1996-20-WOOWNERS CERTIF {GATE
G E N E R A L N O T E S
LEGAL DESCRIPTION PORTION OF THE WEST HALF OF THE N.E. QUARTET
SEWER N 0 T E S
OF THE N.W. QUARTER OF SECTION 15, T. 13 S.
WATER NOTES IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN.
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-1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENCINITAS SANITATION DISTRICT THESE PLANS. A.P.N.: 258 - 111 -12 &13
DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET
1 WATER MAINS, LATERALS AND APPURTENANCES HALL BE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
_ RIGHT -OF -WAY. ) CONSTRUCTED ACCORDING TO THE STANDARD S ECIFICATIONS OF REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
' THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
2'> THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY z_
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD AND HEREBY DOES GUARANTEE ALL WORK FOR PERIOD OF ONE ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
ENGINEER. "R" VALUE -TESTS SHALL BE REQUIRED PRIOR TO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST YEAR AFTER THE DATE OF ACCEPTANCE. THE IMPROVEMENTS.
EDITION THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO SITE ADDRESS 350 ENCINITAS BLVD, ENCINITAS, CA.
CONSTRUCTION.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS T EXISTING MAINS I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL
WILL BE MADE BY THE CONTWACTOR, UNDER THE SUPER - VISION OF THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS -
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE
STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
DRAWINGS LATEST EDITION) AND THE FOLLOWING SPECIAL ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, OWNER /PERMITTEE CAR CARE U
PROJECT BOUNDARY. ( SA, C \O BARRY STONE *4>
PROVISIONS: COORDINATE WIHT DISTRICT ALL ARRANGEMENTS FOR HIGH- IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH 615 W. EL NORTE PARKWAY
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 1. TRENCH LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN. THIS PROJECT OR UNDER MY CONTROL ; WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS SUITE 320
SHALL BE CONSTRUCTED, CONNECTED AND _TESTED PRIOR TO I �
OTHERWISE NOTED. 3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER ESCONDIDO, CA 92026
CONSTRUCTION OF BERM CURB, CROSS GUTTER -AND PAVING.
: MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW __ ---------- * ,
2. PIPE AND BEDDING CONDITIONS: CENTER LINE FINISH GRADE OF STREET. SIGNATURE DATE -"
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND -
{A) ALL PIPE SHALL HAVE 4 MINIMUM OF
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH � _ - - WORK TO BE DONE
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. 3/4 INCH CRUSHED ROCK BENEATH THE 4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF RIVEWAYS. CAR CARE USA, C \O BARRY STONE
THERE ARE NO OTHER - EXISTING FACILITIES EXCEPT AS SHOWN ON PIPE. I 615 W. EL NORTE PARKWAY
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 5) CONTRACTOR TO FURNISH COPPER WATER SERVICE AND METER BOX SUITE 320
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FOR EACH RESIDENTIAL LOT. ESCONDIDO CA 92026 IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT FROM BOTTOM OF PIPE TO (12) TWELVE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDAR
.SHOWN ON THESE PLANS.
INCHES MINIMUM ABOVE THE PIPE SHALL 6) CONTRACTORS SHALL ACQUIRE A TRENCHING PE MIT FROM THE __ SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SuBDIV!SIOrI
R - BE SAND, GRAVEL, CRUSHED AGGREGATE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. STREETS AND STANDARDS REFERENCE DRAWINGS. `
NATIVE FREE - DRAINING GRANULAR
.b 6 •� - LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR MATERIAL HAVING A SAND EQUIVALENT OF 7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO S.D.C. = SAN DIEGO COUNTY '
30 OR BETTER. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE S:D.W.D. = -SAN DIEGUITO WATER DISTRICT L
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE x._
EXPLORATORY EXCAVATIONS AND-LOCATE EXISTING UNDERGROUND- C SIDEWALK WILL BE CONSTRUCTED. S.D.P. = SAN DIEGO PRECAST -
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD S I'
(C) P.-V.C. AND A:B.S: COL- tD-"WALL- -PIPE- _ _ - D Q A�W!NGS
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION S BEDDING FROM BOTTOM OF PIPE TO 12 8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN
PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY INCHES MINIMUM ABOVE THE PIPE SHALL ..WATER -MAIN. -
BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. BE 3/4 "CRUSHED ROCK. A.B.S. - .SOLID T
/ NO. ITEM & STD: ,DWG. SYMBOL QTY
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC WALL PIPE MAY BE USED ONLY WHERE 9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES PIPE INVERT GRADES ARE 1% OR = COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION
GREATER. `< WITHIN EXISTING COUNTY RIGHTS -OF -WAY. INSTALL �" PVC WATERLINE CL 150). ---- -�
AND SHALL COORDINATE HIS WORK WITH COMPANY ( �-� 698 LF =
REPRESENTATIVES. -
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE 10) THE DISTRICT REQUIRES THAT COMPACTION TEST BE TAKEN •
NOTICE: ALL. ELECTRIC AND GAS SERVICES WITHIN SEWERS SEWER SERVICE LATERALS AND STRUCTURES SHALL WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY `
THIS PROJECT ARE "UNDERGROUND _ INSTALL 8" GATE VALVE. - _ -_ � �� 1 EA '
RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE
INSTALLATIONS ". FOR LOCATION OF BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR EASEMENTS, AND THE .RESULTS APPROVED BY E CITY OF
" ELECTRICAL CABLES AND GAS PIPING AND PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY ENCINITAS, BEFORE THE WATER LINES ARE ACCE TED AND A COPY „
BY THE INSPECTOR. FINAL ACCEPTANCE OF SEWER LINES INSTALL 1 WATER SERVICE PER P -2 OW -- --- 5 EA ,
APPURTENANCES. SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. WITH REDUCED PRESSURE BACKFLOW DEVICE P -5A
WILL BE SUBJECT TO INTERNAL TELEVISION INSPECTION.
TELEPHONE: 1 800 422 -4133 (DIG IT WILL BE THE PERMITEES RESPONSIBILITY TO PAY FOR THE
`-<
11 PRIOR -TO AWARDING WATER LINE CONTRACT 0 ER SHALL ADVISE - - INSTALL 6" FIRE HYDRANT ASSEMBLY PER P -1 DC��C " � - _ � _ 2 EA
,-ALERT), COST OF THE WORK. ., ) ,` ,
PROSPECTIVE CONTRACTORS TO OBTAIN AND RE EW CURRENT SAN I (COMMERCIAL)
4. THE CONSTRUCTION OF P.C.C. MANHOLE PER SDRSD S -17. DIEGUITO WATER DISTRICT'S SPECIFICATIONS.
$ THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY ._
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL INSTALL CONCRETE THRUST BLOCKS PER P -11 5 EA ;3
POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE � - _
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. -
WITH 8" COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.
NOTICE ALL TELEPHONE SERVICES WITHIN THIS
_ INSTALL 45. BEND. \ 4 EA
- rt -• PROJECT BOUNDARY ARE "UNDERGROUND 5. THE CONSTRUCTION OF 4" SEWER LATERALS PER SDRSD N0. _
_ w - _-
INSTALLATIONS ". FOR LOCATION OF -- S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY -" �
CABLES AND APPURTENANCES CONTACT THE INTO MANHOLE.
INSTALL 90. BEND. - _ ., -
12) THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION -I ?_ EA -
PACIFIC TELEPHONE COMPANY. _
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO
6.- THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD
"- TELEPHONE: 1 -800 422 =4133 DIG- NO. S -10 TYPE A. ARRANGE FOR INSPECTION OF PROJECT..
- ( -. _ = -
CONNECT TO
EXISTING 10" WATERLINE.
I EA
ALERT) _ T -�-
7. ALL MAINS AND- LATERALS SHALL BE CONSTRUCTED WITH 42 13) , FILL AREAS MUST Bt- COMPACTED TO 90%. ,PRIG TO PIPE
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO INCH MINIMUM COVER. - INSTALLATION.
\ INSTALL 11 1/4. BEND. EA
�1
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF-THE _PROPOSED _
8. THE FINAL LOCATION AND ELEVATION SEWER AND WATER 14) APPROVAL OF THIS BY SAN DIEGUITO WATER D1S ICT DOES NOT
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF-NEEDED. �-
MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS- - - CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE -
_ BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY INSTALL SEWER MAIN CLEANOUT PER SDRSD, S -3. - J EA C?
r10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE _
-"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
9. ALL - DESIGN _CHANGES OF SEWER MAINS SHALL BE APPROVED OF THIS PROJECT. - �-
APPURTENANCES CONTACT: _TELEPHONE: 1- 800 - 422 -4133 INSTALL 4" PVC SEWER LATERAL PER SDRSD S -13. r�; �`' ', 3 EA
- BY THE DISTRICT ENGINEER IN WRITING PRIOR TO
FOR PUBLIC USE. 15) ALL EXISTING FACILITIES - WHICH MAY EFFECT FINA DESIGN,
11 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE
a�
- -� LE., LINE. CROSSINGS, LINE PARALLELING, OR PROPOSED
SHOWN ON THE AS -BUILT IMPROVEMENT DRAWINGS. ALL - - INSTALL SEWER MANHOLE - 4' X 3'
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- 10. FILL AREAS MUST BE- COMPACTED TO 90% PRIOR TO PIPE CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ( ) PER SDRSD S -17' 3 F- A
' WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF INSTALLATION. - PROPOSED UTILITY CROSSINGS WITHIN 10 FEET 0 PROPOSED
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. "` -__
i ENCINITAS._ _ - INSTALL 8" PVC SEWER, .�:.�. .ate. 470- LF ;
` 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD s `ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS - _ _ 1-. _
OPERATIONS DIVISION 48 HOURS IN ADVANCE OF - GIVEN WRITTEN PERMISSION BY WATER DISTRICT.
12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE - - --
BEGINNING WORK TO ARRANGE FOR.-INSPECTION OF
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
16 AN APPROVED BACKFLOW DEVICE INSTALLED TO NTS SHALL HAVE - - -
PROJECT. PHONE N0. 633 -2770. "
E DISTRICT'S WATER CONNECTIONS 0 COMMER CAL DEVELOPMENTS ,
_ --.- 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE
CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED
ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF- AY OR OUTSIDE
FIELD.
''-
-WATER DISTRICT- EASEMENT. REPAIR, MAINTENAN E AND ANNUAL _ -� -
QUANTITIES NOTE:
"^ WITHIN ._EXISTING CITY RIGHTS- OF � -�
- TESTING OF BACKFLOW DEVICE ARE RESPONSIBILI Y OF OWNER.
14 ALL SIGNS TO `BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE - - - „
13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL ~ r
REFLECTIVE FACE OR- EQUIVALENT. - .�.__, - -
THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING_ -AND _PERMIT
WORK FOR A PERIORD OF ONE YEAR AFTER THE DATE OF 17) �F11NIMUM HORIZONTAL SEPARATION OF 10 FEET R QUIRED t3ETWEEN
PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR�QUAN �`S
ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL r FIRE HYDRANTS AND -SAN- DIEGO GAS AND ELEC IC VAULTS. �
15 CONTRACTOR SHALL REQUEST, FROM THE CITY. ENGINEER'S OFFICE USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE O� ' �4 - • ,, ="-
REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER
A PRS OF NOTICE MEETING AND -SHALL PROVIDE AT LEAST 48 _ WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN c)N
18 UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN y,
WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO ) � � THESE PLANS. f
" HOURS OF NOTICE FOR SUCH A MEETING. PH. N0. 633 -2770 _� -- . __ T:
PARALLELING WATER SERVICES. -- -
DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP - -� � - � - -- - - � � _ L a
A AN OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM
16 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO 19) CONTRACTOR AND DEVELOPER IS RESPONSIBLE T RELOCATE ANY
GRADING FOR-STREETS AND DRIVEWAYS SHALL. BE HYDROSEEDED EXISTING WATER FACILITY �?
THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, (FIRE HYDRANT, METERS, VALVES,
WITH -CITY-OF ENCINITAS APPROVED HYDROSEED MIXTURE: ,,,
UNUSUAL ABUSE OR NEGLECT. VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. -
HYDROSEEDED .SLOPES SHALL BE IRRIGATED BY WATER TRUCK
UNTIL THE MIXTURE GERMINATES-AND GROWTH-IS ESTABLISHED.
_
_ 14. CONTRACTOR SHALL FURNISH- AND INSTALL, PER 20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT .ANY - \
ASBESTOS WATER PIPES REMOVED FROM THE_ GROUND UND WERE ,
117 SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY
� PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR � �
DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO
INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC
SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED - COUNTY WASTE DIVISION.
NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR
- � WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS.
THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. _
(IF APPLICABLE). 15. FOR SEWE2 LATERAL TABLE, SEE SHEET 2.
18 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS "AS-
16. BUILT" `DRAWINGS MUST BE SUBMITTED PRIOR TO
SHALL PERMITTED. DRAINAGE SHALL BE- TRANSMITTED _-- -_ -- - _
UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC FINAL ACCEPTANCE OF THE WORK.
STREET. u.
19. - ALL LUMINARIES SHALL PROVIDE TRUE 90. CUTOFF, AND ALLOW v. -
NO ESCAPE OF-LIGHT ABOVE THE HORIZONTAL _ 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS =
ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED
WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE DECLARATION OF RESPONSIBLE CHARGE
20. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR =
BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL-BE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC -
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
REESTABLISHED AND REPLACED BY A REGISTERED' CIVIL ENGINEER OR SEWERS.
LICENSED LAND SURVEYOR.
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
_ 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. �� W a
21. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. o u
LATERAIr AND WATER SERVICE BY CHISELING THE LETTERS "S" , I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS � os
AND "W', RESPECTIVELY, 2 INCHES HIGH IN THE FACE OF THE
>_ /
I P BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
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CURB. >.' , x / RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT I o, MCI
22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD - - --
/ / DESIGN._ C1 N ..c
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SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) _ _ _ � �
T S 3 to
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THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO HE STANDARD FOR � - � � � �o
BY: DATE__
- PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL � � WAYNE PASCO
STANDARDS COMMITTEE, A D THE SAN DIEGO REGIONAL STANDARD D R.C.E. PASS
" DRAWINGS (LATEST EDI ION
m e� PASCO ENGINEERING �-=-
_ ENCINITAS FIRE PROTECTION DIST.
__(619) 259 --8212
8
535 N. HWY 101, SITE. A
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REVISIONS APPROVED DATE
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APPROVED SOLANA BEACH, CA 92075 11 / i\c" m
y
BY: S�^^
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NO SCALE _xo l? 1. 9.
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DATE � -,\
REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO W DE8IGNE0 BY DRAWN BY CHECKED BY
ATER U10 .
MHS MH
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APPROVALS
CITY OF ENCINITAS
__ --
ENGINEERING DEPAITMT
LEAD AND DISK IN SIDEWALK, NORTH SIDE
OF S ACREST WAY, 670' EAST OF THE
APPROVED , -'�
PLANS PREPARED UNDER
THE SUPERVISION OF
RECOMMENDED
APPROVED
SEWER AND WATERLINE PLANS FOR:
,y,ik..,
1._
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INTX. OF SAXONY RD. PER MISSION
HORIZONAL 1- - 20'
BY: �� -
DATE:
BY:
BY:
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AERIAL PHOTOS INC. TOPOGARPHY
DATED 4 -2 -90>
VERTICAL N/A
DATE: .3-�Z-9�
A.C.E. N0. .29577.
OATS:
ENCINITAS
AUTO CENTER
WAYNE PA §C0
DATE:
ELEV. = 194.91
EXP. 3-31-99
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WORK PROJECT-No. MUP 93 -175
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REVISIONS
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APPROVED I DATE
REFERENCES DATE BENCHMARK SCALE
LEAD AND DISK IN SIDEWALK, NORTH SIDE
OF SEACREST WAY, 670' EAST OF THE
INTX. OF SAXONY RD. PER MISSION HORIZONAL 1" - 20'
AERIAL PHOTOS INC. TOPOGARPHY
DATED 4 -2 -90> VERTICAL N/A
ELEV. = 194.91
WATER NOTES
1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE
CONSTRUCTED ACCORDING TO THE STANDARD 8PECIFICATIONS OF
THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL
AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR AFTER THE DATE OF ACCEPTANCE.
2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS 0 EXISTING MAINS
WILL BE MADE BY THE CONTWACTOR, UNDER THE SUPERVISION OF
SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE
ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL
COORDINATE WIHT DISTRICT ALL ARRANGEMENTS FOR HIGH -
LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN.
3) WHERE ELEVATIONS AND GRADES ARE NOT SHO" ON THE WATER
MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW
CENTER LINE FINISH GRADE OF STREET.
4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
5) CONTRACTOR TO FURNISH COPPER WATER SERVICE AND METER BOX
FOR EACH RESIDENTIAL LOT.
6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE
CALIFORNIA DIVISION OF SAFETY FOR ALL TREN H WORK.
7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE 0 CURB, IF NO
SIDEWALK EXISTS, OR 7 FEET FROM FACE OF RB WHERE
SIDEWALK WILL BE CONSTRUCTED.
8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIG POINTS IN
WATER MAIN.
9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PiJRMIT FROM THE
COUNTY DEPARTMENT OF TRANSPORTATION FO ANY EXCAVATION
WITHIN EXISTING COUNTY RIGHTS -OF -WAY.
10) THE DISTRICT REQUIRES THAT COMPACTION TES S BE TAKEN
WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY
RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE
EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF
ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY
SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN
DIEGUITO WATER DISTRICT'S SPECIFICATIONS.
12) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'Sl INSPECTION
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO
ARRANGE FOR, INSPECTION OF PROJECT.
13) FILL AREAS MUST BE COMPACTED TO 90 %, PRI R TO PIPE
INSTALLATION.
14) APPROVAL OF THIS BY SAN DIEGUITO WATER DI�TRICT DOES NOT
CONSTITUTE A 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.
15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN,
I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSINGS 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 WATER DISTRICT
16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE
AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S
SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED
DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE
WATER DISTRICT EASEMENT. REPAIR, MAINTENA CE AND ANNUAL
TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
17) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN
FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN
PARALLELING WATER SERVICES.
19) CONTRACTOR AND DEVELOPER IS RESPONSIBLE 0 RELOCATE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES,
VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT.
20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY
ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE
DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO
COUNTY WASTE DIVISION.
OWNERS CERTIFICATE
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
SIGNATURE - DATE
CAR CARE USA, C \O BARRY STONE
615 W. EL NORTE PARKWAY
SUITE 320
ESCONDIDO, CA 92026
- i
LEGAL DESCRIPTION PORTION OF THE WEST HALF OF THE N.E. QUARTER
G E N E R A L N O T E S
OF THE N.W. QUARTER OF SECTION 15, T. 13 S.
S E W E R N O T E S
1
A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS
ENCINITAS SANITATION DISTRICT
°
DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET
�I
I
SITE ADDRESS 350 ENCINITAS BLVD, ENCINITAS, CA.
RIGHT -OF -WAY.
' 2
THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY
ALL
WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD
- 615 W.''EL NORTE PARKWAY
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST
CONSTRUCTION.
EDITION),
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO
ESCONDIDO, CA 92026
THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
3
APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
CONSTRUCTION; (ADOPTED BY THE SAN DIEGO REGIONAL
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE
STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD
DRAWINGS (LATEST EDITION) AND THE FOLLOWING
TO THESE
PROJECT BOUNDARY.
PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS
SPECIAL
SPECIFICATIONS AND SPECIAL .PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
PROVISIONS:
4
ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY
1,
TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO
OTHERWISE NOTED.
CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING.
5
THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND
2•
PIPE AND BEDDING CONDITIONS:
(A) SHALL 4" II IMUMHOTHE
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH
3/4 PIPE
HEDHAVE
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE.
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON
QTY
PIPE.
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE
-698
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY
1
FROM BOTTOM OF PIPE TO (12) TWELVE
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT
5
INCHES MINIMUM ABOVE THE PIPE SHALL
SHOWN ON THESE PLANS.
BE SAND, GRAVEL, CRUSHED AGGREGATE
6
LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK
2
NATIVE FREE - DRAINING GRANULAR
-
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR
MATERIAL HAVING A SAND EQUIVALENT OF
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE
5
30 OR BETTER.
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND
4
(C) P.V.C. AND A.B.S. SOLID WALL PIPE
=y
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO
BEDDING FROM BOTTOM OF PIPE TO 12
PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY
2
INCHES MINIMUM ABOVE THE PIPE SHALL
'
BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
BE 3/4 " CRUSHED ROCK. A.B.S. SOLID
7
THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC
1
WALL PIPE MAY BE USED ONLY WHERE
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
PIPE INVERT GRADES ARE 1% OR
AND SHALL COORDINATE HIS WORK WITH COMPANY
2
GREATER.
`..
REPRESENTATIVES.
NOTICE: ALL ELECTRIC AND GAS SERVICES- WITHIN
3.
AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE
THIS PROJECT ARE "UNDERGROUND
SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL
--
INSTALLATIONS ". FOR LOCATION OF
J
BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR
r z
x
_
ELECTRICAL CABLES AND GAS PIPING AND
PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY
APPURTENANCES.
3
BY THE INSPECTOR. FINAL ACCEPTANCE OF SEWER LINES
WILL BE SUBJECT TO INTERNAL TELEVISION INSPECTION.
TELEPHONE: 1 800 422 -4133 (DIG
470
IT WILL BE THE PERMITEES RESPONSIBILITY TO PAY FOR THE
ALERT)
COST OF THE WORK.
8-
THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY
4.
THE CONSTRUCTION OF P.C.C. MANHOLE PER SDRSD S -17.
POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
WITH 8" COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL.
THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT
NOTICE ALL TELEPHONE SERVICES WITHIN THIS
PROJECT BOUNDARY ARE "UNDERGROUND
5.
THE CONSTRUCTION OF 4" SEWER LATERALS PER SDRSD NO.
INSTALLATIONS ". FOR LOCATION OF
S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY
-
_ CABLES AND APPURTENANCES CONTACT THE
INTO MANHOLE.
PACIFIC TELEPHONE COMPANY.
6.
THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD
TELEPHONE: 1 -80Or 422 -4133 (DIG
NO. S -10, TYPE A.
ALERT)
7.
ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42
9
IT SHALL BE THE -RESPONSIBILITY OF THE DEVELOPER TO
INCH MINIMUM COVER. -
-
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED
8,
THE FINAL LOCATION AND ELEVATION SEWER AND WATER
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED.
MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS-
10
ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE
BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK.
°
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
9,
ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED
APPURTENANCES CONTACT: TELEPHONE: 1- 800 - 422 -4133
BY THE DISTRICT ENGINEER IN WRITING PRIOR TO
11
POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE
ACCEPTANCE FOR PUBLIC USE.
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF-
10.
FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF
INSTALLATION.
-
ENCINITAS. _
11.
THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD
° 12
NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE
OPERATIONS DIVISION 48 HOURS IN ADVANCE OF
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
BEGINNING WORK TO ARRANGE FOR INSPECTION OF
PROJECT. PHONE NO. 633 -2770.
13
THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE
12,
CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS _
CITY ENGINEER OF WORK - PRIOR TO MAKING CHANGES IN THE
ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION
- FIELD._ -
WITHIN EXISTING CITY RIGHTS -OF -WAY.
14
ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE
13.
THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL
REFLECTIVE .FACE OR EQUIVALENT.
WORK FOR A PERIORD OF ONE YEAR AFTER THE DATE OF
15
CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE
ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48
REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER
HOURS OF NOTICE FOR SUCH A MEETING. PH. NO. 633 -2770
WITH ANY OTHER WORK -WHICH MAY BE DISPLACED IN SO
DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP
16
ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY
AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD FROV
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED
DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. -
THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR,
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK
UNUSUAL ABUSE OR NEGLECT.
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED.
14.
CONTRACTOR SHALL- FURNISH AND INSTALL, PER
17
PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR
SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY
INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC
NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR
SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED
THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS.
WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS.
(IF APPLICABLE).
15.
FOR SEWER LATERAL TABLE, SEE SHEET 2.
- 1 g
CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS
16.
"AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO
SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED
FINAL ACCEPTANCE OF THE WORK.
UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC
STREET.
19.
ALL LUMINARIES SHALL PROVIDE TRUE 90. CUTOFF, AND ALLOW
17.
THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.
ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED
20.
THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE
BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE
ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC
REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR
SEWERS.
LICENSED LAND SURVEYOR.
18.
WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS
21.
THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM.
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S"
AND "W ", RESPECTIVELY, 2 INCHES HIGH IN THE FACE OF THE
'
CURB.
22.
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 STANDARDS FOR
PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL
STANDARDS COMMITTEE, AND THE SAN DIEGO REGIONAL STANDARD
DRAWINGS (LATEST EDI ION).
t
REVISIONS
el faNM! ai. /_ 1-�61G.A/.
APPROVED I DATE
REFERENCES DATE BENCHMARK SCALE
LEAD AND DISK IN SIDEWALK, NORTH SIDE
OF SEACREST WAY, 670' EAST OF THE
INTX. OF SAXONY RD. PER MISSION HORIZONAL 1" - 20'
AERIAL PHOTOS INC. TOPOGARPHY
DATED 4 -2 -90> VERTICAL N/A
ELEV. = 194.91
WATER NOTES
1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE
CONSTRUCTED ACCORDING TO THE STANDARD 8PECIFICATIONS OF
THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL
AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR AFTER THE DATE OF ACCEPTANCE.
2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS 0 EXISTING MAINS
WILL BE MADE BY THE CONTWACTOR, UNDER THE SUPERVISION OF
SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE
ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL
COORDINATE WIHT DISTRICT ALL ARRANGEMENTS FOR HIGH -
LINING, TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWN.
3) WHERE ELEVATIONS AND GRADES ARE NOT SHO" ON THE WATER
MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW
CENTER LINE FINISH GRADE OF STREET.
4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
5) CONTRACTOR TO FURNISH COPPER WATER SERVICE AND METER BOX
FOR EACH RESIDENTIAL LOT.
6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE
CALIFORNIA DIVISION OF SAFETY FOR ALL TREN H WORK.
7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE 0 CURB, IF NO
SIDEWALK EXISTS, OR 7 FEET FROM FACE OF RB WHERE
SIDEWALK WILL BE CONSTRUCTED.
8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIG POINTS IN
WATER MAIN.
9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PiJRMIT FROM THE
COUNTY DEPARTMENT OF TRANSPORTATION FO ANY EXCAVATION
WITHIN EXISTING COUNTY RIGHTS -OF -WAY.
10) THE DISTRICT REQUIRES THAT COMPACTION TES S BE TAKEN
WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY
RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE
EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF
ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY
SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN
DIEGUITO WATER DISTRICT'S SPECIFICATIONS.
12) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'Sl INSPECTION
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO
ARRANGE FOR, INSPECTION OF PROJECT.
13) FILL AREAS MUST BE COMPACTED TO 90 %, PRI R TO PIPE
INSTALLATION.
14) APPROVAL OF THIS BY SAN DIEGUITO WATER DI�TRICT DOES NOT
CONSTITUTE A 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.
15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN,
I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSINGS 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 WATER DISTRICT
16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE
AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S
SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED
DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE
WATER DISTRICT EASEMENT. REPAIR, MAINTENA CE AND ANNUAL
TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
17) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN
FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN
PARALLELING WATER SERVICES.
19) CONTRACTOR AND DEVELOPER IS RESPONSIBLE 0 RELOCATE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES,
VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT.
20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY
ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE
DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO
COUNTY WASTE DIVISION.
OWNERS CERTIFICATE
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
SIGNATURE - DATE
CAR CARE USA, C \O BARRY STONE
615 W. EL NORTE PARKWAY
SUITE 320
ESCONDIDO, CA 92026
- i
LEGAL DESCRIPTION PORTION OF THE WEST HALF OF THE N.E. QUARTER
OF THE N.W. QUARTER OF SECTION 15, T. 13 S.
RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN.
A.P.N.: 258- 111 -12 &13
�I
I
SITE ADDRESS 350 ENCINITAS BLVD, ENCINITAS, CA.
OWNER /PERMITTEE CAR CARE USA, C \O BARRY STONE
i
- 615 W.''EL NORTE PARKWAY
SUITE 320
ESCONDIDO, CA 92026
WORK TO BE DONE
I
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
NO. ITEM & STD. DWG. SYMBOL
QTY
INSTALL 8" PVC WATERLINE (CL 150).
-698
LF
INSTALL 8" GATE VALVE. ®
1
I
EA
INSTALL 1" WATER SERVICE PER P -2 WO
5
EA
WITH REDUCED PRESSURE BACKFLOW DEVICE P -5A
INSTALL 6" FIRE HYDRANT ASSEMBLY PER P -1 DOQ
2
EA
-
(COMMERCIAL)
INSTALL CONCRETE THRUST BLOCKS PER P -11
5
EA
i
INSTALL 45. BEND. _ -�
4
�A
=y
„
INSTALL 90. BEND. -�
2
EAR
'
CONNECT TO EXISTING 10" WATERLINE. -
1
EA
INSTALL 11 1/4. BEND.
2
EA'
`..
INSTALL SEWER MAIN CLEANOUT -PER SDRSD S -3. O-
4
EA'
INSTALL 4" PVC SEWER LATERAL PER SDRSD S -13. SO
J
EA
r z
x
INSTALL SEWER MANHOLE (4' X 3') PER SDRSD S -17. G
3
EA
INSTALL PVC SEWER. CBE`Co "PE�PPLA�c/� -rg�
470
LF,
QUANTITIES NOTE:
THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT
PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES
USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING THE SCOPE OF
WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION SHOWN ON
THESE PLANS.
a
DECLARATION OF RESPONSIBLE CHARGE
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.`
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE a
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS N
a° CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. - cn
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS- AND SPECIFICATIONS N o=
>- BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT CIA
a
o / RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT a) � m
< / / DESIGN. ^ z z
N , /rnt_
I BY: �%N �CtDI���j DATE `S CL � L,o
WAYNE P CO -��
v R.C.E. 29577
m e� PASCO ENGINEERING _
(619) 259 -8212 Q?,oFESS/�N
ENCINITAS FIRE PROTECTION DIST.
q
535 N. HWY 101, STE. A ���``'P�E A '°�� � �� w
APPROVED 1 -5 i SOLANA BEACH, CA 92075 3' No. 29577 o m z
7 - �__ -_
BY:
. 'VICINITY MAP cy- � Exp.03/31/99 � Ul - ..
NO SCALE
} Q ..0 =:.
DATE: srq CI V\\ - w cn z
:.. 1
OF r. - zww
SAN DIEGUITO WATER DIST. DESIGNED BY DRAWN BY CHECKED BY J E CD 0O 0
MHS MHS WAP APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w o a
APPROVED '� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED SEWER AND WATERLINE PLANS FOR:
BY: u'ti r, ' . � ., af_ S � BY: BY:
GGd DATE:, 9 ENCINITA►S AUTO ES - � 8
DATE: -�z�� R.C.E. N0. 29577 DATE: DATE: CENTER
WAYNE ASCO EXP. 3 -31 -99 WORK PROJECT NO. MUP 93 -175 � SHEET 1 =OF2
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MHS WAP APPROVALS CITY OF ENCINITAS ENGINEERING DEPAR MENT DRAWING NO. z 0:1
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LEAD AND DISK IN SIDEWALK, NORTH SIDE PLANS PREPARED UNDER THE SUPERVISION OF, RECOMMENDED APPROVED PRIVATE SEWER AND WATERLINE PLANS FOR:
OF SEACREST WAY, 670' EAST OF -THE
INTX. OF SAXONY RD. PER MISSION HORIZONAL I" - 40* DATE: BY: BY:
AERIAL PHOTOS INC. TOPOGARPHY ES- 198
DATED 4 R.C.E. NO—__29577 ENCINITAS AUTO CENTER
-2-90. VERTrCAL 1" 8' DATE: DATE:
ELEV. 194.91 WAYNE PASCO EXP.,3-31-99
WORK PROJECT NO' MUP 93-175 SHEET 2 OF 2
PE
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