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CONSTRUCTION NOTES
(D REMOVE EXISTING AND INSTALL SEWER HOUSE CONNECTION AND CLEFNlUT PER O.Jll STD-406-L.
(V REMOVE EXISTING AND INSTALL NEW 8" DIAMETER V. C. P. SANITffiY SEWER HAIN.
@ REMOVE EXISTING SEWER MAIN EMBEDDED IN EXISTING MANHOLE
BASE AND COl'l£CT NEW SEWER TO EXISTING MANHOLE BASE USING THE Sfl1:: OUTLET.
@ REMOVE EXIST!~ AND INSTALL NEW SEWER MAIN CLEANOUT PER CNB STD-400-L AND DETAIL "A" HEREON.
10'
S.S.C.O. COVER
SECTION@
2' 5.5.C.O. COVER SHALL BE i---"----1
ADJUSTED 2" HIGHER THAN ~I I ADJACENT FLON LINE
FLOH LINE SIDE CLEARANCE TYPICAL
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1 ", ~COVER J ~r MAX.
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8TH STREET
REF. F.B. 510 SHEET 96
B.H. t IE 3559 El.EV. 5.99 Ii E'LY MEDIAN IN STREET LIGHT BASE
DATE BY DESCRIPTION
REVISIONS
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3131/93
GENERAL NOTES
I ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDFRD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANllffill SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,• 1988 EDITION AND SUPPLEMENTS TO DATE.
2 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL 1£ RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING CONSTRUCTION.
3 STATIONING REFERS TO THE CENTERLINE Cf" SDl:R HAINS.
4 THE CONTRACTOR IS ADVISED THAT A SI.JBSTOOIAL PORTION OF THE SEWER HAIN TRENCHING WILL 1£ IN A NOI\OHSIVE SANDY SOIL.
SHORING SUBHITTALS AND PERMITS WILL BE REaJIRED FOR TRENCH EXCAVATIONS GREATER THAN 5 FEET DEEP PER SECTION 7-10.4.1 OF THE STAN~ SPECIFICATIONS.
5 SEE A-5136-S FOR CONSTRUCTION OF ALLEY IMPROVEMENTS.
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RP~,DQ,,tl SElG IMPROVEMENTS OF R.LEY 242
FIRST ALLEY HEST OF 8TH STREET •PUBLIC NORKS DIRECTOR
R.E. NO. ('2..645' JUST NORTH OF BALBOA BOULEVARD DATE Jo(. v /, /9t'II
DESIGNED DRR~N CITY OF NEW~O~T BERCH 5-5135-5 SL FT
CHECKED DATE PUBLIC NORKS DEPARTMENT SHEET l Or I LD /19191
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