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HomeMy WebLinkAboutS-345905--SW 1/9 SEC-8, 33NN 23N, B5E:, WILLAMETTE MERIDIAN - - - - - - `a � fX SSMN P © 3.49 0 S- B• IC (NJ =2S4 _ s a o S A 12 "WA w w w w w w- p /E 12PPC" E SQ N AV=9 U W W 24 N Li.l O SD v 1924 O Z p EX C8 c Z 3u--> RIM= 332@ O O_ N lE 12PCC "Nw -294 c O ¢ O lE 12P✓C SwZ43. S Q �S Z 9✓EJ =2 /E 24 GP E G e c N C3 Z n Z d 0 2 AS 1z•SN/ S GAS OO Z Z o I, o LU¢�u3 Of O W I gg �, z 3��.' o Z" 7 J , w H O. 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(FL) (1 PIV 4" CL52, DI 0 IE= 344 6"0 E MJ) (1; FDC " + 3}34 8" OUT) 27,48 c GS MJ) SEE DETAIL ID 0o CONSTRUCT OVER E .SS P ALVE (FLxMJ) PN KING FOC I 17 LF 4" CL52 DI 10 "x4" TEE (MJxFLk, i 1 4" GATE VALVE (FLX - - -° W/ THRUST BLOCKING J / 0 93 LF 10" CL52 DI 28 LF 1 X58 LF 10' U X- 0� 1 WT a Ir_ 29.9 42 6 U if X ° ® TiL iN � 12" SDdE=-=�O.74 SS 0 4" W(RgE -J2.5 0 6 SS CO MATCH LINE - SEE SHEET C5.01 RIM TO GRADE 2° RPBA IE= 27.86 UTIL X -ING 2° WATER METER 10" WTR IE= 29.50 SEE DETAIL 12 17 SD IE= 30.61 x•10 40 LF 'K' CO i� LF 6" SERVICE SADDLE SEE DETAIL R11A 11 W TOP - -70 UTIL X -ING W RIS ' IE= 28.4 2" WTR IE= 33.6 W RISER 24.45 18" SO IE= 31.02 MW 6° - 29.34 6' 47 SET METER E gTM= 244,50 1ETAIL 12 8Rd = 24.45 OIL /WATER SE OR DETAIL CO a`iii O TO GRADE � 8.75 UTIL X -ING �ppFR ;... 6" PVC SS 18" SD IE- 3067 - r 6" SS IE= 28.44 O O SS CO RIM TO GRADE COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE, WA 96101 F: 206/343 -5691 SD SO v of O 10 TALL CAS RIS£R o o 0 r, EX C8 MM J295 lE B'SI(S)J£1 11' /E 18 CIAP(NJ =38.9 O o =1 COW WALL f /E /E 8 /E Ex/S/MG BD/LOINC E CB lM= JG58 !E 8 MTL(NEJ= 31.2 22 o 21 LF 6" CL52 UTIL M-1116 II 6° WTR IE= 32A 12" SO IE= 30.; Q 4" 45' BEND (MJ) W THRUST BLOCKING LF 4" CL52 DI TO 6° WATER 10" TEE 1j 2 1 ° 2 COUPLIN GATE V 0 ' � O 1 1 -- -'rte 1 I 1 1 i >7 O 0 0 ,I T 00 ,a 0 0 1 0 � 0 -1/4° HYDRANT ASSEMBLY 10 O 1 0 "x6 E (MJxRJ 0 6" GATE V (RJ3 EX 8" W UST BLOCKING N SEWER N O TIL X -IN G 4' R IE= 32.50 $, 0a 12" SO IE= 30.31 'Cl 0 W/ THRUST BEND THRUST 0 0 - LF 4" CL52 DI 4" 45' BEND (M 0 W/ THRUST BLOCK #1 SCI <' a RI - 45..E4 35. IE= 3}.44 6" IN SV.�27. (FL) (1 PIV 4" CL52, DI 0 IE= 344 6"0 E MJ) (1; FDC " + 3}34 8" OUT) 27,48 c GS MJ) SEE DETAIL ID 0o CONSTRUCT OVER E .SS P ALVE (FLxMJ) PN KING FOC I 17 LF 4" CL52 DI 10 "x4" TEE (MJxFLk, i 1 4" GATE VALVE (FLX - - -° W/ THRUST BLOCKING J / 0 93 LF 10" CL52 DI 28 LF 1 X58 LF 10' U X- 0� 1 WT a Ir_ 29.9 42 6 U if X ° ® TiL iN � 12" SDdE=-=�O.74 SS 0 4" W(RgE -J2.5 0 6 SS CO MATCH LINE - SEE SHEET C5.01 RIM TO GRADE 2° RPBA IE= 27.86 UTIL X -ING 2° WATER METER 10" WTR IE= 29.50 SEE DETAIL 12 17 SD IE= 30.61 x•10 40 LF 'K' CO i� LF 6" SERVICE SADDLE SEE DETAIL R11A 11 W TOP - -70 UTIL X -ING W RIS ' IE= 28.4 2" WTR IE= 33.6 W RISER 24.45 18" SO IE= 31.02 MW 6° - 29.34 6' 47 SET METER E gTM= 244,50 1ETAIL 12 8Rd = 24.45 OIL /WATER SE OR DETAIL CO a`iii O TO GRADE � 8.75 UTIL X -ING �ppFR ;... 6" PVC SS 18" SD IE- 3067 - r 6" SS IE= 28.44 O O SS CO RIM TO GRADE COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE, WA 96101 F: 206/343 -5691 SD SO v of O 10 TALL CAS RIS£R o o 0 o , 3 � EX CB(/1 R!M 3�6 c /E IY M�NJ =25B 0 10 20 40 Call 8" SD /E 12" DM{ 8) =257 S am swim= D z /E e" JP(� J =z77 before you 29O „ id's SCALE 1" 20' EX hlM= 3342 e D g. CB = .34 ;(110 TO S,= SD 95 tlG7 °S or - 24' SD ®® 1- 800 - 424 -5555 fX SOMN UNDERGROUND SERVICE (USA) SOMH RIM 3268 lE 12 CONCI J =26.01 lE 18 CONCr) =2643 CB 1E 24 "CMP(j ))26.01 OI�I�IED R1M =32/4 �� N /E BPYC(M.f� =2 &5 �9�9�N (R ' /E 8AW(N)=287 12200NORTH FOURTH DISTRICT TREET 3 RENTON, WA 98055 i ARCHITECT H I McGRANAHAN ARCHITECTS 2111 PACIFIC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383 -3084 CONTACT: THOMAS MARSHALL I ENGINEER S VAULT I COUGHUN PORTER LUNDEEN _ 413 PINE STREET, SUITE 300 �> SEATTLE, WA 98101 (206) 343 -0460 CONTACT. ALAN JACOBSON, PE I' n SURVEYOR PACE 1601 2ND AVE, SUITE 1000 .r! SEATTLE, WA. 98101 (206) 441 -1851 CONTACT: NEIL S CABBAGE, PLS 3 S= 345905 ov I�. LEGEND 3 I EMSTING REMOVE PROPOSED ASPHALT PAVING I CONCRETE PAYING M ME BUILDINGS GRAVEL IL° :...,....,$1 F- - -1 i J L- -J 12' SD Ex CB SD 1 R /M= Jam I CURBING 1 lE 18LON 11 2700 Sr1 329x ROCKERY C� cmcm E JB CPEP(5!f2220 lE 12 CPFP =303? if 12 "CPFP(Yi! 2250 TREE W /PROTECTION so ° (D.. 3 WATER LINE -v +- I STORM DRAINAGE UNE -SD- IF I SANITARY SEWER LINE -ss- POWER -P- -P- TELEPHONE LINE -T- -T- (�. I I GAS LINE -s- -G- ,�: I WATER METER/VALVE /FHB Po q ta►4t 1 I STORM CB /NTH ; y SANITARY SEWER MH /CO / \ o • • GAS VALVE /METER t0 0 1* STREET LIGHT ASSEMBLYO- `' o CONSTRUCTION LIMITS r, 3N O o 0 o o , 3 � EX CB(/1 R!M 3�6 c /E IY M�NJ =25B 0 10 20 40 Call 8" SD /E 12" DM{ 8) =257 S am swim= D z /E e" JP(� J =z77 before you 29O „ id's SCALE 1" 20' EX hlM= 3342 e D g. CB = .34 ;(110 TO S,= SD 95 tlG7 °S or - 24' SD ®® 1- 800 - 424 -5555 fX SOMN UNDERGROUND SERVICE (USA) SOMH RIM 3268 lE 12 CONCI J =26.01 lE 18 CONCr) =2643 CB 1E 24 "CMP(j ))26.01 OI�I�IED R1M =32/4 �� N /E BPYC(M.f� =2 &5 �9�9�N (R ' /E 8AW(N)=287 12200NORTH FOURTH DISTRICT TREET 3 RENTON, WA 98055 i ARCHITECT H I McGRANAHAN ARCHITECTS 2111 PACIFIC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383 -3084 CONTACT: THOMAS MARSHALL I ENGINEER S VAULT I COUGHUN PORTER LUNDEEN _ 413 PINE STREET, SUITE 300 �> SEATTLE, WA 98101 (206) 343 -0460 CONTACT. ALAN JACOBSON, PE I' n SURVEYOR PACE 1601 2ND AVE, SUITE 1000 .r! SEATTLE, WA. 98101 (206) 441 -1851 CONTACT: NEIL S CABBAGE, PLS 3 S= 345905 ov I�. LEGEND 3 I EMSTING REMOVE PROPOSED ASPHALT PAVING I CONCRETE PAYING M ME BUILDINGS GRAVEL IL° :...,....,$1 F- - -1 i J L- -J 12' SD Ex CB SD 1 R /M= Jam I CURBING 1 lE 18LON 11 2700 Sr1 329x ROCKERY C� cmcm E JB CPEP(5!f2220 lE 12 CPFP =303? if 12 "CPFP(Yi! 2250 TREE W /PROTECTION so ° (D.. 3 WATER LINE -v +- I STORM DRAINAGE UNE -SD- IF I SANITARY SEWER LINE -ss- POWER -P- -P- TELEPHONE LINE -T- -T- (�. I I GAS LINE -s- -G- ,�: I WATER METER/VALVE /FHB Po q ta►4t 1 I STORM CB /NTH ; y SANITARY SEWER MH /CO / \ o • • GAS VALVE /METER t0 0 1* STREET LIGHT ASSEMBLYO- `' o CONSTRUCTION LIMITS a I I aI I� �I Renton School District Transportation Center ICI f� F son.I Old 3N a I I aI I� �I Renton School District Transportation Center ICI f� F son.I Old