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(ONSITE) a i. i/I.i r 1 5 BSBL; I \: o15SFit \ , _ 8' ,' - , i ,> ,'a . NTS 40 . 1 M,;, I I - - 50' ROAD & I. i e I \ v 1 I \ • \\ 5'.. F I, - UTILITY EASEMENT----" W TOP.= 2 6 I \\ I!1. 1 v \ Lij p - _ \ I \ 1 \ > ,` 31.5' --18, 5 N TO -24 \ o I ,` s a o \ \ I, I - I- - o O N - \ L 1 -- - t 3' 13' 1 I PO . i _ -- ---- 1J ss f O \ - __ - 5' LANDSCAPE0 NW - - 88 26 3NI 515 _ STRIPa- _ .11z \ .. 1 I > I 0.5Ir 8' 74V E x , SI LIN ;: F 2 ` E, N. - 07 , S. 525 .; a ai i t. r IT ~Iy -- C / MERGE CY 'VEHICLE GA EE1 - GIz x / 1 1 ENTER SY TE . t o I H CLIC. o1 _ _ T M1 _ t ai - I 1 \ ? Z! I \ \ I. t x:I J t vf0 ) tY _._ - , , :. 71 ' is 1 _ r KI CRETE SIDEWALKCTTREESPERCON i I 4 \ c 2 STREE ;. \ . C ASPHALT I \ I 1 \' 1. .., i I 1 ANDSCAPING VERTICAL CURB &GUTTER I OT W L I / _,, O i \ \ , i I L , M , I \ \ + - SEE DETAIL _ I ;, .., ROAD A crOI \ `I, t nt` / \ l \ ,. ', (-A - \:._ (OFFSITE) 12C)j I 11_ 5 I ( „ A \ _ \ 1 1 I oI. I NTS I .1I_ ,I ( 1 I A i I IyJ' r i• C I I __ 1 I s t I I. I \ A 26' R W f o I EASEMENT i I. I O Y :. Y 't l I I i 1 ! J I' .,w i --.....y r-1 a.,) '' _ j ;' I ` I I 1 t_l & , UTILITYSEA EGRESS at I 1 I % , 4) I 1 cIIIJ 10I ! . ,: I' 10' 00 I idN' I .I D j I I I: EM .RGENCY VEHICLE " I i Il \ ' t I I I T__ 0.5' O I I i i I. I I ,<" _ - m r. I T- _ 1 I I ACCESS z= Ln ' 1 1 1 I / . I I I I i` I I 1 3 0.5' / i - , a o I I O I I i' W I I ,, I I I I w. z o I i / I \ I L i 1' o __ i s, 1 r ;' I I LOT I I I N 2:% 11 v I'. sc i I , I M W O \ I I i 1 \ ? o 1 f iILnI: oo \ I i - I 2 i 2n85oi059 _ 2INTONSP qE I 1. z I R I ., i 2% oI , I I , 1 \ 50 RC A I, \ \ . I I1 ; I \11 I f I I III I I CONCRETE SIDEWALKI. I { I ! I I 1 !; I ASPHALTJTILITY'EAS NE T ,, ;; , , 1 , -/ER AL & G ASPHALTL ) I I I I 3` I `% \ TIC CURB UTTER SPHA X0.0803 .7 0 1 i L TL 31230 1. 5 9119,x` I , R..I :' REL. 1 ; _ I o I 3C IN1 RES EGRESS f F i , ` 1. D B o 193 801 ± SQ. FT 1 1 III, I iUTILITYEASEMENT :, I n., I , f I ! I ;.r ( ONSITEROA OF ROAD A) ROAD B 1. I rt . N ! I I I I 2.2± ACRES - / i ! I N0. 7510220588 I NTS NTSREQI 1 I I i 1_ E 1' I I t , 1 1' 1 1 I I` : \ 2 Y Z 5 \ is I. I . 1 i 1 I I I I I '. ,. I' jj 4V) F(i )' C 1 I- I j l I' I I I. L ,.I _ A e o `\ 1 I I I I I I/, I I I I I I: . I I. ' 3 8 , S' ". ,, 1,,T I I I I I ^ FRAMES, GRATES AND ROUND SOLID COVERS 39.5' R.O.W. MARKED "DRAIN" W LOCKING BOLTS. TYP.) I 1 1 2 a I .5 X ;5 1 I I 1 ! I I I I I I I. I: 1 I I / (. . Q R o 0 v d T I I / i I I S II I I I. I - t 26'--16'- I I, I I 1 I I': `( I ! I FINISHED GRADE -253.5 ry \. I % I 1 I 27' DEPTH TO BOTTOM) _ 5'X10' ACCESS I I: I I Nv I I , I 1 I ( ..;FINISHED GRADE=243.41 GRATE, TYP. 13 13 t, 1 I I I f I \ II 'I1II ; 1. DEP TO = a Q tI I I I I I }.I I:'I I I OVERFLOW FREEBOARD (20' DEPTH BOTTOM) FINISHED GRADE 23711 5' 5' f_ I I I I 1 I I I 6 MIN- 0.5' I I ( ) (14' DEPTH TO BOTTOM) _ 0.5'-- -- D• o rn I I I I I ___ I I I I I ` 1 9q RO ?. I1171- 0 0L'i 7, 1. ! I i I% _ _ - _ _ _ II AD G AD / 2.5' Ir '` ` 11 11 r a' I I i I' I , I of r I. . W V. a I I 1. i I I .:I 2 O zix 1 / ; ' I 1 I .L'., it \ o ! I 4:, to I 1 I 11 I I - CONTROL1 ! I I% I - x rn I 0 -- - - a ---=- STRUCTURE 11 I I l I I - ASPHALT1LIIiI \ I _ - CONCRETE SIDEWALKIooII \ H. r I I I INV W.S. ELEVATION 235.25 .7.25' DETENTION SHEAR GA i F TIER 17t I I , . I I ..i, I i ERTICAL CURB & GUm ` r I I i I i 1. I 228.00 Vr 8 SPH LT O !'.. 1 1 i I I ! 1 G- I I , ); STORAGE r ` j 0.5% MIN. _ - + _. _. ROAD B1II / 1 I I I , -- --- -1- - - R AIIIti .I -- -_ -- -- __ - - __ Ln -, a // I j INV=228.00 12" SD o ( i' ! . I i \ PT - 0 51.9 , .. (ONSITE -NORTH OF ROAD A) 1.1.I r { I. I. I I I. I I 1 1 R 1 I.I D. % MIN. I I ,, \ I I ; - - -- s28'' COMBINATI o - - - - 1 80 X I I I I i i I P \\. Iii` llt 1 1 I 1' AVERAGE WATER QUALITY STORAGE A NT 51 0 „4' = I I I I t I I \ Ir 1 . O-) CONSERVATION FLOW CONTRO \ I I 1: f n j I, I {; ?: I I 11 I j. I r f j \ ! I ` \; I r „ 70' i SUPE TY VAULT 1 t t.1. , ` I I I , ti I I' cALv. BASIC WATER QUAL .. ,. , yYl \ ` i 5 1. ), „r- I I ( I I ; LADDER OR STEPS F WASI. I I \ 1. I): i o lo ,,, I n ! I II SEDIMENT 4' AVERAGE WATERi' I ti \ 1' AVERAGE Q' w14 :; I I I I \ - QUALITY STORAGE ti N 1` DI ! I odwtgO \ I STORAGE EPTH ti I a I I I I 1 i :: ;. I f; o ` I O \ O ,.L;^ qIII . 1 1 I 1 1 I c.o :': L. R D VAULT DETAIL1III _ .. .%, i I \, I L L EYzo ' ,...: ! I I I 1 I O , '.::: t1 / ,:: , NTS .ow , J I I. I 1/ . 11332z¢ a ` I 1 I I 0 x, . I. h ISIERo, o . INV- 11 .. 1 l 3 i11i \ 1> LT EDGEo - . , , ,, .. I - _ co - SPHA , o \ S I I I , sILnx„ , . - , I io . 219 0 t, o I I - -' ,`\ OVAL Cd - r % I \ \I Q1. IN. \ I I I/ Q1 i NOTE: N o I , N88 26 . . W. 1.16.74: I . . ; \ u) < : _ i, I can i EREON ARE APPROXIMATE ONLY3 I - 0N vi V) \ ` J, cJ 1 \. t, \ C' 1 ! co I I I I CONNECT TO EXISTING LOCATIONS SHOWN H z z ` ,. ,c) I EXISTING UTILITY SOOS CREEK WATER/SEWER \` fi r132.03 t% \ , < I\ " 1 + ®u LL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE1IIN, I i ® \ \ p \ \ _ , ,, I ( I i. IT SHA X , :: o cn co - - _ ___ _ 1 \ .:` 129.12. 1. I DISTRICT 8 WATER MAIN / EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER O i? > \ \ . , \ S -. _ _ _ _ _ ` 3 '32 yy GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO w w 92.92 :, .... SHOWN1 ... I x. ,` - - /--- - /_ REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES AREN \ _ .._..o_. , ... - - mak: r - a _. ,.a.. _ .. FOR UTILITIES D J/ I, I I. I .: c I r / \ NOT SHOWNOINETHEOIRSPROPER LOCATION. o 1 v - NOREOHOWNHOREUTILIT ES5UI`lDERGROUND SERVICE (USA) 1 CALL BEFORE YOU DIG: 1-800-424-5555. 1 I1ps : , • 0 1. N88 26 38 W 2616.43 MEAS. I I . 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