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_. <br /> Ao . RADNStUAR ' DUD I � FOUNDMINUMAPE 1/4 SECTION 5 <br /> • 0C * NJ0.5' BELOW ASPHALT <br /> / <br /> GRADING ° 11 AN 2El <br /> s <br /> NEW 13"x17" CMP0 ' /N <br /> LI <br /> c: ` -- <br /> / / / / / - <br /> L-45.0', S_1 <br /> i 1 _ <br /> Ph a <br /> / / UnØatted _ A t <br /> -------- <br /> d2�1 <br /> I ( j/1 , <br /> / / --_ 44 <br /> / -'1 _ <br /> Air / / / <br /> 7 <br /> 7 . L----- ,.-- / <br /> / _.L <br /> I <br /> 1 / / / / r15' ACC. SS EASEME T I <br /> f / / 1 -- <br /> S7 \ <br /> / / / / / 1 1 <br /> P / I / • <br /> / / / �� �N. <br /> I I V <br /> \ \ / / / PSq / I <br /> ---.) ; <br /> 7 <br /> S <br /> / / Z CillyS '�''?/ • \ I , <br /> Lw Pu I I 0 30 60 90 P `� 1/ 7Q 1immaii Nmommmm / I r��\ t-....- _---- <br /> / / / , c4 / S� 1/ \ 1 \ 1 r• <br /> I Ir/ / <br /> / \-\ A \ 1/ 1 I <br /> • <br /> / S1 SWALE I rCONTOUR LEGEND : PROVID2' WIDE � li �'�° i i <br /> / _INOTCHES IN CURBZ II <br /> / - TD ALLOW SURFACEFLOW E=3 ) NEW 0.5' VERT. CURB • z 1 II <br /> EXST. 5' CONTOUR — / / ¢ •• W. I I z <br /> — w \. \ <br /> EXST. 1' CONOTUR / / � �., :„ <br /> H �e z I ^�l� 11 _ <br /> 54 / ____ _______ P \ I I <br /> OVERLOT CONTOUR I IIS' <br /> 4i40 \ ,.. <br /> \ 1 I \ <br /> / I I c', . 5 <br /> r/ <br /> •`.-.- 4i <br /> \ 1 I 1 I /0 I I ,c <br /> / 1 I 1 '.. <br /> / 7— / \ 1H o II r <br /> GRADING NOTES: `/ I <br /> I CD II <br /> 1 . ALL FINISHED GRADES SHOWN ARE FOR OVERLOT GRADING I/ /� SS �� BANK _ b9 ' 4u I <br /> PURPOSES ONLY. THE DETAILED CONSTRUCTION PLAN WILL \ _._/ 55 NEW W / <br /> �+ I 1 <br /> PROVIDE DETAILED CONTOURS AND SPOT ELEVATIONS. -_eropose c ss Drwe - J '� II <br /> BUILDING / <br /> 7 / NEV 0.5' VERT. CURB � 4 11 <br /> 2. ALL SURFACES SHALL BE GRADE WITH POSITIVE RELIEF TO — F,F,EL=56,5 II <br /> THE ONSITE DETENTION POND AND OUTLET STRUCTURE. / ♦ I I a i <br /> I �' S5 — 1 \ •rl I I � <br /> 3. NORWEST BANK ACCEPTS THE RESPONSIBLITY FOR MAINTENANCE ` w II <br /> OF THE 18" RCP STORM SEWER ON ITS PROPERTY. / `' ,�,, I <br /> jI • <br /> I <br /> / I_, 5 <br /> 3 / 4. <br /> / _ -I-) <br /> ): ' <br /> v <br /> • -I-) I NEW CURB & GUTTER ALONG <br /> / P NE 0.5' VERT. CURB � 1 SH 42 WEST EDP/ i <br /> a, I I > 4 <br /> a, • = dill Ix I \ j \ 1 <br /> / 1 1 I �N I I ./ \ <br /> A U <br /> p NV=S ,6 I I �� <br /> U I , <br /> / / Q/ v, <br /> . v, EXST , SERVICE ' I v x � r <br /> ) <br /> I 2 CONC. CHASE <br /> / _ STATION k m • 53 24' DRIVE INV=52.3 i - �- <br /> VI 2' CONC. SPILLWAY "' / II �/ <br /> / <br /> x 7 <br /> NEW 0.5' VERT, CURB I w 1. -N! I \ I llLI <br /> Li I 52 i\\ - <br /> / ni <br /> 51J <br /> 1 1 50 A� r <br /> 18' RCP CONNECTION I ' .•- ♦ c ? , 1 <br /> / 35.0 UTILITY & DRAINAGE EASEMENT .4.0 ( \ <br /> TO EXST, STORM SEWER VI \ -Immar ��� J �• <br /> \ ) I <br /> mss— \�O , , _• � <br /> / hiI <br /> _____ vr \w_-_ . ) • <br /> - ____. _____. (Oil <br /> ♦L------- -� ---,meg` Proposed 12' �,eca�do•—"Mr.'. �. - - - � _ . �i <br /> _____ ____ aliPlii -1- <br /> Z . 2,..: Z4,.... ............ <br /> INLET 51,6 <br /> RW[60' INV, 45.05 NEW CURB & GUTTER / - <br /> INV. W 44,97 -�5.0' ❑F NEW 18" RCP TO SOLlt�l Boulder Road NO . �O � <br /> INV, S 44,87 NEW ❑UTLET STRUCTURE �������Q���Q��� Ccounty--Rd.Q --� <br /> / <br /> :-- �__�_�-!L.--- �� NEW 6" DUMPED RIP `�. <br /> a f �- <br /> I �,_.�,_is_=- ►e mill RAP CASCADE AREA <br /> 1-1411 A FDR ENTERING SWALES I <br /> SE Cor. Sec. 5 <br /> T. 1 S. R.69W. <br /> 1 5/8" Brass Cap <br /> EXST. STORM SEWER In Water Valve Box C <br /> l n = C <br /> C <br /> c:\SC12\WORK NORWEST1.DWG1 I4 E' <br /> C/1 <br /> REVISIONS DESIGN: JFM <br /> • PROJ. N0. 4120 SCALE: AS NOTED z � = �'GRADNG Dil AN AD <br /> ACKLAM ASSOCIATES , INC . c:7 NI <br /> P.O. Box 795 — 1001 East Bridge Street DETAIL: ELK BOOK: FILE N0. 5-1 N9-3LL <br /> Brighton, Colorado 88689 <br /> 303-659-8546 CHECK: CEA PAGE: DATE: 2/28/94 I <br />