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HomeMy WebLinkAboutS-394005GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. A 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, IX. FIRE HYDRANT - INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR B REVIEW. N 3. CAUTION - NOTICE TO CONTRACTOR I 11' UTILITY E N THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR O COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY Z EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE LU CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICTNTHTHE oc C PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS AND EXACT BUILDING H- UTILITY ENTRANCE LOCATIONS. CTI 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. X 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. �25' WL BUFFER Q 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY 2 EXISTING LINE. oc D 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. POTHOLE AND VERIFY ACTUAL ELEVATION OF Ex. 12' U9. ALL UTILITIES SHOULD BE KEPT TEN (101) APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE WATER MAIN AT All CROSSINGS BY NEW STORM LINES (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). MAINTAIN 6' MIN. VERTICAL CLEARANCE BETWEEN 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE PIPES. (EXISTING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT ' THICK % 2' X 2' WIDE ETIIAFOAM PAD LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE BETWEEN INSTALL STALL6WATER AND STORM PIPES THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). IF MIN. 6' CLEARANCE CANNOT BE ACHIEVED, LOWER E 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. SECTION OF WATER MAIN W,TH VERTICAL BENDS AND 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH BLOCKING AND/OR WITH PIPE JOINT DEFLECTION. REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. CITY CREW TO PERFORM LOWERING OF Ex. WATER MAIN. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES CONTRACTOR SHALL PROVIDE ALL MATERIALS AND SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. /PERFORM IXCAVATION AND FINAL RESTORATION. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE F SERVICE FROM EXISTING FACILITIES AS SHOWN ON ELECTRICAL SITE PLANS. CONTRACTOR TO COORDINATE .1110' UTILITY ESMT. INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. F 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND I EX 15' UPUTY ESMT.- VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED . ..-. BY UTILITY PROVIDER rEX. FIRE HYDRANT - -15' UnUTY ESMT. Y I 40' ACCESS, GRADING & UTILITY ESMT: PROP. SITE WALL (TYP.) - -EXW -- -EXW- LX IV -- -EXJ- Ex N.r -- X. TRANSFORMER TO BE RE -USD PROP. 2,000 GALLON RECLAMATION TANK, SEE PLUMBING PLANS IE 6" I14=21.07 IE 6' OUT=20.90 53LF 6' PVC SS ­XXX@_\ 0 1% MIN. 34LF 6" PVC SS- pROp. SITE 0 1% MIN. WALL (TYP.) 26LF 6' PVC `. 0 1% MIN. SD PROP 1,000 GALLON OIL/WATER SEPARATOR, SEE PLUMBING PLANS C IE 6' IN=20.07 -G IE 6" OUT=19.90 83LF 6' PVC SS 0 1% MIN. PROP. ABOVE FUEL. TANK SANITARY SEWER STRUCTURES I O� a SADDLE SSMH 01 SSMH 05 - _�_ _------- _ __ - -_-- C-5.1 01 RIM=22:3- 22.4 C-5.1 �' RIM=242- 24.12 20' UTILITY - PROP. GAS SERVICE C-9.2 �E 182"I oor�.''".11.0 (EX.) E 8" OU X19;899 SANITARY SEWER NOTES WATER NOTES DECOMMISSIONED EX. DOMESTIC ABBYY DEMO CONTRACT H c ea ° RIMMH 23.32 Col ESC60-01� 88 SEE SHEET C-5.0 FOR CITY OF RENTON SEWER NOTES SEE SHEET C-7.0 FOR CITY OF RENTON WATER NOTES E B°'"=}34413.32 SSS ENGINEER'S CONSTRUCTION RECORD CERTIFICATION IE 8" OUT=433413.17 0 0 3 �-�, SSMH 03 IE 6"=20.* 20.18 SEE SHEET CV -1.0 FOR THE SIGNED ENGINEER'S CONSTRUCTION REOCRD CERTIFICATION c-5., e ' E a° 112r s.sa G ES� 20.3EGEND IE 8" OUT -15.61 15.43 4 SS PROPERTY LINE - - PROPOSED SANITARY SEWER PIPE 1 2 PROPERTY LINE-s.o c-5. en SSMH 04 IE 6"=28:8& 20.98 (OFFSITE)( ) - - PROPOSED SANITARY SEWER C-S.t V RIM=22.8- 22.66 1 � C��5 EXISTING EASEMENT ----------- CLEANOUT (SSCO) v IE 8" N=47@316.68 SSCP PROPOSED BUILDING IE 6"=2H9-21.26 PROPOSED SANITA Y • 1 2 IE 8" OUT --%-&316.56 SEWER MANHOLE SSMH c-5.1 c-5. i PROPOSED SITE WALL ) SCO O6 EXISTING CURB ----------- P OPOSED 0 W SEPARATOR D 1 TO EMSTING TEL 29LF 6' PVC SS I 015 MIN. I I II 1.,40 :I I FUEL PUJ U% 1 - --LI 20.26 8" SS 19.15 CARWASH �❑ WATER FITTINGS ,SENER EXISTING WATER PIPE SEWER ENTR ENTRY .' c 7.0 11-85 IE = 21.5 ❑3 1 - 6" 90' BEND M PROP. EXISTING FIRE HYDRANT SERVICE GAS METER PROPOSED FFE = 25.0 1 1 - 12"x8" MJXMJxFL TAPPING TEE PROP. 6" ARE SERVICE PRESENTATION PROPOSED WATER PIPE PROP. 27 DOMESTIC C 2 3 SERVICE 1 - 8" GATE VALVE EXISTING STORM PIPE Ex so - RPBA 3" FLOOR DRAI , 17LF 6° C-7.0 C-7.0 SEE PLUMBING WA FIRE 1 - THRUST BLOCK ❑2 1 - 12"x6" MJxMJxFL TAPPING TEE �2NF 6" PVC SS'r' 0 2% MIN. Ir.ESMT. D o l EX.e25' UTIUTYI . DuR S SALES SS ENTRY IIIIFI IE = 21.68 n 111 -PROP. FII �7nz ✓/ e �® 8_X6' 9 REDUCER 11111F fin WA AROI CONNECT NEW 2' DOMESTIC 3 B 8 SERVICE TO EASING WATERMAN 1 cl 6' DDCVA IN VAULT PER REMOVE E%. FIRE HYDRANT STU PLAN 360.4. INSTALL AL' MJ PLUG ON IX. I a --I INSTALL SUMP TO DRAIN TO (� SURFACE VIA 6'0 OUTLET 10' UTILITY ESMT. AND PROVIDE POWER. W W - y/Irl e - - 15' WATER E LIT.' I_ I IX. FIRE HYDRANT ) 16.67' ACCESS & UTILITY ESMT�I I I 3 1 C-5.1 2 CROSSING TABLE CC IE� UTIL 1 /RECLAIM TANK ■ O p-4.1 P-4.1 WATER SERVICE METER U% 1 PROPOSED CURB & GUTTER - 20.26 8" SS 19.15 1.11 WATER FITTINGS PROPOSED CHAIN LINK FENCE -x EXISTING WATER PIPE Exm c 7.0 JPROPOSED ❑3 1 - 6" 90' BEND BENT PIPE BOLLARDS EXISTING FIRE HYDRANT -Ex GAS - PROPOSED FIRE HYDRANT 1 1 - 12"x8" MJXMJxFL TAPPING TEE PROPOSED ORNAMENTAL FENCE PROPOSED WATER PIPE XXTF 6' WA FIRE 2 3 PROPOSED GAS SERVICE 1 - 8" GATE VALVE EXISTING STORM PIPE Ex so - RPBA 8" SS C-7.0 C-7.0 1.30 1 - THRUST BLOCK ❑2 1 - 12"x6" MJxMJxFL TAPPING TEE EXISTING STORM STRUCTURES PROPOSED STORM PIPE D PROPOSED THRUST BLOCK PROPOSED FDC VA � 1 C_7.1 3 1.50 UX 7 1 - 6" GATE VALVE BETWEEN 1 - THRUST BLOCK SHOWN SCHEMATICALLY c-7.1 CROSSING TABLE 1 - THRUST BLOCK UTIL 1 PROPOSED STORM STRUCTURES ■ O PROPOSED WATER SERVICE METER U% 1 2 20.26 8" SS 19.15 1.11 U% 2 EX. 12" WA 19.0 8° SS c 7.0 K ❑3 1 - 6" 90' BEND - EXISTING GAS LINE -Ex GAS - PROPOSED FIRE HYDRANT Yr 2 C-zt 18.3 1 - THRUST BLOCK 16.6 PROPOSED GAS SERVICE Gr PROPOSED RPBA 8" SS 1 C -7.o 1.30 ® 1 - 6" 45' BEND I EX. 12" SD 17.75 1 6" WAS 16.25 1.50 UX 7 EX. CROSSING TO BE ADEQUATE BETWEEN 1 - THRUST BLOCK SHOWN SCHEMATICALLY ONLY; PROPOSED GAS METER PROPOSED DDCVA ® C 7.1 ❑5 2" DOM. METER (BY CITY) COORDINATE W/ PROVIDER PROPOSED COMMUNICATION LINE T PROPOSED DCVA 5 c 7.1 2 RPBA IN ABOVE GROUND PROPOSED BURIED ELECTRIC E LIGHTING >b m ENCLOSURE PER STD PLAN NO. 350.2 L (RANK PO aY ■A,ggY J,y • CITY OF RENTON ySs`$ _ 0 mfflkl Approved by- Approved by. _ Date-- ate__ _ Date-- 1505 Westlake Ave. N. 1505 T (206) 522-8510 '� P�Yiy1B+,gg9o`� Approved by. ?yy2onAV Data_ Suits Seine.. Seattle. WA 98109 F (206) 522-8344 www.PncLwo.mH _ 0l''' nroam Approved by. ----Date__ _ NO. REVISION BY DATE APPR CROSSING TABLE CROSSING UTIL 1 UTIL 1 INVERT ELEV UTIL 2 UTIL 2 CROWN ELEV A U% 1 12" SO 20.26 8" SS 19.15 1.11 U% 2 EX. 12" WA 19.0 8° SS 17.9 1.10 NOT USE - - - - - U% 4 6° WA 18.3 8" SS 16.6 1.70 U% 5 EX. 12" SD 17.8 1 8" SS 1 16.5 1.30 UX 6 I EX. 12" SD 17.75 1 6" WAS 16.25 1.50 UX 7 EX. CROSSING TO BE ADEQUATE BETWEEN AS BUILT 12" WA & 12" SO ASSUMED NOTE EX. WA ASSUMED 3' BELOW EX GRADE t CONTRACTOR TO ADD VERTICAL BENDS AS NECESSARY FOR 6" WA TO CLEAR EX. 12" SO ire. AS NOTED"°""' LE ML DATUM rmmm -I I I l 'I I I I >` IX. SSMH RIM = 21.63 - CL CHNL 127 PVC (N -S) 11.85 �� - - 15' UTILITY ESMT. -ExW- �-i - SIGNAGE ESMT. \ I \ I ° 8• >b 15' LANDSCAPE- & UTILITY ESMT. � m � � >b IRR. METER (BY CITY) 1/2' DCVA PER STD PLAN NO 340.8 a I b l O �J m i J � a I' > I W I m X EX SSMH RIM = 22.10 14IE CL CHNL = 12" PVC (N -S) = 11.5 I Ili I I mm> 111 X IE 1 l I CAIG'S, 7}I -CONNECT TO SS MAIN ILII I JJ BIE = 15.0 8 8 U�0 RESTORATION AND TRENCH RESTOtATION 60 WA ARE ARE HYDRAN 10' Unutt ESMT. i x 15LANDSCAPE! bj x - - - - - & UTILITY ESMT. r -16.67' ACCESS & UTUTY ESMT. I ACCESS ESMT. 5 UTILITY ESMT. I EX SSMH RIM = 22.51 IE CL CHNL 12' PVC (N -S) - 10.9 X I/ W. 10' LANDSCAPE I EAST. TRANSFORMERI ESMT I -EX SS -15' SIDEWALK ESMT. - �GA9--$-- - SW 41ST ST GRAPHIC s J �® CITY OF M RENTON Planning/Building/Public Works Dept. before you ( IN FEET ) 1 inch = 50 rt. C AUTO E STORE NO. 7252 mii/06/1 THE ; UTILITY PLAN C-3.0 S-394005 W-394004 R-394045 111610101311