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HomeMy WebLinkAbout2348-Drawings of Record signed JAYCO LIFT STATION w o=ww VICINITY MAP o Z N.T.S. IMPROVEMENTS -'z z ° I WI ADDIS0 AVE.E N DRAWINGS OF RECORD OWNER: z W o°W z �q,QaxW W - E DECEMBER 2015 'Z°w j Z CITY OF TWIN FALLS w o z =z 321 2ND AVE EAST owz�~w -z3W p S (208)735-7271 ¢°w a-w QazOWo -p p ELIZABETH BLVD. Z o z LL Q Y z LU S W.Wwa�o Q a J J 02.) z H O cn = g L a� ��� o w — Jx (D <?Owz6 U--- ® ._ zQ_o o� � = a ? aXKIMBERLY RD. o z1aa. wW o_ .m Underground Service Alert 2^ e CALL BEFORE YOU DIG ELDREDGE AVE. — �r CALL:TOLL FREE 0 N N 3 - 1-800 J) ++++ 342-1585 CIO 6 44� JAYCO LIFT w — o 0 U) STATION SITE T O WORKING DAYS BEFORE YOU DIG W z WM4 ORCHARD DR.E a w Q x ABBREVIATIONS TABLE A.C. ASPHALTIC CONCRETE F.O. FIBER OPTIC PT POINT OF TANGENCY Al AIR INJECTION ASSEMBLY FT FEET PUE PUBLIC UTILITIES EASEMENT DRAWING INDEX z ALC ALUMINUM CAP GA. GAUGE PVC POLYVINYL CHLORIDE O AR AIR RELEASE VALVE GB GRADE BREAK PVMT PAVEMENT ASPH ASPHALT GND GROUND QLPE QUALIFIED LICENSED PROFESSIONAL ENGINEER DWG. # DRAWING TITLE d Z H W o AVE. AVENUE GPM GALLONS PER MINUTE RT. RIGHT W ua N ° 1 COVER SHEET r/� � x z W B.C. BRASS CAP G.V. GATE VALVE R. RADIUS - W 2 NOTES > > o BL BASELINE HORIZ. HORIZONTAL R&P RETAIN AND PROTECT a O a N BLDG. BUILDING HYD FIRE HYDRANT R/W RIGHT OF WAY 3 DESIGN CRITERIA&SITE OVERVIEW 1:4 O 3 B.M. BENCHMARK I.D. INSIDE DIAMETER REF. REFERENCE 0 a J BO BLOW OFF ASSEMBLY I&I INFLOW&INFILTRATION RP RADIUS POINT 4 SITE PLAN U 3 BRG. BEARING IN. INCH S SOUTH 5 PLAN PROFILE-12"SEWER ti m a ' CB CATCH BASIN INV. INVERT ELEVATION SCH SCHEDULE o CCTV CLOSED CIRCUIT TELEVISION I.P. RON PIN SD STORM DRAIN 6 PLAN PROFILE-8"SEWER F N CL CENTERLINE IRR (IRRIGATION SE SOUTHEAST 7 PLAN PROFILE-EXISTING&FORCELINE ° Z W CMP CORRUGATED METAL PIPE IS IRRIGATION SERVICE SEC SECTION - CO CLEAN OUT ISPWC ID.STANDARDS FOR PUBLIC WORKS CONST. SHT SHEET 8 VALVE VAULT AND WET WELLS C; CONC. CONCRETE LB POUNDS SPEC. SPECIFICATION 9 VALVE VAULT AND WET WELLS SECTION A-A CTR CENTER LF LINEAR FEET SS SANITARY SEWER Q w 3 CULV. CULVERT LOG LIP OF GUTTER SSMH SANITARY SEWER MANHOLE 10 MISC DETAILS o Cy CUBIC YARD LT. LEFT ST. STREET ° Z 0 11 TYPICAL BUILDING$FOUNDATION DETAILS Q u u, s DEQ. ID.DEPARTMENT OF ENVIRONMENTAL QUAULITY MAX. MAXIMUM STA: STATION - z o' o F D.I. DUCTILE IRON MH MANHOLE SW SOUTHWEST 12 DIVERSION MANHOLE&HATCH DETAILS W w�awYwa�Yd �a �w a a o a a w a F a¢ h o DIA. DIAMETER MIN. MINIMUM TA TOP OF ASPHALTIC CONCRETE 0 13 VENTED MANHOLE&DROP MANHOLE DETAILS DIST. DISTANCE MISC. MISCELLANEOUS TBC TOP BACK OF CURB Z DR. DRIVE N NORTH/NORTHING TIC TOP OF CONCRETE E1 EXISTING STATION ELECTRICAL SITE PLAN S\ONAL �c W DWG DRAWING N/A NOT APPLICABLE TYP. TYPICAL E2 IMPROVED STATION ELECTRICAL SITE PLAN ��� �cENS �C2 o E EAST/EASTING NE NORTHEAST VC VERTICAL CURVE O O EA EACH N.T.S. NOT TO SCALE VPC VERTICAL POINT OF CURVATURE E3 ONE LINE DIAGRAM&PANEL ELEVATIONS z ELEV. ELEVATION NW NORTHWEST VPI VERTICAL POINT OF INTERSECTION 5151 EMB. EMBANKMENT PC POINT OF CURVATURE VPT VERTICAL POINT OF TANGENCY E4 NEW WET WELL PUMP CONTROL PAIVEL EPA U.S.ENVIRONMENTAL PROTECTION AGENCY PI POINT OF INTERSECTION W WEST cf�la'�1"�' �O N LL EXC. EXCAVATION P.I. PRESSURE IRRIGATION WM WATER METER a° EXIST. EXISTING PL PROPERTY LINE O DIAMETER '9 �TF OF a FFC FRONT FACE OF CURB POB POINT OF BEGINNING o I FIGFINISHED GRADE POC POINT ON CURVE ni FL FLOW LINE IPRQ POINT OF REVERSE CURVE GENERAL NOTES LEGEND o=Ww 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION EXISTING PROPOSED DESCRIPTION �'o 0 z 0uj (ISPWC), THE CITY OF TWIN FALLS SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), AND THE REQUIREMENTS OF THE IDAHO CURB&GUTTER(STANDARD 24 INCH) Z z >TRANSPORTATION DEPARTMENT ITD.THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. o ( ) - - - - - - DITCH Zw0oZfz o n W 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) ON SITE AT ALL TIMES - _____________ EDGE OF GRAVEL z¢¢mij V)z ~uj w of DURING CONSTRUCTION. FAILURE TO HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL o z v w D z THE SITUATION IS RESOLVED. EDGE OF PAVEMENT w 2 z F oo ui f z o�6 o,W ca p W Z z J FENCE(CHAIN LINK) z LL R z�W 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY CITY OF TWIN FALLS PUBLIC WORKS DEPARTMENT ON SITE AT ALL TIMES. ¢0 w a�N - - 2300 - - - 2300 - - INDEX CONTOUR <a z o w o 4. ALL CONTRACTORS,SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. -----_ _ -- o o z�O F, INTERMEDIATE CONTOUR w z w<d W 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON 'a z GAS LINE •� o�W?�o ANY PROJECT WITHOUT TWENTY FOUR(24)HOUR PRIOR NOTICE. L ¢ W a POWER LINE(UNDERGROUND) A♦ u w o o N_ W Lz Z o 6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. AT THE REQUEST OF THE SANITARY SEWER PIPE u¢o o ° APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE TELEPHONE LINE �Q z w a SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL NOTES NO. 1. o w_X oza w -W.L.- - - -W.L.- - - WATER PIPE Ln�0 7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF =x AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING. PROPERTY BOUNDARY EASEMENT 8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN LOT LINE w O ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. oMo N N ROAD CENTERLINE m 9. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A SECTION LINE ^ MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) 0 ^ INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING BUILDINGS cz � O WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). fi 10. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. " GATE(SWING) p > O WHERE IT IS NECESSARY FOR A POTABLE WATER SERVICE AND NON-POTABLE WATER SERVICE TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL ROAD SIGN a SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). STA. STA. TEST PIT 11. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. AR 0 AR Q AIR RELIEF VALVE HYD `/ HYD C(--po- FIRE HYDRANT ASSEMBLY SEWER NOTES �o) O MANHOLE zZ 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16 AS WELL AS THE STANDARDS AND E E PIPE CAP SPECIFICATIONS REFERRED TO IN GENERAL NOTES NO.1. [� O . . . . . .0. . . . . . POWER POLE Q F- w w o 2. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL GRAVITY SEWER PIPE HAS BEEN INSTALLED AND PRIOR TO F POWER POLE ANCHOR w PAVING.THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE SEWER. ® POWER TRANSFORMER w > oN p -> 3. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. D REDUCER a z 2 ® UTILITY JUNCTION BOX O 4. THE CONTRACTOR SHALL CONDUCT A WATER PRESSURE TEST ON THE SEWER FORCE MAIN AFTER INSTALLATION AND PRIOR TO PAVING. THE CONTRACTOR U '" SHALL CONTACT THE ENGINEER A MINIMUM OF 24 HOURS PRIOR TO TESTING. Da D4 VALVE } ti m 0 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 BENCHMARK w WATER PRESSURE PIPE",ASTM D 2241,SDR 21,INCLUDING SERVICE LINES AND FITTINGS o GRAVEL o Z ° 6. THE PRESSURE SEWER MAIN SHALL BE INSTALLED WITH A FINDER WIRE. WIRE SHALL BE A MINIMUM OF 12-GAUGE FOR DIRECT BURY.ALL CONNECTIONS SHALL BE o WITH DRI-SPLICE WITH 15' CONNECTION LEADS AT EACH CLEANOUT AND AIR VALVE LOCATION. WIRE SHALL BE FASTENED TO THE TOP OF THE PIPE AT A CONCRETE zQQ�Q� MAXIMUM OF 10'INTERVALS. MARKER TAPE SHALL ALSO BE INSTALLED BETWEEN 6"&18"BELOW THE SURFACE. THE TAPE SHALL READ"PRESSURE SEWER MAIN 3 M BELOW"AND BE 2"WIDE. Q z w F a o 7. ALL FORCE MAIN PIPING MATERIAL SHALL BE HIGH PERFORMANCE HDPE 4710. = u w 0 0 z 0 8. ALL BACKUP RINGS SHALL BE PRIMER COATED DUCTILE IRON. = ¢ � " H� a a m a m ❑ [i N ❑ a 0 9. THE CONTRACTOR SHALL SUPPLY ALL LID ASSEMBLIES AND THE REQUIRED NUMBER OF RISER AND GRADE RINGS. THE CONTRACTOR SHALL FIELD VERIFY THE a ELEVATION OF THE TOP OF EACH MANHOLE TO ASSURE THAT THE RIM ELEVATIONS MATCH FINAL GRADES. THE MAXIMUM HEIGHT OF THE GRADE RINGS SHALL BE S�pNAL F SUCH THAT THE FINISH GRADE ELEVATION OF THE MANHOLE FRAME AND COVER SHALL NOT BE MORE THAN EIGHTEEN INCHES (18")ABOVE THE TOP OF MANHOLE REGULATORY NOTES 5 N w CONE. p�� GENSFO G2� > 1. IF ANY ASBESTOS CEMENT PIPE(ACP OR TRANSITE)IS REMOVED THE a 10. ALL STATIONING RELATES TO THE GRAVITY SEWER CENTERLINE AND BEGINS AT THE CENTER OF THE FIRST UPSTREAM MANHOLE. CONTRACTOR SHALL HANDLE,CONTAIN AND DISPOSE OF THE ASBESTOS PRODUCT PER IDAHO AND FEDERAL CODE REQUIREMENTS. F 2 11. SEWER CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION: N 11.1 STANDARD MANHOLE-TYPE A,DRAWING NO.SD-501. 2. DEWATERING DISCHARGES INTO WATERS OF THE UNITED STATES c) a"�I'�� �O LL 11.2 MANHOLE COLLAR DETAIL,DRAWING NO.SD-508 REQUIRE FILING A NOTICE OF INTENT WITH THE EPA AND ISSUANCE OF A 0 11.3 MANHOLE COVER&FRAME,DRAWING NO.SD-507 SHORT TERM ACTIVITY EXEMPTION FROM THE DEQ BOTH OF WHICH SHALL /L w> 11.4 THRUST BLOCKS,DRAWING NO.SD-403 a Q BE THE RESPONSIBILITY OF THE CONTRACTOR. REW Y, o� - o a�i GENERAL LIFT STATION REQUIREMENTS w oxw= �__OoW dN-]INCH TRIM ---------- SYSTEM 160 dN-11NCH TRIM --------- SYSTEM,6 Q F FLOW RATE & SYSTEM DATA PEAK INITIAL 60.0 BUOYANCY CHECK z Z SERVICE AREA ACRES 231 w 50.0 60.0 MANHOLE DIAMETER= 12 FEET(INSIDE) °�u)o 3 z DRY WEATHER LOADING @ 3GPM/AC GPM 693 40.0 w 50.0 GROUND SURFACE ELEVATION= 3814.90 uw Z a=6r KIMBERLY BASIN FLOW AT 1.68 PF GPM 1,164 40.0 LID ELEVATION= 3815.11 z¢a ~w 30.0 a 30.0 �z'uLu z I&I @ 10% GPM 69 69 --- MANHOLE INVERT ELEVATION= 3788.96 Lu - o o 0 20.0 --- - ---- -- 20.0 --- - - -- o )Uoxz POINT LOAD-CLIF BAR GPM 785 72 GROUND WATER ELEVATION(ASSUMED)= 3804.96 o w z>~ TOTAL ESTIMATED PEAK HOUR FLOW GPM 2,019 141 10.0 10.0 z w z-_w aowa�m 0.0 0.0 (n 0) �wa'UW 0 200 400 600 800 0 200 400 600 800 1000 200 MANHOLE LID+BASE WEIGHT= 23,810 LB a w z o w o FORCEMAIN CHARACTERISTICS E� L GPM RISER(12'DIA MH=5840 LB/FT)= 143,080 LB o o z I-:o w S4NX-SIMPLEX S4NX-DUPLEX z-w-a PIPE MATERIAL HDPE SDR-17 TOTAL WEIGHT OF MANHOLE(EMPTY)= 166,890 LB w z w a o FORCEMAIN PIPE INSIDE DIAMETER, NOM/ACT 10 IN ./9.44 IN. ■� ~ w a=z uj o z)w E P o NOMINAL PIPE LENGTH 58 FT. DISPLACED WATER= 2,463 CUBIC FEET L z w o of w a EQUIVALENT PIPE LENGTH (1) _- dN-,IN�HTRIM - --s TE W DISPLACED WATER WEIGHT= 153,691 LB ® �z 6e°o EM,da °40.0 z z z a Z-w J O HAZEN-WILLIAMS EQUIVALENT LENGTH(1) 60.0 �\ ¢o o o 1. CIVIL ENG. REF. MAN. LL 50.0 50.0 DOWNWARD FORCE= 166,890 LB ♦V �w�3 w ( ) a 40.0 UPWARD FORCE= 153,691 LB vo a w_X SYSTEM PUMPS 30.0 <30.0 FACTOR OF SAFETY= 1.09 .� o o w -- -- --- - 0200 - - =way EXISTING/PROPOSED PUMPS HYDROMATIC S4NX-41NCH i �'�'1 _ NUMBER OF PUMPS, EXISTING/PROPOSED 2/5 ° 10.0 °10.0 0.0 BUOYANCY RING SHALL BE DESIGNED AND PROVIDED BY CONCRETE SUPPLIER. MODEL NO. HYDROMATIC S4NX500FC-5HP 0 200 400 600 800 1000 1200 1400 1600 1800 0 500 1000 1500 2000 1400 1600 VOLTAGE/PHASE 460/3-PHASE S4NX-TRIPLEX S4NX-4PLEX NOTES RPM 1750 oMo cNn N IMPELLER 7-INCH NOMINAL 1. PUMP CONTROL LOGIC SHALL TURN 1 PUMP ON AT LEAST EVERY 30 MAX SPHERE SIZE 3-INCH MINIMUM MINUTES AND TURN OFF AT PRESET LOWER LIQUID LEVEL. > .6 M OPERATING HP.AT DESIGN-SINGLE PUMP -5 BHP OPERTATING CONDITIONS 2. LEAD-LAG PUMP POSITIONS TO BE ALTERED AT EACH ON/OFF CYCLE. 3. BUOYANCY PROVISIONS TO BE PROVIDED BY CONCRETE SUPPLIER. 00 O OPERATING EFF.AT DESIGN-SINGLE PUMP <0.65 HAZEN WILLIAMS C VALUE C 140 =t = O0 STATIC HEAD FT 21.0 4. THE 2 EXISTING PUMPS SHALL BE REMOVED FROM EXISTING WETWELL w w 4PLEX-4 PUMPS: AND REINSTALLED IN PROPOSED WETWELL. PO N OPERTATING CONDITIONS • FORCE MAIN VELOCITY 9.29 FT/SEC 5. 1 ADDITIONAL PUMP SHALL BE INSTALLED IN PROPOSED WETWELL FOR O . HAZEN WILLIAMS C VALUE C 140 OPERATING HEAD -25 FT(FROM CURVE) TOTAL OF 3 PUMPS. N a ( STATIC HEAD FT 21.0 o OPERATING FLOW -1,950 GPM(FROM CURVE) 6. EXISTING WETWELL SHALL BE MODIFIED PER PLANS AND SPECIFICATIONS LEAD PUMP ON-SINGLE PUMP: FOR FUTURE INSTALLATION OF 2 PUMPS. • FORCE MAIN VELOCITY 2.OFT/SEC WET WELL FILL TIME(BASED ON PEAK FLOW) 2.6 MIN. 7. ENGINEER RECOMMENDS THE CITY ADJUSTS THE FLOATS AS NECESSARY • OPERATING HEAD -23 FT(FROM CURVE) WET WELL OPERATING VOLUME(DESIGN) 5,255 GAL. UPON STARTUP BASED UPON INFLUENT FLOW RATES TO MAINTAIN A WET • OPERATING FLOW -480 GPM(FROM CURVE) DESIRED OPERATING FLUCTUATION(DESIGN) 5.0 FT. WELL FILL TIME OF LESS THAN 30 MIN. LEAD&LAG PUMP ON-2 PUMPS: WET WELL FILL TIME(BASED ON INITIAL FLOW) 19 MIN. • FORCE MAIN VELOCITY 4.4 FT/SEC WET WELL OPERATING VOLUME(INITIAL) 2,720 GAL. • OPERATING HEAD -23 FT(FROM CURVE) DESIRED OPERATING FLUCTUATION(INITIAL) 2.0 FT. Z > Z • OPERATING FLOW -960 GPM(FROM CURVE) O w o TRIPLEX-3 PUMPS: `p • FORCE MAIN VELOCITY 6.9 FT/SEC W.L. W.L. F- z • OPERATING HEAD -24 FT(FROM CURVE) w „ z • OPERATING FLOW -1.500 GPM(FROM CURVE) O oN W a a x 0+00 _ 2+00 S 89°48'25"E __- S --- 0 20+00 20+07 O�� LDREDGE AVE _ �� _ �� _1 S . . . . UELDREDGE AVE R m --------------- Ss J ,_ _- ELDREDGE AVE - '� z Ln BRASS CAP �-___ g - REBAR Q STA: 0+00.00 -G- - - -G - - - - - - STA: 20+07.00 ELEV: 3666.99 6 ELEV: 3814.74 N: 7360.0550 N: 7353.2906 z E: 10000.0000 SITE PLAN DETAILS E: 12006.9873 ° ° a 1. EXISTING MANHOLE x w H ¢ c 2. EXISTING WET WELL o z o } I 3. 1 O'x 14'VALVE VAULT SEE DETAILS SHEETS z z z ¢a z z o a -10- - -F/O- _- -F/O- - -F/O + - F!r) o o z a ° F 4. 12'DIAMETER WET WELL SEE DETAILS SHEETS F a w W. a a N 5 I w ci Y w Y , V N Z s 3 5. EXISTING 18"DIA PVC GRAVITY SEWER LINE o m o a o m o a M o a SS 6. EXISTING 12"PVC GRAVITYSEWER LINE -- - o N 6 9 - 4-- 7. PROPOSED 6"HDPE SR-17 PRESSURE SEWER LINE Ir ALA 8 2 8. PROPOSED 10"HDPE SR-17 PRESSURE SEWER LINE l�,55 ENS FNoz o - - E 9. PROPOSED 4'DIAMETER MANHOLE ! F a o 10. NEW 6'HIGH CHAIN LINK FENCE o ® 11. MANHOLE VENTS LL S 11 5151 - o s io zo _ 12. REMOVE EXISTING CHAIN LINK FENCE HORizoNrn�(FT) 12 13. PROPOSED GRAVEL SHOULDER SLOPED TO MATCH CA-9-4(" O l - - EXISTING FINISHED GRADE .� 14. PROPOSED MANHOLE WITH PLUG AND CHECK VALVE 9zlzO TF OF o w 10 - 7 14 RE_w K�M o o a a w N w w w-,m� W E �Loaz 0 ow, �H U O a>7w� 3 Z c� —O�z 0 2.5 5 10 Z w 0 W— HORIZONTAL(FT) Lu Z Q¢ ~W C9zUw�z n zo Z x — w -~2 Z �F-w 0+00 2 00 SREDGE AVE / 20+00 20+07 a o w a i,-w _ ���- , ELDREDGE co — — 89°48'25°E — — — —' O —1 (n as z a o w S __ --- SS / CD W LL 1 O O W ELDREDGE AVE SS -- —�w�a LL ELDREDGE AVE — =w Z~a 7,o BRASS CAP �� ss I REBAR •i o w-w z o STA: 0+00.00 ELEV: 3666.99 SS STA: 20+07.00 F-Z W z N ELEV: 3814.74 W Z o o 7 o N: 7360.0550 ---------- ---------- N 7353 2906 m a =z / a E: 10000.0000 G — — —G— — G— — — —G— I E: 12006.9873 o Z Lu K W a J —G— — —�—G— uj •� wmow OM C 00 Lcu 000 N N i d > cn RETAIN&PROTECT O0 00 EXISTING FIRE HYDRANT I I w w OCq 8 ' o 10"PRESSURE SS F/O— +00.85 = -U.=/O —F/O —c —�O—T 18"PVC GRAVITY LINE 38.58 RT. (INSTALLED BY OTHERS)` � v w - SS }o Cn T \II Z z EXISTING 12"PVC GRAVITY LINE �f I� O t+98.55 o=44.84 RT. ��o P 14' E� on - z o 0 - _ o 200+52- oC\I. w > o w s 0 MANHOLE VENTS - - O a 3 O 0+12.04 3 I 52.05 RT. • ~�_ ._`v. r c:,.., m a IMPORT3/4'MINUS CRUSHED ROCK 1 w N GRADE TO MATCH EXISTING GROUND �\� so o w (3"MIN. DEPTH) - TEE o /MATCH EXISTING 0 3 p CONCRETE SLAB Z a®®®® U q y o SSMH WITH 6"PLUG AND CHECK VALVE ° u 6'CHAIN LINK FENCE ry YCY 7LY7SY7LY o o a 3 za O3x w z (INSTALLED BY OTHERS) 6"PRESSURE SS REMOVE EXISTING FENCE o m o a o m o a w A A a w W 0 AT T AT AT AT AT AT AT AT AT AT AT AT AT AT AT AT 55\oNA L Fiy 0 �EN,6 O C� z / 0 a ti RETAIN&PROTECT EXISTING 1 PARKING BUMPERS � 1_ �151 �0 N gTFOF\OP'�� ¢W kE KwY, 00 O a a w j N c. 2+00 ELDREDGE AVE _ 3c+00 _ W o = --. S 89 8'25"E SS �� d s� 0 w�0�ci ss W E O>ZwRZ —G— — — — I -_ � ZZ Ja Q Lu,WwU'D;3F,0 wZ ss woa� G 7zUw,zU w21(n U�1-o3 Lu � �I 02Z H W 0 10 20 40 aowa�-w V)wo W�U W QaZow w la HORIZONTAL(FT) 0) o o z 7 o 0 SSMH#1 III zwwaaLno F/O— — —F/O = /O F/O + _ n.�_ �� � L z W,o z } �� o2w?",o p0¢ SS HH#2 WET WELL Q r z?��o� RIM:3814.983S - F m Q o O Z x S INV:3803.10(IN) o b — W -Q r�: W INV:3803.05(OUT)-- -- o+ j oo z a o w a ------ -- 0 200+52— p o .� _w 0 co - 0 o NO � 00 C OMO N VALVE VAULT CN O SSMH WITH SINGLE PUMP FORCE MAIN VALVES maw 382 3820 EXISTING GROUND Z SSMH W/CHECK AND p 3 0 PLUG VALVE cn of STA:200+51.76 w ° W 0 INV:3809.00 P-' w 00 RIM:3815.00 381 3810 w o d N ° 1O0N w Z O 6"HDPE SR-17 TEE W/PLUG AND U PRESSURE SEWER CHECK VALVE �+ o LINE @ 0.25% STA:200+51.76 Z INV:3810.11 3 EXISTING 12" a N380 GRAVITY SEWER SSMH#2(INSIDE PRESSURE PIPE) 3800 ° o Z STA:200+00.00 Z a®®® RIM:3814.98 a o S INV:3803.10(IN) o a W INV:3803.05(OUT) WW u a y w U A U A C7 Z C7 C7 Z Q = W 379 3790 as a Z Ca °'m no N Otn Q 0 5s\o NA L FN ENSF� 37899+50 200+00 200+50 201+0080 1 5151 I�3-9—I(, �O EAST - WEST 12 IN CENTERLINE PROFILE STA: 199+50 - 201 +00 '9 9TFOF�pP ui U ¢W 00 O a a w W W _ _ wH 00= H O O I �D0 z z °(6~ w 0-W. w � o>zw. HYD C �-V�.L. m z w o w z z¢¢�~w 0 0 10 20 40 Qo&o2Z 200+52 I w I w w ~ I owz>�w 0 HORIZONTAL(FT) a o w a 3 nwi U) _ az16wo U1 u- w LL I�O W I . v oOz��� ° C mw-ww-wLL LL wza IEXISTINGWET WELL 'o w zg aoo SSMH#113 zz(DIVERSION MH) > aoo =100+00 00+61 a� CD ya �Or+ o zwx¢ a z b I o w — EXISTING MH w =W a co lx] w T � W 00 t O00 l\ � 00 .� w D ON $3TRUCT Di N w10 NO '5 o cz NF- aw 382 3820 EXISTING GROUND z o SSMH#1 O 381 STA: 100+19.74,0.0 - 3810of RIM:3814.50 00 cn o 0 W INV:3794.98(OUT) v�l z w W o o S INV:3794.98(OUT >O c" O a a a O 380 3800 z Y 3 a m ¢ o EXISTING WET WELL 3 STA: 100+05.50 r a w o of 0 w Z INV: 3794.93 EXISTING Z Q®®®® 3 34.12 LF 8" PVC PIPE 6 379 9.79 LF SLOPE=0 41% 3790 A A W 12" PVC PIPE o SLOPE=0.41% o u a z� Z c, cz�;z�Z °¢ cza Z NOTE:SEE DETAILS FOR STRUCTURE ELEVATIONS w 3780 3780 2>\ONALof F 2 99+50 100+00 100+50 101+00 5 o ti NORTH - SOUTH 8 IN ALIGNMENT CENTERLINE PROFILE STA: 99+50 - 101 +00 a NOTES �a51� 10 a 1. CONTRACTOR SHALL VERIFY INVERTS ON EXISTING SEWER GRAVITY a '9� OF SEWER PIPE PRIOR TO INSTALLATION OF SSMH#1 F !G� STATION EQUATION: ORS K�M� 00 SHT 6-SSMH#1 STA.100+19.74=SHT 5-SSMH#1 STA 200+49.02 O a a w N cI w�m� 0 10 20 40 ��OoZ W E Q OWE°� U U Z U H Z HORIZONTAL(FT) o W D)E3 3 w ZwpwwZ > <n1¢a-1W S 0 Lu CZ-729Woz wI9LO C`J O ill w 1+oo Z Z— _ --i _ _ 2+0 AV EDGE E p w_ , _ Z o W Q W S 89°48'25"E SS �0 a w LL Z 10 w-w —G— — — —G— G G— SS - =w-¢(nO _ _G_ _ ui - _ SS G — - G —G L Qfo?Uo UO SS zzFwZ� SS 10"HDPE SR-17 PRESSURE LINE 1%4"FIBER OPTIC W Z O O U5° CONDUIT _ SS — oa�K~= STUB UP&CAP pZadwa -- __- SSMH#1 1%4"FIBER OPTIC ------- I a ■ w mw a-w ----- _______________ _ _-- (CONNECTED T I EXISTING 18" p CONDUIT TEE I ~=a GRAVITY SANITARY SEWER) i- �n � � —F/O— — —F/O— — —F/O �. .._ _ - — —F/O— -F/O— F/O SS SS SS 18'JPVC GRAVITY SANITARY SEWER(INSTALLED BY OTHERS) 00 — - - - - SS SS SS EXISTING 12"GRAVITY SANITARY SEWER SS SS --- SSMH#2 ^ (CONNECTED TO EXISTING 12"� - - o o - GRAVITY SANITARY SEWER) MANHOLE VENTS P' 12'DIA.WET WELL TEE n 6"HDPE SR-17 PRESSURE LINE EXISTING WET WELL w VALVE MANHOLE FOR SINGLE 10'x14'PRECAST VALVE VAULT PUMP FORCE MAIN w z o 382 3820 ° SSMH W/CHECK AND F" °l� ER ° EXISTING GROUND @ CENTERLINE PLUG VALVE z W Of STA:200+51.76 F• o ° w INV: 14 3809.00 w > o 5 0 RIM:3815.00 a Ox ` w a Z a w 3 381 10'x14'PRECAST VALVE VAULT 3810 OU w o d a m ¢ 3 36 LF 6" 36 LF 10"HDPE SR-17 @-0.5% HDPE SR-17 z @-0.25%u 0 Z SSMH#1 Z Q®®®® 380 SSMH#2 STA:2+00.93,49.01 RT. 3800 RIM:3814.98 RIM:3814.98 W w S. INV.:3803.10(IN) E. INV. :3810.51 a ° W.INV. :3810.41 q u a °li �Z ° 0 Z S W. INV.:3803.05(OUT) z Z cz 5 0 U z EXISTING 12"GRAVITY omoaomoowNAMAa SANITARY SEWER 0 379 3790 TONAL � gS Fib N r ° NOTE:SEE DETAILS FOR STRUCTURE ELEVATIONS 15151 a 378 3780 N�3-9-4v �O M N 1+50 2+00 2+50 3+00 y OF SOP' ELDREDGE AVE CENTERLINE PROFILE 0+00 - 3+00 tioRK�M� W U Q WEW 0 O O a a w W c. W w�pwp� �_Ooz NOTES: 0 w p_ 1.LID&HATCH ASSEMBLIES NOT SHOWN FOR CLARITY. o>z w�z °5LnLU3° zwoowz 2.GRAVITY PIPE BETWEEN WET WELLS NOT SHOWN FOR CLARITY. z a a 1,w 0 z U w,z inOzx�O o— '] REMOVE EXISTING'_SUBMERSIBLE C PI I�APS&RCIAICTAI I IINPR(1 /l ul PROPOSED 0 O ° W— WELL. (no 12'DIA.WET C,wi KZ§W O Q (00) `nazoowo 4.CONTRACTOR SHALL RETAIN&PROTECT EXISTING WET WELL W u-O IL Q W EQUIPMENT INCLUDING GUIDE RAILS. w-Z w�as� �wwaa(nz 5.CONTRACTOR SHALL INSTALL 1 NEW SUBMERSIBLE PUMP AND �i z w w z u° wOKWH DTI IE 2 EXISTING PUMPS FROM EXISTING WET WELL. � a u�i LLI°O N z—u-D0� wz007)0 6.CONTRACTOR SHALL BYPASS EXISTING SEWER FLOWS FROM < w m EXISTING WET WELL DURING CONSTRUCTION TO A MANHOLE °o z a z w Q DOWNSTREAM OF EXISTING&PROPOSED LIFT STATION AS REQUIRED. uj �� rn w 0 w NEW 48"DIA. w of *7. EXISTING PUMPS SHALL REMAIN IN EXISTING WET WELL.ONCE DEMAND w a o MANHOLE DICTATES ADDITIONAL PUMPS SHALL BE INSTALLED IN 12 FOOT DIAMETER f WET WELL. 6"VAL MATIC FLG X FLG DIRECT 10 18"GRAVITY NUT OPERATED PLUG VALVE w O 't "t (TYP.)OR APPROVED EQUAL c oMo (INSTALLED BY OTHERS — 10"HDPE SDR-17 FORCEMAIN 10"HDPE SDR-17 cn FORCEMAIN r M NEW 48"DIA. 12'DIA. (INSIDE)PRECAST 44 c00 V O CONCRETE WET WELL 10 II 10'X 14'PRECAST 6"VAL-MATIC SWING FLEX FLG X -� O o0 MANHOLE LIOJ VALVE VAULT 8"X10" FLG CHECK VALVE(TYP.)OR w N REDUCER APPROVED EQUAL N ai EXISTING 12"GRAVITY SEE NOTE*7 CIA3 w EXISTING 8"SEWER PIPE 8"MAGNETIC E- p. FLOW METER 8"D.I.SPOOL -- - - EXISTING 6'DIA. (INSIDE) MANHOLE VENTS i I y 6"H DR-1 - PRECAST CONCRETE WET WELL I 8.5' � 6"HDPF DR- CLASSIFIED AREA z a \ I I N A \1 i O y 8 D.I.SPOOL g ( O A p o_ / 14"SDR-35 * DRAIN PIPE — — I — \_. * o 6"HDPE DR-17— - P- END a--- -------- -------- vl w Ca z z o L------ - 17 w > 5 rq CLASSIFIED AREA CORE DRILL NEW PIPE EXISTING SUBMERSIBLE PUMP(TYP.) j a PENETRATIONS AS (SEE NOTE 3.THIS SHEET) p a SUBMERSIBLE PUMP(TYP.) 6"X 6"TEE I REQUIRED U w o (SEE SPEC&NOTE 5.THIS SHEET) X WATERTIGHT RUBBER BOOT ASSEMBLY(TYP.) 10 W ELECTRICAL POWER CABLE IN- w CONDUIT PER ELECTRICAL -- ---- --- -- - - __ _- - - -' 0 _-------___-_ o ' DRAWINGS -P -` 8"D.I. 90*ELBOW W/CAM - -- z — 6"HDPE SDR-17 FORCEMAIN STYLE QUICK CONNECT Z ®®®® PLUG VALVE& COUPLING&CAP a LONG RADIUS BLIND FLANGE 9 o CHECK VALVE y a y '-, 6"HDPE 90'ELBOW INSIDE MANHOLE °w zU �J G Z m o ¢ 3 z o 4= w U F LONG RADIUS AmoaomoowNAMAa w 6"HDPE 90'ELBOW w 0 SRO NA L F VALVE VAULT & WET WELL (PLANVIEW) ��5 �GENSF Nc� SCALE: 1"=6'-0" I N 0 15151 N a cPj 3-9"k XO �TEOF�OP'�� `¢W 00 O a a w FN1.--A-LL S: NOTES CONTINUED: w m= EXISTING WET WELL COMPONENTS SHALL BE RETAINED&PROTECTED CLASSIFIED AREAS ARE AS FOLLOWS: ��'°,z 0RING CONSTRUCTIONS UNLESS OTHERWISE STATED. A. WETWELLS:CLASS 1 DIVISION 2 FOR ENTIRE SPACE WITHIN a w o c t z �UZU-- THE WET WELLS 0> w w UW--30 2. REMOVE EXISTING 4"STAINLESS STEEL DISCHARGE SPOOLS. ?(n z W,_R B. VALVE VAULT:CLASS 1 DIVISION 2 FOR THE ENTIRE SPACE z¢¢W,w C9zUw,z 3.CONTRACTOR SHALL BYPASS EXISTING SEWER FLOWS FROM u,0 z m o FD EXISTING WET WELL DURING CONSTRUCTION TO A MANHOLE C. WET WELL VENT PIPE . CLASS 1 DI ION 2 FOR A 3' `L o�i 0 =z pWz��w DOWNSTREAM OF EXISTING&PROPOSED LIFT STATION AS REQUIRED. DIAMETER FROM TH WET WELL VENT O EING z LLo 9 Q§w CLASSIFIED AREA 4"STAINLESS STEEL VENT a a z o w wo PIPE ooWFfwR mZ�4a0 6"DI TEE W/PLUG AND CHECK VALVE TO SOUTH CLASSIFIED AREA ■� ~m vi a=z o�w?HO INSECT SCREEN L a w o 0 N CABLE HOLDER UPPER GUIDE BAR BRACKET Q z z u-w z- wZ0070 )°o mzm GRADE 2. EL: 3815.11 RIM EL:3815.11 RIM EL:3815.11 EL:3815.11 o a w?X a PROPOSED CONC.S AB - o z 0a.o w Lu .rm _wed w a 8"D.I. 90° ELBOW '« _ W/CAM STYLE QUICK CONNECT ". mui o 00 COUPLING&CAP 4' cMn N MOLDED 6"90° HDPE ELBOW W/FLANGE '' 6"X4" .. DUCER C 00 c� MOLDED�r90°HDPE ELBOW W/FLANGE ADAPTERS > M ' ADAPTERS(TYP) :------------------------ M wl (AS REQUIRED) 00 .. FN O EL:3810.11 6"HD E R-17 0 0 0 6"HDPE DR-17 EL:3810.11 w w " JT GOG DRAIN PIPE END- EL: N a w EL:3808.11 6"HDPE DR-17 :j 4ID10PIPE SUPPORT(TYP.) SSMH WITH FREE DRAINING BASE -SLOPE FLOOR SLIGHTLY TO FLOOR z DRAIN 4"PVC SDR-35 2.0%MIN. OZ v o d REMOVE EXISTING 12"PVC SDR-35 GRAVITY LINE r a wo 0 HIGH WATER ALARM- L:3794.78 REMOVE EXISTING 12"PVC AND GROUT w W N 5 0 PROPOSED 12"PVC INLET 0 INTERMEDIATE GUIDE BAR FILL VOID W/NON-SHRINK GROUT EL: 3794.93 Z BRACKET PER MANUFACTURER'S 0 a ai SPECIFICATIONS(TYP) a"HnPF nR-17 U o , 0 6"HDPE DR-17 EL:3794.93-HIGH WATER ALARM o EL:3794.72-LAG PUMP ON ti 9 m� ' W LAG PUMP ON-EL: 79 .72 CORE DRILL EXISTING WET WELL AS REQUIRED EL:3794.47-LEAD PUMP ON a 0 3790.96 y a o LEAD PUMP ON-EL: 799.47 I EL:3794.78 o Z INSTALL 12"PVC SDR-35 GRAVITY LINE-@-0.�3 Z a®®A AA DUCTILE IRON 6"x 4"ECCENTRIC 3791.16 EL:3790.71 LAG PUMP OFF LAG PUMP OFF-EL: 7 .71 REDUCER EL:3794.93 W LEAD PUMP OFF-EL 37 9.96 �"x a" EL:3789.96-LEAD PUMP OFF q A F o ° o DUCTILE IRON 6"x 4"ECCENTRIC- g EL:3788.96 SLOPED WET WELL PERIMETER JJ REDUCER ° " z z O FILLETS 10 EL:3788.96 omoaomowNMa w w w 0 CONTOUR GROUT AROUND BASE PLATE ANCHORS TO PROVIDE FREE ACCESS TO 55�oNAl FN o MOUNTING BOLTS ��' GENS �'/�, a ti 3/4"ANCHOR BOLT(2" PROJECTION) 15151 0 ILP 9-4(. �o M� AA VALVE VAULT & WET WELL (SECTION VIEW) y '9TFOF w U 8 SCALE: 1"=4'-0" 00 RON ' O a a w Lu ww W I ♦ M F- �0 it .�-oz cl 0 U)�- L" 0-LLj 0 F-: w()Z(.) 05(nLuaf (.)it—al 3: ZWO'LLJE Z owf z d L 3" (D z u 'z (n RADIUS=Y2"PLUS Lu W -0, 0o zw 3"XY4"THICK SADDLE PIPE RADIUS o w Z>- z 0, Z Lu GROUT a.WZ Wo LOU Cwl I c 1)/4"STAINLESS STL. Lu LL Lu 00 GROUT00 PIPE THREADED STOCK Z-LOK BOOT 4'PVC OOT lw at I Z-LOK BOOT < U) G-3 B UJ z CONNECTOR FSDR 35 PIPE ADJUSTING NUT HDPE PIPE SYSTEM -12"PVC SDR'5 CONNECTOR 71 OZ 5 0 ELEVATION CONNECTOR af 0 w u-~ .. roc 'w'•:ive;-•`< QAi♦ Ua � Op F- 1--3"X 1Y2"DUCTILE w OZ u) 0 0 PIPE REDUCER z , m: 0 uj z OoFno L) z F'-3"0 STIL.PIPE I 0 z 0 W-x '4 ui W W 7"0 STL 7"0 STIL.PLATE CONCRETE GROUT Fu LL Of opaopaa- CRETE WALL CON WALL 1"NON-SHRINK GROUT INTERIOR NOTE: CONCRETE SLIP ON FLEXIBLE CHECK VALVE 00 3/80 STAINLESS.4ALT.. HDIPE PIPES NEED SEALS. WALL a) m _Q 3"HEAD REQUIRED TO OPEN mui Z m ADJUSTABLE ANCHORS(4 REQ'D)j 00 > NOTE: PLACE PIPE SUPPORTS AS SHOWN ON PLANS 00C) 00 AND AS DIRECTED BY ENGINEER. ® w w �N maw I 'Of FM PIPE SUPPORT DETAIL FF WATER TIGHT BOOT ASSEMBLY DRAIN PIPE END DETAIL LIFT STATION INLET DETAIL L10 j SCALE:N.T.S L10 j SCALE:N.T.S L10 10 j SCALE:N.T.S j L_ SCALE:N.T.S C 0 NOTES: 11 1.CONTRACTOR SHALL VERIFY DIMENSIONS FOR ALL PIPE PENETRATIONS THROUGH VALVE VAULT WALLS. H v Of Z or 2.ALL DIMENSIONS ARE TO CENTER OF PIPE. L)ow > A > 'o 0 U) Ln 0 z zo u U5100 CF) aD col-,t FD N 7 7 -:Icq 50 F_ ci c C? z C) co o 9 ❑ KEYWAY REQ'D u 0 ID z u . 2 3: z Z W 50 < 6" —6" 1ama < 0 S\ONAL Fti z 0 0GENS 0 T 'o -1 q lFOF 9 P try VALVE VAULT PENETRATION LOCATION DETAIL JJ SLOPED WET WELL PERIMETER FILLETS L10j SCALE:N.T.S _10) SCALE:N.T.S 12 UTMETAL WALL CLADDING ---------------- 2 w P m END WALL RAFTER L o of z �w awou)0E- l-z S ty 05(nwo a c, � - \ z �3 PERLIN J z m Z w W. 'b END WALL GIRT zaaa,w .� c9ztiwoz uj zxo� wW-~xz ooz �w Z LL EE Z LL I aowa�_co 'In aZpwp METAL ROOF CLADDING o o z ujwa'a0 m w rwa z �i o�w?�o Q�W00 000 Z?LL w O_r, a 2 z 2 A H w j Z Q 0 W—X oza w ■� =mw� �wa� � uj00 DD N Q 00 - N 'ci- �., w N END WALL POST N 3 O cad NOTES: 1.WEST&SOUTH WALLS SHALL HAVE METAL END WALL GIRT WALL CLADDING PER PROJECT SPECIFICATIONS. 2.BUILDING SHALL OPEN TO NORTH. .-a 3. BRACING NOT SHOWN FOR CLARITY. H w 4.SEE SPECIFICATION SP-200 FOR PRE-ENGINEREED z z o STEEL BUILDING. WE a BUILDING LAYOUT Q z Of SCALE:N.T.S " o Ww o 0 -- 0 cv ai z 1 Al � a z z DID RIOT CONSTRUCT � � 3 as m 0 U) W #5 BARS @ 18"O.C. E.W.(TYP) 6"OF%4"MINUS CRUSHED ROCK N P. o > �p z z 4 4 �1 FINISH GRADE I I lozi�®:Ll #5 �@ 2'-8"OC o�o�Jo 0 0 0 0 0 � o 0 0 0 0 0 0 0 0 'o 0 o W � 3 � U M #4 @,' OC �O�O ��O�O� ��O�O�O o u #5 2'-8"OC � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � o I= Z @ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o f 2 zo F O�O�COCO � Sf`F�UCTU�tAL�AEIf�ILL O�O�COCOC� EXISTING GRADE 3 W b N w w #46ARSTYPJ � 2"MINUS PIT RUN � amaaamaa �Na? aa w o O O O O O O o� O O O O 2 _ > 6"LIFTS COMPACTED TO _- >0 3 � ���� 95%STANDARD PROCTOR s o 0 0 0 o o -1-1 s�E S�oNG,�� >o 0 0 0 0 llili TYP 91,�1-6 � EXCAVATION LIMITS a (OVER EXCAVATE BY 12") Nola"�l"15 �O "9 qTF OF SOP'try TYPICAL BUILDING FOUNDATION &-WW W U Q w o a SCALE:N.T.S J i a w • W 2 W w H H m STD. MANHOLE O o z FRAME&LID °ul wp�wc� ° U z W z 05��2�(7 CONC.COLLAR STD. MANHOLE FRAME&LID ? z w J Q d W of zQ w ° 2 z(z)W z ° LLLLLLL REINFORCED CONCRETE LID w ~=z VALVE ACCESS LLLLLLLLL -U)C7 OF w LLLLLLLLLLL 3814.50 ❑W z> -� MFG.BY EJ LLLLLLLLLLLL ¢O W Q L LLLLLLLLLLLLL YY p 0 U w FACE:#29602 LLLLLLLLLLLLL al Q a w<z O w w LLLLLLLLLLLLLL w LL-w C)w ASSEMBLY:#2960A 0 O Ozw Z WITH 6"O HOLE im = W X a Q -LLLLLLLLLLLL p LLLLLLLLLLL FwaLLLLLLLLLLLLL ° LLLLLLLLLLLLL Lu LLLLLLLLL +� ■■� w- =z LLLLLL SOIL L. O w w z~O Z w H 1 14 Z Q�wOoQ co H Z W z4 L, ':IL.... . .L . . I ., N GROUT REQUIRED �z o=o 0 EXSITING 8" o a zLu a uj oza w o z ■ K W a POURED IN PLACE ~ = CONCRETE BENCH MANHOLE LID DETAIL 72"MANHOLE BARREL VARIES O o0 SCALE:N.T.S 12"AQUANOX SERIES S IN HEIGHT SET IN CONCRETE BASE m N STAINLESS STEEL o q q SLIDE GATE(2 TYP) Q1l b (OR APPROVED EQUAL) 00 -- � wwCDo ANEW 12"TO ' Oo OJ N WET WELL LL FLOW 3 � w 3794.98 °. 4 Q.. --- ---- ---- -- --- ----a.-7t-�.. MANHOLE BASE VARIES IN GROUT REQUIRED °\1----a --— ---- - ---. -- ---------L/ ° m HEIGHT WITH SIZE OF PIPE a d H COMPACTED a °a SUBGRADE Z Ca Z 12"AQUANOX SERIES S 0 8'-0" Q u L STAINLESS STEEL °°1 NEW 12"TO a SLIDE GATE(2 TYP j 1 WET WELL DID NOT CONSTRUCT F z W F" z o (OR APPROVED EQUAL N o v) k] oof "i 9 N o 00 > o JJ DEVERSION MANHOLE (PLAN VIEW) DEVERSION MANHOLE SECTION A-A a a z " z L12J SCALE:N.T.S SCALE:N.T.S u � z 0 STANDARD SIZES �— m Q w WIDTH LENGTH MATERIAL STYLE LOCATION O > F R CHS2 48" 72" ALUMINUM DOUBLE LEAF WET WELL Ca o 0 z CHS2 36" 48" ALUMINUM DOUBLE LEAF VALVE VAULT RED VINYL LIFT HANDLE AGRIP z HINGE BRACKET ALUMINUM EXTRUDED %"ALUMINUM DIAMOND a FRAME(WELDED) PLATE OVER PADLOCK CLIP q y w S2 a o AUTOMATIC HOLD o z VA AUTOMATIC off" OPEN ARM °z a ° z°o � zo � 5 H = W aq�a amaaamaa�'"�cbA? Ama � D D D a< ZAI SLAM LOCK ��SVONA� HINGE SIZE(WIDTH) x �GENSF STRAP ANCHOR a o a o a o a o D D D D� �O �- MASONRYOPENING 0 0DoQ.Da�.z a Z a 4 NOTE: 'Z�a 1. ALL HARDWARE TO BE ALUMINUM,PLASTIC OR CORROSION RESISTANT MATERIAL. TORSION/CAM OPERATING MECHANISM (p �0 2.ACCESS HATCH SHALL BE CHS2 ALUMINUM HATCH BY EJ,OR APPROVED EQUAL. Q �oQ �Qa z�aQ '9 F 0 �� KK WET WELL &VALVE VAULT ACCESS HATCH 12J SCALE:N.T.S NOTES: w o=ww F�m� 1. ALL FITTINGS AND VERTICAL PIPE SECTIONS SHALL BE OF <L0 0 o z THE SAME SIZE AND OD AS THE INFLOW SEWER MAIN. a w 0 r v E U Z U r Z 05 wfr 0ir -3: � KEY NOTES: 2. MODIFY BASE CHANNEL AS REQUIRED FOR MULTIPLE z L z 0 w z mij 1. 180°SWEEP ELBOW, HOT DIPPED GALVANIZED INLET PIPES OR 90'INLET PIPES z¢a w L)Z U w,z 2. #14 WIRE SCREEN ELBOW NON-CORRODIBLE 3. VENT MANHOLE PER DETAIL LL o° o°z 3. FASTEN TO POST W/3/4"GALV.BRACKETS&LAG BOLTS(TYP.) z LL z�w 4. NEENAH WATER TIGHT MANHOLE LID MODEL(SIZED TO FIT) 4. ENTIRE MANHOLE COATED WITH SPRAY-ROQ LINER a 0 w a r co Nazowo 5. EXISTING/PROPOSED GROUND w w 6 LL o w 6. 2"TO 6"MANHOLE GRADE RINGS(RAISE TO GRADE)AS REQ. SURFACE z-W w a PLACE SEALANT BETWEEN GRADE RINGS AND CONE AS RING&COVER ■� ~�'a=oz oDwKP0 RECOMMENDED BY MANUFACTURER. FOR RETROFITS-REMOVE PRECAST CONCRETE L z fr w o o a ADJUSTING RINGS �z 0�w z'J &DISCARD EXISTING MANHOLE LIDS, DAMAGED GRADE RINGS. W z-w�0 wz0070 7. 2"SCH 40 GALV.STEEL ;\\\\\\\\\\ \ \ �a�31D 8. CORE DRILL MANHOLE CONE SECTION AS REQ.GROUT AREA %; 0 z a o w a BETWEEN VENT PIPE&CONCRETE SECTION WITH NON-SHRINK ±w a GROUT. MORTAR _ 9. 90°ELBOW x PRECAST CONCRETE cn Q `p 10. 4"x4"x8'PRESSURE TREATED LUMBER POST ECCENTRIC CONE > C It °O 11. PROPERTY LINE/ROW Q <- M N 12. 4'CONCRETE MANHOLE WATER TIGHT RUBBER REMOVABLE 6"CAP > oo Y N 13. 6"OF 3/4'DRAIN GRAVEL BOOT ASSEMBLY M 14. LOCATE VENT RISERS AT 1-FOOT INSIDE THE EDGE OF 4 0 0 RIGHT-OF-WAY OR EASEMENT. 6"HDPE FORCE MAIN w �t *ENTIRE MANHOLE COATED WITH SPRAY-ROQ LINER PREFORMED PLASTIC GASKET C-Ao .�: o (TYP.ALL JOINTS) a fS INV. 3810.51 (2 PER JOINT) GROUT JOINTS INSIDE&OUTSIDE (TYP.ALL JOINTS) CIO 1 14 6"HDPE TEE F W ASTM C-478 Ca 2 MANHOLE SECTIONS O o ri PIPE SUPPORTS TYP Z ( ) v- ,,__CONNECT GROUT BASE TO BARREL [� z � . o4 5 SECTION ON INSIDE zn W a z w of -_III 1 i 6"HDPE FORCE MAIN C)(LENGTH AS REQUIRED) WITH WATERTIGHT6 RUBBER BOOT SUPPLIED BY OU .a PRECAST MANUFACTURER HDPE LONG RADIUS 90'BEND--_. Q m Q 8 7 F Q U :... z ow EXISTING 12"PVC > - ------------------------ GRAVITY SEWER 10 i i \ INV. 3803.00 A w COMPACTED GRAVEL AS REQUIRED Y u m a w 12 CAST-IN-PLACE FOR FIRM SUPPORT UNDER BASE. x u w Q Z CONCRETE BASE (PER SPEC) Z Z ° z a w 4 z 0 z a 3 z m 3 3 6"FORCE MAIN OUT � � � Y � � s < z N a u� N o m o a o m o a u'. o o a + •s �13 INV. OUT 3803.05 J .. - ------ ---- --- SS\ONAL FN o�� v\SENS c�2 "51 LL VENTED MANHOLE (ELEVATION VIEW) 5 �1 MM 6"VENTED FORCE MAIN OUTFALL MANHOLE N�a"�" �O L13J SCALE:N.T.S L13J SCALE:N.T.S ATE OF\lD ��REW K�N`� A AMPERE5 AC ALTERNATING CURRENT 5HORT SLASH FOR EACH Tech AFF ABOVE FINISHED FLOOR UN6ROUNOEOCONOUCTOR HOMERUNPANEL $ El EXISTING STATION ELECTRICAL SITE PLAN n engineering, Inc. mm" < AFG ABOVE FIN15HEO GRADE CIRCUIT VE516AIA TION \DNA E o gygggp AIL AVAILABLE INTERRUPT CURRENT UNMARKED CONOUIT5 NEUTRAL A 2,4,G • EZ IMPROVED 5 TA TION ELEC TPIGAL PLAN Gj� S T (1 368 5ID.FIFTH AVE. o AT5 AUTOMATIC TRAN5FER 5WITCH CONTAIN#12 CONDUCTOR5 GROUND �� F CfiTAR10,OR 51514 a . AWG AMERICAN WIRE GAUGE A5 ROD OR INDICATED 1 boa': '442 0 X- Qt c CONDUITE3 ONE LINE DIAGRAM E PANEL ELEVATIONS a 2 (s41)ee4-5411 LL §£ CB URGI)lr BREAKER PANEL HOMERUN- Aye CKr GIRLUIr GROUND,NEUTRAL t E4 NEW WET WELL PUMP CONTROL PANEL $ LLj 0 708,fb3-43D0 7y CLG CEILING 1 3 PHASE WIRE5 5HOWN F OF O F:(54U eas-2014 � L16Hr1N6 OR I 4-12-3/4 ,Q V) EA EACH POWER OUTLET �� ` �K TER Lu G GROUND _ EXISTING \\ 5IZE OF a SHEET Y GFI 6ROUND FAULT INTERRUPTER O- ��- `51ZEDOF ELECTRICAL SHEET INDEX EXP.: OCT. 31, 2015 Cl C lac GRG GALVANIZED R!G!D CONDUIT JUNCTION BOX i W•— hqa INDICATE5 UN5WITCHEO CONOUCTOR5 I HID HIGH INTEN51rY DlSCHAR6E POWER BEYONO TO CONCEALED 4� ` ADDITIONAL 5WITCHED IN FLOOR NUMBER OF g J/JB JUNCTION BOX CIRCUIT(5). OR UG CONOUCTOR5 o W KW KILOWATT C6 Q kWH KILOWATT HOUR • INDICATES M.UL 7lPLE HOME RUN CONNECTIONS TO THIS PNL LOCATION. SEE NOTE OR PANEL 5CHEOULE FOR ADDITIONAL LOCATION5. - --- - —- ------ - --- --- w M MAGNETIC CONTRACTOR COIL MCC MOTOR CONTROL CENTER - -- - -- -- - - -- — - _ - g MT MOUNT M79 MOUNTED CIRCUIT &T MBOL DETAIL I UTILITY PO*llER POLE 4 ® s Al NEUTRAL I TRANSFORMER BANK � NG NORMALL Y GL05EO NEC NATIONAL ELECTRICAL CODE NO NORMAL L Y OPEN NT5 NOT To SCALE NORTH OH OVERHEAD GENERAL NOTES OL OVERLOAD REGPT RECEPTACLE I. THl5 5ET OF ELECTRICAL DRAWING5 INTEGRATES I R65 RIGID GALVANIZED CONDuIr THE WORk OF THE ELECTRICAL AND CONTROL 5Y5rEM E L D R E D G E AVE. RMC RIGID METAL CONDUIT 6ONTRACTOR5. ROD REQUIRED 460Y/211 VAC, 100 AMP, ROUT REOUIREMENT 2. THE INTENT 15 FOR THE ELECTRICAL CONTRACTOR I UG UTILITY SERVICE C3 RE5PON51131L1TY TO INCLUDE NOT ONLY THE z 5H 5HEET REFERENCE (PLAN 5ET) ELECTRICAL 5Y5TEM OUr PIPE $ WIRE FOR THE I o 55 5TAINLE55 5TEEL CONTROL 5Y5TEM. CONTROL5 CONTRACTOR SHALL u 5URF 5URFACE w PROVIDE COMPONENTS, MAKE FINAL CONNECT10N5, I =ca TYP TYPICAL A0JU5TMENT5 AND CHECKOUT5 OF THEIR 5Y5TEM. UG UNDER GROUND HYDRANT 5PECIFIGAT10N5. FIRE I HYDRANT V VOLT 3. COORDINATION: CL05E COORDINATION WILL DE VA VOLT AMPERE REQUIRED OY THE ELECTRICAL CONTRACTOR TO I INTEGRATE THE CONTROL 5Y5TEM WITHIN THE W/ WITH __- _._-- _ _ _ _ _ ..........._._.— ___--- --- OVERALL ELECTRICAL 5Y51-EM. SPECIAL ATTENTION -- - - v!P WEATHER PROOF WILL BE NECE55ARY TO COORDINATE f ACCOMMODATE - REQUIREMENTS OF 7H15 5Y57EM INTO THE ELECTRICAL ABBREVIATIONS (� I 9;1011 IN5TALLAr10N. I 4. VERIFY MF&RECOMMENDED 51ZE AND TYPE OF UG NATURAL UG P ZO OVERCURRENr PROTECTION DEVICE FOR ALL TELEHONE EOUIPMENT. CABLE ` I GAS SERVICE 0 5. DO NOT ORDER ITEMS REFERENCED HEREIN BY � a MANUFACTURER MODEL OR PART NUMBER UNTIL I f•�y ED KEYED NOTE REFERENCE VERIFIED A5 CORRECT AND 5UITAOLE FOR THE INTENDED PURP05E. CALL TO THE ATTENTION OF THE ' I (/) $' NAMEPLATE TEXT HE16HT ENGINEER ANY O O15CREPANCIE5. ; UTILITY METER 4 a 0 �' Q EQUIPMENT CONNECTION POINT. CONTRACTOR TO U ® PROVIDE MATERIAL5 E MAKE CONNECTION. 6. INDICATED CONDUIT 51ZE5 ARE MINIMUM. ADJU5T DISCONNECTS Q' H U LARGER A5 REOUIRED FOR JOB CONOIT10N5 OR CODE I a JUNCTION BOX, CONTROL OR WIRING DEVICE. COMPLIANCE. - 0- --< LETTER INDICATE5 TYPE. ALARM DIALER I J w 0 CDF" W PANELBOARD HE. SEE SCHEDULE FOR TYPE. ENCLOSURE I , a Z z 120 VAC DUPLEX CONVENIENCE OUrLEr. I 25 KillSTANDBY o 0 MOTOR GENERATOR U Q Q DOUBLE DUPLEX (4)RECEPTACLE - 120 VAC WET WELL W/ 2-5HP O MOTOR SUBMERSIBLE PUMPS Q 5PEGIAL RECEPTACLE - TYPE A5 REOD ©R RELAY OR CONTACTOR COIL ® \` SEE CONCRETE SLAB ON SH E3 GRADE $ 5WITCH, TYPE A5 INDICATED NORMALLY OPEN CONTACT ; }� NORMALLY CL05EO CONTACT - i TO THERMO5TAT 5WITCH PU514 BUTTON-NORMALLY OPEN PHONE CONNECTION wa HAND- OFF-AUTO 5WITCH 150 AMP,3F' 6' CHAIN LINK DESIGNED a o SECURITY FENCE JT AUTOMATIC EXTERIOR LIGHT FIXTURE. RUNTIME METER TRANSFER SWITCH AK UG UG POWER 4 DETAILED ® EXHAU5T FAN- CEILING MOUNTED A REMOTELY LOCATED DEVICE CONTROL Sg '{ LED INDICATOR LIGHT- TYPE A5 INDICATED CONDUITS CONTROL DRAWINGCIIECKED ENCL05URE AK ® ELECTRIC HEATER ;_- -_o-_ - _�__� �- TERMINAL STRIP CONNECTION FILENAME ^II 5 0 5 0 S 1442.dwg L]P)'' DISCONNECT. TYPE A5 SPECIFIED —o— COMPONENT 'TERMINAL CONNECTION SCAU 1.4 FEET DRAWING DATT 01/30/15 DRAWING SCALE ELECTRICAL LEGEND stlEr•.r CONTROLS LEGEND EXISTING LIFT STATION ELECTRICAL SITE PLAN AS I-7 I 1 of 4 I" S'-0' (AT RILL SHEET SIZE) GAMET Me Tech y In engineering, Inc.rl GENERAL NOTES (THIS SHEET) ALe g'U WIRING METHOD SHALL BE GALVANIZED RIGID CONDUIT WITH � S Te N 368 S U.FIFTH AVE��/ � ONTARIO,OR 9l9'4CAST BOXES 4 FITTINGS.PROVIDE SEAL OFFS AS INDICATED O <" .IOs 1442 BETWEEN WEt WELL A.ND CONTROL PANEL. _3 4 (54P 889-54112)NEW CONTROL PANEL SIMILAR IN SIZE 4 FUNCTION TO EXISTING o (208)tw3-43WEXCEPT DESIGNED FOR TRIPLEX PUMP OPERATION. T OP - F�eb4D 889-20'.4 OF \ '� V) Jed.-jd.klertynet `�'yW ER 3)EACH NEW AND EXISTING CONTROL PANEL SHALL OPERATE CK T W5 INDEPENDENTLY BASED ON LEVELS IN THE ASSOCIATED WET WELL. SHEET Y MEANS SHALL BE PROVIDED FOR THE OPERATOR TO SELECT \''+ EXP.: OCT. 31, 2015 OPERATION OF ONE OR THE OTHER OR BOTH OF THE TWO ; 1 1 1a � CONTROLLERS 4 ASSOCIATED WET WILL. NORTH E L D R E D G E AVENUE Was - E2 4)OPERATION SHALL BE LIMITED TO NO MORE THAN FOUR OF THE 13 4D FIVE PUMPS WHEN PRIMARY (UTILITY)POWER 15 LOST 4 THE -- -- - - EXISTING POWER PHONE 4 W'- STATION LOAD IS BEING SUPPLIED BY THE STANDBY GENERATOR. w W �s� _GAS CONNECTIONS 70 REMAIN _ �F I 5)SEE CIVIL DWGS FOR ADDITIONAL INFORMATION SUCH AS DIMENSIONS,DETAILED SITE AND OTHER INFORMATION. j (o)WET WELL AREAS CLASSIFIED HAZARDOUS: GLASS I,DIVISION I. VALVE VAULT AREA CLA551FIED HAZARDOUS: CLASS I,DIVISION II- PROVIDE COMPONENTS 4 WIRING METHODS PER NFPA 10 THAT HYDR-NT 3 COMPLY W/THE RQMTS OF THESE LOCATIONS. I 1 1 I I I KEYED NOTES (THIS SHEET)ED — — -- - -- -- — — -- -- - — — - I CONTROL PANEL SHALL ACCOMMODATE THREE PUMP - - -- ( GRAVEL FILL AREA AROUND CONCRETE EDGE (SEE CIVIL DWGS) - - - - -- I z OPERATION IN LEAD LAG ROTATION.CONTROL ENCLOSURE o SHALL CONTAIN PUMP CONTROLLER 4 MOTOR CCNTACTORS W/SOLID STATE OVER LOAD.PANEL SHALL I -- )— °a 1 BE DEAD FRONT COMPLIANT. INSTRUMENTATION SUCH AS FLOATS AND DEPTH SENSOR FROM PANEL TO WET WELL NEW WET WELL NEW VALVE VAULT EXISTING WET WELL 4 I w (SEE CIVIL DLUG5) (SEE CIVIL D 5) ELEGTRIGAI_ TO REMAIN SHALL BE PROVIDED W/ INTRINSICALLY SAFE BARRIERS. ; I 4 FIELD LOCATE EXIT END OF EMPTY 2" PVC G FROM EXISTING CONTROL PANEL. IT IS PRESUMED THIS CONDUIT EXISTING I EXISTING STANDBY I �' EXITS BELOW GRADE JUST WEST OF THE EXISTING ALARM DIALER ✓ GENERATOR TO CONCRETE SLAB.ONCE LOCATED,TRANSITION TO 2"GRC 3-5HP7r� �- ! REMAIN a4ul'. -i FOR THE RUN TO NEW CONTROL PANEL.PROVIDE 460 V, ID SUBMERSIBLE 3-PH 4 120 V I-PH POWER A$RQD.FOR NEW PANEL PUMPS ® I t'z:ti ' ' 'OPERATION. LIGHTS I© PROVIDE NFW I"GRG G EXISTING DIALER ENCLOSURE TO rMAGLW METE ". .- � _T ' � � ®'�' NEW PANEL FOR ALARM 4 CONTROL CONNECTIONS A5 f ® eat . ! i z RQD-PROVIDE ALARM DIALER W/THE COMMON ALARM OUTPUT SIGNAL FROM THE NEW CONTROL PANEL. I -- - UG POWER FROM EXISTING �r 4 HP j - PANEL VI EMPTY 2" PVC G ® NEW CONTROL PANEL SHALL PROVIDE CAPABILITY TO [ SUBMERSIBLE COJ � � f r 4=_ - I U MONITOR PUMP MOTOR INDICATORS SUCH AS SEAL MIXER ` I _ ' �� r' MAG FLOW-METER DISPLAY FAILURE 4 OVER TEMPERATURE FOR THE PUMPS SPECIFIED 4 SUPPLIED. ��—� I;_------------------------------it-- 7 t/] ----------------- ------------T-.-, 0_ z U © SEE CIVIL DWGS FOR PUMP,PLOW METER <OTHER --------------------------- ----------- -------- i--- Fy L�1\ -------------------------------------------------'-- SEE % SPECIFICATIONS.PROVIDE MOTOR CONTACTOR 4 OVER �N------------ ------------------------------------ 5H E3 Q NEW UG GRC CONDUITS I U LOAD IN NEW CONTROL PANEL W/ASSOCIATED HOA `------------------------------- ---- - ----------5`-- Fr µVj TO WET WELL SWITCH.AUTO SHALL RUN MIXER CONCURRENTLY W/PUMPS. a ® MAGNETIC FLOW METER TRANSMITTER LOCATED IN VALVE I ---_--MW CONCRETE SLAB EDGE 4 GADP7 NE CKT.CONDUIT I" UG ALARM 4 CONTROL z ---___- . _ _ VAULT - SEE CIVIL DWG5 FOR LOCATION.PROVIDE TWO (SEE CIVIL DW35) NEW CONTROL_ - p SIC) O GRC C 4 CONDUCTORS AS RQD TO DISPLAY HEAD. I _ ENCLOSURE a PROVIDE SEAL OFF EA C EXITING CLASS I,DIVISION II - - - - SEE 5H E3 - - - - - 0 z U VALVE VAULT AREA. ,+ N }� LITHONIA OLW 31 LED WALL LIGHT FIXTURE �{ / ® W Y Y Y PACK LIGHT FIXTURE TYP. Q Q O MAGNETIC FLOW DISPLAY.SEE ELEVATION SH E3. MOUNTING HEIGHT 12'. �-, Z PROVIDE SS HOFFMAN WINDOW ENCLOSURE CSD12126, ® LIGHTING FIXTURE LAYOUT - S CANOPY C4 CONDUITS 4 CONNECTION PER MFGR INSTRUCTIONS, I P. PROVIDE MAG METER 120 VAC POWER FROM PANEL. 6m ® CANOPY 24'x60' ROUGHLY COVERING ABOVE NEW NEW SECURITY FENCE(SEE CIVIL DWGS) CONCRETE SLAB (SEE CIVIL DWGS).PROVIDE LIGHT 1 n r r FIXTURES AS INDICATED.MOUNT 12' ABOVE CONCRETE SURFACE - FACE FIXTURES N ON INSIDE OF 5 CANOPY 6 0 6 12 18 DeslcNEo WALL.SPACE FIXTURES AT 12' PER LAYOUT.PROVIDE JT SCALE IN FEET DESIcucHPCKrD STRUT AS RQD FOR MOUNTING.PROVIDE UG G FROM SWITCH TO 5 CANOPY FOR 120 V LIGHTING CKT.EXPOSED AK G SHAL DETAILEDL BE CRC.MOUNT SWITCH AT EXISTING BREAKER SB ENCLOSURE.CKT LOAD TO BREAKER W/AVAILABLE DRAWING CHECKED CAPACITY. SEE ELEVATION SH E3. AK PILE NAME 1442.dwg MA W INO DATE IMPROVEID STATION ELECTRIG,4L PLA DRAWI N 5 R.1\PING SCALE 1/4' 1'-0' (AT FULL SHEET SIZE) AS SHOWN 5HEEI' 2 uF 4 FLASHING RED ALARM LIGHT. Tech s R i engineering, Inc. d PROVIDE THREADED —� < WEATHER CAP. 3&a S:U.F:FTH AVE- = U. Ey GNTAR'O,OR 91914 NEW NEMA 4 HYDROMATIC oe JOB e: 1442 s E=u q, EXISTING WET WELL TRIPLEX CONTROL PANEL � I,g CONTROL PANEL O MINIMUM SIZE 36x36x8" ! C54U 555-5411 g NOW 1363-4300 460 V,60 A FUSED a BWI-201 Eby DISCONNECTS MAGNETIC FLOW METER F:(94u 89-1014 E� ENCL05URE W/CONDUITS TO ieck•JeckLuryne: VALVE VAULT.HOFI'MAN SS FS 150 A AUTOMATIC WINDOW CSDi2126 SHEET w TRANSFER SWITCH �//15/8" SQ 12 GA.55 UNISTRUT W,C aGg TYPE PI000T PIERCED L tl>gc TELEPHONE GROSS CHANNEL AS RQD. p CONNECTION BOX V ., --- — 3"GRC MAST SET 30" IN �" 1411 W,C ux&a I"GRC,G W/SEAL CONCRETE BASE - TYP EACH LO OFFS TO WET WELL 6 SIDE. ��pNAL o C rY N W s' 5KVA 460 V:120 V I" GRC TO DIALER ALARM 157 P 1r o S 1-PH TRANSFORMER PANEL 4 AT5. M EMPTY 2"PVC C.SEE 120 v BREAKER GRC PUMP,MIXER 4 6 o Q. 4 _ KEYED NOTE 2 SH E2. PANEL INSTRUMENTATION C.SIZE AS I P ow RQD.PROVIDE SEALS. F of �� I_ 'j NEW CANOPY LIGHT �CK TER�� SWITCH 4 120 V,3-112 2"GRC 460 V POWER(FROM , IN 3/4" UG GRC.SEE EXISTING CONTROL PANEL) LAYOUT SH E2. EXP.: OCT. 31. 2015 0 J. • 4.�< 4 e_A. e • • o EXISTING ELECTRICAL 4 CONTROL PANEL ELEVATION I•.1'-0• (AT RILL SHEET SIZE) 1 • x q EXI5TING TRANSFORMER BANK. 460YI277 VAC 4W, IOOA, 30 UG 5ERVIGE PROVIDEO BY UTILITY(IPGO). \ i 1 I 1 1 i i 1 1 1 i i i 1 l 1 i i EXISTING GUTTER E 6 (SENE A N6 STANDBY NEW CONTROL PANEL ELEVATION ION (5FUSED DISCONNECTS GENEQAT02 25 KW w I I I I I EXISTING METER 13A5E E 5ERVIGE N S P.V-0' (AT FULL SHEET SIZE) GEN 015C 125A5P F WATTS CKT Buss ling WATTS — z _ DESCRIPTION DESCRIPTION A B C AMP P NO A BC NO P _AMP A B C U Z Ezistin Pu 1 5 HP 2018 15 3 1 2 3 to 2018 Exisifn Pump 2(5 HP) ` 5 KVA I-PH - (Existing Wet Wal 2018 _ 3 I - 2018 - (Exis6 wet- t+ TRANSFORMER zola a _ e tma ? ExisBn Control finer, 125 10 2 7 8 2 15 2500 ExIalin8120 V Tmnslonner z 125 9 10 - 250D 5 KVA y EXISTING I50 A 3P F AUTOMATIC TRANSFER Maw Pum 1 5liP 2016 15 3 11 12 3 15 2018 New Pump_2(5 HP) 4 W Naw Wet Wn4 2016 - 13 14 - 2016 _. (New Wel Well [� p 120/240 V SWITCH 2O18 to 1e - zo16 C I-PH BREAKER New Pm 3 5 HP 2016 3 17 19 3 15 1200 Mixer MolorN HP PANEL Naw weI wen 2016 19 20 - — 1200 (New Wet Wei V) TO EXISTING E NEW 2016 2t -_ 22 - 1200 E'1 LL+ 41 KW New Control Power 250 10 2 23 21 4d — � - CONTROL PANEL5 rr (946, H6 G). ea52 6173 6299 25 28 7732 7732 5232 39590 —_ f1 O F ISC AVAILABLE 14jD00 A NOTE TOTAL CONNECTED LOAD 39AW W DEMAND LOAD 1 MCA DEMAND LOAD 4W3 In CALCULATED AT 25%AR LARGEST U Q NOTES TO ONE LINE D I A R G A M MOTOR PER NEC ARTICLE 430. MINI M I CIRCUIT Af1PAc1T7 52 AMP I.EXCEPT FOR UTILITY SERVICE CONDUCTORS ALL WIRING SHALL BE COPPER TYPE THH'N OR THWN Z OPERATED AT 15'C MAXIMUM. CONDUCTOR 4 RACEWAY SIZING STATED IS MINIMUM AND MAY BE INCREASED AT THE CONTRACTORS OPTION BASED ON JOB CONDITIONS. PROVIDE TERMINALS FOR .a FEEDERS AND BRANCH CIRCUITS SUITABLE FOR CONDUCTOR TYPE USED 4 STATED OPERATING NEW SERVICE LOADING a TEMPERATURE. (y o 2.PROVIDE BONDING AND GROUNDING IN COMPLIANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRIC �. CODE. Dcslcul=_D JT 3.OBTAIN AVAILABLE FAULT CURRENT FROM ELECTRIC UTILITY AT THE SERVICE TRANSFORMER LOAD KW KVA NOTE: DIESIGN CHECKED SECONDARY 4 CALCULATE FAULT CURRENT AT MAIN SWITCH BOARD 4 SUBSEQUENT DISTRIBUTION 4-5HP PUMPS I92 216 GENERATOR CAPACITY AK . . PANELS- PROVIDE SERVICE EQUIPMENT,DISTRIBUTION PANELS 4 CIRCUIT BREAKERS WITH Dr TAILED COMPATIBLE INTERRUPT 4 WITHSTAND RATINGS FOR THE FAULT CURRENT AVAILABLE AT THE LOCATION MISC. LOAD 1.5 1.5 LIMITEID TO FOUR(4)5 HP Ss OF THESE COMPONENTS IN THE STATION POWER DISTRIBUTION SYSTEM. SUBMIT CALCULATIONS 4 TOTALS 2�.1 23 PUMPS. MIXER NOT PART OF DRAWING CHECKED EQUIPMENT RATINGS TO ENGINEER FOR REVIEW AND APPROVAL. CRITICAL SYSTEM. AK FILE NAME. 1442.dwg GENERATOR CPACITY: 25 KW or 31 KVA. DRAWING DAIB 01/30/15 ONE LINE DIAGRAM DItAWINGSCALE AS SHOWN NEW GENSET LOADING SHEET 3 OF 4 ME UK Me Tech y u-I engineering,Inc.. a a r GENERAL NOTES ��ONAL eN 0) =��� m� N 368 811).FIFTH AVE. ONTAIRIO,OR 97914 a raj .'05•, 1442 ry F g p 0 UL 505 TRIPLEX CONTROL PANEL DESIGN BY PUMP TECH CO. INC PER s �PROP05AL 5UBMITTED 112612015. PANEL SHALL BE FURN1514EV 9 4 (541)889-5411 F^ COMPLETE £MEET RELEVANT PROV15/ON5 OF NFPA 70 (NATIONAL o (1Z8)e63.43P/o e ELECTRIC CODE). F OF �O a F:(54U 889-7014 a v�CK TER V) Jacka;ecktarryra: in 2) CONTROL PANEL SHALL MEET LOCAL CODE AUTHORITY, IDAHO DEO E LOAD FLA VA `�$c6 OTHER CODE RELEVANT CODE AUTHORITY REOUIREMENT5. w H SHEET a Pum 1-5HP _7.6_ 6,048 ¢ 008 Pump 2-5 HP 7.6_ 6,048 EXP.: OCT. 31, 2015 o O) gah 3J STARTUP ASSISTANCE SHALL BE PROVIDED BY PUMP TECH Co. INC. Pump 3-5HP _Z6_ 6,048 �� W L 25%laxer-�HP 1.9 1.512 Q (1� 8 25%la largest Motor 1.9 1,512 Control Power 1.1 500 a) TOTAL 24,533 C Yz 31 A @ 460v,3ph V) 1448 KEYED NOTES LU ED PROVIDE 120 VAC CONTROL POWER 5UFFCCIENT FOR NEW PANEL AND poa A550CIATER LOA05 INCLUDING MAC, FLOW METER E 915PLAY. © HYDROMATIC TRIPLEX CONTROL PANEL 5 HP, 3PH/60Hz/4bOV.EATON G400/XT ELECTRONIC OVER LOAD - TYP EACH PUMP E MIXER TO INCLUDE THE FOLLOWING PER PROP05AL MOTOR. PROVIDE MANUAL RESET W/GROUND FAULT INTERRUPTION NEMA 4 STEEL ENCLO50RE 36'k36"xB" PROTECTION OF THE MOTOR E POWER CORD PER 10APA 58.0/.16.440.04.ciii. 3-Nb N66 IN 2"GRC (FROM EXISTING AFL FLASHING ALARM LIGHT PANEL. 5EE FEEDER LOADING ABOVE) HWTA HIGH WATER ALARM ACTIVATION _ ETMD TRIPLEX ELAPSED TIME METER LOCATE SEAL THAT THE MOTOR MAY REMOVED f DISGONNEGTED HYDROMATIC TRIPLEX CONTROL PANEL L53 THREE PHASE LIGHTNING 5UPPRE550R WITHOUT D15TURBlNG THE SEAL PER IDAPA 5B.01.16.440.04.cii. PRO PUMP RUN, TRIPLEX WHEN MIXER HOA SWITCH 15 IN AUTO IT 5HALL RUN CONCURRENTLY W/ DEAD FRONT PFTAD PUMP FAILURE, TRIPLEX ® ONE OR MORE 608MER5I5LE PUMP5. WHILE THE 5TATION 15 OPERATING 60A 3P DISCONNECT XFD TRIPLEX SEAL FACTURE INOICATIDN LP5 LEAD PUMP SELECTOR SWITCH o ON 5TANDBY GENERATOR POWER THE MIXER 5HALL BE INHIBITED £NOT AGH ANTI CONDEN5ATION HEATER OPERATE DUE TO GENERATOR POWER LIMITATION5. THE MIXER 15 NOT I I GGD TRIPLEX CYCLE COUNTER a a PART OF THE CRITICAL 5Y5TEM THEREFORE 5TANOBY POWER 15 NOT PO POWER ON LIGHT u REOUIRED. 5DF l00 AMP MAIN FU5E0 0I5COAWECT WITH INNER DOOR a ED GENERATOR LOADING LIMITATION 15 4-5HP PUMPS (5EE SN E3). WHENCONTROLS E POWER TO OPERATE 4 HP MIXER OPERATING BOTH WET WELL5 THERE ARE 5-514P PUMP5 TOTAL. UNDER I ISA 3P ISA 3P !SA 3P ISA 3P I MlLTRONlGS LEVEL CONTROLLER W/SUBMERSIBLE TRANSDUCER 7`H15 CONDITION PUMP 3 SHALL BE INHIBITED E NOT OPERATE DUE TO GENERATOR POWER LIMITATION5. T TO INCLUDE FOLLOWING ON DEAD FRONT PANEL: INTRINSICALLY MILLTRONIX 6UBMER5I5LE PUMP5 1-3: EACH PUMP: HOA HOA HOA HOA I 1 SAFE BARRIER HYDRORANGER NAND-OFF-AUTO (HOA)5W1TCH CONTROL I PUMP RUN LIGHT (GREEN) > PO LER OL TRIP (RED) AS ROD. 5EAL FAIL (RED) a I I I I I I RUN TIME HOUR METER (MECHANICAL) 6 ®�®A 5F E 5F E SF E PUMP START COUNTER (MECHANICAL) z Or. OT. or. WET WELL MIXER MOTOR: Z THE INSTALLATION SHALL COMPLY IDAHO DEQ RQMTS INCLUDING — — — — — — NAND-OFF-AUTO (HOA)51,111TCH Q IDAPA 5B01.1o.44004: SEAL OFF MIXER RUN LIGHT(GREEN) TYPIGALCU OL TRIP (RED) U ci. Power Supply and Control rain try,relief Electrical supply, control, and alarm circuits LEAD PUMP 5ELEGT 5WITC14:1,2,3 OR AUTO shall be designed to provide strain rebel and to allow disconnection from outside HIGH WATER ALARM LIGHT(RED) the wet well. Terminals and connectors shall be protected from corrosion by p location outside the wet well or through use of watertight seals. (3-30-07) HI Eo pT CONTROL POWER LIGHT(GREEN) Z 5 NP 5 NP © 5 NP ® 4 NP � CONTROL POWER ON-OFF SWITCH O Z O cii Controls. The motor control center shall be located outside the wet well, be DEAD FRONT SAFETY DI5GONNEGT ~ Q readily accessible, and be protected by a conduit seal or other appropriate PUMP PUMP PUMP FLOAT PRESSURE VIEWING WINDOW FOR HYDRORANGER ¢ (n U measures to prevent the atmosphere of the wet well from gaining access to the 1 2 3 MIXER SWITCHES TRANSDUCER O O control center. The seal shall be located so that the motor may be removed andL WET WELL fJI electrically disconnected without disturbing the seal. When such equipment is _ ;>p Q exposed to weather, it is recommended that it meet the requirements of p A, weatherproof equipment NEMA 3R or 4. (3-30-07) ra � Q Z a w ciii. Power Cord. Pump motor power cords shall be designed for flexibility and U serviceability under conditions of extra hard usage. Ground fault interruption }e H protection shall be used to de-energize the circuit in the event of any failure in the electrical integrity of the cable. Power card terminal fittings shall be corrosion-resistant and constructed in a manner to prevent the entry of moisture TRIPLEX CONTROL PANEL DIAGRAM into the cable, shall be provided with strain relief appurtenances, and shall be designed to facilitate field connecting. (3-30-07) 2 P. DESIUNED JT DESIUN CHECKED AK DETAILED Sit DRAWING CHECKED AK FILE NAME 1442.dwg DRAWING DATE 01/30/15 DRAWING SCALE AS SHOWN SIIFL•7 4 GE 4