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<br /> ARCHITECTURE o
<br /> 303-323- 1923 -.p,
<br /> BOULDER,COLORADO
<br /> COPYRIGHC)C 2004
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<br /> RIM =5355.14 �� �' / M
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<br /> INV N `�
<br /> OO=5335.10 � : TELEPHONE EX. STORM MANHOLE EX. STORM MANHOLE ' / EXISTING LIGHT POLE m°
<br /> L, INV S t-5334.8$ ! 'ch' '-TfiRM' MANHOLE RIM =5347.73 RIM =5341.39
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<br /> EX. SANITARY ) PEDESTAL d� EXISTING FIRE HYDRANT
<br /> o SEWER MANHOLE INV W) }=5336.79 RIM F1L3;
<br /> 7. INV W) =5340.13 INV (W) =5336.38 CONNECT TO EXISTING/
<br /> a I INV 10UTILITY EASEMENT INV E) =5340INV (S) =5343.10 INV (E) =5336.24 ---�"� p � r� Tu EXISTING UNDERGROUND TELEPHONE
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<br /> :: ,.... INV (N) =5337.75 s
<br /> INV (E) =5337.48 'iPu
<br /> TELEPHONE �! \\\ •, �'`� ',-S� Pu EXISTING UNDERGROUND POWER LINE
<br /> PEDESTAL , __. Vy S� --' Fo Fo EXISTING UNDERGROUND FIBER OPTIC
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<br /> W W AOR S� '� PROPOSED WATER
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<br /> RCP STORM INSTALL NEW EWER + '�
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<br /> ci:iPEDESTAL RIM =5347.90 DRIVE RAMP -�+�► ' ��
<br /> SIDEWALK • INV (N) =5343.80 ��r�,..� I
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<br /> Tu u� -- Tad��' "�Ttr-tet - - - TCS"-- 7 t t 10' UTILITs,01,.''....
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<br /> ITu _-- ; RIM =5340.69 1,, E
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<br /> t�'d -5332. 5
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<br /> /o PROPOSED FIRE SE V__ - I f- fir - PROPOSED SANITARY SEWER
<br /> ----- j PROPOSED S °C INV S) =5332.28
<br /> IE r��■��� CONNECT PROPOSED •
<br /> FIRE SERVICE-----'""" =
<br /> i SERVICE INV. lE)---=5331.94 , ?
<br /> SERVICES TO PROPOSED WATER SERVICE
<br /> PROPOSED WA R 1ERVICE �� 34.35 cc I ``^^--•
<br /> EXISTING
<br /> I _ ♦ PROPOSED WATER METER =-�..
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<br /> .INV. OUT S .�-: 34:37 � ,il :
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<br /> I (APPLIES TO ALL CIVIL SHEETS)
<br /> EX.COMMUNICATIO 1 MAIN "L,,
<br /> MANHOLE ��� 7x6
<br /> -. 1. 111.16
<br /> HSURVEY FIELD WORK ON THIS SITE WAS COMPLETED ON FEBRUARY
<br /> �, ( (III 11111
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<br /> WkfER` I A MENT
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<br /> C: 110834•
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<br /> PROPO D 2..0 2. ALL CITY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
<br /> CITY OF LOUISVILLE STAN P IFI ATI
<br /> I . .> --- DARD S EC C ONS.
<br /> TORM.SEWER I
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<br /> :.... T,2 59L ARY SEWER SERVICE TAPS TO EXISTING
<br /> to ► R tiYD12ANT MAINS '
<br /> i M_ SHALL BE MADE BY GTY CREWS AT THE DEVELOPER 5 EXPENSE.
<br /> ~ 40` SANITARY'SEWER`' (r)Lt .,, "__->' 00. _,.___ __:______,,-. . ._.
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<br /> p EASEMENT••.. WAT I 4. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A WAY
<br /> EX. CONCRETE a REC #'>00796438 z �� J SO AS TO MINIMIZE DISRUPTION IN SERVICE TO EXISTING USERS.
<br /> DIVERSION STRUCTURE C? y.�,__ __ ¢ cv
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<br /> X ,. / ALT-+- ,/ 5. INSTALLED IN BUILDINGS WITH REMOTE
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<br /> v . v ASPH PROPOSED 25 READOUTSTERS TO BE ��
<br /> ,. �'-- ��� J, �� / BRASS UTILITY EASEMENT PROPOSED 46 LF 30
<br /> RCP STORM
<br /> / CLASS III M�
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<br /> VI t PROPOSED F.E.S. - PROPOSED F.E.S.
<br /> INV. =38.0 ,.
<br /> INV. =36.0 ��
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<br /> \�PROPOSED F.E.S.
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<br /> INV. =38.5
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<br /> R `: J EX. F E S> . EX. 24" STORM
<br /> �� e ,s�,.� INV, =53 .2 W TO BE EMOVED W W-�`__
<br /> /) W W --®--- W W W W W W® W W W W TO BE REMOVED W
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<br /> -I ST -►-ST ST ST ST ST ST ST ST ST ST ST -i►---ST L�1,.���
<br /> EX. WATER MANHOLE PROPOSED F.E.S. EX. INLET /77j-
<br /> _ PROPOSED-_-24 LF EX. INLET_,. ___.___ "`�..
<br /> 24" STORM _.___ RIM -5342.00 i �,,,,`
<br /> EX. BLOWOFF INV. _ �.5 RIM =5345.64 ______...._ __ _____ __.,...____ .__ .
<br /> ASSEMBLY
<br /> _. .__ ,EX. VERTICAL CURES __
<br /> EXISTING 30' SLOP EX. 12' PUBLIC SERVICE CO. EASEMENTS WITH 1' CONCRETE
<br /> U AND DRAINAGE EASEMENT PAN
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<br /> EX. SANITARY SEWER MANHOLE_----- ! I
<br /> RIM =5347.65 it llll
<br /> INV (=N5)3=475.36353.44
<br /> N) =5333.44 '£
<br /> INV (S) =5333.27 } i
<br /> REV. DATE:
<br /> Scale: 1" = 30'
<br /> 111
<br /> 0 15 30 60
<br /> FINAL MASTER
<br /> UTILITY PLAN
<br /> issuance :
<br /> PLANNING
<br /> REVIEW
<br /> PHASE III
<br /> a -a. 73 r
<br /> DATE: 03-16-06 -
<br /> IVCD
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