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HomeMy WebLinkAboutWWP2703732.4TBLOCK_COR OTOP111108 CSIT111108 CNOT111108 CGRD111108 CUSD111108 CUWS111108 keyma p 01 LU M 111108 ACAD 2007-07038-AS B U W Q z U w 0 a. W �, , d NE 1/4, NV�I 1/4, SEC.14, TWP.23N., RGE. SE., VI/. M. CONSTRUCTION NOTES o _-TJ � 6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. o m . -46 _ 1 1 SLOPE PER COR STD. PLAN 406.1 AND 403.1 JIf-n f O 48" SANITARY SEWER MANHOLE TYPE i W/ FRAME AND L S I `n ^ n i I j� �, ( f COVER PER COR STD. PLAN 400.1 AND 401 s n t I 1! 3O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 00 r v'-13 } ) _ }1000�I I � cr 40 SAWCUT EXIST. PVMT. i� +11���C�1 °O } j i� "' I r SSMH 230 5 CONNECT 6" SIDE SEWER TO MANHOLE PER COR STD. 4 STA 1 +95.68, 6.50' LT PLAN 406.1 EXISTING SSMH 724 I �? 1 0 l� r; oNN. Tv X�sr. t MAPLEWOOD L- 5 i A ff _ - bl. r SSA 0+08.67 24.37" ! , i i GEN -: - NO L ES: U) - -- ) -f- ROW o Q r. -- _� 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SSMH 220 - - ---- ___ W STA 0+ 18. 99 6.50' L T - - - - _ 1 r � _ OF 5 SERVICE CONNECTION STUBS SHALL BE SET A MIN SS ASS fs � S SS ---�-- � FEET BELOW THE FINISHED FLOOR ELEVATION (FEE). Q �o-'- I . PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER °1�), �� ROS�IIO AVM SS + N n t 2 - _ " - - r - / COR STD. PLAN 405. �' - W y F D n _ _ _ 3. ALL SANI TAR Y SEWER MANHOLES ARE TYPE 1 PER COR 0 -- -- -- -- - --- -_�- -- - -------- STD. PLAN 400.1 AND 401. .• n _ ... } - - O I - - -- -- =-- = -s POD 1 6W .DE61CARON I _ _ _ _ _ _ _ _ _ _ - ^ - - - 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION --�_ xs`<. -' _ to BY THE CITY INSPECTOR. - � ap ° M=----�- . -- / / _ ° _ m Z o 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF W W o - . cRo TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE THE , \ A -J - - f 8"MC 1 SS o W t E - - - _ / o v ADJACENT TRAVEL LANE AFFECTED WILL BE / ---�_.-TQ.. R ( , f 00 CD 0 .- -- - � \ \ e ►� ¢ o ENTIRE REPA VED. \ G iCNI 467-- - ' . IF THERE 1S LESS THAN 12 INCHES SEPARATION BETWEEN 18 PZIBL�C A S 6 + (�,` (� r - - - 466 ESkIT. REC. Nd J UTILITY PIPES AT CROSSLINE, AN ETHAFORM PAD SHALL BE �` ti ° ') -- - = - - -- -- - - 2016111600085 - 1 - - - - -- . J v l i PROVIDED 1 t ----- • _ - -_ _ r 11 4652 a� • ° a P _ I REMOVE AND DISPOSE TRACT A SEE C4.05 EXIST. 8" PVC SEE C4.02 STORM DRAINAGE N HIGH PT STA: 1+11.58 HIGH PT EL: 472.18 PW STA: 0+92.22 500 500 PW EL: 472.40 - - 50.00' VC N Z ��� W LOW PT STA: 0+25.14 + ± _, 490 490 Q LOW PT EL: _ 468.70 _ o" _ Z ~ 4 cy -- Q PVI STA: 0+40.00 - o cn�; vim; OW �a,n Z P 0 EL: 468.30 ao � �N 50.00' VC mm WUJ gN" rnQ pW in^ +O d' �Zo 0 0�a 480 0 v; Ld 00 ui FINISH GRADE ® # II ti Z 480 + ROADWAY + o+ o+ o EXISTING GRADE o I I W F-" J v ® ROADWAY U ? lid mro W QC OOJJ - - r. 0OX - - - UV /O. - �. T +-� '� �- ~ \ �. �� �- �. -. - 1_- it 10 g 8 7 5 4 470 2.009e r 7• - 470 - \ - _ - - 1' �- 2 I. $�� PVC - -; TRACTA STORMDRAINAGE 12 13 14 460 Lo S=0.0133_ 460 _ - SSMH 220, TYPE 1 1 7243 RIM- 468.8 468.54 S 0.0134 SSMH 230 TYPE 1 Cr EXIST. SSMH- ;IE(SW)=469.48 460.22 RIM=�6R3 471.27 _ RIM--64- . IE(N)-46e.48 460.33 IE(E)=46Z?94 462.88 1V I E NE 4§9-6- 459.70 462.69 N TS 450 IE(SE)=4S9.68 59.47 21LF 8" PVC 450 S-9: -S=0.0248 KEYMAP 440 _ 440 - sTE�ti��w CONSULTANTS o rn co N �! N co ti o ► �' 1/' 495 O <v oc� o� �� �h �:n ti n ASS �G > a d d d a d `t d r- "� et `t �► e+ Ior Site Planning • Civil Engineering Know what's below.SLand Use Consulting • Project Management -0+40 0+00 0+40 373209 11431 Willows Road NE, Suite 120 1 Redmond, WA 98052 Call before you dig. 0 8D 1 +20 1 +60 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com 0 10 20 CITY OF RENTON 1 CITY OF RENTON PERMIT SUBMITTAL JBS 5/30/14 JBS M1 EVANS, PLS s� YERTKaL NAw 1988 MAPLEWOOD PARK EAST DAM2/21/17 ----- __-- -- HORIZONTAL NAD 1993•/1991 �► CITY 0 Approved by: Date: 2 ADJUSTED SSMH220 RIM ELEVATION RAS 11 19 14 JBS ,�; N/A �� �,., �' VERY IN FEET 3 RECORD DRAWINGS RAS 2 21 17 JBS RYAN SCHAUBLE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 0 20 40 UTILITY PERMIT Approved by: Date: RENTON PAS �A,�N: py� T� PETER EVANS ONE INCH DATUM DRAWM NO - M IN FEET NO. U 13002729 Approved by: hate: CHECKED: I- AT FULL SC91 Planning/Building/Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.04 JAMIE R. SCHROEDER, PE IF NOT ONE INCH "� Copyright ©2017 CPH Consultants, LAC. All Rights Reserved Approved by: Date; NO. REVISION BY DATE APPR .:PROVED SCALE ACCORDINGLY OF:Lv 37 Al-ININININIA n U] n • � D f"1 y C: =03o �Tm m- " rT z m z z In 0 D cn n TI 0 0 -o 00 ;moo ? C 7m7 C-) 03 In D c � zm ;M ' m 0 �Dm i Q) CTI Rl z z D M Ds z 0 c m M C11 tQ tQ 1n n 0 O M 0° D „o