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HomeMy WebLinkAboutS-286002w 1 =z� a_ r B q a r C\2 °4 C\2 - NORTH E, GRAPHIC SCALE Qj 1�0 �0 10 20 40 IN FEET) WG 1 inch = 20 ft. U] CID 0--1 a W 0' e a i ONE -CALL NOTE- Uj o z #1 -800 -424 -5555 x. Z BURIED U71LI17ES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX F !� ENGINEERING, ASSUMES NO LIABILITY FOR THE ACCURACY p Z OF THOSE RECORDS, OR FOR 714E FINAL LOCA17ON OF !� EXISTING U71LIlIES IN AREAS CRI71CAL TO THE DESIGN. .1,7 BENCHMARK CITY OF RENTON MONUMENT No. 1835 EAST 114 CORNER SECTION 32- 24N -5E ` J TOP CONC. MON. IN CASE ® INTERSECTION OF S.E. 88TH ST AND 116TH AVE. S.E. , , ELEVATION = 326.65 W a wz o r ^c' 1� ` .rVi E--t W/ a in ql z U 0 z rn R> w a 4 0 U PROPOSED SSMH 7 !SHALL SHORT PLAT PLANS STA 2 +78.71, 117.0- L joj > ' RIM = 198.88 /ST go IE = 190.10 (S E ! 8 7.69 IE = 398:11 jN d ® I0 U I _ �I �I ! 40.58 I /90.48 '--APPX LOCATION OF WETLAND BUFFER AS ESTABLISHED IN THE MARSHALL SHORT PLAT WETLAND BUFFER LEGEND PROPOSED SANITARY SEWER `' --- - - - -' PROPOSED STORM DRAIN - -. - -- -- - - - -- PROPOSED WATER MAIN —93 —i PROPOSED SIDE SEWER STUB PROPOSED WATER SERVICE AND METER PROPOSED CONCRETE SIDEWALK 0 PROPOSED ASPHALT PAVING PROPOSED SANITARY SEWER MANHOLE PROPOSED CATCH BASIN PROPOSED GATE VALVE PROPOSED FIRE HYDRANT PROPOSED REDUCER PROPOSED BLOW -OFF VALVE _. PROPOSED TEE 7 FF -210. (Mlt) ` i I i FF= 1x07.00 (MIN.) I qg s 143.4 -/ FF= v DRAWING 5LBVAIO PR.006J EY -_ _ IF --�✓ 1 r FOUND 2` BRASS DISC 220 i _ aA�o- - - .. - - -- _ CITY UOF CHIN CONTROL 893 sTae�° i� L4 i J NORTHEAST CORNER SECTION 32 [Atao 1/10/00 EXPRES 8izsie( o 3T +:,iC -� _ .. - -..._ -. . .. _ _. ____. :�',�. �. >i+-MS 1F / \ ? ,9i rr) �o" o ` 2av�'�do 21 r,y I Ek. S 7 ✓i 210 !- £..= 21x6.:18' rP'E -i: ! __ - t _- - - -. -.. .. - -._ , i s LFOUN02"BRASS E tr 1 CEAS.tt L P1'C c 192. 6.00' RT ON. SSMH' I.• t 9 CITY OF RENTON,. CONTROL 1835 STA. 0 +7996 5.00 R7 - '96 a EAST 1/4 CORNER SECTION 32 J. 200 RIM = 2144 ; 1 2x4.69 : 75-7-7-77--1 I.E. 203-93, 8° (N) 203.3/ H 4 rYa _ 1/10/00 AST 1 �� �. Ey j QP� ®F WA �A I.E. = 294 -19, 6° ($E) t � tdED GRA,E _,erg E (� 2" 0 SI I1028. 925 RT - {i0r4lrr,;,`r^ c \� - R I: 2r ,'8 I t- ,2S 12 COMPACTED NATIVE MATERIAL - - 46 3 (v7:) 7.54% STRUCTURAL FILL); .4.444 ... _.. . -__ -- -- - . ..44 FI 2 MAIN - T- A IN 2 qfp / S1FME,, O - MIN. COVER �3SJ01111!@I'6� 8'DlCY® v 1s 60 a 1 SSMH SHALLOW TYPE B 4! % I EXPIRES 7/11/ 0a zo /2 3Yi LF 8° DI CL 50 ®17589 N STA 1 +89.86, 5.00- RT a`rR _. 5... � ..._ -. __. _.... : -RIM -= .20738. ��39 0 0 - q5. /o t o,Z I.E. x.45.48; 8° (S) SSMHII, EXTRA SHALLOW TYPE C , 0 o N W I.E. X395:38; 8 N) !`35' ' STA. 2 +78.36, 5.00 GT PROPOSED SSMHjZ F + ¢ RIM =J9"4l93.r8 SEE MARSHALL !SHORT PLAT L , TIE , 8" S) ! 60.58 STA 2+78,71, 117.00- LT x.q o CBS', 1 +"� I E 8° sW /Y 48 IM }_93:9 196 4/< .l_, _- z Sr 1D ; OGcir'r ID - - -.. ._... /$l 80 ° °z Si 2. } i 47' r . I.E. = 8° (N) 187;69 x �' al =° . 95.00 12 (E) Engineering6 0 +00 1 +00 2 +00 PRIVATE ROAD PROFILE HORIZONTAL SCALE: 1' = 20' 4 VERTICAL SCALE 1° = 5" RnLL 17 3 2 3 7 'Raw 2601 South 35th, Suite 200 Tacoma, Washington 98409 -7479 (253) 473 -4494 FAX: (253) 473 -0599 3 +00 14-4,>; S' - .lvl',Cv 0 2 0 '7 S - ' v ao / SCANNED OCT 42000 e a OWNER: MR. RICHARD FISHER HENRY HOUSE BUILDERS P.O. BOX 969 SEOUIM, WA 9=2