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<br /> , .
<br /> N1.0 rt. ,
<br /> w m STA -1+7246
<br /> END CONSTRUCTIONFLARED END SECTION
<br /> CI
<br /> a
<br /> CIL - m w
<br /> O a IN TU 5358.26
<br /> RACK - LIGHT WEIGHT AND II
<br /> N N : o F PROVIDE REMOVABLE TRASH
<br /> IHINGED AT BOTTOM
<br /> V a PROPERTY CORNER 'Jilt;, R/PRAP SHALL BE
<br /> 'r i r' APPROVED BY C.D.O.T.
<br /> N 10296.1368 �. /! t.►
<br /> E 10483.2858 1827' �•• '�+r*% PRIOR TO CONSTRUCfON
<br /> .. OF THE RIPRAP
<br /> 110 .
<br /> Gr1
<br /> ..-‘0".Jv fit
<br /> SIDEWALK
<br /> E DITCH
<br /> I •• 4
<br /> EASEMENT . ,t i"Illk..:4::::i:#4::°::::41
<br /> R ., TOP-5362.00
<br /> ~ 1 FL-5358,30
<br /> ELEV.-5364.80 V ��✓~
<br /> BEGIN CONSTRUCIION - 384.00 00 11 ':
<br /> I STA 0+00.00 L-11.50' GOODHUE DITCH '1k • -1-
<br /> --
<br /> 1
<br /> AREA GRATE WTTN STA• 0+00.00 '0 � ✓ u
<br /> 11.50 L.P. 15" DIA. ST/L BOX BASE MANHOLE �� SS 1l1':''"� r ✓ . /'i
<br /> GRATE'=538,.50 RIM=5364.50 ..: �- =.�.R . `�:1/47,1. -,,,,,,...\\
<br /> p .vim,�/' 1
<br /> I NOTES INV, OUT--5359.60 INV. IN=5.359.JO , *.�""' Q .......N4.4.4%. I th
<br /> INV. OUT=5359,1 t T0c�5365 0a i ^ II
<br /> 1. MINIMUM SEPARA77ON BETWEEN SEWER LINE AND WATER LINE IS 10 FEET. FL-5364.50 r 7 $ .
<br /> 2. MINIMUM COVER ON WATER LINE IS 4.5 FEET.
<br /> 3. ALL PROPOSED SEWER LINES ARE TO BE 8", UNLESS OTHERWISE NOTED ON PLANS. '�~' (.•�' '-� / -'
<br /> 4. ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. --------
<br /> � ' 6.;,130''''...
<br /> ,..- - 1 of. -. - _{
<br /> S. ALL PROPOSED WATERL/NE5 ARE 8; UNLESS OTHER WISE NOTED ON PLANS. FL=5362.0 r /� O{ 0 Manhole
<br /> TOC-5384.50 �' II
<br /> I 8. REFER TO MASTER DRAINAGE PLAN FOR DETAILS ON DRAINAGE FACILITIES. N 10187.0774 8+"5384.00 w
<br /> E 10332.4023 �� '� '' � . s I Thrust Block
<br /> •a ' ".'>;.--;•"°°#<=5t80
<br /> • I II H Water valve
<br /> � 11111•: 11k,...2"''.. •;;; :.v,.,0 . GHASE
<br /> N ,,/� :>♦ ' ,. 111 Ti INSTALL II Fire Hydrant
<br /> E 7110°13086723703321, • 1 OE 1-6" W.V
<br /> \,..........,,,,,,,...
<br /> � ' 1.40 R-3381.30 ! 1--8" W.V. Al
<br /> '-' PIU
<br /> , z
<br /> a0 .t'-,,
<br /> ��� FL-538 '. I .
<br /> cn =� -'1 0E •- /""� 4 s" w/L 1-BLOW f Fi'DRANT Proposed Waterline
<br /> 1--53ez.ea
<br /> , uj . UNPLA TTED� a4�a FL , �!' , "' M Existing Waterline
<br /> Proposed Sew dine
<br /> Q.. m Y -, ----'r 0C 0.0.00,e00 I
<br /> .a .o. - r
<br /> o� GRAPHIC SCALE �'S36z5 1 / , Tac-536050
<br /> � Q
<br /> z z 4080 . q , / oa
<br /> ■ FL-5362.00 Existing Sewerline
<br /> W _ ao 0 10 20 -.� - Pro ose�d Stormline
<br /> = `1, c. r1TOC-5381.70 I! TOC�5361.00 -+ p
<br /> (� a 1�a0 s /! 0,�. �/' Q :,.....,........1t1.7 FL_5360.50 7.....s....s...7..,..ixlsting Storm/ine
<br /> m w _. t _ - .a.._ _-_ ___ r- \ ..i'' / / f EL538 0 a .= i ;/ / � `� Water Service
<br /> '- ( IN FEET ) , , ' ',/>� o g,",., -rQ ¢ 1 inch = 20 tt. \ ;;P / �'1 iI { . ,.- ' INSTALL EL-53b0.4o EL-5380.50 Sewer Sery ce
<br /> CC cc a / i GAS�} '` t' I !, -1- c� SERVICE10' Type 'R' Inlet
<br /> ® o ( f! L a e AREA DRAW
<br /> ..7... ...
<br /> a 10.50 � r � .. - _ .�. _ - r- -- � G - `I 5' Type R . inlet
<br /> _ ._. 140 L.E B" DIA. , ,
<br /> . � �,/� �- _ _ _ J ''••• ._ _ _ _ -I. REMOVE 15361.00 TD POND A
<br /> • O- - e - I!!N5TALL� A (14
<br /> INV, IN=5359,00Ill ,
<br /> <^ � �� . IELECTRICCONCRFfE P D INV. OUT=5357 OU AL UTILITIESARE PROPOSED UNLESS
<br /> ` .. II
<br /> - _,/ r �,, -j } __ -I!SERVICE - NEGT 1"1 L'::r / allGRATE=5380,30 CON DOWN ;$, \ 01NERw1SENOTED{ _{ I - c� 5POUT5 TO i
<br /> ,.. .,,„;, ,, ,.,, ..„‘,.. ,,,,,,, ,,„..,,,,, ......0.„.......,.
<br /> ,-A . ter' - 1I t A
<br /> 00 ;. ' '{Aw'"` ( / -' r �I DRAIN LINE INSTALL
<br /> 2� ;, - .: 1. 1 �. L _ �� . _ _ all I T0c-538a.5a IVAV/
<br /> iWA TFR SERVtE� s _ !{ FL-5360.00 "1
<br /> y' �I
<br /> ! �/ .� r ,, % -�- -I I" II i,K _ - - '�1 TE3C-5360.50 >, •
<br /> / I FL 5380.00 w w •
<br /> Iy' -- -- fi t -i - ;1.1111 II 1if_ s -
<br /> I ,-•.v, �'". I !! s PROPOSED
<br /> 24:15\...„.„,;7:;,,...„..,,,,,,,,,,
<br /> 1.„.........0
<br /> _: ` rrl
<br /> %'V.`�r / "� f"! "I -I ! i!I- - - _ - CURB & GUTTER . • .
<br /> ;x<s �/ ((� �- {- -�- -I- -! ! III ► C •F-'"- f _ _ _ 3>5' CURB�, :4=A5355E9.75
<br /> OPENING •
<br /> \ ;; ^; '' ' 2 STORY OFFlCE 8UlLDlNG EXlSTYNG L _ - I! EXIS7TIVG "`1 �' c-x360.25 /1 E E E E E E E'-------�0
<br /> f ;` ! 8.5' CONCRETE + �' !I SIDEWALK 1 _
<br /> ` o PAD ELEV.= 5362.5 WALK I CHASE •
<br /> a - -ti.. _ _ I TQC-5360.45 !
<br /> PROPER IY CORNER aka / FL-5361.0 I `w�w."...w.�.�rw,' Qf'T1 BUILDING FL-5359:95 •
<br /> 10091.3287 = - PAD ELEV.- 5381!5 • 1
<br /> I E 9999.5218 •
<br /> ". ,,✓'�� �. ! _ _ T 1.1111
<br /> I
<br /> g3 ''' ''y':' I ABANDON AND PROPS
<br /> /` OED B' •
<br /> ill;
<br /> 3 �� ` . / EXISTING Ili - - allilli,
<br /> REMOVE GAS LINE SIDEWALK . -f
<br /> I �.- \low- " . DRAIN I !!- -
<br /> _toff ,/ EXISTVNG • Ft 5360.5I- I
<br /> / „� -' Ex1517NG LINE - I! FL-53 .3 Ica N
<br /> 1' CONCRETE L _ _ - - _ -1 I I -- __ --n SIDEWALK - - - EXTEND SANITARY TOC-536(?45 Toc-5360.0 •
<br /> • "�
<br /> f'�� TRICKLE CHANNEL CHASE
<br /> or H.C. RAMP L -- -- - I ! ! L_ ! I - - -- - c� 6 SEWER SERVJCE -5359.95 ITOC�359.8 a BOW-5359.0
<br /> CC CI)
<br /> TVP.) I w XISTING SANITARY FL 5359.80 (12')
<br /> W ...,...,..... ....e,.,....,,,.`.,«,.. _ .,....:.. K. .•..::urox=.r: •a •.a.:w.a._ wesSt.T�ror*wrtrwrn tt .. :i,i!
<br /> � 1 6" SEWER SERVICE PLUG 'Q
<br /> __.I' `1_. r .-I_ ;r r- .�_- T -!-- --� - T` I_ `_1_ _ ` _"I- T -I_" _T _ T- _!I 1 -_ _ - _ _ _ � _1 - 3 i- !
<br /> ExrsTrNG s a CONCRETE WALK SMA _ _ , , c) EL. go.4a ❑ ® C� ❑ I � 's
<br /> al W�Ls
<br /> , ,'', -'1 _1 _ L _ !_ t__.�a L _ _ i l _ L�L ! _1 � J .-F I._- ___1___ I---4.�=_- == --,x--- � -�II-
<br /> \_1.,-.. �- J � 1 ! I _�, _! 1 _1_ _ �1� /'� __
<br /> IIIIIIIII
<br /> a W _ /f- �7----T-----1-----F- =1- i` = �=f 1=` -t I- EXISTi�iG VERTICAL SPILL CURB "� - - ! EXISTING 5 25' RELOCATE y f
<br /> O = RTICALSPiLL CUR ! I Z
<br /> a j I I " I a! I i or !!I ! I I I I I ! { ! I U !! I 3 CONCRETE' I EXISTING GAS LINE
<br /> 2 6 _ l�J
<br /> F EX/SnNG I / II 11 TRICKLE CHANNEL B � c� w.._ r
<br /> z zz I� 2' x ro' x s" THICK i i { - ! - 1 !! li! _ i I ! - i _ ! _ I - I - i - i _ I / I - - M380.BO
<br /> Q CONCRETE PAD - - - By -I -- ------ --'----z-- --• - -1' \ FL•53so,t ExISTING OUTLET STRUCTURE oto fl-5380.8a ii/ ^'- -' _ �c.. I TOCr'S3130.U0 f� T!]C<53B0.0 '
<br /> ! �- ! ! ! ! ! ! I i r � _ Fz»5359,x0 aaw-x359.0
<br /> 4 m m I I ! ! / I I ! ! �s vy ! I f/.7 8-33' EL=5380,50 ,' 1153w ! / '" �' POND WALLo¢ / I GG G 'rww :.I / of 1 INSTALt I `.• TOC= 80.080 `s -•4wQ o / EXISTING 4" S R=3'CC a cc
<br /> { / �. r .�...�. .............. �.. �.� .... Q ETRE HYDRANT 1 u / , 3.5' CURB CUT Q PHA=lig
<br /> ( PAD-5358.00 •
<br /> ® o _ / ! R=4 FL-5358,9 EOA; «,_.......,•.:.,, TOCr5380.0 �'
<br /> !? / / N 100x8.8252 1 ■ P•ND WALL o •.� 1 BOW-5358,4120') •�E . �jl CONSTRUCT ENLARGED
<br /> I // '/ -E tO2 6.x772 w ..- .� . { . ' ,i -y MEDIAN W1TN
<br /> 1� POND B
<br /> I4.--......,........\ Y _ _ TOC-5359.x0 I RIAf-5359.90 " r / % / EXPOSED AGGREGATE
<br /> : �, / -- .- -. - _ ,,. s. FL-5359.30 �,.'f 15 ST/L rac-5380.0 , k CONCRETE COVER
<br /> z / ,� N 100230078 ,.....44. I -..
<br /> ! ! I ! ! i-- _' t-- -} -� - ! -}- - }- -F --!-- } --I- #- E 10284.82x5 - imp
<br /> �,." PA0-5356.00 - .._,"• BOW-5357',5 :,,,toR=2/ I J FI 5359. - w___ � ♦ ♦ . �3�) .r9��I r ( ..., i f , •,. TOW=535110( " T0W_5359.5 ►• .2532=
<br /> II / I ! /1 ! I { / I ! I u,i �. .. I" r. I w ._ .... . BONh� • 58./ PPP �'e��'� ! 3 �/n,•: _- .,,,..-....-. .....:._.� '.`.'... 53375 1x) t`��B01M-5357 0 �� EXTENDS ,,. i BONI-53ie" ST/�, 1I ! ! ! i /I' I ! I I !�- II { II ! ! ! I ! ! .'e''''''''‘` _ -•
<br /> i i !■ +._._.....,.,... ..._....._ . - 6 WATERLINE i►. I ' y
<br /> PROPERTY CORNER ! / I / / Ft- POINT �•• �� ..-„„..7,..7.7„* - - _ 15
<br /> I / I I /! ! ! }. I I I I !� Il i 1 1 1 I ! I I ! -5359.6 HP II FL 5359.x0 REMOVE EXISTING-. TOW"' - '
<br /> N 10000.0 82 L _ .�- _ . 1 1,i L _ N ioma.ia4a I F. S di / 80W-5357.0 ,2/' ,. w
<br /> _ rt LMSTII2_l�GAL cAixtli �"=L _� �f _ J L _ �� - x�sTmc vEsrncAt CATCH uRB _ �C_ - _" E�-x359.5 {1z") _-_------__;-=-- ''" Ft-fZ
<br /> I E 10000,0862 ! -� . --- _-�.i-z-•ig --_ic29 -ale-__11.x-. 1_-_-.�...-�..T-IL-7-*.. L.:.} �- � _--�- _- _ _".x__ E 10064.x498 Xa � L W 44- STORM SNE POND ApOND WALL / -- -���-. - Toc-5359.4 • ExisT.-5358.: 100.5380.0 i` I -u'�
<br /> W t
<br /> I I� - / ,/W --- `�.�-•1r" 024 BOW-5357. , �,
<br /> / / „J_I_I-L-../�'.i. .I _ VERTICAL SPILL « RB . EL-5359.6 EL-5359.6 1 1,,..r" R9 �2 7A�}�TRANSI7fON5FROM M ") W I-/� (�
<br /> / Mai
<br /> f/ (z' PAN) / \ A,t,9u SPILL TO CATCH CURB ,► ,� VERTICAL CATCH CURB III
<br /> qtr ( �. _ _ _. ____ - _ _ II - - _._. ..- -- = -.. --•- osi R I REMOVE EXIS,TNG R=2• •., K
<br /> _ __ -� - . - - - _ _ _ _ - _ - _ __ - _ _ _. A' _ - 1- - - .- ._.- --.. I + T / i MANHOLE, do POND REMOVE
<br /> I { _ -`-" - -- = _ --EXISTING VERTICAL CATCH CURB- - /
<br /> / E VERTICAL CATCH CURB- - N 10013.8737
<br /> ' ( 1
<br /> �" `~ FL-x359.6 1,_ ___ _ Sj EXISTING 6" W�L tb41o.7487 RELEASE STORM LINE \ EXISTING
<br /> - _� .,. "'I~`3 • MEDIAN
<br /> '..--
<br /> -
<br /> / /f/ ,, FL 5359.0 FL-53588 FLr+53'SB.a OUTFALL=5357.00 / , 1- "'"r� . - -. 15'
<br /> j// N 9998,5456 / s FL-5358.8 EX. a t
<br /> / EXISTING N 0305, 811 E t 99 5.8x84 / / ......---r- I - EXISI TN ! �.
<br /> ,� / / --..0-,N. 3 TYPE R' INLET (MODIFIED) FL=5357.40 E 10305.4811 / r-� ,- ✓ 18 ST�L N 10013.3954 C, ( \ 72 HOURS BEFOREYOU DIG ys�
<br /> ! / , �- 154
<br /> _ �... ✓ . ! E 10465.4589 . R 2 1>Z\ � > V
<br /> / -� - r ;,� _ "w-`` --- •---' - �,.- / �- _ - 71:153no3°CI:A.. ! y( �, '� r CALL THE U711.1TY NOTIFICATION
<br /> I7
<br /> `� ��� - --! ! �/ /4r/ c5v / ose I W( CENTER OF COLORADO {U.N.C.C.)
<br /> I rf-a
<br /> ( ' ! // /ExISTIt /� / (/ / EX/SnNG I XI TTN " Wy , , lih
<br /> � II ! / FL•■5356.88 ,,�,� / �� , / E s G 12 1 - 800- 922- 1987
<br /> I ! , ,�+,�, ,4 y , O 6" WATERLINE 3 N-----
<br /> !' I / / 1/ / / GAS, ELECTRIC, TELEPHONE, CATV AND
<br /> ( 1 f/ // ��/ / PANHANDLE EASTERN PIPELINE LOCATIONS
<br /> / I I /1 / +e� / COAL TRAIN SQUARE `,,
<br /> 11 0
<br /> �i
<br /> ,,,,,, 1 CI !-CO // / / Gz / � �\
<br /> N .
<br /> cc
<br /> 1 I1 e I V /!' • CHRISTOPHER PLAZA II
<br /> : z �1 / 7
<br /> 4 1);
<br /> MASTER UTILITY PLAN
<br /> { I I /'� PHASE II
<br /> I W II I III I I ,
<br /> CI
<br /> ti I I - G G G G GPI G I SCALE H0R.1"�2f]` """ HURST & ASSOC ATES INC
<br /> r ' w !�� I I ! til I II VERT,N/A
<br /> ix I (
<br /> 00 I IIL4 I ! 04••-•• - - DESIGN/APPR. OCN iCi7NSIII.TINCrENCrT1�3E .'RSII II!� I 1 I ___ -..- III DATGDFBoulder,Colorado l 4999 Pori East Circle,3Q3 449-9105
<br /> 1 IlL I II III I 11 .....�� �, I DATE 2/25 02 { I
<br /> / { \ FILE NAME 0: 21177 CONST PHASE H 177-MU2 SHEET OF .
<br /> 1
<br />
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