|
;t
<br />26
<br />:-;
<br />S 4
<br />• -
<br />--}4,,T=4,—. • — , — ••••••••',.
<br />-BALE
<br />EXISTING
<br />--DRAINAGE
<br />EASEMENT
<br />L
<br />• ,77, E
<br />E 447 NT
<br />/'
<br />• • 4
<br />').„•
<br />R z .„ ETAINING
<br />MALL • \.;
<br />E.'11RIT'.4A1:1.1•1111•1447"'E: • -11
<br />444.7. • -- ''
<br />EA.:EMENT
<br />N E
<br />ASEM NT
<br />RETAININ
<br />/ WALL ,T
<br />'A
<br />.41•8
<br />71
<br />;r
<br />, -
<br />\,.
<br />..,,
<br />\\
<br />: , •
<br />.• -
<br />i
<br />E I M ING
<br />D
<br />..: - 4 D
<br />PA Ira
<br />uTI IT,
<br />EA,E4Eml
<br />I I k
<br />•
<br />BECIN
<br />C0117.7TpucTim
<br />Ex1771IIG
<br />GPAMA(E
<br />AL1G
<br />UT IL IT
<br />EA:EmEr ■,T„
<br />17E, 01-11
<br />,,,
<br />.4.7 //ITO
<br />/
<br />• f s,
<br />•
<br />C===...••■..t1
<br />r rr '11
<br />NOV 11. 4 2005
<br />erTY OF UNO LAKE
<br />I
<br />i;
<br />LEGEND
<br />UTILITY E%18 mr,
<br />YEE:A-E.:ED .
<br />814.04,44
<br />LOT OIL
<br />8814EFLui
<br />8.1044:1 014
<br />CuRe Writ,
<br />4404,440 04A ry
<br />44148.144.4 ELECT.: -
<br />0,418,8
<br />-0-
<br />.4088.40.48 .381 - - - --
<br />.4441,78..or nem 8818 - m - -
<br />*0184*04 - -• -
<br />1.041084,40 01.4448 - - -
<br />8.08.4 144,4. •
<br />54117...
<br />•■■••
<br />C &AM = •
<br />C0100 SAS. 0004LE 5 •
<br />/.1410066 •
<br />FIASED
<br />E.C.184 1818. -re. -
<br />GAM vALvE
<br />rE4 mama, • •
<br />vemE•vmh
<br />UTILITY NOTES
<br />CONTRACT0.* SHALL FIELD VERIFY LOCATIONS ANO ELEVADONS OF EXISTING
<br />*TRIMS ADO TOPOGRAPHIC FEARRES PRIOR 10 THE COMMENCEMENT OF
<br />5,11 GRADING THE CONTRACTOR SHALL IMNEDATELY NOTIFY 150NEER OF
<br />DISCREPANCIES OR VARIATIONS FROM 1341 PLANS.
<br />ALL EXISTINC UTILITY LOCATIONS SHOI/N ARE APPRONNATE. 0007ACT
<br />'GOPHER STATE ONE CALL' (651-454-0002) OCR 03,4411 LOCATIONS 45
<br />1105RS PRIOR TO EXCAvATION
<br />UTILITY CONSTRUCTION SHALL 0064000 TO THE CURRENT EDITION OF
<br />STANDARD PECIFCATIONS .
<br />FOR vATERAAN .AND 0041,431 LINE
<br />INSTALLATION AND SANITRY SEWER AND STORP CRAM iNSTALL
<br />ATI.O
<br />N.
<br />T AS
<br />PREPARED BY THE CITY ENGINERS ASSOCATO O 76414E007A
<br />CATCH BASPIS AND MANHOLES IN PAVED AREAS TO BE SUPPED 004 FEE
<br />T/ 7 CATCH BASINS N CUTTERS TO sr SUPPED 035 FET PR DETAILS.
<br />k / LEVATIONS 5634Y ON PLAN DO NOT REFET SUPPED ELEVATNS1 , ALL FIRE HYDRANTS SHALL BE LOCATED FP& FEET 3E144D BACK OF CURE
<br />/ .., ' UNFSS 01HER6SE NOTED .
<br />, ., N^`,.„,,, ,
<br />\*\'‘'. ‘ ''. '
<br />\
<br />/"''''' /'"
<br />5,5,4,, , Y.., / ...FT'
<br />...." ‘ nic, DIP WATERMAN ANG AN, HYDRANT EXTENSION. EXTENSIONS TO 9£
<br />,1,70DICEANI.,,IFORANT CONSISTS OF: HYDRANT. GATE vAlvE. 2.5 FELT C'T SN
<br />'''' " ." 4 '‘. v-•'• \ "-'• •••'/"..A7:'-'"V- ‘ /
<br />.8 ,
<br />......„, 1,- ;•:, N ...'
<br />/
<br />.9.' .., •
<br />/ \
<br />„ - C
<br />4
<br />/ '' ,.
<br />AcA..7...r L, ,L 4 H,4:SOAR:N1: ZAT0A hROIY FQA L TSET IDSOWEEFTR AE REPN 1 ,V1RT0. C4 1H0 1E3 S O NTC SPE A Ru1DA1E NT IO1D14E Si 1 , 01 E T- EGN S.
<br />411'
<br />, . Z1;/ ' , 0 BA 01 :
<br />•••
<br />• 81-'
<br />• !k'
<br />It
<br />-
<br />HYDRANT 70 BE wATFROUR PACE V6-67. 55' &AY.
<br />014000 SHALL EL 4(044 (44 SEAT GATE .. //GELLER A2370,20 (OR EQUAL:
<br />A MN:MUM nr 8.0 71E1 03 00073 IS RECNIRED OVER AL_ WATERMANS,
<br />UNLESS OTHERIVSE NOTED EXTRA DEPTH PAY BE RECLINED TO MA14:0111
<br />0141604 DCHTEEN ‘AERTICAL SEPARATION TO 5A0,140 3E0E8
<br />34 STORP GRAN 11415
<br />4A10.0.1A10 10 SE INSTALLED ALONG 1HE ROAD CENIERLNE 3E001.001
<br />PIPE FE', PAUNEADI£RERS SREW.cADONS. OISIALL BENDS IF NE410SA3/7
<br />/
<br />, 1
<br />COI,TNACTGR 1/8041A, 83-E0, 7 ?LANS 1480000107 CONSIIJOTON
<br />AN) SuElIwl THESE 041. (443440(6 3.134.l COP.:CRON
<br />In CD
<br />(7^)
<br />744:
<br /><0')
<br />Ce 0
<br />3- a
<br />uj :45 z
<br />x
<br />Cs/ <
<br />Z
<br />z
<br />OZ
<br />00
<br />z
<br />z <
<br />_j
<br />Z
<br />>-
<br />O. 21
<br />z
<br />V1c,'
<br />I-- —I
<br />I.- 0
<br />CL
<br /><
<br />5
<br />JAL JAL
<br />1650.001
<br />11/11/05
<br />C1•1
<br />
|