HomeMy WebLinkAboutS-316203THESE 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.
UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE
UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES
OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND
UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGER/ABAM
ENGINEERS, INC. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT
WHERE THEY COULD BE IDENTIFIED. THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY,
EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS.
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L#516970-0115
INDUCTION LOOPS i 55
(6' DIAM) TYPICAL
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EX M)H 328
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AbPROX. 130' N
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/ (N,6T SURVEYED1 _
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SO 3-23-5
THE DEPTHS OF STORM PIPE CROSSINGS SHOWN IN THE PROFILE ARE CALCULATED BASED UPON
FIELD SURVEY OF INVERT ELEVATIONS FOR ADJACENT CATCH BASINS WHERE THAT INFORMATION
IS AVAILABLE. SOME STORM DRAIN CROSSINGS ARE SHOWN AT ASSUMED DEPTHS. ALL OTHER
UTILITY CROSSINGS IN THE PROFILE ARE SHOWN AT ASSUMED DEPTHS. ACTUAL DEPTH OF THESE
UTILITY CROSSINGS IS NOT KNOWN AT THIS TIME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE ELEVATIONS OF UTILITY CROSSINGS PRIOR TO CONSTRUCTION
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PARAMETRIX
REVISED BY: RANDALL LAMERE
DATE: MAY 02, 2008
15" PVC SEWER: 417.7 L.F.
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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.
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—'STOP BAR
-- 4 EX.SSMH 92 _._ - _ EX. 12" DI w - -- - -- - - - - - - -- -- - - - - - - - - - - — 0
jAB4" AC W (APPROX_LOC) '.. — ---�-- I------_.. — -- -- T —-------_— _-__ _--__— -_ POSSIBLE BURIED TEL. CROSSING T �
FIBER-OkIC CONDUI�s STOP B�R EX. 2" GAS / PER RECORD DRAWINGS. EXACT
DIRECTIONAL-DRILLEq INDUCTION (APPROX. LOC.) LOCATION UNKNOWN. CONTRACTOR m
\ LOOPS I -- DOUBLE YELLOW R.P.M. —--- —. TO POTHOLE
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EWER IN
CASING \ 1p8+00 I f� 169+00 ; PROP.SSMH 90C - ___i 170+00 r5' (nP) 171+00 172+00 pR
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ABAND. 6' W I TEL. CROSSIN PER ����� - _- — - — - --- _— --_ -- - - --- - �I
- SEWER IN
-
(APPROX. LOC�\\ I RE(
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SOMEWHERE I SIDE BORING
IMH 91 \ I BOXED AREA - o
6 E SSMH 90 1-00
2 SAME TRENCH
— ��— — � J EX. CATV & TELE
---------�—�---- -- -- ( — ,- PR P.SSMH 9OAe APPROX. C. I
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EX.SSMH 9
Ex. SS_____ L� ABANDON EX. SANITARY-
Tscs APPROX. LOC. \'� EX. DRIVEWAY /
- \( >I SEWER BETWEEN SSMH
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o�'�� ---r - � -�'- SEWER IN SERVICE
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THIS SEWER LINE SERVES THE Al E�
SHOPPING CENTER (SEE DWG S-147401)
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Q2 EXP I RES 10191;L!r
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