1990-91 R (Plans) GENERAL NOTES
WORK TO RR DONE:
1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF 11. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E.:
D ONE ONE ACCO CON =1ST THE FOLLCAMINO WORK TO RE.
TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. LINE CROSSINGS, LINE PARALLELING OR-PROPOSED CONNECTIONS SHALL ✓ COUNTY
E D A ENGI R N TO THESE E P THE CURRENT IC
BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITIES NT
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH PUBLIC ROAD CROSSING OR WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
N S PECIA L PROVISIONS S FO OSTANDARD 11EPERENCOR ENT RINC OVEAAENT SUBOIVNNON
S, STANDARD SPECIFICATIONS
STANDARDS AND AS APPROVED BY THE C /TYfiFNi9 V"A'. SHOWN ON IMPROVEMENT PLANS.
KMETSAEDRAWINSS
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 12. VALVE BOXES SHALL BE INTEGRAL CAST IRON LID AND
FRAME SYMBOL DESCRIPTION STO. OWB.
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT ASSEMBLY, TYPE GV -8, AS MANUFACTURED BY SOUTHBAY FOUNDRY OR
BOUNDARY. ALHAMBRA FOUNDRY COMPANY LTD., IDENTIFICATION MARKING FOR LIDS
PER DISTRICT DIRECTIVES. A.C. M/ 6" A8. EASE 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT
-OF -WAY SHALL /
BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF 13. INTERNAL FERROUS SURFACES OF ALL VALUES EXPOSED TO WATER SHALL
BERM, CURB, CROSS GUTTER AND PAVING. HAVE A CERTIFIED FACTORY APPLIED EPDXY COATING NOT LESS THAN / - - --.
CONSTRUCT STORM DRAIN 0-60
10 MILS THICK.
CONSTRUCT RI► RAP ENERGY DISSIPATOR 8 -40
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12" AND SMALLER ✓oiN
ixitr ^I�
aoAO_.. -� Q `� CONSTRUCT CONCRETE DITCH 0-16. '
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE WITH STATIC PRESSURES OF 200 PSI OR LESS WILL BE AMERICAN -
0
NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. 80 CRS, KENNEDY KEN -SEAL, OR MUELLER RESILIENT SEAT GATE
a Z B' PVC -150 06ositersties etAUrHw ► YCH►IIAlNMISIHMWfA'AR41W Ja W
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY VALVES OR DISTRICT APPROVED EQUAL. ALL VALUES 14" AND LARGER
p � 5 �� �� �� •40 meow
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WITH STATIC PRESSURES LESS THAN 175 PSI WILL BE PRATT OR
A co 8 =1 CeMaTMMC7NM K c IMG
t, il+tE[ ilnE .cSws AS./MMRSD
OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. DRESSER BUTTERFLY VALVES OR DISTRICT APPROVED EQUAL. ALL
t 7 �� �'` �� ��;" Y:. " •'-
OTHER VALVES SHALL BE DISTRICT APPROVED PLUG VALVES. ALL l
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO VALVES SHALL BE IN ACCORDANCE WITH O.M.W.D. SPECIFICATIONS.
llMatsietiee 'et�1M"M/M.I�
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO Z 0 I ¢ .�� �..�ii.,•
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY 15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL HAVE AN
,
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF
2 -y-r- 'e�Nl7il«GTrbtt YSMK s
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO WATER METER. I Q �� .
PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION ]jl sjlMeretioa et 66 aHyilr,
40� P.N. le
OF EXISTING FACILITIES. 16. CONTRACTOR SHALL SUBMIT FOR DISTRICT REVIEW, MANUFACTURER'S B•0-
CATALOG CUTS /SHOP DRAWINGS FOR ALL ITEMS OF WORK PRIOR TO /O / 2 �������ttrsttss' et ►ter•aL['+iesisily
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 3 ELECTRIC INSTALLATION.
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND VI 'OCesstf'rstisw of sasral Air gel*"*
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 17. WATER SYSTEM COMPLETION SHALL INCLUDE INSTALLATION OF H&C 437 //
_ M I .:' �. valve soses►lr
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT METER BOX AT ALL CURBS STOPS. OR DISTRICT APPROVED EQUAL.
ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF
I M OE ter of //0' x .P/0 x [lase tee r/
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES -� - -- �� �■ t •valve,
1a ^! � '1M >. Push•On or M••hawl•al Joint�
CONTACT THE SAN DIEGO GAS d ELECTRIC COMPANY.
TELEPHONE: 1- 800 - 422 -4133 Censtnatles FG •p &seesbly
5i►6 S,�/rLT�
8 PRIOR O TO R ST R ING WORK NEAR COMP NY " AND ° M S HALL DECLARATIO14 OF RESPONSIBLE CHARGE KEY MAP ` /^'Q �--- --
-� '� t ti.. of rates •eri►ie•
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ��..1.• �Cenreevstles e[ water PasP1s point
ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
OVSR Ls1Y
CABLES AND APPURTENANCES CONTACT THE PACIFIC PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
Y gyp * lu►TB�I IrH*>AOVnR><ITT! M OLIYITIIYAIM M.M.D. lTAlIDA111,,
TELEPHONE COMPANY. OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND NOWITIOATION AND
/OR DIMWIWM. .
TELEPHONE: 298 -0595. PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS. I'� j...... SHEET NUMBER
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND .......
LOT'LINE C1C•t. ...... CA7 /Q4B /N
- �
AND BEAR THE COST OF RELOCATIONS, IF NEEDED. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW OKAhY
0 / aec7rav LE G E N D � '
ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY -'- •••• SWEET NUMBER LIMITS 0 STR49er41rsWT
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND RESPONSIBILI ES FOR PROJECT DESIGN. •'
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURT _ "' "" SUBDIVISION BOUNDARY, - ��.. SUBDIVISION
601NN1ARY -
CONTACT or"a VS/O/V OA04N TELEPHONE(' /P� NANCES 7! / -x1?1 BY: �� DATE: /ed-00
-♦ FIRE HYDRANT
(JQMIES 3700)' - CENTERLINE
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN FRED J. CLAW _
ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE R.C.E. 28467, EXP. 3/31/9¢ °* 5iw1FR EASEMENT
PROPERTY LINE
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS
DEDICATED TO THE COUNTY OF SAN DIEGO. ,z ♦ """ STREET NAME ( TRAFFIC SION sMO - - - -- EXISTING
CONTOUR
r �
T
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE * I t �
EXISTING ELEVATION
RELOCATED OUTSIDE THE AREAS TO BE PAVED. lcNP.3/J /�lf�r"
/t- ,? IlTit/ oy�LkAiT/ AfffT�' /MisNALLSfACYiwtoL�'f//ISOdYiVi ri Clvl!.. / PROPOSED ELEVATION
OLIVENHAIN MUNICIPAL WATER DISTRICT 9t� PROPOSED STREET SECTIONS ,c
° C DRAINAGE FLOW
GENERAL NOTES R/W ep ¢o' P�eiv ,elolA �A�Fn- ,aHrni7
� - . - M` - EXISTING EDGE OF PAVEMENT �
/ CEKT/FY THAT r4AW 1 /MfflnVL`M 7� AS 6l<IaWN ON 11 MAX. 1:C LY MAL TF ' TOP OF PAVEMENT
1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 40 A
DECEMBER 1987 STANDARDS OF THE OLIVEHAIN MUNICIPAL WATER 7 PLAN .SA7 1E0 TNOAPJ%Q4114 M6PV7S AS STTA7=0/NTK c000 rasraiGO
TG
F /NAL NOT /GL OFAAWAWVAG FaR TR4Crd1 -23/ AINO rz/G 67ANOAA5 VaCIXYA049MOCYOF i R x Tyr TYPICAL
DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD rOAF PR/VA73F 5rAFXfi W. / r /fit 9x,STeV6 SiiCT /OW M.O►1WA111/B
SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. SLOPS V� FLOW LINE
i � CAi � ff I
2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S F TNa'� AS
INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN INVERT ELEVATION
/ R.C. A816 7 A4 7W 4 "RCAC
ADVANCE OR WORK. 614W vALX ' 4CA.C. avaw ® ,dc -_ l � CUT SLOPE 2:1
G 7YIiF iri ?�
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN Rte /ENE i7.le FOiCtili4NGL� /TNPpiVArE S7aeE�TSYANGkiaGtS G'A A CLAa*2ffr .
® IIIUt
(0 - VAL4M rBST t G PER NOTE 2 ( PUBLIC a FILL 2:1
PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE C!/RQ /6!/TT6R
�AOIf 779 C>�STRVCrro✓) ROAD STA AMY. 4" « rw
FINISH GRADE OF STREET. G « �
DRAINAGE DITCH PER;0 -75 '
4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO Cr R. Gi4TE ` 'T t
Bee LSHALL BE C S EDWIN A SIDE TOP OF L EXISTING CURB OR IMPRINTEDTIN u A / LANE' '- ~ j i g " 11NE
" P A *61,J \
NEW CURB AT ALL WATER SERVICE CROSSINGS. MQNCF7ESTER AVENI/E /vo 2544449 - _ l8" PUC GRAIN PrPd
5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND IT IS AGREED ZNAT FIELD CONDITIONS MAY
REOAK P ES 10 ��!
BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE THESE PLANS. 4A]
HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -
OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. C ARDIFF SANITATION SEWER NOTES a IT IS FURTHER AGREED THAT THE
OW (DEVELOPER) 94XL WK A \
(SEE SHEET 3 OF 4 SHEETS NT : Ur REG
4 ISTERED CIVIL ENGINEER WAKE SUCH CHANGES, ALTEARTHM 0
6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL ) ® V Z A801TNRK TO THESE PlJlNS
MNICN TIRE DIRECTOR OF PUK1C IRNNK
zo Z
BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF Q 1 OE MINES ARE NECESSARY
AND DESIRABLE FOR THE PROPER
EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. lMyAx, I 1 �t�HL r COMPLETION OF THE
IMPROVEMENTS.
DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE TO ANY A INS
SHUTDOWN. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPBOVM*TS SNRIRN OH
2% A THESE PLANS WITHIN EXISTING CITY RIGHT -WAMY NITNIN Y BAYS
CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR WAMVAA IB! OKYAIMB! G�3' AFTER ISSUANCE OF THE
CONSTRICTION PERMIT AM TO NIRSBD SUCH
HIGH - LINING, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWNS. k WORK ACTIVELY ON EVERY NORWAL WORKING SAY
UNTIL COMPLETER,
w
7. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE ADDITIONAL NOTES 4 IRRESPECTIVE AND INDEPENDENT
OF ANY OTHER WORK ASSOCIATER
� AR>F7F� � ���� � � ,� WITH THIS PIDJECT OR UNDER MI' CQITROI.
LOCATED ON HE PROLONGATION OF THE STREET RIGHT -OF -WAY R
WHENEVER PO�8 -18LE. Nh7n/C cAMMC w. ort CL W
OWNER.
REEDER DEVELOPAIENT INC.
S. FIRE HYDRANTS, AS APPROVED BY THE COGNIZANT FIRE DISTRICT, ARE 1. Contractor shall schedule a preconstruction meeting by calling C T
RRAC� ADDRESS 181 VIA TAZON. SAN DIEGO, CA 921 27
TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. the City Engineers office at 619- 944 -5078 and shall provide at -
CONSTRUCT 4" CONCRETE PAD, 3' SQUARE CENTERED ON HYDRANT. least 48 hours of advance notice of such a meeting. A PR
/ VA TA'
9. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL kb LIE. ASSESSOR'SPARCEt-
259 - 83, 259 210 - •16 L'1
OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF P. PRIOR T'17 CONSTRUCTION, THE OLIVENNAIN MUNICIPAL WATER psrAsCT ®
SroRM DRAIN Sr. V�
REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO MUST APPROVE TNS CON5TRUCTION PLANS op THEIR RAcl6-ITIES. IMF
56wER
14
CONSTRUCTION. ® WAT6R. 3
10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C- � �.
1 TO READ AS FOLLOWS: "...A CHLORINE CONCENTRATION OF A5 BU I LT � ~ �� `�� JAMFS SAN DISTRI
- TAR oig �
CARDIFF I
APPROXIMATELY 50 PPM OR THAT WHICH WILL PROVIDE A MINIMUM c� c POTABLE ER WORDS A
M
RESIDUAL OF 25 PPM IN ALL PARTS OF THE LINE AFTER 24 HOURS 44 P p Z
HAVE ELAPSED. a: AP/1BAd E� CON MATH
No. 28467. A//MYEB BY: m �1 / f Cf� CORM/INI� FAIN!![ W
WARRENS R, DISTRICT AGI *R , ll� .g►2.
P'R c c.ARK E:
7/4/13 K7 CIVIL ' C4 K '� 96467 BATE' R.C.E. t OATS M Z
REVISIONS APPROVED DATE REFERENCES DATE( SCALE F(,Q� /.,SrI� /Gyr ASV AM r
CITY OF C:. EM AS PUBLIC /ORKS dEPARYMENT DRAW)NG N0.
�I /7 r6- rd>•C� T A /cc,�oy, j" o /v/e>,,4o ��>• PLANS PREPARED UNDER SUPERVISION OF AP' VaD
, • z • A rs - ; /MPRl�V�M�/VTPLAMS f?7it: TG - �3/
WArgg A y.0.
10 0/0 &VCY /TA M- HORIZONTAL 40 DATE BY: ,.� .r L[e y
VERTICAL AID W 10 7.
J 9D R.C.E. NO.: DATE: s-c - SML ENCIN17AS TRACT 88-4r3� 3 -R
BLEV' ®3.52AN07 DMTOMIIAHI�M qq�r ,% EN ER EXP. 3S A,S+Er WORK PROJECT NO. SHEET OF
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REVISIONS APPROVED DATE REFERENCES DATE( SCALE
VIL APPROVALS CITY O F INMA8 PUBLIC WORKS DEPARTMENT DRAWING N0. d
PLANS PREPARED UND N OF APPoe0V &7O /MPROVEME/VT PY.A/VSR�R
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VERTICAL ENGI R.C.E. NO.: R DATE:
EXP. 3�/�9� R.S. WORK PROJECT NO. SHEET 414 OF