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Home My WebLink AboutW-436201tI W PROPERTY LINE I "so .:.a �\ SD ° �L�-= 1 WW00 COMM - - I O I I I 0 I I I c� I I I \, 0 O O I CONTRACTOR TO TRENCH 1 AND LAY CONDUIT FOR POWER AND COMMUNICATION LINES - (6) 2" CONDUITS FOR ELECTRICAL WIRES, (2) 2" O CONDUITS FOR O COMMUNICATION WIRES; PSE TO PULL POWER LINE - REFERENCE PSE ELECTRIC SERVICE HANDBOOK FOR NON RESIDENTIAL PROJECTS "LOST SIGNAL" (WATER UTILITY PAINT) SD SD SD ICV I% •d - d I I la d. - - N88°33'47"W 205.00'(R1) _ I MEDIAN CURB PI: 6+78.12 PRIVATE ROAD °- I la • e . I � o V) iii -INSTALLATION A. . a a .. d. a". • d SD a. .a SD - - - - -0 0 • - - - - - 114W00----- WWO -- 0 1 Id � CO-07 DPD-01 •s • " 77 LF OF 4PVC @ 6.38% • • v \ CO-06 \ \ •i 11 LF OF 4" PVC @ 7.81 % y. �\ \ •'a• \c� \ :: 2�\ I�� • �• I + J d • • y I • - yi PROPOSED LIGHT POLE a a'L._ 1 I, 1 17803 & 17805 108TH AVE SE •. a 1•I' '1 RENTON, WA. 98055 LOOP DETECTOR °- /17 90 LF OF 6" EX PVC @ 5.67% -I BLDG BY OTHERS I ' PI -4, CONTRACTOR TO POTHOLE EXISTING SEWER LINE AND • • NOTIFY ENGINEER OF ANY 1 '� a ' DISCREPANCIES IN LOCATION '� i' • OR ELEVATION PRIOR TO PROPOSED 2" BACKFLOW PREVENTOR ASSEMBLY, PROPOSED VAULT PER DETAIL W-18 GA - GAS _7 LF OF 6" PVC PROPOSED 2" VENT LINE SS-08 CO-05 CO-01 -_ SS-07 . L • ♦ A A .0- 12 LF OF 6" PVC @ 1.41% \ 3 LF OF 6" PVC @ 1.99% 4 LF OF 6" PVC @ 1.55% 6 LF OF 6" PVC @ 2.78% CO-02 'PROPOSED 3 LF OF 6" PVC @ 1.53% OLDCASTLE GGI-1500 -12"F 1500-GALINTERCEPTOR 1 LF OF 6" PVC @ 4.21% LVJ�GREASE I _ &_ - - d PROPERTY LINE - J 14"F 14"F "TACO BE - - - - - - - ---� N88°09'21 "E 185.30'(R1) - - - - - - 00 - I`? /- DIRT FOOT PATH (r)nlrDrrr MAI I M \ I 08„ 8„ w GRAPHIC SCALE IN FEET 0 10 20 40 Q z w 25002557 f of 4 ' O r7 a " + w � I N o I I sz I A I � a 0 U) I ;,.I SIGNAL'I > TER UTILITY < N In 0 o PROPOSED FIRE HYDRANT 0 0 O I a CONTRACTOR TO POTHOLE (n .j. • EXISTING WATER LINE AND NOTIFY ENGINEER OF ANY DISCREPANCIES IN LOCATION 0 OR ELEVATION PRIOR TO INSTALLATION CD GAS SERVICE c3 s �. I SIGNAL' :: 00 / rro I I-riihT\ GAS PROPOSED CONNECTION TO 2" GAS MAIN PROPOSED SADDLE CONNECTION TO WATER MAIN (W-20) E PROPOSED METER VAULT FL (SEE DETAIL W2613) PROPOSED 2" DOMESTIC WATER SERVICE MJ (SEE DETAIL W-25A/W-25B) SD - PROPOSED TRANSFORMER VAULT AND UNDERGROUND CONDUIT BY CONTRACTOR, LL= PSE TO PLACE TRANSFORMER - '50.00' PI: 8+53.6 �- .. 11 11 ci- SSMH (1417) RIM 398.39 6" CONIC IN (E) 6" CONIC IN (NW) 6" CONIC OUT (SW) CTR CHANNEL 393.37 •a OS d d . I MI _ _ L7 0 PROPOSED POWER POLE RELOCATION BY PSE; CONTRACTOR TO TRENCH I AND LAY CONDUIT FOR I POWER AND COMMUNICATION LINES - (6) 2" CONDUITS FOR I O ELECTRICAL WIRES, (2) 2" CONDUITS FOR COMMUNICATION WIRES; PSE I TO PULL POWER LINE - REFERENCE PSE ELECTRIC SERVICE HANDBOOK FOR NON RESIDENTIAL PROJECTS I O j + o I I I D I UTILITY LEGEND - - PROPERTY LINE S PROPOSED PVC SANITARY SEWER PIPE (BY SEPARATE PERMIT) W W PROPOSED 2" WATER PIPE (BY SEPARATE PERMIT) IGAS GAS PROPOSED GAS LINE (BY SEPARATE PERMIT) IE PROPOSED POWER LINE (BY SEPARATE PERMIT) ET-0 PROPOSED LIGHT POLE (SEE ARCHITECTURAL PLANS FOR CONDUIT ROUTING AND POWER SOURCE) PROPOSED FIRE HYDRANT ASSEMBLY (PER DETAIL NO 310.1, SEE - SHEET C7.1) IEXISTING SANITARY SEWER CLEANOUT mi PROPOSED 2" WATER METER (PER DETAIL NO 320.2, SEE SHEET I C7.1) IPROPOSED BACKFLOW PREVENTOR ASSEMBLY (PER DETAIL NO. W-25, SEE SHEET C7.1) WATER SERVICE NOTES I1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". I 2. THE DEVELOPER SHALL FURNISH THE DISTRICT WITH A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN I CONSTRUCTION 3. TBM 'C'� PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE I CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES EL=400.77 SHALL BE LOCATED. N: 164710.e E: 1303049 4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES - - REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. -SD 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH THE REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. SEWER SERVICE NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT WITH A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH THE REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 11. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 14. EXISTING MANHOLE NO. SHALL BE CORE -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER. UTILITY NOTE EXISTING UTILITIES AND UNDERGROUND PIPING ARE SHOWN IN AN APPROXIMATE LOCATION. NO GUARANTEE IS MADE OR IMPLIED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION AND LOCATION OF ALL UTILITIES AND UNDERGROUND PIPING. THE CONTRACTOR SHALL CONTACT (811) AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND STRI Ir.TI IRFC S-436201 W-436201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING H H uyn h 07/22/2025 ee f 2025/06/25 1 BULLETIN 1 TB 6.24.25 SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD , 983/, 99, DATUM � C T Y OF RENTON ' Plan ning�Building�Public Works Dept. C H I P O T L E 10 8 T H AVE SE UTILITY PLAN DATE: 6/24/25 DESIGNED: FIELDBOOK: PAGE: DRAWN: INCH DRAWING NO: C6.0 CHECKED: IF NOT ONATOFULL SCALE E INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: rE: OF: 8 15 T O O Ln N U