Loading...
HomeMy WebLinkAboutP_Utilites_Drainage_ConceptualGrading_Landscaping_Plan_090427_v8.pdf8 I a: C. z 0 J ts) .. Cl) Q E - 0 :: GO 0 f0 II I I I C)I i ;11 I I I I i2 I £1 / ///.-/ I 1 / i (50 ·. R,-JA -, / ,, I I I l UTfLI TY \.E .S / E 1T I 11 /R E(c o 2o oao "!2 ·· r; C , I I ' ,-. (J \ I (\}' \ I L I I I I i\ I \ I i \ \ I I I i I I l r I I 1 I I I I I I I I I I I 1 I I I I I I l_-j rn I & I "v /. I /~/ " co ,; 1\1 ! , I I /// / ! I ' I I I I I I I ; I I I 1 I I I / . I I / I I I TL #3 12305_'9119/ / ;1 I 93,801± SQ. FT. 1 1 11 \ 2.2± 1ACR E~ ~ / I / I I II I \ I I I I \ I I I I I \ I I I I I I I I I LOT 1 1 0 RENTON SP # 059-85 \, o \ I i. I \ \ I 3Q' ING RESS , EGR t°$S UTILI TY EASEM[NT----- Rl:C NO. 75 I 0220588 l u' _., 0 I I I : I \ '' / I I ,, ' I PT'= O I I I I I i I ! I I I I I I I I I I I I I , II 1I 1/ ii ii ,\ ,, F I I 1 --· --- J FRAMES, GRATES AND ROLJND SOLID COVERS MARKED "DRAIN" W/LOCKING BOLTS. (TYP.) FINISHED GRADE=253.5± 27' DEPTH TO BOTTOM) 0 5 10 20 30 L.H I I SCALE 1 " = 30' DRAINAGE STRUCTURE: I SSMH RIM= 231./4 12" PVC E.= 222.16 2" PVC W.= 222 .64 2 SSM H RIM = 2 78 .96 12 " PVC N.f.= 273.33 2" PVC S.W.= 2 72.9 6 J IE 8 " ADS = 287.75 4: ./[ 12" RCP = 231.74 5: IE /5" AD5 = 225 .89 6 CB RIM = 3//.44 2" RCP SE= 309.84 12 " RCP N.W.= 30 9.2 6 7 CB RIM = 3 18.46 12" CMP SE= 317.0 8 12" CMP N.W.= 31 6.78 B IE 8" RCP = 31 4.7 9 26' R/WI---- 10· 10' ASPHALT ROADS ON SITE-SOUTH OF ROAD A) NTS CONCRETE SIDEWALK VERTICAL CURB & GUTTER GRATE , TYP. 5' . 8 '± I-SIDEWALK -r-PLANTER -I 1 STRIP I 4 A I I I g g 4" POT CREEPING ST. JOHN 'S WORT HYPERICUM ASCYRON) PLANTED AT 24" 0.C., TYP. 2 GAL. WHITE ROCK ROSE (CISTUS ALBIDUS) PLANTED 5' 0.C., TYP. LANDSCAPING DETAIL NTS Ir_ 42' R.O.W. l-l---'-26''----l---16''----1 13' 13' CONCRETE SIDEWALK VERTICAL CURB & GUTTER ASPHALT- ROAD A ON SITE) NTS 50' ROAD &: UTILITY EASEMENT----1 1:,::.3' 0.5' 2.5' 31.5''----'------'-18.~ 8' LANDSCAPE STR IP " 0.5' ci:.· CONCRETE SIDEWALK VERTICAL CURB & GUTTER_/ ROAD A OFFSITE) NT S 30' INGRESS, EGRESS, ___ \ UTILITY EASEMENT 10' 10' ASPHALT ROADS OFFS/T E) NTS 39.5' R.O.W. 1----26''----1----16,''---1 13' OVERFLOW FREEBOARD 6" MIN.) FINISHED GRlDE=243.4± 20' DEPTH TO BOTTOM) l l fr 5'X1 O' ACCES S . FINISHED GRADE=237.1± 14' DEPTH TO BOTTOM) 5 ' J-,1--0,5 ' 2.5' I I iJ~OO r W.S . ELEVATION = 2}5.25~~JE~;ION SHEAR GATE 0.5%_MIN_. -l _ ----_STO_tGE_ --_ _,__ CONTROL STRUCTURE CONCRETE SIDEWALK VERTICAL CURB & GUTTE R ASPHALT 0_.5%_MIN._l_ I __ _ INV=228.00 12" SD ROADS ONS ITE-N ORTH OF ROAD A) NTS 1' AVERAGE WATER QUALITY STORAGE 110: -=.,-;-"7'---t------+--e,.-70 ' ~TO. GALV. ____ ..__ _ ___, LADDER OR STEPS 1' AVERAGE SEDIMENT STORAGE DEPTH fu~tff¢~\o~~1~t VAULT -DETAILR/D NTS I Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILI TY LINES. IT'S COSTL Y NOTE: City of Renton Pl anning Division JAN 2 7 10 1/J EX ISTING UTILITY LOCATIONS SHOWN HEREON ARE APPR OXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LO CATION OF ALL EXISTING UNDER- GROUND UTI LITIES PR IOR TO COMMENCING CON STRUCT IO N. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIE S NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1-800-424-5555.