1998-5836 I (Plans) GENERAL NOTES WATER NOTES (SAN DEGUITO WATER DISTRICT) SEWER NOTES (LEUCADIA COUNTY WATER DISTRICT) LEGAL DESCRIPTION LOTS 13 & 15 BLOCK
5, OF SOUTH WORK TO BE DONE
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED 1. ALL WORK SHALL BE IN
ACCORDANCE WITH THE LEUCADIA COUNTY COAST PARK, UNIT M. 2, MAP 1859,
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO WATER DISTRICT (LCWD) STANDARD
SPECIFICATIONS. CITY OF ENCINITAS. COUNTY OF IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
STREET RIGHT -OF -WAY. WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE SAN DIEGO. STATE OF CALIFORNIA.
PLANS: THE CURRENT SAN DIEGO COUNTY OF PUBLIC WORKS STANDARD
ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE OATS OF ACCEPTANCE. 2. THE CONTRACTOR SHALL SECURE A PEFlMIT FOR CONSTRUCTION PRIOR
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
TO ANY CONSTRUCTION. A.P.N.: 254 - 242 -17 &- 18 STREETS AND STANDARDS REFERENCE DRAWINGS.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY MAX OUNTY
C
=
OF ENCINITAS PUBLIC ROAD STANDARDS. 2. UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO EXISTING MAINS WILL 3. THE CONTRACTOR MUST SECURE APPROVAL
FROM T HE LCWLD INSPECTOR SITE ADDRESS 135 PHOEBE STREET S.D.C. S.D.W.D. = SAN DIEG SAN DIEGO C WATER DISTRICT
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO BE BY THE CONTRACTOR. UNDJER THE SUPERVISION OF THE SAN PRIOR TO BACKFILLING OVER ANY SEWER PIPE
OR SEWER WYES. ENCINITAS, CA 92024 S.D.P. = SAN DIEGO PRECAST
THE HE DE
CONSTRUCTION. (PUBLIC) D DE VELOPER. WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY
MADE A PART OF OWNER/PERMITTEE HPVPY DEAN KEDENBURG S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHR - DOES NOT THE SPECIFICATIONS. 207 HILLCFEST DRIVE
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN ENCINITAS,
CA. 92024 LEGEND:
PROFILE, TOP - OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL
PROJECT BOUNDARY. GRADE OF STREET. OF - THE LEUCADIA COUNTY WATER DISTRICT. NO. ITEM & STD. DWG.
SYMBOL OTY
4 ALL UNCERGROL) D UTILITIES WITHIN THE STREET RIGHT - OF - WAY 4 6. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A
1. INSTALL 6" OM &�/TTER G Fi SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO . ALL SERVICES TO BE CONSTRUCTED CLEAR pF DRIVEWAYS.
REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE OWNER'S CERTIFICATE
CONSTRUCTION OF BERM, CURB. CROSS GUTTER AND PAVIW. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND MUTER EXISTENCE, OR THE NON
EXISTENCE OF, ANY UNDER UTILITY, 2. INSTALL 5' WIGS PCC' SIDEWAL - G - 7 80X FAR EACH RESIDENTIAL LOT. PIPE OR STRUCTURE WITHIN
THE LIMITS OF PROJECT. 5 THE EXISTENCE AND LOCATION OF EXISTING LN�DEAGADUND 6 CCONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 7. ALL LATERALS.
AND MAINS SHALL BE TESTED BY "AIR TEST METHIOD" IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 3. INSTALL 5' W�TMT AC PAVE�EIVT
)
FACILITIES SHOWN R . THESE PLANS WERE OBTAINED BY A SEARCH CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. AFTER CONSTRUCTION OF ALL
OTHER UTILITIES AS SPECIFIED IN THE THESE PLANS. 4. INSTALL 6" AC EEA�t G-5 13 O N
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. LCWD STANDARD SPECIFICATIONS. IT IS FURTHER AGREED THAT THE OWN (DEVELOPER)
SHALL HAVE A 5. INSTALL WATER SERVILE LATERAL W 4 EA
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK ER
,, -
ER MAKE SUCH CHANGES, ALTERATIONS OR
THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE EXISTS. OR 7 FEET FROM FACE O' CURE WHERE SIDEWALK WILL BE B. CONTRACTOR SHALL NOTIFY
LCWD 48 HOURS IN ADVANCE OF REGISTERED CIVIL ENG
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 6. INSTALL SEWER SERVICE LATERAL, S- 4
EA
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY CONSTRUCTED. BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED.
S
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT THE NECESSARY - FOR AND DESIRABLE FOR T PROPER COMPLETION
OF 7 INSTALL FIFE HYDRANT ASSEWY 1 EA
SHOWN ON THESE PLANS. B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH
A 48 INCH THE IMPROVEMENTS.
MAIN. MINIMUM COVER. 8 . INSTALL PCC CO DETE pgIVEWAY APFUN (G-14) 2 EA
6 LOCAT AND ELEVATION tE IMPROVEMENTS TO 8E MET BY WORK g CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY 10. ALL LOTS SHALL BE SERVED
BY A 4 INCH LATERAL SET AT A MINIMUM THESE FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS . STING AC PAVEME7VT FEFpVAL 355 9r
€� j. �:
TO 8E DONE SHALL 8E CONFIRMED BY FIELD -- MEASUREMENTS PRIOR OF ENCINITAS FOP ANY EXCAVATION WITHIN EXISTING CITY GRADE OF 2.0% WITH A MINIUNMUM
DROP OF 0.3 FEET, AND AN INVERT 9 E��
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE RIGHTS -OF -WAY. AFTER ISSUANICE OF THE CONSTRUCTION PEANMIT AND TO PURSUE
SUCH
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING DEPTH OF 5.5. FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED. 10 INSTALL 4" AC PAVEMEMlT OVER 6" AG BASE 42 SF
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE OTHERWISE APPROVED BY LCWD.
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER LINES ARE INSTALLED WITHIN EXISTING COLNVTY RIGHTS -OF -WAY, 11. LCWD STANDARD SPECIFICATIONS
ARE AVAILABLE AT THE DISTRICT THIS ROJECT OR UNDER M CONTROL fi. EXISTING AC REMOVAL (SEE SHEET 2) !23 LF
ACTUAL LOCATION OF EXISTING FACILITIES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS AND THE OFFICE. 12. INSTALL
TRENCH RE - StWACIW (G 51 SF
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE- THE WATER
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER 12. ALL CONCRETE TESTING
REQUIRED BY LCWD WILL BE AT THE EXPENSE DE KEDENBURG 13. EXISTING OM 6 GUTTER FEMOVAL (SEE SHEET 2) 6 SF
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES DISTRICT OFFICE, OF THE CONTRACTOR.
AND SHALL COORDINATE HIS WORK WITH COMPANY 13. J08 MIXING OF CONCRETE IS NOT PERMITTED. 207 HILLCREST DRIVE 14.
INSTALL 3' PVC DAMN -PIPE, D-27 22 LF
REPRESENTATIVES. 11. PRIOR - TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE ENCINITAS, CA. 92024
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN 14. ALL PIPES SHALL HAVE 4 INCH MINIMUM CRUSHED ROCK BEDDING.
NOTICE. ALL ELECTRIC AND GAS SERVICES WITHIN DEGUITO WATER DISTRICTS SPECIFICATIONS. AND A MINIMUM OF 12 INCHES OF CRUSHED ROCK COVER
AS SHOWN
THIS PROJECT ARE ' REPGROUND ON LCWD STANDARD DR A W I NG S - 12. DECLARATION Or RESPONSIBLE CHARGE
I NSTALLATIONS ". FOR LOCATION OF 12, THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION
ELECTRICAL CABLES AND GAS PIPING AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE 15. THE LCWD INSPECTOR SHALL BE FURNISHED
THREE SETS OF CUT
APPURTENANCES, CALL S O.G.& E. FOR INSPECTION OF PROJECT. SHEETS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS
TELEPHONE: 1 800 422 -4133 (DIG ALERT) PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE pFESSI
13. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE 16. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS
QP ON
8 THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY INSTALLATION. ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS DESIGN
OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE �p A , ) p '
WITH
COMPACTED AS DI BY THE SOILS ENGINEER IN ACCORDANCE WITH BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS Q 4
F
PRIOR TO STARTING -WORN( N REPRESENTATIVES. COMPANY FACILITIES AND SHALL 14 APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A ONSITE EARTHWORK
SPECIFICATIONS AND LCWD SPECIFICATIONS. CONSISTENT WITH CURRENT STAIYDAADS.
COORDINATE HIS WORK ' �
N( CO REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE 3 i
EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGAOLAND UTILITY, PIPE OR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND CD Nn
, 29577 m
NOTICE.' ALL TELEPHONE SERVICES WITHIN THIS- STRUCTURE WITHIN THE LIMITS OF-PROJECT. 17. SEWER LATERAL TABLE IS ON SHEET NO. 2
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A "' '
'UNQERGROU^D 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY REVIEW O
PROJECT BOUNDARY ARE ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF °C Exp 03/39/03
INSTALLATIONS ". FOR LOCATION OF 15. ALL EXISTING FACILITIES WH IG( MAY AFFECT FINAL DESIGN, I.E. LINE SUBMITTING A DETAILED PLAN SHOWING
THE DESIGN OF SHORING, MY RESPONSIBILITIES FOR PROJECT DESIGN.
CABLES AND APPURTENANCES CONTACT THE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE TRENCHES OR DURING THE PIPE
BRACING SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER CIVIC- Q
PACIFIC TELEPHONE COMPANY. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
�I QAc.Q q TF F
TELEPHONE. WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON EXCAVATION OF SUCH TRENCH OR 1 800 422 -4133 (DIG ALERT)
_ _ O CAL(
ONSIBTY OF THE DEVELOPER TO IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER INSTALLATION_ THEREIN. THIS PLAN MUST BE PREPARED FOR ALL
WAYNE PASO RCE 29577 DA rE
9 IT SHALL BE THE RESP ILI
CONTACT THE UTILITY ONS ADVISE THEM OF THE PAOPDSED MAINS UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. TRENCHES FIVE FEET OR MORE IN DEPTH
AND APPROVED BY THE OWNER
IMPROVEMENTS. AND BEAR THE COST OF RELOCATIONS IF NEEDED. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN PRIOR TO EXCAVATION. THE
PLAN VARIES FROM THE SHORING
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SYSTEMS STANDARDS ESTAA THE BY THE CONSTRUCTION SAFETY
10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY ORDERS, THE PLAN SHALL BE PREPARED
BY A REGISTERED CIVIL OR
STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE.
' NVDEAGROUIND INSTALLATIONS ". FOR LOCATION OF CABLES AND OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT
APPURTENANCES CONTACT: TELEPHONE: 1- 800 -422 -4133 EASEMENT. REPAIR. MAINTENANCE AND ANNUAL TESTING OF BACKFLOW
DEVICE ARE RESPONSIBILITY OF OWNER.
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE
SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL 17. MINIMUM HORIZONTAL SEPARA T ION OF 10 FEET REQUIRED BETWEEN FIRE
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- HYDRANTS AND SAN DIEGO GAS ELECTRIC VAULTS. UTILITIES TO
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING - WATER
ENCINITAS. SERVICES.
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 18. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO AELOCATE ANY
RELOCATED OUTSIDE THE AREAS TO BE PAVED. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVE BOXES, ETC.)
THAT ARE AFFECTED BY THIS PROJECT.
13 THE CONTRACTOR SH~4LL NOTIFY AND OBTAIN APPROVAL OF THE 19. CONTRACTOR TO SUPPLY DOCU SHOWING THAT ANY ASBESTOS
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A
FIELD. MANNER ACCEPTABLE BY THE SAN DEGUITO COUNTY WASTE DIVISION.
14 ALL SIGNS TO BE ALLANI" WITH 3 FOOT HIGH INTENSITY TYPE
REFLECTIVE FACE OUR EQUIVALENT.
15 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT.
A PRECCNNSTRICTION MEETING AND SHALL PROVIDE A7 48
HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) SOILS ENGINEER'S CERTIFICATE
16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY I, 5*AP WA40 A REGISTERED CIVIL ENGINEER
IN THE STATE OF
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED CALIF uk'N!A. PRINCIPALLY DOING BUSINESS IN THE FIELD
OF APPLIED SOIL
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
THE SOIL
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK CONDITIONS PREVALENT WITHIN THIS I WAS MADE Y OR
LNNDER MY
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABIISHFO. DIRECTION BETWEEN THE DATES // AND �V ONE COMPLETE
T ILFROM THIS STUDY WITH • MY
17 ALL LUMINAIRES SHALL PROVIDE TRUE 90 ' CUTOFF, AND ALLOW COP Y OF T HE SOILS REPOR COMP
Z RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. ENGINEER, ALONG WITH UPDATE LETTER DATED 3.CY FURTHERMO� I
18 PRIVATE ROAD IMPROVEMENTS SHOWN ON ARE FOR INFORMATION o HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT HAVE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR �,- o COSTA AVE. BEEN INCORPORATED IN THE GRADING
AND SPECIFICATIONS.
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) � SAWCUT EXISTING PAVEMENT SIGNED: - +AN w (, u .%r►
�'�
19 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /O? SIDEWALKS SHALL NOT L 'A °� Z A.O.W. EXISTING GROLAtiO ACE
NO.: _C 0-4 't 71
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK. J' -+ 20 R.O.W.
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET . Z Z N 3 /15' 20* EXP . DATE: Z - -1- 9 9
20- THE DEVELOPER SHALL 9E FESPONSIt�THAT ANY ""WENT OR BENCH E 5' q, 10.5'
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED �'
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LANG? P Y� aE E� Z� �, m EXISTIN6 PAVEMENT &BASE
SURVEYOR. - a 5 r � 3'
n m -o �
21 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER ° � _.--- 2 % -_ _- - _
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 'S" � Z �►R` LE UCA nIA , - �.. l -- -_ �- _ _ - -
- = �
AND "W'; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE m '41)
CURB. ci
CURB ° INSTALL 4 " AC PVMT OVER 6 " AG. BASE 1b .E
20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A � m PROPOSED 6" CURB AND GUTTER, STD DWG G -2
MAKER AND LOCATION APPROVED BY THE INSPECTOR. Z ° PROPOSED 4.5' PCC SIDEWALK, G -7 �
21 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD OF C��
SPECIFICATIONS FOP PUBLIC WORKS CONSTRUCTION (LATEST EDITION), TYPICAL STREET SE ON
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD PHOEBE E ?BEET
SPECIFICATIONS FDA PUBL WORKS CONSTRUCTION (ADOPTED BY THE VI
SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO TRAFFIC INDEX: 5.5
REGIONAL STANDARD DRAWINGS (LATEST EDITION) NTS
NTS
22 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) m
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_ KEDENBURG PARCEL MAP
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