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HomeMy WebLinkAboutS-397401PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. N ,-a M rn co 0 EX. FIRE HYDRANT Lu (APPROXIMATELY 105' WEST OF SITE) STA 5+50, 6.59' R 27LF 6"0 SIDE SEWER INV ® MAIN=438.57f STORM CONTINUATION & CONNECTION (SEE SHEET C06 a _I .~ -- ----------------- 0 ------ I Cl) rLLI D--- — — -- UTILIZE EX. METER FOR 01 I LANDSCAPE IRRIGATION, a COORDINATE WITH STORM I 0 INSTALLATION TO I W RELOCATE AND REALIGN U METER AS REQUIRED \ x.I Id PROPOSED DETENTION VAULT I (SEE SHEET C07) 0 LLI LLI U) • PROPOSED WATER SERVICE CONNECTION PER WATER DISTRICT #90 STD DWG NO. 3 (TYP) UNDER SEPARATE PERMIT NOTE: FIELD VERIFY 6" SIDE SEWER CONNECTION AT EX. MAIN PRIOR TO CONSTRUCTION. i STA 7+18, .66R MAINTAIN MIN. 2" SLOPE. / 27LF 6"0 SID SEWER SAWCUT STA 6+45, 7.39' R /� INV ® MAIN=44�7.39f / \ LINE (TYP.) 26LF 6"0 SIDE SEWER I \ // �\ EX. FIRE HYDRANT \ INV 0MAIN=443.74f I STA 7+80, 6.09' R \ 27LF 6" SIDE SEWER STA 8+50, 5.43 R 1 I 28LF 6"0 SIDE SEWER STA 9+20, 4.78 R INV/0qAIN=450.40± \ R�8 CENTERLINE \ � - - - -_ INS' 0MAIN=453.85f 29LF 6 0 SIDE SEWER R.O.W. ri�4 \\ // I\ - - —/1— - INV 0MAI7.30f EX Wj ---I / I I I I I — w— �lZ �- I I r— \ I i i i i EX. 12 D.I. WA �` I W— --sB — / I i / I / 6+00 I / I y / —SD — I I - — W -- v — EX. 2 D.I. I� — p- W— w:.., ... I I n ICENTERLINE I R--O••- W �I- 3 I I I i I I —SD — I eleovo w - + of 30' /� I I - - _ I I / / _SD — I EX. 12" D.I. WA _ _ _ S.E. 2ND PLACE L---- S87`31'51 "E 653.71' I _ _ i - � 0 ------ --J L----- J 10+00 I I I I I I I I / — 9 \ :.:...-------------------J--- --------------� LJ-------- I I I (RESIDENTIAL ACCESS) I� — T— — — I I rij 70.0' W I r 7 Z 6" SSCO I �,`O I �Se \ 55.7' 468 ��� � W �5 S=0.0200 MIN. I �� ♦ . / INV ® STUB=444 34 6" SSCO I 6" SSCO \ I I /'-'► ' 6" SSCO NV 0STUB=447.95 S=0.0200 MIN. L=38.6 NEW WATER S=0.0200 MIN. `o I A=88.5° METER SERVICE (TYP) 1 ® STUB=450.98 � S=0.0200 MIN. 6 SSCO R=25 INV ® STUB=439.15 I I RELOCATE EX. POWER S=0.0200 MIN. 6 SSCO 466 i (� I RELOCATE EXISTING POWER POLE TO BACK OF SIDEWALK INV 0 STUB=454.52 S=0.0200 MIN. I B POLE TO BACK OF SIDEWALK I I U DER SEPARATE PERMIT BY PSE I INV ®STUB=457.92 r INSTALL SEWER UNDER SEPARATE PERMIT BY PSE I I � ! t CLEANOUT IN 2 X2 I I I I I SEE SHEET C12 I I CONCRETE PAD PER COR I FOR SECTION l i i i i 450 448 452 ADJACENTDTOLAN BACKOOF l i I I i I 446 I 450 454 458 SIDEWALK (TYP.) 444 448 452 c.; I I I I d 442 446 Ln I I I "' _ 444 Ln N LOT 1 I� LOT 2 442 \ /---�--------- 440 STORM BRA - / TRACT , CN I I � <—---------- 48. V / - - --------- 438- - — 440 --------- - - i —----------------- 7-0:0'------------- Pacific En s JJ�j ' ' _eJ_rj 1 Design,I F � t r� - Civil n_g1n& `rirjy ._ - �: Planning Carl=.'u1i_jrj_i� v1v1w PRIVATE 10' STORM DRAINAGE EASEMENT 450- -448 LOT 3 NLO QO � co 456 454 452 450— LOT 4 PRIVATE 10' STORM DRAINAGE EASEMENT 460 --— 458 \ 456 _ —454 N p� Ln LOT 5 CD L Ln 464- - 46 46 0— 45C LC 5' SIDEWALK 41 / 44 - - - ---- _ - _ 452 IG s� 8' PLANTER / <\���\� I I I I II-'i I—L�1L/—/ \ \\ \ \ \ 80.0' ' I -- — — — — — - \ R,ELOCATE EX. POWER AND LIGHT — POLE TO LANDSCAPE AREA UNDER SEPARATED PERMIT BY PSE z RELOCATE EX. TELEPHONE RISER TO LANDSCAPE AREA UNDER SEPARATED PERMIT BY RESPECTIVE FRANCHISE UTILITY 3 3RD ROUND REVISIONS PER CITY COMMENTS AJL 2 2ND ROUND REVISIONS PER CITY COMMENTS AJL 1 1ST ROUND REVISIONS PER CITY COMMENTS AJL NO. REVISION BY SUR pRYco DESIGNEDL. LARSEN 5/8/18 JF 3/9/18 JF DRAW E. MARSHALL 1 /10/17 JF CHECKM. J. FENG DATE APPR N"wv .J. FENG 1 "=20' ONE INCH AT FULL SCALE IF Nar ONE INCH SCALE ACCORDINGLY i I I �22' 5.5' R-O--W DEDICATION: I I iW I I o I o I + I N REUSE EXISTIN I r-35.5'-il �vi1=TER & METER BOX FOR LOT 6 I I I I I I I i I L— — — — — — — ae; vvve r-------- ase I I I I I L_� I -------- I -------J I 1 1 20 0 10 20 40 GRAPHIC SCALE SCALE: T-20' 0 0 O T u C) O T a J H H S-397401 R-397409 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J NOTE FOR GRINDER PUMP GRINDER PUMPS ARE REQUIRED FOR ANY FIXTURE WASTEWATER UTILITY �' DEVELOPMENT ENGINEERING `�' UNITS LOCATED AT BASEMENT LEVELS OF THE LOTS Ir dchristen 07/20/2018 rnair 07/30/2018 0 REVIEW OF GRINDER PUMPS FOR EACH INDIVIDUAL LOT = WILL BE DONE AT THE TIME OF BUILDING PERMIT C� REVIEW. FLOORS ABOVE GRADE SHALL BE FLUSHED TO SURFACE WATER UTILITY LLI FLOW BY GRAVITY TO THE MAIN. rstraka 07/30/2018 (D DAM 0 97 mmO�Na1LNAO 79B3 GG1 + CITY OF CEDAR RIDGE SHORT PLAT 8-8-2017 FIEILDWOK- RENTON PAM,°C DATUM DRWING NO, a Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN 0 Lu SNEEro Cog C22 U