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SW 3-23-5
TL #516970 -022
TL #516970 - -0110 TL #516970 -0119
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- -a - - -- - F F -0= =_ =F - -� € - - - -- P - -T — P - - - - - -- -- - - - - -- -- - - - - -- �__ _ CONC c y -. _ �- DIRECTIONAL DRILL
= - =F-� _ __EC __- = =EO =_ _ _�- __ _ -- =_ -_ = _ 0 - -� m o o ----- - - - - -- RETE WALK_ � � � 'y �- -- CROSSWAL
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- — I Bus stop ________ _ - -- - - °?— o_ / -FO —FO --- FO - - - -- 05
- - - -- - -) - -- - -- - - - - - -- - - - - - _ F ), �" Dr V?i SHELTER 7
- - -- _ 10 -Fo-- - _
ABAND. 4" AC W (APPROX. LOC) ABAND. 4" AC W APPROX. LOC - EX. CATV SEWER IN - / 6 ¢ABANDON E� SSM , —Fp -- — p - -_ —_
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-- - - - - -- . - - -- --------------- - - - - -- - -- _ �4' DiA.CASING / P P � FO - - --
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TRANSFORMER VAULT ��o ��� / % —!� p- t.- ..-..- - - --
SEWER BETWEEN SSMH 89 �; �� 6 ` - ,
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SAME & ELE (APPROx. Lnt. AND 87 AFTER PROP. SEWER `ADJUST EX. SSM \ �� ' / / EX POWER
SE 9 47143 <�: V ��
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o� ` �� IIV 3ERWCE �I f�o� ( PROX. LOC.)
\ (APPROX, LOC.) �"' ---- _ _ TO GRADE
TL #516970 -0092 # � / / / / —
TL 516970 -0092 // %
ABANDON EX.
SANITARY SEWER
BETWEEN SSMH 167
THESE DRAWINGS WERE PREPARED FROM A TOPOGRAPHIC SURVEY CONDUCTED BY ROTH HILL
ENGINEERING (BASED UPON A PROJECT DATUM WHOSE COORDINATES WERE PROVIDED BY
BERGER/ABAM ENGINEERS, INC.) AND A TOPOGRAPHIC SURVEY PERFORMED BY BERGER/ABAM
ENGINEERS, INC OR ITS CONSULTANT. ROTH HILL'S SURVEY LIMITS ARE GENERALLY WEST OF
STATION 162 +60 AND EAST OF STATION 189 +75 ON SUNSET BOULEVARD, BUT INCLUDE THE SANITARY
SEWER MANHOLES BETWEEN STATIONS 162 +60 AND 189 +75 ON SUNSET BOULEVARD AND BETWEEN
STATIONS 174 +00 AND 200 +00 ON DUVALL AVENUE. THE DRAWINGS RECEIVED FROM BERGER/ABAM
INCLUDE RIGHT -OF -WAY AND PROPERTY BOUNDARIES FOR THE ENTIRE PROJECT LIMITS, WHICH
ROTH HILL IS REFLECTING ON THESE DRAWINGS.
!�, <) / ,�� AND 216 AFTER PROP.;,
UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE THE DEPTHS OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON ��,' SEWER IN SERVICE
UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS WHERE THAT INFORMATION A9
OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND IS AVAILABLE. SOME STORM DRAIN CROSSINGS ARE SHOWN AT ASSUMED DEPTHS. ALL OTHER _ �`� A /
UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGERIABAM UTILITY CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE
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BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
1- 800 - 424 -5555
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PARAMETRIX
REVISED BY: RANDALL LAMERE
DATE: MAY 02, 2008
8" PVC SEWER: 40.8 L. F.
15" PVC SEWER: 543.9 L.F.
EXP1REs 10 9 wooer
. . . . . . . . EX. 12'� WATER . . . . ,/
. fX. 12" W TER. .EX. FIRE --OPTIC .. . . . . . . . . . / i / 4�'L x12.4' HIGH
EX. "CATV EX. .PWR .
...... .. . . . . . ......... .. . . - - - - - / /' /
..
ABAND. 4 WATER ' GAS V- (S
. . . . . . . . . .EX: SIDE EWER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \/ i /ia
. . . . . . (APPROX. OC) . . . . . . . . . AND.- . WATER i
O .. ... .... APPROX. LOC: off/ EX.SSMH 167
. . . . . . . . .(APPROX. -LOC. . . . . . . . . . . . . . . ( ). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (APPROX: LOG.) i /
. . . . . . . . . � R . LOC,).
. . . . . . . . . . EX. TELE . EX. PW ... ......... ... ..... .... . ..... (.. ... ..... .... . . ... . .. . . .... EX FIBER —OPTIC . . . ..... / / '
......
. . . . a ®:, . . . . . . . . . . (AP.PROX..LDC. (APPROXN LOC.). . . . . . . . . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
..... .. .........�