Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6.2-623
CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PLANS FOR CONSTRUCTION OF ASH ROAD S W R LIFT STA ION THE BEARING OF 89*04'33" • •. THE SOUTHOF • OF i T.30 S., R.27 E. AS SHOWN ON • 1 NO. ♦ PG. 27 WAS USED AS THE BASI OF BEARINGS SHOWN HEREON. — STANDARD PAVEMENT PATCHES 1,1 111F 11 11 -11! BENCAMARK DISK -, l • 1157 RESET•' AT ! • RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE i OF CONCRETE BOX CULVERT s 4 OVER CANAL, l ♦. 1/2 FEET NORTH OF CENTER LINE OF THE HIGHWAY, • OF SOUTH,EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING •, FEET EAST OF OF • RIVER '•.• LEADING NORTH,AND ABOUT COVER"IRM411! 11111111118Rmlzm 1. GENERAL2. NOTES PROFILES3. SITE PLAN 4. SEWER 5. WET WELL PLAN SECTIONS s 6. VALVE VAULT PLAN & SECTIONS 7. WET WELL, VALVE VAULT & ! • PLAN FORCE8. ! DETAIL ♦. WET WELL .A • GUIDE BAR MOUNTINGDETAIL 11. CONTROL : DIAGRAM 12. 1—LINE & FIELD CONNEC11ON DIAGRAMS,• • CURRENT : RECOMMENDED 13. ELECTRICAL NOTES & ODOR CONTROL UNIT DETAIL a CONDUIT AND WIRE SCHEDULE 15. CONTROL DETAIL ♦ TRUSS,• DETAILS 17. COLUMN BOLT PLATE CONSTRUCTIONEl ELECTRICAL MCCLrTCHEN ROADiFD. C.O.B. CONC. MON. .C. IN (. 1 ) { { l L.H. MKD. REP. 5--91, 1a DEEP FOR N.W. COR. SEC. 34, 30/27 EXISTING 36" SEWER EXISTING i 1 36" SEWER CITY 0F BAKERSFIELD HEADWORKS MUNICIPAL FARM No. 3 (# i EXISTING N.E. 1/4 SEC. 33, T.30S.,R.21E. 1( 36 SEWER EXISTING GATED �) TREATMENT PLAN ENTRY J — — — — — EXISTING A.C. PAVED ACCESS DRIVE EXISTING LANDSCAPED BERM�t PROPOSED LIFT STATION SITE 3s { i i i 1 6" FORCE GMAIN EXISTING 25' WIDE ACCESS GATE { 1 ! 136 SEWER EXISTING TREATMENT PLANT WROUGHT IRON FENCING ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) CITY STANDARDS: INV INVERT THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE MH MANHOLE CONSIDERED A PART OF THESE PLANS: SOILSREPORT: JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SW -3 — STANDARD PAVEMENT PATCHES PREPARED BY: KRAZAN & ASSOCIATES, INC. SW -4 — STANDARD MANHOLE TYPE 'A' DATED: DECEMBER 2, 2016 SW -5 — STANDARD FRAMES & COVERS FOR MANHOLES & CLEANOUTS KRAZAN PROJECT NO.: 022-16130 ST -22 — STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS TITLE: EXPLORATORY BORING WITH SOIL CLASSIFICATION APPENDIX A — SEWER PUMP STATION SPECIFICATIONS W PROPOSED SEWER LIFT STATION W-2 -- THRUST BLOCK DETAIL • S MCCUTCHEN AND ASHE ROADS SHADE400 WITH D CONCRETE `•; LINE PER CITY STANDARDS BAKERSFIELD, CALIFORNIA MANHOLE TYPE "A" PER LEGEND: ABBREVIATIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATION R/W RIGHT OF WAY T.O.M. TOP OF MANHOLE FL FLOWLINE PP POWER POLE TOP OF CLEANOUT TOP OF MANHOLE W FURNISH & INSTALL WATER LINE PER CITY STANDARDS • S FURNISH & INSTALL SEWER SHADE400 WITH D CONCRETE `•; LINE PER CITY STANDARDS FURNISH & INSTALL SEWER MANHOLE TYPE "A" PER • • SEWER PIPE C.O.B. STD. SW -4. -{- PROPOSED LIGHT STANDARD CREE BXSPRA03MC-US 42 WATT LED STREET 24" C905 PVC DR18 SEWER FORCE MAIN PIPE LIGHT HORIZONTAL TENON MOUNT TYPE 3A 5700K ON 12' POLE, OR APPROVED EQUAL CONCRETE BLOCK O r r C.O.B. i EXISTING DOWN GUY EXISTING POWER POLE ---- - - EXISTING SEWER LINE — G— EXISTING GAS UNE --- - - - -- ---- EXISTING FENCE LINE - — — — — — — — — - EXISTING EDGE OF PAVEMENT -- - — - --- EXISTING TELEPHONE UNE _ ---OH _ . — EXISTING POWER UNE -----U - -- ---- - EXISTING GAS AND ELEC. JOINT TRENCH -- - ----- EXISTING CABLE UNE NOTE : 1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 7 1 4► 1 -+ ra : 1 E► v y• Y NOTE:1" OF r • OVEMENTS �Sv ' • iR• j • PUMPS — 40 HP I� PRECAST 14" CHECK VALVE - LEVER & WEIGHT (SHORT PIVOT) 14" PLUG VALVE - GEARED OP NUT • PLUG VALVE DRAIN''VALVE VALVEi s SPRING r r 96"0 GRID AMP, 3 PHASE AUTO TRANSFER SWITCH (UNDER LOAD) NEMA 3R STAINLESS STEEL, 480V/3PH, DUPLEX CONTROL PANEL SHADE400 WITH D CONCRETE `•; ®� 42 i ON CONCRETE • • • • SEWER PIPE ®� r SEWER PIPE 24" C905 PVC DR18 SEWER FORCE MAIN PIPE 18" DISCHARGE- FORCE -MAIN-MANIFOLD WITH VALVING PVC LINED MANHOLE •• PVC LINED MANHOLE •i•' CONTROL UNIT WITH CONCRETE `'i AND PIPING ..M MOUNT ELECTRICAL TRANSFORMER BOLLARD ..• • r r .. DOMESTIC t • LINE GAS LINE FOR BACKUP GENERATOR - SERVICE SIZE TO BE CONFIRMED WITH PG&E -INFLATABLE2" PLUG WITH PIPING AND •• RP BACKFLOW WATER METER & VALVE BOX A COMPLETE PARTS j• FOR THE WET WELL, VALVE VAULT • r MAIN MANIFOLD CAN BE FOUND ON THE COMPONENT DRAWINGS INCLUDED IN THIS PLAN SET. NOTE: NOTICEiISSUED FOR THESE IMPROVEMENTS'i A'STATION EXISTING 1. FORCE MAIN HAVE BEEN ABANDONED. F. A r p. ;0jr F -1 -Ty m r A r 14 A 19 1 BOOM=, 201 r F_-Itei KEY MAP SCALE: 1 "=200' { FD. K.C.S. 2" B.C. DOWN 24" FUTUREFOR W. 1/4 COR. SEC. 34, 30/27 R/W # I , PER R/S BK. 15, PG. 178 } McKEE ROAD " (UPPER AND LOWER) GENERAL NO TES. - 1. THE CONTRACTOR i• SHALL CONTACT 1 i • i • SERVICE4., 48 HOURS PRIOR EXCAVATION. CONTRACTOR R /, I SHALL POTHOLE TO VERIFY LOCATIONI 1 • 2. THE CONTRACTOR SHALL CONSTRUCT THE SEWER LIFT STATION PER APPENDIX P P i OF OF BAKERSFIELD B,• • OPTIONALJ. EQUIPMENT , PAGES APPENDIX A IS REQUIRED. � P McOyl No. 33322 CtVIOF CA_\�'!!> � EX. 24"" STEEL- ! lfi!��i EXIST. TEMPORARY LIFT STA11ON & EXISTING 6" FORCE MAIN CASING SHALL BE REMOVED PRIOR TO NOTICE OF COMPLETION. (BY SEPARATE PLANS) 1 t i :moi �e i i it 7 i e EXISTING '`- 36" SEWER 1 # lI s # # 5 I = _ # { 1 4 2 i { 1 # 1 ! 29 3HORTON AVENUE i { 28 27 EXISTING 36" SEWER i { j 5 l` j i { i 4 i 3 1 4 11 2 { EXISTING R/W ' i OVINCETOWN AVENUE EXISTING { 36" SEWER 1 54 # € 53 i 52 'le I # # I � # I; 1 1 11 I ILII # # EXISTING 36" SEWER { I 1 i STATE ROUTE VI- KER-119 TAI= T HIGHWAY E I ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES STANDARDS AND DESIGN CRITERIA SHALL BE CORREICIT`D DURInI CONSTRUCTTONj A By-. r a McINTOSH r DATE EXP. 6-30-18 i APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12--31--18 .101 REVIEWED BY: ASSISTANT PUBLIC r� J0 0i'PROJE 27 Ir 288 mccull .. ,. 1 • • ROAD s # - l t • r 1, � r j� � �„I a � 0 c� 17 16 VICINITY MAP NO SCALE ACHECIO ROAD rpInIA what's below. beforeCal I Q �IIIIIIIII , • • • / � i • •w :r a irr / a FWAMINP101 A •• r i • ' i~ / Is r• i•rl i l i Is i i' • � r • � i /: r / r • �/ i * A ` r� r / r` r i •. A i• i A � r r A •r r i' : A 'CONCRETE.- CLASS ONCRETE:CLASS "A" (fc/ = 3500 PSI) CONFORMS TO SECTION 90 OF THE STATE STANDARD SPECIFICATIONS. MINIMUM CEMENT 564 LBS. / CU. YD. (6 SACKS / CY) MAXIMUM SLUMP : 4" — TYPICAL REQUIRED CURING COMPOUND FOR ALL CONCRETE: WHITE PIGMENTED CURING COMPOUND (STATE SECT. 8030-71D-05) VIBRATE ALL CONCRETE THOROUGHLY WITH APPROVED MECHANICAL VIBRATOR. NON --SHRINK GROUT. SHALL CONFORM TO SECTION 50-1.03B(2)(d), BONDING AND GROUTING, OF THE STATE STANDARD SPECIFICATIONS WITH A REQUIRED ADMIXTURE USiNG THE FOLLOWING PROPORTIONS: PORTLAND CEMENT . . . . . . . . . . . . 1 PART BY WT. SAND (100% PASSING #8 SEIVE) . . . . 1 PART BY WT. WATER . . . . . . . . . . . . . . . . . . . 41/2 — 51/2 GAL./SACK CEMENT SIKA "INTERPLAST—N" ADMIXTURE . . . 17o BY WT. OF CEMENT • i ' � w • ! i w ! " � ! 1 ..IC Isom, i ! MATERIAL A.S.T.M. DESIGNATION STRUCTURAL STEEL . . . . . . . . . . . .A -- 36 BOLTS . . . . . . . . . . . . . . . . . . . A — 307 ANCHOR BOLTS . . . . . . . . . . . . . . A — 304 SS (STAINLESS STEEL) CONNECTORS INSIDE WET WELL SHALL BE A — 316 SS REINFORCING STEEL: (Fy = 40,000 PSi AND 60,000 PSI) DEFORMED BARS CONFORMING TO ASTM A-615, TYPE "S" #4's AND SMALLER . . . . . . . . . . . GRADE 40 #5's AND LARGER . . . . . . . . . . . GRADE 60 • � w ` w *! ' • � ` it ' i � +'"' BENd T TIE OR STIRRUP x XE R=20's STIRRUP �• i • • ! i A � ! A r '� •' i ' A r ' a r • i • •' r ♦♦ ,, , • i• r i r i i • 1 l ' r i ` ` r` -' r ♦ i i ♦ �• r A i. • r 1 - ii � r 1 • ii i i - r •- i i • VALVE T UCTIO1 ALL UNPAINTED SURFACES IN VALVE VAULT SHALL BE PRIMED AND TRIPLE COATED WiTH EPDXY PAINT. 2 VALVE VAULT COATINGS WILL BE INSTALLER SUPPLIED IF REQUIRED BY THE CITY. DUCTILE IRON PIPE - 1 ALL D. I. PIPE AND FITTINGS SHALL BE COATED AND LINED WITH ENDURON CERAMAWRAP AND PROTECTO 401. 2 ALL D. i. PIPE, JOINTS AND BOLTS IN CONTACT WITH SOiL SHALL RECEIVE 2 COATS OF CARBOLINE BITUMASTIC #50 PRIOR TO BACKFILL. r -• i . i ri r !/ i • i• A '•• • f • • 1 r.., • A r rr 1 r . • A r 1. / 1. • r. 1 r: A i • r. i i' i• i i! !r / i i • 1 • l * 1 1. 1 1• i 1 ° ° r • / ..fir ••A • *• A ik / r i • it • i•A.i•• V Wim A Iidmd&A !� • r HAM: jrAj IF • ! i ` ' � • t � i' r' i ` r i' •• i r � •i •, • i. • •;r • • -i r • • r r` r A 4 r i • � • � Ar•�i � � �' A `" i Aft A, ikki, MIVIFT •• rr , r • A •' Is rif WE, • a • 1 � 1 i • / ' 1. r �: r ' r' •' _•r • it i i • A �► it r • s i! i a ! r ° • i ! i •� ! # A r • ! r A • i; • i ` • i • s r r a A Ai A , • / / i "" r r i , � r i w '" , A r r r • � i , � r , ! � it r a i , • r r • ! ' r / i �•"a 001110 1 • r • -i r, •s r rA r • • r r r • i i' i A 'r ,♦ i i A A �/ � r i 1 r � rr•r i, i , y • r '•' i r i'r r- { 4» MiN. CAST—IN—PLACE CONCRETE BASE q-24- SEWER A 4 8»', MANHOLE SHAFT STANDARD FRAME AND COVER i /-PER C.O.B. STD. SW -5. 24»; DIA. Itg I cam+ 6» 72» DIA. s» SLOPE SHELVES TOWARD CENTER 4" MIN. )" MORTAR OR "KENT' SEAL BETWEEN SECTIONS MORTAR MANHOLE SHAFT IN PLACE j5 HOOP (TYPICAL AROUND ALL PIPE PENETRATIONS) #5 HOOP CL 36' SEWER + — 4 -- — — — v 21. #5 Q 12" E.W. 3" TYP. 5 012" E.W. COMPACTED TO 95% TO A DEPTH OF 12' OR UNDISTURBED SOIL 8'-0" MIN. GENERAL NOTES: ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE SPECIFICATIONS ENTITLED 'STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION', CURRENT EDITION. ING IN TCI' OF PIPE ATCH MANHOLE SHAFT i HOOP YPICAL AROUND ALL PIPE PENETRATIONS) SECTION 36- SRR E.W., TYP. %2" PVA LINED MANHOLE DETAIL STA. 10-11.92 SCALE.- 112 "=1 '— 0" NOTE: SPECIFIC NOTES AS INDICATED ON THE PLANS OR IN THE SPECIAL PROViSION5 SHALL GOVERN OVER THESE GENERAL NOTES. FURNISH & INSTALL PNEUMATIC PIG TO CLOSE FUTURE WET WELL INTAKE. PROVIDE TUBE AND SCHRADER VALVE AT TOP OF MANHOLE FOR PRESSURE CHECK AND REFILL. PROVIDE PULL ROPE AT TOP OF MANHOLE. GENERAL NOTES: ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE SPECIFICATIONS ENTITLED 'STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION', CURRENT EDITION. ING IN TCI' OF PIPE ATCH MANHOLE SHAFT i HOOP YPICAL AROUND ALL PIPE PENETRATIONS) SECTION 36- SRR E.W., TYP. %2" PVA LINED MANHOLE DETAIL STA. 10-11.92 SCALE.- 112 "=1 '— 0" NOTE: SPECIFIC NOTES AS INDICATED ON THE PLANS OR IN THE SPECIAL PROViSION5 SHALL GOVERN OVER THESE GENERAL NOTES. IIIIIIIIII CITY Of BAKERSF'IELD E � -� .MUNICIPAL FARM No. 3 g � f mal ; 00 OF PIPE X_r�l kali f - t STA. 68+04.06, C.L. 157.27 LT P7 ' s..i i FUTURE UliLB t ( t { ti NOTE. t �� t ,. END OF PIPE TO BE t t ! WET WALL " WITH BRICK AND MORTAR. E 5•00, VALVE VAULT SEE DETAIL BELOW. D.I. 24' FLGxFLG t SEWER FORCE MAIN ► # E i ! STA. 67+87.16, C.L. 131.31 LT = 4 t t ! 24 x24 x20 D.I. LATERAL ®F t t ! c, N1 STA. 15+88.76, DISCHARGE g t t W/ THRUST BLOCK PER ' C.O.B. STD. Wi�2 ELEV. 342.98 INV 24' W I I ELEV. 341.98 INV 36' E (EXIST,) f °®: I ELEV. 351.0 T.O.M. # # t •. 16+00 t t EXISTING 36' VCP SEWERr > I24' D.I. i I ' BUND FLANGE # f REMOVE EXISTING PLUG & # j CONNECT TO EXISTING 36' SEWER II # I V 20- EVC SEE PRESSURE DISCHARGE MANHOLE 317.69 INV 36' VCP SEWER CONNECTION DETAIL ON SHEET 4. # N45 W*E 2.00' ae 20' D.I. (FLG. x P.E.) I SEWER FORCE MAIN I LIMIT OF CtNNSTRUCTION/AGG. BASE 20' 'DRESSER' COUPLING STYLE 711, OR APPROVED EQUAL I # # EXIST R/ W I N45'OO'E 57.85' I EXISTING LANDSCAPED BERML I 20' C905 PVC DR18 w 1.3 # # # I SEWER FORCE MAIN O N �' `n? 4 i i p CITY DP BAKERSFI,ELD ,MUNICIPAL FARM N®. 3 k EXIST WROUGHT I IRM FENCE oGRADE BREAK CD t t 1 SEWER MANHOLE NO. 1 NOTE: 20' 45 ELL• I PLACE 4' OF CLASS 2 ' 36' SEAR TO NORTH TO BE PLUGGEDAT MANHOLEi t I W/ THRUST BLOCK I AGGREGATE BASE OVER STA. 67+24.09, C.L. 139.09LT.= 2 SEE MANHOLE DETAIL ON MEET 2. { PER C.O.B. STD. W-2 SITE, COMPACT TO 95% OF STA. 10+11.92, t MAX. RELATIVE DENSITY ELEV. 31&48 INV 36' E N 8,69 . • �' ELEV. 318.36 INV 36' N # # I 20" C905 PVC DR18# # I ELEV. 31&36 INV 24 W SEWER FORCE MAIN 15 LF 6" SCH 40 PVC FOUL ELEV. 351.0 T.O.M.OM8'X8' 7" THICK P.C.C. P.C.C. UFT ODOR DISCHARGE PIPING ODOR CONTROL UNIT PAD, # # t 20 RESTRAINED FLANGE COUPLING STATION DECK 7.94' 8' SEE DETAIL ON SHEET 13. i J ADAPTER, OR APPROVED EQUAL I t I I # STA. 67+24.09, C.L. 151.01LT.= S89 34'16'E 4.92' I -Lm STA. 10+00.00, SEW24VCP COPEACEMAKER 2M QMJRQL UNI STA. 67+31.64, C.L. 133.4&T. t STA. 67+31.58, C.L. 183.13 LT- I: IOR CONTROL UNIT i PEACEMAKER CONVERTING SCRUBBER MOXDEL- t E STA. 15+07.71, DISCHARGE � � VALVE VAULT' 1 # # ! 5X5 VBW-6 FAN ! t # TM' EXISTING 36' VCP # i s 11 0"IF MICT 011 Ifl 11rwmr1f%T TA /� 0 O 350.9 CONSTRUCTION) / i I •� G ,,------- G -------/ G G O INCOMING CONDUITS PER PG&E'lo, ff 1 /�•� � r�� � q "7/ f 1 ------------,�__---------- FURNISH &INSTALL HOSE BIB. FURNISH & INSTALL CONCRETE PAD & BOLLARD USE PRESSURE TREATED 4X4 PROTECTION FOR PAD MOUNT TRANSFORMER PER PG&E POST FOR SUPPORT. ® ° EXIST TOE __ SPECIFICATIONS. SEE ELECTRICAL CONSTRUCTION SKETCH �� r° I D Et FOR PAD SIZE & BOLLARD LAYOUT/DETAILS. / r at / r / a EXISTING LANDSCAPED BERM INSTALL 124 LF OF 1WATER -------- ------ __—_—_--__--_--__—___--_____--_—_____—_______—_________—____—__ ____— _-- ------------ / / / / / I / I / / o I ____________________________________________________________________________.....___—__--____---__— --___ _ ______ �— f METER & VALVE BOX TO BE CHRISTY B-12 BOX WITH #S20 COVER OR X X X X X X X X X X X X X X BROOKS PRODUCTS NO. 37. I f FURNISH & INSTALL RP BACKFLOW i DEVICE. FIEBCO MODEL 825Y, OR APPROVED EQUAL. t NOTE: CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL EXISTING IMPROVEMENTS, UTILITIES AND FACILITIES THAT ARE REMOVED OR DAMAGED DUE TO THE CONTRACTOR'S ACTIVITIES, INCLUDING BUT NOT LIMITED TO FENCING, IRRIGATION FACILITIES, PUBLIC UTILITIES, STREET IMPROVEMENTS, ROADWAYS & DRIVEWAYS (REGARDLESS OF EXISTING SURFACING TYPE), DRAINAGE FACILITIES, LANDSCAPING, POSTAL FACILITIES, SIGNS, MARKERS, ETC. WHETHER PUBLIC OR PRIVATE. CONTRACTOR SHALL MAINTAIN DIRT ROAD. McCUTCHEN ROAD in III r7emr=# 3 STA. 67+87.15, C.L. 25.48LT STA. 16+94.59, DISCHARGE ELEV. 340.68 INV 36' W EXIST ELEV. 340.58 INV 36' N EXIST. ELEV. 346.50 INV 6' FORCE MAIN EXIST EXISTING OVERHEAD ELECTRIC GOES UNDERGROUND EXISTING CURB, GUTTER & SIDEWALK It I atA. O/tL4.UO, V.0 1t3.ifW.= ' STA. 67+24.09, C.L. 133.54LT.= ! s Q OF WMF.LL AI C.L. QE 18: DISWARGE 318.58 INV 36' W (EXIST.) S89f34'16"E 2.55' STA. 10+17.47, SEWER t t STA. 67+23.86, C.L. 183.08 LT.- t 9.88' 3 36' VCP 1318.48 INV 36- E (EXIST.) FINISH STA. 15+00.00, DISCHARGE I .° 1318.48 INV 36 W 1� 10.00' �1 t # t CONCRETE THRUST CONTROL PANEL SLAB, SEE MEET 15-/11 50 T PERMANENT 125 kW, 480v, 60Hz CUMMINS NATURAL GAS GENERATOR ON BLOC PER C.Q.B. IGENERATOR CONTROL PANEL SHELTER,III 1 CONCRETE PAD. GENERATOR PROVIDED AS PART OF ROMTEC PACKAGE. STD. W-2 (TYP.) I SEE MEET 15T 6Q 4000 PSI CONCRETE SLAB ON GRADESECTION 25.90' t i # EXIST. TOE OF ! #6 AT 12' DETAIL "A" L55-10 SL t 01- t Q CONCRETE PAD, SEE INSTALL 1/2'0 THREADED RCS?, ASTM F593, W/ 4' CONFIRM CONDUIT STUB—UP DATIONS ®s .. w DETAIL ON THIS SHEET t t Q 60.00' EPDXY ANCHORING SYSTEM, INSTALL ANCHOR AT EACH PRIOR TO CONSTRUCTION ; . • • {' MOUNTING HOLE PROVIDED IN EQUIPMENT CONFIRM CD INCOMING CONDUITS PROPOSED LIGHT STANDARD MOUNTING DATION WITH GENERATOR SKID SHOP r- PER PG&E GREE BXSPRA03MC—US 42 WATT LED STREET fel f t -HO . i• i . ` .+ • ti. ':r 4 j LIGHT HORIZONTAL TENON MOUNT TYPE 3A 351.15 t 00 10'-0" 5700K ON 12' POLE, OR APPROVED EQUAL ® INSTALL 100 LF 2" GAS CONNECT TO N O Q , rr (CONFIRM SIZE WITH PG&Ei EXISTING 8' GAS FJI l� 0 °® DRAWINGS PRIOR TO S /� 0 O 350.9 CONSTRUCTION) / i I •� G ,,------- G -------/ G G O INCOMING CONDUITS PER PG&E'lo, ff 1 /�•� � r�� � q "7/ f 1 ------------,�__---------- FURNISH &INSTALL HOSE BIB. FURNISH & INSTALL CONCRETE PAD & BOLLARD USE PRESSURE TREATED 4X4 PROTECTION FOR PAD MOUNT TRANSFORMER PER PG&E POST FOR SUPPORT. ® ° EXIST TOE __ SPECIFICATIONS. SEE ELECTRICAL CONSTRUCTION SKETCH �� r° I D Et FOR PAD SIZE & BOLLARD LAYOUT/DETAILS. / r at / r / a EXISTING LANDSCAPED BERM INSTALL 124 LF OF 1WATER -------- ------ __—_—_--__--_--__—___--_____--_—_____—_______—_________—____—__ ____— _-- ------------ / / / / / I / I / / o I ____________________________________________________________________________.....___—__--____---__— --___ _ ______ �— f METER & VALVE BOX TO BE CHRISTY B-12 BOX WITH #S20 COVER OR X X X X X X X X X X X X X X BROOKS PRODUCTS NO. 37. I f FURNISH & INSTALL RP BACKFLOW i DEVICE. FIEBCO MODEL 825Y, OR APPROVED EQUAL. t NOTE: CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL EXISTING IMPROVEMENTS, UTILITIES AND FACILITIES THAT ARE REMOVED OR DAMAGED DUE TO THE CONTRACTOR'S ACTIVITIES, INCLUDING BUT NOT LIMITED TO FENCING, IRRIGATION FACILITIES, PUBLIC UTILITIES, STREET IMPROVEMENTS, ROADWAYS & DRIVEWAYS (REGARDLESS OF EXISTING SURFACING TYPE), DRAINAGE FACILITIES, LANDSCAPING, POSTAL FACILITIES, SIGNS, MARKERS, ETC. WHETHER PUBLIC OR PRIVATE. CONTRACTOR SHALL MAINTAIN DIRT ROAD. McCUTCHEN ROAD in III r7emr=# 3 STA. 67+87.15, C.L. 25.48LT STA. 16+94.59, DISCHARGE ELEV. 340.68 INV 36' W EXIST ELEV. 340.58 INV 36' N EXIST. ELEV. 346.50 INV 6' FORCE MAIN EXIST EXISTING OVERHEAD ELECTRIC GOES UNDERGROUND EXISTING CURB, GUTTER & SIDEWALK It I atA. O/tL4.UO, V.0 1t3.ifW.= ' STA. 11+32.20, SEWER +c9 6 318.68 INV 36' S (EXIST.) 318.58 INV 36' W (EXIST.) cn o CV 6" MIN. 3 I . I 3 S I— 1- WATER POINT OF CON HOT TAP EXISTING 16' WATER FD. C.O.B. CONC. MON. %/B.C. IN ,----L•H. MKD. REP. 5-9-91, 10' DEEP FOR N.W. COR. SEC. 34, 30/27 INTERSECTION STA. 88+97.94, ASHE ROAD PIPE SHALL BE GALVANIZED AND WRAPPED 12" x 20" U11L.iTY BOX i "CHRISTY" MODEL B12 r» W/MODEL B 12 S UD co OR APPROVED EQUAL.- i ° I i oar i i ! • v z �o m w q- J 1 1 EXISTING 36" VCP SEWER STUBBED & PLUGGED FOR FUTURE s ml, Q SPIGOT (ORIENT AS SHOWN ON PLAN VIEW) BACKFLOW y • r r r r "FEBC •MODEL REDWOODOR APPROVED EQUAL. POST `--- INSTALL PIPE FROM METER 1, WATER VALVE HATER SERV14M DETAM NO SCALE 12 FOOT POLE ,,--POLE BASE COVER PLATE 1 18 BARE CU TO GND. LUG. I V MIN. NON—SHRINK rim CHAMFER (TYP.) CONC. PEDESTAL/MED. SANDBLAST FINISH �-- PROVIDE (3) #3 TIES WITHIN 6' OF TOP OF FOOTING ® FINISH GRADE (4) )f DIA. X 18' LONG BOLTS VERIFY WITH MANUFACTURER T 441 • a a 4 4 A Oa a � 4 A #3 TIES 016' O.C. e . a as a 4 a #5 VERTICAL TIES (4) REQ'D. a 2000 P.S.I. CONC. 0 28 DAYS o•.$•e n n n 2'-0" bA Eff 0 W, 1. 16' MIN I 1' MORTAR FACE PLUG s im I atA. O/tL4.UO, V.0 1t3.ifW.= STA. 11+32.20, SEWER 'A" 318.68 INV 36' S (EXIST.) 318.58 INV 36' W (EXIST.) o CV 6" MIN. 3 � FINISH ALL SIDES GROUND ... N j jt Ut w O •,, . I 3 S I— 1- WATER POINT OF CON HOT TAP EXISTING 16' WATER FD. C.O.B. CONC. MON. %/B.C. IN ,----L•H. MKD. REP. 5-9-91, 10' DEEP FOR N.W. COR. SEC. 34, 30/27 INTERSECTION STA. 88+97.94, ASHE ROAD PIPE SHALL BE GALVANIZED AND WRAPPED 12" x 20" U11L.iTY BOX i "CHRISTY" MODEL B12 r» W/MODEL B 12 S UD co OR APPROVED EQUAL.- i ° I i oar i i ! • v z �o m w q- J 1 1 EXISTING 36" VCP SEWER STUBBED & PLUGGED FOR FUTURE s ml, Q SPIGOT (ORIENT AS SHOWN ON PLAN VIEW) BACKFLOW y • r r r r "FEBC •MODEL REDWOODOR APPROVED EQUAL. POST `--- INSTALL PIPE FROM METER 1, WATER VALVE HATER SERV14M DETAM NO SCALE 12 FOOT POLE ,,--POLE BASE COVER PLATE 1 18 BARE CU TO GND. LUG. I V MIN. NON—SHRINK rim CHAMFER (TYP.) CONC. PEDESTAL/MED. SANDBLAST FINISH �-- PROVIDE (3) #3 TIES WITHIN 6' OF TOP OF FOOTING ® FINISH GRADE (4) )f DIA. X 18' LONG BOLTS VERIFY WITH MANUFACTURER T 441 • a a 4 4 A Oa a � 4 A #3 TIES 016' O.C. e . a as a 4 a #5 VERTICAL TIES (4) REQ'D. a 2000 P.S.I. CONC. 0 28 DAYS o•.$•e n n n 2'-0" bA Eff 0 W, 1. 16' MIN I 1' MORTAR FACE PLUG s im i PLAhI I GEk4F1tkTC?R PAD D]ET ■ w NO SCALE f Ni en o ZI . K.C.S. 2' B.C. DOWN 24' FOR W. 1/4 COR. SEC. 34, 30/27 PER R/S BK. 15, PG. 178 _____—McKEE ROAD CL INTERSECTION STA. 62+60.09, ASHE ROAD • w I ow. Call before t' dig-, SEE DETAIL 'A" o CV 6" MIN. FINISH ALL SIDES GROUND ... + i, •04 ••• • • e . . t l� � O •,, 1 3" MIN 4000 PSI CONCRETE SLAB ON GRADESECTION „�' #6 AT 12' DETAIL "A" 7' THICK W/ #6 AT 12' EACH WAY EACH WAY ., f • .. .• •• 4 .•: .a•• •a• •F• •yy •,t• M' a ... °`" ' '• ' ' w; "' NOTE :• �, INSTALL 1/2'0 THREADED RCS?, ASTM F593, W/ 4' CONFIRM CONDUIT STUB—UP DATIONS ®s .. MIN. EMBED INTO SLAB USING HILTI HIT—RE 500—SD WITH GENERATOR SKID SHOP DRAWING ;o EPDXY ANCHORING SYSTEM, INSTALL ANCHOR AT EACH PRIOR TO CONSTRUCTION ; . • • {' MOUNTING HOLE PROVIDED IN EQUIPMENT CONFIRM _'.; .:.0 ' : ' = •.. `• "°.• "' .+.: .' • • MOUNTING DATION WITH GENERATOR SKID SHOP 4 •"' ' .`' :" •'f a'' '' • 's • • • = •a •:• � DRAWING PRIOR TO CONSTRUCTION. . i• i . ` .+ • ti. ':r 4 j 10'-0" i PLAhI I GEk4F1tkTC?R PAD D]ET ■ w NO SCALE f Ni en o ZI . K.C.S. 2' B.C. DOWN 24' FOR W. 1/4 COR. SEC. 34, 30/27 PER R/S BK. 15, PG. 178 _____—McKEE ROAD CL INTERSECTION STA. 62+60.09, ASHE ROAD • w I ow. Call before t' dig-, �IIIIIIIII 354 .............................................................................................................................. 354 R/W APPROX. EAST. GROUND ALONG SEWER CENTERLINE . . . . . . . . . . . . . . . . . . . . . . . . . .:.... . . . ......................... . . .... .. . . . . . . . ......................................3521& \ 352 CZ0 350 ........... ................ .. ..... ... ..... ... ............................................. 350 348 .............. ... ..... ... ............. ................................... ........... ........................................ 348 346 .............. ... ..... ... .. ............................................................................................ 346 344 ............. ... ..... ... ...................................................................... ... ............................... 344 7 Y&A Y&LI &M ELEV.=W.02 342 ........................ .. ..................................................................... .................................. 342 340 ........................ .................................................................................................. 340 338 ........................ .. ...................................................................................................... 338 ........................ ................... 336 :............:............:336 • 334 ................... ......... .... ............ ............ :............:............:334 332 .................... 330 .................... 328 ..................... 326 ..................... 324 ..................... 322 ..................... 320 :.................... 318 ..................... CONSTRUCT 7.92 LF 2e SEWER 0 -13.6 332 330 328 ... .. ...................................................................................................... 326 .. ........................................................................................ ............ 324 NOTE - CONTRACTOR TO VERIFY LOCATION & • INVERT OF EXISTING 36' SEWER BEFORE CONSTRUCTION AND N01IFY ENGINEER OF ANY DISCREPANCIES. ... .. ................................................. ..................... .............................. 322 ... .. .. . .............................................................. ..................... ............ 320 CONSTRUCT 2.55 LF OF 36" SEWER 0 -0.08% REMOVE EXIST. PLUG & . . . . . . . . . . . . . .. •CONNEGT- TO - EXIST 36"- SEWER ........ .............................. ................................... 318 STA. 10+17.47, C.L. INVERT EXISTING 36' VCP SEWER 0 -0.08% INVERT EAS11NG 36" VCP SEWER 0 -0.08% OF ELEV. 318.48 INV. EXIST. 36" E 4% ELEV. 318.48 INV. 36` W EXISTING SEWER MANHOLE END OF PIPE STA. 11+32.20,*C.L ELEV. 318.68 INV. EXIST. 36' S STA. 10+14.92, ELEV. 318.48' ELEV. 318.58 INV. EXIST. 36" W 316 ............ ........... .... .... END OF PIPE ve. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . 316 STA. 10+08.92, ELEV. 318.,10f END OF PIPE STA. 10+04.00, ELEV.*317.28' 314 ........................ .. .................................... ................................................................. 314 304 ......................... . ...................................................................................................... 304 303 . . . . . . . . . . . . ... . . . . . . . . . . . . C.L. WET WELL & UFT- STATIN STA.* 1D+00:00, * ELEV. * 303.*50 # ....................................................................................... 303 9+50 10+00 KX� -PROFILE - INCOMING SEWER 11+00 12+00 �A SCALE: 1 "=20' HORIZ 1 a =2' VERT 354 ................................................................................................................................................ 354 R/W 352 350 348 346 344 ;ROUND NTERLINE ........................ ........ ...... ............................................... 352 6 3w T.O.M. 5o .. ... ... ................ 350 ........................... ....................... ................................................................. 348 ..•................................................................. .................... 346 APPROX. 'INVERT EXIST C SEWER ..........................------------------ ........................................ 344 . .............. NOTE: . CONTRACTOR TO VERIFY LOCATION & INVERT OF EXISTING 36" SEWER BEFORE CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ................................................................................... 342 CONSTRUCT 72.541F OF 20 0905 PVC DR19 FbR9 MAIN INVERT EAST. 36 VCP SEWER 0 1.23% 340 ........................ ............................................................ ........... 340 EXISTING SEWER MANHOLE PRESSURE. DISCHARGE MANHOLE STA. 16+94.27, C.L. 60" PVC LINED MANHOLE NO. 2 /*E ELEV. 340.68 INV. EXIST. 36* W STA. 15+$8.44, C.L. `a) ELEV. 340-58 INV. EXIST. 36' N ELEV. 342.98 INV. 2e D.I. W ELEV. 341'.98 INV. EXIST. 36- E 338 ................................................................................................................................................ 338 14+75 15+00 16+00 17+00 17+50 ,Jft PROH LE - 20" DISCHAR K-11 GE , F,,�'SCALE_ 1-=20' HORIZ VERT 352 ................................................................. 352 co APPROX. EXIST. GROUND ALONG SEWER CENTERLINE 3 .10 T CORED CONCRETE WALL (OPENING TO PROVIDE A 350 ......... ..................................................... 350 MIN. 11/2" CLEAR) NON—SHRINK GROUT "FERNCO" WATERSTOP OR APPROVED EQUAL V) z 0 348 . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . 348 346 ............................................. .................... 346 PIPE THRU WALL a. SECTION . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . 344 344 wALL wATER sTop DLzmm KOD ELEV. 343.68 NO SCALE 342 .................................................................. 342 324 . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . 324 STAINLESS STEEL BAND FURNISH & INSTALL PNEUMATIC PIG TO *FERNCO* WATER STOP, CLOSE FUTURE WET WELL INTAKE. OR APPROVED EQUAL_�)- q-.. PROVIDE TUBE AND SCHRADER VALVE AT TOP OF MANHOLE FOR PRESSURE CHECK AND LL PROVIDE PULL NON -SHRINK GROUT INVERT CHANNEL TO BE REFI ROPE AT TOP OF MANHOLE., FORMED WITH CONCRETE 322 .. ..................... . ................ 322 .... LIJ INSTALL BRICK & MORTAR FLOV� j PLUG AT END OF PIPE ..... . .. FLOW PER DETAIL ON SHEET 3. INCOMING FORCE MAIN 320 ............ ....................... ............. . ........ 320 CORED CONCRETE WALL, :- 4 CL PROVIDE 1.5* MIN. CLEAR OPENING EXISTING 36" SEWER WL4 0 X z SE•CTION UJ 318 ............ ......................... ........... .... 318 CL CONSTRUCT 82 LF OF 36" SEWER 0 1.28% I SHELF SLOPE 1 PER 1' W 3 z TOWARDS INVERT CHANNEL C4 . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ... . >: 316 . . . . - z -j;5.,>:;g. . . 316 U71 nE z of M n rA. >: <W 06 06 06 + v- INCOMING FORCE MAIN EXISTING 36" SEWER >; >; -is J1 Oil �i �j UA INVERT CHANNEL W8 cn ........................................... . ..... 314 - - a- w w uj.... 314 ff: 0 9+75 C+> 10+00 11+00 tzl� PLAN Know what's below, ra Idak Uall before you dig. SCALE: 1"=20' HORIZ 1`_2' VERT V M 03 Iz1Iz1:c4Wvc0) b" NO SCALE i' f 10' A "A 111 a vil ♦ 'i� i 1 `• 1 i go &I s�l�rl Will 1170114411 r"! • i. r 11 i ! A ,: ,r i' A ;A - - - q r i 1 I • i' � i • ''i r, • i ' •' r Zia i Y WELL FLOM ELEVATION: 303.50 WET WELL BARREL : 1 IF • . 1 4 , � it � r r� • r, •r ► rr • rnilr • • A , r r .; •• r r i � A . • • . • r (18)20.5 43.50 23.25 24 22 16 r21. 200 20.716 C2 2 18 20.5 SECTIO B -B P.C.C. LIFT STATIN DECK Ire , All, OKA 10 �o 15 2 10 15 m • i ,I owes f .1 r STYLE "AHS2" HEAVY DUTY ALUMINUM SAFE HATCH AS MANUFACTURED BY EL (ROUP, INC. 23.25 SUCTION VENT 7.2 C713 0 • 0 'PAPE MIMI' � r �'►. v IN ' �I i rw wi i t i I i 101i . ;: A N : :• t• c s r • ! :liiili It :A A: • r • � A 1:01zifforTA19TAT111119"MI Ewell : I al :'kIF r r ! •. 1 •• •.ILI ' • :" � �`IYlrt A A ! man occiumm '� ,�1, ! • A, ► • A A • r ► r ♦ 'i� i 1 `• 1 i go &I s�l�rl Will 1170114411 r"! • i. r 11 i ! A ,: ,r i' A ;A - - - q r i 1 I • i' � i • ''i r, • i ' •' r Zia i Y WELL FLOM ELEVATION: 303.50 WET WELL BARREL : 1 IF • . 1 4 , � it � r r� • r, •r ► rr • rnilr • • A , r r .; •• r r i � A . • • . • r (18)20.5 43.50 23.25 24 22 16 r21. 200 20.716 C2 2 18 20.5 SECTIO B -B P.C.C. LIFT STATIN DECK Ire , All, OKA 10 �o 15 2 10 15 m • i ,I owes f .1 r STYLE "AHS2" HEAVY DUTY ALUMINUM SAFE HATCH AS MANUFACTURED BY EL (ROUP, INC. 23.25 SUCTION VENT 7.2 C713 0 • 0 'PAPE MIMI' � r �'►. v IN ' �I i rw wi gi; A 1111 20 A # ! i . • .. r C ' i ' . i l 1► :. � r • r'' s i • i i • i r A Z A r, r TOP OF PREROSTAL BASIN ELEV.: 306.42' -WET WELL FLOOR ELEV.: 303.50' 12.00 SEE BASE DETAIL k ---L096.00 INSIDE ON THIS MEET —0 142.00 MASE i t i I i 101i . ;: A N : :• t• c s r • ! :liiili It :A A: 1i ,•' 'A _ : :'kIF r r ! •. 1 •• •.ILI ' • :" � �`IYlrt A A ! man occiumm '� ,�1, ! • r r A A • r ► r r 111111111111133mi3m i i •' ' ' A 111 II, �' :• : M' • :raimmiTiTilror., !• ! Plowi' r r r r r r • r 1 • r r r, i . molovilicams lizil! kim!"i '' i•i!i!i Lei Us a gi; A 1111 20 A # ! i . • .. r C ' i ' . i l 1► :. � r • r'' s i • i i • i r A Z A r, r TOP OF PREROSTAL BASIN ELEV.: 306.42' -WET WELL FLOOR ELEV.: 303.50' 12.00 SEE BASE DETAIL k ---L096.00 INSIDE ON THIS MEET —0 142.00 MASE 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)--496-9678 FAX (541)-496--0804 WWW.romtecutilities.com ! :liiili It :A A: OEM=' 1 ' 1:iiii ' • :" � r 111111111111133mi3m rumni:!• �' :• : M' • :raimmiTiTilror., Plowi' i :• • ' ' M 39 9M molovilicams lizil! kim!"i '' i•i!i!i A mmlmmo ���,� ' is i `i %''' : � . , • i Me • , •'�: 311111111!iiii ! M ' '• ffmrm !' @IIIIIIIII :'rlrPFJjXS 1:11 �C . • �: : �" • ' 1 !i 10' 1'1 Im I" *Ali@: • j1111111 11111111pq 11111 1i �i� • i' A rr • ��r fir, IFt rr r ® i `!'•�•�•! fir, � ,r r r It, "stsjimffos_mpa�� • : • .i rr •1'1il r r r.l • • �• r JIM• • ! rii� • r A • • ' A of • �.,• r��� r i • M s • man= ��.'✓ � iiiii��i'" ' ����liiili ■A 0 - of Me# : i El, Am 1 s # �� A � �! A it a, , r • r 16' 1 Uffi Kill] 01111 OEM MITI M116110tol mfj:j iA • . 1 �t� r M i • • mm ff M611111 ® i:��I����Il��li�ii� ' i i • � A ' �,••••!•! �., •. ! . r! lip] 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)--496-9678 FAX (541)-496--0804 WWW.romtecutilities.com @IIIIIIIII 810 14" PIPING AND VALVES SECTION SCALE1 VALVE VAULT BASE , [. U LEVEL TO RECEIVE UNIFORM LOADING EXISTING SOIL TO BE FROM WET WELL BASE COMPACTED TO 95% OF MAXIMUM RELATIVE BASE DETAIL PROVIDED BY THE CONTRACTOR,DOUBLE WRAPPED WITH 10 MIL POLYETHYLENESEEMED WITH APPROVED PIPE WRAP TAPE. THIS IS 0 rLEAR HATCH OPENING 7311 X 85" #5S 0 6- D.C. EACH Wl ► iv: .: lllmsg� F.Al011, •:11 4 • DISCHARGE C.L. ELEVATION: 346.33' Z • ago• L1191 la I � • ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE INDURON CERAMAWRAP COATED AND PROTE 0 401 LINED MANUAL AIR RELEASE ISO RING W/ GAUGE DETAIL SCALE I / 10 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW. romtecutilities.com �u 0 STOCK DESCRIPTION LIFTING- CLUTCH - 4 TON 20-CB810200 BASE - VV 810 - CONCRETE t'AIN - SLAM LOCK! PAD LOCK iiil:' BRACKET ili ALVE KEY - SPECIAL i25-LD070000 LADDER ASSEMBLY .!. `• PIPE STAND - 14in FLANGE ® 125-PS140SAD ,PIPE STAND - 14in SADDLE 25-PS14BASE PIPE STAND - BASE - 14in & GREATER DRAIN - VALVE VAULT i` [70-P i i i r ... r r PVC SCH402in DIA 6-EL029040 ELBOW • .! P.iC!!� rIPE - 304SS SCH40 l ' • '! rP'!!',!• • i i tri! ` ! 02 ! r ` NIPPLE 30' A x 10in 41-BV02SRS4 BALL VALVE '1lri CHECK VALVE - LEVER & WEIGHT - 14in - VALMATIC AiACCESSORY .1 I it r r �_44-ADMRMDO IL 'FCA ' '• A FBEC SS HARDWARE ® 44-RGMOSTR AETAINER GLAND - 14in 'L1 ` i ' �I�SLEEVE DI SHORTIC/P401 =�*-TS140200TAPPING . r j •'i i '•! M ''i M�=1151-SEOIOISL SEALANT - lin x l.in 7 14.5ft/ROLL CS -202 �j 159-0201400 KOR-N-SEAL - 20in CORE x 14in PIPE 8 .e3 i!!: rr !GAUGE - PIT BACK •! 'iiii •14in Z • ago• L1191 la I � • ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE INDURON CERAMAWRAP COATED AND PROTE 0 401 LINED MANUAL AIR RELEASE ISO RING W/ GAUGE DETAIL SCALE I / 10 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW. romtecutilities.com IIIIIIIIII C.L. ELEV.: '' n n' SEE FORCE MAIN MANIFOLD COMPONENT •' DETAILS (SEE SHEET 8) PLAN SCALE 24" INLET INVERT ELEV.: 317.28' EE SHEET 3) 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)--496-9678 FAX (541)-496--0804 WWW.romtecutilities.com �IIIIIIIII �--52.94 48.00 ii 11, 11 FAL"Wilm M, 11111111111 111! a ALL BURIED AR 9 TO BE DOUBLE WRAPPED WITH 1 MIL POLYETHYLENE SHEET SEEMED WITH APPROVED PIPE WRAP TAPE. THIS IS PROVIDED BY CONTRACTOR. ,ir D , r ism tolcm=;i DESCRIPTION I'©'©48 '! fiC ',,REDUCER DI 20inf CONCENTRIC , i "i r , i i ! O PIPE ! DIA - EC/P40 =4l-PV180GD0 .' ' f GEARED Or NUT 141-VBOOOBAS VALVE BOX -BASE ®'BiliLID VALVE :! 4 :111 •r BOX Or .��.. , ! !i 1 . • �� ' Jii� • f ! 11 POOL !I - 18in DIA x f '' 1 ==[46� ==A8-FL1800DO —,:FLANGE ! i BLIND '41 =:49-GS140000 �.l1iLL'i , 18in a 1 r1 r'Itillr , PIPr !r 6in DIA i FORCE MAIN MANIFOLD COMPONENTS AS SHOWN ON THIS DRAWING ARE SUPPLIED PART r ROMTEC PACKAGE. ITEMS ARE i BE PROVIDED ANi INSTALLED BY THE CONTRACTOR. K`klz�vl UTILITIES 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com �IIIIIIIII It ■ VIEW H -H � ! E 1 (ill = 2011) 9Al--`!' 1A1f—e e n o HATCH • . _. - s +� CONCRETE INTERIOR BASE COATING: TNEMEC 434/435 PERMA-SHIELD b1p- after the basin and grout are ♦ • ♦ 1 a 1 It iSASE WALLHAVE AMERON rte+ i 1 A /P— r' 1 A /e—! 1 ISOMETRIC VIEW PUMP/BASE DETAIL SCALE 1 / 1 (i if = 2011) GALE 1 / 20 (ill = 11 48.00 -T- 4.00 if s E CONCRETEPRIOR TO SETTING THE BASE IN THE C.L. WET WELL-\\ 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com @IIIIIIIII i � ■ i A is : �'► '' w MVI -9 U T 1 L 1 T t E S 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)---496-9678 FAX (541)-496-0804 WWW.romtecutilities.com @IIIIIIIII 0 s 7134 TB3 L��a.i�l�E\� M ria , ■ • • • ill 11 k r r • r r r •• s :f • u c ea 0 GO O4 "P O UO ® � � �Ip SPSA3650 at CB4 CB2 1�1 TRANSFER M PHASE GENERATOR ■ / PERMANENT, 125 kW, 480Y/277V, 60Hz �T ii 12.00 �rrrr �rarr �� arw� rrwnr =��-■—rte u�i wc� BACK QRC)FESS/PLATE L pj � VIEW E: 19431 Mc ''CC CA i EXPIRES 3/31/2019 • • • ESS/Of E. 19431 I ln�_j _TR\(4 CF CAL` ' EXPIRES 3/31/2019 i 0 11 601010 V T0 01 CL L THE ENCLOSURE SHOWN REPRESENTS THE INTENT OF THE DESIGN. OFTEN THE ENCLOSURE SIZE AND LAYOUT MUST CHANGE TO ACCOMMODATE THE REQUIRED COMPONENTS AND FINAL DESIGN. PLEASE CONTACT ROMTEC UTILITIES TO OBTAIN ACTUAL AS—BUILT DRAWINGS BEFORE INSTALLATION. MIRE DUCT; 1.5x3 ATTACH KrRINWAXY SAFE LABEL W 17 ATTACH WARNING LABEL W 18 PUMP DISCONNECT PANEL NO SCALE Y NOTE: THE ONE -LINE DRAWINGS ND IN THE UNDERSTANDING AND INSTALLATION OF THE CONTROL SYSTEM. UTILITY TRANSFORMER COMPLETE FIELD WIRING AND INSTALLATION INSTRUCTIONS ARE NOT INCLUDED HERE. THE (Y Y 1 480Y/277V/ 3PH SERVICE CORRECT INSTALLATION AND CONFORMANCE TO ALL APPLICABLE CODES IS THE RESPONSIBILITY Y � OF THE INSTALLER. I GROUNDING ELECTRODE AUTOMATIC TRANSFER SWITCH 400 AMP, 3 PHASE GENERATOR CUMMINS / PERMANENT, 125 kW, 480Y/277V, 60Hz � �►Ze� LOB m0 =01341 i sy, •s n i •r � rr � '� r� i ��r! r r• aria • r� •r • * � % •� r • rHIS r l • r r • • r Q GENERATOR CUMMINS/PERMANENT NATURAL GAS GROUNDING ELECTRODE BATTERY AND CONTROL. �W� ME MINI—POWER CENTER 0400A SERVICE (BY OTHERS) _ _ I- ! I 14KAIC I ! I 20A C—H I ! EHD2020 I ( I 480-120/2401 I I P48G11 S05P I I I d.J I ! I I P NL LP1 I I I I I I I ( } I I I ! I I LOGIC BATTERY CHARGER AND CONTROL t — BI— ATT 1 — — — — -- — --o-SHEET 2-01 ! ( I ! I I p�oFESS/ E. 19431 �c n 0A --------------------------�-SHEET 2-02 .�.LP1 CALF EXPIRES 3/31/2019 18240 NORTH BANK ROAD ROSEBURG, OR 97470 {541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com pRaFESS/p E. 19431 501 �r CALF EXPIRES 3/31/2019 • t t IIIIIIIIII cli Q n 0 (D U AUTO DIALER SIGNALS PF�L 1 P L2 M P F�R PFA1L HLVL RL I � MXN PUMP PUMP — BREAKER LIGHT 250A 1 2 �--- BLOWER SHEEP 1-01 WE ND 1 15A/3P j 1A/3P 1 100A/3P ��3P1 MCP } 6A/2P 1� PANEL 5A/3P MCP 1 / RECEP ND VNR SS n4OHP CPT F TVSS asE AC } AC I 40 HP 1.5KVA 3/4 HP 480/12 UPS AUTO DIALER PRIMARY BACK-UP COMMUNICATION CONTROLLER CONTROL 400A 0 DEVICE LC150 FLOATS REVERSE GENERATOR SERVICE BREAKER 1p RECEPTACLE _ 175A 1 SHEET 1-020-----_^_--I T Pump DISCONNECT PANEL INTRUSION SWITCH a PRIMARY LEVEL CONTROL 54.2FLA' 54.2FLA WET WELL ISB A TAG START HTR ISB 1 2 ISB 3 54.2FLA' 54.2FLA WET WELL LOW LVL ALAN 1�! HIDROSTAL VANE I l M AC BLOWER 3/4 HP 480 VAC 1.6 A 3330 RPM ODOR CONTROL �4 QgpFESSl�I E. 19431 �• CLEAD @ @ At-�F EXPIRES 3/31/2019 LAC 101 1 STEP 1 STEP 2 LIFT STATION CONTROL PANEL WITH TERMINAL INTERCONNECTS SUPPLIED BY ROMTEC UTILITIES INSTALLED BY SITE ELECTRICIAN NOTES 1. CONDUITS AND WIRES TO BE PROVIDED AND SIZED BY ELECTRICAL CONTRACTOR. ACTUAL FIELD WIRING MAY VARY FOR YOUR PANEL. CONSULT AS -BUILT WIRING DOCUMENTATION. THESE DRAWINGS ARE A SUGGESTION ONLY. ALL STATE AND LOCAL CODES SUPERCEDE THESE J SUGGESTIONS. W 2. THE CONNECTION DIAGRAM DRAWING AIDS IN THE UNDERSTANDING AND INSTALLATION Z OF THE CONTROL SYSTEM. COMPLETE FIELD WIRING AND INSTALLATION Q INSTRUCTIONS ARE NOT INCLUDED HERE. THE CORRECT INSTALLATION AND n- CONFORMANCE TO ALL APPLICABLE CODES IS THE RESPONSIBILITY OF THE INSTALLER. --I 3. INSTALL CONDUIT SEALS RAPED FOR CLASS 1, DIV 1 AS REQUIRED. 0 Z24 VDC SIGNAL NARES 24VDC SIGNAL NARES SIGNALL WIRE SIGNAL VARE PUMMVDC 24VDC PVAC WIRE 0 SHLD �`" 1P1 1P2 1P3 1P4 1P5 1P6� GND N/C 12 +V GND K1 K1 K2 K2 GND 1T3 1T2 1T1 Al A2 SHLD 1P1 1 1P4 1P51P6 GND N/C 12 +V P3 P1 P2 P4 P5 GND 1T3 1T2 1T1 1P2 P3 I I AU LEVEL sUISIN.G WIRES ROUM ars A ;TINGLE 1 �^ I i j I 1� -T- F BETWEEN WET WELL AND CONTROL EACH PUMP WIRE SET ROUTED IN A SEPARATE MQUIT RUN PANEL CONDUIT RUN PROVIDED AND INSLALUM ff 1 1 I 1 l I I 1 1 11 1 I SITE ELECTRICIAN: �sSU aE PUMP CODS ATTACHED TO SPPLIED AND INSTALLED BY SFl OM AN.. I I — —) PUMPS CONTAIN ALL WIRES SHOWN. PUMP POWER SOW CORD SIZE FOR 40 HP CORD SIZE FOR 40 MP HiQROS AL PUMP IS IA6IS 1.06 DIA. CON�OL CABLE SIZES ARE .44 DIA. I I I I I I I I I I I I I PUMP I 11 I I I I 1 1 1 1 1 1 1 1 LRED 1 1 12 I I I I I I I I I I I} II 1 I 1 2 3 4 5 6 L__ PUMP 1 I I I I I I I I I I I _; T 0 40 HP I m(0 -I B- I `.'0 1 I I I I I I I I I I 1 1 I I I I I I I I I 1 I I I I I I I I I L______ SAI J o 1 O� I z I I I 1co I I I L_________ U¢ I I AL1 LLQ I I I I l = I Q l 1 1 W 1 1 mt N/C I �-1 PUMPS START I I HI LVL ALARM FU PUMPS STOP QRpEESS/ HIDROSTAL LAG START E8K-SS LEAD START ® Q)A` FL3 BACK—UP HIGH LEVEL ALARM E. 19431 PUMPS STOP ~ LOW LEVEL. ALARM � PTCM .� CF` CALW 4.7 �, ..,M •. '.s EXPIRES 3/31/2019 R r 1k ELECTRICAL INSTALLATION RECOMMENDATIONS THE FOLLOWING IN#` a #RECOMMENDATIONONLY. IT IS THE RESPONSIBILITY OF INSTALLING CONTRACTORTOREVIEWALL AS !R # AND aKE THE INSTALLATIO AS PER THE NATION a !! INSTALL ALL BRANCH CIRCUIT AND/OR FEEDER OVERCURRENT PROTECTION #rDa WITH __ NEC. a PANEL - DUPLEX STATION . CONTROL HM LVL AL" A TAG START LW START PUIVS srop LOW LVL ALAN 1�! HIDROSTAL VANE I l M AC BLOWER 3/4 HP 480 VAC 1.6 A 3330 RPM ODOR CONTROL �4 QgpFESSl�I E. 19431 �• CLEAD @ @ At-�F EXPIRES 3/31/2019 LAC 101 1 STEP 1 STEP 2 LIFT STATION CONTROL PANEL WITH TERMINAL INTERCONNECTS SUPPLIED BY ROMTEC UTILITIES INSTALLED BY SITE ELECTRICIAN NOTES 1. CONDUITS AND WIRES TO BE PROVIDED AND SIZED BY ELECTRICAL CONTRACTOR. ACTUAL FIELD WIRING MAY VARY FOR YOUR PANEL. CONSULT AS -BUILT WIRING DOCUMENTATION. THESE DRAWINGS ARE A SUGGESTION ONLY. ALL STATE AND LOCAL CODES SUPERCEDE THESE J SUGGESTIONS. W 2. THE CONNECTION DIAGRAM DRAWING AIDS IN THE UNDERSTANDING AND INSTALLATION Z OF THE CONTROL SYSTEM. COMPLETE FIELD WIRING AND INSTALLATION Q INSTRUCTIONS ARE NOT INCLUDED HERE. THE CORRECT INSTALLATION AND n- CONFORMANCE TO ALL APPLICABLE CODES IS THE RESPONSIBILITY OF THE INSTALLER. --I 3. INSTALL CONDUIT SEALS RAPED FOR CLASS 1, DIV 1 AS REQUIRED. 0 Z24 VDC SIGNAL NARES 24VDC SIGNAL NARES SIGNALL WIRE SIGNAL VARE PUMMVDC 24VDC PVAC WIRE 0 SHLD �`" 1P1 1P2 1P3 1P4 1P5 1P6� GND N/C 12 +V GND K1 K1 K2 K2 GND 1T3 1T2 1T1 Al A2 SHLD 1P1 1 1P4 1P51P6 GND N/C 12 +V P3 P1 P2 P4 P5 GND 1T3 1T2 1T1 1P2 P3 I I AU LEVEL sUISIN.G WIRES ROUM ars A ;TINGLE 1 �^ I i j I 1� -T- F BETWEEN WET WELL AND CONTROL EACH PUMP WIRE SET ROUTED IN A SEPARATE MQUIT RUN PANEL CONDUIT RUN PROVIDED AND INSLALUM ff 1 1 I 1 l I I 1 1 11 1 I SITE ELECTRICIAN: �sSU aE PUMP CODS ATTACHED TO SPPLIED AND INSTALLED BY SFl OM AN.. I I — —) PUMPS CONTAIN ALL WIRES SHOWN. PUMP POWER SOW CORD SIZE FOR 40 HP CORD SIZE FOR 40 MP HiQROS AL PUMP IS IA6IS 1.06 DIA. CON�OL CABLE SIZES ARE .44 DIA. I I I I I I I I I I I I I PUMP I 11 I I I I 1 1 1 1 1 1 1 1 LRED 1 1 12 I I I I I I I I I I I} II 1 I 1 2 3 4 5 6 L__ PUMP 1 I I I I I I I I I I I _; T 0 40 HP I m(0 -I B- I `.'0 1 I I I I I I I I I I 1 1 I I I I I I I I I 1 I I I I I I I I I L______ SAI J o 1 O� I z I I I 1co I I I L_________ U¢ I I AL1 LLQ I I I I l = I Q l 1 1 W 1 1 mt N/C I �-1 PUMPS START I I HI LVL ALARM FU PUMPS STOP QRpEESS/ HIDROSTAL LAG START E8K-SS LEAD START ® Q)A` FL3 BACK—UP HIGH LEVEL ALARM E. 19431 PUMPS STOP ~ LOW LEVEL. ALARM � PTCM .� CF` CALW 4.7 �, ..,M •. '.s EXPIRES 3/31/2019 R r 1k ELECTRICAL INSTALLATION RECOMMENDATIONS THE FOLLOWING IN#` a #RECOMMENDATIONONLY. IT IS THE RESPONSIBILITY OF INSTALLING CONTRACTORTOREVIEWALL AS !R # AND aKE THE INSTALLATIO AS PER THE NATION a !! INSTALL ALL BRANCH CIRCUIT AND/OR FEEDER OVERCURRENT PROTECTION #rDa WITH __ NEC. a PANEL - DUPLEX STATION . CONTROL POWER DIA. A At a VVI LARGEST FLOATS TOTAL III �I PRESSURE rM rl ! .# . � • !. � . it �.•• ! !"-! ! "'! ! •�' f' fa 11 * ESTIMATED MOTOR PRIOR TO CONSTRUCTION— 460VAC BLOWER WARE GND 1T3 1T2 1T1 GND 3T3 3T2 3171 I I 1 I I II I I I I 1 I 1 I 1 I ODOR CONTROL l I 1 I PLOWER RED BLOWER I 1 _ Q • WHT 3/4 HP 1 I L__ o� "' l GM= I L____� 125KW 480Y/277V/3PH/60HZ CUMMINS GENERATOR NATURAL GAS 480Y/277V, 3PH SERVICE WH 400A 1 42KAIC 0. 00 ��OJ 400A NEMA 3R LIFT STATION CONTROL PANEL I 18KAIC 250A SQUARE—D JDL36250 I 10KAIC 65KAIC I 65KAIC 10KAIC 5A ) SQUARE—D 100A) SQUARE—D 100A) SQUARE—D 6A ) SQUARE—D I MGN61360 I H&3610OM73 I HJL.3610OM73 I MGN61350 FVNR AC /4 H' M AC BLOWER 3/4 HP 480 VAC 1.6 A 3330 RPM ODOR CONTROL L SS AC 40 HP [11 IL 400% M AC PUMP 40 HP 480 VAC 54.2 A 1765 RPM SUBMERSABLE SS AC 40 HP [21 IL 400% AC PUMP 40 HP 480 VAC 54.2 A 1765 RPM SUBMERSABLE CPT 480-120 PTT 1.5KVA J MINI—POWER CENTER I----__—.._1 14KAIC I 20A C—H I I EHD2020 I 1 480-120/2401 1jr 5KVA I P48G11S05P I of 1 I PNL L'1 I 1 1 I 1 1 I I I �O ESS/py�t E. 19431 30 STgFlECTRiGP�' CALIF EXPIRES 3/31/2019 24VDC 24VDC 460VAC SIGNAL HARE SIGNAL WARE PUMP WIRE GND N/C 12 +V GND K1 K1 K2 K2 GND 1T3 1T2 1T1 GND N/C 12 +V P3 P1 TP2 P4 P5 GND 273 2T2 2T1 —T— EACH PUMP WIRE $E'LROUTED IN A SEPARATE_ .e 1 I I j 1 I I 1 I 1 I I CONDUIT (2 TOTAL) SUIPLIEQ,, AND IW ED BY ELECTRICIAN. SOW PUMA CORDS ATTACHED TO EM C,�jV3�N ALT. WLR€$,SHOWN. POP POWER SOW CORD ,SIZE FOR 40 HP HIDROSTAL PIMP IS 1.06 I 1 I I ( I I I ( I I 1 I DIA. C2MOL CABLE SIZES ME." DIA. 1 1 1 1 I I I I I I i 1 1 I I I 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 PUMP 2 I I I I I I I I I I I I L RED _ __-1 1 I I 1 1 1 1 1 1 I I L_ -- Q I T PUMP 2 1 I I I I 1 1 1 1 1 1 1 J �4D HP 1 m(0 I I I I I 1 1 1 1 1 1 �0 I �, - 1 -- 1 I I I I I I I I I 1 I I I I I I I I I L I I I I I I I I I Q .� I �F 10cn 1 I I I I I L v¢ I I I I I I I _ Tt#RMAL I I I I I L___________ I GD I I I I I I I I I I 1 = I sm 1 I I L_______________ UJ I I I _j © I I v� .-I---ON/C I 1 - I 1 I L_____J HIDROSTAL E8K—SS A 10 1 Know what's below. Call before you dig. � QgOt+ESS/p� A Fti E. 19431 `q F�FCTR 1 OFF CALROMTEC IF EXPIRES 3/31/2019 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)--496-9678 FAX (541)--496--0804 6.2-623 WWW.romtecutilities.com POWER DIA. A FLOATS PRESSURE rM rl * ESTIMATED MOTOR PRIOR TO CONSTRUCTION— 460VAC BLOWER WARE GND 1T3 1T2 1T1 GND 3T3 3T2 3171 I I 1 I I II I I I I 1 I 1 I 1 I ODOR CONTROL l I 1 I PLOWER RED BLOWER I 1 _ Q • WHT 3/4 HP 1 I L__ o� "' l GM= I L____� 125KW 480Y/277V/3PH/60HZ CUMMINS GENERATOR NATURAL GAS 480Y/277V, 3PH SERVICE WH 400A 1 42KAIC 0. 00 ��OJ 400A NEMA 3R LIFT STATION CONTROL PANEL I 18KAIC 250A SQUARE—D JDL36250 I 10KAIC 65KAIC I 65KAIC 10KAIC 5A ) SQUARE—D 100A) SQUARE—D 100A) SQUARE—D 6A ) SQUARE—D I MGN61360 I H&3610OM73 I HJL.3610OM73 I MGN61350 FVNR AC /4 H' M AC BLOWER 3/4 HP 480 VAC 1.6 A 3330 RPM ODOR CONTROL L SS AC 40 HP [11 IL 400% M AC PUMP 40 HP 480 VAC 54.2 A 1765 RPM SUBMERSABLE SS AC 40 HP [21 IL 400% AC PUMP 40 HP 480 VAC 54.2 A 1765 RPM SUBMERSABLE CPT 480-120 PTT 1.5KVA J MINI—POWER CENTER I----__—.._1 14KAIC I 20A C—H I I EHD2020 I 1 480-120/2401 1jr 5KVA I P48G11S05P I of 1 I PNL L'1 I 1 1 I 1 1 I I I �O ESS/py�t E. 19431 30 STgFlECTRiGP�' CALIF EXPIRES 3/31/2019 24VDC 24VDC 460VAC SIGNAL HARE SIGNAL WARE PUMP WIRE GND N/C 12 +V GND K1 K1 K2 K2 GND 1T3 1T2 1T1 GND N/C 12 +V P3 P1 TP2 P4 P5 GND 273 2T2 2T1 —T— EACH PUMP WIRE $E'LROUTED IN A SEPARATE_ .e 1 I I j 1 I I 1 I 1 I I CONDUIT (2 TOTAL) SUIPLIEQ,, AND IW ED BY ELECTRICIAN. SOW PUMA CORDS ATTACHED TO EM C,�jV3�N ALT. WLR€$,SHOWN. POP POWER SOW CORD ,SIZE FOR 40 HP HIDROSTAL PIMP IS 1.06 I 1 I I ( I I I ( I I 1 I DIA. C2MOL CABLE SIZES ME." DIA. 1 1 1 1 I I I I I I i 1 1 I I I 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 PUMP 2 I I I I I I I I I I I I L RED _ __-1 1 I I 1 1 1 1 1 1 I I L_ -- Q I T PUMP 2 1 I I I I 1 1 1 1 1 1 1 J �4D HP 1 m(0 I I I I I 1 1 1 1 1 1 �0 I �, - 1 -- 1 I I I I I I I I I 1 I I I I I I I I I L I I I I I I I I I Q .� I �F 10cn 1 I I I I I L v¢ I I I I I I I _ Tt#RMAL I I I I I L___________ I GD I I I I I I I I I I 1 = I sm 1 I I L_______________ UJ I I I _j © I I v� .-I---ON/C I 1 - I 1 I L_____J HIDROSTAL E8K—SS A 10 1 Know what's below. Call before you dig. � QgOt+ESS/p� A Fti E. 19431 `q F�FCTR 1 OFF CALROMTEC IF EXPIRES 3/31/2019 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)--496-9678 FAX (541)--496--0804 6.2-623 WWW.romtecutilities.com i i I I I II I I 10. PHASE 1 PUMPS DUPLEX PUMP CONFIGURATION HIDROSTAL SUBMERSIBLE PUMPS. - E8K-SS - 460V/3PH/60HZ - 40HP - 54.2FLA PIPING AND VALVE NOTES: 11. VALVE VAULT 12. METER VAULT 3. ALL COMMUNICATION DEVICES FOR REMOTE ANNUNCIATIONOR SYSTEM CONTROLAND DATA ! ! =i. TO BE CONFIGURED, TESTED, AND MAINTAINED : OWNER/CONTRACTOR UNLESS OTHERWISE NOTED. ROMTEC UTILITIES WILL INSTALL CUSTOMER • i COMMUNICATION OUR CONTROL REQUESTED. 4. RADIO SITE SURVEYS,ANTENNA MAST AND ANTENNA MOUNTING IS BY OWNER it CONTRACTOR. R!i 5. ONLY THOSE CONNECTIONS POINTS REQUIRED FOR ROMTEC UTILITIES' EQUIPMENT, INCLUDING DEFINED TIE POINTS OR AS PURCHASED, WILL BE PROVIDED. CUSTOMER WILL BE RESPONSIBLEFOR ALL OTHER CONNECTIONS. ROMTEC6. RECOMMENDS THAT MCINT!SHA'S ELECTRICAL ENGINEER INCLUDE •,! CENTER FOR ALL AUXILIARY LOADSROMTEC DOES NOT RECOMMEND SUPPLYING GENERAL PURPOSE RECEPTACLES OR INDUCTIVE TYPE LOAD'! FROM ROMTEC SUPPLIED CONTROL ., 6<11ESSIg�l E. 19431 ir �Ir OF CAA.W EXPIRES 3/31/2019 SHEET 4 OF 4 ASHE ROAD CONDUIT SCHEDULE 1. THE PROJECT SITE ENGINEER AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR ALL ASPECTS OF rri ROMTEC OFFERS r INFORMATION TO CLARIFY OUR PRODUCT OFFERING. #s, # REFLECTS TYPICAL rri PLEASE . r TO THE r•iENGINEER'SPLANS ! ELECTRICAL LAYOUTFOR THE SPECIFIC DETAILS. THE PROJECT ENGINEER'S PLANS, SPECIFICATIONS AND THE APPROVED SUBMITTAL DOCUMENTS SHALL GOVERNWORK. ROMTEC2. UTILITIES DOES NOT PROVIDE CORED HOLES INTO THE WET WELL it ELECTRICAL CONDUIT RUNS. THE ELECTRICALLY RELATED CORED HOLES INTO THE WET WELL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ELECTRICIAN. 4. ALL CONDUITS TO THE WET WELL AND VALVE VAULT SHALL BE PVC CQAfED RIGID METAL CONDUIT APPLICABLE. 5. KOPR-SHEILD COMPOUND OR EQUIVALENT SHALL BE USED ON ALL THREADED CONDUI CONNECTIONS. DUCT,7. ALL ITEMS RELATED TO THE ELECTRICAL SERVICE SUCH AS SERVICE CONDUIT, CONDUCTORS, ry! MOUNT, RISERS, r • BOXES,PERMITS, AND PROTECTIVE COVERING FROM THE SERVICE POINT LOCATION SHALL BE VERIFIED WITH THE SERVING UTILITY. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING NATIONAL #! AND LOCAL ELECTRICALCODES. 8. THE ELECTRICAL CONTRACTOR SUPPLYi INSTALL ALL ELECTRICALCONDUIT ! FITTINGS UNLESS OTHERWISE NOTED. ELECTRICAL9. THE i •j i' SHALL SUPPLY THE UTILITY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. 10. YARD LIGHT, BASE AND POLE, SUPPLY AND INSTALLATION BY ELECTRICAL CONTRACTOR. 11. THIS CONDUIT AND WIRE SCHEDULE REPRESENTS THE FIELD WIRING FROM ROMTEC UTILITIES SUPPLIED CONTROL PANEL TO ROMTEC UTILITIES SUPPLIED FIELD DEVICES. OTHER SITE WIRING AND CONDUIT NOT SHOWN. 8'-0" x 8'-0" CONC. PAD "? TOP OF PAD r #4 ® 6" O.C. BOTH WAYS ELEV. = 351.0 i� ODOR CONMOL UMT BUD r^d ETAS, 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com • below, Call before you dig. SHEET GENERAL NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY POWER TO AND MAKE ALL CONNECTIONS TO THE 4. GENERATOR PERMANENT GENERATOR, 125 kW, 480V277V, 6OHz In EQUIPMENT. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO REVIEW ALL FUEL - NATURAL GAS THE DRAWINGS FOR THE LOCATION AND SIZE OF EQUIPMENT. IT SHALL BE THE RESPONSIBILITY ENCLOSURE - SOUND ATTENUATED LEVEL 2 OF THE ELECTRICAL CONTRACTOR TO FAMILIARIZE HIM/HERSELF WITH THE PLANS AND MOUNTED AS A SEPARATE PIECE OF EQUIPMENT IN COMPLIANCE WITH SPECIFICATIONS AND ASK FOR CLARIFICATION, IF ANY IS REQUIRED, BEFORE INSTALLATION BEGINS. NEC, STATE, AND LOCAL ELECTRICAL CODE. 2. THE ELECTRICAL CONTRACTOR SHALL SUPPLY THE INCOMING POWER. PERMITS AND FEES FOR COMPLIANCE OF ALL LOCAL ORDINANCES ARE 3. ALL ITEMS RELATED TO THE ELECTRICAL SERVICE SUCH AS SERVICE CONDUIT, CONDUCTORS, NOT INCLUDED. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR DUCTS, PAD MOUNT, RISERS, PULL BOXES, PERMITS, FEES, AND PROTECTIVE COVERING FROM THE TO PULL PERMITS FOR COMPLIANCE. SERVICE POINT LOCATION SHALL BE VERIFIED WITH THE SERVING UTILITY. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING UTILITY, NATIONAL ELECTRICAL CODE, STATE AND LOCAL ELECTRICAL CODES. ALL GENERATORS SPECIFIED MEET OR EXCEED CURRENT FEDERAL EPA EMISSION STANDARDS. IT IS THE RESPONSIBILITY OF THE GENERATOR 4 4. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE METER BASE AND MEANS OF MAIN OWNER AND OR CONTRACTOR TO REVIEW ALL GENERATOR DISCONNECT.SPECIFICATIONS TO DETERMINE IF THE GENERATOR SPECIFIED MEETS ALL 5. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL REQUIRED CONDUIT AND WIRE TO STATE AND LOCAL STANDARD" W g CONNECT TO THE ROMTEC UTILITIES SUPPLIED EQUIPMENT. MAXIMUM ONE PUMP RUNNING ON STANDBY POWER. jaiE 6. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO SIZE AND INSTALL ALL CONDUIT< AND CONDUCTORS AS PER THE ELECTRICAL PLAN, NEC, SITE STATE AND LOCAL ELECTRICAL 5. LIFT STATION CONTROL PANEL CODES. POWER CONFIGURATION: 0 pall 7. INSTALLATION OF EQUIPMENT INCLUDING ANY GROUNDING ARRANGEMENT TO BE IN ACCORDANCE THREE PHASE INCOMING POWER WITH NEC ARTICLES 501, 502, 504 AND ANSI/ISA-RP12.06.01-2003 RECOMMENDED PRACTICE DUPLEX PUMP CONTROL PANEL FOR WIRING METHODS FOR HAZARDOUS(CLASSIFIED)LOCATIONS INSTRUMENTATION WHEN PRIMARY CONTROLLER: z 2 9Z APPLICABLE. - SIEMENS LC150�" o�0 BACK-UP LEVEL AND PUMP CONTROLLER: - MS 1 FLOATS CONTROL PANELS ARE UL LISTED AS A COMPLETE CONTROL PANEL. Q o ENCLOSURE: x * w - NEMA 3R STAINLESS STEEL ENCLOSURE0 z I- c0 o A ELECTRIC NOTES: - 12" LEG KIT. W to go o 0 m 1. INCOMING POWER - FLOOR MOUNT z 0-t) ¢ E 480Y/277V THREE PHASE POWER v OD to OPTIONAL EQUIPMENT: m0 U. 2. METER MAIN BEACON POWER UTILITY METER BASE AND METHOD OF MAIN DISCONNECT. METER BASE MUST HORN w CONFORM TO THE LOCAL SERVICE PROVIDERS REQUIREMENTS. PROVIDE METHOD OF MAIN GENERATOR RECEPTACLE SERVICE DISCONNECT, MOUNTED AS A SEPARATE ENCLOSURE IN COMPLIANCE WITH NEC, cn >_ STATE, AND LOCAL ELECTRICAL CODES.6. COMMUNICATIONS V PRIMARY COMMUNICATION UNIT.< ® o Q� DIALOG SCOUT AUTO DIALER �© Q�4EESS/pal o w < ® z 3. AUTOMATIC TRANSFER SWITCH �`�� e, L . �°,fa �' �� 1 °G A.T.S. 400 AMP, 3 PHASE �' ��`' `� _ U_ � ENCLOSURE TYPE - NEMA 3R MOUNTED AS A SEPARATE ENCLOSURE IN COMPLIANCE d < W WITH NEC, STATE, AND LOCAL ELECTRICAL CODES. E. 19431 m z ,� w 0 7. PUMP DISCONNECT PANEL ��,�F�cTRICP`' �� J o 36X36X12 STAINLESS STEEL CAI. -\F EXPIRES 3%31/2019 SHEET 3 of 4 SHEET ELECTRIC NOTES CONTINUED: 4 4 OF 8. BACK-UP LEVEL CONTROL - FLOATS SPECIAL NOTES; ,. °° BACK-UP LEVEL SYSTEM WILL OPERATE THE PUMPS IN THE EVENT OF A FAILURE OF THE PRIMARY LEVEL CONTROL SYSTEM AND PUMP CONTROLLER. 1. THE PROJECT SITE ENGINEER AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR THE BACK-UP SYSTEM IS A COMPLETELY REDUNDANT SYSTEM TO THE PRIMARY SYSTEM AND ALL ASPECTS OF THIS PROJECT. ROMTEC UTILITIES OFFERS THIS INFORMATION TO INCLUDES REDUNDANT HIGH ALARM, PUMPS STOP, AND PUMPS START. CLARIFY OUR PRODUCT OFFERING. THIS INFORMATION REFLECTS A TYPICAL PROJECT. DASHED LINES SHOW TYPICAL SITE WIRING/CONDUIT SUPPLIED AND INSTALLED BY 9. PRIMARY LEVEL CONTROL OWNER OR CONTRACTOR. PLEASE REFER TO THE PROJECT ENGINEER'S SITE PLANS �' W - SIEMENS (A10001 PRESSURE TRANSDUCER) AND ELECTRICAL LAYOUT FOR THE SPECIFIC DETAILS. THE PROJECT ENGINEER'S PLANS, SPECIFICATIONS AND THE APPROVED SUBMITTAL DOCUMENTS SHALL GOVERN ALL PRIMARY LEVEL CONTROL IS USED FOR ALL OPERATIONAL POINTS WITHIN THE WET WELL. WORK. 4 - LOW LEVEL ALARM - PUMP STOP POINT 2. ROMTEC UTILITIES DOES NOT PROVIDE CORED HOLES INTO THE WET WELL FOR R - LEAD PUMP START POINT ELECTRICAL CONDUIT RUNS. THE ELECTRICALLY RELATED CORED HOLES INTO THE WET - LAG PUMP START POINT WELL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ELECTRICIAN.`` - HIGH LEVEL ALARM 1W 4K 10. PHASE 1 PUMPS DUPLEX PUMP CONFIGURATION HIDROSTAL SUBMERSIBLE PUMPS. - E8K-SS - 460V/3PH/60HZ - 40HP - 54.2FLA PIPING AND VALVE NOTES: 11. VALVE VAULT 12. METER VAULT 3. ALL COMMUNICATION DEVICES FOR REMOTE ANNUNCIATIONOR SYSTEM CONTROLAND DATA ! ! =i. TO BE CONFIGURED, TESTED, AND MAINTAINED : OWNER/CONTRACTOR UNLESS OTHERWISE NOTED. ROMTEC UTILITIES WILL INSTALL CUSTOMER • i COMMUNICATION OUR CONTROL REQUESTED. 4. RADIO SITE SURVEYS,ANTENNA MAST AND ANTENNA MOUNTING IS BY OWNER it CONTRACTOR. R!i 5. ONLY THOSE CONNECTIONS POINTS REQUIRED FOR ROMTEC UTILITIES' EQUIPMENT, INCLUDING DEFINED TIE POINTS OR AS PURCHASED, WILL BE PROVIDED. CUSTOMER WILL BE RESPONSIBLEFOR ALL OTHER CONNECTIONS. ROMTEC6. RECOMMENDS THAT MCINT!SHA'S ELECTRICAL ENGINEER INCLUDE •,! CENTER FOR ALL AUXILIARY LOADSROMTEC DOES NOT RECOMMEND SUPPLYING GENERAL PURPOSE RECEPTACLES OR INDUCTIVE TYPE LOAD'! FROM ROMTEC SUPPLIED CONTROL ., 6<11ESSIg�l E. 19431 ir �Ir OF CAA.W EXPIRES 3/31/2019 SHEET 4 OF 4 ASHE ROAD CONDUIT SCHEDULE 1. THE PROJECT SITE ENGINEER AND ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR ALL ASPECTS OF rri ROMTEC OFFERS r INFORMATION TO CLARIFY OUR PRODUCT OFFERING. #s, # REFLECTS TYPICAL rri PLEASE . r TO THE r•iENGINEER'SPLANS ! ELECTRICAL LAYOUTFOR THE SPECIFIC DETAILS. THE PROJECT ENGINEER'S PLANS, SPECIFICATIONS AND THE APPROVED SUBMITTAL DOCUMENTS SHALL GOVERNWORK. ROMTEC2. UTILITIES DOES NOT PROVIDE CORED HOLES INTO THE WET WELL it ELECTRICAL CONDUIT RUNS. THE ELECTRICALLY RELATED CORED HOLES INTO THE WET WELL ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ELECTRICIAN. 4. ALL CONDUITS TO THE WET WELL AND VALVE VAULT SHALL BE PVC CQAfED RIGID METAL CONDUIT APPLICABLE. 5. KOPR-SHEILD COMPOUND OR EQUIVALENT SHALL BE USED ON ALL THREADED CONDUI CONNECTIONS. DUCT,7. ALL ITEMS RELATED TO THE ELECTRICAL SERVICE SUCH AS SERVICE CONDUIT, CONDUCTORS, ry! MOUNT, RISERS, r • BOXES,PERMITS, AND PROTECTIVE COVERING FROM THE SERVICE POINT LOCATION SHALL BE VERIFIED WITH THE SERVING UTILITY. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE SERVICE IN COMPLIANCE WITH THE SERVING NATIONAL #! AND LOCAL ELECTRICALCODES. 8. THE ELECTRICAL CONTRACTOR SUPPLYi INSTALL ALL ELECTRICALCONDUIT ! FITTINGS UNLESS OTHERWISE NOTED. ELECTRICAL9. THE i •j i' SHALL SUPPLY THE UTILITY METER BASE AND METHOD OF MAIN SERVICE DISCONNECT. 10. YARD LIGHT, BASE AND POLE, SUPPLY AND INSTALLATION BY ELECTRICAL CONTRACTOR. 11. THIS CONDUIT AND WIRE SCHEDULE REPRESENTS THE FIELD WIRING FROM ROMTEC UTILITIES SUPPLIED CONTROL PANEL TO ROMTEC UTILITIES SUPPLIED FIELD DEVICES. OTHER SITE WIRING AND CONDUIT NOT SHOWN. 8'-0" x 8'-0" CONC. PAD "? TOP OF PAD r #4 ® 6" O.C. BOTH WAYS ELEV. = 351.0 i� ODOR CONMOL UMT BUD r^d ETAS, 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com • below, Call before you dig. IIIIIIIIII NOM - 1. COMW AND YT iE SUMU Fit WFOWN USE ONLY. ACTUAL CtNIDUTf, YORE AND ROUw BY CONTRACTOR. 2. FOR BIDINNG PURPOSES ONLY. NOT FOR CONSTRUCTION. CONDUIT/ CABLE WIRE FROM TO WIRE CONDUIT/ CABLE No. Size I.D. No. TYPE/SIZE CLR WIRE NO. MCC/PNL TERM TERM PNL/DEVICE NO. NO. WIRE CLR TYPE/SIZE I'D' NO. NO. SIZE No. 1 1 " SIZE No. 7 CABLE TRAY PUMP 1 4 3/4" THWN/#4 BRN CONTROL PANEL DISCONNECT PANEL 9 3/4'► BELDEN RED THWN/#4 ORG WET WELL 9318 BLK THWN/#4 YELL CABLES T2 +24VDC SHLD THWN/#8 GRN THWN/#14 4x25mm2 T3 GENERATOR RUNNING 5 3/4" 2 1 " THWN/#14 1.02" DIA. GRD CONTROL PANEL DISCONNECT PANEL GENERATOR FAIL PUMP 2 THWN/# 12 RED THWN/#4 BRN CONTROL PANEL DISCONNECT PANEL 5X1.5mm2 1 "K2" BIMETALLIC SWITCH THWN/# 12 WHT THWN/#4 ORG THWN/#14 THWN/#12 GRN THWN/#4 YELL THWN/#8 GRN 3 GROUND 6 CABLE TRAY PUMP 1 4 3 3/4,► T1 DISCONNECT PANEL WET WELL CONTROL PANEL DISCONNECT PANEL CABLES THWN/#14 BLU "K 1 " PTC LIMITER PUMP 1 PTC CIRCUIT AUTOMATIC TRANSFER SWITCH 4x25mm2 THWN/#14 BLU 3/4" PUMP 1 BIMETAL SWITCH 4X 1.5mm2 1 SEAL PROBE 1.02» DIA. THWN/#14 BLU PUMP 1 MOISTURE PROBE THWN/#14 5X1.5mm2 THWN/#14 BLU PUMP 2 PTC CIRCUIT .44 DIA. THWN/#14 BLU 3 PUMP 2 BIMETAL SWITCH N/C THWN/#14 BLU PUMP 2 MOISTURE PROBE THWN/# 14 4 N/C THWN/#14 BLU HIGH/HIGH LEVEL FLOAT THWN/#14 BLU HIGH LEVEL FLOAT 4X1.5mm2 THWN/# 14 BLU ALARM LEVEL FLOAT CONTROL PANEL .44 DIA. THWN/#14 BLU WW INTRUSION 8 CABLE TRAY THWN/# 14 BLK TI THWN/# 14 BLU WET WELL —24VDC THWN/#14 BLU MFG CABLE BLK SPARE HIGH/NIGH FLOAT THWN/# 14 BLU SPARE THWN/#14 .25 DIA. BRN T3 HIGH/HIGH FLOAT THWN/# 14 BLU SPARE THWN/#14 THWN/# 14 GRN N/C MFG CABLE BLK HIGH FLOAT .25 DIA. BRN HIGH FLOAT GRY N/C NOM - 1. COMW AND YT iE SUMU Fit WFOWN USE ONLY. ACTUAL CtNIDUTf, YORE AND ROUw BY CONTRACTOR. 2. FOR BIDINNG PURPOSES ONLY. NOT FOR CONSTRUCTION. Nom. 1. CONDUTf AND Wff SCt NLE FOR TSI USE ONLY. ACTUAL COMM, WE 40 MUM BY CtN1TRACTOR. 2. FOR BIDING PURPOSES ONLY. NOT FOR CONSTRWM. CONDUIT/ CABLE WIRE FROM TO WIRE CONDUIT/ CABLE No. Size I.D. No. TYPE/SIZE CLR WIRE NO. MCC/PNL TERM TERM PNL/DEVICE WIRE NO. NO. NO. CLR TYPE/SIZE I.D. SIZE NO. No. WIRE NO. CLR TYPE/SIZE I.D. NO. SIZE No. 7 CABLE TRAY 4 3/4" CONTROL PANEL DISCONNECT PANEL 9 3/4'► BELDEN RED DISCONNECT PANEL WET WELL TRANSDUCER (+) WET WELL 9318 BLK WET WELL TRANSDUCER (—} CABLES T2 +24VDC SHLD THWN/#14 4x25mm2 T3 GENERATOR RUNNING 5 3/4" THWN/#14 1.02" DIA. GRD CONTROL PANEL DISCONNECT PANEL GENERATOR FAIL THWN/# 12 RED CONTROL POWER THWN/#14 5X1.5mm2 1 "K2" BIMETALLIC SWITCH THWN/# 12 WHT �IIIIIIIII THWN/#14 THWN/#12 GRN "K2" BIMETALLIC SWITCH THWN/#14 3 GROUND 6 CABLE TRAY PUMP 1 4 MFG T1 DISCONNECT PANEL WET WELL CABLES T2 "K 1 " PTC LIMITER AUTOMATIC TRANSFER SWITCH 4x25mm2 T3 10 3/4" THWN/# 14 4X 1.5mm2 1 SEAL PROBE 1.02» DIA. GRD THWN/#14 5X1.5mm2 1 "K2" BIMETALLIC SWITCH .44 DIA. 2 "K2" BIMETALLIC SWITCH 3 N/C 3 GROUND THWN/# 14 4 N/C 4 "K 1 " PTC LIMITER 5 "K 1 " PTC LIMITER 4X1.5mm2 1 SEAL PROBE CONTROL PANEL .44 DIA. 2 GRD 8 CABLE TRAY THWN/# 14 BLK TI 3 N/C WET WELL 4 N/C MFG CABLE BLK T2 HIGH/NIGH FLOAT THWN/#14 .25 DIA. BRN T3 HIGH/HIGH FLOAT THWN/#14 GRY GRD N/C MFG CABLE BLK HIGH FLOAT .25 DIA. BRN HIGH FLOAT GRY N/C Nom. 1. CONDUTf AND Wff SCt NLE FOR TSI USE ONLY. ACTUAL COMM, WE 40 MUM BY CtN1TRACTOR. 2. FOR BIDING PURPOSES ONLY. NOT FOR CONSTRWM. i?+___._ 1. CWW AND WK SOMHFOR rMIr USE ONLY Xnk CONDUff, WN MD ROUTM BY COMM. 2 FOR BMW PUWM ONLY NOT FOR CONOWTION. CONDUIT/ CABLE WIRE FROM TO WIRE CONDUIT/ CABLE No. Size I.D. No. TYPE/SIZE CLR WIRE NO. MCC/PNL. TERM TERM NO. NO. PNL/DEVICE WIRE NO. CLR TYPE/SIZE I.D. NO. SIZE No. 7 CABLE TRAY PUMP 2 9 3/4'► MFG T1 DISCONNECT PANEL WET WELL THWN/# 14 CABLES T2 +24VDC THWN/#14 4x25mm2 T3 GENERATOR RUNNING THWN/#14 1.02" DIA. GRD GENERATOR FAIL THWN/#14 5X1.5mm2 1 "K2" BIMETALLIC SWITCH �IIIIIIIII THWN/#14 .44 DIA. 2 "K2" BIMETALLIC SWITCH THWN/#14 3 GROUND 4 "K 1 " PTC LIMITER 5 "K 1 " PTC LIMITER AUTOMATIC TRANSFER SWITCH 10 3/4" THWN/# 14 4X 1.5mm2 1 SEAL PROBE THWN/#14 .44 DIA. 2 GRD THWN/# 14 3 N/C THWN/# 14 4 N/C CONTROL PANEL ODOR CONTROL BLOWER 8 CABLE TRAY THWN/# 14 BLK TI DISCONNECT PANEL WET WELL THWN/# 14 MFG CABLE BLK T2 HIGH/NIGH FLOAT THWN/#14 .25 DIA. BRN T3 HIGH/HIGH FLOAT THWN/#14 GRY GRD N/C MFG CABLE BLK HIGH FLOAT .25 DIA. BRN HIGH FLOAT GRY N/C MFG CABLE BLK STOP/ALARM FLOAT .25 DIA. BRN STOP/ALARM FLOAT GRY NC MFG CABLE RED LEVEL TRANSDUCER .25 DIA. BLK LEVEL TRANSDUCER SHLD i?+___._ 1. CWW AND WK SOMHFOR rMIr USE ONLY Xnk CONDUff, WN MD ROUTM BY COMM. 2 FOR BMW PUWM ONLY NOT FOR CONOWTION. NOTS: 1. CONDUTf AND WK SO ULE FOR IWORMATION USE ONLY. ACTUAL CONDUR, WK AND ROUTING BY CONTRACTOR. 2. FORMW a ONLY. NOT FOR CONSTRUCTION. 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com CONDUIT/ CABLE WIRE FROM TO WIRE CONDUIT/ CABLE No. Size No I.D. TYPE/SIZE CLR E R WIRE MCC/PNL TERM TERM ER NO PNL/DEVICE R. E WIRE NO.CLR TYPE/SIZE I.D. SIZE No. 9 3/4'► CONTROL PANEL GENERATOR THWN/# 14 BLU +24VDC THWN/#14 BLU GENERATOR RUNNING THWN/#14 BLU GENERATOR FAIL THWN/#14 BLU GENERATOR WARNING �IIIIIIIII THWN/#14 BLU SPARE THWN/#14 GRN CONTROL PANEL AUTOMATIC TRANSFER SWITCH 10 3/4" THWN/# 14 BLU +24VDC THWN/#14 BLU EMERGENCY POWER THWN/# 14 BLU NORMAL POWER THWN/# 14 GRN CONTROL PANEL ODOR CONTROL BLOWER 11 3/4" THWN/# 14 BLK TI THWN/# 14 ORG T2 THWN/#14 YEL T3 THWN/#14 GRN GRD NOTS: 1. CONDUTf AND WK SO ULE FOR IWORMATION USE ONLY. ACTUAL CONDUR, WK AND ROUTING BY CONTRACTOR. 2. FORMW a ONLY. NOT FOR CONSTRUCTION. 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com �IIIIIIIII 7'-] T-1 `i 1111m, . ! !' 41, CONTROLR 2 -POST rr ASSEMBLY 2—POST SHELTER — COLUMN ASSEMBLY %" X 6-1/4" RED HEAD TRUBOLT+ SEISMIC WEDGE ANCHOZ-1i TOP OF A1 • ! IN SLA7B i H H 00 41 10 U u 0; �' • Z61 0 ." 9 1 V 1 SCALE: 11 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)--496-0804 WWW. romtecutilities.com Know f Call before you dig. r * r-2 M02,1111 DESCRIPTION mm��=2-POST SHELTER - 2 PIECE TRUSS ASSEMBLY m® l2-POCOLUMN 2 -POST SHEL' •UT - HORIZONTAL X 10i mm •SHELTER SEISMIC WEDGE ANCHOR Mm��= 'M_HEX NUT - UNC ==��=90 DEG ANGLE BRACKEr ===� i mm1�1�1■ �5/8in X 4in HEX BOLT X 4.5in HEX BOLT ®■,, HEX ,NO. 14 GRANDRIB SCREW Mm• � `i 1111m, . ! !' 41, CONTROLR 2 -POST rr ASSEMBLY 2—POST SHELTER — COLUMN ASSEMBLY %" X 6-1/4" RED HEAD TRUBOLT+ SEISMIC WEDGE ANCHOZ-1i TOP OF A1 • ! IN SLA7B i H H 00 41 10 U u 0; �' • Z61 0 ." 9 1 V 1 SCALE: 11 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)--496-0804 WWW. romtecutilities.com Know f Call before you dig. IIIIIIIIII 631/16 155/16 16 5/id 120.00 114.00 Parts List ITEM QTY STOCK NUMBER DESCRIPTION 3 4 2 -POST SHELTER - PERLIN TUBE - 3 X 2 X.120 WALL X 114in 4 1 2 -POST SHELTER - ROOF FRAME SIDE TUBE - 3 X 3 X 3/16 X 114in 7 2 2 -POST SHELTER - TRUSS END FRAME ASSEMBLY 7.1 1 TS - 3in X 1.5in X 1/4in X 16-5/16in 7.2 1 TS - 3 X 3 X 3/16 X 63-1/16in 7.3 1 TS - 3 X 3 X 3/16 X 5ft 7.4 3 TUBE CAP - 2.5in X 2.5in X 1/bin 8 1 GUTTER SUPPORT - ANGLE - 1/bin X lin X lin X 113-7/8in 9 1 TS - 3 X 1.5 X 3/16 X 114in DETAIL G SCALE 1 / 4 3/16" PLATE TRUSS DETAIL - HALF 2 PIECE TRUSS - 2 POST SHELTER NO SCALE I 14.00 5/8 MATERIAL: A36 MILD STEEL PLATE ANCHOR PLATE SHELTER COLUMN NO SCALE 4.00 .50 MATERIAL: A36 MILD STEEL PLATE GUSSET 2 POST SHELTER NO SCALE 7 �3 -� 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com Know what's below. Cal I before you dig. Lj D 0 0 1 7 0 0 3/16" PLATE TRUSS DETAIL - HALF 2 PIECE TRUSS - 2 POST SHELTER NO SCALE I 14.00 5/8 MATERIAL: A36 MILD STEEL PLATE ANCHOR PLATE SHELTER COLUMN NO SCALE 4.00 .50 MATERIAL: A36 MILD STEEL PLATE GUSSET 2 POST SHELTER NO SCALE 7 �3 -� 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com Know what's below. Cal I before you dig. 95.50 COLUMN ASSEMBLY 2 PIECE TRUSS - 2 POST SHELTER, NO SCALE 01 14.00 1.50 1.50 4.00 0.81 4 PIACI .50 .75 �-2.00 18.00 18.00 �-1.50 3.84— BOLT PLATE 2 PIECE TRUSS - 2 POST SHELTER NO SCALE 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com MATERIAL: A36 MILD STEEL PLATE won" I aim MIN DESCRIPTION ITS - 6 X 6 X 1/4 X 94.375i n ==���bOLT PLATE - 18in X 6in X 1/2in SET 4in X 4in X 5in M=04,■�BASE -PLATE - 14in X 14in X 5/8in 14.00 1.50 1.50 4.00 0.81 4 PIACI .50 .75 �-2.00 18.00 18.00 �-1.50 3.84— BOLT PLATE 2 PIECE TRUSS - 2 POST SHELTER NO SCALE 18240 NORTH BANK ROAD ROSEBURG, OR 97470 (541)-496-9678 FAX (541)-496-0804 WWW.romtecutilities.com MATERIAL: A36 MILD STEEL PLATE won" I aim IIIIIIIIII NOTES 1. THIS IS AN APPLICANT DESIGN AND PG&E SHARED CONSTRUCTION PROJECT. 2. TRENCH TO BE JOINT WITH ELECTRIC, GAS, PHONE & CAN. 3. APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS.. 4. RIGID CAP ALL SPARE CONDUITS. 5. IMPORTANT! DEVELOPER, GENERAL & ELECTRICAL CONTRACTOR BEFORE BEGINNING SUBSTRUCTURE WORK, PLEASE CONTACT PGE UNDERGROUND TRENCH INSPECTOR AT LEAST TWO BUSINESS DAYS PRIOR TO REQUESTING INSPECTION. REQUEST FOR INSPECTIONS RECEIVED AFTER 12:OOPM WILL NOT BE INSPECTED UNTIL THE 3RD WORKING DAY. (WORK NOT PROPERLY INSPECTED, MAY BE REJECTED} 6. APPLICANT CONTRACTOR TO LOCATE ALL UNDERGROUND FACILITIES BEFORE TRENCH & EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS PRIOR TO DIGGING. 7. DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING BEND AT THE FEED LOCATION). 8. PROVIDE CLEARANCES AND WORKING SPACE PER PGE DWG. 051122. 9. PGE SHALL INSPECT ALL WORK AND PERFORM ALL HOT TIE—IN WORK. 10. BOX AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062288. 11. ENCLOSURES SHALL CONFORM TO THE PGE ELECTRIC CONSTRUCTION DWG. 062000. 12. APPLICANTS CONTRACTOR TO PERFORM ALL AND ANY NECESSARY INCIDENTAL TRENCHING, BACKFILL, COMPACTION AND PAVING. 13. SEE UTILITY COMPOSITE DRAWING FOR ACTUAL TRENCH & SUBSTRUCTURE LOCATIONS THIS JOB WILL BE FULL APPLICANT CONSTRUCTION. APPLICANT TO TRENCH, BACKFILL, INSTALL ALL SUBSTRUCTURE, DISTRIBUTION, AND SERVICE FACILITIES PG&E TO PERFORM TIE IN WORK. THIS SKETCH IS I N TEN DED FOR ELECTRIC CONSTRUCTION ONLY. PLEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING DETAILS. THESE DRAWINGS ARE CONSIDERED PRELIMINARY AND AT RISK, UNLESS STAMPED AND APPROVED BY PG&E AND P.E. N 116" 42" 42" ao42" 24"1 i I I I I ' � 1 --___ __ —_ I N N i W 106" N 1 1 124"o -' © 36" i _ U I TO: 870259 3 3 ---+—P3 ---•�- I 1 I I I I N I N f 1 T 0% E 0 F br-\'-RM ENVIRONMENTAL ISSUES ■ NONE APPARENT PROJECT CONTACT,i C1 BASED ON APPLICANT/DEVELOPER— SUPPLIED PLANS FA PERMITS 171 TAILBOARD ' FA OTHEIMM APPLICANT DESIGN /RESPONSIBILITY (CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY O PG&E ACTIONS.) A ma Underground Service Alert r • • T324708P! E ETM L 0 REMOVABLE BARRIER POST FIXED BARRIER POST f ° ,• It f � � IE � 1 i PG&E CONFLICT IDENTIFIED FOR THIS PROJECT F PLAT: A • PG&E GAS FACILITIES IN CONFLICT LOCATION(S) LOCATION(S) 800 CDLOC 3 TO LOC 1 USE 2— FRONT END PKS. EST. PULL 435LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... 400A MAIN • ft 2-74Hit VD: SCI ••• 15'/29' ■ II f I M •1 M 1 • 1 r ♦ ' 'NOT REQUIRED. 0 3-1 /OAL IN 4" 21 KV MCKEE RD !« x z 0 m 534277 25CL 0 0 55-3 10 GRADE P3 ------P3 —119.074596 GRADE —q— JL I- yy ft: LTJ > { ° ° ° ' { a ° ' P ° _17 n g �y ry„ ° ' ° W e c e ° > 0 { {{ 3 PHASE PRIMARY CABLE/CONDUCTOR — SIZE AS SHOWN � EXISTING DESCRIPTION .' (� m 4'6" x 8'6" x 6' PRIMARY ENCLOSURE IN PM TRANSFORMER, DF—LB, SIZE AS SHOWN X Q SOLELY OWNED POLE z N { { P 5" ELECTRIC z W { { 4" ELECTRIC SERVICE CONDUIT ° SERVICE CONDUIT (� /°' 4" BEDDING P It g° ' ° ° , 4" BEDDING i SERVICE TRENCH SECTION PRIMARY TRENCH SECTION N 116" 42" 42" ao42" 24"1 i I I I I ' � 1 --___ __ —_ I N N i W 106" N 1 1 124"o -' © 36" i _ U I TO: 870259 3 3 ---+—P3 ---•�- I 1 I I I I N I N f 1 T 0% E 0 F br-\'-RM ENVIRONMENTAL ISSUES ■ NONE APPARENT PROJECT CONTACT,i C1 BASED ON APPLICANT/DEVELOPER— SUPPLIED PLANS FA PERMITS 171 TAILBOARD ' FA OTHEIMM APPLICANT DESIGN /RESPONSIBILITY (CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY O PG&E ACTIONS.) A ma Underground Service Alert r • • T324708P! E ETM L 0 REMOVABLE BARRIER POST FIXED BARRIER POST f ° ,• It f � � IE � 1 i PG&E CONFLICT IDENTIFIED FOR THIS PROJECT F PLAT: A • PG&E GAS FACILITIES IN CONFLICT LOCATION(S) LOCATION(S) 800 CDLOC 3 TO LOC 1 USE 2— FRONT END PKS. EST. PULL 435LBS. ACTUAL PULL ............ LBS. FOREMAN'S INITIALS .......... 400A MAIN • ft 2-74Hit VD: SCI ••• 15'/29' ■ II f I M •1 M 1 • 1 r ♦ ' 'NOT REQUIRED. 0 3-1 /OAL IN 4" 21 KV MCKEE RD !« x z 0 m 534277 25CL 0 0 55-3 RISER • # P3 ------P3 —119.074596 $V8 SV8 • QUAD INSTALL • • 0 0 IU=IE= ` Wf- ♦ ■. ♦' TOINSTALL THE FIRST •' OF MOLDING, BACKUP PLATE, AND • r PG&E TO INSTALL THE REMAINDER OF RISER MATERIAL. Fm LEGEND INSTALL DESCRIPTION P3 ------P3 PRIMARY CABLE — 3-1/OAL EPR ENCAP IN NEW 1-4" CONDUIT $V8 SV8 SERVICE CABLE — 750AL QPX IN NEW 1-5" CONDUIT EXISTING DESCRIPTION 0 0 3 PHASE PRIMARY CONDUCTOR W/ COMMON NEUTRAL & RCN — SIZE AS SHOWN 3 PHASE PRIMARY CABLE/CONDUCTOR — SIZE AS SHOWN INSTALL EXISTING DESCRIPTION .' 111 3' x 5' x 3'6" PRIMARY ENCLOSURE m 4'6" x 8'6" x 6' PRIMARY ENCLOSURE IN PM TRANSFORMER, DF—LB, SIZE AS SHOWN X Q SOLELY OWNED POLE m AIR SWITCH OR OR RISER ;x; CUTOUT — FUSED AS SHOWN t' rte tx Plan Cheek docs not release the Applicant from responsibility to construct the facilities accorda'ng to I'Ci&:E tandards. In the went of a ictduring construction bcatN # * n'PCi& 3 andards and the plans, PG&E 6/12/17 f 40 04 STOCKDALE 2112 CI R MAP. 3027331 PLAT: 30276 INS DIST: B CLIMATE ZONE: R S.S.D. = 631207 VOLT CLASS: 1 LOADING DIST: LIGHT LIGHTNING DIST: 2 NON CORROSIVE AREA SCALE: 1 "=40' SCALE 40' 0' 40' 80' 6.2-623 '00� 4' LWP E S DESIGN SETWICES Langley1821 N. • f California 93619 Cell (559) 760 9464 �► ASHE ROAD f . AT MCKEE FOR: MG3 PARTNERS ILLCr� BAKERSFIELD CALIFORNIA!' ELECTRIC CONSTRUCTION SKETCH 1PM � ►/ RULE 16NR 31 316366►UTILITY 112577590 11 l II I DATE 6/9/2017 II 1111 I OF El SHEETS CHANGED TO FULL APPLICANT, LOC #'S CHANGED, SCALE ASSHOWNlASHE DESIGNER LopesE Q .' ♦� LopesClovis, 6.2-623