Loading...
HomeMy WebLinkAboutS-3162050 rr W w Q z w O O N z 0 U) Li LL. O w in w t[9 O O e o) Li F-- Q 0 0 z F- 1-- 0 J a- SW 3-23-5 j T L #5168 70_ 0050 � r 1 ti � it i ASPHALT U I / I r 1-# \6970 0 Q 051 Ex. FI ER -oPrIC- - -I �' ��� °� DIRECTIONAL DRILL 4LK/ o - --- FO - - -- -Fo- --FO o - '- -= -_ _F / V 0 a PROP �/ -� �I SSMH 21 ,E __ % - _ p - - _ 1 ; ���� -- - - - - -- �� � Sze Fp a ORI �EWq .EX. TE _ _ �- LE (APp - �- i -- 7 - - L OCR — - - P -�`Y ( -F0 8„ Si — 'ice -_- S f - - �- _ i EX. CATV _ waft (�PPROX. LOC.) DOUBLE SINGLE YELLOW - _ _ - WHITE , _ _ _ — i� - - _ T BASyEO - ` T -� r WHITE L ///� W � ✓� SAND 3 - - R. P n j __j mftft - A C W i P EX - _ i — - -- _ _ T X SSM — _ - _ '! ----- - -P - -- - _ _ +® H 216 ®� - _._, Tz- + X SSMH 174 EX. DR/ VEW� _ ! '�_ p � �lN- G�_WHI TE R P, M. a E > Ica w POWER _ P- -T 10 (APPROX -�, T - -- --- �ABANDO EX. SSMH 81 T - � - _ -'- _ T 4" VER T. PVC - --- - - PIPE IN T� #516970_00 i'� R ABANDON EX. SANITARY SEWER _- coNTROL eox � �� � 5 u� ��- BETWEEN SSMH 167 AND 216 RAFTER PROP. SEWER IN SERVICE TL#576070_0075 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 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. 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 R IN C OSS GS 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 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. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL ENGINEERING PARTNERS, LLC (ROTH HILL). ALL FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. EXPIRES 10191 CAL: