6214 1
GENERAL NOTES:
LEGEND WORK TO BE DONE
1. A PE SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF
PUBLIC EXISTING R/W LINE - - - -- - - — • - IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS,
WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THE CURRENT SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD
SPECITiCATIONS AND
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO p PROPOSED R/W LINE - - - - - - SPECIAL PROVISIONS
FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD
COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE PROPOSED DRIVEWAY - - - --- r REFERENCE
DRAWINGS.
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE EXISTING POWER POI[ - - - - - -r THE GRADING
OF STREETS (SEE TYPICAL CROSS SECTION)
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, PROPOSED SIDEWALK - - - - - - THE PREPARATION OF SUBGRADE
AND PAVING OF STREET
CURB, CROSS GUTTER AND PAVING.
(SEE TYPICAL CROSS SECTION) - - - - - - - - - - - - - - -
5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE THE CONSTRUCTION OF TYPE "G" CURB & GUTTER (6
11 CF)- - G -2 - - -
RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
FACILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE CONTRACTOR < LEGAL DESCRIPTION: THE CONSTRUCTION OF CMP STORM DRAIN
- - - - - - - - - - - - - ---_
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY o o A PORTION Of THE NORTHEAST QUARTER OF THE NORTHEAST
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF - - - 3 THE CONSTRUCTION OF TYPE °C" DIKE (H =6
° ) - - - - - - G -5 - - _
REC OR NOT SHOWN ON THESE PLANS. � y i 1EA QUARTER Of SECTION 26, TDWNSHI P 13 SOUTH, RANGE 4 WEST,
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE
aC�E SAN SERNARDINO MERIDIAN. IN THE COUNTY OF SAN DIE60, THE CONSTRUCTION OF CONCRETE DRIVEWAY- - - - -
- - - G -14- -
-- �� STATE OF CALIFORNIA.
NE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY SITE
THE CONSTRUCTION OF CONCRETE SIDEWALK- - - - - - - - G -7 - EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACILITIES ES C N THE CONSTRUCTION OF RIP -RAP - - - - - - - - G -40- - -
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS �p
IF RE VISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING
THE CONSTRUCTION OF UNLINED DITCH - - - - - - - - - - - D -75 - - -
FACILITIES. - - - - - - - - - - - - - -
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY � 6 72SS ' /MEAS) - - -- $ 1 D -22
-
24
THE CONSTRUCTION OF A.C. SPILLWAY
PR IOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL a
N2YSEC.26,T /3S,R4k!,S.fJM - =T pg 4 THE INSTALLATION Of ORNAMENTAL STREETLAYT - - - - - - - E -J
- - - 0-70 COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. ^�
NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE ELI ✓O I '
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL `"" VICINITY MAP
P�
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN ' NO SCALE
DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE: 235-6323
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR I 3 Z
TO STAR41NG WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS
WORK WITH COMPANY REPRESENTATIVES.
NOT ICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY.
TELEPHONE. 2980595.
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h y
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE � / BOUNDARY 3
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND ;—,S'/Tf o b
BEAR THE COST OF RELOCATIONS, IF NEEDED. N „
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND +
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT z`
T M. CABLE TV TELEPHONE: 746 -6666
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON
THE 'AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED \
WITHIN THE DEDICATED RIGHT -Of -WAY, OR WITHIN EASEMENTS DEDICATED
TO THE COUNTY Of SAN DIEGO. a
12. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
h
MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT o
AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
i
13. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY SUB - J
MITTING A DETAILED PLAN TO THE COUNTY ENGINEER SHOWING THE DE- I%
SIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE
MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND
DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE SiTEf10UN0ARY -'
PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL
TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE COUNTY
ENGINEER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRiiCTION SAFETY
ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR
STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. LOCATION MAP
14. WHERE TRENCHES ARE WITHIN EASEMENTS ADJACENT TO FUTURE BUILDING NT
SCALE 1 =100' I I N
SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK I
BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL I J
WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE PROH7SE0 EX/SZ
WITH THE ON -SITE EARTHWORK SPECIFICATIONS. J090 ?NE e
15. SITE GRADING SHALL BE IN ACCORDANCE WITH GRADING PLANS L -0097 56FR0YS7437f9�8270S74.40t9624
0' 46' (YAR /ES /N TAPER)
16. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE .RELOCATED I 7' 20' 20'
OUTSIDE THE AREAS TO BE PAVED. ST. LT. - ' S' EX /ST_-
17. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. RI4111 EX /SZA.C.D //ff -_ RAVL/Nf
COUNTY 0FFI CI ALS S GNATURES HEREON DOES NOT CON ST I TUTE APPROVAL FH TOBERE4f04Ed
OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF fYM(SR.M4.73.74
THESE PRIVATE ` Z 0/55F _ _- �� VAR . . IMPROVEMENTS. 7 :1SLOPE �; -- - ='� � I HEREBY
AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
18. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- 3 %2 "P.CC__ ;' EX /ST PAVEMENT '
SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF-
S /DE!!'ALlf ; A.C.P4fi - J NT: \ WAY WITHIN 60 DA YS AFTER ISSUANCE OF THE CONSTRUCTION
81L1TY FOR JOB , S ITE INCLUDING: DURING THE COURSE OF CONSTRUCTION RWI
1 3 % "llSPfLTC1A0NCRETE PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY
OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, 6 "TYPE "6 "CURB Off/ f6 "VIS7,VTErii4ATE004)(11TEBASE NORMAL
WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
LIMI TED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ANOGUT 0I/ER9 ° NAT /4ESUr9GR71LLFC041) 4CTE0
AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
NT71R A.C.D /KE rO95gAELAT /4ECO3V ?,4CT /0N
DEFE ND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM -
THIS PROJECT OR UNDER MY CONTROL.
ANY AND ALL LIABILITY, REAL OR ALLEDGED IN CONNECTION WITH THE V-/ N0 /CATESEZZY4,rlONSNOk/NONPZANS. OWNER:
GREEK ORTHODOX CHURCH OF
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING TYPICAL STREET SECTION NORTH SAN DIEGO COUNTY.
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
19. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, MANCHESTER AVENUE ADDRESS:
e0.80 811. SOLANA BEACH,CALIF 92075. - PHONE No 292-0415
STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WfTH NO SCALE BY:
T HESE PLANS OR FIELD STAKES. THE CONTRACTOR SHALL REQUEST AN INTER-
ASSESSORS PARCEL: 261- 150 -47
PRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT
464 -8465. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO SIGN ASSOCIATES
DE
PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SITE DE
SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS 541 ROACH DRIVE
R
C ALIFORNIA, 92041. p
(SAND BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, LA 8 PHONE N LIFOR IA,
lu
C.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED
C
FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE PRIVATE CONTRACT N
ULTIMATELY RESPONSIBLE FOR MAINTENANCE.
PERMITS SHEET COUNTY OF SAN DIEGO
I
DEPARTMENT OF PUBLIC WORKS SHEETS
REZONE PERMIT NO. t
SPECIAL USE PERMIT NO. - P80 - 075 Approved: 10-14 -8 1. PLANS FOR THE IMPROVEMENTS OF: U')
c c�
GRADING PERMIT NO. MANCHESTER AVENUE Y
G � �
COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATES � 310 -1689
No. Description Approved by Date (D
A S BUILT DESCRIPTION: SAN D/E60 COUA/TY 15M.O.0 0035- .'/Z " /.P. SET /NCONC. Recomm"ded ypror Approved /7
c .+
A AS BU /L T C./z 9'z� ES W/TH STEEL A4ARKER POST. _m E ilnwx E -� [/ V
LOCATION: 195 M/. SD. ERO,U/NTERSEMAVS4 R110,4I/E. AND A/Z/(ENEY SUBDIVISION ENGINEER DIRECTOR OF PUBLIC
WO
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T pC O
T V OR AZON6 MANCHESTER RO.ONFENCERUNN/NGE.4W 17'SO.Of E W Z
N2A, R.C.E. CO29990 N 6 Of
. ... "p'""r`rwra,k: Ch«
KENNETH J. DISCE b r W
RECORD FROM: COUNTYBENCNLE4ELS MA + °"�7� C.G. _ G7 _
9- - 8S DATUM: App.ovaldes .
DATE: ELEVATION: 0
74.516 L1S6.5. Kenneth RGE CO29930. 7 -/3 -82 2191
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FILE N0.
PROJECT NO. J-109
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