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HomeMy WebLinkAboutW-406801A 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)