HomeMy WebLinkAbout1993 - Del Rio Road a
4
GRADING NATES
1. ALL WORK SHALL BE IN CONFORMANCE KITH THE CITY OF
( ATASCADERQ GRADING ORDINANCES, THE STANDARDS AND
UIQ DI a w
�` REQUIREMENTS PERTAINING THERETO, THIS PLAN, AND THE
RECOMMENDA11ONS AND REQUIREMENTS OF THE SUPERVISING
19
I SOILS ENGINEER.
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2. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
w E. , TNG Cut ER
NIS° '" RECOMMENDATIONS STATED IN THE SOILS PEPORT PREPARED BY
# EX' A VA flN AND REMO VA
Ir
8Y CTNERS ,,.- EARTH SYSTEMS CONSULTANTS, DATED APRIL 27, 1992, AND ALL
ADDENDA.
-
` 3. ALL AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL BRUSH
AND OTHER OBJECTIONABLE DEBRIS, INCLUDING EXISTING
' ASPHALT PAVEMENT, SCARIFIED TO A DEPTH AS REQUIRED BY
y 6ND ROUGk GRADING ARLA I. THE SOILS ENGINEER, AND WAT=RED AND COMPACTED AS
I REQUIRED PRIOR TO PLACING OF FILL MATERIAL. ADDITIONAL
, ~-E 'IS27NC PO4C rO 8E OVER EXCAVATION MAY BE REQUIRED NEAR INLET TO EXISTING
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REL OCA SEE ST I I 2� RCP
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,, II ,NTNG ACS SIE
. EARTHWORK ESTIMATE: 45G CY FILL
REMAN OUR G GRADING
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I . i s QUANTITIES ARE BASED UPON EXISTING CONTOUPS AND ARE
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ESTIMATES ONLY. CONTRACTORS SHOULD MAKE THEIR OWN
s ! . ESTIMATES PRIOR TO SUBMITTING BIDS.
5. ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM
DENSITY AS DE I ERMINED BY ASTM D 1557-64T (MODIFIED- TO 3
LAYERS). ALL TESTING SHALL BE IN ACCORDANCE WITH
CALTRANS STANDARD SPECIFICATIONS.
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8. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF
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.,p.. ...o 865— .m_� UNDERGROUND FACILITIES WITHIN THE JOB SITE. HOWEVER
i1 `" ted•°' ftp ' °� ALL EXISTING UTILITY AND OTHER UNDERGROUND STRUCTURES
MAY NOT BE SHOWN ON THIS PLAN AND THEIR LOCATION WHERE
SHOWN IS APPROXIMATE.. CONSTRUCTION CONTRACTOR SHALL
- — , �; `yy ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR
lilt HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED
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FACILITIE AND FOR PROTECTING SAME DURING THE COURSE OF
.� � ,,. �6 �,� CONSTRUCTION. CONTACT UNDERGROUND SERVE ALERT U.S.A.. OF
�. SO. CALIF. 800 X42--24-44 TWO WORKING DAYS PRIOR TO THE
START OF CONSTRUCTION FOR ASSISTANCE FROM THE: RESPECTIVE
U11U'nES. ALL UTILITIES NOT A MEMBER OF U.S.A. MUST
ALSO BE NOTIFIED.
I
EIS77N TD RE�AAIN
4. Q I PCSI RONI A ST T9 GRADE
,.,.. . _ . °1 7. PROJECT BENCHMARK: TBM: 7 .1 R R
-� �. � ... ,� ` � ,� ``" `'~�y.. 8 � 2 EBA NTH PLASTIC CAP
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,� REWIRED �Y�'. . �: �-- �..,
� �.�. �. � STAMPED AVCP STA. 19+43.36, EL CAMINO REAL 30,$6 FEET
LEFT OF CENTERLINE.
REMOVE E,`I577NG CONCRVE Ht`ADWAd"- -_ r .. + � .. `�, 8. FOR CONSTRUCTION STAKING INFORMATION SEE PLANS FOR
PLIG END � EE.�°ISTING' .� " R. 6�'77� �` .` ,.,� °�.,, � `�'
�F 12 MINIMUM THICKNESS CLASS 8 PCC �
� � � �°,� � CALTRANS RIGHT—OF—WAY IMPROVEMENTS' CUESTA ENGINEERING
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"°"'°� `� � � CAL TRA A T INSPEC
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TY DURING C'01V57RUC77aN AS RMARE $ \ IN,
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` REVISIONS
PREPARED BY r
I NO. DATE DESCRIPTIONrLAN R
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GRAPHIC SCALE
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CIVIL ENGINEERING
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t$t(-,;T10N ( IN FEET
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PLANNING DRAWN BY DATE CSD JOB �NO.
979 OSOS STREET, SUITE
J,L. 06--10—93 930504
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re -' ¢ SAI LUIS OBISPO. CA 93- 1 CHECKED BY SCALE SHEET
(805) S*4-»-74 7
LE 4 ROWD ` J.F. 1. 20
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