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SEWER NOTES
.4SSE5SDP:S MM�° B� 259 /'�23
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I ALL WORK SHALL BE DONE 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
i PROVISIONS. "
PC P( I } _
`� ; 1 . TRENCH WIDTH SHALL BE PER- SDRSD NO . S-4 . 1 UNLESS OTHERWISE NOTED .
__ 2. PIPE AND BEDDING CONDITIONS ,
�.
.n.a. �. N>�Z �-. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE.
m iI I �r I —� �( I `� (B ) V. C. P . AND A . B. S . TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO
SIX (6) INCHES MINIMUM ABOVE
II g � P � �� THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE-DRAINING GRANULAR
MATERIAL
w it A \ la. y 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 SIX (6 ) INCHES MINIMUM
i I ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK . A . B . S. SOLID WALL PIPE MAY BE USED ONLY
i �___ _ _ WHERE PIPE INVERT GRADES ARE 19 OR GREATER.
Lu it _ 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES
SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS
I OTHERWISE DIRECTED BY THE ENGINEER.
Y MAP 4. THE CONSTRUCTION OF P . C. C. SEWER MANHOLE PER SDRSD NO. 17 . 1 . POURED IN PLACE MANHOLE
BASES SHALL e
I"= I 00' 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.
5. THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO ' S S-13 AND S-14. LATERALS SHALL NOT
DISCHARGE DIRECTLY INTO MANHOLE.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S-10 . 1, TYPE A.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH MINIMUM COVER.
t
G. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON ORIGINAL PLANS,
PR10R TO ACCEPTANCE OF WORK .
9, ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR
TO ACCEPTANCE FOR PUBLIC USE.
10 . FILL AREAS MUST BE COMPACTED TO 909 PRIOR TO PIPE INSTALLATION.
11 . THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGIN-
NING WORK TO ARRANGE FOR INSPECTION OF PROJECT.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF PUB LI C WO RK S FOR A Y EXCAVAT10N
WITHIN EXISTING COUNTY RIGHTS-OF-WAY .
13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK.
14. CONTRACTOR SHALL OWNEROANDFSHALLPREPA IROOROREPLACE
CAM��o ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING,
�L THAT MAY PROVE DEFECTIVE IN WORKMAN SHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD
WORK TO BE DONE FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR
AND TEAR,
UNUSUAL ABUSE OR NEGLECT EXCEPTED.
o _
IMPROVEMENTS STD. DWG. SYMBOL. QUANTITY
SEWE.P /U/.9rU//OGE
-5-17 0
\
Ld
I; A/4. Z " A"eZOR 7
�d SEG✓Clc' L.9TEl',9L 5-13 °�--� to EA y e 1/�
!//A DAL CEP,P/TO D.P P,9UE/�E�/T PESUn°fAC'/it/la //Y//y/�Y/ Z/O S,F. /9.367 C141VIAla DEG 119;�57(1/11.4
«/9} 744- -4/27 (619) 7,;e/®..53 :_j
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PRIVATE CONTRACT
�
PERMITS SHEET COUNTY OF SAN ®fEGi®
I DEPARTMENT"OF PUBLIC WORKS SHEETS Z I
REZONE PERMIT N®. IMPROVEMENT PLANS FOR:
VICINITY I
1
SPECIAL, USE PERMIT NO. RAY CHAVEZ
N.T.S. TENTATIVE MAP NO. SEWER EXTENSION
�6
CARDIFF SANITATION DISTRICT ICT u TY APPROVED CHANGES BENCH ARK z ,...
CALIFORNIA COORDINATE INDEX
No. Description Approved by Date
- - DESCRIPTION: S..D.CO. BM. 0.C.-0039-1��" PIN IN CONCRETE Approved R.J.Massman a in er of work
?•11• DIRECTOR OF PUBLIC WORKS � �
- A, ACC®C,gTE ,5C�rr/�'.�'L/ ON TOP DECK 4'X6' BOX CULVERT 1' W/O E H'D W'L ,
APPROVED- VALID FOR , YEARS FROM DATE (C��17 '�- LOCATIOWINT. RANCHO SANTA FE RD. 8 ENCINITAS BLVD. 8 R�,
iI RALD R. LAt4ris RcE 33220 z
MANCHESTER AVE, I
I!` Grading ,
`` °`®J;, I Y lC93 RECORD FROM:
-S.D.CO. B.M.
DATE 77.69
EIEVATIO�: —DATUM: U.S.C. �' G.S. Permit Pra.
®acs
_ FILE NO.
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S6iEET COUNTY OF SAPS DIEGO) Q
II.F t\ DEPARTMENT OF PUBLIC WORKS SHEETS ZM
IMPROVEMENT PLANS FOR: _j
7 N. 72oe7 V'W' ���®� I
NOTE
lo. �l. /5°�/S9•E" 20.5.00 � ��•
TI : ���cT e®��T/o�v o�° ��isTi�� T I � I
/80.9®, U/110�i���PO�/�U® (�T/C/T/E.� ®!�L® OT COUNTY d�PPROVE0 CHANGES BENCH MARK
4. N/5°Q3�/3 E. �D�®®�
17- IS //'7��C.®�T� �G Mo. De3erFDlinn Approved by Date � y
3. Al /s° 3/3'E Z®D.OD' �C'®. .� �'�'�✓�',� -c t®- �� DESCRIPTIO d —SEE SHEET CVO I Aecommirinde„or
approval: Approved
Z. /N. <, e®i�/®� T® C®�.�`T���'T/®�
LOCATION. SUB®IVlSIOAI EWGIfdEER DIRECTOR OF PUBLIC WORKS ��
N 15 Q3 13 E". Z®DOD PI/C.
NO. BEARING RADIUS LENGTH REMARKS En�Fw�,of w®.�
Chocked by:
RECORD t~Rb�:
/ Approval dace:
ELEVATION: DATUM: 1
0 SEWER T H ALD R. LAN S RCE 33220 ;
--3-o--
FILE NO.
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SHEET COUNTY OF SAN [DIEGO I
� I � ®EP,�RTI�ERdI� OF PUBLIC WpI�fi�S SHEETS
IMPROVEMENT PLANS FOR:
RAY CHAi/EZ s Lo
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COUNTY A F�t�VE® CI-dAi�CES Ef�I:�H MAF=36�
No. Description Approved by Date �y °�° _
DESCRIPTION- SEE SHEET N®. I � Recommended for approval: fapproveal
CD
�. ti/5�4/1-39 G /93.7!' SUBDIVISION ENGM DIRECTOR OF PUBLIC WORKS
LOCATION:
1 N 72'Z7.5/ 14 910.2�� 8., .°!/C. Enginoar.-6f work: Chocked by
RECORD FROM: �� � _
�. Approval date:
NO. SEARING RADIUS LENGTH REMARKS EIEVATIOk: DATUM: r° s -.
°� HERALD R. LA IS. RCE 33220
e)(D. 6-30-9 1T4 FILE NO.
i
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