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HomeMy WebLinkAboutzW-4068SetA PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. co 00 I LU z 0 Cn z w X w w Q rr a n I- rr 0 n I- D 0 Cn y `Be CB m ti i \ USED 0/L TANKS I I r / (� \ 0 �\ RIM.•21.00ter, / I 1 N \ \ LE(NW)4 PIAC20.01 ti (2)BU BTM.• 17.56 I 61 / \ \ R/M.'21.80 98 1 c\ I / / O � / K1M.21.74 \ �o ® ZE(SE)4'PIAC:19.63 gg H�AC 1� / \ BLED / / / / / / / 0 \ 1 IE(NE)6�G'P.•20.03 \ lE(NE)8'P�C:18.82 / " �Ofi \ \ i ' / / / \ / I N TAL 12" AP AT' S A LE(SW)8'P</C.•18.80 / ( ) > \ p2.56 \ i I / l l \ C CB BTM=18.60 / i �TM.18.52 � p ry [� // // �) C IOWTO EIADMA \ � � PTA-=14+83.67 DMAN THRUST RESTRAINT / / RIM22.01 / I2fsa � H/ / / / / TH US RESTRAINT 1E(SW)8'PLAST1C18.86 k P i y� / OFFSET=-6.32 \ C " WATER SHUT OFF / l g ZE(N08'PI/C.•18. / a I \ ti/� �o �\ VALI/E / CONNECT DEADMAN TO MEGALUG ER AIN lE(k8'P�C.18.71 i \ = ti m \ ti / (RJ) / / / / / \ Soer . �yP �� ( J l \ \ \ ti / < CB / / / f / P gP I T LLED `� RIM.23.90 STA 14+82.49 (19.39) LT I PIPE X \/ / 1 / NDER O\ 0 a�ti5 lE(NE)4'lP:22 (1) FIRE HYDRANT / l / I 15' 1 . 5" CPEP n 1E(NW)6'P1C-2 / l I BN CKS E�8'rPVC \ \ \ So BTM20.64 ASSEMBLY PER CORSTDS / / / / = 6 (1) 12 TEE (FL) \ o (2)12" GATE VALVE (FLXRJ)- \\ X \\ (1) 12" FL X RJ ADAPTOR W/ THRUST BLOCKING- \ \ STA=14+80.62 All LE < ` \ \ PROPANE TANK \ OFFSET=-6.775 i I T CA UE G o EXT�VSI N f. �. \ \ " o COL \ \ SO CB \ / \ i i „ WIDE 1 z \\ ASPH„ ry � 21 LF 12 E ON:56ZJ � PROJECT TO BE �.\ F 1-STORY STEEL h / \ _ R1M.21.24 \ i i (1)12 45 BEND (RJ) DI CL52 / I \ , \ `14 L12" BUILT Y HE \ \ \ BLDG 15801 SO C<� lE(S :20.14 ti / / \ \ \ \ do �' ^ /RO ^ �fi'CP.•20.04 x \ WI THRUST BLOCKING DI CL52 o FT �V / STA=14+57.87 �I / \ \ \ CITY. 0 N FOR \ � � ,. lE(�dW)6'P�C.•20.04 � \ / � � \ \ EFER NC ONLY. \ >{E(NE)6'PVC.20.04 OFFSET=-10.160 J \ MW ON.•84.75 O \ �\ BS 29.2 i� 21.84� \ ? I �SDMH(54'�CONC) R1M.21.81 0 �� 5 //---- \ \ o 1E(SW)8 °4DS:19.12 " ti P \ ASPH \ IE(NE)8'lPELBOW19.12 \� \ BTM:16.36 / - - - - - JOINTJJ-T1L4T*TRENCH F �� ASPH F OS \ \ / \\ h " - - - - - - - �\ I ^ l �\ \ \ \ _ _ FUTURE -SE-CAP ALL - - _PATHWAYS D ROUTE (1) -CONDUIT VERTICALLY TO F GRADE AP WITH THREAD + r CAP AND CONCRETE RIN ASPH o \ 5 LF 12 DI CL52 + 3� \ _ / a SEE DETAIL 4 R/M.•21.93 E� 0y 2'1P / \ \22.06 / l C LE(SE)6 ADS• 19.83 S NN�Cj C� \ , \ BTU-18 'PVC.1 o E S P oar, \ / - - - �y✓ \ p, E� V CB RIY:20.82 <<� CB \ \ \� 26 LF 12" DI CL52 WOOD PP RIM20.88 EX CB TYPE l /lE(SE)4'lP:19.67 \ �' R/M.•21.27 \ / \ \ EXISTING 15-FT 1E(SE)6'PVC.•19.53 W/ SOLID LOCKIN ID LE(W)S CP.•19.41 1E(E)6'PVC20.27 \ STA 13+71.69 (30.85) R ELEVATION OF TOP WIRE 51.6 IENW 6'CP-19.19 RIM 22.10 BTIV19.37 BTM19.52 J (1) 12" 11.25 BEND (RJ) \ ELEVATION OF BOTTOM WIRE: 50.6 PUBLIC WATER ( ) ti I I �� FIRE HYDRANT . \ n IE(NE)6 PVC:19.13 /E 18 NE 15" CPEP - - EASEMENT I GRATE JOINT UTILITY TRENCH FOR FUTURE W/ THRUST BLOCKING EMBLY PER COR J ' ► \ < lE(SW)12 ADS 18.88 18.20 SW 15" CPEP ti 5' Um~ \ \, - / BTM.•17.79 / iE 18.00 N 18" CPEP - _ _ _ \ / I � USE. CAP ALL PATHWAYS AND ROUTE �4 � STA=13+83.65 S U T 6" W DI CL52 I - / I 2pj (1)6" CONDUIT VERTICALLY TO GRADE \ I OFFSET=5.260 RUST BLOCKING _V c9 CB i \ ?,9B & CAP WITH THREADED PVC CAP AND \ \ I \ o! �� �o\\ R/M.21.12 \ \ l \ / CONCRETE RING SEE DETAIL 4 \ I (1) 12" X 6" TEE (FL) \ I 8' SECURITY ��� „ SO / / \ lE(SE)6;CP•1a nR (�)12" 22.5 BEND (RJ) < 1 / ti / c' � ' \ / Ii (1)12" FL X RJ ADAPTOR \ I \ FENCE IE(NE)8' / W/ THRUST BLOCKING ��=� `� SD4SD f \ J (1) 12" GATE VALVE (FLXRJ) \ I \ h � BTM.•I STA=9+49.31 �'?> �� � G� ALTERNATE 1 - WATER MAIN EXTENSION TO BE BID AS PROJECT � '�_ m (1) 6" GATE VALVE (FLXRJ) J \ y \ OFFSET=2.230 l .21.83 ALTERNATE AND INSTALLED AT OWNER DISCRETION. WATER MAIN / W/ THRUST BLOCKING 14 LF 12" / / rylW)4'PVC ELBOW.•20.78 CONSTRUCTION NOT A REQUIREMENT FOR ROAD CONSTRUCTION. / / STA=13+76.22 \ I DI CL52 / BTM.•18.38 / \ I xhhh / /� o` \ \ WATER SYSTEM AND WATER INSTALLATION NOT REQUIRED UNTIL / / OFFSET=4.599 / PROPOSED WATER MAIN EXTENSION SOUTH OF (1) 12" X 6" TEE (RJ) TEE IS PART OF ALTERNATE. TEMPORARY 12" CAP FUTURE OFFICE CONSTRUCTION. (1) 6" GATE VALVE (RJ) \ W/ THRUST BLOCKING TO BE PLACED SOUTH OF / / ��' / I� / W/ THRUST BLOCKING / \ Uv / (1) 12" 22.5 BEND (RJ) ��' I \ / � \ \ TEE SHOULD ALTERNATE NOT BE CONSTRUCTED r .� N 1 12" 22.5 BEND RJ / o �, \ cRA�Ec m / / \ EXISTING FDC AND \ DI CL52 STA=9+58.34 \ / WI THRUST BLOCKING / / WTA 1THRUST BLOCKING d IIc / PIV TO REMAIN \ \� OFFSET=-0.102 / S = 3 9 03 d I IC WAT R METER - \ 1 (1) 12" X 6" TEE (FL) \ STA=12+23.03 / / E\ \ (1) 6" GATE VALVE (FLXRJ) OFFSET=10.000 / co OFFSET=3.046 ID PLAN 320.4 w/ \ I (1) 12" FL X RJ ADAPTOR EXISTING FDC AND PIV TO REMAIN3 \ (1) 12" GAVE VALVE (FLXRJ) h \ (1)12" 22.5 BEND (RJ) WI THRUST BLOCKING 1 / / \ N I\ CONNECT TO EXISTING 12 INCH WATER LINE \ 22 / ELEVATION OF TOP WIRE. 86.7' AT EXISTING GATE VALVE RJ / \ \ WI THRUST BLOCKING STA=10+65.49 1 / I ' POWER POLE \ ( ) \, \ STA=10+10.80 OFFSET=10.000 I %� E REMOVE EX PLUG (RJ) AND THRUST BLOCKING \ \ - - - - - - - ELEVATION OF BOTTOM WIRE. 64.T J \\ I GON�R� FOR CONNECTION WATER MAIN CONNECTION `/ U/ \ \ \ OFFSET=5.886 - - PER CITY OF RENTON STANDARD PLAN 300.5. (1) FIRE HYDRANT \ \ \ \ \ (1) 12" 22.5 BEND (RJ) FINAL CONNECTION TO BE MADE BY CITY FORCES. ASSEMBLY PER COR STDS \ \ \ \ K��s2 ��'`Op \ W/ THRUST BLOCKING \ PROPOSED 15-FT PUBLIC \ STA-9+34.65 26 LF 6" DI CL52 �`.. \ STA=10+34.49 OFFSET=2.037 W/THRUST BLOCKING \ �� ; \` �_ 11+00 WATER EASEMENT 12+00 \ \ OFFSW10.000 - i - - - - - LP12„�L--1-0+50-------------------------- 1_• (�------- CL52 � 156 LF 12" DI CL52 (1) 12" 45 BEND (RJ) W/ THRUST BLOCKING - - - - - - - - - - / ���\ 29LF12"DI CL52 ��� STA=12+84.97 E \ - - - - - - - - - - - - - - - - - - - - - - - - - - / o W LEC. OUTLETS J I - - - - - OFF ET=8.549 \ POST E�E E 3-3-3-3-3-3-3-3-3-3-3-3- 0 -3- i ...._- ----- --------------- '------------...------.... _ . _-----.... ------------------..... _---------- ----__-----_....-----__ _-----_.... ----- ------ ------ ---------------------------------_ .. _.--.. - ....... .......... ......-.......... titi / 0 8'CLF W/ BARBED WIRE ® l ® g • STA 10+65.5 (30.6' RT) (1) FIRE HYDRANT 6Sa o Q \ Z ASSEMBLY PER COR STDS " U ADDRESS: 737 L OGAN AVE N 21LF6"DI CL52 m����z� 0 m OWNER: THE BOEING COMPANY - W/THRUST BLOCKING Legend z PROPERTY LINE CDCI ROCKERY WALL 12" DI W W 12" DI W WATER MAIN J� j��O Q O X 0 Y 8" SD @ xx% STORM DRAINAGE PIPE FFDC� P/t0 WV�FD�PIVNWV FH/FDC/PIV/VALVE IN COMPLIANCE WITH CITY OF RENTON STANDARDS w ASPHALT PAVEMENT L w 0 10 20 40 CONCRETE PAVEMENT 8 SD SD • ❑■ ■OOO YD/CO/CB/CB 2/MH ® ®WM 0 WATER VAULT/METER CONSTRUCTION RECORD DRAWING LU GRAVEL 0000 STORM FILTER CB POWER E E ELECTRICAL SERVICE This construction record drawing is a copy of a cad file prepared by Q SCALE 1 II-201 COUGHLIN PORTER LUNDEEN and has been edited to reflect field SSMH SSCO verified invert and rim elevations of the storm, sanitary sewer and water CONCRETE RETAINING WALL Y � o SANITARY SEWER © ® M P ELECTRICAL JBOXNAULT '�' Call before you main systems. Field verified invert and rim elevations were obtained by cc CONCRETE CURB 12 SS SS SANITARY MH/CO D � OQQ' 8-1-1 KLB CONSTRUCTION IN JUNE 2022 Q The on -site private storm drainage facilities and public/private water and -B. B _ FLUSH CONCRETE CURB PROPOSED DITCH or 1-800-424-5555 sewer systems were installed in accordance with the approved plans and Ro UNDERGROUND the documented field revisions and function as intended. OF WASSERVICE (USA) SURVEYED: SCALE DATE. RECORD DRAWINGS 07 08 22 0 VERTICAL: NAVD 1988 It NVY TRS COUGHLINPORTERLUNDEEN DESIGNED:RAG Transportation Engineering NorthWest STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: PRW Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED: Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343-0460 BSB SEATTLE, WA 98104 www.cplinc.com Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: Phone: 425-250-5004 1 1 TBB AS SHOWN HORIZONTAL: NAD 1983/1991 t%Ri CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PARK AVENUE NORTH EXTENSION 04/30/2021 RENTON, WASHINGTON FIELDBOOK: PAGE: DRAWING NO: UTILITY PLAN C-301 SHEET. OF: O 16 30 U) A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. O (fl 00 0 W Z 0 U) Z W X ui \W Q rr Q n I— rr 0^ n 2 �0 v! O� °BWA S�C� �O 33708 ��SI�NAL WATER PLAN GENERAL NOTES Standard Plan Na. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. A PRE-CONSMUC nON ODNFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING, CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTIUTY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS. SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRK)R TO BRINGING ANY MATERIALS ON -SITE. 4, ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FrMhlGS SHALL BE CLASS 2%AS PER ANSI/AWWA C110fA21.104rwL ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE TYPE, POLYETHYLENE PLASTIC PER AWWA CIM STANDARDS, S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE E0 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION- WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS AND AS PERCENT MDD IN UNPAVED AREAS, ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-LLIGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALLMECHANICALJOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALLNEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR, THE CONTRACTOR SHALL SUPPLY, INSTALL AND REPAM PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FORTErnNG` AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE MAN EiGSTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING TRAYS PRIOR TO MAKINGS CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL E)MOSE THE EIASTINGx WATER MAIN AND FrMNGS AT THE ODNMECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACT(FILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN — 300.0 PT_TBLTC WORKS WATER PLAN GENERAL NOTES DEPARTMENT MARCH 2010 t 10 FT EXISTING WATER LINE TE`�TING DETAIL EXISTING TEE, DEAD ENE) LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER LINT- 0 VERTICAL CROSS (MJYFL) FOR POLYPIGGING 1 —BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1 —BLIND FLANGE ON BOTTOM 1—PLUG(MJ) W/2"TAP & 2„ BLOW—OV TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE Q AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & ULOW--OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES STD. PLAN — 300.5 * + PUBLIC WORKS CONNECTION TO WATER MAIN DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010 TEN W Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Elyse Stemmler, P.E. Phone: 425-250-5004 COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com NO. RECORD DRAWINGS REVISION TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (14-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) 1 NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF AWN LINE VERTICAL CROSS (Md X FL) ONF RUND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW —OFF ASSEMBLY (REIkOVE BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY —PIG-) ONE BLIND FLANGE ON 6DTT0M OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPICS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION DF NEW WATER MAIN STD, PLAN — 300.6 PIJ$WC WORKS POLY PIG STATION FOR CLEANING OF DEPARTMENT VVATEIR MAINS MARCH 2O10 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-51IG OR COMPRESSION TYPE SUCH AS CLO►V MEDALLION; M & H 929, MUELLM SUPER CENTURION 200, AMD WATEROUS PACER MATH 6" MECHANICAL JOINT INLET w1TH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. +4' PUMPER CONNEC71ON CITY OF SEATTLE THREADS WITH A S70RZ ADAPTOR. 4-875" SEATTLE THREAD X 5' STORZ, ATTACHED WITH 1/8" STAENLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS CF PAINT_ KECLLY-MOORE/PRESI=RVATIVE PAINT No, 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRFTF THRUST BLOCK 16" x B" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT win CUT MIN. 18' TO 20" 5FHIND RACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURP 4,575" x 5' STURZ 5'xTx6" THICK CONCRETE PAD AROUND HYDRANT, FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK --CONCRETE SIDEWALK f DR PLAN71NC STRIP 35" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER- EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT IXTENS1411 AS REQUIRED - RAISED PAVEMENT MARKER TYPE 88-A Sl1MSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING - MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/+4" COR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK V ABOVE BOOT FLANGE- PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. E HYDRANT ASSEMBLY LEVEL ALL GRIJUND MIN 3' RADIUS 6" CONCRETE PAD ONE MAN ROCK - 1 6� LEVEL AL(, GROUND MIN 3' RADIUS 6" CONCRETE PAD FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD PLAN — 310.1 + ; DEPARTMENT MARCH 2O10 SURVEYED: TRS DESIGNED: RAG DRAWN: PRW CHECKED: BSB BY DATE APPR APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by KLB CONSTRUCTION IN JUNE 2022 The on -site private storm drainage facilities and public/private water and sewer systems were installed in accordance with the approved plans and the documented field revisions and function as intended. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M Aoutoik CITY OF l*] RENTON VAw Planning/Building/Public Works Dept. W-406802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PARK AVENUE NORTH EXTENSION RENTON, WASHINGTON UTILITY DETAILS co N N O O T All N 00 O CD O O I T I� n Z rO V ) Z w X w W a i a O DATE: 04/30/2021 FlELDBOOK: PAGE: DRAWING NO: C-310 . A SHEET: 1 7 OF: 30 A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. SHACKLE RODS O MARKER MARKER MARKER (TYP) R co I! / t 2 TURNBUCKLES V I - o THREAD 6" W TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE \/ MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A 4 44 ° TYPE A BLOCKING FOR 11 1/4' & 221/2VERTICAL BENDS VB S d L �W U 0z w 0 N E zw N w mN _ 1~iy m y ON OF W_ om 0� NOU oz0 vtZ r i=0 WU o00 w ow oz w a~ w w zU ¢_� O aU o 4" 300 111/4 8 2 3/4 18 221/2 12 21 4 24 6" 300 111 127 3/4 24 /2 3/4 8" 300 114 221/2 16 43 212 31/2 3/a 24 12" 300 11 t 4 64 4 1 24 221/2 125 5 1 36 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH �• ° 2" IPS TAP SHALL BE A ROC KWELL 482 END CAP COUPLING. CEMENT CONCRETE WATER MAIN 2" GALVANIZED IRON PIPE AS REQUIRED. SIDEWALK, DRIVEWAYS, / PARKING AND PLANTED ROADWAY AREAS PERJ I _ TYPICAL SECTIONS AND WHICH SIDE OF STREET MAIN TRAVELED STREET, THEYDRANT AREAS PER TYPICAL HDOTS ORIPAINTED LINE) MARKERON THATIS TMAIIN STREETO BE '4 ° d F R = INSIDE RADIUS OF SHACKLE ROD BEND 2" CLOSE NIPPLE SECTIONS AND ROADWAY ROADWAY PLANS 2" GALVANIZED IRON PIPE, 12" LU ¢ 2" 90` ELBOW LUd ° W LONG. PLANS > 0 U N d ° Z \ PLAN TRENCH AND FRANCHISE UTILITY ° d x� oo < o SHACKLE RODS O ° °d ° (TYP) R Of ° ° STRUCTURE W MARKER MARKER �R -� STD 466 BACKFILL PER COR o 4" PSE z wI S 2 TURNBUCKLES GALVANIZED TYPE A THREAD 6" STEEL 4" COMM c') X: : TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED CONDUIT PROVIDER W : : 0.19"S l EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE B090) 8" TOP SECTION, WITH REGULAR INSTALL 2" 90' ELBOW, SCREWED ° BASE SECTION LENGTH TO FIT. w FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET ° ° d ° //j 2" PLUG, SCREWED ih 12„ 12 MARKER TO INDICATE WHICH MARKER TO INDICATE WHICH °° ° ° ° / 18' SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS d d ° ° //x 3 ON (4" FROM DOTS OR ON (4" FROM DOTS OR ° = 2" GALVANIZED IRON PIPE PAINTED LANE DIVIDER) PAINTED LANE DIVIDER) ! l_ O / 2" GALVANIZED IRON PIPE 12" LONG ° d d AS REQUIRED. ° ° w 2" RESILIENT GATE 6" PSE V ° ° ° °2 ° / o VALVE, SCREWED INSTALL 2" 90' ELBOW, 1/\^/\' 31 0 J�J O N HYDRANT MARKERS d ? ° �! w �� a � 4' RAISED PAVMENT MARKER TYPE 88 AB cc ° — SCREWED GALVANIZED 6" IRRIGATION SAND ° d ° ° i o 2" GALVANIZED IRON °d i PIPE AS REQUIRED. STEEL O BEDDING 4 ° ° CONDUIT zo d ° ° ° ° j ELEVATION M d d 54" d STIMSONITE TWO-WAY (BLUE) S TYPE B z� PUBLIC WORKS PUBLIC WORKS PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 310.3 pti�Y p{ CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 STD. PLAN - 340.2 ^ • DEPARTMENT a • ) + + HYDRANT MARKER LAYOUT + _ + DEPARTMENT FITTINGS + + �N- r ti So. MARCH 2O10 ��N�p MARCH 2O10 N/ So:, A TEMPORARY ASSEMBLY MARCH 2010 NTS ITS NTS 1"=1I Hydrant Marker Layout Std Plan 310.3 Concrete Blocking for Vert. Fittings Std. Plan 330.3 2" Blow -Off Temp. Assembljoint Utilit TrenchY Y g g P Y Y TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG ^ ° as VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN 1 Y o PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 DEPARTMENT WATER MAINS MARCH 2O10 NTS TS TS NTS Not Used 5 Not UseNd 6 Not UseNd 7 PolyPi Station for Cleaning of Water Mains 8 g g W-406803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by KLB CONSTRUCTION IN JUNE 2022 The on -site private storm drainage facilities and public/private water and ��B• BR sewer systems were installed in accordance with the approved plans and WASthe documented field revisions and function as intended. t �, SURVEYED: SCALE DATE: y RECORD DRAWINGS 07 08 22 TRS HORIZONTAL: NAD 1983/1991 04 30 2021 VTENW VERTICAL NAVD 1988 PARK AVENUE NORTH EXTENSION / / COUGHLINPORTERLUNDEEN DESIGN RAG As SHOWN o CITY OF RENTON, WASHINGTON FlELDBOOK: � try Transportation Engineering Northwest RENTON PAGE: p� 33708 �9 P g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN. PRW DRAWING NO: C1 S'r �� Transportation Planning I Design I Traffic Impact & Operations ONE IN DATU M 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED: Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343BSB AT FULL SCALE Planning/Building/Public Works Dept. UTILITY DETAILS — SEATTLE, WA 98104 www.cplinc.com c.com IF NOT ONE INCH / 311 Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 1 H OF: 30 Phone: 425-250-5004 TYPE B BLOCKING FOR 45' VERTICAL BENDS VB S d L oo o� W Y Z N O(A O N Z W mW Z ry WU m O U Ui. ¢DW UI OW Kww � O � = � W Z WO W U 0zz Z N N H OZ W O W W ~ W O OZU rn ¢_ o a 4 27 3 6" 300 45 64 4 3/4 20 8' 1 5 30 C„M N N TO V J T A, LJ W O O T Iffil 0 z LU I— X LEI LU a i a 0 0- 2 0 U) A PORTION OF THE NW 114 OF SFC;TION R TOWNSHIP ?:IN RANrF 5F W M C") N N O O O T 6 1 L N 00 O O O O rr n z O z w X w w Q oC Q n or O n 0