2011-11089 I (Plans)GENERAL NOTES
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE
STREET RIGHT -OF -WAY.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS PUBLIC ROAD STANDARDS.
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION. (PUBLIC)
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE
PROJECT BOUNDARY.
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE.
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
SHOWN ON THESE PLANS.
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF
ACTUAL LOCATION OF EXISTING FACILITIES.
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE HIS WORK WITH COMPANY
REPRESENTATIVES.
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN
THIS PROJECT ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
ELECTRICAL CABLES AND GAS PIPING AND
APPURTENANCES, CALL S.D.G.& E.
TELEPHONE. 1 800 422 -4133 (DIG ALERT)
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE
HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
CABLES AND APPURTENANCES CONTACT
PACIFIC BELL.
TELEPHONE: 1 800 422 -4133 (DIG ALERT)
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE. ALL WATER SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF
WATER MAINS AND LATERALS CONTACT
SAN DIEGUITO WATER DISTRICT.
TELEPHONE: 1800 422 -4133 (DIG ALERT)
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED.
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT. TELEPHONE. 1 -800- 422 -4133
12 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 CITY OF
ENCINITAS.
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE
FIELD.
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE
REFLECTIVE FACE OR EQUIVALENT.
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT.
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770)
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE.
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED.
18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE)
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK,
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET.
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S"
AND "W': RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
CURB.
23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
GENERAL NOTES CONTINUED...
24 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 SAN DIEGO
REGIONAL STANDARD DRAWINGS (LATEST EDITION).
25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO
CONSTRUCTION. (PRIVATE)
WATER NOTES (SANDIEGUITO WATER DISTRICT)
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-
EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF
THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN
ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS
GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE
USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1,
2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO
BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
SEWER NOTES (CARDIFF SANPlATIONDISTRICT)
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), THE SAND DIEGO REGIONAL STANDARD DRAWINGS
(LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS'
1. TRENCH WIDTH SHALL BE PER SDRSD NO.S -4 UNLESS OTHERWISE NOTED.
2. PIPE AND BEDDING CONDITIONS.
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE.
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE
FREE - DRAINING GRANULAR MATERIAL 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 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE
MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS
AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE
TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD No.S -17. POURED IN
PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF
POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR
SYSTEMS WITH INSPECTORS APPROVAL.
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD NOS.S -13 AND S -14.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD No.S -10, TYPE A.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL
BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR 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 90% PRIOR TO PIPE INSTALLATION.
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS
IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES
DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY.
13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR
REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
TO THE OWNER EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT.
14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED
UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS
OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS.
15. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK.
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC
SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE
ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO
CONNECTION TO SYSTEM.
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECT OR UNDER MY CONTROL
GRANT SHEPPARD
2165 OXFORD AVE.
CARDIFF, CA 92007
DATE
2165 OXFORD AVE.
CARDIFF, CA 92007
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
BRIAN -M. ARDOLINO DATE
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES, INC. Q FES N
535 N. HIGHWAY 101, SUITE A P� Sj 0
SOLANA BEACH CA, 92075 �Q�OCNAEL 4,90 Fy
PE 1924 Qom' or
No. 71651
Exp. 12/31/13
A.P.N.: 260- 404 -27
SITE ADDRESS
2165 OXFORD AVE.
CARDIFF, CA 92007
OWNERIPERMITTEE
GRANT AND JOY SHEPPARD
2155 OXFORD AVE.
CARDFF, CA 92007
(760) 602 -5353
WORK TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
PLANS,' THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
STREETS AND STANDARDS REFERENCE DRAWINGS.
S.D.C. = SAN DIEGO COUNTY
S.D.W.D. = SAN DIEGUITO WATER DISTRICT
S.D.P. = SAN DIEGO PRECAST
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
LEGEND:
THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT
RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
THIS PROJECT.
NO. ITEM & STD. DWG. STDS SYMBOL QTY
INSTALL 0 HEIGHT CURB 60 LF
INSTALL 6" PCC CURB SDRSD G -1 50 LF
INSTALL PERVIOUS PAVERS 241 SF
EXISTING RIGHT -OF -WAY
LOT LINE - -
EXISTING RIGHT -OF -WAY CENTERLINE -
EXISTING EDGE OF PAVEMENT
EXISTING SEWER _S _S
EXISTING WATER _W _W -
r
VICEWTYMAP
NTS
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PUBLIC WORKS PLANNING & BUILDING AS BUILT PARKS & RECREATION PAS C 0 LARET SUITE R
APP VE APPROVE APPR VED APP OV -D )� APPROV /��� /���� & ASSOCIATES
B`%: V ,.•' BY: _ BY: _ BY: _/ - -- BY: ( BY: _ Ui� %� CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
$$644 It�2DbL +NO, gl(r3le �� 535 N Cast Highway 101 Ste A Solana ]Beach, CA 92075
DATE: D TE: ('ZD'/ - _ DATE: 6-_Z ( ^ DA E:_ _._...._..__- DATE: l3•l3 ATE: _ _6,/Go Z ph 858.258.8212 1 ffz 858.259.4812 plsaengineering.e ®m
- -
SIGNATURE EXPIRES 2 YEARS AFTER DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE __ DESIGNED BY DRAWN BY CHECKED BMA By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
/GT_cS q 3'13 Z l ELEVATIONS SHOWN HEREON ARE BASED PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED ��BY : �QF/w PLANS FOR THE IMPROVEMENT OF:
ON CITY OF ENCINITAS BENCH MARK, HORIZONAL N/A ✓� v '_ 11089-1
ENC -41. / DATE: _G z3•� 2165 OXFORD AVE.
MASIH MAHER G G S LDS
R.C.E. N0. 71651 C42519 DEPUTY TY ENGINEER
-- - VERTICAL N/A
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCAM -_ _DESIGNREC,D BY DRAWN BY CHECCKEAD BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAVaNG NO.
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