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<br /> LEGEND
<br /> 4Q z
<br /> E � �
<br /> 0 E ---Nd 0.5' Hi- - 0.5' TYP. • Manhole
<br /> W !>_ ELEV. = 5358 25
<br /> A Thrust Block
<br /> t 0 z 2 a ,�
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<br /> CI_
<br /> 0 m o
<br /> CO 0- 0O _ H
<br /> Water
<br /> Valve
<br /> 3IL o I I tFHydrant
<br /> V o '01----2' _ Plug
<br /> = 3"PIPE ( "-
<br /> I —� 3, 3' Q Proposed Waterline
<br /> - - \'111 111 Existing Waterline
<br /> ELEV. •- 53560 • D i :II 4iat
<br /> �� 1111
<br /> ,�if 1. � 11s \' \I1 Proposed Sewerline
<br /> ..�:C�' 1°"::/;/'
<br /> '0 1 it 1111 I ' ill IExisting
<br /> •�� .� 11 SII¢
<br /> I Sewerline
<br /> —. • I
<br /> 15'PIPE ^"3 �`,,••••
<br /> " I3I� 1$ Proposed Stormline
<br /> 15"PIPE ,.... ,.� I111'1'1i-11)01rI1 I I P
<br /> I1 , 1 pggg
<br /> 3' ..,"""Y...rte .N'• Nit; f¢) III l , ,
<br /> .,, / , / $ Existing Stormline
<br /> 0.75' �„ � ��• /
<br /> SIDE VIEW TOP w£w �, ,.,-°� ,,- .) 1 �° 41//111 f W Water Service
<br /> • POND A OUTFALL" STRUCTURE • -� ' - ---''�,,-•�e' .,� yti r; // , �' S Sewer Service
<br /> .---~�'" = 10' Type 'R' Inlet
<br /> -,."` `"•", j'° ."'"" "`yam . . ''°".`7 /, / a�
<br /> 1 ....4 " " -,i/7 M 5' Type 'R' Inlet
<br /> / '�" -•. .;"g,� •„ ."� ."
<br /> M
<br /> ,, . " e ✓E Prop. Un dergroun d
<br /> ,,..� / - , ,„�..,-,;,..;-1.•::::..:-;::„.::';;;-'--:,-':.•,-, .�w ( Electric Service
<br /> H 0.5 H 0.5' TYP. ,..,"• ,' --r.• ^ " " '�'
<br /> ELEV. 5358.25 V + "" -- ,� -- ., E Existing Overhead
<br /> �-. p f-,--!-,i, ,,,,,_...400,:r'a '1 �„ Electric
<br /> " � M1=//�I T Existing Underground Q
<br /> Y: P - '� ' $ I Telephone
<br /> •
<br /> 2�PIPE 1 .r "" / s*'` "` ..
<br /> RIPRAP ftlJNDOWN n ,, "' .»7 t 1F 536 I
<br /> ..F ► ;- / .� 1 G Existing Gas Line
<br /> 2"PIPE I _ ., 'r ...00.e,„„
<br /> ae ",.. .:...>
<br /> / �" 6
<br /> Mk
<br /> \ Existing Contours / Q
<br /> a ;�`" - — 2 27' DRAINAGE r ' ^' ,,..,,,,, •>,, ,,,,e,,f ae..-l' 7:;:::1.1''''''
<br /> /. ...0--/-___,,,,---
<br /> ,�. / / ` I
<br /> Li. F I I �� _ EASEMENT y a�, -...t,
<br /> .;, �� " .. ", / \
<br /> Q4. ; ' , .„ sy"'i®• ", I. /100itt I I Proposed Contours
<br /> 1......u. i,__
<br /> EL£If _ 5358.0 •
<br /> nF�* >�i .. ��� / 9 4 d
<br /> • ■moi:�:� •.�:::�' ., ,r i
<br /> ® z ■_m41 , (UNPLA TIED) ''' '' °te\r± ° a► � .�"•° I I GI
<br /> Basin Identification < (--") U
<br /> - 15 PIPf r
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<br /> W a _ � �� � ,-�. � 362 Iiiiii:1:11:11 A ISI -� E— o
<br /> • awlImo' ALL U77UTIES ARE PROPOSED UNLESS❑ o z ° Os75 / ,, "° �0 -� 5363 y / 4
<br /> �' 1OTHERWISE NOTED a
<br /> Q 'm o .- SIDE VIEW TOP VIEW • 7 . • , f ., / ,�t__IL. ;I '"i• / • "" " ` a tl / ` .'LD CL o - POND B OUTFALL STRUCTURE .. �/' • 566 `j 'I % ' ., I SCCa a o 60 x38 HERCP CLASS III �� • • , ,,"�° i-, /. -i� ' 1, I I n❑ _,
<br /> o . _____.....
<br /> jj� ,�� � ," PHASE 11 SrO "" I ��I/ • le ", - i POTENTIAL / I I �� __I
<br /> O O
<br /> a I , ME i =MO 0 ....' I 1 ill'J ; %X n > Li (-)
<br /> . . • • •,� �► it ./'I■■■..... ,-- „' . SIDEW K RETAIL SITE ”�•. wJ,,,..,„: „..-/ /■■■f I CHA �SMI • 5361 ♦ '� • , • '" � 11�r% � 1' CONCRETE "� I — I I W W w
<br /> '' : .- "";,'.�" " .�■■ TRICKLE CHANNEL • �. " " • " I I 3 Z _)
<br /> ell-
<br /> , n„, _J
<br /> �" ,� • • • • ri F ` .- ■■■ I■ - ��ilrSIDEWALK \ ( 1
<br /> t • _ i ' CHASEn 1-- 0 >
<br /> • . „„ 4 ,. / .. " ,�,„.."� 2 STORY OFFICE BUILDING ," ,. •
<br /> A
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<br /> ` .E PAD ELEV.= 5362.5 •'" , w
<br /> • • 366"` ! �/ /.- ..-� , - D �„ 1
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<br /> � � 4� ; � ' ,� _" '' ��' (�;I -� ,' `. _ � , ( POND B I QJ
<br /> 41- - ' / 1' CONCRETE . ., - "� �.." iiii �`"�
<br /> , • „,,....,. , 1 1 1 II < 0
<br /> ---,� ,- " . 36cF---,:..„...--,_ , ,,,--,,,,,---,„„,-. ", , ..----- ,,,...
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<br /> E CHANNEL "'�
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<br /> -- 1,,, /frisv.I. i . . __I
<br /> ''. v poi poi
<br /> �i/I 1, �° CHASE
<br /> SIDEWALK 00 WI
<br /> - 1 - - - -0 1 1 ,_,, ./ +:,.,,,.,,,, I (c;,4
<br /> 1 I [ / Id , 1 ' s . .," I A , , , (-) rm _J
<br /> - _J" - - -f /`i • �' G �'' G - �' �$" STEL TOB •
<br /> _.1. - - I ..� I •
<br /> �,; MEDIAN CURB ¢v, ,,36 (� REMOVED . w I ' y 0
<br /> ,�' 36 -," / • : GUTTER (TYP) \
<br /> - f / CURB CUT SB`=1 SA-3 . ' , " / I °o��
<br /> I _1- � ,5 / , • SI • ' SB-2 3' CONCRETE g `F.E.S OUTFAL cn •
<br /> I . , / x I • ?, 3 TYP ,/ TRICKLE CHANNEL ! \ / 1;11;;N--2
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<br /> I /, SB-3_ _ ,�. _R INLET_ " - - - „ / i r-
<br /> \ 3' INLET - : �� - -- - -- - - Ii i �Ll/ �' S3. I /
<br /> DETENTION /
<br /> ¢ \ OFFlCE -
<br /> o I BUILDING � '`� u ■:.;, 1 ■� , 57 .,�,,.-, � �°' ,,,� � „ �� yU IMI -
<br /> W Q i .. 41ij I any I ■■ II���IP�' .'! At POND A .
<br /> Caw 8►.z -- mss . ��- - - _im - - -G /
<br /> Z „.
<br /> ` \ Z s� . . .. / '''�� _ X111
<br /> ¢ .-- • �r� �� • .� • �iI �,�ga. w ..'►'%,-�,:� 1.: / �$
<br /> o \ \ I I - ,- + ,I..� rs�lwwM� ��. "c„ .tv.. _ __ 11
<br /> - _ ----- - - .. -. ..
<br /> A40,-.... .
<br /> .- z_ .a �i �` S - .a OUTFA L
<br /> ❑ • co - - - . - I - _ _:__ eek, ..._.,__ ._ — u. ;;� •••""*".. - TOP OF CURB
<br /> --" .-2",,, *
<br /> A 2
<br /> Z � � I �-- -r `� 2 �/ r / .�^. .., ELEV. = 5359.5--a-----�STMH��. , ---- ----� % �) �
<br /> CD z
<br /> Z ¢ m• I -,� - _ _ !-r/ �" / / - '., I \ k\ / / ; -� , - -°A -
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<br /> CC g 4 I \ ! 1�I � I �i� I T -I- -T � ='i� /� l�1 � ` _ - r-7,----I- -;—?_—�=F-_ �- -� �i �-1 I//jn; �/� G�� �, SA-1 \ �`� \ I I \�\
<br /> ❑ ❑ I I I I I /-r > �''�/ (��- -� ._� - X i ExisrlNc 18" sr/L I \ `�
<br /> I LJ \I 1 �- I/ I ��j/ I- -1- — _ ) III I I I I I I I I I I I IIII - -°�.//.�P /� G� � I I ' 4 i °�� ' k �s
<br /> I / \ I I I I I /I I / \ \a \ \, o +4—\— �\
<br /> I I I I u I i i I i I I i I I I I I I ,, - -�+� �� y w,. 1 °�
<br /> \ \ / <r 1 1 I / . I IIII— , i F i ' I I- 1---- -f 1 1 i I I // //' � ��"'� l `� \� I / I,. \\\
<br /> \ \ // -� - -1 I // /, � . . _�. `° \ e N. 9 / , PROJECT 9952
<br /> \ \,/ // \ \ / I, h I r III I I 1 // // G �. - „ M_, 1 5 6p.o3 \ \\\
<br /> \ / // �/\ I r III I I I I 1 // //// G� .. .. \ \ '° o I I \ ��II;
<br /> � • DATE: 26 AUG 99
<br /> \\ . 1� �/� - - .-''...... � `� r— �' L-- -2, t,- - ---; II I I /� .. � \ \-1 % \ P\ ADk DRAWN BY: Jo
<br /> H / \ \ t- -1 I I I I I I I I / �,..r
<br /> \ a o6 CHECKED BY: JJP
<br /> I _ _ lI NOTE .
<br /> \ \ -- / , � ��I I- � ( IIII Ill I I I �
<br /> / \ -I I 1�� I I I I I I I i I I I I I i COAL TRAIN SQUARE '` \ 52 $ I 1 REVISIONS:
<br /> \\, )
<br /> ��i\--
<br /> \ \ �(`1 I-- r II_ _ 1111 III I I I I I I I- I I II .i.. I ll I 61111 G ,,,, \ \ \ \ \ ,° I / /> , THE CONFIGURATION OF THE PROPOSED DETENTION PONDS 13 JANUARY 00
<br /> \ G\\l I 1 Ili- - I Ilii 11 -�- -� - �- -� - }- -�- -} - 4-r-1747:624:- I IIIA I _ _ _ _ �- I / I� 1 1 ARE APPROVED ONLY ON A TEMPORARY BASIS AND THAT 23 FEBRUARY'00
<br /> \ / \\ 1 I- I- - -u - - - - - - - - - -11-I i (� - ---‘''R-- — — — - — I/ I UPON THE SUBMITTAL OF PHASE 11 THE CITY RESERVES 24 MAY
<br /> \ \/ / \ \ , L II 1— —I T i 7 1- -1 T I 7 r ii I iT _ _ - / 1 00
<br /> \ J I u I - 1 III 111I I _ = 1 THE RIGHT TO RECONFIGURE IN ACCORDANCE WITH THE
<br /> \ � / \ \ \ \ �� 1 I - - I I I I I I J I 11 �J� � �� I .., I 11\ \ \ \ I i II Il I I I I I I I I I I I ��� . \ " 1 1 1 I STANDARDS AND GUIDELINES OF THE CDDSG.\ \--\
<br /> \ III
<br /> I I ` 1 COPYRIGHT 1999
<br /> \ \ \ \ \ I , L -j r 111 --} II - - - I�� \`\ \ �,�'s\II1All drawn and written information
<br /> \ \ \ \� I �- H I II - II I `� - - - �IN I y \ \ 1 duplicated disclosed or otherwise
<br /> \ \ / IL Mo' ••., I 1 I I
<br /> I appearing herein shall not be
<br /> I /\ I -1 I li
<br /> .. " used without written consent of
<br /> \ \ \ \ y / \ /\,JI I I_ '-1 1 atS I I �` �� I I \ - _ _ D\ - I �'*\ \ Hartronft Fauri Architects, p.c.
<br /> \ \ \ �, \ � IIIIIIf I \ I
<br /> \ \ \ \ I I I, I —1 ), - 1 � I. �ti i! 1
<br /> I \ \ \ y/ '��\ /�/ \ �A ' i H I I 11_ _ __t Ii�� 1} I IG2°` I I I I I I I I III l� �' � \C = = = �\ I
<br /> \ \ � C \ \ k / \ \ �� I I � � ,�\5 , ( I I I - I I- I I IIIII IIII ` c = = = D\ \ \ ��� \ \- \ de r I I 1111 III I ��, \ I
<br /> � \ /\/ \ it � � -�- - -� IIII — —,�. ' - — — �— —I —I - - �- -I — IIII 1111 I )) 1 1 (11
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<br /> Z ' m -7 3 MASTER DRAINAGE PLAN
<br /> z �
<br /> ❑ o ? 1 "=30'-O" NORTH Sheet
<br /> Z oW 3 .
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<br /> Q ¢ 2 fl
<br /> u cc REVISED ON 12/7/00
<br />, cc® o • REVISED ON 8/24/00
<br /> I —HURST • & r-SSOCIATES, INC.
<br /> CONSULTING ENGINEERS
<br /> I 4999 Pearl East Cirele, Suite 106 3 of 3 Sheets
<br /> Boulder, Colorado 80301 (303)449/0105
<br /> •
<br />
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