1988-8352 R VOID (Plans) i
GENERAL NO'T'ES OLIVENHAIN MUNICIPAL WATER DISTRICT WORK TO •E DONE:
1. A PERMIT SHALL BE OBTAINED FROM THE UTY DEPARTMENT OF GENERAL NOTES I MPROVEMENT P IMPROVEMENTS CONSIST Of THE
FOLLOWING WORK TO BE I
TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. ` I R DON ACCORDING TO THESE PLANS, THE CURRENT SAN DI
?. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH P(/BL/C I DECEMBER WORK
ST DARDSSOFUTHEDOLIVENHAIINNAMUNICIPALT� CITY O F E N C I N I T A S TRACT 8 7 -0 41 V V L. I AN COUNTY SPECIAL D
IMPROVEMENT PROVISIONS FOR OF SUBDIVISION
ROAD STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY.
3. APPROVAL Of THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE
STREETS AND STANDARD REFERENCE DRAWINGS.
APPROVALOFANYCONSTRUCT IONOUTSIDETHEPROJECTBOUNDARY. STANDARD SPfiCIFICATIONS ON THE JOB SITH AT ALL TIMES.
* WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. STANDARD
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE ' I I I SPECITICATION AND /OR DRAWINGS.
WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF C
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION Of BERM, DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE ( SUED I V I L
CURB, CROSS GUTTER AND PAVING. 24 -48 HOURS IN ADVANCE OF WORK. BOUNDARY-- 1 Y ' SYMBOL DESCRIPTION STD.
DWG. QUANTITY
5. THE EXISTANCE AND LOCATION OF EX /STING UNDERGROUND FACILITIES 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER J I rl 0
orEN 5FAce VASO IFNT <
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW p J J I�`J -
R 4" A.C. W/ 6" AG. BASE 24,2//0 S.F.
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING CENTER LINE FINISH GRADE OF STREET.
FACILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER, THE CONTRACTOR j�� L�7 CONSTRUCT STORM DRAIN D -60 /75 L.
F.
/S REOU /RED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. �� , L,' `��
W WATL`R LINO EiASEMEt►JT
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH /S NOT Of METER TO BE LOCATED 5 FEET FROM A SIDE LOT LINE. E! C (iRANTEVTO
A 3/4 - OL ivr-NHAI . ° I CONSTRUCT RIP RAP ENERGY DISSIPATOR D -40 13 C.Y
�� <� ::..
RECORD OR NOT SHOWN ON THESE PLANS HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING I� � PIUNICIrAL�AMTER DI R.
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE �F- j rtK `
r fs/ 7 - .:: '�� ��. 400 CONSTRUCT CONCRETE DITCH D - 6V00 L. F.
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CROSSINGS. W ICECORDt`I7 �L9/�7. I °
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY ED A r) CONSTRUCT�lEADI,/GLL D-32 2
EA
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
FACILITIES 5. MANUAL AIR RELEASE SHALL BE INSTALL AT ALL HIGH POINTS `� __
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REV /SIGNS TO PLANS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN C `��) S /.'
=-�p CONSTRUCT C4TCN B4S /N 7YPE F a-� Z E4 If REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING PROFILE. FIRE HYDRANTS BE USED I LIEU
0 MANUAL �� DO I
FACILITIES. AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR
LOW POINTS. -
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC COMPANY --�
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS ix I I I
I
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. < L- - _
NOTICE :ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE SHALL BE MADE DRY. THE TIME AND DURATION OF ANY �� c -I
I
SHUTDOWNS Of EXISTING MAINS SHALL BE SUBJECT TO APPROVAL �� _ : I UBOIV[•
"UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN MINIMUM IN ADVANCE TO ANY SHUTDOWN. °m I
DIEGO GAS B. ELECTRIC COMPANY. = �/ I LOT I
TELEPHONE: / -BAD- 42Z -4/33 CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ^+ ° G
S THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR ARRANGEMENTS FOR HIGH - LINING, TEMPORARY SERVICES, ETC. 1
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS PRIOR TO SHUTDOWNS. ' Q
oc I
WORK WITH COMPANY REPRESENTATIVES. m (.OT I LOT 2
NOT /CE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 7. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL t�-.� = KEY
MAP
"UNDERGROUND INSTALLAT IONS ". FOR LOCATION Of CABLES AND BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF - '^ S -' c ♦-
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. WAY WHENEVER POSSIBLE.
TELEPHONE: 298.0596. L i z 1f,1 U
FIRE HYDRANTS, AS APPROVED BY THE COGNIZANT FIRE -� I ° tD {
! IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 8. DISTRICT, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY E� KEY
MAP LEGEND
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSEQ IMPROVEMENTS, AND THE FIRE DISTRICT. CONSTRUCT 4" CONCRETE PAD, 3' SQUARE LOT 4 1.OT 3
1
BEAR THE COST OF RELOCATIONS, IF NEEDED. CENTERED ON HYDRANT. m ` 2 J ...... SHEET NUMBER I
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT 9. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH I r I C� .......
LOT LINE
TELEPHONE: CAL OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING .l ('l
10. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT ' A - ......
SHEET NUMBER LIMITS LEGEND
THE "AS-BU /LT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED PRIOR TO CONSTRUCTION.
- SUBDIVISION BOUNDARY I
WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, J ( J
•••••
- ♦
TO THE COUNTY OF SAN DIEGO. SECTION C -1 TO READ AS FOLLOWS: " A CHLORINE FIRE HYDRANT (JONES 3700) SUBDIVISION
BOUNDARY i
12. ND PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE CONCENTRATION OF APPROXIMATELY 50 PPM OR THAT WHICH WILL
PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE WATER LINE EASEMENT - - CENTERLINE
TK AREAS TO BE PAVED. LINE AFTER 24 HOURS HAVE ELAPSED.
13, THE CONTRACTOR SHALL REGTUEST FROM rI/E CITY SMOIMEERS + STREET NAME / TRAFFIC SIGN PROPERTY
LINE
OFFICE ; A PRECONSTRUCTION MEET ING AND SMAC,L PROVIDE 11. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN,
AT GEAST 49 HOURS OF NOT /CE FOR SUCH A t'16ET/NG=. I.E.; LINE CROSSINGS, LINE PARALLELING OR PROPOSED :''i ``< ......•.
ARIA 011' 100 YEAR 1N0NDAT10N 350•- EXISTING CONTOUR
CONNECTIONS SHALL BE FIELD VERIFIES. ALL EXISTING OR
PROPOSED UTILITIES CROSSING OR WITHIN 10 -FEET OF ( ;,.r EXISTING ELEVATION
PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT
PLANS. PROPOSED ELEVATION
12. VALVE BOXES SHALL BE INTEGRAL CAST IRON LID AND FRAME DRAINAGE FLOW r
ASSEMBLY, TYPE GV -8, AS MANUFACTURED BY SOUTHBAY FOUNDRY
1
OR ALHAMBRA FOUNDRY COMPANY LTD., IDENTIFICATION MARKING --+ EXISTING EDGE OF PAVEMENT
FOR LIDS PER DISTRICT DIRECTIVES. 1
TOP Of PAVEMENT
13. INTERNAL FERROUS SURFACES OF ALL VALUES EXPOSED TO WATER T.P I
SHALL HAVE A CERTIFIED FACTORY APPLIED EPDXY COATING NOT TYP TYPICAL
LESS THAN 10 MILS THICK, It FLOW LIN
Go* '^
V /S • E 14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12" AND Lo
12' ' SMALLER WITH STATIC PRESSURES OF 200 PSI OR LESS WILL BE /E INVERT ELEVATION
AMERICAN - 80 CRS, KENNEDY KEN -SEAL, OR MUELLER f
p�
it RESILIENT SEAT GATE VALVES OR DISTRICT APPROVED EQUAL. _7____V CIJT SLOPES 2:/ T
.c,
ALL VALUES 14" AND LARGER WITH STATIC PRESSURES LESS
e1
� THAN 175 PSI WALL BE PRATT OR DRESSER BUTTERFLY VALVES FILL SLAR'ES Z:/ M�
OQ �' OR DISTRICT APPROVED EQUAL. ALL OTHER VALVES SHALL BE AdEWAA RAV /N6 �•,
1 DISTRICT APPROVED PLUG VALVES. ALL VALVES SHALL BE IN to
Rl'lLLEO Cl/I?J� /EIF Sa(R.5•D. 6 - s
'
-`� ACCORDANCE WITH O.M.W.D. SPECIFICATIONS.
imp
AALLEOC!/a %6l/TT. 4�A.C.GW6"CL- 1rA•B•M /N. 15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL � MAP maev S1t 6 -4 #WE,? 30/LS
EAAPVe4/r HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON B i 1T IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
Y " REr1MMlAVATXW CUSTOMERS SIDE OF WATER METER. THESE PLANS.
TYPICAL SECTION 16. CONTRACTOR SHALL SUBMIT FOR DISTRICT REVIEW, IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A r
MANUFACTURER'S CATALOG CUTS /SHOP DRAWINGS FOR ALL ITEMS REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS
OR '^ '
ADDITIONS TO THESE PLANS WHICH THE DIRECTOR Of PUBLIC WORKS
LONE JACK ROAD OF WORK PRIOR TO INSTALLATION. SITE DETERMINES ARE NECESSARY AND DESIRABLE FOR THE
PROPER
MO SCALE 17. WATER SYSTEM COMPLETION SHALL INCLUDE INSTALLATION OF Op/EvoA1m COMPLETION Of THE IMPROVEMENTS.
H&C 437 METER BOX AT ALL CURBS STOPS, OR DISTRICT I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN ON V
APPROVED EQUAL. THESE PLANS WITHIN EXISTING CITY RIGHT -0F -MAY WITFIIN 60 DAYS N I
p1 AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH O
DECLARATION OF RESPONSIBLE CHARGE WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
EJy'a1NEE.? OF WWk' AVIE prq �pL IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS WITH THIS PROJECT OR UNDER MY CONTROL.
♦/1
PROJECT, THAT l HAVE EXERCISE) RESPONSIBLE CHARGE OVER THE W9OtSVEROWi16S77 4EHi#WR7Y.3h44L.GNO7/FY
�
DESI OF THE PRO,IF( :T AS DEFINED IN SECTION 6703 OF TIIE 7116Elrl61A1&W4"l0W,19V*1AMiW^, PRIOR 7V Tl/E
nn'' yy '' Q
BUSINESS AND PROFESSIONAL CODE AND TIIAT THE DESIGN IS ST4.PTAc WODPW 6WAVYGLW7R4C7Z1R41. OWNfR.
CONSISIENI WITII CURRENT STANDARDS. QQ F/ N,2 WGA1 _A7&/MACEON7711SPr4NSON44IrTIIE
I UNDERSTAND TIIAT THE CIIECK OF 111E PROJECT DRAWINGS AND ENO'/ NEEPO< k /OiPKMAYEXPLII /N71/EUM /TJJT/QNS ADDRESS
Ig F�RTUNA RANCH RD. �(
C IA , Salu rt CNCINITAS, W
o Q ° l � SPECIFICAHONS BY 11IE CITY OF ENCINITAS IS CONFINED TO A Or 77//S
C� /� /S CUB NT OF
Y REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF ff ASSESSOfiSPARCEL 24G4-240
4 �Z MY RESPONSIBILITIES FOR PROJECT DESIGN. �C7U /� 4N0 GENC- - RLJL WA4KAN0 Q� -
W S4 N07ES WAV CN MAY AeLE MORE � PIRLMATE CONTRACT
n Owe, Co(Ia'a z BY: qo `'l
DATE: UE J,T/q/J 7f+4�5E APR /�X7 By ►Akj I PERMITS Q
✓ 7FL a7Y Cj? 5A10k1n1 O// 7APS AZA", 01 2
d RCE 29D6 * F D . C O WAY NO SCALE CITY OF DO NITAS
ILLJ!!! j
�e E. 29 67 EXP. 331 -92 REZONE PERMIT NO. NONE
fr�rE OF Ckk..% SPECIAL USE PERMIT NO. NONE ROVEMENT PLANS FOR: Z
GRADING PERMIT NO. 8362-6 Fm P O
EN C IN I TA S FIRE DISTRICT V% A TER AEN VED
GCY CITY APPRO CHANGES BENICH MARK E N C I N I T A S T RACT 87-041
- P IC
OUVENHAIN MUNICIPAL WATER DISTRICT N.. ° it n j""' A """'" D � DEtC11ornom: FD yl_ TOP HEADWALL MARKED
WATER WORKS APPROVAL WITH STEEL FENCE POST. s
AppFOVedby:BOYLE ENGINEERING CORPORATION LOCATION: S_W_ CDR 1NT_ FI [WINO DEL NOTTE b RM :A-NTA T o
APPROVED BY: APPROVED BY: t 1 'S Consulting Engineer RD, 23' W. RHO SANTA FE RD b 60' S EL C DEL NOTTE
CL .4.,,.�..,� p,�. hK Z
GATE: OATS: Y'Yy'4 60-001 -42-01 RECORD FUN: NORT4 VERTICAL. CONTROL 7/! 497 = W 11.10 1
C.E. Ij GATE JOB NUMBER FtEVAT10N:_ DATUM: a eS�- 13
W
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