOR THE GEOMEMBRANE WITH NO SHARP OR AE�RUPT CHANQES IN GRADE. THE OWNERS GEQTECHNICAL ENGINEER WILL OBSERVE AND TEST THE BASIN SUBGRADE. IF QNDERCUTTING OR MATERIAL REMOVAL IS REQUIRED, THE BASIN SHALL �3E EIACKFILLFD WITH A LEAN CLAY SOIL (CL) AS CLASSIFIED BY ASTM D 2487 WITH NO ROCK GREATER THAN 0.5—INCH IN DIAMETER. THE SOIL SHALL BE COMPACTED TO 95 PERCENT OF THE SOILS MAXIMUM DRY DENSITY BASED ON ASTM D 698 (STANDARD PROCTOR METHOD), 3. IN ADDITION, IF BEDROCK OR BOULDERS ARE ENCOUNTERED WITHIN 6 INCHES OF THE BASIN SUBGRADE, THE ROCK SHALL DE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW THE BASIN SUBGRADE AND BACKFILLED AS NOTED ABOVE. THE SOIL WILL BE UNCLASSIFIED; THEREFORE, ANY RACK REMOVAL WILL BE AT THE EXPENSE OF THE CONTRACTOR, 4. THE GEOMEMBRANES SHALL BE POSITIgNED WHEN THE AIR TEMPERATURE IS 45 DEGREES AND RISING. THE GEOMEMBFANF SHALL NOT BE PLACED OVER FROZEN GROUND, THE PPE-rR MEMBRANES SHALL BE STORED IN ITS ORIGINAL PACKAGING UNTIL READY TO USE. THE NUMBER OF PANELS TO BE EPLOYED IN ANY DAY SHALL BE LIMITED TO THE NUMBER OF PANEL WHICH CAN BE SEAMED OR SECURED THAT DAY. �. DEPLOY GEOMEMBRANE PANELS TO MEET A MINIMUM PANEL OVERLAP OF 4 INCHES. SHINQLE PANELS IN A DOWN GRADIENT DIRECTION WHENEVER POSSIBLE. 6. FACTORY .FABRICATION AND SEAM REQUIREMENTS OF WATERSAVER?S PPE -R 4500 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. IN ADDITION, ALL TEST RESULTS YERIFYING THAT THE MATERIAL AND SEAMS ARE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FIELD INSTALLATION OF THE GEOMEMPRANE. 7. THE CONTRACTOR SHALL PROVIDE A 20 YEAR WARRANTY ON ALI_ GEOMFMBRANE MATERIAL, SEAMS AND INSTALLATION. THE WARRANTY SHALL INCLUDE ALL MATERIAL AND LABOR TO REPAIR OR REPLACE THE LINER IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. S. TEST STRIPS SHALL BE PERFORMED ON A DAILY BASIS IN ACCORDANCE WITH WATERSAVER SPECIFICATIONS. ACCEPTANCE OF THE TEST STRIPS AND IN -PLACE WORK WILI- ALSO BE BASED ON WATERSAVER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL PERFORM NONDESTRUCTIVE TESTS ON ALL SEAMS IN ACCORDANCE WITH WATERSAVER SPECIFICATIONS ON A DAILY BASIS AND PRIOR TO MEMPRANE ACCEPTANCE PY THE ENGINEER 9. THE GEOMEMBRANE SHALL BE UV RESISTANT IN ACCORDANCE WITH ASTM G26 XENON ARC Q 80f C, 40g0 HRS. GRAPHIC SCALE: I/4" 1'-0" 1/4 0 1/4 1/2 GRAPHIC SCALE: 1 " = 1'-0" 1/2 0 1 2 1 GRAPHIC SQAL�: 1 " = 10, 10 0 10 20 jm NORTHERN WATER TREATMENT PLANT scale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED MDEMCK COUNTY, MGINIA DRAWING — PROJECT FOURTEEN CK ers Water Quality BACKWASH BASIN DETAILS AND MOTES ISHE9T 200 North Cameron} St. Winchester, Virginia 2R601 OF (540) 667-213 FREDERICK COUNTY VIRGINIA sociates, inc. WIDTH AND SLOPE AS INDICATED 4" THICK VDOT, CLASS BROOM FINISH UNLESS A3 CONCRETE INDICATED OTHERWISE 1 COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. FINISHED GRADE PROVIDE CONTROL JOINTS AT INTERVALS NOT TO EXCEED 5' ON CENTER. PROVIDE 1/2" PREFORMED EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 50' ON CENTER, AND WHERE SIDEWALK ABUTTS FIXED OBJECTS. NOT TO SCALE 2" TYPE SM-12.5A BITUMINOUS CONCRETE 3" TYPE BM-25.0 BITUMINOUS BASE COURSE WIDTH & SLOPE AS INDICATED PROVIDE 1 /2" THICK PREFORMED JOINT FILLER WHERE SIDEWALK ABUTTS BUILDING OR FIXED OBJECTS BROOM FINISH UNLESS INDICATED OTHERWISE _-► .,. 2 2" R PAVEMENT SURFACE CONCRETE, VDOT CLASS A3 COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. PROVIDE CONTROL JOINTS AT INTERVALS NOT TO EXCEED 5' ON CENTER. PROVIDE 1 /2" PREFORMED EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 50' ON CENTER, AND WHERE SIDEWALK ABUTTS FIXED OBJECTS. NOT TO SCALE Headwall to be beveled in all areas except where A conflict with Notes+ "womay r reduced until hot reaches a minimum ase a where f end- invort or wingwage occur, EW-I,IA would protrude above shoulder line. In no case stall top of end - wall project above fill slope, ditch slope, or shoulder, eeval edge is required on the headwall at the inlet end of the This item (My be precast or cast in place. culvert 1 where the flow enters the culvert I. All cast in place concrete to be Class Al For precast See Sheet-101.02. This standard to be used with straight crossings and oil skews (0'to45')• Headwall at the outlet and of the culvert may be either square L � edge or bevel edge. Shape to be beveled with mortar S •,X - 3!4• chamfer shall be • D provided on all exposed edges. a r �t D ---_-_ .'. _ _ .'. ;, Do not bevel invan FRONT ELEVATION I'D—`I Note: On shallow fills, where endwalls are I' or less below shoulder line, the END ELEVATION top of the endwall shall be constructed parallel to the grade of the road. a=t25 ±/foot dameter b = f' foot diameter EW-i I EW-IA ENDWALL FOR ELLIPTICAL PIPE DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) ENDWALL FOR CIRCULAR PIPE E12" 15. 18" 21«or 2d' 27& 3 33"ar36' A CF-6' 0'-8" 0=9" 0'-II" I'-e I-0"I'-6" 1'-9" 2=0" 1-4" I-7I-92= 2-6 2-9" 101'3" I'-6"2 0" 2'-6" 3'-0` d-6" 0'-B' d-e" 0'9" 0'-9" 0-9" H 2'-3' V-11 a I S- 2" 3� 9« 1 4'-3" 4=9" L 4'-e 5'-0" 1 6'-0" BL 0" lc-Cr 12LO" 0'-r 0"-21/r 0'3' a'-4" O'4112" b 0'-1 1/4" 0'-11/4" 0'-1 1/2' 0'-2' IY-2 1/2' ty-3' CU. YDS. CONCRETE 0.241 0.492 GhkApe 0,257 0.521 0.697 1.319 2.067 2.94 REFEREN( 105.04 302 REFEREN( 105.04 302 7 CU. YDS. CONCRETE 0.739 1.398 2.198 3.145 1,140pel0,502 10.855 11,236 1 1.500 l-i STANDARD ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT Or TRANSPORTATION VDOT EUV-1, STANDARD ENDWALL FOR PIPE CULVERTS; VESC 3.18 NOT TO SCALE PRIME AND DOUBLE SEAL PER VDOT f - 4"--� ROAD AND BRIDGE SPECIFICATIONS 2� d Concrete to be Class A3 If - cost in ploce,4000PSI it a.'. •. ;,;e• Q d QQ G precast. a•. surface A ... Base Subbm COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. 8" AGGREGATE BASE, TYPE 1, GRADING 20, 21, 21A OR 22 BITUMINOUS PAVEMENT SECTION NOT TO SCALE (HEAVY DUTY PAVEMENT) COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. 12" TYPE 1 SIZE 21 OR 21-A AGGREGATE SURFACE_ TREATED �PAVEMENT SECTION NOT TO SCALE (FOR REAR LOADING AND MAIN ROAD AREAS) (LIGHT DUTY PAVEMENT) 2, 24' 2, PRIME -AND DOUBLE SEAL PER VDOT ROAD AND BRIDGE SPECIFICATIONS SLOPE 1 /4":1' SLOPE 1 /4":1' - 4 Z' A d 12" TYPE 1 SIZE 21 OR 21-A AGGREGATE COMPACTED SUBGRADE SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D698; STANDARD PROCTOR. no. date 1 2/8/01 REVISED PER VDOT COMMENTS 2 5/17/01 REVISED PER COUNTY COMMENTS 3 8/10/01 REVISED PER COUNTY COMMENTS NOT TO SCALE REVISIONS description _ JOB NO. by ekd. -- T.A.W. D.J.S. DATE: T.A.W. D.J.S. T.A.W. D.J.S. DESIGNED BY: DRAB; BY: OCTOBER, 2000 D.J.S. T.A.W. D.J.S. CONCRETE TOP YELLOW 8" SISHEDHEE- 4— STEEL PIPE FILLED WITH CONCRETE F-1" SLOPE This item may be precast or cost in place. =tl This curb is to be used when design speed is 40 MPH or less on Rural highways and We: Curb having o radkis of 300 ft or less L ►:..' su,fac. 45 MPH or less in developed turban and (olorn face of curb)wi11 be paid for as radial el a !''< ' .. suburban areas. curb- The depth of curb moy be reduced or much as :V (I5"deptWor irtcreand as mueh as rM*depth) -- T' in order t11ee the bollom of Curb will coincide with the bP of O COtIN OT flue pat/eI1N111 substructure. otherwise the dspfh K to be 18"os Subboaf 12' ACCEPTABLE ALTERNATE IF CURB IS EXTRUDE shown. No odjustment in the price bid is to be mode for a decrease or an increase in depth. REFERENCE STANDARD 6"CURB VIRGINIA DEPARTMENT of TRANSPORTATION 201.01 105 502 Ii r1w',:.11::►! o e ae • n e. TURN .DOWN EDGE SIDEWALK.: ,' 9' WIDE HANDICAP SPACE WITH 9' WIDE PAINTED ISLAND. PROVIDE HANDICAP PARKING SYMBOL ON PAVEMENT ----HANDICAP PARKING SIGN 4' n: 0 N M-I 1 9' TYP. VDOT CG-12 RAMP gilbert w. clif Engineers - Sury P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 PLAN " BENDS COMPACTED OR UNDISTURBED EARTH (TYP.) y 24"MIN 12" & LARGER PIPE 1 18"MIN 10" & SMALLER PIPE �5 m •' . V�-- • r ,: . , . . • 4. SECTION X-X BENDS & TEES 6" MIN 18" MIN cCQ PLAN & ELEVATION PLUGS SIZE 1 4 BENDS A I B 1 8 BENDS I A B 1 16 BENDS 1 A I B TEES I A 1 B PLUGS 1 C D 4" 16" 10" 9" 10" 6" 8" 10" 1211 1011 21 " 6" 16" 10" 9" 10" 6" 8" 10" 12" 10" 21 " 8" 22„ 13" 12" 13" 8" 10" 13" 16" 12' 29" 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" 14" 35" 24" 19" 24" 12" 20" 22" 27" 18' 48" 16" 38" 27" 21 " 27" 12" 24" 24" 30" 20 54" THRUST BLOCKS NOT TO SCALE POST MOUNTED HANDICAP SIGN CONCRETE ra r�r,a,ai ii CONCRETE BLOCK, TYPICAL / HANDICAP I' RAMP I � I \ (-+— 8 1 /2' MIN. _ 8' MIN. --} -I ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA CRITERIA SCALE: 1 /4" GRAPHIC SCALE: 1 /4" = 1'-0" 1/4 0 1 4 1 2 GRAPHIC SCALE: 1 " = 20' 20 0 20 40 NORTHERN WATER TREATMENT PLANT scale •incFREDERICK COUNTY SANITATION AUTHORITY AS NOTED S O C 1�; S, FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN iers - Water Quality CV MISCELLANEOUS DETAILS AND NOTES SHEET 200 North Cameron St. Winchester, Virginia 22601 OF (540) 667-2139 FREDERICK COUNTY VIRGINIA CURVE TABLE URVE RA IUS C ENG CHORD LENGTH CHORD BEARING 01 1. 75 .00' 207.48' 206.82 N 54'30'55' W 02 40.12' %-191169.14 N 42'26'43 W 550.19' 423,20 413.23 N 16'36 59" W 4 22 7.59 .95 88.94 N 0610'54" E I I EX. QUARRY 34- A-11A OLOBAL STONE ,,!`'✓ "N 43.31105" E CHEMSTONE CO�PORATION ':' 173.00' DB. 934 PG. 1838 � � N 01.28'55' W S OR N 461285 W a" �•'' N 13°00100' w 34-A-11A 205.00 GLOBAL STONE 4 CHEMSTONE CORPORATION DB. 934 PG. 1838 ,�-?� , ra 30 WATERLINE dt ELECTRIC EASEMENT HEREBY GRANTED 20 WATERLINE ESMT �,,� HEREBY GRANTED ' SPI' 17.551 = S W45'41" W 294.00' a4� 120.00y N 5900'53' W / C-' f 123.00' ' f P/L RAILROAD / 33-A- 166 SIDING 0 FR LAND D 1 COMPANY. L'�. •�•YIIATEREF'��::�M'��:: $48/d06 L.EA$E PARCEL AGirInr"si:�::: j. o �-a:��4iER8Y GRIINTE�S, NOTE: %N 39'48'30" E ...... 1. NO TITLE REPORT , 241.00' FURNISHED. 40' RAILROAD R/W --EX. QUARRY 2. METES AND DO. 272 PG. 569 N 84'4g'34" E BOUND`S OF EASEMENTS OF *'� A *I 175.00 CENTERuNE 24' HMEBY DEDICATED EASEMENT. ems, $3' FOR PUBLIP STREET g �'`: 20' DRAINAGE ES1iT QO• PPRPOSES p.2018 AG .,HEREBY GRANTED CHARD=N 64'17'54" W -r 48.$2' c �'-...---'"" BRUC9TO WN ROAD � �` �'`� 84'45 4j w 370.30 S 13'0Q'00" E RTE. 612 <�''� 332.00' 25.23 L�4S4- PARC&L FLAT ON W_ LAND OF 'fH QF GLOBA STONE CKYSTONE CORPORATION S. W. Marsh STONEWALL MAGISIrRIAL DISTRICT No. 001843 ERtPERIGK OOUNTY, KgR64YIA L�QT, • t�15/i01 S�i4LE.t 1 '200' SHCg 1 CIF 2 d4 Mars. � Legge L4nd Surveyors, P.L.C. --�-- - $60 NOR711 LOPDOPN STRM - '!IR►TCHESM. VIRGINIA 22601 DRAWN BY: JGB PHQNE (W) p67-068 N FAQ (54p) 687-0"9 N BMAI� mUs0shentel.act DWG NAME: LEASE VALVES LARGER THAN 12" NQMINAL SIZE SHALL OE 9UTTFRFLY VALVES MEGALUG VALVES SHALL BE RODDED TO ADJACENT TEES AND CROSSES _9KE VALVE NOT TO SCALE REVISIONS no. date description} 1 2/a/01 REVISED PER VDH COMMENTS 2 5/17/01 REVISED PER COUNTY COMMENTS EX. QUARRY 100x100 WELL LOT EASEMENT 20' INGRESS/EGRESS, ES//CHEMSMNE MT HEREBY GRANTED 4--A-11 AOBAL STONE CORPORA934 PG. 1831 1 j EX. QUARRY•----5'7 i /: LEASE PARCEL PLAT 34-A--11 FREDERICK LAND COMPANY, L.C. DB. 848 PG. 606 LINE TABLE L1 N 59'27 27 W 100,00' L2 N 30'32 33" E 100.00' L3 S 59'27'27 E 100.00' L4 S 30'32 33 W 100A0' ON THE LAND OF ' TH 01p;_ GLOBAL STONE CHDYSTONE CORPORATION S.W. Marsh STONEWALL MAGISTERIAL DISTRICT No. 001843 FREDERICK COUNTY, VIRGINIA QATE- 1115101 SCALE- 1 =F 200' SHEET 2 O2 l��D SInv���� Marsh & Legge Land Surveyors, P.L.C. 560 NORTH LOUDOUN STREET - WINCHESTER, VIRGINIA 22801 DRAWN BY: JGB PHONE (540) 667-0468 - FAX (540) 667-0469 - EMAIL mIlAshentelas DWG NAME: LEASE THE WORD "WATER" OR "SEWER" CAST IN COVER AS APPLICABLE 2' SQ. X 6" DEEP CONCRETE COLLAR REQUIRED FOR NON PAVED AREAS CAST IRON VALVE BOX MECHANICAL JOINT RESILIENT SEAT GATE VALVE -- MEGALUG `-WATER OR SEWER MAIN 8" X 8" X 16" CONCRETE BLOCK PAD REQUIRED FOR PVC PIPE _ JOB NO. by ckd. T.A.W. D.J.S. DATE: T.A.W. D.J.S. DESIGNED BY: DRAWN BY: APPROVED BY: THE WORD "WATER" CAST IN COVER 2' SQ. X 6" DEEP CONCRETE COLLAR REQUIRED FOR NON PAVED AREAS SIDE OPERATOR WITH 2" SQUARE OPERATING NUT- MEGALUG -- , VALVES SHALL BE RODDED TO ADJACENT TEES AND CROSSES _BUTTERFLY VALVE (VALVES LARGER THAN 12") NOT TO SCALE OCTOBER, 2000 D.J.S. T.A.W. D.J.S. CAST IRON VALVE BOX —MECHANICAL JOINT BUTTERFLY VALVE MEGALUG WATER MAIN �y S� r $ IRS 843T".51J' £ MAO' IRS 4517 Sit Fr.! *A''r"S'TA flaV Liz% a 4M-A--17 7J4r151Ft r GiF' ar a%wr NI LAB' 812 PG 1627 +• c3 14J=7 AA h x 1 t525' TO INTX. i ! 1 U.S. RT£. 11 WAR71tiRG PIKES w..",� 1Rf a MA, s l4a )r I NO 77 71t fiEPOIR 7' FURNI-WED. 2 rAmwNTS .NAY F_An r 7NAT ARE NOT Sq 06W. I IRS — IRCW AW S11!7 2a Q 2© 40 /14•— f' IR+CW ROD FWNO 4. BOUWARY hVrLWM A PaV IS RASED CW A PLA T a y auor n1r>#& P1 OA7E`D AaalsT 4 t997 R£cvwv SCALE: 1" 2Q' IN DEW 80W 89r AT PAGE 1366. AUTSWWO 1H41°�+ AST Or TH o� �f D7iICiCS7F.�'S L - PC COUtW I AAA 094K ' Galt' QMT � & W. Marsh VM W4Y &2 PAOF 1821 No. 041W 57aWXW ruasANA L+ YWf a17E.- 31131200Y SC41F-• 1 0-20' .SHEET I CF ? d4x� susry �� Marsh & Legge Land Surveyors, P.L.C. ". 0 "RM 110u tm - Y MCIMSM, Vll INIA 22601 DRRAWN BY: W PHONE (540) W7-040 - FAX (640) M7-040e - MAR mUwahaattl,uet DWC NAME: 102500 cast iron cleanout cap with brass plug R. having a countersunk square head Panella Model PA4SV—CSK 4" Panella Model PA6SV—CSK �6"� finished grade i square concrete skid pad r;•,.� .�. „� iv 20"x 20"x 12" deep `-----aggregate base ( depth 3" ) cleanout pipe SDR 21 sanitary sewer main wye� 45' bend \ — 6" stone bedding NOTE Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. SEWER... coo uT NOT TO SCALE gilbert w. c] Engineers - S P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 s0ciates, lice IN NON PAVED AREAS PROVIDE BACKFILL COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D698. IN PAVED AREAS BACKFILL WITH VDOT NUMBER 21A STONE, FULL DEPTH. COMPACT TO 95% MAXIMUM DENSITY PER ASTM D698. Is A INITIAL TRENCH BACKFILL COMPACTED TO • ' . ° ° •"• • ' d 95% MAXIMUM DENSITY PER ASTM D698. ° °' • a' 6,MIN. d EXTEND BEDDING TO 1/8 PIPE " e • • , �e d °• '8 MIN. • °• d' ' ' ' 8' ' Jvl N.••, DIAMETER, 4 INCHES MINIMUM ABOVE BOTTOM OF PIPE. EXTEND •d , • ' d '° : BEDDING TO PIPE CENTER LINE FOR ° 'd PIPE � PVC PIPE. • 'd' ' PIPE °• °�' ° '. a °q.' •� d BEDDING COMPACTED WITH PLATE TAMPER 6" MIN. BEDDING, INITIAL BACKFILL AND BACKFILL MATERIAL SHALL BE AN OPEN -GRADED COURSE STONE AGGREGATE MEETING VIRGINIA DEPARTMENT OF TRANSPORTATION REQUIREMENTS FOR SIZES NUMBER 68, 78 OR 8. BEDDING, INITIAL BACKFILL AND BACKFILL MATERIAL SHALL BE IMPORTED MATERIAL FROM AN APPROVED SOURCE. TYPICAL PIPE BEDDING DETAIL PAVED AREAS AND OTHER AREAS WHEN IN -SITU MATERIAL IS UNSUITABLE) NOT TO SCALE TRENCH BACKFILL COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D698. 4' • ' ° d 6 MIN. q d •d ' °4: '• a 1'Qjd ' .d d i '8'•'Q MIN': .'q 8'• MIj�I.: ' e . PIPE � PIPE BEDDING COMPACTED WITH PLATE TAMPER 6" lMIN. 1 BEDDING AND INITIAL BACKFILL MATERIAL SHALL BE AN OPEN -GRADED COURSE STONE AGGREGATE MEETING VIRGINIA DEPARTMENT OF TRANSPORTATION REQUIREMENTS FOR SIZES NUMBER 68, 78 OR 8. BEDDING AND INITIAL BACKFILL SHALL BE IMPORTED MATERIAL FROM AN APPROVED SOURCE. TRENCH BACKFILL SHALL BE IN -SITU EXCAVATED MATERIAL. THE CONTRACTOR SHALL TAKE CAUTION TO PREVENT CONTAMINATION OF BACKFILL MATERIAL. TYPICAL PIPE BEDDING DETAIL (NON PAVED AREAS) NOT TO SCALE GRAPHIC SCALE: 1 " = 200' 200 0 200 400 NORTHERN WATER TREATMENT PLANT scale FREDERICK COUNTY SANITATION AUTHORITY AS NOTED FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN C7 >.ers - Water Quality MISCELLANEOUS DETAILS AND NOTES SHEET 200 North Cameron St. Winchester, Virginia 22601 (540) 667-2139 FREDERICK COUNTY INITIAL TRENCH BACKFILL COMPACTED WITH PLATE TAMPER4. VIRGINIA DRAINAGE SITE PLAN, SCALE: 1 " = 200' Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation, Str. No. From Area Q(10)cfs Inv. Out Top Elv. Type 1.0 1.0 15.40 609.40 609.40 ES - 1 2.0 2.0 8.79 616.00 616.00 ES - 1 3.0 3.0 2.36 623.70 623.70 ES - 1 4.0 4.0 5.30 612.70 612.70 ES - 1 n(plastic) = 0.010 Culvert Summary n rc = 0.013 Culvert Inv. In Inv. Out L ft Din. S(%) Type 1.0 609.40 608.25 115 24 1.00 RCP Str. quarry 10 z0 616,00 615.70 30 18 1.00 RCP Str. Storm Channel D 3.0 623.70 622.50 70 15 1.71 RCP Str. Storm Channel E 4.0 612,70 612.30 40 15 1.00 RCP Str. Storm Channel A STRUCTURE "4" IS NOT IN CONTRACT Prainoge Area Summary Accumulated Total DA Area(ac) G CA T(c)min i(2)inlhr i(10)irtlhr Q(2)cfs 0(10)cfs 1.0 3.20 0.31 3.36 15.0 3.3 4.6 11.2 15.4 2.0 3.39 0.34 1.52 9.0 4.3 5.8 6.5 8.8 3.0 0.69 0.50 0.35 5.0 5.3 6.8 1.8 2.4 4.0 2_53 0.34 0.86 7.0 4.8 6.2 4.1 5.3 STONE CONS T]HUCTION ENTRANCE EXISTING GROUND 70' MIN, A FILTER CLOTH 6" MIN. I Al SIDE ELEVATION 12' MIN. `- VDOT #1 COURSE AGGREGATE B * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION REINFORCED CONCRETE 70' MIN. WASHRACK (OPTIONAL) POSITIVE DRAINAGE TO SEDIMENT iTRAPPING DEVICE PLAN VIEW SECTION A -A SECTION B-B 10, MI EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT 10' MIN. DRAIN SPACE SOURCE: ADAPTED from 1983 Maryland Stangards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 cE TEMPORARY CONSTRUCTION ENTRANCE; VESC 3.02--1 NOT TO SCALE FINISHED FINISHED GRADE GRADE .d • . q. CHLORINE SOLUTION d SEPARATE 1 1 /2" CONDUITS FOR FEED PIPE SEAL PIPE SEAL CONDUIT � CONTROL AND ELECTRICAL IN MANHOLE ° z CONDUCTORS IN MANHOLE a, e. PIPE PIPE FLOW MEASURING HEADS �• ,a' STRAPPED TO PIPE PER MANUFACTURERS RECOMMENDATIONS 6'-0" PRECAST CONCRETE DOG HOUSE MANHOLE' VDQT TYPE B-2. PROVIDE 8" REINFORCED PRECAST CONCRETE LID WITH VDOT TYPE IC-2 FRAME AND COVER no. dote 1 2/�/01 REVIS'FD PER VDH COMMENTS 2 1 5/17/011 REVISED PER COUNTY COMMENTS 6'-0" PRECAST CONCRETE DOG HOUSE FILL AROUND MANHOLE; VDOT TYPE B-2. PROVIDE BACKFILL AROUND WITH SAND 8 REINFORCED PRECAST CONCRETE PIPE WITH SAND LID WITH VDOT TYPE IC-2 FRAME CHLORINE SOLUTION FEED MANHOLE AND COVER FINISHED WATER FLOW METER MANHOLE NOT TO SCALE NOT TO SCALE BACK PIPE REVISIONS description JOB NO. by ckd. -- T.A.W. D.J.S. DATE: T.A.W. D.J.S. DESIGNED BY: DRAWN BY: OCTOBER, 2000 D.J.S. T.A.W. D.J.S. 1. SET THE POSTS. 6' MAX i STEEL OR WOOD POST -IMBED 3' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 413 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. Ell TED FABRIC FILTER FABRIC �+ GROUND LINE EXTENSION OF t` FABRIC AND ANWIRE INTO THE TRENCH. n @TEMPO DRAIryAGEWAY INSTALLATION (FRONT ELEVATION) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION FRONT ELEVATION) 3.05--2 NOT TO SCALE PIPE OUTLET CONDITIMS A A, 'IPE OUTLET TO FLAT LREA WITH NO DEFINED :HANNEL L a 0 R -► _ I d SECTION A -A FILTER CLOTH KEY IN 6'-G*; RECOMMENDED FOR ENTIRE PERIMETER L 3do (MIN.) )IPE OUTLET TO WELL )EFINED CHANNEL d SECTION A -A (- FILTER CLOTH KEY IN 8'-B'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY HE RD?RAP, GROUTED RIPRAP, GAHION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. gilbert w. clif Engineers - Surv( P.O. Box 781 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 (540) 898-2115 � PIPE OUTLET PROTECTION VESC 3.18-1 NOT TO SCALE SILT FENCE CULVERT INLET PR 0 TE C TION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION FLOW ^' - 2.5' *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 IP CULVERT INLET PROTECTION VESC 3.08-1 NOT TO SCALE SOURCE: VA. DSWC PLATE. 3.20-1 FCD ROCK CHECK DAM: VESC 3.20-1 NOT TO SCALE GRAPHIC SCALE: 1" = 200' 200 0 200 400 NORTHERN WATER TREATMENT PLANT scale FREDERICK COUNTY SANITATION AUTHORITY As NOTED ;sociates, FREDERICK COUNTY, VIRGINIA PROJECT FOURTEEN DRAWING I<ers - Water Quality C8 MISCELLANEOUS DETAILS AND NOTES SHEET 200 North Cameron St. Winchester, Virginia 22601 OF (540) 667-2139 FREDERICK COUNTY VIRGINIA 00 00 . 00 MRlt CHANNELS ..... CHANNEL gHANNEL "F EXISTING GRADE I I ! f TOP OF CHANNL I .�_... �t� STRUCTUf E 4 I INVERT OF CHANNEL MIN. DEPTH = 2. ' Z 0 Z O M STA. .;N jTIN TO STR. 1 DATUM ELE Z t0 ? iU !J7 4 605.00 0 09 C rn o w .4' CV O I� t0 t0 t0 CO (D t0 CD CO CD [D P� N N N N to [O w CD sfl w [� tC) co CD (O CD cD t0 co (D 'ROVIDE FILL TOP OF CHANNEL EXISTING GRADE r--INVERT OF CHANNEL GRADE DITCH �TO DAYLIGHT DATUM ELEV 610.00 \1, ■U,lz MIN. DEPTH = 1.7' GRASS LINED CHANNEL 3 a NOT TO SCALE GRASS LINED CHANNEL 0 WIDTH NOT TO SCALE Difth CakulaboM Ditch A 6 G D E1 E2 Q(2)Cfs 1.8 4.1 1.2 11,2 4.1 6.5 Q(1 L1)Cfs 2.4 5.3 1 A 15.4 5.3 8.8 Ditch Type TRAP TRAP V U TRAP v Channel Slope (ft/ft) 0,008 0.012 0,016 0.023 0.0088 O.O0Fs8 Width(ft) 4.0 7.8 0.0 0.0 9.2 0.0 5S (x:1) 3 3 3 3 3 3 Manning's n 0.08 0.08 0.08 0.06 0.08 0.08 Flow A -ea (scift') 2.21 3.91 1.27 4.32 4.51 18.75 Wetted Perimeter (ft) 6.66 10.52 4.11 7.59 11.92 15.81 Trial a (cfs) 1.8 4.1 1.4 11:2 4.1 35.1 Trial Depth 2yr (ft) 0.42 0.43 0.65 1.20 0.43 2.50 Depth 10 yr (ft) 0,5 0.5 0.7 1.35 0.5 2 2-Yr Velocity (fps) 0.80 1.05 1.07 2.60 0.91 1,96 Mimimun ditch *th (ft) 1.5 1.5 1.7 2.4 1.5 3.0 Leg EC-2 EC-2 EC-2 EC-2 EC-2 EC-2 Minimum linirig width ) 13.0 16.8 10.2 14.1 18.2 18.0 na RAW WATER PUMP PUMP DISCONNECT NEW 480 VOLT, 3 PHASE, 4 WIRE 2000 AMP SERVICE TO REPLACE EXIST. �— STRUCTURAL SUPPORT FOR DISCONNECT F rl I 1 I, ULF I f I, DILL D, rVYU QUANTITIES OF CONDUIT (TYP) RAW WATER PUMPS PUMP DISCONNECTS rFUTURE DISCONNECT POWER RISER DIAGRAM NO SCALE SEE SHEET E-5 FOR DUCT BANK REQUIREMENTS STRUCTURAL SUPPORT FOR DISCONNECT PROPANE GAS GENERATOR 75 K VA #6 GROUND PER NEC REVISIONS PROJECT NO. date description by ckd. DATE: JANUARY, 2001 DESIGNED BY: MEO DRAWN BY: B E,ci APPROVED BY: MEO #6 GROUND PER NEC C C NikEL E. O'CO,NNELL (u kr a CONTROLSZOPERATIONS BUILDING — SCALE: 1 /8" = 1'-0" gilbert w. cl. Engineers — S P.O. Box 781 150—C Olde Greenwich Dr. Fredericksburg, Virginia 22404 -3sociates, inc. •s — Water Quality 200 North Cameron St Winchester, Virginia 22601 GHTING PLAN O'Connell & Associates, P.C. CONSULTING ENG INEERS 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 0034C NORTHERN WATER TREATMENT PLANT FREDERICK COUNTY SANITATION AUTHORITY FREDERICK COUNTY, VIRGINIA PROJECT FOURTEEN OPERATIONS BUILDING — LIGHTING PLAN scale AS NOTED DRAWING El SHEET 4-5 OF 5 FREDERICK COUNTY VIRGINIA PROCESS CONTROL BY Z-OTHERS CKT LC-11 r--- I I CX (EXAMPLE CKT) L - - - - CX PROVIDE AS "NO" REC FOR GROUND - OR "NC" TYPE AS FLUORIDE REQUIRED BY METERING PUMP EACH CKT (EXAMPLE) PROVIDE CONTACTOR WITH 120V CONTACTS IN QUANTITY TO SERVE EACH CKT/EQPT PIECE AS REQUIRED BY PROCESS (TYPICAL) NOTE: COORDINATE ALL REQUIREMENTS WITH THE PROCESS CONTROL PROVIDER, OPERATIONAL REQUIREMENTS, FIELD LOCATIONS, AND DEVICES UTILIZED (TYP. FOR EACH CKT AND EQPT PIECE) RELAY, CND, CABLING, CONNECTIONS, REC, AND COORDINATION BY THE ELECTRICAL CONTRACTOR (TYP EACH CKT) T\ / 1-\ 1 /'\ A I i\ r\ / 1 1\ r1 /1 w 1 w 1 r r\ T I r\ w I r\ L•� T • 1 I NO SCALE DRAWING NOTES: 1. PROVIDE THE SAFETY SWITCHES AND CIRCUITING AS FOLLOWS: CU-1: 208V, 3PH, 25.5 MCA - PROVIDE 240V, NEMA 3R, 3 POLE, 60 AMP FSS, FUSED AT 40 AMPS. RUN 3 #8 + 1 #10 GROUND IN 1" CONDUIT. PRV-5, 6 & 7: 208V, 3PH, 5 HP - RUN 3 #8 + 1 #10 GROUND IN 1" CONDUIT FOR EACH. EUH-1 & 2: 208V, 1PH, 5 KW - RUN 2 #8 + 1 #10 GROUND IN 1" CONDUIT FOR EACH. EWH: 208V, 3PH, 5000 WATTS - PROVIDE 240V, 3 POLE, 30 AMP NFSS. RUN 3 #10 + 1 #10 GROUND IN 3/4" CONDUIT. FILTERED WATER PUMPS: 480V, 3PH, 40 HP - PROVIDE 480V, 3 POLE, 100 AMP NFSS AND RUN 3 #2 + 1 #6 GROUND IN 1-1/2" CONDUIT TO NFSS AND MCC FOR EACH. AIR COMPRESSOR: 480V, 3PH, 3 HP - PROVIDE 480V, 3 POLE, 30 AMP NFSS AND RUN 3 #12 + 1 #12 GROUND IN 3/4" CONDUIT TO NFSS AND MCC. BLOWER UNITS: 480V, 3PH, 30 HP - PROVIDE 480V, 3 POLE, 100 AMP NFSS AND RUN 3 #2 + 1 #6 GROUND IN 1-1/2" CONDUIT TO NFSS AND MCC FOR EACH. 2, RAW WATER PUMPS: 48OV, 3PH, 100 HP - PROVIDE 480V, 3 POLE, NEMA 3R, 400 AMP NFSS FOR EACH. PROVIDE MOUNTING STRUCTURE FOR NFSS PER CODE AND SECURE NFSS TO STRUCTURE. RUN 3 #350 + 1 #3 GROUND IN 3-1/2" CONDUIT TO NFSS AND MCC FOR EACH. ALSO RUN TWO 4" EMPTY CONDUITS TO SAME LOCATION FOR FUTURE USE. RUN 3 #1 /0 + 1 #6 GROUND IN 2" CONDUIT TO PANEL AT EACH FLOATING PLATFORM, COORDINATE REQUIREMENTS. PROVIDE CODE ACCEPTABLE FLEXIBLE WATERPROOF CONDUIT WHEREVER CONDUIT IS INSTALLED IN THE WATER. 3, MOTOR OPERATED DOOR: 120V, 1PH, 1 /2 HP - COORDINATE WITH DOOR SUPPLIER PRIOR TO INSTALLATION AND PROVIDE ALL COMPONENTS AND WIRING NECESSARY FOR A COMPLETE AND OPERATING DOOR SYSTEM. 4, HOIST: 208V, 1PH, 3HP - PROVIDE 240V, 2 POLE, 60 AMP NFSS AND RUN 2 #6 + 1 #8 GROUND IN 1" CONDUIT TO NFSS AND PANEL. COORD. LOCATION & ALL REQUIREMENTS PRIOR TO INSTALLATION. BLOWER/ COMPRESSOR � ROOM TO CEF-3 STARTER AIR DRYER BLOWER UNITS FOR IH-1 DUAL AIR - COMPRESSOR -i c-2 CCB1 //M/CCAl' MCCB2P EUH-2 208V, 1PH, 5KW HOIST SEE NOTE 4. C-6 MOTORIZED OVERHEAD DOOR - 120V, 1 /2HP, SEE NOTE 3. 0 C 8 120V TO C 10 190V = C-12 IP RV 5 !�T a flTrfl min=' I . _ -__� ID\� D-7 SV 204 SV 104 5V 206 SV 106 SV 304 SV 306 A144 CEF-3 OW, 120V GCC-14 C1GC SV 307 4 RECEPTACLES INDICATED WITH "C" DENOTE THAT CONTRACTOR SHALL COORDINATE WITH PROCESS CONTROLS REQUIRED, AND SHALL PROVIDE RELAY WITH CONTACTS TO INTERCEPT POWER TO REC, VIA RELAY, TO ACCOMODATE THE REQUIRED CONTROL SEQUENCE OR ON/OFF OPERATION OF THE SPECIFIED REC DEVICE. SEE CONNECTION DETAIL THIS SHEET FOR TYPICAL APPLICATION (TYP) FOR IH-3 CONDUIT FOR ALL CONTROL WIRING AND CONNETIONS SHALL BE BY ELECTRICAL CONTRACTOR. COORDINATE CLOSELY WITH THE CONTROLS AND PROCESS EQPT PROVIDER TO DETERMINE ALL REQUIRED CND LOCATIONS AND SIZING DATA; KNOWN LOCATIONS ARE INDICATED WITH "CP" NOTATION. USE 3/4" MIN SIZE CND FROM THE DEVICE OD EQPT TO THE THE REQUIRED RECORDER, CONTROLLER, EQPT, ETC. AS REQUIRED (TYP) CU-1 ELECTRICAL ROOM 208V, 3PH, 25.5MCA� yy INSTRUMENTATION/CONTROLS r METER SOCKET-------__. C/T CABINET SIX 4" CND, ROUTED TO LOCATION AS COORDINATED WITH UTILITY; PROVIDE UNDERGROUND CONDUIT TO TRANSFORMER; COORDINATE ROUTE, QUANTITY, AND SIZE OF CND, AND OTHER RELATED ISSUES. ROUTE EMPTY 4" CND FROM INTERIOR TEL CAB TO LOCATION AS COORDINATED WITH TEL UTILITY; COORDINATE CND SIZE AND PATH WITH SITE, OWNER, AND UTILITY THOROUGHLY PRIOR TO START OF WORK. PROVIDE EXTERIOR WALL-MTD JB AS REQUIRED BY UTILITY, WITH CND STUB UPS TO AND FROM THE JB TO SERVE INTERIOR AND EXTERIOR CABLING NEEDS. PROVIDE INDEPENDENT GROUND PER NEC. P-1 C- z z Uj C-21 LAGC SV IJ SAMPLE C-19 PUMPS A � r W N SV 103 GC io �_�� 6.`. GC M9 AjGC CC3 �C1 3 CC2 40 SV 308 ;V 301 --� / GC CS-2 MOTOR CONTROL ATS i SV 302 CENTER (MCC) C C U ! P-1,3,5 �120V, TO PRV-2 STARTER EUH-1 -8 X-4 TRANS. 208V, 1PH, X-2 X-6 �,5KW PRV-5 P-27 IP-8,10 208V, 3PH, 5HP VEL (PCP) Q PANEL (PLP) P-7,9,11 AP CONTROL PLANT CONTROL AOUARITROL III PRV- 2 CS-18 '00, X-8- QD CS-10 #8 P-25'�� CS-12,14 -17 PRV-1 1/3HP, 120V GUH-1 SHOP 1 /35HP, 120V 20V TO PRV-1 STARTER 0 S C- �TBT-- IWC w Q C-23 GC �205 GC \ GC\ GC GC iE cc C-2 GC SV 107 --� 09 C- f w C 25 <I GC SV 105 SAMPLE �PUMP�� % GC C CS-11 GC GC/ GC M7.3r--'IM4�V 12 1 CS-1 15 GC ID SV 108 SV 101 C-127 X-11 X-15 GG CS-4 CS-6 SV 202 LSV 102 SV 201 TREATMENT ROOM PRV-6 PRV-7 208V, 3PH, 5HP 208V, 3PH, 5HP P-13,15,17 P-19,21,23 C6 CS-3Q� S J CS-16 P-31,33,3 \G X-20 BAT RCOti;P-4 WH-1 BREAK ROOM - 1500W J CS-2 G 1;20V �� _ LOCKER R OM �F 1 -1 �-2 WH-3 500W-,�� EWH - 5KW, 208V, 3PH G G G +.. ABOVE CEILING CS-28 GF-1 -j F Q /4/HP, 120V _6 / CS-22 CS-24 X-10 LABORATORY : T WH-4 150OW 120V X-I 1 C- . i I J / / / goo ioo I ioo I / P-36,38 P-40,42 I 1 P-32,34 \- FUTURE 1 1 Lb Lb FOR IH-2 RIVER WATER PUMPS- SEE SITE PLAN FOR / LOCATION AND SEE NOTE 2. MCCD1 '1011MCCD2 FOR IH-4 FINISHED �WATER +10' FOR EXTERIOR TELEPHONE BELL . SUMP PUMP LOADING DOCK H T I /m G 0 CS-32 CHEMICAL FEED ROOM 120V TO PRV-3 STARTER P-29 CS-: 21 cs- 3/4 •GUH-2 1 /50HP, 120V 3/4 X-1 x11**,o, GUH-3 PRV-3 1 /50HP, 120 CONTROLSZOPERATIONS BUILDING - POWER PLAN SCALE: 1 /8" = 1'-0" O'Connell & Associates, P.C. C O N S U L T I N G E N G I N E E R S 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 00340 REVISIONS scale PROJECT NO. `' AS NOTED no. date deBoription by ekd. 1pL,LTR , NORTHERN WATER TREATMENT PLAN DATE: JANUARY, 2001 a�� �'gilbert W. c l i f f associates , inc. FREDERICK COUNTY SANITATION AUTHORITY DRAWING FREDERICK COUNTY, VIRGINIA DESIGNED BY: MEO CJ 2 IHaEL. E. °O+- , PROJECT FOURTEEN ti No. 2i''i2 SHEET BES DRAWN BY: � Engineers - Survey nd 1 ers - Water Quality OPERATIONS BUILDING - POWER PLAN P�y .O. Box 781 APPROVED BY: MEO 3N'=' 1 �"� r ° ` 150-C Olde Greenwich Dr. 200 North Cameron St q-� OF 5 '�'�.�� Fredericksburg, Virginia 22404 Winchester, Virginia 22601 FREDERICK COUNTY VIRGINIA DESCRIPTION TRIP 1 3 5 �' 7 9 Ill 13 P 15 17 --�` 19 21 ^ 23 25 27 29 ABC �' 2 4 �- 6 8 �— 10 12 �'- 14 16 �-18 20 �Z 22 24 -L 26 2$ 30 TRIP DESCRIPTION EXTERIOR LIGHTS 20 20 RECEPTACLES LIGHTS 1 1 RECEPTACLES FLOW METER GUH-4 & 5 PRV-5 20 HOIST RECEPTACLES --- LIGHTS I K --- LIGHTS 35 SUMP PUMP LIGHTS --- RECEPTACLES --- PRV-8 20 SPARE GUH-6 20 PUMP CTL. VALVES SPARE 20 PUMP CTL, VALVES SPACE SPACE SPACE SPACE SPACE SPACE MAIN CIRCUIT BREAKER: 22K (VERIFY) A.I.C. SYMMETRICAL BRANCH CIRCUIT BREAKER: 10K (VERIFY) A.I.C. SYMMETRICAL MAINS: 150 AMP MCB SQUARE D - NQOD VOLTAGE: 120/208V, 3PH, 4W, SN TOTAL NUMBER OF POLES: 30 MOUNTING: SURFACE LOCATION: FINISH WATER BUILDING PANELBOARD DESIGNATION: FW MOTORIZED DAMPER, TIE INTO PRV-8 STARTER J i PRV-8 D 1 /2HP, 120V / B B B B e E) FW-19 U U U Ll FW-15 GARAGE 4 #3/0 + 1 #6 GROUND IN 3" GUH-6 PVC TO 1 /35HP, 120V CONTROL BLDG. 1 FW-17 MOTOR RUN, FAIL, HIGH FW-21 LEVEL ALARM CONDUCTORS IN 2" CONDUIT TO PCP UGE TO UGE TO UGE TO UGE TO UGE TO UGE TO UGILJ E TO ULJ ULJ B B B B �� MCCG MCC` �- �MCCrr� MCCJ MCCK MCCF1 � MCCF� ,i GROUND ROD LOCATION TO BE DETERMINED ON SITE #6 COPPER IN 1" CONDUIT -- -- �,- PANEL "FW" WP G FW-6 - " D FW- 1" 1" CONDUIT F W-14, 77'1. 16,18 / !f , \ / I TO TELL. EQUIP. IN - -- ---- - - - --- — - -- CONTROL BUILDING D FW-3 FW-1 -�T� �T I 150 I 150 � 150 � 150 � 150 � I 100 100 RV-4 FW-11 - - - —------- - -- ...- - - HOIST GC ---- GC -- — GC GC C -- - - ---- C - C RAISED CONCRETE _ _ FAD 1 BACKWASH FW-2 j2PUMPS - -FW-8,1012 - ----- -- FW 24 Q — - -- O— � O - --- -- G J j LU PUMP CONTROL -- ---- FW VALVE - TYPICAL FW-6 FOR 7 FINISHED WATER PUMPS, -6 SUMP PUMP 5 TYPICAL OF FIVE FW-4 Ll IL11 U DO DOWN J GUH-4 NOTE: PROVIDE ONE PAIR OF SWITCH WIRES IN GUH-5 D D 1 /35HP, 120V CONDUIT FROM PUMP CONTROL VALVES TO PUMP 1 /35HP, 120V MOTORIZED DAMPER, ALL 1'x4' LIGHT FIXTURES CONTROL PANEL IN MAIN BLDG. FOR EACH PUMP. 120V, TIE INTO ARE TYPE 'A' IN THIS ROOM. PRV-4 STARTER PUMP BUILDING — LIGHTING PLAN PUMP BUILDING — POWER PLAN SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" DRAWING NOTES: 1. PROVIDE THE SAFETY SWITCHES AND CIRCUITING AS FOLLOWS: FINISHED WATER PUMPS: 48OV, 3PH, 150 HP - PROVIDE 48OV, 3 POLE, 300 AMP NFSS AND RUN 3 #350 + 1 #3 GROUND 1N 3-1/2" CONDUIT TO NFSS AND MCC FOR EACH. BACKWASH PUMPS: 480V, 3PH, 100 HP - PROVIDE 48OV, 3 POLE, 400 AMP NFSS AND RUN 3 #350 + 1 #3 GROUND IN 3-1/2" CONDUIT TO NFSS AND MCC FOR EACH, HOIST: 208V, 3PH, 2 HP - PROVIDE 208V, 3 POLE, 30 AMP NFSS AND RUN 3 #12 + 1 #12 GROUND IN 3/4" CONDUIT TO NFSS AND PANEL, COORDINATE ALL REQUIREMENTS PRIOR TO INSTALLATION. O'Connell & Associates, P.C. CONSULTING ENG INEERS 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 00340 REVISIONS no. date description by ckd. PROJECT N0..�pG NORTHERN WATER TREATMENT PLANT cale AS NOTED ^ j�.1.aTki g�� DATE: JANUARY, 2001 tea' 11 e r't W. c 1 i f l associates , inc. FREDERICK COUNTY SANITATION AUTHORITY DRAWING FREDERICK COUNTY, VIRGINIA DESIGNED BY: MEO' U0 E 3 ICHAtt E. O'COadTI�tL PROJECT FOURTEEN 14 DRAWN BY: BES N°.21152 t>° Engineers - Survey nd 1 3i ers - Water Quality SHEET *E 0' 2001 r. �y — ELECTRICAL PLANS P.O. Box 761 — PUMP BUILDING ELECTR C, L APPROVED BY: { did n1 200 North Cameron St �� OF MEO S ., 150-C Olde Greenwich Dr. ��'� Fredericksburg, Virginia 22404 Winchester, Virginia 22601 FREDERICK COUNTY VIRGINIA GENERATOR MAN HOLE - PROPANE T� UG LP GAS COORD, ROL IN FIELD, SI GAS COMPA RECCOMEND C 1 ELECTRICAL SITE PLAN SCALE: 1" = 50' FOR FUTURE WATER PUMP 'ITATION SHEET E-2 FOR ADDITIONAL ZMATION AND CIVIL PLANS LOCATION. DUCT BANK SCHEDULE MARK QUANTITY SIZE FROM TO SERVICE REMARKS A FIVE 4" UTILITY XFMR. MCC CT CABINET POWER DELIVERY COORDINATE SIZE AND NO. ONE 4" UTILITY XFMR. TEL BACKBOARD TELEPHONE SERVICE WITH UTILITY AND SITE; SEE ONE —LINE DIAGRAM G THREE 4" RAW WTR PMPS MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; TWO 2" RAW WTR PMPS CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES TWO 4" RAW WTR PMPS MAIN ELECT. ROOM SPARE THREE 2" WELL PUMPS CONTROLLERS CONTROLS/DATA THREE 2" FLOATING PMPS PANEL "P" 208 VAC POWER ONE 1" SITE LIGHTS PANEL "C" 208 VAC POWER TWO 2" CHLORINE BLDG, MCC 480 VAC TO P.S. ONE 1" CHLORINE BLDG. CONTROLLERS CONTROLS/DATA ONE 2" CHLORINE BLDG. PANEL "X" 208 VAC POWER TWO 2" CHLORINE BLDG. MAIN ELECT. ROOM SPARE ONE 4" RAW WTR PUMP MCC 480 VAC TO P.S. TWO 1" RAW WTR PUMP CONTROLLERS CONTROLS/DATA ONE 4" RAW WTR PUMP MAIN ELECT, ROOM SPARE SEVEN 4" BACKWASH BLDG. MCC 480 VAC TO P.S. ONE 3" BACKWASH BLDG. PANEL "X" 208 VAC POWER ONE 1" BACKWASH BLDG. CONTROLLERS CONTROLS/DATA ONE 1" BACKWASH BLDG. MAIN TELE, EQUIP. TELEPHONE TWO 2" BACKWASH BLDG. MAIN ELECT. ROOM SPARE C SEVEN 4" BACKWASH BLDG. MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; ONE 3" BACKWASH BLDG. PANEL "X" 208 VAC POWER SEE PANEL SCHEDULES ONE 1" BACKWASH BLDG, CONTROLLERS CONTROLS/DATA ONE 1" BACKWASH BLDG. MAIN TELE. EQUIP. TELEPHONE TWO 2" BACKWASH BLDG. MAIN ELECT, ROOM SPARE D TWO 2" CHLORINE BLDG. MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; ONE 1" CHLORINE BLDG. CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES ONE 2" CHLORINE BLDG. PANEL "X" 208 VAC POWER TWO 2" CHLORINE BLDG. MAIN ELECT. ROOM SPARE ONE 4" RAW WTR PUMP MCC 480 VAC TO P.S. TWO 1" RAW WTR PUMP CONTROLLERS CONTROLS/DATA ONE 4" RAW WTR PUMP MAIN ELECT. ROOM SPARE SEVEN 4" BACKWASH BLDG. MCC 480 VAC TO P.S. ONE 3" BACKWASH BLDG. PANEL "X" 208 VAC POWER ONE 1" BACKWASH BLDG. CONTROLLERS CONTROLS/DATA ONE 1" BACKWASH BLDG. MAIN TELE. EQUIP. TELEPHONE TWO 2" BACKWASH BLDG. MAIN ELECT. ROOM SPARE E TWO 2" CHLORINE BLDG, MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; ONE 1" CHLORINE BLDG. CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES ONE 2" CHLORINE BLDG. PANEL "X" 208 VAC POWER TWO 2" CHLORINE BLDG, MAIN ELECT. ROOM SPARE F ONE 4" RAW WTR PUMP MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; TWO 1" RAW WTR PUMP CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES ONE 4" RAW WTR PUMP MAIN ELECT. ROOM SPARE G THREE 4" RAW WTR PMPS MCC 480 VAC TO P.S. COORDINATE PATH WITH SITE; TWO 2" RAW WTR PMPS CONTROLLERS CONTROLS/DATA SEE PANEL SCHEDULES TWO 4" RAW WTR PMPS MAIN ELECT. ROOM SPARE THREE 2" WELL PUMPS CONTROLLERS CONTROLS/DATA THREE 2" FLOATING PMPS PANEL "P" 208 VAC POWER ONE 1" SITE LIGHTS PANEL "C" 208 VAC POWER NOTE: THIS DETAIL SHALL BE USED FOR EACH BUILDING GROUNDING SYSTEM 3/4"X10' COPPER CLAD GROUND RODS DRIVEN INTO EARTH MINIMUM OF 10' APART. NUMBER OF RODS AS REQUIRED. #4/0 COPPER GROUNDING ELECTRODE CONDUCTOR TO SERVICE EQUIPMENT 500KCMIL COPPER ROUNDING ELECTRODE CONDUCTOR EXOTHERMIC WELD — TYPICAL MAIN GROUNDING SYSTEM DETAIL NOT TO SCALE O'Connell & Associates, P.C. C O N S U L T I N G E N G I N E E R S 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540- 898-1076 PROJECT #: 00340 REVISIONS scale :�s PROJECT N0. „tS AS NOTED no. date description by ekd. k1p , . NORTHERN WATER TREATMENT PLAN DATE: JANUARY, 2001 gilbert w. c 11 f ,s s o c is to s , inc. FREDERICK COUNTY SANITATION AUTHORITY DRAWING FREDERICK COUNTY VIRGINIA DESIGNED BY: MEO MICHAELE.O'CO n,LELL � `rr r � 1 PROJECT FOURTEEN E5 DRAWN BY: BES r^y �ory,, Engineers - Survey, s�, I nddI, ers - Water Quality SHEET '[�'.�rr P.O. Box 781 ELECTRICAL SITE PLAN APPROVED BY: MEO �'L 150--C Olde Greenwich Dr. 200 North Cameron St. A-cl OF rj j '°'" VIRGINIA Fredericksburg, Virginia 22404 Winchester, Virginia 22601 FREDERICK COUNTY X 4' X 3/4" THICK RE RETARDANT .YWOOD FOR 1EPHONE EQUIPMENT ZOUND PER TELE. COMPANY JD NEC REQUIREMENTS 4INIMUM #6 AWG COPPER TO AIN WATER SERVICE) ��- 4" CONDUIT WITH PULL WIRE 24" BELOW GRADE FOR TELEPHONE TO PROPERTY LINE OR MAIN BUILDING. COORDINATE EXACT TERMINATION POINT AND LOCATION WITH TELEPHONE COMPANY. NOTE: THIS DETAIL SHALL BE APPLICABLE FOR ALL BUILDINGS. TELEPHONE WISER DIAGRAM NOT TO SCALE LIGHT POLE HANDHOLE No. 10 BARE GROUND WIRE IN 1/2" HEAVY WALL PVC CONDUIT POLE BASE PLATE 2'-6 5'-C 3/4" X 10'-0" COPP_._ CLAD GROUND ROD no. I date GROUNDING LUG GROUNDING BUSHING GALVANIZED ANCHOR BOLT (TYP.) BASE COVER ROUND CONCRETE BASE WITH I" CHAMFER ON EDGE 6 U4 VERTICAL RE5AR5 WITH No. 3 TIES, 12" ON �' 11 I► Ij. II CENTER i l II I, n II "� II II FINISHED GRADE 111 � 11' II • �r II �• it � II • �•a -- III II �, I, •' II {_�111- 1=-1111�1111--' 1111- M Ijv I" CONDUIT (TYP.) I, m ArL 4 I d: , 3" (TYP. ALL SIDES) 24" DIAMETER LIGHT POLE SASE DETAIL NOT TO SCALE REVISIONS description by I ckd. PROJECT NO. ELECTRICAL SYMBOLS AND ABBREVIATIONS WATER HEATER S LIGHT SWITCH S3 THREE-WAY LIGHT SWITCH —l��p--- CIRCUIT BREAKER S4 FOUR-WAY LIGHT SWITCH FLA FULL LOAD AMPS AWG AMERICAN WIRE GAUGE S D DIMMING SWITCH FVNR FULL VOLTAGE NON -REVERSING SF FAN SWITCH, INCLUDING LOCKOUT, THERMAL MTD MOUNTED OVERLOADS, AND TEST/INDICATING SWITCH UON UNLESS OTHERWISE NOTED EQUAL TO SQUARE D 2510/FG(5)P CND CONDUIT AFF ABOVE FINISHED FLOOR ® RECESSED "CAN" FIXTURE GND GROUND ACT ACOUSTICAL CEILING TILE 2 X 4 LIGHT FIXTURE EXST EXISTING, (E) MCC MOTOR CONTROL CENTER WALL MOUNTED LIGHT FIXTURE HP HORSEPOWER CB CIRCUIT BREAKER 4 WALL MOUNTED LIGHT FIXTURE SWBD SWITCHBOARD E2 NUMBERED SHEET NOTE -Q- SURFACE OR PENDANT MOUNTED LIGHT FIXTURE V VOLTS EMERG EMERGENCY EMERG WALL -PACK LIGHT FIXTURE W/ BATTERY PACK FDS FUSED DISCONNECT SWITCH Q' PHASE ® EMERGENCY LIGHTING FIXTURE W/ BATTERY PACK TYP TYPICAL EXIT FIXTURE W/ BATT PACK; ARROW DENOTES DIRECT. AHU AIR HANDLING UNIT BRKR BREAKER ® EXIT FIXTURE W/BATTERY PACK; SHADED PORTION N/A NOT APPLICABLE DENOTES ILLUMINATED FACE, ARROW Q QUARTZ RESTRIKE DENOTES DIRECTION AHJ AUTHORITY HAVING JURISDICTION © PENDANT MOUNTED FIXTURE RGS RIGID GALVANIZED STEEL (CND) EM EMERGENCY BATTERY BACK-UP BALLAST ® RECESSED OUTDOOR FIXTURE IN FIXTURE JB JUNCTION BOX 2-POLE SIMPLEX RECEPTACLE, N NIGHT LIGHT (UNSWITCHED) 240 VAC, AMP SIZE TO SUIT EQPT * TYP TYPICAL RECEPTACLE (REC) PBD PANELBOARD G DENOTES GFCI TYPE CKT CIRCUIT W DENOTES WEATHERPROOF AND GFCI EQPT EQUIPMENT A DENOTES ABOVE COUNTER FDS FUSED DISCONNECT SWITCH B DENOTES BELOW COUNTER MH MOUNTING HEIGHT, METAL HALIDE C SEE DETAIL FA FIRE ALARM RECEPTACLE - ISOLATED GROUND TYPE GFCI GROUND FAULT CURRENT INTERRUPTER HAL HALOGEN FLOOR BOX(ES) WITH DUPLEX RECEPTACLE VDC VOLTS, DIRECT CURRENT AND DATA/TELEPHONE COMBINATION LED LIGHT EMITTING DIODE 10 IN FLOOR BOX REF REFRIGERATOR SE SE SERVICE ENTRANCE VOICE/DATA COMBINATION OUTLET* XF TRANSFORMER ® COMB. OUTLET IN FLOOR BOX * OCPD OVERCURRENT PROTECTIVE DEVICE NEC NATIONAL ELECTRIC CODE JQ JUNCTION BOX FOR EQPT CONNECTION * REC RECEPTACLE UGE UNDERGROUND ELECTRIC ® PANELBOARD C=h SAFETY DISCONNECT SWITCH cAh MAGNETIC MOTOR STARTER WITH THERMAL OVERLOAD/FUSE, DISCONNECT, STARTER, AND PILOT LIGHT ©, ENCLOSED CIRCUIT BREAKER MOTOR LOAD - NUMBER DENOTES HORSEPOWER HOME RUN TO PANELBOARD - 2 #12 + 1 #12 GROUND IN 1 /2" CONDUIT U.O.N. 1 ` WIRING AND CONDUIT RUN UNDER SLAB OR BELOW GRADE - E — UNDERGROUND ELECTRICAL WIRING AND CONDUIT DATE. JANUARY, 2001 DESIGNED BY: MEO DRAWN BY: B E S APPROVED BY: MEO * DEVICES OF THIS TYPE SHALL BE COORDIANTED WITH OWNER AND SEPARATE CONTRACTOR FOR LOCATIONS, QUANTITY, AND RACEWAY REQUIREMENTS FOR EACH DEVICE PRIOR TO START OF WORK. 'THOA r MIUCHAE( E. 01CONpq_ p gilbert w. clif Engineers - Sury P.O. Box 781 160-C Olde Greenwich Dr. Fredericksburg, Virginia 22404 LIGHTING FIXTURE SCHEDULE MARK DESCRIPTION LAMPS MANUFACTURER AND MODEL QUANT WATT TYPE VOLT A 4' LONG PENDANT MOUNTED TURRET INDUSTRIAL WITH 10% UPLIGHT, FULL DEPTH 2 32 T8 120 LITHONIA END PLATES AND WIRE GUARD. AF10-232T8 B SURFACE-MTD 4' LONG STRIP FIXTURE, CORROSION -RESISTANT, IMPACT -RESISTANT 2 32 T8 120 LITHONIA LENS AND HOUSING, WET LABEL. VRI-2-32 C 2'X4' RECESSED TROFFER 4 32 T8 120 LITHONIA 2SPG432 D BUILDING -MOUNTED, WET LABEL, LOW TEMPERATURE WALL -PACK FIXTURE 1 200 HPS 120 LITHONIA TWH-200S-PE1 E SITE POLE MOUNTED, WET LABEL, LOW TEMPERATURE OUTSIDE LIGHT 1 1000 HPS 208 LITHONIA KSF31000SR4SCSP12PE1 W/ SSA256GDM19-DDB POLE ®UNIVERSAL -MOUNTED EXIT FIXTURE: WHITE POLYCARBONATE HOUSING WITH RED 2 15 INC 6VDC LITHONIA PANEL, LED, NICAD BATTERY LQMSWEL WALL -MOUNTED EMERGENCY WALL -PACK WITH NICAD BATTERY 1 6 HAL 120 LITHONIA ELM4 LIGHTING FIXTURE NOTES: 1. EXTERIOR FIXTURES SHALL HAVE LOCATIONS AND MOUNTING HEIGHTS COORDINATED WITH ARCHITECT AND OWNER. 2. CONTRACTOR SHALL COORDINATE FIXTURE MOUNTING WITH EQPT AND PIPING LOCATIONS, AND SHALL PROVIDE TRIM AND HARDWARE AS REQUIRED FOR INSTALLATION. COORDINATE EACH CEILING TYPE ENCOUNTERED WITH HARDWARE. 3. ALL FIXTURES BALLASTS SHALL BE HIGH POWER FACTOR, ENERGY SAVING ELECTRONIC TYPE. 4. FIXTURE MODELS LISTED ARE INTENDED TO DEFINE A GENERAL TYPE OF FIXTURE AND ELECTRICAL RATING DESIRED, AND ARE IN NO WAY AN ATTEMPT TO ELIMINATE COMPETITION. COLORS, STYLE, TRIM SELECTIONS, EXACT LOCATIONS, AND APPROVAL OF EACH LIGHTING FIXTURE SHALL BE APPROVED BY ARCHITECT AND OWNER. 5. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS, WITH ADDITIONAL 25 PERCENT AS SPARES. 6. PROVIDE FIXTURES LOCATED OUTDOORS OR IN UNHEATED SPACES WITH LOW TEMPERATURE BALLAST AND LAMPS. 7. FIXTURES IN CONTACT WITH FIRE RATED MATAREIALS SHALL BE RATED FOR USE IN CONTACT WITH COMBUSTIBLE MATERIALS; PROVIDE PROOF OF SUCH RATING WITH SHOP DRAWING SUBMITTAL. 8. PROVIDE BUILT-IN PHOTOCELL FOR ALL TYPE V FIXTURES. GENERAL NOTES 1. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TESTS, AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. 2, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, U/L, ALL LOCAL CODES AND PROJECT SPECIFICATIONS. 3. THIS CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS NECESSARY FOR INSPECTIONS, TESTS AND OTHER SERVICES REQUIRED FOR THE COMPLETION OF HIS WORK. 4, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE EXACT REQUIREMENTS FOR THE ELECTRICAL SERVICE AND TELEPHONE SERVICE WITH THE UTILITY COMPANIES, 5. CIRCUIT NUMBERS ARE FOR IDENTIFICATION PURPOSES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTLY PHASING THE CIRCUITS IN THE PANELS AND BALANCE THE LOAD ON THE PHASES UNDER NORMAL OPERATING CONDITIONS. 6, ELECTRICAL REQUIREMENTS INDICATED ON THE DRAWINGS FOR MECHANICAL EQUIPMENT MAY DIFFER FROM THE ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN. 7. THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM WHETHER INDICATED ON THE DRAWINGS OR NOT. PROVIDE PROPER NUMBER OF WIRES FOR THE THREE-WAY AND FOUR-WAY SWITCHING AND THROUGH WIRING. 8. ALL EMPTY CONDUIT RUNS SHALL BE PROVIDED WITH A PULL WIRE UNLESS OTHERWISE NOTED. 9. ALL CONDUCTORS, RACEWAYS AND CABLES SHALL BE CONCEALED IN THE CEILING, WALL OR FLOOR UNLESS OTHERWISE NOTED. 10. CONDUCTORS SHALL BE INSTALLED CONTINUOUS BETWEEN DEVICES WITH SPLICES LOCATED ONLY IN JUNCTION BOXES OR CABINETS. CONDUCTORS SHALL BE OF SUFFICIENT LENGTH TO REACH THE FARTHEST TERMINAL IN THE PANELS. A MINIMUM OF 6" LOOPS SHALL REMAIN WHERE CONNECTIONS OR TAPS ARE TO BE MADE IN BRANCH CIRCUIT WIRING. O'Connell & Associates, P.C. C O NSULTING ENGINEERS 6103 N. Danford Street, Fredericksburg, Virginia 22407 PHONE: 540-898-1076 PROJECT #: 00340 scale NORTHERN WATER TREATMENT PLANT AS NOTED s o c i a t e s, inc. FREDERICK COUNTY SANITATION AUTHORITY FREDERICK COUNTY, VIRGINIA DRAWING PROJECT FOURTEEN E4 .s - Water Quality SHEET ELECTRICAL SCHEDULES & NOTES 200 North Cameron St. Winchester, Virginia 22601 1 FREDERICK COUNTY VIRGINIA 1 5 b of "