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Home My WebLink AboutW-3734011 2 1 3 4 5 6 7 8 9 10 1 12 13 14 1 15 16 1 17 18 1 19 SW- SEVENTH ST#iEET W 1/4 S 19, T , -R _ E - -- - - - (EXISTING 40'- -- „ � EX SS MH - _LIGHT. TO BE _ _ - - -_. WATER NOTES A _ _. _ -__ __��__,_ - LIGHT TO _._RIM 25.35 REMAIN. (TYP,) - _ - - 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE NEAT AND - _= -., WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ARID RHIYDRANT REMAIN ' - -.1 - -�- --------- �; 1 + - - -- ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE �. "�•.��f -�� ", j8 -� EXISTING TRANSFORMER _J, YARD e I � -- ,_ �.� -�-- � i '! 2. WATER MAIN PIPE MATERIAL SHALL BE PER CITY OF RENTON REQUIREMENTS. (SEE CITY OF - HYDRANT TO TO REMAIN i RENTON WATER NOTESON SHEET C -3.1). ` -:2" IRRIGATION iWA TO' -- - I' �,; - IRRIGATION SYSTEM REMAIN :, RESTACIRANT TO REMAIN w 3. AN 18 -INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. .: c3ANh� %TO RAM OE NdT A PART EXISTING 40' _1_! .' 'I" NOT A 1- ./1FIT -4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1 -INCH SIZE SERVICES }. , EXI ING REMOVE EXISTING GREA - s - -- - B LIGHT TO I, ! , CAF PRO�J�C'- { -c, ''� PROJE�`T - Z - ' ;' , SADDLES SHALL BE USED ON ALL TAPS 1 -i/4" - 2" DIAMETER IN ANY PUBLIC MAIN. - - ;SEWER LINE INTERCEPTOR - .PRO OS ;'TO BE - - w 5. ALL ELBOWS/DENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 1 2" & 2 1" CONDUITS REMAIN (TYPJ - btU iGAS LINE' :( EXISTING - _ ':'... > ) CONNECT TO , . "... :!ABANDONED : -. ;v : C % MAINTAIN_EHVICE,TO BANK'AT JLG11T TO BE ' E y ' Q 6. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE FOR UTILITY BOLLARD " Q EX. ELEC, - bLL'�TIMES - ; - - PORE.1 E I : CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH REMOVED � .. _ _lU1_ ',. -.- TO -- REMAIN. - - W JURISDICTION. FOR , CONDUITS , C COORDINATE ' , _ _ � _- -._ -�`- -__ � � I .._- , - UTILITY BOLLARD C WITH PSE EXISTING IL :.ETD TREMAIN TIGrnHT - /� �L p-� FOR- IRRIGATION- -- C -9.3 Q LIGHT TO Bt - -- _ ) NOT .ri PAR 1 - 7. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED - - - -- - - - - " II CO TROLLER CONNECT TO REMOVED - , I4 NEW FIRE OF PROJECT.. }` I PRESSURE BACKVED Y THENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) 12" DI W - Z II II , Q MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH G WITH PSE --. EX. GAS," u HYDRANT .°$!k�_ I I JURISDICTION. 1 -1�2" RPBA COORDINATE '- ,'l �V- EXISTING 40 , 2" IRRIGATION 3 _ - -- EzlsnNC SEE unur �'� IN ABOVE GROUND - _. !LIGHT TO BE " - -I - 8. ALL NEW CONNECTIONS TO EXISTNG WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS WA SUPPLY TO C -7.1 HOT BOX {. NEY'FI - GAS LINE TO BOLLARD DETAIL, Ij2RIGATION EX. FIRE HYDRANT 1 REMAIN TYP. EXISTING 40 HYDR%!kT' EX. FIRE BE RELOCATED .. f�t� -+� ( � -- PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES NTH JURISDICTION PRIOR BUILDING Z LIGHT TO HYDRANT TO DETAIL 1 THIS CON ROLLE TO BE REMOVED i- TO BACKFILLING. 1- 1/2 "4RRIGATIO ETER REMAIN (TYP) - E REMOVED BENE IRRIGATION !. L' t - - w ETRY DETAIL, CONNECT TO `z - - - ,�, DETAIL 2 THIS / II 9 BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. EX. 6' X12 SHEET. i. ' - 'j'� ,0 _ ",.. ,_. ___ 10. ALL WORK ON PUBLIC WATER SYSTEM TO BE PERFORMED BY THE CITY OF RENTON WATER LLA DISTRICT. CONTRACTOR TO COORDINATE WITH CITY. .. D LINE I� METER AND RPBA c -z, ..; .. L 1 `` 2 I{iRIGATIDN WA " BUILDING EXPANSION - .P ,r ' .I NOTE SEE SHEET C 3.1 FOR EXPANSION SITE COORDINATE - - l - ' it UTILITY NOTES, CITY OF RENTON GENERAL WATER Y 36 LF Qpi NOTES AND GENERAL SEWER NOTES. 1 (5 AREA �CONDUIT W1TH 15 WATER LINE WATER �,+r, ,.�. CONNECT TO EX. WATER 11 -- - -- - :- P'a'm-- i =,. - !_x PROPOSED EX.'.,. - ;.:` N W GARDEN LINE STATION 22 +33 PER I - - - - - - - - EXISTING 40' I' -> EASEMENT 1 RELOCATED„ , I':, "'i A RMAIN CENTER ., �; I r- : -. ' TO�BE I, ( c -71 LIGHT TO ) 2 "' ' I EE DERAIL i; (� $W2236) EXISDNG 40' 1 NOTE CONTRACTOR TO MAINTAIN UTILITY SERVICE -- r "- ON DRAWING kEXISTING 12' h ( ) } ! - < -�� CITY OF ANT Nr LIGHT TO O - l (POWER, WATER, SEWER, GAS, TELEPHONE) AT - I/ HEAT G 31 r CITY OF RENT [ ALL TIMES DURING CONSTRUCTION. REMAIN TYP. A - f� I S IiRAW1NG W2 36 t;-' REMAIN (TYP.) E E EICFIRE 2 1' CONDUITS - ,EMQVL EXISTING UTILITY CROSSING, EXISTING 40' EXISTING 40' I^ -` 7-!9 FOR IRRIGATION - -- - -- HYDRANT GAS,ERVICE. 12" ST IE =24.51 LIGHT TO NOTE GAS, POWER, PARKING LOT LIGHTING ARE -- - i EW GAS SERVICE LIGHT T� CONTROLLER TO REMAIN COORDINATE WITH 12" WA IE 209; T REMAIN TYP. r -i - NOT PART OF THE CITY OF RENTON REVIEW AND ENTRY AND GAS PSE. ( ) 0 a REMAIN (T1P. t APPROVAL. 2" IRRIGATION WA LINE UP SIDE OF ' INSTALL NEW 12 BUILDING. SEE ♦ I , EXISTING 15' ' `,.' - ,i SUPPLY TO BUILDING ARCHITECTURAL Walmart ♦ GATE VALVE UTILITY EASEMENT EXISTING 12' Cl. CITY OF _ I ' = 1 2 & 2 1" �� EXISTING 40 t ' PLANS. (MJXMJ) ON ER- REC�R£31NC- #WO114 `; I NOTE EXISTING WATERMAIN TO BE POTHOLED _ CONDUITS FOR _ COORDINATE WITH EXISTING 12" ' RENTON DRAWING l LIGHT TO ( �I Y N 04011446 ' + PRIOR BEGINNING ANY WATERMAIN WORK OR UTILITY BOLLARD F / PSE. a a WATERMAIN FOR PROPOSE 1, ., I h Q WORK OVER AN EXISTING WATERMANI, INCLUDING REMAIN (TYP) = SLIDE EXPANSION ISOLATION PRIOR a PEDESTRIAN LIGHT I� -- SIDEWALK AND PEDESTRIAN LIGHTING 743 RAINIER AVENUE SOUTH TO START OF ° i. ( ,) EX FIRE HYDRANT 0 f 0 - INSTALLATION. - - -- - - b TO REMAIN STORE #2516 -05 (STATION 44 +08 � 0 � °� EX. FIRE HYDRANT TO �� - WATERMAIN ' /-NEW MSB CABINET, LR- 129- GR -ER- EXISTING ° REMAIN. PROTECT WITH EXISTING < COORDINATE WITH 134,352 SF PER CITY OF - . - BOLLARDS. - -TRANSFORMER-TD, ARCH EP PLANS _ RENTON DRAWING ., .,- --- _ ,_ ' - - - - - _ r �5 ADDITIONAL AREA - 15,892 SF ' BE REMOVED ' .. . TOTAL AREA: 150,244 SF #W2236) ` -_ �` - - - - .'. _ y. _ 3.93' COORD.WIIH PSE EW TRANSFORMER -: - -. 4.961 G MAINTAIN POWER '_. TO BE COORDINATED C- 150E -GR -NO EX. SS MH - tt�tt�!Mt I TO STORE AT ALL ;; T WITH PSE. FIFE = 27.5' TO REMAIN E SEWER - RIM = 26.43 _ TIMES "IE = 19.3 -- XISTINGTELEPHONE EXISnHG,S�= TIRE IRRIGATION ENTRY DETAIL EXISTING 2 g:. ENTRY TO REMAIN 39 LF 6" SS PROPOSED UTILITY, EASEMENT + I IIIG1GA'TATIC1�1�1 2 IRRIGATION METES `�. 87 ( PE ESTRIAN LIGHT g PER RECORDING I O - REMAIN. TO BE REMOVED , ° /-EXISTING DOMESTIC WATER ENTRY, NEW 3" (TYP.) . ='N0. 9704011446 i N.T.S. i�'�� '- -T REDUCED PRESSURE BACKFLOW ASSEMBLY 6" SSDO ' °0 _ _ NOT A_ PART EXISTING 2" y. - TO BE LOCATED INSIDE BUILDING. IE = 1990 e UTILITY CROSSING - 12" sr IE =23.4 ' Ex. FIRE HYDRANT + OF PROJECT. ' ENGINEERS CONSTRUCTION RECORD CERTIFICATION DOMESTIC METER - r i - TUREMNN y ss ENTRY, SEE 8" SS IE= 16.7�� - , I! TO REMr,IN THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE XISDNG FDC TO ARCH MEP - H _ REMAIN PLANS a DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS -EXISTING FIRE ENTRY,. THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, �,_ TEE INTO EXISTING BASED UPON INFORMATION PROVIDED BY CRABTREE SURVEYING. DOUBLE DETECTOR - +, CHECK BACKROW PORTION OF EXISTING 20' %� I SS MAIN ` + n, , I, THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD PREVENTOR LOCATED � 0 SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON EX. FIRE _ SEWER AND UDLITY HYDRANT EASEMENT RELINQUISHED �, , F 16 THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN lEE INTO EXISTING To REMAIN 1 I: �� - '� IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, r I +` INSIDE BUILDING / Z -- 8 SS MAIN ._ 2 _ EXISTING 40' _ -- E 1745 - - LIGHT TO BE AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER uc�T T� INTERCEPTOR GREASBE �, �� c s.o - REMAIN (Tm) - - CONTRACTOR AND SURVEYOR PROVIDED RECORD INFORMATION. EXISTING 40 EXIST] TO REMAIN TYP EM D, . �. -- _ %,SCO ICE CO-_ - _`� �C - �72 5 �,( _ �� RIM - 25.94- HYDRANT TO L;;.. „n.... r ,. , _ .i ., - _ P AN TIF ON - �J`PROPOED GQEAB CEPT6 IE 17.6 (N REMAIN RE REMAIN. -- ( TAIL TO - ` RE C -5.0 , N = 2169-21.18 IE 17.5 (S� ; - ;,, ` ° _ Y -- -DATE -- �T = X20.80 'r NOT A PART ffl'LTRANT TO I ssc0 , �I <i OF PROJECT;,,. �- _ - j �I:'El�AIN = ., HONDA E RSHIP IE - 2,.,5 - / H _ T SAMPLING PORT. �> SEWER EXISTING 20' OF PRO T � � � � .,_ ,_ �q t NTH 6 "SSCO �I , ,i %- - i WAIERMAIN 12" W r r IE 21,25 -' c -7.0 2 EXISTING STORM LEGEND W 3 7 3 4 0 I FIRE HYDRANT Ai ��_ EASEMENT ii., _ - j -.: - _� C -ZO ELECTRIC € i, - THRUST BLOCK L ,m,,', T (206) 522-9510 P (206) 522 -8344 WWW.PAdu OM v.' _ GRAPHIC SCALE " ✓ /�'' 60 0 m 60 120 - 210 Ij v / X. S EX. SS MH RIM = 25.565 IN FEET -�� iJi7rr ri IE = 15.4 (N) 1 inch o) ft- CITY OF RENTON ono- ,f Approved by. _-- -_---- ______ -_ Date-- - - - -- S8B 1 Approved b _ Date-_--__- - PP Y- ------- -- - - - -- see, MEB Ago "ecISTex RECORD DRAWING PACIAND 5/9/14 CllE =I�: ,ne � Approved by. --- --- -- --- --- -__ Date_____ -- JAC `SSIONAL ENG Approved b Date________ NO. REVISION BY DATE APPR sP° JAC C -7.0 5 H LOT LINE � m - C -z0 GATE VALVE WATER METER � PROPOSED DECORATIVE y1 PEDESTRIAN LIGHT i SANITARY SEWER MAIN 25 Lf SS ALERT TO CONTRACTOR: c -s.a ALL WALMART GENERAL CONTRACTOR WORK TO EXISTING 40' LIGHT + BE COMPLETED (EARTHWORK, FINAL UTILITIES AND FINAL GRADING) BY THE MILESTONE DATE IN s PROPOSED 25' LIGHT + • THE PROJECT DOCUMENTS. e SS CLEANOUT TO GRADE ALL EXISTING RIMS AND VALVES; C -5.0. GAS LINE 6- AND OTHER STRUCTURES TO BE RAISED TO FINISHED GRADE. GAS METER m Know whars below. PROPOSED STORM Call before you dig. ": wnnrx ww ,see �w� /� ♦ W�5/9/14 AS NOTED IKflIEOMIL WD ,901/199, b CITY OF Wain III `I'0 .a< RENTON STORE #2516 -05 EXPANSION ° aI DATUM AT Planning /Building /Public Works Dept. UIILII I PLAN C -3.0 ? HOI IXIE IxCx 4A0XGL AS BUILT 91EE,: 22 Ci 43 : 37'346 a I 3 `1 a H� I J r g a� � o m ' w ,m,,', T (206) 522-9510 P (206) 522 -8344 WWW.PAdu OM v.' _ GRAPHIC SCALE " ✓ /�'' 60 0 m 60 120 - 210 Ij v / X. S EX. SS MH RIM = 25.565 IN FEET -�� iJi7rr ri IE = 15.4 (N) 1 inch o) ft- CITY OF RENTON ono- ,f Approved by. _-- -_---- ______ -_ Date-- - - - -- S8B 1 Approved b _ Date-_--__- - PP Y- ------- -- - - - -- see, MEB Ago "ecISTex RECORD DRAWING PACIAND 5/9/14 CllE =I�: ,ne � Approved by. --- --- -- --- --- -__ Date_____ -- JAC `SSIONAL ENG Approved b Date________ NO. REVISION BY DATE APPR sP° JAC C -7.0 5 H LOT LINE � m - C -z0 GATE VALVE WATER METER � PROPOSED DECORATIVE y1 PEDESTRIAN LIGHT i SANITARY SEWER MAIN 25 Lf SS ALERT TO CONTRACTOR: c -s.a ALL WALMART GENERAL CONTRACTOR WORK TO EXISTING 40' LIGHT + BE COMPLETED (EARTHWORK, FINAL UTILITIES AND FINAL GRADING) BY THE MILESTONE DATE IN s PROPOSED 25' LIGHT + • THE PROJECT DOCUMENTS. e SS CLEANOUT TO GRADE ALL EXISTING RIMS AND VALVES; C -5.0. GAS LINE 6- AND OTHER STRUCTURES TO BE RAISED TO FINISHED GRADE. GAS METER m Know whars below. PROPOSED STORM Call before you dig. ": wnnrx ww ,see �w� /� ♦ W�5/9/14 AS NOTED IKflIEOMIL WD ,901/199, b CITY OF Wain III `I'0 .a< RENTON STORE #2516 -05 EXPANSION ° aI DATUM AT Planning /Building /Public Works Dept. UIILII I PLAN C -3.0 ? HOI IXIE IxCx 4A0XGL AS BUILT 91EE,: 22 Ci 43 : 37'346 a Sri 3 `1 a H� I J g a� � o m ' w x z O