1990-7 R (Plans) GENERAL NOTES CARDIFF SANITATION DISTRICT SAN DIEGUITO WATER DISTRICT
1. A PERMIT SHALL L) WORK TO BE DONE ubTAINED rxwi THE CITY of ENCINITAS SEWER
NOTES WATER NOTES
DEPARTMENT OF PAN'.' 8LTC WORKS FOR AN WORK WITHIN THE STREET
RIGHT -OF -WAY.
i % "'
>. IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
"ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD (1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE 9
Q�� ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY
2. THE STRUCTU<AL SECTION SHALL BE IN ACCORDANCE WITH CITY SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, 1985 EDITION, CONSTRUCTED
ACCORDING TO THE STANDARD SPECIFICATIONS OF * q o ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL
STANDARDS AID AS APPROVED BY THE CITY ENGINEER. THE 1979 SAN DIEGO STANCARD SPECIAL PROVISIONS TO THE THE SAN DIEGUITO WATER DISTRICT.
THE CONTRACTOR SHALL AND c o PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
� > DR ° ° STANDARD REFERENCE DRAWINGS.
3. APPROVAL 0 THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND AFTER
THE DATE OF ACCEPTANCE. e �P j xs
CONSTITUTE , APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT THE FOLLOWING SPECIAL PROVISIONS." o IMPPROVEMENTS
STD.DWG. SYMBOL
BOUNDARY. (2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING 5 (050 " -
1. TRENCH WIDTH SHALL B3 PER SDRSD NO. S -4 UNLESS MAINS WILL BE MADE BY THE CONTRACTOR, UNDER
THE
4.
ALL UNDERG.20UND UTILITIES WITHIN THE STREET RIGHT -OF -WAY OTHERWISE SHOWN.
SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT I1 E EXISTING A.C. PAVEMENT." ....... ...............................
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO OF THE ESTIMATED COST BY THE DEVELOPER.
NSTRUCTIOt. OF BERM, CURBS, CROSS GUTTER AND PAVING. 2. PIPE AND BEDDING CONDITIONS
(3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE
EXISTING CURB AND GUTTER....... ..............................
5. WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW EXISTING AC BERM ...................
A. ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 -INCH
THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND
FACILITIES SiOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF CRUSHED ROCK BENEATH THE PIPE. CENTER LINE FINISH GRADE OF STREET.
THE AVAILABL i RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE VICINITY MAP 6" TYPE 'G' CURB ...........
. ............. . ...... G- 2 ... . ... ...
�-
ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE B. V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM (4) ALL SERVICES
TO BE CONSTRUCTED CLEAR OF DRIVEWAYS N O SCALE
PLANS. Ht�WEVER, THE CONTRACTOR IS REQUIRED TO TAKE OF PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE
CONCRETE DRIVEWAY ........ . ............. . ........ G- 14 ......
... " "
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITIES SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE (5) CONTRACTOR TO FURNISH ONE
INCH COPPER WATER SERVICE
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE CONTRACTOR IS FREE - DRAINING GRANULAR MATERIAL HAVING A SAND AND METER BOX FOR EACH
RESIDENTIAL LOT. SEWER MAIN ...... . ....... ...... .................. S- 4 ... ....... -
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EQUIVALENT OF 30 OR BETTER,
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF (6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE 4"
SEWER LATERAL ................................ S- 13,S- 14....
RECORD OR NOT SHOWN ON THESE PLANS. C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM CALIFORNIA DIVISION OF SAFETY FOR ALL
TRENCH WORK. _
BOTTOM OF PIPE TO (6) INCHES MINIMUM ABOVE THE CONCRETE MANHOLE .............................. ..S- 17.........
Q
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID (7) INSTALL FIRE
HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS
`
E DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT , OR 7 FEET
FROM FACE OF CURB WHERE 5 "MIN.CONC.WITH6x6N0.6 ` TYPE F CATCH BASIN ............. . .............. D- 7 .... ......
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY GRADES ARE 1% OR GREATER. SIDEWALK WILL BE CONSTRUCTED, WELDED
WIRE MESH OR NO.'S
REINFORCING BARS 4" P. .
CC. SIDEWALK ••,,,,,,,,,•,,,
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES ...............G- 7..........
Y EACH COMPLETION MPLETION OF PIPE LAYING, ALL MAIN LINE (8) PROVIDE AIR RELEASE ASSEMBLIES
AT ALL HIGH POINTS IN A
F ENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO 3 \
PLANS SUFFIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL WATER MAIN.
TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR
C/L '
PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED (9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE 3' 10' 10
3
LOCATION OF EXISTING FACILITIES. ' �
BY THE ENGINEER. CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC RIGHTS -OF -WAY.
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD
SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NO. S -17. PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR (10) THE DISTRICT REQUIRES
THAT COMPACTION TESTS BE TAKEN 29 ^ Z,
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S WHERE WATER LINES
ARE INSTALLED WITHIN EXISTING COUNTY
ARE APPROVAL. RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE 1
UNDERGROUND INSTALLATIONS", FOR LOCATION OF ELECTRICAL
EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF 20' 1 J
r
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD ENCINITAS, BEFORE THE
WATER LINES ARE ACCEPTED AND A COPY t �• PRIVATE DRIVEWAY TYPICAL SECTION
DIEGO GAS & ELECTRIC COMPANY. NO'S S -13 AND S -14. LATERALS SHALL NOT DISCHARGE SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
TELEPHONE: 235 -6323 DIRECTLY INTO MANHOLE NO SCALE WATER IMPROVEMENTS PER SAN DIEGUITO WATER DISTRICT
(11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD ADVISE PROSPECTIVE
CONTRACTORS TO OBTAIN AND REVIEW SPECIFICATIONS AND OR STANDARD DRAWINGS
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
NO. S -10, 2YPE A. CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. CONSTRUCTION OF WATER SERVICE... o
... o ........ o o P- 2.. -�
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES:
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY 7• ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42- (12) THE CONTRACTOR
SHALL NOTIFY THE DISTRICT'S INSPECTION NOTES
INCH MINIMUM COVER. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ) �
ARE 'UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES AND 1 Concrete shell
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. ARRANGE FOR INSPECTION OF PROJECT. J
TELEPHONE: 298 -0595. 2. Sot Sland
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER rdDr awingG•10forAntddtalls
3. Adjust 15' Interval between Transverse Joints
LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO (13) FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE 10Malchadjacent
existing Irnprovements.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT ACCEPTANCE OF WORK. INSTALLATION. 4. Longitudinal and tran svarsejo(rrts
should beconstruRed
, __ on apmArnermy low 1Zfeetspacing.
THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED (14) APPROVAL OF THIS
PLAN BY S.D.W.D. DOES NOT CONSTITUTE
BY THE DISTRICT ENGINEER IN WRITING PRIOR TO A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF,
,A -"
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND ACCEPTANCE FOR PUBLIC USE. OR THE EXISTENCE OR NON- EXISTENCE
OF, ANY UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
CONTACT TELEPHONE: 438 -5241. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE
INSTALLATION.
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN
ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALT, 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION
BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO
EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. ARRANGE FOR INSPECTION OF PROJECT.
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL
RELOCATED OUTSIDE THE AREAS TO BE PAVED. WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF _
ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY
ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT / 3� 20'
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE i .75' "-
WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY . GRADE SHO
14. PRIVATE ROAD STRUCTURAL SECTION SHALL BE A MINIMUM OF 3" OF WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. N N
PROE
W
ASPHALT CONCRETE OVER 4" CLASS Z AD (AN EQUIVALENT 1 I °R M DECLARATION OF RESP CHARGE
STRUCTURAL SECTION MAY BE APPROVED BY THE CITY ENGINEER.) 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY SLOPES AS O
GRADES SHALL BE A MINIMUM OF .5% AND A MAXIMUM OF 203 AND DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION SHOWN ON PLAN
1/2 -R I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
DESIGNED TO DRAIN THE SURFACE WATER PROPERLY. ADEQUACY OF WITHIN EXISTING COUNTY RIGHT -OF -WAY. THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE D&;IGN OF THE _
THE STRUCTURAL SECTION AND SURFACE DRAINAGE SHALL BE PROJECT AS DEFINED IN SECTION
6703 OF THE BUSINESS AND
INSPECTED AND CERTIFIED BY THE CITY ENGINEER. 14. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL 1 PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
ACCEPTANCE OF THE WORK. a 9 . ' STANDARDS.
15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD t I UNDERSTAND THAT THE CHECK OF
PROJECT DRAWINGS AND
TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN i a \� SPECIFICATIONS BY THE CITY OF ENCINITAS
IS CONFINEC TO A REVIEW
LEGAL DESCRIPTION EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL o
ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. \ ° ONLY AND DOES NOT RELLEVE ME, AS ENGINEER
OF +IORK, OF MY
PARCELS 1 THROUGH 4 INCLUSIVE OF PARCEL MAP NO. 3145, IN THE CITY RESPONSIBTLITIES FOR PROJECT DESIGN.
OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN 16. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER
?Vtoi ss j
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY �� �.5
JP ENGINEERING, INC. N,pq
24, 1974. WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC 8265 VICKERS STREET, SUITE A
te ' G Oi y1 1
SEWER LINES INCLUDING SEWER LATERALS LOCATED IN Y PIC A L ROLL CURB SAN DIEGO, CA 92171
PUBLIC
Z O V E RIGHT -OF -WAY. _\ S A
�1 NO .S CALE (619 569 -7397 N0. 320
R -8 _ B U I LT BY: I COA I DATE: EXP. fl 9Z 1
t AS �V� JORGE H. PALACIOS, RCE 32031 sT 9 CIVIL �`Q V
�, r ��aa�� z 7 MY REGISTRATION EXPIRES DECEMBER 31, 1992 r F pJ�
SITE ADDRESS /� �' 20' 3' ✓ JH PALACI0S RCE mi nATDATE Z a
WEST SIDE OF LAKE DRIVE, SOUTH OF BIRMINGHAM DRIVE, CARDIFF / TNERS z PRIV E ROAD EASEMENT
w
CAL ,' JP ENGINEERING, INC. W
10 10• (619) 569 -7377 PLANS, AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE VIED
IT IS FURTHER AGREED THAT THE OWNER
R/W CAL (DEVELOPER) SHALL HAVE A
- 1 3 O' REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR W (n
ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS Z
!, - 1.5'CORE 1 A t0 20 DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION
r
OF THE IMPROVEMENTS.
col- tructiou contractor v.•rees that in accordance with I 2.24% a
,. generally accepted nibiuctior I FURTHER AGREE TO COMMENCE -+--' AORK
ON ANY IMPROVEMENTS SHOWN ON Z N r
prnclicc s, consu•uction cunUnctorse rcquircdtoassu p roje c and co et
inclu sa os
of al l p or UT IEYOND THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS W ( �
allid UP OF EVTTER. h
jub h! ionsduringlhca) w• scof constructionoflheprojcct ,includingsafclyofvlipers °O 1'SAWC
S A 1• _� -- , ROLLED CURB AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK °
nor al wo rking that this ,d co ,ball be made Lo apply )I continuous) �C af11C1 �OlXKA - (SEE DETAIL) FEATHER A.C.
ACTIVELY ON EVERY NORMAL WORKI N I
I I Y y and not be limited to �� - 3" C GVER 4" AS ILAS G DAY UNTI , COMPLETED,
d
nor working hours, Aral conslrucliun contractor further agrees to defend, indemnify and hold ofGull Engln¢ea ROLLED CURB AS NEEDED
°
design professional harmless from any and all liability, real or alleged, in connection with the & Land SUlveyou (SEE DETAIL) DiOR PER SOILS
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH ' Y
ENGINEER'S RECOMMEND ION 2
performance of •.vo•k on this project, excepting liability m•ising from the sole uegligenee of design 2 EXIS'i 177 , THIS
PROJECT OR UNDER MY CONTROL.
professional. PAVEMENT 4)
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SIDEWALK - _L EXWr.. 4 AC.OVER _ •� _.' O C a
• R� 27- r FfS- B�/ /cT /� PRIV E IV AY -TYP CA 10 PER G - a• TYPE ;DV P OWNER:
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CURD 6 GUTTER PER G -2 ETER A. ilILICKI
CARDIFF INVESTMENT P DAT ' Q U)
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• - - -- : se 4- zs -90 /Tr Ev /3 /ass SAN DIEGUITO WATER DISTRICT CARD /FF SHIN /T�► TidY D /ST,i'IcT SOLANA
BEACH, CA 92075
LAKE DRIVE - TYPICAL SECTION No SCALE ADDRESS: 225 WEST PLAZA, SUITE ;200
s / 8 2 -22 -90 C /Ty REVS /OA(5
NO DATE IT DESCRIPTION N EV DATE DEICRI /TION APPROVED APPRviV(� � (619) 481 -2352 (n
._� STA.52 +85.75 TO STA.55 +30.75 1
JP ENGINEERINQ,INC. ENG1�� 11 O� WORK: FILE CODE : BY: iVL ffy ASSESSOR'S PARCEL: 260 -523, 16, 17,
18 AND 19
J h'�ey / -9a 158 -89 `-
CIV VICKERS /LANNINO.IDRVEYINO ,N. " T Z LLj lam' LIJ
$2S1 VICKERI ETREET, ZOI,IAN DIEOO,CA 12111 R DA G I DATE " �J I `, I t� - 7
tE1s) ssrTan PREPARATION AND REVISION LOG � Z Q
REVISIONS APPROVED DATE REFERENCES DATE( SCALE FIRE DISTFMCT T
AS- BUILT APPMVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q iy
D 1 nrll.0 DESCRI C -0042 CHIS SQ. w. END APPROVED PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP ROVED
IMtEL MA/ !/45 W cove:. CURB RETURN IMPROVEMENT PLAN FOR:
LOCATION LAKE DR. s BIRMINGHAM DR. HORIZONTAL N/A SY � Q� � DATE : 6 1 -9 BY: BY, DR 9
R ECORD FROM COUNTY OF SAN 1 Ilk
ELEVATION 323.100 DATUM U.S.C.& G.S. VERTICAL N /A � R.C.E. NO.: 32031 0007 -R
DATE G /4/ 90 ENGINEER DATE: DATE: 1-16 -�0
C TY EN GI EER LAKE DRIVE
JO RGE N �, EXP. 12 -3 1-9 2 R.C.E. R.C.E. 2.tlta4 CITY OF ENCINITAS
WORK PROJECT N TPM-9754 SHEET I 0F2
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NO DATE By DESCRIPTION E DESCRI ►TIOM N0. 32031
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-7377
•3.1 VICKERS STREET 20$.SAN DIEGO,CA •2111 OF CAlIFO 136.37 a 73 INC. I N C, z ,
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(619) $•• -T 771 PREPARATION AND REVISION LOG ;;:, :_' -;. a N 00 3o'1s °E 10.00' . 8" P.V.C. (619) 569
z Q
REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE FIRE DISTNCT APPFIOVALS CITY OF ENCINITAS PUBLIC
WORKS DEPARTMENT DRA NO. LLI Q r
1 S- T DESCRIPTION C -0042 CHIS. S�. w. END APPROVED PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP
OVED( W�,pwY� IMPROVEMENT PLAN FOR DR 90 003
NW CONC. CURB RETURN HORIZONTAL f=40' 0' sl(, ��`�J DATE : - G' BY: BY: LAKE DRIVE CS_
1 )a9
LOCATION LAID; DR. & BIRMINGt1F, 1 DR.
RECORD FROM COUNTY OF SAN DI 20 2031 or EN 4I FER
ELEVATION 323.100 DATUM U.S.C.& G.S. VERTICAL 1" - 8' DATE & q'190 t — ENGINEER R.C.E. NO.: DATE: DATE: Zn«'%V
CITY OF ENCINITAS 0007-R
JORGE H. PALAC105 EXP. 12'31'92 R.C.E. R.C.E. WORK PROJECT N0.
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