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Home My WebLink AboutW-371701O w Q w 7M H, Mn N TYPE 60 TE 490.0 WALHAVEN NO. 1 E 484.62 E 8'L X 6'mW X 1' D C 1 1 "0 S -0.487 PAD 0.82' -- - -F - - -- - - - -- ----------------- ----------------------------- -- - - -- -- --- - - - - -- - 12' GRAVEL ACCESS IE 481.0 SERVE 15' I --4 I DRAINAGE -- 15 AS'LF AT EASEMENT x I EASEMENT I 12' DRAINA5E'4T& MENT -- LOT 8 MIN FF 490 LOT 7 I I 482 - BASEMENT 4512 SF I 4509 SF CONTROL MH i 6 "0 ADS CONNECT TYPE II 54 "I I RIM: 490.0 ROOF DOWNSPOUT , I I 6 "0 PVC SSS OUTLET: 481.70' (TYPICAL) -SEE-DETAIL ySE SAN _ _ _ ®2i MIN SLOPE ' SEWER - CCEA7�OUT- —' &MIN 5' COVER Vz — 1 �ASEME #T — — (TYPICAL) — — MPICAL)— 4 c d. SERVED MATCHUNE SHEET 1 127 SHE 2 3 +00 _ 128 MH# 1255 -5 `� STA 3 +24 -5'LT a tb —1 6 "0 ADS CONNECT — ROOF DOWNSPOUT (TYPICAL) I I I I LOT 5 4534 SF MIN FF 494 L - - SERVED NOTES FOR PLANTI EQUIREMENTS TYPICA p n2 +00 Ste' t DRAIN EASEMENT TRACT "A" �II,RAINAGE 6934 SF ABANDON EXIST SEWER Pt AND FORCE MAIN DISTRICT STANDAF EXISTING w N 0.5' 4.70' 4' ROCK WALL SIDEWALK :n TOP 491.5 — A M CZ I BOTTOM FG 487.5 MIN FF LOT 6 495 SSMH -11 I 4513 SF RIM 498.59 i WET /DETENTION POND IE 494.04 WETPOND 4 RE&JIN[DT001AND LADDER TO I VOL RECURIENT 41M N L.S. STRIP FLUSH VOL PROVIDED = 41 WPGRADE (498.47)±, IE 479,7 DETENTION 481.7 TO 487.4 I VOL REQD /PR 91 CF CA�Y��BN , I EXIST. SHALLOW SEWER PROTECT AS NECESSARY DURING CONSTRUCTION _ a 1 T m _ SEWER CROWN 495.05 zylo Gk READ -GRADE 48.38 NOTE PER UNDERGROUND SHOWN GENS ON APPROXIMATE MIN PER FEXIGRHA ETERETHEE A LOCATION 3 BEFORE COMMENCING WORK, CONTRACTOR AGREES PER TO BE FULLY CONSULTANTS, LLC EXACTLY LOCATE PER ND PRESS RYE ANY AND Ali UNDERGROUND UTILITIES. CIVIL ENGINEERING k LAND DEVELOPMENT CONSULTANTS / 6484 -48TH AVE SIN Seattle WA 98126 CALL 48 HOURS phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG email H.Hagenson®COMCAST.NET — — — CB #3 —TYKE 1- 800 -424 -5555 SERVED NOTES FOR PLANTI EQUIREMENTS TYPICA p n2 +00 Ste' t DRAIN EASEMENT TRACT "A" �II,RAINAGE 6934 SF ABANDON EXIST SEWER Pt AND FORCE MAIN DISTRICT STANDAF EXISTING w N 0.5' 4.70' 4' ROCK WALL SIDEWALK :n TOP 491.5 — A M CZ I BOTTOM FG 487.5 MIN FF LOT 6 495 SSMH -11 I 4513 SF RIM 498.59 i WET /DETENTION POND IE 494.04 WETPOND 4 RE&JIN[DT001AND LADDER TO I VOL RECURIENT 41M N L.S. STRIP FLUSH VOL PROVIDED = 41 WPGRADE (498.47)±, IE 479,7 DETENTION 481.7 TO 487.4 I VOL REQD /PR 91 CF CA�Y��BN , I EXIST. SHALLOW SEWER PROTECT AS NECESSARY DURING CONSTRUCTION _ a 1 T m _ SEWER CROWN 495.05 zylo Gk READ -GRADE 48.38 I I (499.76) ± - 1 1 I I III L - -I - : -.: — - EXIST. I- BENSON HILL ELEMENTARY SCHO '' _ 1004 3 SERVED 'r• 5 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 3 REVISED PER APPROVED SOOS CREEK 2 REVISED PER 8/16/13 CITY COMMENT 1 INITIAL PERMIT SUBMITTAL d — — — CB #3 —TYKE — �— — — — "' _it, ; -rte . -, s — — H#- 1255 -7— - TA - —STA2 +09.60 - 9 RI— — — — — — — — DILZ� — _1 — JFREX. — -— — — — — — TE 48935 CB - TYPE I #4 I DISCONNECT EX. F.M. SEWER PER S. REMOVE OR ABANDON F.M. IN IE 486.67 STA 2 +09.60 - 9.17'LT PLACE. FLUSH AND FIF. CAP OFF rRMIT IRED BEFORE WORK IS �T�RTED. OR CROSSING TE 4 89.35 IE 486.85 I CB #1 -TYPE II LOT 1 SIDEWALK STA 1 +00.00 - 8.3'RT 4678 SF EASM'T. MH# 1255 -6 1 TE 494.17 MARK STUB END STA 1 +65 -5'UT IE 491.49 -S I MIN FF W/ 2 "X4" POST IE 486.35 -E,N I I I PE 6 LOT 4 i (TYPICAL) LOT 3 LOT 2 I STA 1+00.00-9.17'L 5' TO BE DEDICATEDSW2 I' 4506 SF TE 494.17 MIN FF SF i 4514 SF I MIN FF IE 491.67 ROW IE 495.15x• 492 I MIN FF 493 REBUILD TOP AND LADDER TO ORIENT 490 I I COVER IN L.S. STRIP FLUSH W /GRADE I I (499.76) ± - 1 1 I I III L - -I - : -.: — - EXIST. I- BENSON HILL ELEMENTARY SCHO '' _ 1004 3 SERVED 'r• 5 REVISED PER CITY COMMENTS 4 REVISED PER CITY COMMENTS 3 REVISED PER APPROVED SOOS CREEK 2 REVISED PER 8/16/13 CITY COMMENT 1 INITIAL PERMIT SUBMITTAL u[�� REVISION GRAPHIC SCALE RO 0 10 w +0 e0 I ' IN FEET ) i 1 inch = 20 ft. SI VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) W- 311101 CHECK FOR COMPLIANCE TO CITY STANDARDS -H 26 14 26 Ti OH 1 " =20' Ey CITY OF COMPREHENSIVE UTILITY PLAN =H /26/1 ° EH '�"'�" LAKESIDE FAIRWOOD PLAT =H 3013 RENTON HEH 18621 - 116TH AVE SE _H 1 13 arcx¢n: EH�� DATUM planning /Building /Public Works Dept. RENTON, WASHINGTON EN IXE Nd BY DATE APPR HHEH LAKESIDE INVESTMENTS, LLC 5/1/13 C12 12 1 Cam; w- 3–�c�o A—NNNNAA ....................... . 9 T �E �c N � m° °O -9� C �C �C I S I I , I I I , , O — d I. I I I , I ` I EE WATER PLAN OR CROSSING 0 +00 I I I 00 I I I I I I I' I i I , I I I STREET TRE� m (TYPICAL) I I XISTI m N E o E R 1• t - E M N1IS 1E I R! aH Eww .0m IE p�I1CvmE, wnoi � FfFN11, ,I VERTICAL DATUM NAVD 88 BENCHMARK TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 ELEV. = 514.98 FT (WCCS POINT ID NO. 3831) W- 311101 CHECK FOR COMPLIANCE TO CITY STANDARDS -H 26 14 26 Ti OH 1 " =20' Ey CITY OF COMPREHENSIVE UTILITY PLAN =H /26/1 ° EH '�"'�" LAKESIDE FAIRWOOD PLAT =H 3013 RENTON HEH 18621 - 116TH AVE SE _H 1 13 arcx¢n: EH�� DATUM planning /Building /Public Works Dept. RENTON, WASHINGTON EN IXE Nd BY DATE APPR HHEH LAKESIDE INVESTMENTS, LLC 5/1/13 C12 12 1 Cam; w- 3–�c�o A—NNNNAA ....................... . 9 T �E �c N � m° °O -9� C �C �C