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HCWCBPS IFC Building DWG 42908\ 1 rrVz:X X X X X X < b * & n - w x 4 m w ■ ‘ I B S PROP O S E D CON T O U R GENERAL NOTES: o C O N S T R U C T I O N E N T R A N C E o o c Q < P Z ■ = ) - EX C E L S I O R L I N E D S W A L E S \ B P S A C C E S S D R I V E W A Y o \ 0 / b J \ v X c c \ u c n ? ! A EXISTI N G CONTO U R o CHAIN—LINK) FENCE! - \ \ A / U \ 1 — 2 0 ” 9 0 ’ / B E N D X K - J 4 " S C H . / 4 0 P V C D R A I N L I N E - < > ! | 1 4 / T f a L . S W I N G G A T E 7 / \ 1 8 ” R C P U N D E R D R I V E W A Y I N L E T P H p f e f f t l O N I W P ' ) I 1/20” 9 0 - B E N D X J J \ + * + / T E M P . D I V E R S I O N D I T C H ( S E E E C - 2 ) | I 8” SCI/. 40 P V C /DRAIN L I N E CLEARING LIMITS o J 1 8 x x ~ x X X Z -©--©- - e - - © ■ - e - - © • - e - • e - C 0HE —0HE —0HE— OK — O K O H O H E — O H E 0 ! f e - - 3 A R t i A 4 2 — 2 0 ” G A T E V A L V 1 - 2 0 ” 9 0 ' B E N D / 1 — 2 0 ” X 2 0 ” T E R , \ L I G H T SILT FENCE \ 1 — 2 0 ” X 6 ” T E E l 1 - H Y D R A N T A S S t J l T O N D I T C H T O S T O N E D I V E R D I S C H A R G E - 40200 \ 10 O K D A M & S I L T p - : E W I T H O U T L E T S ( S E E E C - 1 / 2 ) C H E ' E X I S T . S I G N : ( T Y P r ) i F E I Feet1:108” DR.DITC H I EADWALL DETAIL!Iiz—SEE I \ r F I N A L D R A W I N G * C O N S j T R U C T I O R A S h e e t H o . : n/,, A S S H O W N S c a l e : REVISIONS H a r n e t t C o u n t y W e s t C e n t r a l T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a DESCRIPTIONSYM. P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 BYDATE A U G 2 0 1 6 D a t e : B O O S T E R P U M P S T A T I O N S I T E P L A N ADDED EROSION CONTROL DEVICES. B/O ASSREVISED C.L, ADDED EXCEL UNEP SWALES 1.10.17✓TWC.Ai B P S - 1 A L R D r a w n : 1.30.17TV/CO025942XADDED DIV. DITCHES & E.CC DEVICES2.6.17TV/C C h e c k e d : J C M C O N S U L T I N G EN G I N E E R S , P . A . DELETE B/O ASSY. ADD HYDRANT ASSY.5.1.17TV/C* 1 17 J o b N o . : 2 9 0 0 4 O f : _ _ 1 V e r s i o n : NOTES:BOOSTER PUMP STATION BUILDING MATERIAL COLORS ARE TO MATCH EXISTING UKE HARNETT COUNTY STRUCTURES.MATERIAL COLORS TO BE SUBMITTED BY THE CONTRACTOR TO THE OWNER, AND APPROVED BEFORE INSTALLATION.2. S K Y U G H T / R O O F H A T C H . T Y P I C A L O F T W O SKYUGHT/ROOF HATCH, TYPICAL OF TWO A L U M . F A S C I A n splitRIB BLOCK S P L I T R I B B L O C K i A I R I N T A K E L O U V E R I o0 o o T - A P P R O X . G R A D E APPROX. GRADED \ l / - A l / _ Al/_At/. d d b R I G H T E L E V A T I O N FRONT ELEVATION S C A L E : 1 / 4 * - 1 ’ ~ 0 “ SCALE: 1/4* * 1‘-0a S K Y U G H T / R O O F H A T C H , T Y P I C A L O F T W O SKYUGHT/ROOF HATCH, TYPICAL OF TWO ~'" A L U M . F A S C I A SPLITRIB BLOCK1 E X H A U S T F A N W I T H • A U T O M A T I C S H U T T E R S P L I T R I B B L O C K a . I I • A P P R O X . G R A D E A P P R O X . G R A D E X v j / N . I / - \ | / b d b d L E F T E L E V A T I O N REAR ELEVATION S C A L E : 1 / 4 * = 1 ' - 0 " SCALE: 1/4* = 1'-Q* S E M I N O L E B O O S T E R P U M P S T A T I O N # 1 F I N A L D R A W I N G S F O R C O N S T R U C T I O N S h e e t N o . : REVISIONS S c a l e : A S S H O W N H a r n e t t C o u n t y W e s t C e n t r a l T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a SYM.BY DATE DESCRIPTION P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 D a t e : A U G 2 0 1 6 B O O S T E R P U M P S T A T I O N E X T E R I O R E L E V A T I O N S i7/' B P S - 2 t-i D r a w n : A L R O025942/V* C h e c k e d : J C M CO N S U L T I N G EN G I N E E R S , P . A . 1 J o b N o . : 2 9 0 0 4 O f : . ~ . V e r s i o n : _ _ _ L _ 8 #4 V. w/ 3 #3 TIES*Ty.30“ 0 PUMP CAN (TYP. OF 2)PUMP BASE DETAILNO SCALE FLOOR PLANSCALE: 1/4' = I'-O"3-10" (MIN.) OR AS REQ'D BY PUMP MFR.97CONC BASE2“ TYP.r.1 1/2“ MIN.GROUT1/2’ EXPANSION J O I N T ALL AROUNDFINISHE D F L O O R 12”-I-* ;o1 9 - 4 ’ W I D E , 8 " T H I C K P R E C A S T U N T O P P E D ' R O O F P A N E L S D E S I G N E D F O R 8 0 # / S F L O A D \ H ® i A C o . K > r O > A • P • 4 - 0 * S Q O P E N I N G S N O T E : R O O F O P E N I N G S H A L L 8 E C E N T E R E D O V E R C / L O F P U M P M O T O R . I _ _ _ _ F I N A L D R A W I N G S F O R C O N S T R U C T I O N i o ’ - o * R O O F P L A N S C A L E : 1 / 4 “ = 1 - 0 “ rrjrqr=R . . . — ± r 80TT0M OF LOUVER 'UP 6-8 A.F.F.3/4' PVC_ SCH 8020”BFV & 'Cl BOXFOR CONTINUATION OF PIPIN G S E E SITE PLAN. SHEET NO. 1bJ bJ S K Y L I G H T I f f ' T 2 ~ 7 7 7 Q I ’ x 1 0 “ H R F A S C I A B O A R D . - P A I N T E D T O M A T C H A L U M . F A S C I A , T Y P . E X H A U S T F A N - 1 S P L I T R I B B L O C K ' P R E S S U R E / — G A U G E j z f 1 2 5 H P V E R T . T U R B I N E P U M P ( T Y P . O F 2 ) 3 * x 2 * D O W N S P O U T ­ S ' M E G A F L A N G E - 1 2 " x 8 ” E C C R E D 1 6 ’ C O N T R O L V A L V E - 1 6 ” G V — y F O R C O N T I N U A T I O N O F P I P I N G S E E S I T E P L A N , S H E E T N O . 1 2 0 ’ X 1 6 " T E E - t w no n iCONC I PIPESUPPQRT ( 3/4*HOSE BIBB F I N F L E L 2 8 5 . 5 0 ’ F I N G R f ~ E L 2 8 5 . 0 0 ’ 10' SURGE RELIEF VALVE (TYP) 5‘—3s’ E D G E F O O T I N G ( T Y P ) AIR REL E A S E V A L V E A 4 C O N C . S P L A S H B L O C K \ 2 . JDL 3 T — - h 3 o I « w » 1 -e- " E X P . J T . - - - - - - - - - - H J N D P U M E _ _ _ _ _ I o- M / 2 * E X P . J T . A R O U N D I N S I D E W A L L ( H M l i a 8 j i i THT T E tm B A R S @ 1 2 ' O . C . A . W A Y N O T E : A L L B U R I E D P I P I N G I N P . S . S I T E T O B E R E S T R A I N E D J O I N T . t 10" GV-20°xI6“ TEE (TYP) 16“ GV (TYP)16“ CONTROL VALVE (TYP) 2 0 * G A T E V A L V E ' & C t B O X i t * / 4 ” P V C D R A I N |A2- 3 # 5 B A R S C O N T . 3 z \ — 0 5 D O W E L S © 4 8 * O . C . ■ 0 5 B A R S @ 8 * O . C . M A G N E T I C ' M E T E R 2 0 * D . I . P . S U C T 1 C 4 20°xl0" RED4’FD W/ 'BALL CH£( D E P T H A S R E Q U I R E D ^ B Y P U M P M F R . ^ M I N . C A N D E P T H - 8 0 * ] 7 A ' u SLOPE F L O O R t / 8 * / F T TOV/ARD D R A I N , T Y P . S E C T I O N ! J * i m S C A L E : 1 / 4 ’ 1 - 0 * MEGAFLANGE(TYP)' 7 . 4 & i 16“x8" ECC RED (TYP)'^0. 3 6 ‘ — 3 “ '*<£■v<?-e-- I X - S C U P P F R e i xPRESSURE GAUGES! TYP. OF TWO J M f i C J f i H E : C O N T R A C T O R T O C O O R D I N A T E S I Z E O F M C C P R I O R T O L O C A T I N G F A N . = 7 34-3*^•-3§-a’-o'nj i i32'-3* 1 3BOTT. OF LOUVER UP 1’-4* VFoffO10* DIP TO 3’X3’ JUNCTION BOX4* PVC DRAIN TO /C ORAIN UNE8* PcO !rff S h e e t N o . : REVISIONS S c a l e : A S S H O W N H a r n e t t C o u n t y W e s t C e n t r a l T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a B O O S T E R P U M P S T A T I O N I N T E R I O R D E T A I L S 2 0 " T R A N S M I S S I O N BY DATE DESCRIPTION SYM. P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 ! F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 D a t e : A U G 2 0 1 6 /SE. B P S - 3 A D r a w n : A L R 2:o025942 C h e c k e d : J C M CO N S U L T I N G EN G I N E E R S , P . A . 4>. 1 J o b N o . : 2 9 0 0 4 O f : V e r s i o n : . 1 DEPTH OF BARS INTO CONC. ENCASEMENT COVE R P L A T E - IMiV f BOLTS © 2 ' - 0 " T E D W O O D 2 D t A . A N C H O R . . ( 8 ‘ L O N G ) O . C a g CONCE A L E Q C O V E R P L A T E (AT JOI N T S O N L Y ) - - - - - - - - - S S P M E M B R A N E F L A S H I N G 7 " T : D E T A I L N O S C A L E S RIBS PER BLOCK (MIN.)8x12x16 SPLIT RIB BLOCK\ 1 2 1 / 2 * EXTERNALCORNER-DETAILWLAAAAAA J -IMO R T A R J O I N T S S H A L L B E F I N I S H E D UNI F O R M L Y . C O L O R O F M O R T A R SHA L L M A T C H C O L O R O F B L O C K . 4 1/DETAILSPLIT RIB BLOCK CO R N E R NO SCALE. K t C O U N T E R S I N K B O L T S ^ T A P E R E D ) C O N C E A L E D E X T E N D E R , _ P L A T E ( A T J O I N T S O N L Y ) ■ - - - - - - 2 6 G A U G E C O N N E C T O R C U P 1 / 2 * M I N . G A L V . C F I N G p f ^ l L S 8 U B r . - Z 3 R O C - C J * WTSKXSKEXLDSUMrcoup, urn.S/S'1 I/A*fu/we-tt■ 3/4* cwira <ft)“NT/*-t3/15* W/S£EPTKWOSWSUEvt —1HCWESS - 0/29DETAIL4"x6* LEADER HEAD/-TOP 2x4 SHALL RUN CONTINUOUS ACROSS OPENING /_FRA!JE OPENING WITH 2x4 EACH SIDE *•— .//FLASH OPENING SHOULD BE 3 x5 (MIN.)PROVIDE 5*x5" OPENING IN FACIAALUMINUM (.063) scupper1SCREEN LEADER HEAD4‘-.'/1.PRECAST CONCRETE ROOF DECKALUMINUM (.063) 3"x4" DOWNSPOUT ■NOTE:FASCIA TO BE ALL ALUMINUM. 26 GA. ANODIZED. COLOR Tt» BE SELECTED BY OWNER.DOWNSPOUT HANGER - PROVIDE ONE AT TOP ic BOTTOM PLUS ONE AT ANY INTERMEDIATE < JOIIfTELBOW OR SHOEDETAILNO SCALE 8 T Y P I C A L E X H A U S T F A N D E T A I L s o * u r 3 . 1 / 2 " R I G I D I N S U L A T I O N O A R O ( T A P E R E D ) 4 R U B B E R R O O F 3 2 * x 4 * T R E A T E D W O O D N A I L E R V . P R E F A B . A L U M . F A S C I A . I C O U N T E R S I N K B O L T S . T Y P . . 9 J L 1 1 / 2 * M I N . G A L V . R O O T I N G N A I L S S ' O . C . 2 * x 8 ' T R E A T E O W O O D N A I L E R A T T A C H E D T O S U B W I T H 1 / 2 ’ D I A . E X P . B O L T S © 2 - 0 O . C . . T T P . . P R E C A S T C O N C R E T E R O O F D E C K 1 " x 1 0 F I R F A C A B O A R D . P A I N T E D T O M A T C H A L U M F A S C I A . \ D E T A I L 1 N O S C A L E F E H i i n f f l O U T S I D E I s ' I N S I D E i M S M f i M N 3 E C T S £ S £ £ H ■ U J K U t T C f f l A T T r U H J . t R • M X I M U R A S H K I 1 ‘ 2 1 A k Z . 7 T Y P I C A L A i R I N T A K E L O U V E R 0*rS>4 CASOT-STKXJ55 3THL SOSI.nwo M1X0U4aXKTER fU3«C6TYPICAL SKYLIGHT PETAL FLOOR/3 TIES 4 12*-6' U34. CONCPPE 3ZEENCASH ENT FOR 12* AND SJAUEK PIPE.JEKCASEHEKT .ANQ URGE* PPE.'-6*. PfWMOC EJ4CASEH1NT CONTOWOUS TO SUB. F 0 6E SEPARATED FROM SLAB ENCASEMENT I.FDLESS'-S'. ENCASEMENTNO REKFOSCEUENT sorrow or sua withGREATERBETWEENCOUP AC TED CflUS-EO STOW ORBEIL AT T>E END CF CCW2E1E ENCASEMENT 4HERE PlPQJNE CHANCES ENCASED HPEUNE TO2. PMV06BLSIED PSOKE.FROU5CONCRETE EASEMENT 1 2 ' * S U A L L E f i P P E U * k L U K E S P F E D O O R T H R E S H O L D / 3 4 DOOR JAM & HEAD DETAILS/ 21 C O N C R E T E P I P E S U P P O R T TYPICAL DOOR ELEVATION 7 N N O T E : P L A C E D U N D E R f T T H N C A i S f I N S T A L L 1 * * 3 / # ' F P E R E ( S U C H A S S T R A P S M T O P £ R * B O I T 1 / 2 ' f S i 3 * 2 L A T H S I S L B A S P H A L T S A T U R A T E D F E L T B E T W E E N P P E A 1 ® C O N C R E T E . T W U A T E D G E O F C O N C R E T E . F L A N G E . 1 / 2 * . s* < .v4 ../‘./.A. A N C H O R B O L T O A . T O E E S A M E A S F I A M S E ■ ■ ■ j i Z i t J t ' v : B O L T D A . )V .• '. K a an B W O T r O E T T J t W J . d o - 4 | < O C T 4 E L S - # 3 T I E S 0 l ( 2 l © 0 . T W S S H X 2 5 | o z -t H V I / I * ; 3 /.J3/*\ A 3 / A * FINISH SCHEDULE1. PAINT ALL PIPING &. VALVES AS SPECIFIED.TWO COLORS TO BE SELECTED BY OWNER.2. PAINT UNFINISHED DOORS, ETC. AS SPECIFIED. COLOR TO BE SELECTED BY OWNER.3. ANY EXPOSED WOOD NAILERS AROUND WALL OPENINGS TO BE CAULKEO AND PAINTED AS SPECIFIED. COLOR TO BE SELECTED BY OWNER. R U B B E R R O O F 1 4 S E E D E T A I L i 4 1 / 2 ’ R I G I D I N S U L A T I O N ( T A P E R E D ) ( 3 ) 2 ’ x 4 - ( 1 ) T x 8 ~ / A L U M . F A S C I A - V # 5 B A R S E W T & B 1 2 : O . C . 1 “ x 1 0 " F I R F A S C I A B O A R D . - - - - - A P A I N T E D T O M A T C H A L U M F A S C I A . # 5 D O W E L S 6 1 2 ’ T Y P I C A L B O N D B E A M W I T H 2 j S B A R S C O M T . ( F U L L P E R I M E T E R ) 1 2 ’ R I B B R I C K - - - - - - - - - - - - - - § S B A R S © 4 ' — 0 ” . O . C . V E R T . F I L L V O I D S W / P E A G R A V E L C O N C R E T E 1 / 2 ’ E X P . J O I N T # 5 B A R S © 1 2 * O . C . E A . W A Y S L O P E G R . 1 * w w * z : £ F I N . F I R . - 2 8 5 . 5 0 ’ d k - 6 ’ 2 C O U R S E S O F ^ 1 2 * C O N C . B L O C K - § S D O W E L S © + ' - 0 * O . C . T O P F f C , = 2 8 3 . 5 0 ' # 5 B A R S © 8 ’ O . C . 3 § 5 B A R S C O N T I N U O U S 2 - 0 “ S E C T I O N B B 2 S C A L E : 3 / 4 ’ = 1 ‘ - 0 * F I N A L D R A W I N G S F O R C O N S T R U C T I O N 1 2 8 * 1 2 * J.DOOR SCHEDULE:3‘-0Vr-2‘ 20 GA. STEEL FUJSH TYPE DOCS WTH 4 3/4* 16 GA. STEEL FRJWE XTTH 2’ l£AD.DOCS HASOWASE TO NCUJDEi 3 PA3? H3IOES 1 1003ET1 SET WEATHERSTR?DOOR TO KASE CAST SON TH^SHOU)TI2- 3-0* X 7'-2' HCaOW UETAL DOORS5o oI I \ S h e e t N o . : S c a l e : A S S H O W N REVISIONS H a r n e t t C o u n t y W e s t C e n t r a l T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a (lDESCRIPTIONDATESYM. P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 BY A U G 2 0 1 6 D a t e : B O O S T E R P U M P S T A T I O N D E T A I L S B P S - 4 D r a w n : A L R o025342 C h e c k e d : J C M CO N S U L T I N G EN G I N E E R S , P . A . 1 J o b N o . : 2 9 0 0 4 V e r s i o n : - ! _ _ _ _ _ O f : ! 1 « Mora> I a 3 A C £ -mmt \ & i , Mm 'lit & 8p:isW: r*. # 4 @ 8 * E . W . 6 * W A S H E D S T O N E U N D E R S L A B C O M P A C T E D S U B G R A D E E L E V A T I O N T H O M P S O N N O . 2 8 R 2 8 / 1 4 C U . D O W N L E A D C O N D U C T O R 3 0 * B E L O W G R A D E ( T Y P ) A S R E Q U I R E D 1 2 * 1 2 * T Y P E * T A * C A D W E L D A S R E Q U I R E D M I N . 3 / 4 ' X 1 0 ‘ C O P P E R C L A D S T E E L R O D S E C T I O N S M I N . C O P P E R E Q U I P M E N T G R O U N D I N G C O N D U C T O R , S I Z E P E R N E C # 4 / 0 C O P P E R G R O U N D L O O P G R O U N D L O O P D E T A I L N O T T O S C A L E LIGHT LINES INDICATE EXISTING EQUIPMENTCONDUIT EXPOSEDCONDUIT CONeEAfcEB-■e CONDUIT TURNING UP, CONDUIT TURNING DOWNTYPICAL HOMERUN TO BE ROUTED TO LIGHTING PANEL 'LP* CIRCUIT NUMBER 2. SHORT DASH INDICATES PHASE CONDUCTOR, LONG DASH INDICATES NEUTRAL CONDUCTOR, CIRCULAR DASH INDICATES GROUND WIRE.■O>[h>IP-2I q> lFLUORESCENT LIGHTING FIXTURE. SEE LIGHTING SCHEDULEXLIGHTING FIXTURE. SEE LIGHTING SCHEDULEE EUNDERGROUND CONCRETE ENCASED DUCT BANKUNDERGROUND DIRECT BURIED CONDUITSEE-EE«GROUND CONDUCTORdhDISCONNECT SWITCH * 2 ‘ - 6 ‘ O R 6 " B E L O W F R O S T L I N E , W H I C H E V E R I S D E E P E R 0GROUND ROD G R O U N D R O D D E T A I L 4- G E N E R A T O R D E T A I L GROUND CONNECTION N O T T O S C A L E N O T T O S C A L E :lectrical legend and abbreviations---------STOP!---------BEFORE YOU DIG CALL THE NC ONE CALL CENTER 1-800-632-4949 ITS THE LAW!NOTES: 1 5 . C O N T R A C T O R S H A L L P R O V I D E 5 - S E T S O F O P E R A T I O N A N D M A I N T E N A N C E M A N U A L S F O R A L L E Q U I P M E N T . 1 1 . A N Y A N D A L L N U T S , B O L T S , A N C H O R S , F A S T E N E R S , O R O T H E R M I S C . M E T A L S S H A L L B E O F 3 1 6 S T A I N L E S S S T E E L U N L E S S O T H E R W I S E D I R E C T E D B Y T H E E N G I N E E R P R I O R T O I N S T A L L A T I O N . 5 . A L L E L E C T R I C A L E Q U I P M E N T S H A L L B E T H I R D P A R T Y L I S T E D A S R E Q U I R E D B Y T H E S T A T E O F N O R T H C A R O L I N A . 1. CONTRACTOR IS RESPONSIBLE FOR ROUTING ALL CONDUITS. THIS SHALL INCLUDE ALL CONDUITS INDICATED ON THE ONE-LINES, PLANS, AND PANEL SCHEDULES.. 1 6 . C I R C U I T B R E A K E R D I S C O N N E C T S W I T C H E S ( U T I L I T Y & G E N E R A T O R ) S H A L L B E L A B E L E D A S S U I T A B L E F O R U S E A S S E R V I C E E Q U I P M E N T ( S U S E ) . 6 . U N L E S S O T H E R W I S E N O T E D , E X P O S E D C O N D U I T S H A L L B E R I G I D S T E E L . C O N D U I T F O R T E L E P H O N E A N D C O N D U I T N O T E N T E R I N G H A Z A R D O U S A R E A S M A Y B E P V C S C H E D U L E 4 0 A S A L L O W E D B Y C O D E . 2.. WETWELL IS CLASSIFIED HAZARDOUS. CLASS I. DIVISION 1, GROUP D BY THE NEC. ALL CONDUITS ENTERING THIS AREA SHALL BE PROVIDED WITH SUITABLE SEALOFFS. CONDUITS IN HAZARDOUS AREA SHALL BE RIGID STEEL. 1 2 . I N S U R E T H A T N O O I S S I M I L A R M E T A L S A R E I N C O N T A C T W I T H E A C H O T H E R . U S E N Y L O N W A S H E R S O R S P A C E R S T O P R E V E N T C O N T A C T . TURGILLo 1 7 . S E A L A L L C O N D U I T P E N E N T R A T I O N S T O W E T W E L L W I T H C L E A R S I L I C O N E ( T Y P . ) 0 7 . G R O U N D A L L M E T A L P A R T S A N D C O M P O N E N T S . 1 3 . A L L C O N T R O L P A N E L S E T C . A R E T O B E N E M A 4 X W f T H A L L H I N G E S E T C . M A D E F R O M S T A I N L E S S S T E E L . 3. CONTRACTOR SHALL FIELD VERIFY EQUIPMENT LOCATIONS PRIOR TO INSTALLATION OF CABLE AND CONDUIT.mrnwQ 1 8 . E L E C T R I C E Q U I P M E N T S H A L L W I T H S T A N D 1 2 0 M P H W I N D G U S T S . 8 . D I S C O N N E C T S W I T C H E S S H A L L B E H E A V Y D U T Y . S E R V I C E E N T R A N C E R A T E D , R A T I N G S A S I N D I C A T E D . 1 4 . C O O R D I N A T E E X A C T U T I L I T Y R E Q U I R E M E N T S W I T H S E R V I N G U T I L I T Y . P R O V I D E M E T E R A N D B A S E I N A C C O R D A N C E W I T H U T I L I T Y . G R O U N D S E R V I C E A N D E Q U I P M E N T I N A C C O R D A N C E W I T H N E C A R T I C L E 2 5 0 . { C U R R E N T E D I T I O N ) \ONE SOUTH MAIN ST. LEXINGTON, NC 27292 (336)238-1249 PH. (336)236-6393 FAX 4. ALL ELECTRICAL WORK SHALL CONFORM TO THE NEC, NC STATE BUILDING CODE, AND ALL LOCAL CODES AND ORDINANCES. 9 . C O N T R A C T O R S H A L L C O N T A C T P O W E R U T I L I T Y P R I O R T O O R D E R I N G E Q U I P M E N T . 1 0 . U N L E S S O T H E R W I S E N O T E D O R R E Q U I R E D , A L L P O W E R C A B L E ]MISCELLANEOUS PANEL G R O U N D R O D C O P P E R C L A D 5 / 8 0 X 1 0 ' - 0 * L O N G COMBINATION MOTOR STARTER LIGHTING PANEL 1 . T H E S Y S T E M S H A L L B E C O M P L E T E L Y S E L F - C O N T A I N E D , C O M P L E T E W I T H G E N E R A T O R S E T , D O U B L E - W A L L , S U B - B A S E F U E L T A N K , F U E L F E E D L I N E S , B A T T E R Y S Y S T E M , M A I N L I N E C I R C U I T B R E A K E R , C R I T I C A L E X H A U S T S I L E N C E R , A N D O T H E R A P P U R T E N A N C E S N E C E S S A R Y F O R A C O M P L E T E A N D O P E R A B L E S Y S T E M . DUPLEX RECEPTACLE, 120 VOLT G R A D E 2©GFI:©wp P _ _ _ _ _ _ _ _ _ _ _ _ _ ^ C A D W E L D ^ GROUND FAULT CIRCUIT INTERRUPTER * WEATHERPROOF RECEPTACLE 2 . G E N E R A T O R I S B E A N C H O R B O L T E D T O S L A B P E R M A N U F A C T U R E R ' S I N S T R U C T I O N S . V I B R A T I O N I S O L A T I O N P A D T O B E I N S T A L L E D B E T W E E N P A D A N D G E N E R A T O R . C O N N E C T I O N ' 7 * t TELEPHONE OUTLET 5 . C O N T R A C T O R S H A L L C O N F I R M P A D D E S I G N W I T H S U P P L I E R P R I O R T O I N S T A L L A T I O N . R I N G G R O U N D # 4 / 0 A W G B C W JUNCTION BOX $ S - SINGLE POLE SWITCH Z X $3THREE WAY SWITCH P L A N V I E W $WPWEATHERPROOF SWITCH G E N E R A T O R N O T E S : F I N I S H G R A D E ONE-LINES“dbrTRANSFORMER WITH PRIMARY AND SECONDARY VOLTAGE. KVA RATING AND CONNECTION INDICATED. 1 2 ' S T O N E F R E E C O M P A C T E D B A C K F I L L T Y P 3 z A L L 2 2 150 KVA12.47 KV-480/277V 3PH.60HZ S I D E S ' < o z 1 2 ONE-LINE SHOWING POWER, CONTROL CABLE AND CONDUIT CIRCUIT NO. MCC-3 WfTH THREE (3) #6AWG,FOUR #12AWG, AND A #6 EQUIPMENT GROUND IN A 1 1/2* CONDUIT TO A 20 HP LOAD.MCC-3:3#6, #6G, 1,5* 6 * W I D E ( M I N . ) W A R N I N G T A P E W I T H M E T A L S T R I P 20 6 * M I N . C O V E R ( A L L S I D E S ) 2 * DENOTES ALL OR PART OF CONDUIT IS UNDERGROUND D Q _ _ M I N . Q G LOW VOLTAGE AIR CIRCUIT BREAKER, 3 POLE, 50 AMPERE 3P-50w V I B R A T I O N I S O L A T I O N P A D S A N D O R S E L E C T F I L L _ _ _ _ _ _ _ _ _ ( S T O N E F R E E E A R T H ) A \ . 3P-30____|----^----H | h C O N D U I T T Y P E P E R S P E C I F I C A T I O N S . S I Z E P E R O N E - L I N E D I A G R A M S . FUSE AND DISCONNECT SWITCH 1 * C H A M F E R T Y P . 2 * M I N . |—5-II F U E L T A N K i SIZE 3 COMBINATION MAGNETIC MOTOR STARTER T Y P I C A L D I R E C T B U R I E D C O N D U I T S E C T I O N T O P O F S L A B N O T T O S C A L E 1 8 * J L J L J L J L J L . A . J L PLANS 4 * M I N . 1 8 - HEAVY LINES INDICATE NEW WORK O ■ © C O N C R E T E S L A B S L O P E T O D R A I N # 6 A W G C U L E D A R E A L I G H T W I T H C U T - O F F R E F L E C T O R , P H O T O C E L L , A N D - - - - - - - - - M O U N T I N G A R M . M O U N T A T 2 5 . P H I L I P S D T D - L E D - 1 C - 5 K - 1 2 0 - G Y 3 S - P - D T D A R M G Y 3 S , L I T H O N I A A T B S - E - M V O L T - D 3 - P K G S , H U B B E L L D L L - 9 L 1 , O R E Q U A L B Y E C . 3 0 * C L A S S 6 T R E A T E D W O O D P O L E S U P P L I E D A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R ( E C ) G R A O E - $ T O G R O U N D G R I D C A D W E L D C O N N E C T I O N ( T Y P I C A L ) z 2 i n T O M P C - 8 : G R O U N D R O D S A S R E Q U I R E D ( 2 M I N I M U M ) S E R V I C E & A R E A L I G H T P O L E D E T A I L NO T T O S C A L E A N T E N N A C ' # 6 A W G C U ✓ 5 0 ' C L A S S 6 T R E A T E D W O O D P O L E S U P P L I E D A N D I N S T A L L E D B Y E L E C T R I C A L C O N T R A C T O R ( E C ) G R A D E 4 - $ T O G R O U N D G R I D C A D W E L D C O N N E C T I O N ( T Y P I C A L ) zin % T O T P G R O U N D R O D S A S R E Q U I R E D ( 2 M I N I M U M ) ELE M E N T A R Y A N T E N N A P O L E D E T A I L NOT TO S C A L E A S S H O W N S h e e t N o . : S c a l e : REVISIONS H a r n e t t C o u n t y W a t e r C e n t e r E L E C T R I C A L L E G E N D , D E T A I L S A N D T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p N O T E S * C-1210 I'-,, &*■BY DATEDESCRIPTION SYM.Y > P . O . B O X 4 4 2 8 A S H E B O R O . N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 D a t e : D E C 2 0 1 6 o> E 1 ce\iAL' D r a w n : R E H 16871A S t a t i o n 17in7iTT. C h e c k e d : R W S %\oN6S?<DC O N S U L T I N G E N G I N E E R S , P . A . H a r n e t t C o u n t y , N o r t h C a r o l i n a 1 J o b N o . : 2 9 0 0 4 O f ? V e r s i o n : ! — 1 2 “ - A S R E Q U I R E D M I N . A S R E Q U I R E D Apr 11, 2017 - 9:«omDRAWING NAME: \\SERVER\Englneering\MBD Consulting Engineers. PA\HC0PU—Ullington to Seminole Transmission Main-Booster Pump Station\ELEC DWGs\E1 EteeticsS Details Sc Notes.dwg — £1 U l U l U l U J P R O P O S E D M E T E R & P A D M O U N T E D T R A N S F O R M E R ■ C O O R D I N A T E P A D S I Z E A N D L O C A T I O N W I T H U T I L I T Y P R O P O S E D S C A D A A N T E N N A P O L E X X X X X X X PROPOSED AREA LIGHT POLE (SEE DETAIL SHEET E1) & E E X P R O P O S E D G E N E R A T O R A N D G E N E R A T O R P A D V U l : F R O M U T I L I T Y : U 2 : / - n : u i X LP8: T I E T R A N S F O R M E R T O G R O U N D R I N G i % < R I U x E E E E E T - ' E E 7 - E U c z m z 3 U l E L E C T R I C A L R O O M P U M P R O O M X o o X X TIE FENCE TO GROUN D RING X X X X X X X DHEOHEOHE O H E OHE O H E O H E O H E O H E STOP!BEFORE YOU DIG CALL THE NC ONE CAU CENTER 1-800-632-4949 ITS THE LAW!NOTES:SEE SHEET E1 FOR LEGEND AND ABBREVIATIONS.1. E L E C T R I C A L S I T E P L A N CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, T O O L S , E Q U I P M E N T , PERMITS, AND OPERATIONS NECESSARY FOR THE PRO P E R E X E C U T I O N A N D COMPLETION OF ALL ELECTRICAL WORK INDICATED ON T H E D R A W I N G S . 2. S C A L E - 1 “ = 1 0 ' t 0 5 ‘ 1 0 * i 2 0 1 0 IURGILL3. ALL ELECTRICAL WORK AND MATERIALS SHALL COMPLY W I T H T H E N E C A N D OTHER APPLICABLE FEDERAL. STATE, AND LOCAL CODE S . A L L E L E C T R I C A L EQUIPMENT SHALL BE THIRD PARTY LISTED OR LABELE D . 0GNLERNG4. COORDINATE UTILITY TRANSFORMER, PAD SIZE AND LO C A T I O N W I T H U T I L I T Y . i ONE SOUTH MAIN ST. \ LEXINGTON, NC 27292 \ (336)238-1249 PH., \ (336) 236-6393 FAX S h e e t N o . : A S S H O W N S c a l e : REVISIONS H a r n e t t C o u n t y W a t e r C e n t e r T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a o /C A .C-1210 I BY DATEDESCRIPTION SYM. P . O . B O X 4 4 2 8 A S H E B O R O . N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 D E C 2 0 1 6 D a t e : B O O S T E R P U M P S T A T I O N E L E C T R I C A L S I T E P L A N fOr E 2 ;eal^ R E H D r a w n : *o16871,~j-y.ytt C h e c k e d : R W S %V.O'tkIKtV<0CO N S U L T I N G EN G I N E E R S , P . A . 1 J o b N o . : 2 9 0 0 4 o f ; V e r s i o n : _ _ _ _ _ _ ! _ i 8 - /o Cornero u Rd \N i\\iem O Apr 11. 2017 - 9:45amDRAWING NAME: \\SERVER\Englneefing\MBD Consulting Engineers, PA\HCDPU—Ulllngton to Seminole Transmission Moin-Booster Pump Station\EUEC DWGs\E2 Site Plon.dwq — Site Plan V A R I A B L E F R E Q U E N C Y D R I V E ( V F D 1 ) N E M A 1 , W / B Y P A S S , N O T E 1 1 V A R I A B L E F R E Q U E N C Y D R I V E ( V F D 2 ) N E M A 1 . W / B Y P A S S , N O T E 1 1 C D o 1 1 h = Q . 5 Q _ n 4 8 0 - 1 2 0 / 2 4 0 V 1 P H , 3 W , t x : i o k v a r r m C D C D C N o ' % 0 4 % § 1 n O ) 0 4 l O Q g Q - 0 - > 6 L P E S T O N #4/0G 480Y/277V 3PH, 4W, 60HZoMETER#4/0G S C A D A P A N E L , N E M A 1 E N C L O S U R E . ( T P ) # 4 / 0 G N O T E 4 U3: 4 FEEDS OF (4#600MCM. #4/0G, 4') 4 8 0 Y / 2 7 7 V O L T . 3 P H A S E . 4 W I R E , 1 6 0 0 A , 6 5 K A I C , N E M A 1 E N C L O S U R E ( P P ) vAUTOMATIC TRANSFER SWITCH, CB. 1600A, 4-POLE, NEMA 1 ENCLOSURE. (ATS). 65 KAIC. NOTE 2 GENERATOR DISCONNECT SWITCH, CB.1600A. NEMA 1 ENCLOSURE. (DSG). 65 KAIC. NOTE 2 UTILITY DISCONNECT SWITCH. CB, 1600A, NEMA 1 ENCLOSURE. (DSU), 65 KAIC, NOTE 2 A1:4 FEEDS OF(4#600MCM, #4/0G,4‘)A2:10#14.#14G, 1*. 1* SPAREELECTRI C A L O N E - L I N E D I A G R A M S C A D A P A N E L O N E - L I N E D I A G R A M N O S C A L E NO SCALE N O T E S : S E E S H E E T E 1 F O R L E G E N D A N D A B B R E V I A T I O N S . 1 . PANELBOARD: LPBUS: AS REQ'D RATING: 100A I N C L U D E A R C F L A S H R E D U C T I O N A S R E Q U I R E D B Y C O D E . 2 . MAIN CB: 50A-3PSERVICE:480- 120/240 VAC, 1PH C O O R D I N A T E L O C A T I O N O F P A N E L W I T H O W N E R . 3 . MOUNTING: NEMA 1LOCATION: PUMPSTAT I O N LOAD AMP POLE CKT# POLE AMP LOAD T P F U R N I S H E D B Y O W N E R A N D I N S T A L L E D B Y C O N T R A C T O R . C A B L E A N D C O N D U I T P R O V I D E D B Y C O N T R A C T O R . C A B L E T E R M I N A T I O N S B Y C O N T R A C T O R . 4 . ENGINE JACKET H E A T E R E N G I N E BATTERY CHARGER20 1P 2P 3012OUTSIDE BUILDING FLOOD LIGHT20 1P 3Ii4EXHAUST FAN (EF1)20 20 SCADA PANEL1P 5 1P P C P P R O V I D E D W I T H P U M P S . P A N E L M O U N T I N G , C A B L E . C O N D U I T A N D T E R M I N A T I O N S B Y C O N T R A C T O R . 5 . PUMP ROOM LIGHTS20 20 AREA LIGHT1P 7 1P 6 . C O N T R A C T O R S H A L L P R O V I D E A L L L A B O R , M A T E R I A L S , T O O L S , E Q U I P M E N T . P E R M I T S , A N D O P E R A T I O N S N E C E S S A R Y F O R T H E P R O P E R E X E C U T I O N A N D C O M P L E T I O N O F A L L E L E C T R I C A L W O R K I N D I C A T E D O N T H E D R A W I N G S . INSIDE RECEPTACLES MAG METER FIT- 1 2 0 1 P 101P 20OUTSIDE GFI RECEPTACLE20ELECTRICAL ROO M L I G H T S 20 1P11121PSPARE2P SPARE201314 2P 30Iii i15161 1 A L L E L E C T R I C A L W O R K A N D M A T E R I A L S S H A L L C O M P L Y W I T H T H E N E C A N D O T H E R A P P L I C A B L E F E D E R A L . S T A T E , A N D L O C A L C O D E S . A L L E L E C T R I C A L E Q U I P M E N T S H A L L B E T H I R D P A R T Y L I S T E D O R L A B E L E D . 7 . SPARE SPARE20 1P17 181P 20SPARE SPARE20 1P1920 1P 20 U N I T H E A T E R S U H - 1 A N D 2 S H A L L B E H E A V Y D U T Y A N D S H A L L I N C L U D E H E A T I N G C O I L , F A N A N D M O T O R A S S E M B L Y , D I S C O N N E C T S W I T C H . C O N T A C T O R . T H E R M O S T A T , C O N T R O L T R A N S F O R M E R I F R E Q U I R E D , A N D W A L L / C E I L I N G M O U N T I N G H A R D W A R E . U N I T H E A T E R S H A L L B E R A T E D 5 K W A T 4 8 0 V A C T H R E E P H A S E . H E A T E R E L E M E N T S S H A L L B E S T E E L P L A T E , F I N T Y P E W I T H E L E M E N T S B R A Z E D T O C O M M O N F I N S F O R M A X I M U M S T R E N G T H A N D H E A T T R A N S F E R . F A N M O T O R S H A L L B E P R O V I D E D W I T H T H E R M A L O V E R L O A D P R O T E C T I O N W I T H A U T O M A T I C R E S E T . U N I T H E A T E R S H A L L B E S E R I E S 5 1 0 0 B Y M A R K E L O R E Q U A L SPARE201P2122 1P 20SPARESPARE SPARE20 1P 23 24 1P 20ELECTRICAL PANEL SCHEDULENO SCALESTOP!BEFORE YOU DIG CALL THE NC ONE CALL CENTER 1-800-632-4949 ITS THE LAW! I N T A K E L O U V E R S H A L L B E A L U M I N U M C O M B I N A T I O N L O U V E R D A M P E R W I T H D R A I N A B L E B L A D E S , I N S E C T S C R E E N , A N D D A M P E R M O T O R . I N T A K E L O U V E R S H A L L B E R U S K I N E L C 6 3 7 5 O R E Q U A L . D A M P E R M O T O R S H A L L B E R A T E D F O R C O N T I N U O U S O P E R A T I O N A T 1 2 0 V A C . 1 0 . E X H A U S T F A N E F 1 S H A L L B E R A T E D 2 5 0 0 C F M @ 0 . 5 I N . S T A T I C , 1 2 0 V A C , 1 P H . , I N C L U D E W A L L H O U S I N G . I N S E C T S C R E E N , G R A V I T Y O P E R A T E D D A M P E R . P R O P E L L E R . M O T O R , O S H A A P P R O V E D G U A R D , M O T O R R A T E D D I S C O N N E C T S W I T C H , A N D L I N E V O L T A G E T H E R M O S T A T . E X H A U S T F A N S H A L L B E M A N U F A C T U R E D B Y G R E E N H E C K O R E Q U A L . 1 1 . B A S E B I D I N C L U D E S V F D ' S W I T H R V A T B Y P A S S . A L T E R N A T E N O . 1 I S R V A T M O T O R S T A R T E R O N L Y A N D N O E H V A C U N I T . 0A ONE SOUTH MAIN ST. </\ LEXINGTON, NC 27292 ' \ (336) 238-1249 PH.. \ (336) 236-6393 FAXREVISIONS S h e e t N o . : A S S H O W N S c a l e : H a r n e t t C o u n t y W a t e r C e n t e r T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a ..••■"ow i*%:°\ C-1210 DESCRIPTIONBY DATESYM. P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 D a t e : D E C 2 0 1 6 E L E C T R I C A L O N E - L I N E D I A G R A M 2 0 " T R A N S M I S S I O N ;eal' E 4 D r a w n : R E H ; y :m'- <A \'0>&70\0.V.- C h e c k e d : R W S CO N S U L T I N G EN G I N E E R S , P . A . H. 1 J o b N o . : 2 9 0 0 4 O f : _ _ I _ _ V e r s i o n : _ _ _ _ ! _ )<x> EJH BCENGINE-GENERATOR 3 M X - - - - - C O 2 VFD2-2: 2(3#600MCM, #4/0G.) 4#12, 3.5"?! t > VFD2-1: VFD2-2: ro i - - - - - W N > VFD2-5: 8#14. 1"c n inm VFD1-4: 2#14. #14G, 1" in —H X — C O 2 VFD1-3: 2(3#600MCM, #4/0G.) 4#12, 3.5"=58 x o ^ VFD1-1; VFD1-2: c o N <0 VFD1-5: 8#14. 1" PP2: 2 FEEDS (3#600MCM, #1/0G, 3.5") PP1:2 FEEDS(3#600MCM, #1/0G, 3.5") Htj TP6: 2-1PR#16SH, 1" a . TP5: 2-1PR#16SH, 1" a . TP4: 2-1PR#16SH, 1" 5P-FE-1: CABLE. FWE 1" u . " ^~LP10: 2#12. #12G 3/4" TP3:2-1PR#16SH, 1" ■ > - o TP2: EMPTY. 1" < TP1: ANTENNA CABLE. 1 1/2" t > LP6: 3#12, #12G, 3/4" o VFD2-2: 1 Q#14, 1" CABLE. 1". 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UH1 (NOTE 8) WALL MOUNT HVAC 2 (NOTE 11) WALL MOUNT HVAC 1 480-120/240 VOLT. 10KVA LIGHTING PANEL SPARE EMERGENCY STOP TEMPERATURE SWITCH MOTOR SPACE HEATER PUMP MOTOR NO. 2 TO TP TO TP VALVE LIMIT SWITCH VALVE SOLENOID EMERGENCY STOP TEMPERATURE SWITCH MOTOR SPACE HEATER PUMP MOTOR NO. 1 TO TP TO TP VALVE LIMIT SWITCH VALVE SOLENOID TRANSIENT VOLTAGE SURGE SUPPRESSION G: 4 FFEDS (4#600MCM. #4/0G, 4"#4/0 GCONTROL PANEL800KW (MIN) GENERATOR 480Y/277V, 3P, 4W3/4" x 10' GROUND RODEQUIPMENT FRAMESTATION PIPINGSPAREUTILITY DISCONNECTUTILITY SERVICE W 3P-20A 3P-20A w 2P-30A 3P-20A \-7 3P-20A 3P-20A 3P-20A 3P-20A 2 P-30 A 3P-800A 3P-800A 3P-800A S33 AS REQUIRED A4: 4 FEEDS OF (4#600MCM,TO SCADA PANEL A3: 12#14, #14G, 1"TO SCADA PANEL t>TP2:120 VAC LP d>—LP1.2&4: 4#12, 12G, 1*BATTERY CHARGER & JACKET HEATER -e-Apr 11. 2017 - 11:19amDRAWING NAME: \\SERVER\Enginoorlng\MBD Consulting Engineers, PA\HCDPU—llllington to Seminole Transmission Main-Booster Pump Stotion\ELEC DWGs\E4 Electlcal One-line.dwg — E4 7 - C O O R D I N A T E L O C A T I O N W I T H O W N E R ( S E E S H E E T E 1 F O R D E T A I L ) LIGHTING FIXTURE SCHEDULE T P 1 : TOTALPOWER I LAMP P R O P O S E D G E N E R A T O R P A D T O T P PERSYMBOL MOUNTING DESCRIPTION M A N U F A C T U R E R ' S P A R T N U M B E R BALLASTFIXTUREONE (1) 82 W LED L I T H O N I A F E M 4 L E D - 9 L / 5 7 - I M A C D C O L U M B I A L X E M 4 - 5 0 H L - R A - E U M E T A L U X 4 V T 2 - L D 4 - 8 - D R - U N V - L 8 5 0 - C D 1 - W L O R A P P R O V E D E Q U I V A L E N T . 4' LED FIXTURE FIBERGLASS ENCLOSED WIT H G A S K E T AND ACRYLIC PRISMATIC DIFFUSER.DAMP LABEL LISTED, 120VAC.SURFACE MOUNTON CEILING C P 82A o I J H WATTS P R O P O S E D G E N E R A T O R S U B B A S E F U E L T A N K A 2 B C G EMERGENCY LIGHT,NEMA RATED.SEALED & GASKETED,120VAC, w/BATTERY PACK. L I T H O N I A I N D X 6 1 8 - W - L P 0 5 V S C O O P E R L I G H T I N G U E L 1 - W H - S D D U A L L I T E D Y N 6 O R A P P R O V E D E Q U I V A L E N T . L P 1 . 2 & 4 CTWO (2)12WALLMOUNT 8' AFF6WWATTSLED I G R O U N D I N G S Y S T E M T E S T W E L L ( T Y P I C A L O F T W O ) / I WALL OR CEILING MOUNT ABOVE DOOR L I T H O N I A E L A - T - Q W P - L 0 3 0 4 C O O P E R L I G H T I N G R F L E D - 4 0 2 D U A L L I T E O C R - D - W - 0 6 0 3 L O R E Q U I V A L E N T . ETWO (2) EMERGENCY EGRESS LIGHT. EMERGENCY BATTERY,2 LAMPex 1 3WWATTS 3 / 4 * X 1 0 ' G R O U N D R O D ( T Y P . ) LED I T O A T S . D S G , & L P 10,000LUMENSEXTERIORWALLSURFACEMOUNTED C R E E S E C - E D G - 3 M - W M - 0 6 - E - U L - B Z - 7 0 0 B E A C O N T R V - D - 4 8 N B - 1 1 0 - 5 K - T 3 - U N V L I T H O N I A D S X W 2 L E D 3 0 C 1 0 0 0 5 0 K T 3 M M V O L T D D B X D O R A P P R O V E D E Q U I V A L E N T . 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C X J ELECTRICAL LIGHTING PLANfj E L E C T R I C A L P O W E R P L A N USCALE. I /A* - I1 - O' S C A L E : 1 / 4 " = V - 0 * A ONE SOUTH MAIN ST. n LEXINGTON, NC 27292 ' \ (336)238-1249 PII.. \ (336) 236-6393 FAX S h e e t N o . : A S S H O W N S c a l e : REVISIONS H a r n e t t C o u n t y W a t e r C e n t e r T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a y»9!Aso * -.€>■-; Or;#:=l:s C-1210 E L E C T R I C A L L I G H T I N G A N D P O W E R P L A N 2 0 " T R A N S M I S S I O N BY DATE DESCRIPTION SYM.) P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 D E C 2 0 1 6 D a t e : E 6 EAL D r a w n : R E H ~0 :....50"7-TO C h e c k e d : R W S CO N S U L T I N G EN G I N E E R S , P . 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T H E C O N T R A C T O R S H A L L V E R I F Y T R A N S F O R M E R L O C A T I O N A N D D I M E N S I O N S W I T H T H E D U K E P O W E R C O M P A N Y P R I O R T O I N S T A L L T R A N S F O R M E R P A D S . T W O P A D S A R E R E Q U I R E D . m6' WIDE (MIN.) WARNING TAPE wrm METAL TRACER S ' o o 1 " So 5 / 8 * A L P L A T E fo T Y P ^ C H A M F E R E X P O S E D C O R N E R L = J 9 / 1 6 * H O L E S . T Y P U -+.5* MIN. TO FORMED SURFACE. 3* MIN. TO EXCAVATION 0 4 T O P V I E W X 4 . T H E T R A N S F O R M E R P A D S S H A L L H A V E 4 F E E T C L E A R A N C E O N S I D E S O T H E R T H A N C O N D U I T S I D E . T H E C O N D U I T S I D E S H A L L H A V E 1 0 F E E T C L E A R A N C E . Tt2*#5 BARS @ 8*1.5* MIN; 3* MAX TO TOP SURFACE L E V E L I N G C H A N N E L S F U R N I S H E D B Y C O N T R A C T O R . I N S T A L L E D T O M A T C H E Q U I P M E N T F U R N I S H E D . P A D D I M E N S I O N S D E T E R M I N E D B Y E Q U I P M E N T F U R N I S H E D . 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A D E Q U A T E C U R E C A N B E P E R F O R M E D B Y W A T E R P R O O F M E M B R A N E S . S P R I N K L I N G O R S O A K I N G O R C U R I N G C O M P O U N D S . TVVs[ks] C O N D U I T S T R A P A S R E Q ' D A L C 6 X 4 . 4 8 P \ 7 . P A D S H A L L B E S U P P O R T E D O N A S U B B A S E O F S A N D , G R A V E L . O R C R U S H E D S T O N E . T H E G R A N U L A R S U B B A S E I S T O B E A M I N I M U M O F 4 * T H I C K A N D S H A L L B E C O M P A C T E D W I T H V I B R A T O R Y C O M P A C T O R S . CONCRETE ENCASED CONDUIT DETAILNOT TO SCALE C O N D U L E T W A L L 8 . D A M P E N T H E S U B B A S E P R I O R T O C O N C R E T E P L A C E M E N T . A T T H E T I M E O F P L A C E M E N T . T H E S U B B A S E S H A L L N O T C O N T A I N S T A N D I N G W A T E R . 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N O T E S : A 1 . C O A T A L U M I N U M S U R F A C E S I N C O N T A C T W I T H C O N C R E T E P E R S P E C I F I C A T I O N S . 2 . S U P P L Y V - 2 * D I A M E T E R X 2 ' - 6 * D E E P F O U N D A T I O N W H E R E M O U N T I N G S U R F A C E I S N O T A V A I L A B L E . 3 . U S E S S T W A S H E R S . N U T S A N D B O L T S F O R M O U N T I N G D E V I C E S . GROUND CONDUCTOR WIThf ULTRAWELD CONNECTION AND WELD METAL. I S / G R A D E M A X . T E S T L O O P 1 2 * B E L O W o o o o o o o o o o o o ■ p J - T T r C D 1 4 * - 2 4 * # 4 R E I N F O R C I N G B A R S 2 * C O V E R C D CONNECT FENCE BONDING CONDUCTOR TO GROUND CONDUCTOR WITH ULTRAWELD CONNECTION WITH WELD METAL T I N N E D A W G # 4 / 0 S O I L I D 0 4 l l L / L O N G . M I N . D I A . 3 / 4 * G R O U N D R O D M I N . 1 0 ’ C O P P E R - C L A D S T E E L N O T E 1 T Y P I C A L E M E R G E N C Y S T O P M O U N T I N G D E T A I L T R A N S F O R M E R P A D FENCE GROUNDING DETAIL N O T T O S C A L E N O T T O S C A L E NOT TO SCALEG R O U N D S Y S T E M T E S T I N G W E L L D E T A I L N O T T O S C A L E STOP!BEFORE TOU DtG CALLTHE NC ONE CALL CENTER 1-800-632-4949 ITS THE LAW!TURGILLO!0MKLWQ\ ONE SOUTH MAIN ST. LEXINGTON, NC 27292 (336)238-1249 PH. (336)236-6393 FAX S h e e t N o . : REVISIONS A S S H O W N S c a l e : H a r n e t t C o u n t y W a t e r C e n t e r T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a J.-.V V -.VI BY DATE DESCRIPTION SYM. P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 4 D E C 2 0 1 6 D a t e : = c-1210 i-T,:•.,C> — E 7 ;eai/ E L E C T R I C A L D E T A I L S R E H D r a w n : 16871, C h e c k e d : R W S INE.V<9CO N S U L T I N G EN G I N E E R S , P . A . w. 1 J o b N o . : 2 9 0 0 4 O f : I V e r s i o n : — ! — Apr 11. 2017 - 11:24amDRAWING NAME: \\SERVER\Engineerlng\MBD Consulting Engineers. PA\HCDPU-Llllington to Seminole Transmission Main-Booster Pump Station\ELEC DWGs\E7 Electicol Details.dwg - E7 BOC ■ f i ­ ll C B r n ^ f t RVAT H [• \ 0 I 6 5 X S O X O X 1 0 0 X o - — o * 2 5 0 O R 4 0 0 H P f t Hh I * CB m — □ H P vocOL i 1 0 0 X 8 0 X 6 5 X 5 0 X II■OOOoOLrO-o - o o — 4 8 0 V A C 3 - P H . o- 1 i . 1 * 2 5 0 O R 4 0 0 H P VFD -jf-o-uo- 4 8 0 V A C C P T FUSECPT F U S E X 1 X 2 - • — 1 1 2 0 V A C 1 120VE STOP E S T O P SS1RUNOFF 1 - S T A R T C O N T A C T O R REQUESTHAND*CR f i i - 1 ■ f t T D — 1 T D — 7 © -Cr1 T " T REMOTE RUN CMSOLENOID 2 - S T A R T C O N T A C T O R CR1 VALVE O----1 |---D-QOOWJ-Q-o o22X_qH|-C}- f t 2 S SS2VFD OUTPUT CONTACTORBYPASSMODE f t 10-SECON-DELAY R U N BYPASS VFDft C O N T A C T O R ® TR T D - 1 11 M O L BYPASS OUTPUT CONTACTORVFD10-SECON-DELAY P U M P H A N D - O F F - R E M O T E R U N MODE n E X H . 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'A LF.XINGTC )N, NC 27292 ' \ (336)238-1249 PH., \ (336) 236-6393 FAX zs;CR C O N T R O L S C H E M A T I C S A R E A D I A G R A M M A T I C R E P R E S E N T A T I O N T O I N D I C A T E T H E M I N I M U M A C C E P T A B L E C O N T R O L F U N C T I O N S . A C T U A L C O N T R O L L O G I C W I L L D E P E N D O N D R I V E M A N U F A C T U R E R ’ S C O N T R O L 9 J - P U M P C O N T R O L S C H E M A T I C f T Y P . O F 2 ) Ittpical for base bip| S h e e t N o . : REVISIONS S c a l e : A S S H O W N H a r n e t t C o u n t y W a t e r C e n t e r T r a n s m i s s i o n M a i n a n d B o o s t e r P u m p S t a t i o n H a r n e t t C o u n t y , N o r t h C a r o l i n a BY DATE DESCRIPTION SYM. P . O . B O X 4 4 2 8 A S H E B O R O , N C 2 7 2 0 4 P h o n e : ( 3 3 6 ) 6 2 9 - 3 9 3 1 F a x : ( 3 3 6 ) 6 2 9 - 3 9 3 2 N C L i c e n s e N o . C - 6 4 4 D a t e : D E C 2 0 1 6 B O O S T E R P U M P S T A T I O N C O N T R O L S C H E M A T I C D I A G R A M S :7OrS':* : E 8 lEAL"3 D r a w n : R E H C-1210TJ :: TO■v.Hi C h e c k e d : R W S <3CO N S U L T I N G EN G I N E E R S , P . A . w. 1 J o b N o . : 2 9 0 0 4 O f : V e r s i o n : _ _ _ _ I _ DRAWING NAME: \\SERVER\Englneering\MBD Consulting Enginoers, PA\HCDPU-lillington to Sominole Transmission Main-Booster Pump Stotion\El£C DWGs\E8.dwg - E6 Apr 11. 2017 - 10:45om