1615 j
WORK TO BE DONE
IMPROVE CO/VJ /T OF 771E L W/M^s FOCO WORX M aEOa4& ACti'ORD/NG WATER NOTES SEWER NOTES ' GENERAL NOTES
TO THESE PLANS, THE CURRENT %WD/EGO COUNTY ENS /A/EERQEA4RTMENT
STA#DAI?D SPEC1FICA770,VS AAID JPECIAL PROVIS /OHS FOR IMPROVES N7'
OF SUdD/VISlav STREETS AMD 47AAI0ARD REFFEREACE DRAWINGS.
1. toter works Shall be constructed in accordance with the Standards of th "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS FOR ANY WORK
IMPROVMENT 5TQ. DM .* SYMBOL ivenhain Municipal Water District Contractor shall have a copy of t CONSTRUCTION, LATEST EDITION, THE
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD WITHIN THE STREET RIGHT - OF - WAY. /
s ndard specifications on the job site at all times. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO
REGIONAL STAN- 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARDS AND AS
CO NSTRUCT STRUCTURAL SECT/OAI DARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS. "
(PER GENERAL MOTE #2) 2. N rk`nlay begin or proceed without direction of District's Inspe or. APPROVED BY THE
MATERIALS LABORATORY.
/ Inspe tors scheduling must be 24 -48 hours in advance of work 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CON -
F�LL &OPES (0 :0 2. PIPE AND BEDDING CONDITIONS. STRUCTION OUTSIDE OF THE PROJECT BOUNDARY.
CUT SLOPES 3. Where a rations and grades are not shown on the water main profile, to of pipe
profile 48 inches below center line finish grade of street. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH
THE PIPE. 4 • ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, CON -
NECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING.
CONSTRUCT LINED 5R0W DITC# D-75 (TYPEA) => 4. Install am imam 1 -inch water service to each lot Meter to be to te'd 5 feet (B) P.V.C.
AND A. B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS
MINIMUM ABOVE THE PIPE SHALL BE 3/4 " CRUSHED ROCK. A.B.S. SOLID WALL PIPE
from a side of line. A 3/4 » high letter » W » shall be chisel din top Of WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE
/AISTAU S VC. SEWERCIAIE S-4 (7Yp' C) -S- existing cur or imprinted in new curb at all water service rossings. MAY RE USED ONLY WHERE
PIPE INVERT GRADES ARE IX OR GREATER. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE
1#57 - - AU 0,40#06E S - 17 Q (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX CONTRACTOR
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY
S. Manual air rele a shall be installed at all high points and ow -offs at alt INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4"
CRUSHED ROCK. A.S.S. SOLID SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
IN57AI-L 8 "PV.C. AWWA (C900) -1M low points in th water main profile. Fire hydrants may be sed in lieu of a WALL PIPE MAY
BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MFT EY WORK TO BE DONE SHALL BE CONFIRMED
WATERL INE manual air releas or blow - off when located at or near h h or low points.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND BY FIELD MEASUREMENTS PRIGRt
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLO-
AC /'.9V /NG °,i: 6. Unless otherwise not d, connections to existing mains sh 1 be made dry The STRUCTURES SHALL BE TESTED
IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL C ONSTR EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES NECESSARY AH OF
time and duration o an Shutdowns of existi stains Shall be subject to LOCATION OF EXISTING FACILITIES.
BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS
ARE NECESSARY BECAUSE OF ACTUAL
'`A& Ti91N/NG a/A4 A. y q
approval by the Distr t. District shall be notifie two week's minimum in
G" AC BERM advance to any shutdow 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD No. 17.1. POURED IN PLACE MANHOLE
BASES SHALL BE FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEP- 7• THE CONTRACTOR SHALL NOTIFY
THE SAN DIEGO GAS 6 ELECTRIC COMPANY PRIOR TO STARTING
Contractor shall coordina a with District all art gements for high lining, TABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S
APPROVAL. WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
,
temporary services, etc. for to shutdowns. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 AND S -14.
LATERALS NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTAL -
/4TER ORPROVEMENTS PER OLIVENNAIN M .W.Q. STD. DWGS A ORS CS. SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. LATIONS" FOR
LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES
7. Line valves where required a street intersec ons shall be located on the CONTACT SAN DIEGO GAS 6 ELECTRIC
COMPANY, TEL.: 232 - 4287 Ext. 1658.
B 8. prolongation of the street r ht -of -way when er possibl 6. THE CONSTRUCTION OF CONCRETE
ANCHOR af ALLS PER SDRSD N0. S -10, TYPE A.
CauS /0A1OFP(XYVIAMCgl 9@JDE,M/ATE� MAIAIJ', 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR
.'f/.ZE TY D C4ASS AO NOTED 8. Fire hydrants, as approved by the ognilant F e District, are to be Installed COMPANY FACILITIES
AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
E e aNa v, at locations specified by the Fir Distri Construct 4" concrete pad, 3' 8. THE FINAL LOCATION AND ELEVATION OF SEWER
AND WATER LATERALS SHALL BE SHOWN ON ~RI-
NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTAL -
CO A/STi7UCTI0A/ GATE VALVE AS�3�60ftY, BdZE square certered on hydrant. GINAL PLANS, PRIOR TO ACCEPTANCE. FOR PUBLIC USE..
A A/ D TYPE A!! MO CATIONS" FOR LOCATIONS OF CABLES AND APPURTENANCES CONTACT THE PACIFIC
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING TELEPHONF. COMPANY,
TEL.: 298 -0595
COA/S70X77W OF AZZC A#rASSEMN -y _ .F.'N 9. Contractor Shall review all propo t nch wolh with CAL OSHA. A copy Of PRIOR THE
ACCEPTANCE FOR PUBLIC USE.
exemption letter or trenching permit, required, shall be submitted to the 9 . IT SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, AD-
C�tIS77IUCT/dV ac a OW -QF EMN-Y O District prior to construction. - 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
� VISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED.
I1. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 HOURS IN ADVANCE COA/STitZ(/ OFMAAXlAL AX 1-Y
M i0. Revised Standard Specification to Ster ization, Section C -1 to read as OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT.
17. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS" FOR LO-
follows: "... a Chlorin! concentr ion of pp ro xislately�5fl ppm or that which CATION OF CABLES AND APPURTENANCES
CONTACT T.M. CABLEViSiON, TEL.: 436-3693
12 CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF PUBLIC WORKS FOR ANY
CbAVSTIt OF P/0ic .0/0 l0 X TEE --- wi 11 provide a minimum residual of pps in a parts of the line after 24 hours . EXCAVATION WITHIN EXISTING
COUNTY RIGHTS -OF -WAY. 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" ROVE-
FL,4NGE VALVE have elapsed. DV
ROVE-
"AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. MENT DRAWINGS. ALL SOURCES SHALL BE
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR
COA/ST,eUCTIOM OF ALL /� EE 11. All existing facilities which y effect final esign, i.e.; line crossings, WITHIN
EASEMENTS DEDICATED TO THE COUNTY OF SAN DIEGO.
line paralleling or propose corrections sha be field verified. All 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL
WORK FOR A PERIOD OF ONE YEAR AFTER 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS >
CWSMUCTIdN OF P/O m55 existing or proposed utilit s crossing or withi 10-feet of proposed water THE DATE OF ACCEPTANCE OF THE WORK
BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR TO BE PAVED.
st
REDUCER? ains shall be shown on i ovement plans. ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN
SO DOING, THAT
COA/STie(!C7)ON
- MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM 13. THE CONTRACTOR SHALL NOTIFY
AND OBTAIN APPROVAL OF THE ENGINEER PRIOR TO MAKING CHANGES
CON
OF cAPASrsEA�ecy m 12. Valve boxe s ha l l b e Sou al cast iron lid and erase ssembly, type CV-8, as THE DATE OF ACCEPTANCE WITHOUT
EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, IN THE FIELD.
y y Foundry or Alhambra ndry Company Ltd., UNUSUAL ABUSE OR NEGLECT EXCEPTED. 14, C = DeAlAIS SNACL
W CERTIFIED 45Y ME "IS EA161 70 VAVE A PS
COAST S OFIYATFreIm"CE Identification marking for lids per District direct S. YEAR SERVICE UFEF-0R7!•/EPAR71CMAR$014
4!40C4TI0N SA/OWAIOVTNEPGAA/S.
' = PUW -DA/ OR MECHAAIC4L J01AIT 13. Internal ferrous surf ces of all valves exposed to water sh 1 have a certified ,, 7VIS
CERTIF /CATION SNALC dW AMOC PRIOR 7*0 TI/E /NSTAUA7ICW OF7)VE STORM
factory applied epo floating not less than 10 ails thi DRAIAI.
14. Unless otherwise hown on plans, all valves 12" and *--al r with static " 15. PRIVATE RQAD IMPRVV6tAM7S
SAIOWAI A/EREOA/ AA'E FOIP /A/AL'W" OVLy
pressures of 200 si or less will be Aa3rican -- 80 CRS, Ktnne Ken -Seal, or CDIJAITY OFF /C/41- S/GWR/RE HEREON
DOES A/OT CONST/Tl/TE APPROVAL OAP
Mueller Resilie seat gate valves or District, approved equal. 1 valves 14 IPE SPQAIS/61U7Y OF'AA/Y KIND FOR 7#E DES /6N
OR COMfTRIJCTIAN OF TWCW ;t
and larger wit static pressures loss then 175 psi rill be Prat or Dresser
Butterfly Va es or District approves! equal. All other valve shall be P'?/I/A7Lc //►/pROVEMEAJT:3.
a
District ap oved plrg valves. Al.. valves at-an be in acct nce with
O.M.W.D. op cifications.
15. Water se ces for all ecru srcial s!eveZol+ae trs shall hsve an approved ba kflor► {
prevent n device on cuctrTer'a Side of !!as aetnr.
16. Contr for shall submit for Distrtct reviet -, u- iLfactcrer's catalog cuts /s
E>t/ T 60'PRlV�1 RC)Ar!7 F- ASEA�IE�t/T draw go for all items of work prior to installation. DEt�,.A wnm OF RESPONStI�..E CHARGE
� 17. Wa r system completion shall include ...rstallaticn of H&C 431 tooter box at all 1 HEREBY DECLARE THAT I AM THE ENG/AJEER OF WdiQk fi'7NP
N/S PROJECT.
c b s tops l or District reproved eq +sal. 7M AT jr NAVE EvERCISED RESPONSIBLE CHARGE OVER 7NE DESIOAt OF THE !T /5 AGREED
THAT FJELD Ct��UD /TTOrtIS �i/�4Y REQU /RE CHANGES 70 Tf/ESE AC,4NS. y
' /O' !O' - PROJECT AS DEFINED /A/ SECTION 670a OF TIE dl/S /NESS QNQ �°ROFESS/OA/S
CODE,ANO THAT TA/E DESIGN /S CONS /SMA/T W /TH CURRENT STANDARDS. /T /S FUR7746P AGREED TA/AT THE OWAIER 1rDEVEI.QPERJ
.WALL N-4W A REGISTERED
C/V /L EA/GIA/E'ER MAKE SUCH CHANGES, AL 7EPA710NS OP ADD1770 I t 7b 7;IESE PJC.4A/5
1 UNDERSww THAT TILE CA/ECAY QF' PROJECT AIPAWIAIGSQMD ,0 WA110-1 TIE D/REC74R OF' P(/BLAC W5tCW DETERM/A/ES SIRE VcCESS4RYAN0
DLr$1,e 4Z
WA TER SYS 7CM IMPROVEAfF TS ARE !sy TtI COUA/Ty OP SAN DIEGO /5 CO&FIA/ED 70 4 RE VIEW OMLY AND DOES AR- FOR 7i/E PROPER'
COMPLETIOAl OF A49 IMPROVEMEA179.
NOT PART OF Till /S Pl-R/V. REC.IEVE ME, AS ENGINEER OF WCWK, OF MY RE5PONSISILIT /E'S FOR
2x *9 2•' I fUA?TI/ER AGREE 70 COA,IMEA/CE WOW OAI AAiY 14#;eoVEXEAl713 S<lOwN OA! 7'I,IEgE
PROJECT DES /CsAI P4 AA15 WITH /IV EXIST / COUNTY R /654T- Ac WAY W17WIV 60 D4Y3 AFTE,P /SAMA CC
• p�4 DATE 713 7 ar 77,/E CO A/s TRUCTIOA/ PERM /T AND M PURSUE SUCAI NIt�RK ACTIVELY ON EVERY
:1 •��� dy ; `" NORMAL WO�elelAIO DAY UNTIL COMPLETED, /ZeE$/cL VC AND 1&DEPENDENT
UCTCJA?AL S CT/Od/ 17C.E' 29577 OFA OTHER WORK ASSOCIATED W /TN Th/ /9 PR0%r6CT CAP ClwaP MY COwTR04.
GEwEA ?A 1clOTE +�`2 WAYNE FMW
TYPICAL C ON-No SCALE Q
B T,y OWNER 06 CE f ROSC"A�PY 61-la IA/
' STA .10 + TO STA.13 +00 sr. ADDRESS : P.O. dox 30/6
OL/VEVh/A /•t/, CA. 92024
1
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EXIST Go " ATE ROA EASCA�lE g` _� SITE a.P. 990 10 - 026 -10
JO' i ' 10' 20' s r. ,/� � S a� .
No. 29577
IVIV
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„ � it -, �- -- - -- - _ ___ __ _ _ _ . _ _ __�_ . ____.. __ _ __ 3
COUNTY OF SAN DIEGO
STREETS• I ) LDEPARTMENT OF PUBLIC WOF 8 "EE7 s
• �&" GWTE. /LI � F1� -BUILT SEWER REZONE PERMIT NO._ IVIA
R.C.E. 9077 - -- GRADING PLANS FOR:
TYPICAL SECTION - No SCALE 1A/S PIEC770A/ ey' � SPECIAL USE PERMIT NO. NSA- - - PUBLIC SEWER
4
STA.14+00 TO CAJL-DE-SAC PJ EGIAtme OF WORQ' AJ�A*rAI E PA S CO PA TE TENTATIVE MAP NO. N
C) COUNTY RCE E9577 ExP 5/3!/9/ /�� -- - PRIVATE ROAD PLAN N�
WATER DISTRICT SECUR REQUIRED: SEWER DISTRICT COUNTY APPROVED CHANGES BENCH MARK L LIFORNIA COORDINATE INDEX _
OL IN MUNICIPAL WATER RtCT CARDIFF' SANITATION DIST R iCT Ne. o.x�,�a1 App roved er o n.
❑ y -- ampit►Tioa CN /5ELED S OA/ R/AM OF . COA/CRE'TE A.wv"d G. M BOWMAN -- Ent""" of week Q
W WORKS AP AL A5 81/ SEWER PLC �•�' DIRECTOR OF PUBLIC WORKS
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5EE SHEET 2 - - - -
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APPROVED vr: BOiYL.E CORPORACf10N Cc•tRrry
p RECORD FROM COUNT CT'S CO LNG ENGINEER i�F LQ B A JA D omme�n
de for approval Checked by - ^- - �
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COUNTY OF SAN DIEGO 3 =
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COUNTY OF SAN DIEGO �
SCALE 1 "= 40 qY :. YES 3
x�/ / J`, ! Or DEPARTMENT OF PUBLIC WORKS Z
�� ND. d aR BRG RADK/5 LF�GTH Ct7 MHEH1'S * �y /,� ;' � ❑ NO X1, L'1
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% `V Gj� p.• 3 35 °/l0'5/" 50,00 30.79 E P / h ' '', ' DEPARTMENT OF PUDUC WORKS
OD' 33.108" 4p / \
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