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Lj Q z L> L LJ D O E_ z W o M 3 0 z z of W z z w / o co I y N a` 0 rn / w a z J u_ w 10' PRIVATE \ DRAINAGE EASEMENT \ STA 3+77.8 END CURB & GUT MATCH EX PAVING STA 3+95.5 END SIDEWALK rO 0 5 10 20 SCALE 1" = 20' .. ....,- .. ---•- —Irv-- - — i\ . ..........:.... :.. �V/SEWER EASEMENT-- f 15' MI I 10' PRIVATE �\ 0 NO. 20151130001069 00 Z I DRAINAGE t\ 1 M SSMH #5 I 0�27 EASEMENT I I I 156 \ \ I N:194840.83, E:1304341.73 PER C.O.R. STD PLAN 400.1 I I 7. CONSTRUCT OVER EXISTING .r - PUBLIC S EWER EASEMENT I 8" SEWER LINE i i ® y \ � I I 10' LANDSCAPE TRAC A : I ® I I EASEMENT \ EXISTING 8" SEWER 8,428 3\ SF 6177 I PUBLIC STORMWATER I 146 I I d \ VAULT MAINTENANCE I� I M I 2 S FLEV 148 TRACT A 2 5213 SF EASEMENT OVER _ — I "� — — —144 — — — — ....�. _ I 150 155.0 I �\. I 1 PAD ELEV. 142 �Sh \ �\ I I I I 162.0 140 CLEANOUT PER C.O.R. STD LA c v 403.1 CONSTRUCT 2'x2' CjN E I \ I ,n 6261 SF I q \ STFt ROAD A 10+00.00= PADS AROUND SS CLEANOUITS I 10' PRIVATE \ STA 12+64.69 I I ° STA *MONTEREY PLACE" 5+00.00 BEGIN CURB, LOCATED BEHIND SIDEWALK, UTILITY EASEMENT GUTTER & SA . . ILn \ `\ I 46— + d + I ° p0 \ °. I I I I I �I 0 I I I I I I I I� '� \ I —1V I 2 5 LF PVC 49� � a A . � ° . w'.. � ESTIMATED OFF —SITE WETLAND BOUNDARY 0 45 LF GUARDRAIL PER + WSDOT STANDARDS. SEE ' - oI °' n \ Z DETAIL SHEET 14. / +I + \ PUBLIC SEWER cn . I — — —_ EASEMENT . 10' PRIVATE 6" PVC SEWER cr . \ I A 12+34. 9 UTILITY EASEMENT F_ SERVICE ® 2% PAD ELEV. . \ \ B, I ELEV. I 165.0 . EGIN CUR PAD ELEV. I I MIN, TYP. N_ TTER & 153 161:0 PAD ELEV. , TRACT B ���-�� © 163.0 \ 14,2�3 SF\_—// �52 O \ SEWER HORIZ. 1"=20" 5 p,MEs VERT. 1"= 5'° q OF wash, j �Q om �'' �� .� SURVEYED--- SCALE: VERTICAVERTICAL,NAVD 1988 Encpassx �� o C� AS SHOWN HORIZONTAL: NAD 1983/1991 coo*** U x Z DESIGNED: 3 MYLAR SUBMITTAL BCS 8/16 BCS TJR Western Washington Division "0 38285 .� 2 REVISED PER CITY REVIEW BCS 7/1 6 BCS DRAWN BCS 165 NE Juniper Street, Suite 201 • IssaQuah" WA 98027 • Phone: (425) 392-0250 ■ Fax: (425) 391-30S5 `p h' is 0 ' ONE INCH DATUM Eastern Washington Division Q. GN \` 1 REVISED PER CITY REVIEW BCS 6/1 6 BCS CHECKEDTJR AT FULL SCALE 108 East 2nd Street • Cle Elum, WA 98922 • Phone: (509) 674-7433 " Fax: (509) 674-7419 ZONAL ` IF NOT ONE INCH N 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY TJ R NOTE: SEE SHEET 11 FOR PROFILE CONTINUATION CITY OF RENTON Planning/Building/Public Works Dept. AIr1TC• SHEET SHEET 11 FOR SEWER PROFILE ALONG ROAD A 100 S=3 90102 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Bf�, �46;/ Date: BY: Date: ` 061IC Know what's below. BY: Call before you dig. BY: MONTEREY MEADOWS PLAT U16-001683 SEWER PLAN / PROFILE Date: Date: 7-13-16 FIELDBOOK: N/A PAGE: N/A DRAWING NO: 136901 SHEET: OF: 10 26 I z Y / C� Z i 0 C C Cil Nz m m M 0 D D c-) 0 mo 00 ? z rr i O i Z • m rn -o � D :gym � C S 6 M M m- Li L3 "' z z m cn M D /z/••� Y, C ai M D T 0 0 M MO ;0o D IMc I°� acn I� >z C C_ 0 ; S_3 9,0/ o 2_.-