Loading...
HomeMy WebLinkAboutWWP273628 (3)M\ \e—, CS C-C) 0 y 4 PROJECT LOCATION MAP N_ _ _ SCALE %&-b'dS Mi J-1ii 3-Rit NM---rJ,ON L Ir� ��� �Y L Ir��� r� S� � W-c-1Ir4N SJU�Mr�� rER 2012 LIFT STATION OBLIQUE CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-42"555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 SHEET INDEX sw. NO. DESIMM ON DING la. I COVER GOV 2 GENERAL NOTES G01 3 EXISTING SITE AND TESC PLAN C01 4 PROPOSED LIFT STATION SITE PLAN CD2 5 SITE AND UTILITY DETAILS CO3 6 LIFT STATION STRUCTURAL PLAN Sol 7 PROPOSED MECHANICAL PLAN M01 B ELECTRICAL LEGEND EOI 9 ELECTRICAL SITE PLAN E02 10 ELECTRICAL ONE -LINE DIAGRAM AND SCHEDULES E03 11 ELECTRICAL PLAN E04 12 MCC DETAILS E05 13 MOTOR CONTROL DIAGRAM E08 14 ELECTRICAL DETAILS 1 E06 15 ELECTRICAL DETAILS 2 E07 16 TELEMETRY BLOCK DIAGRAM AND DETAILS E09 17 ELECTRICAL SHELTER AND DETAIL (ALTERNATIVE BID ITEM) E10 CONTACT INFORMATION CONTACT COMPANY POSITION PHONE DAVE CHRISTENSEN CITY OF RENTON UTILITY ENGINEERING SUPERVISOR (425) 430-7212 MARK MILLER R1­2 ENGINEERING CONSULTANT (425) 951-5372 EDVAN HALIM RH2 ENGINEERING CONSULTANT (425) 951-5332 LADD STEJSKAL ISSAQUAH SCHOOL DISTRICT CONSTRUCTION CDDROINATOR (425) 864-0459 KEITH MCCAMSH BAYLEY CONSTRUCTION (GENERAL CONTRACTOR) (206) 510-7371 MIKE JOHNSON UNIVERSAL LAND CONS- (SEWER CONTRACTOR) (425) 483-52DC SCOTT BOSTROM PUGET SOUND ENERGY 'on' p,', l252', 5C5-e5=_ SIGNED: 05/23/12 SIGNED: 03/23/12 m LLI U T INEERSNNERS N'T'IST 5 M41(N61N1!ER14C., k n11P /i....n2.com mdDo.4n2c 1.800.720.805: 111O.L0MIIMI 454 Wm1 Morten P.d Mot 4�w1 uw 22722 291n Dr.SE. 5.- VMTC4 — - 300 s:non st.� S0. 5 I.O.JYO - 114 CNuftb Point D, a &A, C aYOMMAJ[ ..rw.�.. 2021 NM Mnre PC SA, 107 TACOMA � 621 Pa;k A— Style 104 0 1- 2" DRAVANG IS NOT TO SCALE IF BAR IS NOT 2" LONG W 20 ^� I.a4a. DEB COV — EH wrt: Moy 22, 2012 upe PEN a 1o, 112-033 SURVEY CONTROL HORIZONTAL DATUM: NAD83(91) WASHINGTON STATE PLANE COORDINATE SYSTEM NORTH ZONE VERTICAL DATUM. NAME) 1955 CITY OF RENTON PUBLISHED BENCH MARKS #2060 CASED MONUMENT NTH LEAD AND TACK AT THE INTERSECTION OF SE 139TH PLACE AND 156TH AVENUE SE ELEVATION = 372.34 SITE CONTROL. ESN CONTROL POINT LOCATED 27' NW OF THE INTERSECTION OF SE 136TH ST AND 165TH AVENUE SE. N 178033,9669. E 13Z3118. 6406, ELEVATION = 466.25 ESM CONTROL POINT LOCATED 511' WEST OF THE INTERSECTION OF SE 136TH ST AND 168TH AVENUE SE ON THE SOUTHERLY EDGE OF ASPHALT N 1780316592 E 13226258699, ELEVATION = 45497 LEGEND EXISTING F WATER METER - - - r - TELEPHONE j� FIRE HYDRANT - - - UNDERGROUND POWER DO GATE VALVE — - -- GAS MAIN } GAS VALVE SEWER MAN LIGHT POLE SEWER MAN BY OTHERS r WATER MAIN + UTILITY POLE STORM MAIN .6 UTILITY POLE ANCHOR CHAIN -LINK FENCE ❑n TELEPHONE RISER EDGE OF PAVEMENT I TELEPHONE VAULT --- CURB ® STORM DRAIN CATCH BASIN CONTOUR (2) STORM DRAIN MANHOLE ,�"�a35----.. CONTOUR (5) m SAN. SEWER CLEAN OUT SECTION LINE ® SAN. SEWER MANHOLE TREES L + PK NAIL • MONUMENT GRAVEL 0 ASPHALT 0 ASPHALT TO BE REMOVED PROPOSED GRAVEL - GRAVITY SEWER MAIN PAD MOUNTED TRANSFORMER FORCE MAIN BY OTHERS AND VAULT (IF NECESSARY) UGP POWER POWER VAULT TELEMETRY — - • -- • — • SILT FENCE — • — • — - — CONSTRUCTION LIMITS 598-- CONTOUR (2') CONTOUR (10•) CONSTRUCTION NOTES GENERAL NOTES 1. CONTRACTOR SHALL CALL 1-800-424-5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -BUILT RECORDS. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2010 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL CONSTRUCTION STAKING ON THIS PROJECT INCLUDING THE PREPARATION OF COMPLETE CONSTRUCTION RECORDS. STAKING FOR GRADES AND ALIGNMENT SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FIRM LICENSED AND CAPABLE OF PERFORMING SUCH WORK. RIGHT OF WAY AND EASEMENT LIMITS MUST BE CLEARLY IDENTIFIED IN THE FIELD DURING CONSTRUCTION. 8, A PRECDNSTRUCTION CONFERENCE AND 24-HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 5 DAYS OF NO WORK BEING PERFORMED. 9. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO TH05E FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL HYDROSEED ALL EXISTING GRASS AREAS THAT ARE DISTURBED BY HIS ACTVITES. 10. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 11- CONSTRUCTION OF THE SANITARY SEWER GRAVITY AND FORCE MAIN (BY OTHERS) WILL BE PROCEEDING DURING THE CONSTRUCTION OF THE PROPOSED LIFT STATION. PORTIONS OF THE GRAVITY THIS CONTRACT. 12. CONTRACTOR MAY HAVE TO COORDINATE WITH THE GRAVITY SEWER AND FORCEMAIN CONTRACTORS DURING THE CONSTRUCTION FOR STAGING AREAS AND CONSTRUCTION ACCESS, DEPENDING ON CONSTRUCTION SEQUENCING. ADDITIONAL COORDINATION IS NEEDED DURING THE CONNECTION TIE-INS BETWEEN MANHOLES. 13 THE CONTRACTOR SHALL DETERMINE THE SCOPE, TYPE, SIZE, QUANTITY. METHOD OF INSTALLATION. OPERATION, AND REMOVAL OF THE DEWATERING SYSTEM NECESSARY TO KEEP THE EXCAVATION SITE DEWATERED TO STABILIZE THE SOILS FOR CONSTRUCTION. 14 THE CONTRACTOR SHALL DISCHARGE WATER FROM THE DEWATERING SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL REGULATIONS AND THE REQUIREMENTS 9 THESE PLANS AND SPECIFICATIONS. AT NO TIME SHALL SILT LADEN WATER BE DISCHARGED OFF SITE CONTRACTOR MAY DISCHARGE FILTERED STORM WATER INTO THE STORMWATER POND SEE EXISTING SITE AND TESC PLAN FOR ADDITIONAL STORMWATER NOTES. 15. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEP ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY DR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 16. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. THE SOURCE OF INFORMATION GENERALLY CONSISTS OF CONSTRUCTION RECORDS AND OTHER DATA OBTAINED VERBALLY FROM OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. OWNER AND ENGINEER DO NOT GUARANTEE AND DO NOT ASSUME ANY RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN/ ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN TO AVOID DAMAGE AND/OR DISTURBANCE TO SUCH UTILITIES, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON VMICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTIUTIES ENCOUNTERED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS. 18 CONTRACTOR SHALL COORDINATE WITH THE ISSAQUAH SCHOOL DISTRICT (DISTRICT) AND THEIR CONTRACTORS REGARDING MAINTENANCE AND ACCESS TO THE FACILITIES. DISTRICT CONTACT FOR CONSTRUCTION COORDINATION WILL HE LADD STEJSKAL. FIELD CONSTRUCTION WORK SHALL NOT START UNTIL THE STORM WATER POND CONSTRUCTION WORK IS COMPLETED THE COMPLETION DATE OF THE POND IS ESTIMATED AT AUGUST 30 2012. 19. OTHER CONSTRUCTION ACTIVITIES OF THE ISSAQUAH SCHOOL DISTRICT AT LIBERTY HIGH SCHOOL THAT MAY AFFECT THE CONSTRUCTION OF THE LIFT STATION ARE A) SEPTIC HOLDING TANK PUMPING (DAILY) B) GRAVITY SEWER AND FORCEMAIN CONSTRUCTION C) STDRMWATER POND CONSTRUCTION D) GAS LINE CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION NTH THE DISTRICT AND THEIR CONTRACTORS TO FACILITATE CONSTRUCTION OF THE LIFT STATION NO ADDITIONAL COST WILL BE PAID FOR CONSTRUCTION DELAYS CAUSED BY THESE OTHER CONSTRUCTION ACTIVITIES PIPE LENGTH MEASUREMENTS PIPE LENGTHS CALLED OUT ON PLANS ARE MEASURED AS FOLLOWS: / ' 1� PIPEIENIaTN If FLANGE . FLANGE (FLxFL) PIPE SIGNED. 05123112 MEASURED FROM FACE OF FLANGE TO FACE OF FLANGE. F— PPE LENM FLANGE x PLAIN ENO (FL.PE) PIPE I - - MEASURED FROM FACE OF FLANGE TO CENTER OF FITTING. PK LENGTH 78 8` o .rh PLAIN END x PLAIN END (PE.PE) PIPE ._ .. +GNAT. MEASURED FROM CENTER OF FITTING TD CENTER OF FITTING 1 SIGNED.. 05/23/12 RESTRAINED JOINT x RESTRAINED r-- PPE LENGTM JOINT (RJ.RJ) PIPE _ MEASURED FROM CENTER OF FITTING TO CENTER OF FITTING. FITTINGS ARE ASSUMED TO BE STANDARD LENGTH 125p, 2501 FLANGED OR COMPACT CLASS 350 MECHANICAL JOINTS. r CONTRACTOR RESPONSIBLE FOR VERIFYING LENGTHS. IT IS -, THE CONTRACTORS RESPONSIBILITY TO TAKE INTO ACCOUNT 41 ANY VARIATIONS IN FITTING DIMENSIONS, 1V 1 CONSTRUCTION SEQUENCING THE CONTRACTOR SHALL FIRST ONLY MOBILIZE TO COORDINATE, WITH PUGET SOUND ENERGY, THE INSTALLATION OF THE PRIMARY POWER CONDUIT. SAID MOBILIZATION SHALL BE AFTER THE COMPLETION OF THE GRAVITY SANITARY SEWER MAIN CONSTRUCTION BEING PERFORMED BY OTHERS WHICH IS ANTICIPATED TO BE ON OR BEFORE THE THE Z O N JULY 20, 2012 CONTRACTOR SHALL COMPLETE WORK ON THE PRIMARY POWER CONDUIT PRIOR TO AUGUST 15. THE THAT ACCESS Lu 2012. LAST DAY f'\ ROAD TO THE PERFORMING ARTS CENTER CONSTRUCTION PROJECT CAN BE SHUT DOWN TO THROUGH TRAFFIC. THE CONTRACTOR SHALL NOT MOBILIZE ONTO THE O PROPOSED LIFT STATION SITE UNTIL COMPLETION OF THE LIBERTY HIGH SCHOOL STORMWATER DETENTION POND (BY OTHERS) AND THE POND CONTRACTOR M Z DEMOBILIZES FROM THAT LOCATION, OR AUGUST 31. 2012. WHICHEVER COMES FIRST. J THE SPLIT MOBILIZATION IS BUILT INTO THE WORKING DAYS AND THERE WILL BE NO W� 4Q NDN-WORKING DAYS'DESIGNATED BETWEEN THE MOBILIZATIONS NOTHING IN THIS SECTION PRECLUDES, WITH OWNERS APPROVAL, THE ABILITY OF THE CONTRACTOR TO MAKE AGREEMENT WITH THE OTHER CDNTRACTOR(S) AND THE SCHOOL DISTRICT TO W ACCESS PORTIONS OF THE SITE OUTSIDE THESE DATES. a Z W W U m 0 saw LAN N 5C I EN T I S'r S loll 11 I11 I/,G. INC. mtIIYIAM m Wf)QL �wra.m ik.t '1'OQ gswesw yJL Smon Slr?:' RICHLAND •LVERDAlI lwt' TACCMA SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG am 1 06 MO -DEB G01 CM[SA EH -1 May 23, 2012 "ar M0 uxr PEN n.a 112-033 17 • TE MPORARY WATER J ',EXISTING SEWAGE MOLDING -. .AVAILABLE AT HYDRANT • 1 T TANK, DO NOT DISTLN7B, _ 75' EAST ,PROVIDE DIRECT ACCESS FOR PUMPING BY OTHERS EXISTING TREE(-7YP.j DO NOT DISTURB - - - EXISTING MANHOLE DO NOT DISTURB 1I "♦ I GRAVEL AREA SHALL BE RESTORED TO EXISTING OR BETTER CONDITION- � I I a EXISTING POWER BOX, DO NOT DISTURB y EXISTING SANITARY SEWER PIPE. a I � • I I DO NOT DISTURB I I , E[TTOk4 OF STRUCTURE 419.55 AUILT= ' • . ,. . _.. , k. - TRUCK WASH AREA. SEE DETAIL THIS SHEET I i11 SAW CUT EXISTING sL EXISTING ASPHALT TO BE ASPHALT SILT FENCE, SEE DETAIL REMOVED THIS SHEET �-' `\ SOCK RIM - 44204 IE AAQ i l STORMWATER DEWATERING NOTES: 1 CONTRACTOR SHALL HAVE A SUMP PUMP AND A MINIMUM OF IDO' OF APPROPRIATELY SIZED HOSE WITH FLOW DISSIPATER FOR DEWATERING LIFT STATION FOUNDATION. 2. IF REMOVAL OF STORMWATEP FROM LIFT STATION FOUNDATION BECOMES NECESSARY CONTRACTOR SHALL INSTALL SUMP PUMP IN A MANNER THAT MINIMIZES SEDIMENT MOBILIZATION AND PROMDE TEMPORARY STORM WATER COLLECTION SYSTEM. SUCH AS A BAKER TANK THE DISCHARGE END FROM THE BAKER TAW SHALL HAVE A FLOW DISSIPATER TO REDUCE THE POTENTIAL FOP EROSION AT THE DISCHARGE LOCATION THE PERIMETER OF THE DISCHARGE PROPERTY SHALL BE MONITORED FOR SURFACE WATER RUNOFF DURING DEWATERING OF THE FOUNDATION. SURFACE WATER RUNOFF FROM THE PROPERTY IS ACCEPTABLE IF IT IS MEASURED AT LESS THAN 10ONTU TURBIDITY AND IS NOT CAUSING EROSION JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENTS TO ATTACH FABRIC TO POSTS. 2"+Y BY 14 Ga. WARE OR EOUIVALENT, IF STANDARD / STRENGTH FABRIC USED i, /d - MINIMUM 4".4' TRENCH POST SPACING MAY BE / INCREASED TO B' IF JJJ WIRE BACKING IS USED NOTE. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POS4BLE 2'.2" BY 14 G. WIRE OR EOUIVAUENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC TRENCH � BACKFILL TRENCH WITH NATIVE SOIL OR 3/4- - 1,5" J WASHED GRAVEL WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT SILT FENCE NOT TO SCALE EXISTING OVERALL SITE AND TESC PLAN 1" = 10, 2" TO 4' ROCK A r' iv a O - _ TEMPORARY SILT SCREEN, SEE DETAIL BELOW COR LOGS OR HAY BAILS ACROSS PAVEMENT FOR TESC i EXISTING FENCE, REMOVE AS NECESSARY FOR CONSTRUCTION, RESTORE TO EXISTING OR BETTER CONDITION EXPANSION RESTRAINT (1/4' NYLON ROPE, 2- FLAT WASHERS) INSTALLATION DETAIL BAG DETAIL DUMP STRAP d�N 1" REM FOR BAG REMOVAL FROM INLET. TYPICAL BOTH SIDES -,'5 DUMP STRAP ✓ "fj W SILT SACK® I INLET OR CATCH BASIN TRUCK WASH -PAD DETAIL NOT TO SCALE STORM DRAIN SILT SCREEN DETAIL NOT TO SCALE 2 EACH DUMP STRAPS SIGN£U 05/23/72 POINT TABLE POM DESCRIPTION NORTHING EMTING A NE CORNER OF FENCE 177520.92 1322490.07 8 NW CORNER OF FENCE 177519,82 1322466.07 C SE CORNER OF FENCE 177478.53 13225D4.08 D SW CORNER OF FENCE 177476.88 1322468.03 E CENTER OF WET WILL 177505.90 1322485.54 F SE CORNER OF VALVE VAULT 177488.62 1322491.13 G NW CORNER OF VALVE VAULT 177497.20 1322451.73 H SW CORNER OF CONCRETE RUNNER 177519.83 1322477.09 NE CORNER OF PAVEMENT RESTDRARON 177569.83 1322458.99 J NW CORNER OF GRAVEL 177556.21 1322459.G4 K SW CORNER OF GRAVEL 177470.08 1322459.74 L SE CORNER OF GRAVEL 177470.08 1322467.03 PROPOSED SS MH 11A, 48'0 N 177565 13 E 1322456. 23 RIM = 439 24' IE IN = 422 28' IE OUT = 422.18' APPRDX. N 177515.11 E 132248123 PROPOSED WET WELL - A.. - PROVI (1) 12 01 ECCENTRIC PLUG VALVE (FL.FL) WITH VALVE BOX AND OPERATION NUT EXTEN90N. SEE DETAIL ON DWG N0. CO3 i (1) - 12' PVC SPOOL, APPRO% 5tF i E �.. PROPOSED CDF TRENCH DAM PRD�SED-FNCE PROPOSED PAD MOUNT FULL DEPTH OF TRENCH, 18' / TRANSFORMER AND PAD, FINAL THICK. SEE TRENCH DETAIL ON LOCATION AS APPROVED BY PSE, / DWG NO COS � PROPOSED CONCRETE RUNNER FOR SLIDE GATE, APPROX. IMENSI DNS=1.5'03 D',IO 5' i PROPOSED 12' PVC PIPE, AppROX 54 LF RESTRAIN ALL PIPE ,POINTS WITH MECALUG SERIES 1500 RESTRAINT HARNESS OR EQUAL 1v - 16727 sect• a�� ,� /+�1++ EXISTING SEPTIC - _ HOLDING TANK j r SIGNED. 03/23/12 - � r E d Ltt •�C y I ♦388 9 ,g C / �r ]Av,t cti 6' OF COMPACTED CRUSH _ r slcxeo- os/zs/1z SURFACING TOP COURSE APPROX. FINISHED 9WE--Q3.75-- -`. I r ,/ \ �;' BY OTHERS PROPOSED valvE vauLT_. �� /• - ' /''• - _,.- BY OTHERS N T H � D 1 ` ELECTRICAL HANDHDLE SEE DUARI _ DW'G NO. EC4 FOR DETAILS " 12 D• TYPE 2 BOLLARD PER CITY i OF RENTON STANDARD -• DETAIL H020, TYR OF 3 ��•1 ROPOSED SLIDE GATE joM oF B APPROX. 42'-0' S S S S S s S -- _ - s s! j PROPOSED KEYSTONE WALL SEE DWG NO. SO1 PROPOSED ELECTRICAL SHELTER FOR DETAILS _ I ,r-'. e EXISTwC SANITARY SEWER DO NOT L-J DISTURB PROPOSED 6" CSTC PROPOSED 12' PVC PIPE, — APPROX 3 LF �'^�� CONNECTION TO EXISTING MH . r BY OTHERS 1/ BY OTHERS PAVEMENT RESTORATION �r BY OTHERS EXTENTS I PROPOSED B' PVC FORCE MAIN CONSTRUCTED BY OTHERS. Aft- • i PROPOSED LIFT STATION SITE PLAN -�,- 1"=5' f i 7 BY OTHER`- Z i EfjLN� APPRO� - O 37.5' C Z O W Q cc LL -- - LL J ui r c � _ PROPOSED 8` DI PIPE TO �I" 'i LLJ J S FORCE MAIN, INSTALL WITH /' U Q POSITIVE SLOPE AWAY FROM / VALVE VAULT BY OTHERS W N MAX WALL HEIGHT - 4' cc PROVIDE FITTINGS AS NECESSARY TO'' COMPLETE CONNECTION TO EXISTING FORCEMAIN. CONTRACTOR IS RESPONSIBLE FOR PRESSURE TESTING UP TO THIS POINT BEFORE FINAL CONNECTION AS . PART OF THIS CONTRACT. , .S r N INEER N E R — BY OTHERS ISAi pIGINEERlIG. MC r( tmob^a �•• 15� 4esl .. FaoC SOiltai �wtaso \T M NATCH PAVEMENT RESTORATION EXTENTS !!! mcH— TA, PW 67, 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG not 1 m. cwa, DEB CO2 o EH wq Moy 23, 2012 iE M6 nn 1: REN o w. 112-033 17 LI8HS-D-0O2.DWG 1-5/8" O.D. TOP RAIL T— c• p• I BOTTOM RAI 1-2/3" O.D. SPACE RAIL ATTACH '^ •" "^ ^"" GATE d 2-3'8" 0 D. LINE POST BAI L 9 GACE WPE CLIPS, 4' O.C. — _10'MA•.. —I 2-7/8" O.D. END POST )f STAINLESS STEEL NIPPLE AS REQUIRED, TYR OF 3 X4" STAINLESS STEEL TEE — ' TIE ROD AT ALL CORNER, END, )f" STAINLESS STEEL BALL GATE AND VALVE, TYR. OF 2 PULL POSTS `STAINLESS STEEL THREADED TAP ALL CHAIN LINK FENCE SHALL BE GALVANIZED CHAIN -LINK FENCE NLT Tu SCALE POST HOLE CONCRETE: NOTES: GATE AND END POSTS (2) LINE POSTS (2) 1 NOTE: MINIMUM DEPTHS BASED ON IBC GRAVEL(GW) OR MIN. DEPTH = 54' 48" SANDY GPAVEL(GP) SOIL TYPES PER IBC TABLE 18D4.2 MIN. DIAMETER = 18" 18" 2. CONCRETE FOR ALL FOOTINGS SHALL BE WSDOT CLASS 40DO. MIN, POST EMBEDMENT = 24' 24" FENCE END 12' POST UNIVERSAL TRACK BRACKET 4' O.D. GATE �\ I POST (TYR) CATE LATCH WITH LOCK _ ' t INDUSTRIAL DOUBLE - WHEEL CARRIER SHACKLE ROD SCHEDULE FITTING SHACKLE ROD NUMBER SIZE 125LB 4' 2 3/4" 6" 2 3/4' 8' 2 3/4- 10' 4 3/4" 12" 4 3/4' 250LB 4' 2 3/4' 6' 2 3/4" 8" 2 3/4' 10' 4 3/4" 12' 6 3/4" 5' REAR WHEEL WITH BRACKET, TYR 09' HORIZONTAL TRACK ._--__( 4 O.D. GATE POST _ .._iYP.) PAVED CONCRETE PEP }' , PLANS. Fat DETAILS SEE DWG NO CO2 I. MANUAL CHAIN -LINK ROLL GATE DETAIL TIE ROD FITTING NUT ASSEMBLY TIE BOLT J SHACKLE ROD DETAIL NOT TO SCALE TIE BOLTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS PRESSURE GAUGE, SEE 3" WELDED 55 SPECIFICATIONS GOOSENECK N' l 3" SS PIPE FLANGE � 2" SQUARE STAINLESS STEEL n ENURE LENGTH � DIAPHRAGM SEAL GROUND ELEVATION 4.25_ DIA. 1/8' MIN. THICKNESS I" DIA SOLID METAL STOCK, 1 /8' MIN. f,/- LENGTH AS REQUIRED THICKNESS A ,�. SET SCREW 24" MIN. Y _ <225' INSIDE MEASUREMENT 3' WELDED 2.25' DEPTH TRANSITION TO PVC SS BEND OPERATING NUT EXTENSION BELOW GRADE _ J SS PIPE NOT TO SCALE PROPOSED FORCE MAIN L PIPE PRESSURE GAUGE DETAILS STANDON ADJUSTABLE PIPE SUPPORT PIPE 2'0 GALVANIZED AS REQUIRED STEEL PIPE (2) 5/8"0 SS DRILL AND EPDXY ANCHOR SYSTEM EQUAL TO HILT] 'HIT C100' WITH SS NUT AND WASHER, EMBED 4' MINIMUM VALVE VAULT FLOOR. VERTICAL PIPE SUPPORT DETAIL HATCH CURB . ,;i Tl, SCAB= OPENING WET WELL PASSIVE VENT DETAILS NOT TO SCALE TRFUCH TRENCH WIDTH PER WSDOT SS 2-09,4 PIPE ZONE BACKFILL PER ASCOT SS 7-083(3) RAVEL BACKFILL FOR PIPE ZONE BEDDING PER SDOT SS 9-03.12(3) PIPE ZONE BEDDING SCALE 2" BAR 3-, 2)1'Kh' BRACKETS T&B, 8' OC. MAX. VERTICAL _ SPACING PROVIDE ADDITIONAL DIAGONAL/BRACKETS AT TOP NOTES: CONNECTION 1. LADDER SHALL BE ALUMINUM. 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF ANSI A14.3 STRINGERS, FB 2> _X,> " LADDER RAILS, PUNCH TO RECEIVE RUNGS CONCRETE WALL/RISER T'IPI CONCRETE ANCHORS, TYR ..-- iB' 7" MIN. J� o iN LEA OF TOP DIAGONAL, EXTEND RAILS AND BEND 3' AT FLOOR 12" J SECURE WITH Bg" CONCRETE 2" ANCHORS i' DIA. RUNGS, EQUALLY SPACED TYP VERTICALLY ® 12' O.C. PLAN PROFILE TYPICAL LADDER DETAIL NOT 10 4L:. _ BACKFILL AROUND .VE WITH COMPACTED )SHED ROCK VALVE BOX BASE, PER CITY OF RENTON STANDARD INSTALL VALVE PLUMB AND VERTICAL. PRETEST CLUSTERS PRIOR TO INSTALLATION. GATE OR ECCENTRIC PLUG VALVE (GATE VALVE SHOWN), (FL+FL, 7 FOR PVC, PROVIDE VAN -STONE STYLE - PROVIDE 4' THICK FLANGE ADAPTER (FL.S). INSTALL PER CONCRETE SUPPORT MANUFACTURER'S RECOMMENDATION L BLOCK UNDER VALVE, TYR. SURFACE FINISH PER PLAN ISOLATION VALVE DETAIL NOT TO SCALE COMPACTED TO FIRM AND UNYIELDING CONDITIONS ' PIPE U + 24' II TRENCH iiM`TS ' o I CDF TRENCH DAM NATIVE SOIL CONDITIONS UNKNOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH STABILITY AND SAFETY BACKFILL AND MECHANICALLY COMPACT (6" LIFTS) > IMPORTED SELECT BACKFILL TO 95% OF THE MODIFIED PROCTOR. II r— e I f TRACER /LOCATOR TAPE 18 18 PIPE ZONE BEDDING AND BACKFILL PER DETAIL SANITARY SEWER MAIN,, EXCAVATE UNSUITABLE MATERIAL AND PROVIDE �^ I FOUNDATION MATERIAL CLASS A CONFORMING TO WSDOT SS 9-03.17 COMPACTED TO A UNIFORMLY DENSE AND 12' MAX UNYIELDING FOUNDATION, WHEN UNSUITABLE MATERIAL 15 ENCOUNTERED AND AS DIRECTED BY THE ENGINEER PIPE OD t 16" PIPE 00 + 24' MINIMUM AND MAXIMUM KEY CDT TRENCH DAM INTO 12" WIDTH AT PIPE ZONE OF NATIVE TRENCH DETAIL NOT TO SCALE VARIES CANNER 5C:IF KIT IS 5 Ri11 CIGNm1f4G. NC. molb»'kh1.cMI diA -20.Mri: 1O.Lf40l M.,f.M Ha,- �.. uooe .o4,.. o..,.� 22'Z2 a», ih..x Y. WQIATCSR MMmo xc •..a, srk1... ItlCHLAlO MJYf,�, fLVExc n. t' .)M TACCMA '.7I P. Z'.2'x2' GRAVEL DRAIN PAD WRAPPED WITH FILTER FABRIC FOR NET WELL ACCESS HATCH DRAIN, 12' OUTSIDE DIAMETER PRECAST CONCRETE _ WET WELL TOP i 1--4— IT - / UNI-HOIST SLEEVE 3'-6' ® • ALUMINUM ACCESS EMBEDDED INTO TOP 1 I LADDER. SEE DWG Nn OF MET WELL. FINAL / Z'_S• _ CO3 FOR DETAILS. LOCATION BY CITY TYR. WET NF_LL ( n SLEEVE FOR Wl I 8' 0" SAFETY INFLUENT PIPE 1 \ I POLE, TYP.AN / - \ L _ — UNI-HOIST SLEEVE, WALL PRE -CAST MOUNTED TO SIDE OF VALVE VALVE VAULT 10' INSIDE DIAMETER VAULT, ENCASE IN CONCRETE, CONCRETE WETWELL 3/8" SST CAST IN PLACE J-BDLTS FINAL LOCATION BY CITY. FOR SECURING HATCH FRAME. A ; DRILL 1/2' HOLES IN FRAME TO OUT RECEIVE BOLTS. TYP OF 8. COAT WETWELL INTERIOR PER SPECIFICATIONS FINISHED GRADE qk a3402 E— I NET WELL FLOOR CONCRETE THRUST BLOCK FORCEMAIN PIPE LIFT STATION STRUCTURAL PLAN ACCESS HATCH Wi ACCESS HATCH CRUSHED SURFACING TOP COURSE r3 —� NATIVE FILL I =I STRUCTURAL BACKFILL (NP.) I k 8'-D' x 8'-0' x 8'-0" PRECAST CONCRETE - VAULT, EQUAL TO GRANITE PRECAST Bx8 , METER VAULT OR APPROVED EQUAL — - VAULT FLOOR CONCRETE SUMP BASE COAT EXTERIOR OF STRUCTURES PER SPECIFICATIONS 10'-0" INSIDE DIAMETER PRECAST CONCRETE WET WELL 6' THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE WITH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF MANHOLE 6 THICK CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. PROOF ROLL SUBGRADE NTH HOE PLATE IN PRESENCE OF ENGINEER PRIOR TO PLACEMENT OF VAULT LIFT STATION STRUCTURAL ELEVATION Yx' SS SAFETY CHAIN 1 SS CLEVTS CRAP HOC SAFETY LATCH EACH SIC KEYSTONE BLOCK WALL. SEE DWG NO. CO2 FOR LOCATION AND DETAIL THIS SHEET A S01 PROVIDE )'.' STAINLESS STEEL EYE BOLT INSIDE WET WELL SAFETY CHAIN DETAIL ACCESS HATCH SCHEDULE N0. CLEAR OPENING NO. OF LEAVES RATING MOUNTING' GRATING" SAFETY CHAIN'•' GASKET ® 60'x84' 2 H-ZO BOLTS YES YES ODOR TIC41T © 48•x60• 2 H-20 ANCHOR NO YES STANDARD ACCESS HATCH NOTES. • ACCESS HATCH OVER WET WELL SHALL BE MOUNTED USING STAINLESS STEEL BOLTS AS SHOWN ON THIS PLAN. OTHER ACCESS HATCH SHALL BE MOUNTED USING THE STANDARD FRAME ANCHORS THAT COME NTH THE HATCH. GRAVEL BACKFILL FOR WALLS •• ACCESS HATCH SHALL HAVE REMOVABLE GRATING COVER BELOW ACCESS HATCH LID. ••• SAFETY CHAINS SHALL BE PROVIDED ON ACCESS HATCHES KEYSTONE CAP UNIT AS DETAILED FOR EACH HATCH ON THIS SHEET. 1'-lYi 4 4 8' KEYSTONE STANDARD UNIT, PLACE BLOCKS FLAT AND LEVEL PER MANUFACTURER'S HEIGHT VARIES PER PLAN REQUIREMENTS SEE DWG N0. CO2 FOR DETAILS X 54' FIBERGLASS PINS EXISTING GRADE _j-0' IN 6' CRUSHED SURFACING BASE EXISTING GROUND COURSE BELOW WAL_ PROVIDE Y,' STAINLESS STEEL EYE BOLT ON SAFETY POLE FOR SAFETY CHAIN. saWeo- os/zs/iz ENGINEERS PLANNERS 1 NTI Nit Q4W14130tfeG. INC- nl:p://.. •:nZsnn 6 'xYx' GALV STL SLEEVE, maw tca. lew'zV au MOUNTED TO INSIDE OF HATCH IIIIIIIIIII.AiNall"Ild OPENING NTH (4) %' ANCHOR 454 Nae BOLTS. LOCATE NOT TOA. INTERFERE NTH CLOSING OF 22721 2'.e SE, So. 110 HATCH A� � Olwlto� wra'r 2' DIAM. GALV. STL 300 5— So-« . POLE. REMOVABLE TO NOILAIo \\\ ALLOW HATCH TO - Caa._. \FULLY CLOSE (TYP) AMww., 2071 N..>.,-. Y,' SS SAFETY CHAIN NTH Yi" 42' / MIN. TAcom s.sa.. f SS CLEWS GRAP HOOK NTH iT Prcir.:..,n.,e Sur• IN SAFETY LATCH EACH SIDE, TYP 0 45 MAX. VALVE VAULT REMOVABLE SAFETY CHAIN DETAIL NTS WET WELL BOTTOM SEE DWG NO CO2 FOR CONTINUATION 1yj" PVC WET WELL ACCESS HATCH DRAIN, DISCHARGE TO GRAVEL PAD 3' PVC WET WELL PASSIVE VENT 12' DEEP SUMP AND SUMP PUMP SUMP PUMP 6' 01 COUPLING DISCHARGE (R,cRJ) TYP OF 2 6' DI ECCENTRIC - TO ETWELL VALVE W/ Ye TURN SUBMERSIBLE (FL -+FL). TYP. OF 2 La I 6' DI FCA, TYP. OF 3 12' PVC GRAVITY _ INFLUENT PIP= I I 0 ACCESS HATCH i OPENING. TYP, ri I' r G ACCESS HATCH DRAIN J NET WELL .' . PASSIVE VENT 4� 30.51 PUMP RAIL fi DI 90 BEND (YP_ OFC2 �. T 6' DI SPOOL (FLzPE) APPROx. 3'-2" LENGTH TYP. OF 2 12' INFLUENT, ROTATED FOR CLARITY SUBMERSIBLE PUMP 421 00• I 3r� SHACKLE ROD, TYP. OF 2 LOCATIONS NOTE: PIPING SHALL BE PAINTED PER SPECIFICATIONS LOCATION OF PIPE SUPPORT. SEE DWG NO. CO3 FOR DETAILS. TYP. 6' DI SPOOL (FLxFL) 1'-3' LENGTH, TYP OF 2 PVC SCHEDULE 80 6' DI 90 SEND (FLxFL) PIPE AND FITTINGS 6' DI SPOOL (FLxFL) 1)4" UNION APPROX 2'-2' LENGTH J 6" DI SPOOL (fLxPE) 8"x6' DI REDUCER (FLxMJ) 1)}- PIPE 1 APPROX. 6'-6' LENGTH 8' DI 90 BEND (FL.MJ), W/ THRUST BLOCK I,--r mN' 6' DI TEE (FL.FL) A 0 - PRESSURE GAUGE, TYP. OF 4, 6' DI SPOOL (FLzPE) SEE DETAIL ON DWG N0. CO3 APPROX. 1•-1' LENGTH. TYP. DF 2 /6" 8' DI SPOOL (FLzPE), 6 DI SPOOL (PE.PE) 1Yj' PVC AIR RELEASE /APPROX. APPROX 4'-0" LENGTH APPROx 4'-9' DI SWING CHECK DISCHARGE LINE, SECURE TO `t. LENGTH, TYP. OF 2 VALVE (FLxFL), TYR. OF 2. WALL NTH CLAMPS i`t DI SPOOL (PExFL) B' DI ECCENTRIC PLUG VALVE (MJWJ) 3'-9' LENGTH, WITH VALVE BOX (PER CITY STANDARD) TYP OF 2 B' DI PIPE, LENGTH AS REQUIRED TO HAKE PROPOSED LIFT STATION MECHANICAL PLAN CONNECTION TO PROPOSED B" PVC FORCENAIN. NOTE: B' fORCEMAM CONSTRUCTED ' BY OTHERS AND IS ANTICIPATED TO BE COMPLETED BEFORE THIS PROJECT STARTS CONSTRUCTION. ACCESS HATCH, TYP SUMP PUMP DISCHARGE PIPE, PROVIDE ISOLATION AND CHECK VALVES NEAR SUMP PUMP 1Y" PVC AIR RELEASE DISCHARGE DINE SLR_ OPE 21.. - ECCENTRIC VALVE CHECK VALVE AIR RELEASE VALVE ASSEMBLY, SEE THIS DRAVNG MECHANICAL ELEVATION 1. = i'-p' 0 2' STAINLESS STEEL UNION 2' STAINLESS STEEL NIPPLE, TYP 2" AIR VACUUM RELEASE VALVE 2 STANESS STEEL GATE VALVE 6" FORCEMAIN Yy— 2' SADDLE TEE AIR RELEASE ASSEMBLY DETAIL MECHANICAL OBLIQUE Y Aw ENGINEERS PLAN N Wet F/aGllmtleG. WC nnr;. DoAn2 cam t 8001108p52 4" •n! — Hate:I . a�anr ek HAool MOTHICILL MNtaW 22722 Nth D.',.e SE. Sree 210 WOMICH= warn YA s: tt:9� .. ... P.e. Surte C MtU,77 , r-s exu�10, _. .., , - Sonr tD� TActweA». 62' PI.: .— S0. IN se` A 16727 't- IOINAL O ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES, AND EQUIPMENT LIGHTING FIXTURESIDEVICES ABBREVIATIONS LADDER LOGIC SYMBOL LEGEND \ CIRCUIT BREAKER SERVICE ENTRANCE, SOTCHGEAR, SPDT - SINGLE POLE. DOUBLE THROW INDICATOR LIGHT PELAY SIGNED 05/23/12 xXX/YY - CB SPE & NO. OF POLES ET - ELECTRONIC TRIP MOTOR CONTROL CENTER, OR PANELBOARD FLUORESCENT FIrn1RE SPST - SINGLE POLE, SINGLE THROW DPST - DOUBLE POLE, SINGLE THROW INDICATOR LIGHT _ A - AMBER G - GREEN XYZ ELAN Af1LLF TM - THERMAL MAGNETIC BREAKER MCP - MOTOR CIRCUIT PROTECTOR w\ i� WALL/CEILING MOUNTED FIXTURE IMP - WEATHER-PROOF GFI - GROUND FAULT INTERRUPT P - POWER /� B - BLUE R - RED ( 1"3) TR - rmed relay CR - Control 'l,I.Y C -CLEAR W - WHI IE 4X ' "'ti SE - SERVICE ENTRANCE SURFACE MOUNTED PANELBOARD j---� ' l J C -CONTROL GFI - GROUND FAULT INTERRUPTER M J - INSTRUMENTATION FLOAT SWITCH -� FUSE PC - POWER & CONTROL CJ - CONTROL & INSTRUMENTATION LIMIT MIT SWITCH 3861 e no -�� FUSED DISCONNECT SNATCH EMERGENCY LIGHT WITH SELF CK T. -CIRCUIT _ LIMIT SWITCH, NORMALLY OPEN - - -- -- FLOAT SWITCH, NORMALLY OPEN YaNAL �r- PLUG-IN CONNECTION FLUSHED MOUNTED PANELBOAPD W CONTAINED BATTERY �M� C.O. - CONDUIT ONLY RTM RUN TIME METER N.L. - NIGHT LIGHT AL. - ALUMINUM LIMIT SWITCH FLOAT SWITCH SfCNED O5,/23/12 _ OC MOTOR OPERA710N COUNTER ❑ NXX FIELD CONTROL STATION WITH NEMA • REQUIREMENTS. SURFACE OR PENDANT MOUNTED FIXTURE CU. - COPPER _ LIMIT SWITCH, NORMALLY CLOSED �� FLOAT SWITCH, NORMALLY CLOSED - +�+, AT - NEMA l� 1 SSRVS N3R - NEMA1 3P co) RECESSED FIXTURE HOA HAND -OFF -AUTO SWITCH TM RIJN TIME METER '�� 0 I, 1 SSRVS - SOLID STATE N4 - NEMA 4 N455 -NEMA 4 STAINLESS STEEL N4F - NEMA 4 FIBERGLASS MD MOTION DETECTOR _ 0OPERATION COUNTER RN. MOTOR RUN INDICATION LIGHT TIME DELAY CONTACT PUSHBUTTON - TIME DELAY CONTACT, NORMALLY OPEN, TIME TO PUSHBUTTON, NORMALLY CLOSED A o ♦T P.EDUCED VOLTAGE STARTER N6 - NEMA 6 SFIL SEAL FAIL INDICATION LIGHT CLOSE ♦ + N12 -NEMA 12 GASN:ETEU pC PHOTO CONTROL CELL $FTR SEAL FAIL TRIP RESET OTIL OVER TEMPERATURE INDICATION LIGHT _ u 1� VARIABLE FREQUENCY DRIVE EQUPMENT MOUNTING STAND VOIL MOTOR OVERLOAD INDICATION LIGHT TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT, NORMALLY _� PUSHBUTTON, NORMALLY OPEN 4' � � O SWITCH WTL� S ® SraNpako SNATCH, 12ovAc. zo AMP �.-.- CLOSED, TIME TO OPEN T� INDICATE TYPE BY MOTOR STARTER HEATER. WATTAGE NOTED LETTER INSTRUMENT METER THERMOSTAT S ® 3-WAY 51WTCH, 120VAC, 20 AMP TIME DELAY CONTACT n THERMO SWITCH. NORMALLY OPEN 71ME DELAY CONTACT. NORMALLY OPEN, d__ DEAVCESHANDOF MOTOR STARTER WXAUTO OPERATOR SWAY AH-_AMMETER -HOUR VARH-VVARHOUR METER ��� TIME TO OPEN C D ® EQUIPMENT CONNECTION J-PO3 VAC, 20 AMP, ® PF - POWER FACTOR W - WATTMETER B - OPERATIONAL COUNTER C -RUN TIME METER LABELSISWITCH POST R!)H HDA HOA HAND -OFF -MOTION OR PHOTO AM V - VOLTMETER WH - WATTHOUR METER VA - VOLT AMMETER TIME DELAY CONTACT THERMOSTAT D -RUN LIGHT SINGLE PHASE MOTOR. N ___ _ TIME DELAY CONTACT, NORMALLY C--� THERMO SWITCH. NORMALLY CLOSED `r S SINGLE S PILOT RACEWAYLEGEND E - FAIL LIGHT HORSEPOWER AS NOTED CLOSED, TIME CLOSE C7 F - EMERGENCY STOP -POLE EE -LIGHTED \I, RELAY CONTACT, NC 5rrEi'LNJLEGEND K KIRK KEY INTERLOCK O THREE PHASE MOTOR 1pp O SDOUBLE-POLE 2 S KEY -OPERATED K a PROPOSED POWER �X _ FLOWSWITCH s Z POWER TRANSFORMER HORSEPOWER AS NOTED S THREE WAY S LOW VOLTAGE RELAY CONTACT, INSTANTANEOUS CHANGE ---. _. FLOWSMTCH, NORMALLY OPEN W 3 LV TEL PROPOSED TELEPHONE _�' RELAY CONTACT, NO I• O //rtrt N� CONTROL POWER TRANSFORMER HP SINGLE PHASE MOTOR. HORSEPOWER AS NOTED S FOUR WAY 4 S MASTER TEr4 PROPOSED INSTRUMENTATION Q V Lu 4 S DIMMER PUSHBUTTON Z ~ •n.TRANSFORMER cr ELECTRICAL PLUG p Fo PROPOSED FIBER OPTICS PRESSURE SWITCH _ FLOWSWITCH __ �I W J flRESYSTEM SYMBOLS ' b ___ _ FLOwsvnTCH. NORMALLY CLOSED PRESSURE SVA TCH, NORMALLY OPEN �- �" -"' OH HEAT DETECTOR ANWING OF FIIGUrf PLMI tZOEW - CURRENT TRANSFORMER DISCONNECT SWITCH EXPOSED RACEWAY ,� W J / SO SMOKE DETECTOR _ _ _ _ _ CONCEALED, UNDERGROUND, EMBEDDED. OR PRESSURE SWITCH / O CV VOLTAGE TRANSFORMER i-1 FUSED DISCONNECT SWITCH CONCRETE ENCASED RACEWAY !> c� FIRE ALARM DISPATCH STROBE ALAPM ="--7—,-_ PRESSURE SWWTCH, NORMALLY CLOSED 2 POLE SWITCH Q� -Q-�-- HOME RUN TO PANELBOAPO OR AS INDICATED 111�+++ W / � V CONTACTOR COMBINATION MOTOR STARTER FA FIRE ALARM AUDIBLE/VISUAL ALARM � U m W T AND DISCONNECT SWITCH CONDUIT RUN, BROKEN AND CONTINUED SAME F� FIRE ALARM MANUAL PULL STATION SHEET OR AS NOTED W CAPACITOR r FLEXIBLE CONDUIT T RECEPTACLES AND JUNCTION BOX SYMBOLS ADDITIONAL SYMBOLS ENGINE GENERATOR OJ CEILING JUNCTION BOX 05 SOUND SYSTEM SPEAKER �T� CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS Y (' 3 POLE SWATCH CONNECTION WALL JUNCTION BOX SOUND SYSTEM VOLUME CONTROL INDICATING CONDUIT SIZE, NUMBER RGENERATOR ECEPTACLE AND SIZE I}" ORC 2 112 AND SIZE OF WARE FLOOR JUNCTION BOX I�1 DOORBELL I� VNISOLID NEUTRAL Fq DUPLEX WALL RECEPTACLE , 120V CALLWT INDICATING CONDUIT PER SCHEDULE VALVE SYMBOLS r� WP = WEATHERPROOF X%X TB TERMINAL BLOCK G = GROUNDED ISOLATED GROUND PILOT VALVE SOLENOID CONDUIT BENT UP OR TOWARD OF GROUND FAULT INTERRUPTER O SURGE PROTECTION DEICE L,p, DOUSE DUPLEX ) CONDUIT BENT DOWN OF AWAY SPD SINGLE RECEPTACLE, 120V VALVE iml GENERAL NOTES N SURGE PROTECTION DEVICE °7- (ALTERNATIVE) ] CAPPED CONDUIT 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PAGE WILL s c I E h I s s ELECTRICAL6 SIGNAL PLAN DEVICES SINGLE RECEPTACLE, 208Y CHECK VALVE APPEAR IN THIS SET OF PLANS - IaHi @1GIe®elq,NC. GROUNDING SYSTEM SYMBOLS SV SOLENOID VALVE COIL ZS INTRUSION SWITCH O OS DUPLEX FLOOR RECEPTACLE. 120V 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY; EXACT LOCATIONOFS ELECTRICAL EQUIPMENT , - T1 JW 7208Q5: SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR THE INSTALLATION OF ALL EQUIPMENT ON THESE GROUNDSHOWN SPECIAL PURPOSE WALL RECEPTACLE, MV MOTORIZED VALVE COIL ND MOTION DETECTOR O DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY mL�ii14W seiw�w .' METAL PIPE GROUND RATING AS NOTED O CLOCK CONTPGL VALVE loll M MOTOR LT LEVEL TRANSDUCER O O COMPANY STANDARDS CONTACT THE UTILITY COMPANY REPRESENTATIVES AND VERIFY THEIR REQUIREMENTS. wrrfai velar ' ELECTRICAL SITE PLAN SYMBOLS CONNECTION POINT, EXOTHERMIC WELD. • APPROVED 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER -... CADWELD OR EQUAL TV TELEVISION UTILITY POLE AND GUY WARE FS FLOOD SWITCH HE HEATING ELEMENT REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY EXOTHERMIC L�WELDDCIXHNECT10N AT O , TELEPHONE HH MANHOLE OR MANDHOLE LS LIMIT SWITCH PS PRESSURE SWITCH REVIEWED BY THE ENGINEEP. THE GROUND ROD n PIGTAIL, BARE COPPER, AS G TELEPHONE/DATA WITH CABLE HH �P BURIED POWER VAULT OR MANHOLE PB PANIC BUTTON PE PRESSURE ELEMENT 9OLVI30DALeRy LENGTH �V REOUIRED, TAc 8' MINIMUM. �T TELEPHONE VAULT DR PEDESTAL O THERMOSTAT SWITCH FE FLOW ELEMENT en v-5, A,..,,. �,I 1a SCALE: SHOWN � CONNECTION POINT, MECHANICAL COMPRESSION TYPE FIBER OPTICS VAULT OR PEDESTAL KEY ZS INTRUSION SWITCH - KEY O ANALYSIS ELEMENT 0 C 2" o-" LUMINAIRE DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG ��i PAD -MOUNT TPANSFOP.MER rtor. I r..,,.CCA E01 ROAD RY -MLM are May 23. 2012 PEN 17 u 112-033 ru.,ue UBHS-D-E0I DWG �6 OO ❑0 -_- APPROXIMATE LOCATION OF GAS MAIN, INSTALLED BY OTHERS PROPOSED ELECTRICAL SYSTEM „II SS'.rie _ZI - ua LNP +e$ utP ucP - � °y I u PROPOSED LIFT STATION SITE SEE DWG N0. E04 FOR MORE INFORMATION. UGP UW ULP UOP UGP 1 . INSTALL BOLLARDS AROUND TRANSFORMER AS NECESSARY PER PSE STANDARDS AND REQUIREMENTS FOR PROTECTION OF PAD -MOUNT TRANSFORMER, PROPOSED UNDERGROUND PRIMARY POWER SERVICE. MAINTAIN SEPARATION TO OTHER UTILITIES PER PSE REQUIREMENTS AND DETAIL BELOW. ELECTRICAL NOTES I 1 7 1. EXISTING UTILITY POLE. PUGET SOUND ENERGY SHALL PROVIDE PRIMARY SERVICE CONNECTION AT TOP OF POLE. 2. PROPOSED PRIMARY UNDERGROUND POWER SERVICE. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL AND RESTORATION PER PUGET SOUND ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL CONDUIT. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL PRIMARY POWER SERVICE CONDUCTORS. 0 3 PROPOSED PAD -MOUNT TRANSFORMER. CONTRACTOR SHALL PROVIDE EXCAVATION AND RESTORATION FOR INSTALLATION OF TRANSFORMER VAULT PER PUGET SOUND ENERGY REQIIREMENTS PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL TRANSFORMER VAULT AND PAD -MOUNT TRANSFORMER PUGET SOUND ENERGY SHALL TERMINATE CONDUCTORS ON BOTH PRIMARY AND SECONDARY SIDE OF TRANSFORMER. TRANSFORMER FRONT SHALL FACE WEST. TRANSFORMER SHALL HAVE IQ OF CLEARANCE IN FRONT OF TRANSFORMER AND 3' OF CLEARANCE ON SIDES AND REAR OF THE TRANSFORMER 0 4. PROPOSED SECONDARY POWER SERVICE, LPJ CONTRACTOR SHALL PROVIDE TRENCHING, BACKFLL AND RESTORATION. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUITS AND CONDUCTORS FOR SECONDARY POWER SERVICE PER TYPICAL TRENCH DETAIL, SEE DWG NO ED6. X%X 5. SEE DWG N0. E02 FOR CONDUIT/CDNOUCTGR SCHEDULES. 6. INSTALL CONDUIT UNDER ROADWAY PER PUGET SOUND ENERGY AND KING COUNTY STANDARDS PROVIDE TRAFFIC CONTROL AS REWIRED. ELECTRICAL SITE PLAN I' - 7e' PROPOSED 5' W % 7' L PRIMARY POWER PULL VAULT PROVIDED AND INSTALLED BY PSE. CONTRACTOR SHALL PROVIDE EXCAVATION, BACKFILL, AND RESTORATION FOR INSTALLATION OF PROPOSED VAULT, SEE PHOTO A THIS SHEET FOR MORE INFORMATION. PROPOSED ASPHALT CONCRETE PAVING, BY OTHERS NATIVE MATERIAL COMPACTED TO 95% EXISTING ASPHALT PAVING RED ELECTRICAL WARNING TAPE PER ASTM 01557 OR AS REQUIRED CENTERED OVER EACH CONDUIT PER PLAN IN TRENCH (TYP; EXISTING ASPHALT CUT LINE, CONTRACTOR SHALL STAY NATIVE MATERIAL COMPACTED TO 95X RESTORE SURFACE TO EXISTING CONDITION WITHIN EXISTING CUT LINES PER ASTM D1557 OR AS REQUIRED OR BETTER PER PLAN. ROADWAY SECTION ON PER PLAN SCHOOL PROPERTY SHALL MATCH EXISTING —� ROADWAY SECTION PROVIDE 4" COMPACTED DEPTH OF ` 5;,,, Q\;�� �--� 5/8-MINUS CRUSHED ROCK, COMPACTED TO 95% MAXIMUM ��' REQUIRED PER PLAN ENSrtv OR AS //A s :3 n 6" MIN 3' OMN \ \\ / \\ RED ELECTRICAL WARNING TAPE 6 MI 3" MIN / IN TRENCH TERED OVER CONDUIT ,\ i SAND BEDDING MATERIAL PER 3' MN WSOOT SPECIFICATION 9-03.13 SAND BEDDING MATERIAL PER PRIMARY SERVICE ELECTRICAL CONDUIT. NSDOT SPECIFICATION 9-03.13 A SUPPLIED AND INSTALLED BY PSE ,\ EXISTING IY SEWER DETAIL ELECTRICAL CONDUIT /, /, //, /�i �.. /, .% I A 3' MIN /� DETAIL o TYPICAL TRENCH DETAILS NOT TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. EXISTING 12 SEWER < /' T�<� I { IV APPROXIMATE LOCATION OF PROPOSED PRIMARY POWER PULL VAULT. VAULT SHALL BE INSTALLED PARTIALLY IN SIDEWALK AND GRASS AREA. CONTRACTOR SHALL RESTORE BOTH THE SIDEWALK/CURB AND GRASS AREA TO EXISTING OR BETTER CONDITION AFTER INSTALLATION OF PROPOSED VAULT VAULT LID SHALL BE FLUSH WITH SIDEWALK EXISTING ASPHALT ROADWAY SURFACE l �\ 0) ws UGP co \ m m I to I� I 2 A I 0 IICP . EXISTING OVERHEAD __j PRIMARY POWER SERVICE PRIMARY POWER PULL VAULT LOCATION SIGNED. 05/23/02 �� MtLC 38613 1dIAL >�' SIGNED 05/19/12 A �. Z 2 ~ cc W tL c� _ J O U CC W cc H V m U J J W INE LAN NE RS S C10 I E N T I S S lw 111,12 WOlIi1)q. ING 1 2— ao.tn2 I ace -20 e0 BELLJitIN1 rswd ,5, — . 1o. P-1 BOTHE L 72722 2911, Dr SE, 50, 21C mycam 300 S.— Slrxt. Sete 5 POCI{JMO sin.' v,-.pia Pan 5— S., �MObAts sss �-I. I)n, m. N. unr� as TACpN s• N SCALE. SHOWN 0 T" 2" DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG 2oT- 2D ­CCA E02 cM�m uLM vrz May 23. 2012 —T ..T REN an 112-033 17 UBHS-D-EO3. DWC ....' APPROXIMATE LOCATION OF GAS MAIN, INSTALLED BY OTHERS PROPOSED ELECTRICAL SYSTEM ELECTRICAL NOTES 1� 1. EXISTING UTWTY POLE, PUGET SOUND ENERGY SHALL PROVIDE PRIMARY SERVICE CONNECTION AT TOP OF POLE. 2. PROPOSED PRIMARY UNDERGROUND POWER SERVICE. CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL AND RESTORATION PER PUGET SOUND ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL CONDUIT. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL PRIMARY POWER SERVICE CONDUCTORS. 3. PROPOSED PAD -MOUNT TRANSFORMER. CONTRACTOR SHALL PROVIDE EXCAVATION AND RESTORATION FOR INSTALLATION OF TRANSFORMER VAULT PER PUGET SOUND ENERGY REQUIREMENTS. PUGET SOUND ENERGY SHALL PROVIDE AND INSTALL TRANSFORMER VAULT AND PAD -MOUNT TRANSFORMER. PUGET SOUND ENERGY SHALL TERMINATE CONDUCTORS ON BOTH PRIMARY AND SECONDARY SIDE OF TRANSFORMER. TRANSFORMER FRONT SHALL FACE WEST. TRANSFORMER SHALL HAVE 10' OF CLEARANCE IN FRONT OF TRANSFORMER AND 3' OF CLEARANCE ON SIDES AND REAR OF THE TRANSFORMER. 4. PROPOSED SECONDARY POWER SERVICE, PT CONTRACTOR SHALL PROVIDE TRENCHING, BACKFILL AND RESTORATION. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUITS AND CONDUCTORS FOR SECONDARY POWER SERVCE PER TYPICAL TRENCH DETAIL, SEE DWG NO E06. XXX 5. SEE DWG NO. E02 FOR CONDUIT/CONDUCTOR SCHEDULES. 6. INSTALL CONDUIT UNDER ROADWAY PER PUGET SOUND ENERGY AND KING COUNTY STANDARDS. PROVIDE TRAFFIC CONTROL AS REQUIRED. ELECTRICAL SITE PLAN 1" = 20' PROPOSED 5' W X 7' L PRIMARY POWER \ PULL VAULT PROVIDED AND INSTALLED BY PSE. CONTRACTOR SHALL PROVIDE EXCAVATION, BACKFILL, AND RESTORATION FOR INSTALLATION OF PROPOSED VAULT. SEE PHOTO A THIS SHEET FOR MORE INFORMATION. PROPOSED ASPHALT CONCRETE PAVING, BY OTHERS NATIVE MATERIA. COMPACTED TO 95% EXISTING ASPHALT PAVING RED ELECTRICAL WARNING TAPE PER ASTM D1557 OR AS REQUIRED CENTERED OVER EACH CONDUIT PER PLAN IN TRENCH (NP) EXISTING ASPHALT CUT LINE, CONTRACTOR SHALL STAY NATIVE MATERIAL COMPACTED TO 95% RESTORE SURFACE TO EXISTING CONDITION WITHIN EXISTING CUT LINES PER ASTM D1557 OR AS REQUIRED OR BETTER PER PLAN. ROADWAY SECTION ON PER PLAN SCHOOL PROPERTY SHALL MATCH EXISTING ___.__...._.._......_._.__._._.....: ROADWAY SECTION .................................. ... _........... .. _._..._.. / PROVIDE 4" COMPACTED DEPTH OF F /. y // 5/8—MINUS CRUSHED ROCK, COMPACTED w V-\ VA VA VA VAVA; TO 95% MAXIMUM DENSITY OR AS 9' V A REQUIRED PER PLAN RED ELECTRICAL WARNING TAPE 6" MI \I 6" WIN ', 3" MIN / /- / // / 3" MIN 1 /\\/\ / /\ /� CENTERED OVER EACH CONDUIT IN TRENCH (TYP) T SAND BEDDING MATERIAL PER 3" MIN WSDOT SPECIFICATION 9-03.13 3" IN\�\�/\/\/\ \ \ \ \ SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9-03.13 XA\� PRIMARY SERVICE GE ELECTRICAL CONDUIT \// �/. /j % SUPPLIED AND INSTALLED BY PSE ELECTRICAL CONDUIT ��/� jA//�i,��/- EXISTING 12" SEWER DETAIL 3MIN DETAIL o TYPICAL TRENCH DETAILS NOT TO SCALE NOTE. BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. APPROXIMATE LOCATION OF PROPOSED PRIMARY POWER PULL VAULT. VAULT SHALL BE INSTALLED PARTIALLY IN SIDEWALK AND GRASS AREA. CONTRACTOR SHALL RESTORE BOTH THE SIDEWALK/CURB AND GRASS AREA TO EXISTING OR BETTER CONDITION AFTER INSTALLATION OF PROPOSED VAULT. VAULT LID SHALL BE FLUSH WITH SIDEWALK. PRIMARY POWER PULL VAULT LOCATION NO SCALE SIGNED: 05/23/12 �1z 38613 tc19 SIGNED: 05123112 cc `� S G ♦ z ENGINEERS P L.AN ..RS S C:I EN-IS'T'S M2di2 M?I(ilF$.NSi6 �. h 49 W"' HH.". ms 4 A SOTRELL .m. EAST vnwkl C� awA�aGo 3,n t. t t Rl"LAND I.! as Y" NW Mh7 s Rd, �t ..1 TACOMA toa'na� SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 20 1 _ _ CCA E02 May 23, 2012 REM 112-033 LIGHTING FIXTURE SCHEDULE MANUFACTL,--_- * LAMP TYPE DESCRIPTION NAME CATALOG NO. QTY. CATALOG NO. Al METAL HALIDE OUTDOOR AREA SECURITY LIGHT, 120 VAC, (1) 71T HALIDE - IOOW METAL HALIDE LAMP, MOUNT TOP OF FIXTURE 12" LITHONIA TDD 1DOML 120 M2 WATT BELOW TOP OF POLE, U.L. LISTED FOR WET LOCATIONS. R NUMBER OF LAMPS PER FIXTURE ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NO. SERVCE ENTRANCE DISCONNECT SWITCH - NEMA 3R, HEAVY A O DUTY SE RACE RATED. 100% RATED CIRCUIT BREAKER, 100-AMP, HDL 26100C WITH 6DOVOLT, 1B.D00 AMP INTERRUPTING RATING. SQUARE D ENCLOSURE OR EQUAL © MANUAL TRANSFER SWITCH - NEMA 3R, DOUBLE THROW, MODEL DTU363RB NON -FUSED SAFETY SWITCH, 6DOV, 100-AMP. SQUARED OR EQUAL © GENERATOR RECEPTACLE - 100A, 480 VOLT. 4-POLE, 3-WIRE, APPLETON MODEL ADR1034 W/ THREADED CAP, WEATHER PROOF. MODEL AJAIDO ANGEL ADAPTER OR EQUAL 00 NOT USED THIS PLAN E FLOAT SWITCH - SEE DETAIL ON OWG NO E07 SEE SEE SPECIFICATIONS SPECIFICATIONS ( LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS © CHECK VALVE LIMIT SWITCHES - CONTRACTOR SHALL SELECT HEAVY DUTY ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARED TYPE C, CLASS CONFIGURATION. SEE DETAIL ON DWG N0. E07 9DO7 OR EQUAL O NOT USED THIS PLAN KO VAULT FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 2D OMEGA MODEL LVN-2D OR VA. SEE DWG N0. E07 FOR DETAIL. EQUAL © NOT USED THIS PLAN O INTRUSION ALARM SWITCH - CONTRACTOR SHALL SELECT HEAVY DUTY ACTUATOR LEVER ARM BEST SUITED FOR MOUNTNG SQUARE D TYPE C. CLASS CONFIGURATION. WIRE SWITCHES IN SERIES. 9007 OR EQUAL REMARKS GROUNDING PER DETAIL THIS SHEET. PROPOSED PAD -MOUNT TRANSFORMER BY UTILITY PROPOSED UNDERGROUND PRIMARY S NG U PER Q SERVNG UTILITY REQUIREMENTS. UTILITY POWER A P1 12470 - 480/277 - VOLT, 30 POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS Pl UTILITY TRANSFORMER SERVCE ENTRANCE DISCONNECT 1 1/4' (3) - 13, (1) - 13 N P2 MAIN DISCONNECT UTILITY METER 1 1/4" (3) - 13. (1) - 13 N, (1) - 18 ORD P3 UTILITY METER MANUAL TRANSFER SWITCH, 'MTS' 1 1/4' (3) - 13, (1) - 1J N, (I) - 18 GRD P4 STANDBY GENERATOR RECEPTACLE MANUAL TRANSFER SWITCH, "MTS' 1 1/4- (3) - 13. (1) - 13 N. (1) - 18 GRD PS BELOW "MTS" STUB & CAP (FUTURE EG SET) 1 1/4' NYLON PULL CORD Pfi LIGHTING PANEL. 'L SITE UGHT MOTOR CONTROL CENTER, "MCC" 3/4- 1 1/4' (2) - 112. (1) - 112 GRD (3) - 13, (1) - 13 N, (1) - 18 GRD -(E5 _ _ MANUAL TRANSFER SWITCH, "MT5 P8 MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE i" (3) - 110. (1) - 110 GRD, MOTOR SENSOR CABLE PB MOTOR CONTROL CENTER, "MCC" MOTOR SPLICE HANDHOLE 1' (3) - 110. (1) - 110 GRD, MOTOR SENSOR CABLE 10 MOTOR SPLICE HANDHOLE PUMP NO. I, P-1 2 PUMP MOTOR CABLES Pit MOTOR SPLICE HANDHOLE PUMP NO. 2, P-2 2' PUMP MOTOR CABLES P12 TELEMETRY PANEL, "RTU LIGHTING PANEL, "L 3/4" (2) - 012. (1) - 112 GRD P13 LIGHTING PANEL, 'C STUB & CAP 3/4" 3/8" NYLON PULL CORD P14 LIGHTING PANEL, "L" STUB & CAP 3/4" 3/8' NYLON PULL CORD P15 LIGHTING PANEL, 'L" DEDICATED SUMP PUMP RECEPTACLE 3/4" (2 - 112. (1) - 012 GRD P16 LIGHTING PANEL, 'L OUTDOOR RECEPTACLE 3/4- (2) - 12, (1) - #12 GRD CO CONDUIT AND CONDUCTOR SCHE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS CI WETWELL FLOATS FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 1" MANUFACTURER FLOAT CABLES C2 VALVE UNIT SWITCHES VALVE VAULT JUNCTION BOX 3/4" (2) - 114, (1) - 014 GRO C3 VALVE VAULT FLOOD SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - 114. (1) - 014 GRD C4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, 'RTU' 1" (6) - 014, (1) - 114 GRD C5 BUILDING INTRUSION ALARM SWITCH TELEMETRY PANEL, 'RTU' 3/4' (2) - 114. (1) - 114 GRD C6 OVERFLOW LEVEL FLOAT FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 1" MANUFACTURER'S FLOAT CABLES C7 BELOW 'MTS" STUB & CAP (FUTURE EG SET) 3/4" 3/9" NYLON PLA.L CORD C8 TELEMETRY PANEL, 'RTU' STUB & CAP (FUTURE EG SET) 3/4' 3/8' NYLON PULL CORD C9 VALVE VAULT ,UNCTION BOX TELEMETRY PANEL, "RTU' 3/4- (8) - 114. (1) - 114 GRD C10 TELEMETRY PANEL, 'RTU" MOTOR CONTROL CENTER, 'MCC' 1 1/4' (30) - 114. (1) - 114 GRD C11 INTRUSION DISABLE SWITCH TELEMETRY PANEL, "RTU' 3/4" (2) - 114. (1) - 114 GRID C12 VALVE VAULT INTRL19ON SWITCH VALVE VALLT JUNCTION BOX 3/4- (2) - 114, (1) - 114 GRD C13 'MCC' DOOR INTRUSION SWITCH ITELEMETRY PANEL, 'RTU 1 3/4' (2) - 114. (1) - 114 GRD INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS A TELEMETRY PANEL, "RTU' STUB & CAP (FUTURE FLOW METER) 1 1/2' 3/8' NYLON PULL CORD J2 43 TELEMETRY PANEL. "RTU" WETWELL LEVEL TRANSMITTER ANTENNA 2" ANTENNA CABLE MANUFACTURER'S LEVEL TRANSMITTER CABLE FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE 3/4' J4 FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE TELEMETRY PANEL, "RTU" 3/4" (1) 2-CONDUCTOR SHIELDED CABLE I P3 I I I O I I I P4 6 ONE -LINE DIAGRAM NQ SCA__ ELECTRICAL NOTES 1. PROPOSED MAIN REVENUE METERING. METER BASE AND ENCLOSURE BY CONTRACTOR PER SERVNG UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. 2. PROPOSED SERVICE ENTRANCE DISCONNECT SWITCH. 3. PROPOSED MANUAL TRANSFER SWITCH. LEAVE ADEQUATE ROOM FOR THE INSTALLATION OF A AUTOMATIC TRANSFER SWITCH THAT WILL REPLACE THE MTS IN THE FUTURE. THE FUTURE ATS ENCLOSURE DIMENSIONS ARE 40"H X 30'W 4, PROPOSED MOTOR CONTROL CENTER. NEMA 3R OUTER ENCLOSURE WITH NEMA 1 INNER ENCLOSURES FOR EQUIPMENT. 5. WATERPROOF SPUCE SEE DETAIL ON OW, NO E06 (TYPICAL) 6. (2) - 5/8' X 8' COPPER GROUND RODS SPACED APART AS SHOWN ON DWG NO. E04. I� 7. SEE DWG NO. E08 FOR CONTROL LOGO DIAGRAMS. 8. PROPOSED IB RENTON UFU ESNFORTOR CT CORRECT OF GENERATOR TACLE. COORDINATE WITH CITY OF MOTOR CONTROL CENTER, 48OV, 30, 4W, 600A BUS, 42 KAIC WITHSTAND. I SERVICE ENTRANCE DISCONNECT SWITCH • GND BUS 16 MIN. 16 /6 BOND TO PIPE IN VALVE VAULT CONCRETE REBAR MAT 6 UFER CONNECTION GROUNDING NO SCALE PANEL SCHEDULE L N0. L LOCATION: MCC SERVING: PUMP STATION 1 3 5 7 9 it 13 15 17 2 4 6 8 10 12 14 16 18 240/120 VOLTS 3 WIRE CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION OUTDOOR RECEPTACLES 0.54 2o 20 0 28 SITE LIGHTING VALVE VAULT SUMP PUMP RECEPTACLE 1,20 20 2D - SPARE MCC PANEL LIGHTING 0.08 20 20 SPARE TELEMETRY PANEL 0. 0 2o 20 SPARE SPARE 20 20 SPARE SPARE 20 SPACE SPARE 20 SPACE SPARE 20 SPACE SPACE SPACE CONNECTION LOAD: DEMAND: LIGHTING AND CONTROL LOAD DEMAND LOAD: 2.60 KVA 10.83 AMPS 2 06 KVA 8.58 AMPS SIGNED' 05/23/12 �� MILL 38613 �Ie,o Ett .Q� 7oxA1. v*'' SIGNED 05/23/12 `t Y HOLE THOLE 0 PROPOSED SEAL -OFF, T,PF AL Z 'LASTIC BUSHING AT O ONDUIT, TYPICAL. W N L. i Oi.- CC W U m J cl Z Ca C ,CC V a W J Z D J 0 LiJ W Z = ON J a U I.L U W J LLB PLANNERS S C I E N TISTS Itl4104GAImIN6. W4C -../..:rz:. ma�DwM,,Z.cam 1400 -2a.eri^. WIO.L/4rIM1 swiw�w 11.1 Ile•.: Ma.ue Pp>y MOTHUL rrlar 221U 29m G,., SF. Sun, 21l MTOe awaw 3w sm- Sheet Salle 5 1NC4YAW 11t000srM0l 23:1 Na Yny, EC. S. re 1)] TACOWIA raaa�w 671 Pon& , IN DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG I o.c n -CCA E03 a MLM May 23, 2012 r M° ec PEN Ia 112-033 17 LIBHS-D-EO2. DWG i Oq ELECTRICAL NOTES 1. SEE DWG N0. E02 FOR ELECTRICAL EQUIPMENT AND /•�•�•�• INSTRUMENTATION SCHEDULE. PROPOSED VENT PIPE �•�•/' I XXX 2. SEE DWG NO. E02 FOR CONDUIT/CONDUCTOR SCHEDULES. 'MCC'. 3, PROPOSED MOTOR CONTROL CENTER, SEE DWG NO. E05 FOR DETAILS. �•�',' I 4� 4. PROPOSED MANUAL TRANSFER SWITCH, 'MTS'. PROVIDE SPACE ' ' FOR FUTURE 'ATS'. �• 5. PROPOSED TELEMETRY PANEL. 'RTU'. PROVIDED BY CITY OF - PROPOSED FENCE � I RENTON. CONTRACTOR SHALL INSTALL THE 'RTU' AND CONNECT �•I•i•�• ALL FIELD . SEE APPENDIX FOR TELEMETRY PANEL DRAWINGS. I I� 6. TO PROPOSED PAD -MOUNT TRANSFORMER SEE ELECTRICAL �•�• PROPOSED LICHT POLE. SEE �' SITE PLAN FOR CONTINUATION. �•�• DWG NO. E07 FOR DETAILS I i•�•I• PROPOSED WSDOT TYPE 1 I� 7. GROUND ROD PER N.E.C. (TYPICAL). USE EXOTHERMIC WELD i• HANDHOLE (TYP) I CONNECTION AT THE GROUND ROD. SEE DWG N0. E06 FOR i' ADDITIONAL DETAIL LOCATE GROUND RODS 2' MINIMUM FROM i•�• I BUILDING FOUNDATION. �.�'�•/ L1 I 1 �'"� I 8. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 !'�• PROPOSED WET WELL P6 I LOCATIONS). SEE DWG NO. E06 FOR ADDITIONAL DETAIL � ��� 9, PROVIDE STAINLESS STEEL CALUMS CORD GRIP BASE (CGB) AT �. AT I ATION INTO WELL, TYPICAL OF ALL CONDUIT -L• PROPOSED ACCESS• t'^ HATCH OPENING PENETRATIONSNET WET WELL PROPOSED P16 SITE LIGHT PROPOSED SUMP PUMP RECEPTACLE •� I AT 10. SEE DWC NO E02 FOR LIGHTING FIXTURE SCHEDULE PROPOSED ACCESS HATCH OPENING �y �� I PROPOSED FENCE 11. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE. • ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH JOTHER rF-, C2DNtSpNiAFCA EQUIPMENTWEfWEUOurGLA551 I PROPOSED SUMP P71 !t A, ,PUMP' : .-_ ` 1..'_ I PROPOSED FORCEMAIN E pla cm is, ® I L PR PO D RUST N DISABLE KEYSWITCH, — — O C2 AT ACH TO F EDES'L SUPPORT PROPOSED TELEMETRY - j v 09 ANTENNA CONTRACTOR TO INSTALL TELEMETRY F� C3 DETAIL THIS ANTENNA PER SHEETT PROPOSED MOTOR SPLICE HANDHOLE. Cl 3 Cit 2 - SPACE FOR SEE DETAILS ON DWG NO, EO6 �� J3 FUTURE IF AUTOMATI TRANSFERC___ I PROPOSED FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE SEE DETAILS ON DWG N0. E06 P9 - P8 'MCC- �" �'RTU'� MCC' RTU' PROPOSED CONCRETE ELECTRICAL PAD --------------- PROPOSED MAIN SERVICE DISCONNECT SWITCH PROPOSED ELECTRICAL PEDESTAL C D 07 07 POWER DISTRIBUTION AND SIGNAL PLAN 1 /2' = 1'-0' DUPLEX OUTDOOR i RECEPTACLE MOUNTED ANTNNA MOUNTED ON 1" 0 GALVANIZED PIPE EXTENDED FROM 2 1/2- X 1- BELL REDUCER ATOP 2 1/2- ANTENNA MAST AT APPROX. 20' ABOVE GRADE. PROVIDE 12" DIAMETER ANTENNA SUPPLIED BY CONTRACTOR. COORDINATE WTH OWNER ON MOUNTING HEIGHT AND DIRECTION MINIMUM DRIP LOOP. 2'x1/4"N36" GALVANIZED STEEL ANGLE. CONTRACTOR SHALL WELD PLATE TO THE ANTENNA MAST 12 BELOW ANTENNA. POSITION IN DIRECTION SO THAT ANTENNA CAN BE ACCESSED WTH A LADDER. CONTRACTOR SHALL GALVANIZE AFTER WELDING. f i ANTENNA MAST. 2 1/2" SCHEDULE 40 GALVANIZED PIPE. SPARE CONDUITS STUBBED UP AND CAPPED DRILL HOLE IN ANTENNA MAST AND BURNDY GAR1826 COPPER ROUTE ANTENNA CABLE THROUGH ALLOY GROUND CLAMP, MAST. CONTRACTOR SHALL PROVIDE SUITABLE FOR DIRECT BURIAL WATER TIGHT CONNECTION AT ENTRY POINT AND RUBBER GROMMET TO PREVENT CABLE FROM BEING DAMAGE cMEED POLE IN CONCRETE FOUNDATION AGAINST EDGE. 1l22*0 CAST T PLACE CONCPIN IPE SUPPORT FINISH GRADE EMBED ANTENNA MAST IN CONCRETE A MINIMUM OF 36'. 4, 0' %6 BARE COPPER GROUND TO GROUNDING SYSTEM, CLASS 4DOO ONCRETE 2' C, ANTENNA CABLE FOOTING PER R WSD07 6-02 FROM VAULT I II (6) -/4 EQUALLY SPACED �It 0' EVE /4 TIES 9 12" O.C. POLE AND ANTENNA MOUNTING DETAIL NOT TO SCALE r- - 1 2 3 4- - -6 a eppe qp ® ® El -/c -D -E -F -G -H -I -L o 0 0 ® ® I PROPOSED CONCRETE PAD -/ MOTOR CONTROL CENTER LAYOUT NAMEPLATE RUN-TIME METER AMMETER DISPLAY RESE TTABLE OPERATION COUNTER MANUAL BYPASS ENABLED PUMP OVERTEMP LIGHT PUMP SEAL FAIL LIGHT PUMP RUN LIGHT PUMP FAIL LIGHT DISCONNECT SWITCH AMMETER SELECTION Svn TCH jIL L�IV BYPASS-SOFTSTART KEY SMTCH EMERGENCY STOP BUTTON SOFTST ART RESET BUTTON TYPICAL SOFT START PANEL DETAIL NOT TO SCALE MCC CONTROL DEVICES MCC SECTION NAMEPLATE SCHEDULE IA POAER MONITOR 1E PHASE FAIL RELAY IG SPD 11 MCC MAIN LUGS 2F LIGHTING PANELBOARD 'L" 21 LIGHTING TRANSFORMER 3A PUMP NO. 1, P-1 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP MANUAL BYPASS P-1 BYPASS-SOFTSTART EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS SOFTSTART RESET 3; PUMP NO. 2. P-2 PUMP RUN PUMP FAIL PUMP OVERTEMP PUMP SEAL FAIL EMERGENCY STOP MANUAL BYPASS P-2 BYPASS-SOFTSTART EMERGENCY STOP ALARM RESET ELAPSED TIME (HOURS) START COUNTS SOFTSTART RESET TELEMETRY PANEL. *RTU' NEMA 3R MCC NEMA E 4 7 6" U 0 U 0 0 MCC WATEF DOOR' U 0 3 -5 PROPOSED RAN TROUGH ENTIRE -� LENGTH OF MCC 11TIr11w1/1 wit V§V` •IV\W 1" = 1'-0" NEMA 3R ENCLOSURE FRONT VIEW 1" = 1'-0' SIGNED: 05/23/12 I" 3961} ,g R OUTDOOR �'."�°r. n.LOf TIGHT ] MAL 9t' SIGNED 05/23/12 �Y Gti O + 1 i-L R fA� N 0� z °jz W F- CC LL W 1A. 0 O U w � U m ol Lai PLANNERS SC I ENT IS S TUf1 GIGINmU�f' NG �LJMOXAM ararr 1110THaL sem 77'11 29^. }K iE WW1\TOe W1�soo wY� Smm+ 5!•ee:, Suite 5 ISCTBAto r�riur w C—bji ma N� 4we AS i 1. P T'llcom r� E)'. P M �.enu• G�i IJe SCALE: SHOVA DRAWING IS NOT TO SCALE IF BAR IS NOT 2' LONG rtor. I 01C v4 ,.—CCA E05 R<Ea MLM art May 23. 2012 S T. nnr REN n.n 112-033- p na..r UBHS-D-E05. DWG MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS r 3 - - - - - - _ - 1 U 2FU T SIGNED 05/23/12 / I � 480 VAC °GV, 3 PHASE �ywTO 1 PMP 3FU r' 1 0 VAC. 1�, CPT MIL< 0-60 SEC. 40 SET @ ID SEC. TP LOSS R POWER 6T 1 RESTART ,g I( 1 TP 1 h I SIGNED 05123112 AM Il RESET 6 INICAS 120 5 120vAC r2 - r�' Y - 7 OTORj PUMP MOTOR '� O IMMETER SELECTOR TT y--- SMTCH a 0 + T120VAC CT 3 CP 1 ..lit— CR PUMP CALL CUTOFF E-STOP 2 - OVERTEMP 4 1 V + O LIGHT ~R 1-- 'PUMP 01�EftTEMP" 7�r�(' LEAK 8 CR CUTOUT -- 3 PUMP OVERTEMP 120VAC LIGHT R 'PUMP SEAL FAIL IF ST-ACTING R cc SIhG CP PUMP SEAL FAIL I G I 4 0-60 SEC SS vs S TER VNIT CR 2 SET @ 5 SEC. NTH SOFT START AND Ai TP SSRVS CALL r+ STOP CAPABILITIES 2 START DELAY 2 0 Q AND INTERNAL BYPASS I Q I+ I tCONCIOR� MANUAL BYPASSENABLEDCR 2 BYPASS SOFT START ICDL 0 O C— _—_.__ [: CON CONTA AL BYPASS CON CIXJTACTOR CALL �BYPASS ISOLATION 6YP Z CONTACTOR, CONTACTOR, IC ISOLATION CONTACTOR. By P IC KEYSWI TC— CON CALL j -R 2 c INPUT TO START SOFT Lu START uNI I T I _ SOFT STARTER ALARM RESET O SOLID MECHANICAL INTERLOCK --- _ (MSI) MOTOR SOFT STARTER O STATE l MST RUN FROM SOFT STARTER (MS 1) RESET 5 I l � CA MOTOR SOFT STARTER I ` ,l 5 (MS 1) PUN MST FAIL FROM SOFT STARTER CR MOTOR SOF- S-ARIER 6 (MS 1) FAIL OC1 START COUNTS RTM ELAPSED TIME . Y� 8YP (HOURS) 'PUMP RUN" CR 5 1,. - CR PUMP RUN PLANNER S % S C I E N 7 1 5 1 5 M TP CR �ORQL a A72722 29•1 O CR 3 CR 4 CR 7 CP 8 CR ne PUMP FAIL TaQ ---ll CR - - - - - - _ 8 I XC s .a, SI,-.. TI T I T L T ItlCH� - I4 "PUMP FAIL fLVEADAlE FROM RTU RUMP CALL PUMP PUMP PUMP PUMP (24 VDC) OVERTEMP SEAL FAIL RLN A', I SCALE: SHOWN COIL PUMP FAIL CONDUCTORS IN BOTTOM OF 'RTU" 0 1" 2" GRAINING IS NOT TO SCALE DIAGRAM 1: PUMP P-1, P-2 IF BAR IS NOT 2' LONG R0. 1 --CCA E08 —MLM art May 23, 2012 na+r: PEN a+o 112-033 17 naYue LIBHS-D-EOB. DWG TOMOTOR CONTROL CENTER RTU JUNCTION BOX (TYPICAL). - SEAL (-YPICAL).� CONDUIT (TYPICAL). CONTRACTOR SHALL GROUT FILL AROUND _ CONDUIT WITH NON -SHRINK GROUT FOR WATER TIGHTNESS, 1/4%4%4" STEEL PLATE. WELD VNISTRUT TO PLATE AND MOUNT TD WALLS OF HANDHDLE USING (4) 3/8" STAINLESS STEEL CONCRETE ANCHORS VAJLT LID MARKED "ELECTRICAL" WITH WELD BEA TO WETWELL PUMP MOTOR CABLE, 12" MAX, TYP. FLOAT CABLE, OR LEVEL — TRANSMITTER CABLE 2' UNISTRUT (TYPICAL.) I SLOPE CABLE / SLEEVE TOWARDS / AETW`_LL SPLICE HANDHOLE ELEVATION _AGWELD TYPE TA CADWELD CABLE TO CABLE TEE CONNECTION #6 COPPER CONDUCTOR GROUND TEE DETAIL NOT TO SCAL CADWFLD TYPE CR #6 COPPER CONDUCTOR CADWELD CABLE TO GROUND ROD CONNECTION. 5/8' x 8 COPPER GROUND ROD GROUND TEE DETAIL NOT TO SCALE GRANULAR FILL. BUBBLER TUBE FOR BELLOWS JACKETED CABLE FOR LEVEL TRANSDUCER. SICNED: 05123112 0 0 2` UNISTRUT. SECURE UNISTRUT TO HANDHOLE WALLS. 0 0 I PLASTIC TUBE COUPLING. SIZE AS ,g R , 1 NECESSARY, TO "MCC - PUMP POWER CONDUIT � PO ; x (may r - - T : SIGNED05123112 ate" I — i 0 a I SEAL PVC SLEEVE WATERTIGHT 0 SEAL (TYPICAL). I WITH DUCT SEAL (TYPICAL). PVC CONDUIT SLEEVE SEAL (TYPICAL). SEAL PVC SLEEVE WATERTIGHT I WITH DUCT SEAL (TYPICAL) ML TO "MCC". SUMP POWER CONDUIT �— —�;- _ _ i0 WETWELL (TYPICAL) - - PVC CONDUIT SLEEVE. .t I TO WETWELL. _ FLEXIBLE CORD CONNECTOR TO'RTU" (TYPICAL) N (TYPICAL). (TYPICAL) I GG153 /AYf,!CWlI D D L .i AP[A BELL END OF CONDUIT B 1 D o (TYPICAL). I 0 0 TO BUILDING LIGHT SWTCH— COIL MINIMUM OF 5 FEET OF I - ( EXPLOSION PROOF JUNCTION CORD DN E: � WITH COVER. 0-Z/GEDNEY GUJC T F. _ _ _ _ — — _ 0 _ I_�_ _ _ _ — I WIRE NUT ENDS TOGETHER AND BOX DR EQUAL. SECURE JUNCTION SEAL WATER TIGHT FOR TERMINATING 801 TO UNISTRUT USING 1/4' - -- -- CABLE TO FIELD WARE (TYPICAL). STAINLESS STEEL BOLTS. LIFTING INSERTS (TYPICAL). ELECTRICAL HANDHDLE, UTILITY VAULT MODEL 233-LA OR EQUAL. MOTOR SPLICE HANDHOLE PLAN DETAIL o NOT TO SCALE CADWELD TYPE RR. CADWELD END CABLE TO UPPER REBAR #6 COPPER CONDUCTOR CONNECTION. REBAR GROUND REBAR DETAIL NOT TO SCALE CADWELD imE XA. CADWELD reo�r TO CABLE CROSS ;TION #6 COPPEP CONDUCTOR ( TYPICAL) GROUND CROSS DETAIL NOT TO SCALE GROUNDING CONNECTION DETAILS NOT TO SCALE GRADE PROPOSED CONCRETE COVER. / PROPOSED CONCRETE GROUND ROD PROTECTOR 13" DEPTH x 12" HEIGHT WITH COVER. PIPE INC #12R-12A & IZR-12T. OR EQUAL. / 5/8%8' LONG COPPER GROUND RICO_ B'-0" i GROUND ROD DETAIL NO' --ALE WIPE NUT ENDS TOGETHER AND SEAL WATER TIGHT FOR TERMINATING CABLE TO FIELD WIRE (TYPICAL) EXPLOSION PROOF JUNCTION BC - NTH COVER 0-Z/GEDNEY Cud; TYPE BOX OR EQUAL. SECURE JUNCTION Box TO UNISTRUT USING 1/4- STAINLESS STEEL BOLTS. 2" UNISTRUT SECURE UNISTRUT TO HANDHOLE WALLS VAULT MODEL 233-LA OP LF➢rlC INSERTS (TYPICAL). EQUAL. FLOAT/LEVEL TRANSMITTER SPLICE HANDHOLE PLAN NOT TO SCALE NATIVE MATERIAL COMPACTED TO 95% RED ELECTRICAL WARNING TAPE PER ASTM D1557 OR AS REQUIRED CENTERED OVER EACH CONDUIT RESTORE SURFACE TO EXISTING PER PLAN IN TRENCH (TYP; CONDITION OR BETTER PER PLANS ._ II � Qo COVER OVER HIGHEST CONDUIT IN TRENCH- j ) SANG BEDDING MATERIAL PER MINIMUM DEPTH BELOW BOTTOM WSDOT SPECIFICATION 9-03.13 OF DEEPEST CONDUIT 3' INSTALLED IN TRENCH ELECTRICAL CONDUIT NUMBER AND SIZE VARY AS PER SITE PLAN. MAINTAIN 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS TYPICAL ELECTRICAL TRENCH DETAIL N07 TO SCALE NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION, T_ Z J O ¢ W 2 ❑ W p '' U cc U m U J W J W sm L A N N 5 5 1 N T I S 5 rw� o.a.AmLw. �c maiTo.tni.csn 19Co.'20a0°.: �O.IIiWAN wswr. 00THRIL sa — �milpp:9•c D,-.r SC S.ne Y: 300 5:-, 51" waraLr N1CHLAw rersut RVO DALIK ws,aars TACCM A 671 Amy G, 101 SCALE: SHOWN 0 T" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG ­CCA E06 —MLM — May 23, 2012 n;_l PEN a,a 112-033 17 LIBHS-D-E06 DWG ACCESS HATCH LID 4" x 4" X 1/4" STAINLESS STEEL ANGLE IRON SECURE TO WET WELL INTERIOR ACCESS HATCH FRAME WITH STAINLESS STEEL HARDWARE. L - SPACE FOR I...". FUTURE FLOAT PROVIDE A HOOK AT EACH FLOAT CONNECTION TO MOUNTING BRACKET \ ! FOR ADJUSTING FLOAT HEIGHT HIGH LEVEL FLOAT 4'-6 WET WELL ROOF ABOVE NET WELL FLOOR NOTE. PUMP START FLOAT 3'-6" FLOAT ELEVATIONS FIELD ABOVE NET WELL FLOOR ADJUSTED PER ENGINEER AT STARTUP \ PUMP STOP FLOAT 1'-E" ABOVE WET WELL FLOOP FLOAT MOUNTING DETAIL PROPOSED 2" SQUARE GALVANIZED STEEL UN STRUT POSTS, %" THICK MTH TOP CAP MAIN DISCONNECT SWITCH PROPOSED 2' SQUARE GALVANIZI STEEL UNISTRUT POSTS, 1/4" THIC ATTACH HORIZONTAL UNISTRI MEMBERS AS REWIRED R SUPPORTING ELECTRICAL EWIPMEN NOT ALL MEMBERS SHON PROPOSED BRUSHED STAINLESS STEEL PLATE MOUNTED TO VALVE FLANGE. PROPOSED LIMIT SWITCH. NOTE SIZE UNISTRUT WIDTH TO RITLRE EQUIPMENT AS SHOWN ON DIG. NO ED4 INTRUSION DISABLE SWITCH CHECK VALVE LIMIT SWITCH DETAIL NOT TO SCALE MOTOR CONTROL CENTER, 'MCC" EXTERIOR DOORS SO CORD CONNECTOR (TYPICAL). SO TYPE CORD. GRS CONDUIT STRAPPED TO WALL WITH MINIMUM OF (2) STAINLESS STEEL PIPE CLAMPS SPACED EQUALLY APART. LIQUID LEVEL SWITCH. SET TO SWITCH WITH 1/2" OF WATER ON FLOOR PROPOSED PHOTO CELL MOUNTED J-BOX. REFER TO DWG NO E02 FOR EQUIPMENT SCHEDULE VAULT FLOOD SWITCH DETAIL UNISTRUT AS REQUIRED FOR ELECTRICAL ENCLOSURE ATTACHMENT 4'-0" TO BOTTOM OF LOWEST PANEL (MINIMUM) OUTDOOR DUPLEX RECEPTACLE e MANUAL TRANSFER SWITCH, 'MTS' ELECTRICAL EQUIPMENT PAD PROPOSED DRIVEWAY 2 0% /S O.C. TOP AND r BOTTOM E.W I 2,0% FINISHED GRADE -T a a E a• I .,/��; FLECTRICA, EQUIPMENT PAC II MIN. 6" OF CRUSHED a SURFACING BASE G PROPOSED CONCRETE COURSE a'-0" FOOTING, TYP. B' 0' ELECTRICAL PEDESTAL ELECTRICAL PEDESTAL SIDE ELEVATION FRONT ELEVATION k• = i'_n" WELD BRACKET AS TO NOT INTERFERE PATH PUMP REMOVAL AND HATCH CLOSING PUMP GUIDE I 6%2" PIPE Cl CONTRACTOR Sh MINIMUM OF SPACED EOUA LENGTH OF 2" PIPE 2".2" PIPE CLAL I At A �P 15727 19'-0" ava aP 6' SQUARE + 20'H, SQUARE STRAIGHT STEEL OUTDOOR LIGHTING POLE. INSTALL PLUMB. OUTDOOR LIGHTING SIGNER 05123112 POLE SHALL BE HUBBEIL MODEL 555-20-50-7-TA-BZ. OR EQUAL.. _�C KILL ANCHOR BOLTS. INSTALL PER POLE MANUFACTURER'S HANDHOLE INSTRUCTIONS 3861} GROUND LUG PROPOSED LIGHT POLE BASE 4.+' c PLATE. GROUT BASE PLATE WITH IWIL DF'� M6 AWG COPPER GROUND -� NONSHRINK GROUT AND SILICONE CONDUCTOR CAULK AT EDGE SIGNED: 05/23/12 12' DIAMETER CONCRETE CYLINDER 1 -0" FOR ANCHORING STEEL POLE, 45 V CHAMFER AROVND EDGE. 1� 1 O ♦ I♦ k24"2iMIN CONDUITAS SHOWNON SITE PLAN (6) /4 VERT EVENLY SPACED M4 HOOPSGROUND ROD 2" C.C. OUTDOOR SITE LIGHT FOOTING AND MOUNTING DETAIL NOT TO SCALE 2" SCH 80 PVC PIPE. PIPE SHALL FORCE MAIN, TYP EXTEND FROM 4' FROM BASE OF INTERIOR WET WELL TO MOUNTING POINT BETWEEN PUMP RAIL GUIDES. LEVEL TRANSMITTER SLEEVE DETAIL N cn Z J 0 Q Z F- w W h 0 cr U. J p `' U_ cc cc W U m W J W supt m ".. 11W] piGlNWmt14a, 96. nrp. //....:>z— m iewQn2— I IIIIIIILLNGHAM so rwno. i5, n22T22 •.r.e �< u ae 1— sl,-. IeCILAMD I�, :MumCio I' �LWOIOALP >.. n �e TACO DRAWING 15 NOT TO SCALE IF BAR IS NOT 2" LONG ur. 1 vc.� tK CCA E07 �R�MLM art May 23. 2012 PEN w 112-033 17 ^�- LIBHS-D-E06. DWG CONTRACTOR TO INSTALL ONTRACTOR SHALL TERMINATE ISTRUMENTATION AND CONTROL IGNALS AT 1/0 LOCATIONS SHOWN ON TU AS -BUILT DRAWINGS PROVIDED WITH TU (TYPICAL). PUMP 1 RUN COMMAND PUMP 1 RUNNING PUMP 2 RUN COMMAND PUMP 2 RUNNING PUMP 1 HIGH TEMP s 0 PUMP 1 SEAL FAIL PUMP 2 HIGH TEMP ; PUMP 2 SEAL FAIL PUMP 1 FAIL PUMP 2 FAIL PHASE FAIL RTU PANEL 1/0 CONNECTIONS NO SCALE NOTE CONTRACTOR SHALL COORDINATE WITH BEST ACCESS COMPANY (KENT. WA) FOR DETAILS ON PROVIDING A CORE SYSTEM THAT MEETS RENTON STANDARDS. DISABLE KEY SWITCH SHALL BE BEST MODEL N0. 1W70INT PATH CONSTRUCTION CORE NO SUBSTITUTION. SECURE SWITCH TO HOFFMAN ENCLOSURE WITH A MINIMUM OF (1) NO 10 SHEET METAL SCREW EACH CORNER. SELECTED CORE SHALL ALLOW FOR KEY TO BE REMOVED IN THE OPEN OR CLOSED POSITION. INTRUSION DISABLE SWITCHNO 04 N 120vON NUMBER OF FIXTURES �- L VARY DEPENDING ON HANDSWITCH OFF CIRCUI 1 AUTO I r PHOTOCELL 7 v ` PROVIDE ON/OFF/AUTO TOGGLE SWITCH PHOTOCELL SHALL CONTROL LIGHTS IN �• AUTO POSITION. DIAGRAM 2: BUILDING EXTERIOR LIGHTING CIRCUIT NO SCALE SIGNED 05/23/12 kf 38613 SIGNED 05123 9.: �Y M NTO� zo Zqq U) W c ~ of W U m J n VA r a cc a_ J Y - U � Mow W cc H Lu 2 Lu J w I., IMA, rp yL IN T I S S lb n 10+04A410mNc,n- mry.r1...IL- -.fh2.— 1 800 7M.IC- K,.AH ao,'nm laT u .,..._ ,.. eAar wnuTaEz s<a fflcm O •ILYERUAtE TACOMA -7: Px . SCALE: SHOWN 0 1" 2" DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG ac—CCA E09 —MLM yrt Nay 23. 2012 '♦�rNO u,r PEN .n 112-033 57 UBHS-D-EO8 DWG PROPOSED ELECTRICAL EWIPMENT SHELTER \ ELECTRII EQUIPMENTf 12' 0' O 40 • II < 11 II 4 ELECTRICAL SHELTER FRONT ELEVATION X, = 1'-D' LIGHTING FIXTURE SCHEDULE MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. OTY. CATALOG NO. REMARKS FLUORESCENT OUTDOOR AREA LIGHT - (2)-42W FLUORESCENT LAMPS, 120V BALLAST, 9LH, 13" W. 7 3/8" 42 TRT PROVDE SWITCH A D, DIE—CAST ALUMINUM HOUSING, NiREGUARD, MOUNT TOP LITHONIA TWR1 2/42TRT 120 PE NO LPI 2 42 WATT MOUNTED TO OF FIXTURE 6' BELOW ROOF EAVE., U.L. LISTED FOR WET SHELTER SUPPORT LOCATIONS. * NUMBER OF LAMPS PER FIXTURE 3m PROPOSED SHELTER LIGHT MOTOR CONTROL CENTER, FIXTURE, ATTACH 'MCC TO ROOF SUPPORTS A CONTRACTOR SHALL PROVIDE 1 OPENING IN ROOF FOR 'V3 ANTENNA MAST TO EXTEND THROUGH PROVIDE WATER TIGHT FLASH94G PROPOSED SHELTER LIGHT FIXTURES, SEE LIGHT SCHEDULE THIS SHEET I CONCRETE ANCHORS PER MANUFACTURER'S RECOMMENDATION (TYP.) I FNISHED GRADE zoyz a� MIN_ 6' OF CRUSHED j SURFACING BASE COURSE • ' �.. — 4'-0" PROPOSED ELECTRICAL iD'-0' PEDESiaL POSTS (BASE BID) ELECTRICAL SHELTER SIDE ELEVATION h. = 1'-0' SIGNED 05/23/12 Michael A Benoit From: David McKinney Sent: Friday, April 19, 2013 10:12 AM To: Michael A Benoit Cc: Richard W Marshall; Shane Couty; Mark Miller (mmiller@rh2.com) Subject: Liberty Mike, We have had 4 pump 1 fails at Liberty Lift Station beme-April8, they are on the 8th, 7th, February 22nd. And February 21st. Lee is here now and we are reviewing the events. It looks like the fails on the 81h, 22nd. There were no events associated with them? On the other two, the data shows that the levels slowly increased then the pump 1 started on normal call at 3.5 feet, and then failed during pump down. It looks like we had an inflow of about 1.1 feet over the weekend of April 61h. The data looks similar on the other failure. I wonder if we have a storm drain hooked up to the sewer or that there is someone dumping overnight. The inflow and pump starts would not account for the failure though. If you have any more questions, let me know. DaveM �% FPO �P f Michael A Benoit From: Edwin Halim [ehalim@rh2.com] Sent: Monday, April 22, 2013 9:00 AM To: Michael A Benoit Cc: Mark Miller; David Baisch Subject: Liberty O&M Manual Review Mike, As requested, below are the review comments of the O&M manual for the Liberty Lift Station. There are a few things that are missing from the electrical portion of the O&M manual. The mechanical looks good. Please feel free to use this information to determine on whether or not the City will pay Equity Builder in full on the schedule of prices. a7nty information was not provided for any equipment except the pump and motor. Pump and motor warranty shall be 1 year from the dat@ @i accepWce, net -from the date of the startup 2 No information was provided for the following equipment: i. i t1 1. Manual Transfer Switch P't 5 t 2. Generator Receptacle g�r,� �Oa 3. Valve Limit Switches 4. Flood Switches Vk 5. Intrusion Switches For the following equipment, general datasheets were provided, without indicating the specific model number that was furnished or crossing out irrelevant information: 1. Pressure transmitter (does not indicate pressure range of supplied transducer) 2. 5KVA 480-24/120V Transformer 3. Solid State Motor Starters If you have any questions, please feel free to give me a call. Thanks Edwin Halim, P.E. I RH2 Engineering, Inc. Bothell, WA 98021 P: 425.951.5332 C: 425,780.8258 www.rh2.com Flows from Liberty Lift Station at Manhole 5314-187: During the Start up testing for the Liberty Lift Station on January 23, 2013, we did an observation of sewer flows at Manhole 5314-187. Time (m:s): Observation 0:00 Start both pumps with high float alarm 2:10 Bow wave at manhole, quickly flow to just above top outlet pipe 5:06 Both pumps turned off by float 8:00 Flow down to about 3/4 pipe 9:00 Flow down to about 1 /2 pipe 9:50 Flow down to about 1/4 pipe 13:00 Flow returns to "normal" (minimal) 0 -4 E N G I N E E R S A N S C I E N T I S S RH2 ENGINEERING, IN<_ www.rh2.com mailbox@rh2.com 1.800.720.8052 February 14, 2013 Mr. Michael Benoit BELLINGHAM Wastewater Utility Project Manager Pacific Meridian Plaza City of Renton 4164 Meridian St, Ste 302 1055 S Grady Way, 5th Floor Bellingham, WA 98226 Renton, WA 98057 RECEIVED FEB 19 2013 CITY OF RENTON UTILITY SYSTEMS BOT H E L L Sent Via. US Mail & Email 22722 2911 Or SE, Ste 210 Bothell, WA 98021 Subject: Liberty Lift Station Recommendation for Substantial Completion EAST WENATCHEE Dear Mike: 300 Simon St SE, Ste 5 Equity Builders LLC has completed the majority of work on the Liberty Lift Station in East Wenatchee, WA 98802 accordance with the plans and specifications. Final testing of the lift station was completed on February 5, 2013. GOLD HILL RH2 Engineering, Inc. recommends that the City of Renton accept the project as finished 13677 Highway 234 following the contractor's completion of the attached punchlist items. Gold Hill, OR 97525 As of February 13, 2013, the lift station is substantially complete and ready to be put into service. RICHLAND Sincerely, 114 Columbia Point Or, Ste C Richland, WA 99352 RH2 ENGINEERING, INC. SHERWOG [��� 18850 SW Parrett Mtn Rd i(•IG.0 Sherwood. OR 97410 Mark Miller, P.E. Project Manager TACOMA One Pacific Building MM/kj 621 Pacific Ave, Ste 104 Tacoma, WA 98402 Enclosure: Liberty LS Punchlist 7_:\Bothell\Data\REN\112-033\SDC\20130211-Ltr-1,ibertv LS-Sub Comp.doc Client: City of Renton Project Name: Liberty Lift Station Site: Liberty High School Engineer: RH2 Engineering, Inc Contractor: Equity Builders LLC Inspector: RH2 Engineering, Inc Updated: 02/13/13 ��. � r � Item Location ActtonRegwredd� 4 Saw cut sloped groove drains in valve vault floor to Notes° a- . .N, :. Respons�l►hLty !wBY Date', 1 Valve Vault Equity drain to sump. 2 Valve Vault Fix leak in Air/Vac Release valve Equity 3 Valve Vault Install 45 degree bend on fourth pressure gauge Equity 4 Valve Vault Install floor bolt anchors for pipe supports in valve Per plans, this secures pipe in case vault of earthquake. Equity 5 `Net Well Install permanent ID tags for pumps inside wet well Equity Elec. Hand Drill drainage hole in electrical hand holes, If drainage holes are not effective in 6 Holes alternatively grout slope floor to drain through draining water from hand holes, grout Equity conduit holes floor. 7 Site Provide a 24' portable aluminum ladder, rated to 300 Ibs Equity Intrusion system alarm is triggered 8 Site Test intrusion system even with all the doors shut, most Cit y likely due to a switch not being fully depressed. 9 Elec. Hand Install desiccant packs inside of junction boxes to Bags should be replaced on a yearly Holes absorb moisture. basis City I of 1 2/14/20131 8:59 AM Z1Bothe11\Data\REN\112-033\SDC\Ren-LibemLS-Punchlistals (Punchlist - Libem LS) Year 2012 Calendar - United States Calendar for year 2012 (United States) Page 1 of 2 January Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1:U 9:0 16:4 23:0.30:C April Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 6:0 134. 21: 29:C July Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3:0 10:Q 19:0. 26:C October Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20' 21 22 23 24 25 26 27 28- 29 30-31—- - - -- 8:3' 15:0 21:C 29:0 February Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 7:014:0.21: 29:C May Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5:0 12:1,20: 28:C August Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1:0 9:4 17:• 24:C 31:0 November Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 -25--26-27 28-29 3Q 6:3 13:0 20:U 28:0 March Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8:0 14:4 22: 30:t June Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4:0 11:4.19:0 264) September Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 8:0 15:0 22:C 29:0 December Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 6:0 13:0, 20:C, 28:0 http://www.timeanddate.com/calendar/print.html?year=2012&country=l &cols=3&df=1 09/20/2012 Year 2013 Calendar — United States Calendar for year 2013 (United States) Page 1 of 2 January Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4:411418k26:0 I April Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3:4 10:0 18:0 25:0 I July Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8:0 15:C 22:0 29:4 October Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4:0. 11:C 18:0 26:4 February Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3:(D. 10:0 17:0 25:0 May Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2:49:0 18:C25:031:4 I August Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 6:0 144) 20:0 28:0. November Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3:010k 17:0 25:4 March Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23I 24 25 26 27 28 29 30 31 4:4 11: 1 9:C 27 June Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 8416:C 23:0 30:4 September Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5:0. 12:4)19:0 26:4 December Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2:0 9:C 17:0 25:4 Holidays and Observances: Jan 1 New Year's Day Sep 2 Labor Day Jan 21 Martin Luther King Day Oct 14 Columbus Day (Most regions) Feb 14 Valentine's Day Oct 31 Halloween Feb 18 Presidents' Day Nov 11 Veterans Day Mar 31 Easter Sunday Nov 28 Thanksgiving Day May 12 Mother's Day Dec 24 Christmas Eve May 27 Memorial Day Dec 25 Christmas Day Jun 16 Father's Day Dec 31 New Year's Eve Jul 4 Independence Day http://www.timeanddate.com/calendar/print.html?year=2013 &country= l &cols=3 &df=1 09/20/2012 C, 2T�Ai L PLA-1 l� f v• Zt` S"t G O ,_, Fc. ,Z0 V nJ , v C4J Ts of CUiEAa *� v-t A UJZ .�I "VWcC-2Ir v�1.5QZd71'L f J7n2I,0 ks 6r1-3 V� P� ,- p 2 0. V S +► ., -7 G i.-Cj e; 1i 2 i v C O c> tt a R ,y a,Fr �'��:3��: �ti -IO ('j -T 5 1%-7 — wCc.L J•J�,sp� �z ya�P Cl - Q r rbdL (d a a ► l04,4 _ F,)ecC, Z N � 2 WEEKLY INSPECTION DIARY PROJECT NAME: 7i2 PERMIT NO: DATE: From: To: .-'191 1i✓S `u%� 'aC Wiz— he a c,v C.)- /2- � ore/rc, 0­1 's - ihS—ems/ S -rA f 1 o .� — CJG.•,-�v.a ._.�r✓ A4c- IC f Co�c� �� ���c.�: � !'V��•-cif � J.'1 /-e',�rr/e1� V 1 INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME: Lr /�/� G//� STio�� PERMIT NO: DATE: From: z4s!z Z Zc, z To: tbagn.mat l} P/i G e-c-, rF r" H o G.1^ 5 T E,o,4 - G i. n t!/L .�. N C u &HGckr.TC'i `GjM.x C-4.4- , N A S VV%6Ls (? S V 2 .p Q ���-� l� S T i�IJ.H - �•,., k c . _., . �� ..(�R,� n8 - (�, —� Z - C'a,....�.r,��r G �-. Sires �,c �.a-��.L� •-�. F. uL jeer Iejc-b UP•t ei w rt c: s d 16►rak Q.� C�o•� hQ i c> S } �J y Sr►Noo i ,sue Qtb �o�`t �Cy Sticwr3� �.O To / ki ST4- I I 0 OL.e; Co�.av � �s 1 ineD GVCC XC och S-7 %h4-)' Aab J, u^ 2 Seri o� i icy be -rE,, —��AS rt. oSSinfi-S INSPECTOR SIGNATURE DATE WEEKLY INSPECTION DIARY PROJECT NAME: L, 4e.,- L r 1-1 S74 PERMIT NO: DATE: From: To: -7 - Z AND. K Cy4-tIcl !cr ^ t % i M G / /-I �i ep-% 2e62 .41Sa 2p•_ .. c-� aaa :�, o�.�,� 7'Z F, is I s; Ac- v "t-: / F,.1s> 6 e- . s� � INSPECTOR SIGNATURE /7 Ile, DATE Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 261h Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station I The following statement shows the number of working days charged to your contract for the week ending August 3, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 07/30/12 Monday 0 07/31/12 Tuesday 0 08/01/12 Wednesday Mostly Cloudy/ClearingCloudy/Clearing 1 First Scheduled Working Day 08/02/12 Thursday Overcast/Clearing 1 08/03/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 3 0 3 0 0 1 0 CURRENTSTATUS Working Days Specified In Contract ................................. 120 * Approved Extension of Time .......................................... 0 Total Authorized Time of Contract ................................... 120 Less Working Days Charges ............................................ 3 "Working Working Days Remaining ............................................. 117 !Z— 5/ —i Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H: FILE SYS WWP- WASTEWATER WWP-27-3628 LIBERTY LIFr STATION STATUS REPORTS STATUSOLDOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26`h Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 2 The following statement shows the number of working days charged to your contract for the week ending August 10, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 08/06/12 Monday Clear 1 08/07/12 Tuesday Overcast 1 08/08/12 Wednesday Overcast 1 08/09/12 Thursday Clear 1 08/10/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 3 1 8 0 0 1 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Project Engineer 120 0 120 8 112 *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. HrFILE SYSWWP - WASTEWATERS WWP-27-3628 LIBERTY LIFT STATIONSTATUS REPORTS`STATUS022DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 261h Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 3 The following statement shows the number of working days charged to your contract for the week ending August 17, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 08/13/12 Monday Clear 1 08/14/12 Tuesday Clear 1 08/15/12 Wednesday Clear 1 08/16/12 Thursday Clear 1 08/17/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 8 13 0 0 0 CURRENT STATUS Working Days Specified In Contract.... * Approved Extension of Time ............. Total Authorized Time of Contract...... Less Working Days Charges ................. **Working Days Remaining ................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 13 107 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H: FILE SYS WWP - WASTEWATERS WWP-27-3628 LIBERTY LIFr STATION STATUS REPORTS,STATUS03.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26`h Dr. City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 4 The following statement shows the number of working days charged to your contract for the week ending August 24, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 08/20/12 Monday Clear 1 08/21/12 Tuesday Overcast 1 08/22/12 Wednesday Overcast/Clearing 1 08/23/12 Thursday Overcast 1 08/24/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 13 1 18 0 0 1 0 CURRENTSTATUS Working Days Specified In Contract ................................. 120 * Approved Extension of Time .......................................... 0 Total Authorized Time of Contract ................................... 120 Less Working Days Charges ............................................ 18 **Working Days Remaining ............................................. 102 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H: FILE SYS WWP - WASTEWATER WWP-27-3628 LIBERTY LIFT STATION STATUS REPORTSSTATUS64.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 261h Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 5 The following statement shows the number of working days charged to your contract for the week ending August 31, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 08/27/12 Monday Clear 1 08/28/12 Tuesday Overcast 1 08/29/12 Wednesday Overcast 1 08/30/12 Thursday Mostly Cloud 1 08/31/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 18 23 0 0 1 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 23 97 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H.,FILE SYS WWP - WASTEWATER WWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS,:STATUS05.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 261h Dr. City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 6 The following statement shows the number of working days charged to your contract for the week ending September 7, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 09/03/12 Monday 0 Holiday 09/04/12 Tuesday Clear 1 09/05/12 Wednesday Clear 1 09/06/12 Thursday Clear 1 09/07/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 23 1 27 0 0 0 Working Days Specified In Contract. * Approved Extension of Time.......... Total Authorized Time of Contract... Less Working Days Charges .............. **Working Days Remaining .............. *Show only extensions approved by Change Order **Use negative totals to show overrun in time CURRENT STATUS ........................... 120 ........................... 0 120 27 ........................... 93 Project Engineer Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H: FILE SYS WWP - WASTEWATER WWP-27-3628 LIBERTY LIFt STATION STATUS REPORTS STATUS06.DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26`' Dr. City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 7 The following statement shows the number of working days charged to your contract for the week ending September 14, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 09/10/12 Monday Scattered Clouds 1 09/11/12 Tuesday Partly Cloudy/Clearing 1 09/12/12 Wednesday Clear 1 09/13/12 Thursday Clear 1 09/14/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 27 32 0 0 0 CURRENTSTATUS Working Days Specified In Contract ........................ * Approved Extension of Time ................................. Total Authorized Time of Contract .......................... Less Working Days Charges ..................................... **Working Days Remaining ..................................... *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 32 w^-- /2 — `f-1 2 Project Engineer Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:,FILE SYS`WWP - WASTEWATMWWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS,STATUS07.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 261h Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 8 The following statement shows the number of working days charged to your contract for the week ending September 21, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 09/17/12 Monday Clear 1 09/18/12 Tuesday Clear/Hazey 1 09/19/12 Wednesday Clear/Haze 1 09/20/12 Thursday Clear/Hazey 1 09/21/12 Friday Overcast 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 32 1 37 0 0 0 CURRENT STATUS Working Days Specified In Contract.......... * Approved Extension of Time ................... Total Authorized Time of Contract............ Less Working Days Charges ...................... **Working Days Remaining ...................... 120 I ....................... 120 ..................... 37 ....................... 83 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:.FILE SYS WWP - WASTEWATERS, WWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS STATUS08.130C Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26" Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 9 The following statement shows the number of working days charged to your contract for the week ending September 28, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 09/24/12 Monday Clear 1 09/25/12 Tuesday Overcast 1 09/26/12 Wednesday Overcast/Clearing 1 09/27/12 Thursday Clear 1 09/28/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 37 1 42 0 0 1 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 42 78 1 Project Engineer Note: The contractor will be allowed 10 days from date of this repot in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:FILE SYS`WWP- WASTEWATER WWP-27-3628 LIBERTY LIFr STATION STATUS REPORTS STATUS09.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26`h Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 10 The following statement shows the number of working days charged to your contract for the week ending October 5, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/01/12 Monday Clear 1 10/02/12 Tuesday Overcast/Clearing 1 10/03/12 Wednesday Clear 1 10/04/12 Thursday Clear 1 10/05/12 Friday Clear 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 42 47 0 0 1 0 Working Days Specified In Contract...... * Approved Extension of Time ............... Total Authorized Time of Contract......... Less Working Days Charges ................... **Working Days Remaining ................... *Show only extensions approved by Change Order **Use negative totals to show overrun in time 14017-14001RI".1 00 .......................... 120 ........................... 0 .......................... 120 ......................... 47 .......................... 73 Project Engineer Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:,FILE SYS`WWP - WASTEWATERS WWP-27-3628 LIBERTY LIFr STATION STATUS REPORTSSTATUSIO.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26`h Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 11 The following statement shows the number of working days charged to your contract for the week ending October 12, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/08/12 Monday Clear 1 10/09/12 Tuesday Overcast 1 10/10/12 Wednesday Overcast 1 10/11/12 Thursday Overcast/Clearing 1 10/12/12 Friday Overcast/Lt Rain 1 Days this week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 47 1 52 0 0 1 0 Working Days Specified In Contract.... * Approved Extension of Time ............. Total Authorized Time of Contract....... Less Working Days Charges ................. **Working Days Remaining ................. CURRENT STATUS ............................. 120 ............................. 0 ............................ 120 ........................... 52 ............................ 68 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:.FILE SYSWWP- WASTEWATERWWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS STATUS LDOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26" Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 12 The following statement shows the number of working days charged to your contract for the week ending October 19, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/15/12 Monday Overcast 1 10/16/12 Tuesday Partly Cloudy 1 10/17/12 Wednesday Clear 1 10/18/12 Thursday Clear 1 10/19/12 Friday Overcast 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 52 57 0 0 0 Working Days Specified In Contract...... * Approved Extension of Time ............... Total Authorized Time of Contract........ Less Working Days Charges ................... **Working Days Remaining .................. CURRENTSTATUS I ....................... 120 ........................ 0 ....................... 120 ...................... 57 ....................... 63 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\FILE SYS\WWP - WASTEWATER\WWP-27-3628 LIBERTY LIFT STATIOVSTATUS REP0RTS\STATUS12.D0C Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26`h Dr. Bellingham State WA Zin 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 13 The following statement shows the number of working days charged to your contract for the week ending October 26, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/22/12 Monday Light Rain 1 10/23/12 Tuesday Overcast 1 10/24/12 Wednesday Mo tly Cloud 1 10/25/12 Thursday Overcast 1 10/26/12 Friday Light Rain 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 57 62 0 0 0 CURRENT STATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ "Working Days Remaining ............................................. Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 62 58 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:FILE SYS WWP -WASTEWATER WWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS STATUS 13DOC PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Contractor Equity Builders LLC Address 5066 E 26"' Dr. City Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 14 The following statement shows the number of working days charged to your contract for the week ending November 2, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 10/29/12 Monday Overcast 1 10/30/12 Tuesday Light Rain 1 10/31/12 Wednesday Light Rain 1 11 /01 / 12 Thursday Overcast 1 11/02/12 Friday Clear/Partly Cloudy 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 62 67 0 0 0 CURRENTSTATUS Working Days Specified In Contract ................................. 120 * Approved Extension of Time .......................................... 0 Total Authorized Time of Contract ................................... 120 Less Working Days Charges ............................................ 67 **Working Days Remaining ............................................. 53 C �2-y- i2 Project Engineer *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. HAFILE SYS\WWP - WASTEWATER\WWP-27-3628 LIBERTY LIFr STATIONSTATUS REPORTS\STATUS14.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26Ih Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 15 The following statement shows the number of working days charged to your contract for the week ending November 9, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/05/12 Monday Overcast 1 11 /06/ 12 Tuesday Overcast 1 11/07/12 Wednesday Overcast/Clearing 1 11/08/12 Thursday Overcast 1 11/09/12 Friday Partly Cloudy/ClearingCloudy/Clearing 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 67 1 72 0 0 1 0 CURRENT STATUS Working Days Specified In Contract ........................... * Approved Extension of Time .................................... Total Authorized Time of Contract ............................. Less Working Days Charges ........................................ **Working Days Remaining ........................................ *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 72 48 12--ter-/ 2 Project Engineer Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:FILE SYSWWP- WASTEWATER WWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS STATUS I5.DOC Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 2601 Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 16 The following statement shows the number of working days charged to your contract for the week ending November 16, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/12/12 Monday Overcast 0 Holiday 11/13/12 Tuesday Overcast/Light Rain 1 11/14/12 Wednesday Overcast 1 11/15/12 Thursday Scattered Clouds/Clearing 1 11/16/12 Friday Overcast I Days this week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 4 72 76 0 0 0 Working Days Specified In Contract....... * Approved Extension of Time ................ Total Authorized Time of Contract.......... Less Working Days Charges .................... **Working Days Remaining .................... *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 I ...................... 0 ...................... 120 ..................... 76 1 2- Project Engineer 44 Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:,FILE SYS`WWP-WASTEWATER WWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS STATUS I6.130C Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26" Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 17 The following statement shows the number of working days charged to your contract for the week ending November 23, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/19/12 Monday Rain 1 11/20/12 Tuesday Rain/Partly Cloudy 1 11/21/12 Wednesday Overcast/Light Rain 1 11/22/12 Thursday 0 Holiday 11/23/12 Friday 0 Holiday Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 3 76 79 0 0 1 0 CURRENT STATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. Project Engineer 120 0 120 79 41 *Show only extensions approved by Change Order **Use negative totals to show overrun in time Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H:\FILE SYS\WWP- WASTEWATER\WWP-27-3628 LIBERTY LIFT STATIOMSTATUS REP0RTS\STATUSI7.D0C 61 Contractor Address City PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 1055 South Grady Way, Renton, WA 98057 Equity Builders LLC 5066 E 26rh Dr. Bellingham State WA Zip 98226 Contract Number Project Name Statement Number CAG 12-083 Liberty Lift Station 18 The following statement shows the number of working days charged to your contract for the week ending November 30, 2012. Date Day Weather Condition Working Days Unworkable Day Caused by Weather or Weather Conditions 11/26/12 Monday Clear 1 11/27/12 Tuesday Clear 1 11/28/12 Wednesday Overcast/Light Rain 1 11/29/12 Thursday Overcast/Light Rain 1 11/30/12 Friday Rain 1 Daysthis week.......................................................... Days previously reported ............................................ Total days to date ...................................................... 5 79 84 0 0 1 0 CURRENTSTATUS Working Days Specified In Contract ................................. * Approved Extension of Time .......................................... Total Authorized Time of Contract ................................... Less Working Days Charges ............................................ **Working Days Remaining ............................................. *Show only extensions approved by Change Order **Use negative totals to show overrun in time 120 0 120 84 36 -Z --e-.e Project Engineer Note: The contractor will be allowed 10 days from date of this report in which to protest in writing the correctness of this statement, otherwise it shall be deemed to have been accepted as correct. H: FILE SYS WWP - WASTEWATER WWP-27-3628 LIBERTY LIFT STATION STATUS REPORTS STATUSI8.DOC