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� W&VISQNS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
*fTwltw rC�4 it - !4 raVA" Y) CH /S. !9Q GW My ArAM L L . S. N!
.s. 1- -025 cox. /NT.'sEC. EL CAM/NO DEL HORIZONTAL �~ *�
A097F e , 04NCA/O .SANTA re A'D
I S.D. M WrZ r CIQ rR O C. 0073
ELCI�a 1f'y.4TG G!S'.C. �G.4. VERTICAL
cam" ;O �J fe f6dc•
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{ 6" P.V.C. SEWER MAIN
IA MANHOLE
LATERAL
SEWER CLEA NOUT CrYK 8)
4
LEGEND - WORK
TO BE WHIM
STD. DWG.
SYMBOL
-s-
5 -13
----�
5-3
1 (!O¢1 AfOTE!: AFL BE DDI AO Tn dE PE.9 C S.A. 4 -4 TM W
SPECIAL DISTRICT OO . , � AlD0Y1 {,r. 6�av4F,v
CARDIFF SANITATION DISTRICT PLANS PREPAOED UNDER SUPERVISION OF
DATE
By:. � c
• \
R.C.E. NO.: 11740
ENGINEER
DATE
S- o EXP. 9 -3e -1.3 If
"ALL WORK SHALL BE DOME IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN
DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL
STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS."
1) TRENCH WIDTH SHALL BE PER S.D.R.S.D. No. 6 - 4 UNLESS Olnr.nnrrlSE
NOTED.
2) PIPE AND BEDDING CM M'IONS
(A) ALL PIPE SHALL HAVE 4" %jL i ilj I OF 8/4 INCH r,rcu bnr.tt MCK
BENEATH THE PIPE.
(B) V.C.P_ AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF
PIPE TO fr . INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND,
GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- DRAINING GRANULAR
MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM
OF PIPE TO it INCHES MINIMUM ABOVE THE PIPE SHALL BE
3/4 INCH knuanr.lt ROCK. A.B.S. SOLID WALL PIPE MAY BE USED
ONLY WHERE PIPE INVERT GRADES ARE 1% OR GRATER.
3) AFTER COMPLETION OF PIPE LAYING , ALL MAIN LINE 5r.nr.na, SEWER
SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF
THE ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.
4) THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER S.D.N.S.D. No. 17.
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED
COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR
USE WITH 8 INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.
S) THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER S.D.R.S.D. No'$ 5 -13
AND 5 -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE.
6) THE CON STRU CT ION OF wi4 t rm i r; ANCHOR WALLS PER S.D.R.S.D. No .
5 -10, TYPE A
7) ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 38 INCH 1yNTMUM
COVER.
8) THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS
SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK.
9) ALL DESIGN CHANGES OF SEWER MAINS SHALL BE Arrnuvr.L BY THE
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
10) FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
11) THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION.
12) CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PUBLIC
WORKS FOR ARY EXCAVATION WITHIN EXISTING RIGHT -OF -WAY.
13) "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE
OF THE WORK.
14) THE CONTRACTOR SHALL AND nr.nr.t)r DOES GUARANTEE ALL WORK FOR A
PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE
OWNER AND SHALL REPAIR OF REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH
ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE
DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD
FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER,
ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
15) THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE
APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL
PUBLIC SEWER LINES INCLUDING SEWER LATERALS LOCATED IN THE PUBLIC
RIGHT -OF -WAY.
1) LIVERY ATTEMPT IS TO BE MADE TO MINIMIZE DRIVEWAY BLOCKAGE - BEER
SHOULD BE NOTIFIED PRIOR TO WORK - NO OVERNIGHT BLOCKAGE IS
PERMITTED.
2) EXISTING UTILITIES HAVE BEEN PLOTTED BASED ON u
PROVIDED BY EACH DISTRICT AND DOES NOT RELEASE THE CONTRACTOR FROM
HIS RESPONSIBILITY TO WORK CLOSELY WITH UTILITY REPRESENTATIVES AND
OBTAIN ADEQUATE MARK -OUT. CALL THE UNDERGROUND ALERT No.
1 -800- 422 -4133.
3) TRIM TO BALANCE AND TIE BACK TREES AS i.n�r.00ARY IN AL i teir i TO
SAVE.
r
THAT S THE ENGINEER QF W CALK - MA 7 Mf � r M I HERBY AECL �4,PE AW1 �
PtOJECT, TW'r 1 1404 EXEAV1SED RESPOAfSISLE CAWA OVER THE
DES/CN OF Me Ar0JECT AS &'rF /NED IN 6MCC7/O/V 6703 AF THE =• .•� •: •.
AdIACSS Aft Ar0Fj 1 GINS dDD46, AND TA/ 7W G1E81GN /_f
QUANTITY s Tz" rw a Llrx cor AMUMr awl# -as Alms 4V EA V MAP
187 L. F. = S&C/F/ CAT /CW3 NY 7W46 CITY W17 /.S C1'1VVI -WED TO A ;
MFWeW CAk V A" DOrVE Herr AWL /EYE Aff, AS ENG/A/EER OF OVAW, AV SHALE U
I EACH opr A/Y APESPb /AIL I Y MAP Pml/ECT 4c5 /GN.
1 tACH 0 Q
IfACH
- oRTE p W
�aA
W
APPROVALS CITY. OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
Z
RECOMM�EN ED APPR ED SEWER ; EXTENSION - OLIVENHAIN "o
c�T` S NEER 9 TH AVENUE BETWEEN RANCHO SANTA
DATE: DATE: - FE ROAD , E STR EET c g
_ WORK PROJECT NO. SHEET I • OF W
FILE N0.
." Ak . * - 33
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