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<br /> 1 S
<br /> S
<br /> O
<br /> D 23
<br /> o EA
<br /> • -Lu C3
<br /> 33 _S K
<br /> N
<br /> 80 C
<br /> STA -1+72.46
<br /> w
<br /> FLARED END SECTION I fg
<br /> -
<br /> END CONSTRUCTION S . r
<br /> GOODHUE DITCH I -r ---
<br /> INV. OUT=5358.26 0 0 ° • ;
<br /> PROVIDE REMOVABLE TRASH I o p
<br /> RACK - LIGHT WEIGHT AND - D U
<br /> La
<br /> HINGED AT BOTTOM o
<br /> PROPERTY CORNER 46 Ii~.. RIPRAP SHALL BE S
<br /> 4'12' 101 • ,-.
<br /> N 10296.1368 -' `/,401,V4e* APPROVED BY C.D.O.T. I _0 ,
<br /> E 10483.2858 18.27' 51, 11ifewo i! PRIOR TO CONSTRUCTION
<br /> ,•,17z4r, s : •# OF THE RIPRAP
<br /> S/DEWALK x•441 i
<br /> EASEMENT \, -"ill
<br /> TOP=5362.00
<br /> p11117
<br /> . \ :.: FL=5356.30
<br /> ELEV.=5364.80 ` '' ''
<br /> BEGIN CONSTRUCTION L= 364.00 1,1.00 ' / ••7•'
<br /> lik
<br /> STA 0+00.00 L-11.50' GOODHUE DITCH 710,',,,,,,','.: :::71
<br /> ' UE
<br /> AREA GRATE WITH STA 0+00.00 l° . / I V
<br /> 11.50 L.F. 15" D/A. ST/L BOX BASE MANHOLE ` j11R EGRATE=536350 RIM=5364.50 p,55 / II ) ' INOTES INV. OUT=5359.60 /NV. IN=5359.30 ►" 'RCQ / I •• ^i I I
<br /> INV. OUT=5359.10 Toc=s3s5.00 . NE
<br /> 1. MINIMUM SEPARATION BETWEEN SEWER LINE AND WATER LINE IS 10 FEET. FL=5364.50 3trill;
<br /> 2. MINIMUM COVER ON WATER LINE IS 4.5 FEET. ,04
<br /> 50 • 60"/ , / T , 1 LEGEND
<br /> 3. ALL PROPOSED SEWER LINES ARE TO BE 8", UNLESS OTHERWISE NOTED ON PLANS. "0 L'.F' j /
<br /> 4. ALL EXISTING UTILITIES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. _ 64;:.,,-----
<br /> 4,40,.... - / / vE \
<br /> 5. ALL PROPOSED WATERLINES ARE 8", UNLESS OTHER WISE NOTED ON PLANS.
<br /> FL=5362.0 TOC=5364.50 . •// I • Manhole
<br /> 6. REFER TO MASTER DRAINAGE PLAN FOR DETAILS ON DRAINAGE FACILITIES. FL=5364.00 / / / / /
<br /> N 10187.0774 , T vEIrrs\r , / /
<br /> E 10332.4023 , Thrust Block
<br /> 0:0:94010: -/
<br /> 1 O / / ( 3 602. :.:.:,:.:.:. I N Water Valve
<br /> FL=5362.3 / U
<br /> N 10187.9702 / 1 /// •••••• INSTALL Ak Fire Hydrant
<br /> E 10308.2333 / FL=5361.70 II
<br /> / / / UE FL=5361.50 :.:::: 1-6„ W.V. Plug
<br /> 5364.8 \ / / j AFL=5361.40 jyHASE
<br /> I1 W.! I 1-FIRE HYDRANT Proposed Waterline
<br /> sz.fio 0.E.
<br /> ! / 6" WA .•.•..•
<br /> .• 1-BLOWOFF c
<br /> (UNPLATTED) 04'50 t1E ' ' r>, Existing Waterline W
<br /> /` .."" / CO
<br /> Proposed Sewerline s
<br /> FL=5362.5 sj r ,. - i - D <
<br /> GRAPHIC SCALEai
<br /> / T = • •••••••
<br /> Y u I / oc 5362 50 ,,•., Existing Sewerline o C
<br /> / 010 FL=5362.00 O • S
<br /> 20 0 10 20 40 80 _ __ th AK •••••
<br /> Pro osed Stormline K
<br /> J► , r0 IAK Toc=5361.70 -I I p
<br /> / - TOC=5361.00
<br /> E
<br /> 1k00 / /I / O,/ / FL=5360.50 .:.:.:.:. .: tt Existing Stormline . m $ S_
<br /> \ / ' xI EL=5361.70 Q ) ........ o n
<br /> ( IN FEET ) „r/ / - i1/i. Q W Water Service n
<br /> 1b5o o
<br /> 20 `y "' / , / mu Q EL=5360.50
<br /> 1 inch = ft. ;v w. I / INSTALL ••••• ~ S
<br /> vMa:4 ' I I I GAS .( EL=5360.40 Sewer Service 0 z]
<br /> ' =1 r, / L - J I 1-- - c) SERVICE :•:, :: 10' Type 'R' Inlet o G
<br /> >, / i I AREA DRAIN . 3
<br /> G G 140 L.F, 6 DIA. ' ::5\o
<br /> - - - - - - - I ® 5 Type R Inlet r^r'r i 1 - REMOVE OC=5361.00TO POND A ° G / , % - - - - - - - - III INSTALL- CONCRETE PAD INV. IN=5359.00; `x" -I 1_ - II SERVICE INV. OUT=5357 00 ALL UT/L/7TES ARE PROPOSED UNLESS
<br /> e / i l
<br /> \ ,,`;0,:t57;> '`,7,:iY",!" ..
<br /> : „y; / , // / J I I+ - - - - c) N GRATE=5360.30 CONNECT DOWN
<br /> - I -
<br /> I m SPOUTS TO I .' ',' ' - OTHERWISE NOTED :Q -,,,,f,-,,,g,,, : ^ / - i/ l 1 -I III DRA/N LINE
<br /> dl .ii,i
<br /> INSTALL 6
<br /> Zk0 / / - - - 1" WATER SERVICE k
<br /> \ '*i';, ‹
<br /> , / / / Y- - 0. 0 • VV
<br /> - - - 00/ i _L _i _1 _tJ I IHt
<br /> I -:-.2---
<br /> / r 711 I TOC=5360.50
<br /> % / I I - Jr- ,-II -ri ; FL-5360.00 W W
<br /> / / ' / t - J -I I III a PROPOSED
<br /> ,I rti
<br /> •
<br /> ky0a ,• i / I- - -I - - - - CURB & GUTTER
<br /> 1 J Int
<br /> -o,,,,,,,,,,"s7 ' -', 1- - I( F - - - - r - III - - - - a 3.5' CURB 1 i
<br /> CHASE OPENING ....•.•
<br /> u'u-Mill
<br /> , EXIST/NG - I I EX/SNG = •
<br /> Toc=5360.25 ••:•:•:•: , LE_____11_ E E E E E E-0 I
<br /> v / / 2 STORY OFF/CE BUILDING 8.5 CONCRETE - )I FL=5359.75 I
<br /> ' . ,., PAD ELEV.= 53625 WALK _ I - - i_ .....• •••• •
<br /> PROPERTY CORNER x00 FL=5361.0 I-
<br /> I TOC=5360.45i
<br /> 3yA rOFFICE BUILDING i FL=5359.95 ) .:..:.:. .•
<br /> N 10091.3287 ,1%•-'1, / = 1.1114
<br /> PAD ELEV.= 5360.5
<br /> E 9999.5218 a Kr- I I - - 1.9-74411.:(
<br /> I ". Ig3 , _ ABANDON AND,p.
<br /> PROPOSED 8' ► 34'38 / i I I I REMOVE GAS LINE :.:.:.:..:/ EX/STTNG -
<br /> SIDEWALK y
<br /> \ +' a DRAIN - fl -
<br /> 1
<br /> "' / EXISTING LINE EXlSTiNG FL=5360.5 I FL=5360.3 I .',•,',• '
<br /> 1' CONCRETE I-
<br /> rl- - -n i
<br /> - - - I I EXTEND SANITARY TOC=5360.45 `
<br /> / TRICKLE CHANNEL CHASE TOC=5360.0 NF' I S
<br /> T+ L - - - J I I L - J I I - - - - Pia s' SEWER SERV/CE I FL=5359.95 TOC=5360.30. 9 :::::
<br /> H.C. RAMP _ -
<br /> - 1 - TYP.) _ " XISTING SANITARY PLUG _ -5359.60 -
<br /> L
<br /> c) BOW 535 0
<br /> 13
<br /> r I T- -I T -I- 1- -1- - - -I- - T I ) T I T -I T -I F T I -I I L - - 5 6" SEWER SERVICE J D
<br /> EXISTING 8.0' CONCRETE WALK \ -_ All / i00001 !11 i w C]
<br /> EL-5360.40 v :.... 11.1
<br /> . "L_ = L -I- = _L-I- -I_- _1 - L _ - I- -1-I -I-_- L -I- I I- = L=1- 1 -I I LJ _ I _1 - rJ - L -I- - , • 33- - T - - -1 - - EXISII G VERTICAL SPILL CURB / EX/STING5 RELOCATE 44o► • •••• iN '-°vEl TICAL STILL ouRBlI I Ir III I I I I I I I I I I III II I •EX/STTNG I , 3' CONCRETE I 5' EXISTING GAS LINE ,► I ' Z s a(I 2' X 10' X 6" 7NlCK I I I I I IIrIII I I I I I I I ( I I " I/ /I " I I) II I _ \ T CHANNEL %J EX/ST/NG OUTLET STRUCTURE , :•;•:•:••: s s 1 R/CKLE moo' •••• • " -. mi - TOC= 360.60 i♦ bCONCRETE PAD - - - - - - - - - - - - - - - - / FL=5360.1 =5360.10 FL=5360.60 ♦1 y / o { °I I /I I- fi - -I - -t I- - -1- - I- i- - -I - I- - + - I- -- / -I // mr / , FL=5359.50 0 BOW= 0 o p
<br /> (V / I I -____„--\_____ / TOC=5360.00
<br /> I ( I I / i I I i t I I t I I I i I I / (\ R=33' _22 y EL=5360.50 4 12" r w 0
<br /> D / O G G CD G POND WALL y w // • o °
<br /> / I " _ INSTALL 1 TOC=5360.60 , O
<br /> / _ EXISTING 4 S R-3 % ► M
<br /> 12 CI / HI -e- -- --' - -" 1-- - 0' FIRE H mRANT ►: FL=5360.10 / o d
<br /> / _ EDA= 359.4, ..••:',::. ♦ p S
<br /> a // _ 3.5' CURB CUT Q PHA I N ' 20 % PAD=5356.00 , M =
<br /> / / I R=4 N 10026.6252 OIII ♦ N'41111
<br /> OW 5358.4
<br /> POND WALL w ( ") ♦ , / CONSTRUCT ENLARGED •
<br /> I
<br /> •
<br /> / / I E 10296.8772 ♦ _
<br /> ' PIVD B a -I MEDIAN WITH
<br /> I FL-5359.4 j TOC-5359.80 ♦ 4
<br /> // / - - - - - -- _ I ♦. RIM=5359.80 I 15" ST/L`sir A ,4 " / EXPOSED AGGREGATE
<br /> - I -
<br /> FL=5359.30 ♦ < / k
<br /> N 10023.0076 -'= ='-' TOC=5360.0 " CONCRETE COVER
<br /> F k/ I I //I i I I - - 1- - - , \- -I- - + - ---I- - i- - 4 - -I- - + - -I- - I- / _ I
<br /> Elm / 711 ---
<br /> I FL=5359. M , • PAD=S 56.00 *_•• ,BOW305357.5'♦♦ O M
<br /> I I / I ( I / I ( I I I AEI ' E 10264.82851 (18") (30") ,' 3
<br /> ilsrfa
<br /> " ♦ I \ /
<br /> ;; ; I I I I I I I TOW-5359.0 TOW=5359.5 ._ •.. j .1 ♦ TOC=5359:! „0.0,.. 4,,. ')do,
<br /> BOW=5357.5 BOW= . EXTEND ' BOW=5358. 18 ST L "I " i
<br /> / .''m', ._ .. .._.._ ._._:. •' 6" WATERLINE /i• / '
<br /> / I I/ I I I / I I I ( IL II I I I I I ( I I I I FL=5359.6 HP I. I HIGH POINT 4
<br /> - J
<br /> PROPERTY CORNER / /I I I / I I _ I I _ I _ II I I I _ I I I I i I II FL=5359.60 REMOVE EXISITNG TOW=5358.0 i - - - 15'
<br /> I L I _ _ _ _ _ _ _ N 10018.1248 _ ' BOW=5357.0 _ c
<br /> N 10000.0382 I- - - - - - -a - _ _ I Ij• •I I . L - - -, - - EL=5359.5 F.E.S. & / .:. _i _ Z FL-FL f,
<br /> L EXISTING VERTICAL CATCH CURB L J L _-_1-_-_ - - XI$TING VERTICAL CATCH CURB- _ --- E 10264.8496 = I J 1 L - - _STORM LINE POND A (12") / ` M EXIST.=5358.80 TOC=5360.0 y
<br /> I- - pTOC=5359.4 //
<br /> E 10000.0662 - r - - - - - - - - TT -#- ( . . - //4/ W -\ W W WOND WALL __.... .......--..-...„,„--..77,-,-----7,„, BOW=5357.5 , r
<br /> / L-I-i- Lam/ . • •L - MI/ ( )BOW=5357.4 BOW-5357.5 \
<br /> VERTICAL SPILL URB EL=5359.6 EL=5359.6- '7 % B (2 / " (30) / r
<br /> / / - -
<br /> i ,, / / //. . . . . ; \ (2' PAN) %/ - - - \\ _ _ _ _ _ ;;.0- CUR /TRANSITION FROM
<br /> SPILL TO CATCH CURB pL VERTICAL CATCH CURB
<br /> - LL z - - - - - - - MUM ,--- EX...4'I vER ol FL-535fi.a REMOVE EXISITNG R=2' iLILL
<br /> - - - - -- - J ,. -. -. -.-.-.- - - - - _ ' - - ` 1 / MANHOLE, & POND 0 REMOVE
<br /> i EXISTING VERTICAL CATCH CURB- - - - - - ---- ---- -EXISTING VERTICAL CATCH CURB- - - - - - - - - -
<br /> N 10013.8737
<br /> L - - - EXl$TTNG 6" WA 1 oat o.7as7 "
<br /> / i FL=535s.s - RELEASE STORM L/NE EX/ST7NG
<br /> / / / FL=5359.2 -T -- - - \ MEDIAN I
<br /> / / / / FL=5358.9 FL=5358.0 OUTFALL=5357.00 I ` , M
<br /> / / lir /f/'/ FL=5357.7 // / G _, \ \ I FL-FL ".
<br /> FL=5357.5 - - - 1 3I
<br /> N 9998.5 38 / __ / 18" STA \ I M
<br /> / / N 9998.5354 iFL=5358.8 EX. > ( f
<br /> EXISTING E 10315.6384 / I EXISITN
<br /> / / / / 3' TYPE R INLET (MODIFIED) FL=5357.40 I E 10305.4811
<br /> i / -- / ..---- '- L / N 10013.3954 I /> 72 HOURS BEFORE YOU DIG C
<br /> / i - 7 - I v - G FL=5358.1 E 10465.4589 " R=2' CALL THE UTILITY NOTIFICATION
<br /> '/ / r - - - \ / / /- - - N 1o0o6.a2os ) " CENTER OF COLORADO (U.N:C:C.
<br /> / 1-04-7/45 - - - - I /3 , ov / G E 10377.0876 W I 1
<br /> Il I Fr--
<br /> I ' /EXISTING / / / -
<br /> 7------ , ...,,._
<br /> y , I / FL=5356.88 , G/ , , / EX/STING EXIST/NG 12" W _ 1 8 0 9 2 2 19 8 7
<br /> / III / \ / r , G 6" WATERLINE D
<br /> J `--- / ° C)i / / A TRI T PHONE CATV AND
<br /> i.-/ 1 I ,J / p / / G S, ELEC C, ELE
<br /> - / // G/ / G ` PANHANDLE EASTERN PIPELINE LOCATIONS ,!j '
<br /> // I // / F /!/ / COAL TRAIN SQUARE \ ( °
<br /> Itcl
<br /> I I / / / 0 -w =
<br /> I I I / /// CHRISTOPHER PLAZA II o T. D.8 '- C
<br /> 11 / / / / MASTER UTILITY PLAN S v
<br /> I s s ° D CD
<br /> 1\I
<br /> o1lI I ( I / PHASE ll _ -o
<br /> G I 9-lI II IIIA I _ _. . o . N
<br /> -
<br /> _ I VERT.IN A HURST & ASSOCIATES, INC. o
<br /> A--
<br /> 111G G G GG111G I ISCALEHOR / ° v I I I, I I " I - - - DESIGN/AM. OCH CON ULTII EIS II EERS = -
<br /> s
<br /> I II III 1 I fes-- I , DRAWN GDF •
<br /> 4999 Pearl East Circle, Suite 106 D t'
<br /> _ I DATE 2/25/02 ( T
<br /> III III I II -
<br /> Boulder, Colorado 80301 303 449 9105 ot:to
<br /> i t I , 1111 . . , I i I r - I FILE NAME G:\21177\CONST\PHASE II\177-MU2 SHEET 1 OF
<br /> I
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