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HomeMy WebLinkAboutR-398809NE 1/4OFS32, T23 N, R5 E, W.M. 00 rn co I 0 W GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD 399.4 SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE =391. 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, 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 REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR 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 UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. Of 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. X 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. W 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. N 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE 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). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. \� 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND 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, ELECTRICAL, AND COMMUNICATIONS UTILITIES SHOWN FOR COORDINATION ONLY. INSTALLATION TO BE ACCOMPLISHED BY UTILITY PROVIDER. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. WATER NOTES 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. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. SOOS CREEK WATER AND SEWER 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 A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER 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 1 1 o THE DEVELOPER S/CONTRACTORS EXPENSE. M 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE W 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 m 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). 3 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. C 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. N 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER a THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 00 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 00 11. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO z REGULAR WORKING DAYS) ADVANCE NOTICE. w a 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. W 13. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 0 14. EXISTING MANHOLES SHALL BE CORE -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING y FLOW FROM THE NEW SEWER. z z W m z 0 z w z C z D Q 0 Z i N 1505 Westlake Ave. N. Lj Suite 305 W Seattle, WA 98109 T (206) 522-9510 F (206)522-8344 WWW. PAcLAND.COM [© SD J MH 0 W f) W 'a 00 O 24N. FIRE HYDRANT (INSTALLED BY FIRESTONE ,_PROJECT - SEE HYDRANT NOTE BELOW) �I CA j 6" FIRE DEPARTMENT CONNECTION LINE 6" FIRE PROTECTION LINE; " , � h M CO 12 ON 12'CON 12" 1-1/2" DOMESTIC WATER LINE J S88'57'38"E_290.83.jp- j. UI v \--UT 13 ®I RENTON DENTAL ARTS „ 7,789 SF of LIE 6=395.94 FFE=403.50 I� I e L JIL 66LF 6�' SS @ 3.0� 84LF 6 SS @ 4.0%- - - L - - SS SD CO 01i o C I C.� D RIM=406.42 CnFIE 6"=404.19 of IE 6"=4A�2� L0 J M 58LF 6" SS 0 a. 0 ST F 6" SS n o 7 C1EI1:LI:= LjI 0 I SD C1:E:EI:1= I I � -o-o-o o-o-o = UGP- - CONC EXT CURB CONC L� U I I (C SSMH RIM=399.49' SANITARY SEWER STRUCTURES CONSTRUCTION KEY NOTES MANHOLE 01 nl r n nlnl IT n,l MH 01 RIA�9 "Tr- 399.49 RIMm494.91- A WET -TAP CONNECTION TO EX WATER 0 M O CATCH BASIN FOR TRASH ENCLOSURE TRENIGH nDAIAI IE G�39z.55 CHANNEL IE 6"_400nz MAIN, COORDINATE WITH SCWSD DRAINAGE (ENCLOSURE SHALL HAVE A ROOF IE " 8HT-392.45 393.07 3'4 © DOMESTIC WATER SERVICE CONNECTION, C-7.o INSTALLED ABOVE) CO 01 CLEANOUT 01 I � A All I �nT 95 Rim COORDINATE WITH SCWSD C EX METER AND BACKFLOW TO BE O CONNECT EX CTOR TO 71 1T= TJ9� „--9. 399.72 IE c _znc COORDINATE WITH SERVICE PROVIDER FOR NEWTC IE » - 395.19 RETAINED FOR IRRIGATION SERVICE, SEE CONNECTION � �I rAnlnl IT nc LANDSCAPE PLANS FOR CONTINUATION -0 CONNECT TO EX GAS, CONTRACTOR TO CO 02 CLEANOUT 02 ol��_znn cn ,�T,PI�J��TT -p FIRE PROTECTION SERVICE POINT OF COORDINATE WITH SERVICE PROVIDER FOR NEW D1,�IM=192z 9 402.11 IC 6"_395 CONNECTION. SEE MEP PLANS FOR CONNECTION IE 6"!m395- ` 39717 �I rAnlnl IT n� CONTINUATION AND TO VERIFY ENTRY ©CONNECT TO EX COMM, CONTRACTOR TO CO 03 CNO�UT303 oI►���� LOCATION E DOMESTIC WATER SERVICE POINT OF O COORDINATE WITH SERVICE PROVIDER FOR NEW 404.07 c"=znz_n7 CONNECTION IE "- 400.51 CONNECTION. SEE MEP PLANS FOR ®CONNECT TO EX 6" SANITARY SEWER TEE TO CONTINUATION AND TO VERIFY ENTRY LOCATION PROPOSED MANHOLE (LOCATION AND INVERT 3 ELEVATION OF EXISTING SEWER ARE BASED ON F DOUBLE DETECTOR CHECK VALVE C-7.1 0 INFORMATION PROVIDED BY CONTRACTOR - ASSEMBLY (6„) CONTRACTOR TO RE -VERIFY PRIOR TO HYDRANT NOTE: 1'2 © DOMESTIC WATER METER (1-1/2") CONSTRUCTION); COORDINATE WITH SCWSD THE FIRESTONE PROJECT IS CURRENTLY UNDER C-7.1 REGARDING MODIFIED LAYOUT AND OBTAIN CONSTRUCTION. THIS FIRE HYDRANT WILL NEED TO BE -H REDUCED PRESSURE BACKFLOW PERMITS AS NEEDED TO COMPLETE THE WORK INSTALLED PRIOR TO TEMPORARY CERTIFICATE OF ASSEMBLY (1-1/2") WITH HOT BOX R POST INDICATOR VALVE OCCUPANCY OR CERTIFICATE OF OCCUPANCY (CO) OF O THE RENTON DENTAL ARTS, WHICHEVER COMES FIRST. OI FIRE DEPARTMENT CONNECTION S GAS METER AND POINT OF CONNECTION, DEPENDING ON TIMING OF CONSTRUCTION FOR BOTH 12 O COORDINATE WITH MEP PLANS THE FIRESTONE PROJECT AND THIS PROJECT, THIS C-5.o OJ SANITARY SEWER MANHOLE FIRE HYDRANT MAY NEED TO BE INSTALLED BY THE OT ELECTRICAL POINT OF CONNECTION, RENTON DENTAL ARTS PROJECT IN ORDER TO OBTAIN 3 COORDINATE WITH MEP PLANS TCO OR CO. C-5.o OK SANITARY SEWER SURFACE CLEANOUT ©SANITARY SEWER POINT OF CONNECTION. SEE ENGINEER'S RECORD SPRINKLER/FIRE LINE NOTE: MEP PLANS FOR CONTINUATION AND TO VERIFY DRAWING CERTIFICATION CONTRACTOR SHALL BE RESPONSIBLE FOR ENTRY LOCATION OBTAINING FIRE SPRINKLER AND UNDERGROUND FIRE LINE PERMITS FROM THE CITY OF RENTON W REVISION SURVEYED: WRH DESIGNED: LRR DRAWN: CMD CHECKED: WFF BY DATE APPR APPROVED: SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S RECORD DRAWING CERTIFICATION NOTE SCALE:VEffn_ AS SHOWN HORIZONTAL-NAD 1983/1991 ' CITY OF RENTON ONE INCH DATUM ' AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY I _ 14"CON v I • • 18" 16" CED -G 3 Know what's below. I Call before you dig. 15. 0' -G PU ET P R ESE ENT 0. 4040ioj0 in `.J I I ; � Cn II b 18 FIR W II I C 10 FIR I I >' II ci = I � 18 FI `, R� 18" FIR138 I 18" FIR N 118" FIR 8 FIR 3 �, a �I 60. 0' 3 OPEN SPAX 18 FIR REC. ND. 331213)46F LLI II ' a c� 20 FIR I I �r PU ET PO ER ESE ENT 22'• I RE O. N 4040 03 0 C3 3 UGP U 'I ISTE GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LEGEND 2'3 WATER LINE w C-7.2 1,2 SIDE SANITARY SEWER SS C-5.1 1,2 WATER METER ■ C-7.1 2 GATE VALVE C-7.0 FDC $ 1 THRUST BLOCK • C-7.0 3 DOUBLE CHECK DETECTOR ASSEMBLY c-7.1 POST INDICATOR VALVE RPBA 1,2 SS MANHOLE • C-5.0 2 SS CLEANOUT C-5.0 � TELEPHONE T POWER UGP GAS LINE G R-398809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON DENTAL ARTS 17816 108TH AVE SE RECORD DRAWINGS UTILITIES PLAN 0 U 000 O 0 T Q J W Q Q I- z W Q DATE: 04/12/2019 z FIELDBOOK: PAGE: O I- DRAWING NO: C-3.0 Z W Cr SHEET: OF: 09 27