2004-9057 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: 1 800 422 -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 (SAN DIEGUITO WATER DISTRICT)
1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO
WATER DISTRICT (WASC). 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 TO EXISTING MAINS WILL
BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN
DEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY
THE DEVELOPER.
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH
GRADE OF STREET.
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
5. CONTRACTOR TO FURNISH ONE INCH 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 TRENCH WORK.
7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK
EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK WILL BE
CONSTRUCTED.
8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER
MAIN.
9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY
OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY
RIGHTS -OF -WAY.
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS 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 DEGUITO WATER
DISTRICT OFFICE.
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE
PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER
AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS.
12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE
FOR INSPECTION OF PROJECT.
13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE
INSTALLATION.
14. APPROVAL OF THIS PLAN BY SDWD 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 AFFECT 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 SAN DIEGUITO WATER DISTRICT.
16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN
APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S
SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE
(WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY
OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT
EASEMENT. REPAIR, MAINTENANCE 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 ARE RESPONSIBLE TO RELOCATE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, VALVES VALVE BOXES, ETC.)
THAT ARE EFFECTED BY THEIR 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.
21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS
WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED
ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND
PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN
END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140
FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION
COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL
BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE
LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT
FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN
9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S
REPRESENTATIVE.
22. CONTRACTOR TO COMPLETE WORK UNDER INSPECTION BY SAN DIEGUITO WATER
DISTRICT. SAN DIEGUITO WATER DISTRICT TO SHUTDOWN WATER WITH TWO WEEKS
NOTICE.
SEWER NOTES
(ENCINHAS SANITATION DISTRICT)
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 B -INCH
COLLECTOR SYSTEMS WITH INSPECTOR'S 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 INSTAL-
LATION.
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. FOR SEWER LATERAL TABLE, SEE SHEET 2.
16. 'AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
ACCEPTANCE OF WORK.
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 ADDITIONAL ACCESS
EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
1B. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE
REQUIRED PRIOR TO CONNECTION TO SYSTEM.
]ENCINITAS 6AkN%TATi0M ti1STR1CT SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE PIKOUSION 111STRtCT
APPROVED APP VED APPROVED /
BY: BY: BY:
DATE: DATE: 124140-1 DATE:
SIGNATURE EXPIRES 2 YEARS AFTER DATE
REVISIONS APPROVED I DATE REFERENCES DATE BENCIMARK .SCALE
e CITY OF ENCINITAS CONTROL PT. NO
P.K. IN REQUEZA, WEST OF I -5
-3-
ELEV. 174.36 MSL. NAD B3
LEGAL DESCRIPTION
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WORK TO BE DONE
APPROVALS
WJS BMA \JP WAP
PLANS PREPARED UNDER THE' SUPERVISION OF
/ DATE: 0/ e-
THE NORTHERLY 135.00 FEET OF THE SOUTHERLY 475.00 FEET OF THE
APPR D
BY:
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE
-
NOTHERLY 950.00 FEET OF THE EAST HALF 0 THE EAST HALF OF THE
PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 15,
SPECIFICATIONS AND SPECIAL PROVISIONS FOR
IMPROVEMENT
OF SUBDIVISION
KEYSTONE RETAINING WALL
TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN.
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STREETS AND STANDARDS REFERENCE DRAWINGS.
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S.D.C. = SAN DIEGO COUNTY
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S.D.W.D. = SAN DIEGUITO WATER DISTRICT
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S.D.P. = SAN DIEGO PRECAST
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S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD
DRAWINGS
SITE ADDRESS
LEGEND:
201 QUAIL DRIVE
ENCINITAS, CA 92024
THE QUANTITIES LISTED BELOW ARE PROVIDED
FOR REFERENCE ONLY AND DO NOT
RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT
ANALYSIS OF THE
OWNER/PERMITTEE
QUANTITIES T. D COSTS ASSOCIATED WITH THE
IMPROVEMENTS
REQUIRED FOR
A.W. DEVELOPMENTS LLC
NO. ITEM & STD. DWG.
STDS
SYMBOL
QTY
1.
INSTALL CURB & GUTTER
G -2
793.36
LF
OWNER'S CERTIFICATE
2
INSTALL I" WATER SERVICE LATERAL (WAS)
WS -01
6Y C
7
EA
3
INSTALL 4" SEWER LATERAL
S -13
7
EA
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
THESE PLANS.
4':
INSTALL PCC DRIVEWAY APRON
G -14
7
EA
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
5s
INSTALL 4" NT OVER 6" A
/
C
13,771
SF
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
6<
INSTALL PE-1 =' CURB INLET ui�plc3flrr{
D -2R
C�Q
1
EA
ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
7<
INSTALL TYPE "A -4" CLEANOUT
-9
1
EA
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
8
INSTALL MODIFIED TYPE "F" CATCH BASIN
D -7
®
1
EA
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
9`;,,
INSTALL STREETLIGHT
E -1
1
EA
WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
10
INSTALL FIRE HYDRANT (WAS)
WF -01
-- -
1
EA
THIS PROJECT OR UNDER MY CONTROL
11
INSTALL CONCRETE HEADWALL
D -30
e
1
EA
12
#3 BACKING RIP RAP WITH FILTER FABRIC
D -40
3
CY
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INSTALL 6" PVC DRAIN PIPE
N/A
= _ _ _ _ =
28
LF
A. W. DEVELOPMENTS LLC DATE
14i
INSTALL 18" RCP DRAIN PIPE
N/A
- -
147
LF
A CALIFORNIA LIMITED LIABILITY COMPANY
ALVIN WASHINGTON: MANAGING AGENT
151
INSTALL 12" PVC DRAIN PIPE
N/A
-
30
LF
16'
INSTALL SEWER MANHOLE
S
1Z
-2
®
4EA
EA
STATEMENT OF ENGINEER OF WORK
17:
INSTALL 8" PVC SEWER MAIN (SDR -35)
N/A
S
498_Fr
LF
`10%
18`i
INSTALL 8" PVC WATER MAIN (CL -200) (WAS)
N/A
W
531
LF
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
19'=
INSTALL 2" BLOW OFF ASSEMBLY (WAS)
WB -01
-0
2
EA
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
20(
INSTALL 2" MANUAL AIR RELEASE (SDRSD)
WA -01
oo-l�
3
EA
OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
21'
8" FL 90° BEND
N/A
- f
2
EA
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL
22 2 .
8" 11.25 ° BEND
N/A
+_._
1
EA
SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
.
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLLITY FOR THE PLANS OR
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
23;
8" GATE VALVE
N/A
®
2
EA
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
24'`
6" GATE VALVE
N/A
®
1
EA
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
SUBDIVISION BOUNDARY
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AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
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APPROVALS
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PLANS PREPARED UNDER THE' SUPERVISION OF
/ DATE: 0/ e-
RECOMMENDED
BY:
APPR D
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- - - - -
CENTERLINE
-
EXISTING SEWER
EXISTING WATER
EXISTING TELEPHONE°
EXISTING EDGE OF PAVEMENT
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MASONRY RETAINING WALL
KEYSTONE RETAINING WALL
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VERTICAL N/A V-C F 29577
LEXf 3.31.11
BY: 4 4u l_
WAYNE PASCQ�
RCE No. 295577
PASCO ENGINEERING INC.
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PE 972
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APPROVALS
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PLANS PREPARED UNDER THE' SUPERVISION OF
/ DATE: 0/ e-
RECOMMENDED
BY:
APPR D
BY:
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No. 29577
Exp. 03/31/07
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YNE PASCO EXP. 3 -31 -07
LOT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
255
EXISTING EASEMENT
-- -
PROPOSED EASEMENT
- - - - -
CENTERLINE
-
EXISTING SEWER
EXISTING WATER
EXISTING TELEPHONE°
EXISTING EDGE OF PAVEMENT
--
MASONRY RETAINING WALL
KEYSTONE RETAINING WALL
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293.18
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231.32' 1
8 " PVC (SDP -35)
1+00 1 +50 2 +00-
-rte
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-
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PACIFIC VIEW LANE - WA TE BATA
LINE
DELTA
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RADIUS
LENGTH
-
S - A
L11
S02 °53 '54 "W
S02 °53 'S4 "W
370.12
8 " PVC (CL -200)
293.18
S16 °46'22'E
231.32' 1
8 " PVC (SDP -35)
" " "
C2
266 °41 '02 "
N87 *06'06 "W
36.00'
167.5E'
"
4...
43 *20'30 "
S24 *34'09 'W
30.00'
22.69'
"
L2
I
S02 °53'54'W
2 +07.02 128 'LT
290.21'
"
2%
206.75
212.75
6.00
5
2 +51.67128 'L T
199.85
1 3.43
2%
1203.B4
209.84
1 6.00
6
3 +44.21128 'L T
195.31
2.42
2%
198.29
204.29
6.00
7
1 4+10.33142.72LTI
ILL
1 2.70
1 2%
195.62
201.62
6.00
NG CC f1 'T-1Z
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f"
-
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PACIFIC VIEW LANE - WA TE BATA
LINE
DELTA
I CHORD BEARING
RADIUS
LENGTH
REMARKS
L 1
L11
S02 °53 '54 "W
S02 °53 'S4 "W
370.12
8 " PVC (CL -200)
(D
PACIFIC VIEW LANE -
CENTERLINE VATA
LINE
I DELTA
I CHORD BEARING
I RADIUS
I LENGTH
REMARKS
L11
LENGTH
S02 °53 'S4 "W
L11
C1
293.18
S16 °46'22'E
0
PACIFIC
VIEW LANE ®
,EWE
ATA
LINE I
DELTA
I CHORD
BEARING
RADIUS
LENGTH
REMARKS
L11
C1
S02 -5354 "W
S16 °46'22'E
231.32' 1
8 " PVC (SDP -35)
a PACIFIC VIEW LANE - CUIPB PAM
LINE
DELTA
CHORD BEARING
RADIUS
LENGTH
REMARKS
L1
DEPTH @PL
NO2 °53'54'E
2+34.25128 PT
290.21'
TYPE "G -2" CURB & GUTTER
C1
43 °20'30"
S16 °46'22'E
30.00'
22.69'
" " "
C2
266 °41 '02 "
N87 *06'06 "W
36.00'
167.5E'
"
C3
43 *20'30 "
S24 *34'09 'W
30.00'
22.69'
"
L2
I
S02 °53'54'W
2 +07.02 128 'LT
290.21'
"
PACIFIC VIEW LANE - OEWER LATERAL DATA TA L
LOT
STA/ OFFSET
IE @MAIN
DROP @MAIN
SLOPE
IE @PL
I FG @PL
DEPTH @PL
1
2+34.25128 PT
200.70
2.65
2%
203.92
209.92
6.00
2
3 +14.2412BRT
196.78
1.40
2%
198.74
204.74
6.00
3
3 +90.33145.91'RT
193.05
1.62
2%
195.59
201.59
6.00
4
2 +07.02 128 'LT
202.04
4.15
2%
206.75
212.75
6.00
5
2 +51.67128 'L T
199.85
1 3.43
2%
1203.B4
209.84
1 6.00
6
3 +44.21128 'L T
195.31
2.42
2%
198.29
204.29
6.00
7
1 4+10.33142.72LTI
192.07
1 2.70
1 2%
195.62
201.62
6.00
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a- w Q f c i ,w ° c` 'n ¢ o i a CURB 6 GUTTER AC OVER 6"
LOT 3 ¢ "6° 6
CLASS II AB MIN
TI =6.0 in
1' 4o-; 2 3 `�', DCZCp zF °� � TYPICAL SECTION
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cug
DESIGNED BY ORBMA BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTAMI -Tr DRAWING NQ. �_
REVISIONS APPROVED DATE REFERENCES DATE $ENCFARK SCALE 5 �SUIL"'�
QcSTotHDRgW G T
701 �� 3-o CITY OF ENCINITAS CONTROL PT. NO P002 /, �% PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR PLANS FOR THE IMPROVEMENT OF. cu
P.K. IN REOUEZA, WEST OF I -5 HORIZONAL 1 " =20' !/Vance !r 3/3G %? �►*p7�� ®raj ME
1dmp(g A. PAS�p '17ATF � � DATE: 6 y BY: BY EX E SION OFPACIF7C VIEW LANE v a �
VERTICAL 1 " =8' '-OE G$9614 R.C.E. NO. 29577 DATE: 1/6/05 DATE: / Z� 05'
EXP 3.31•I� YNE PASCO EXP. 3 -31 -07
ELEV. 174.36 MSL . NAD 83 PLANNING CASE N0: 02 -217 TM /V /DR /COP /EIA SHEET 2 O F 4
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- 4 ti m m m 0 70' PROPOSED
M m �2 +� + m , pEESSIp 2%
(u ,. m� cu N m� m r; m w ¢ ¢ (p W ao v a (n J v, m m QQ` N
r w J m 3 3 ¢ + m m m¢ ! 9 2% 2% SIDEWALK PER G -7
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2 g; (o �¢ o v m m u�
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a- w Q f c i ,w ° c` 'n ¢ o i a CURB 6 GUTTER AC OVER 6"
LOT 3 ¢ "6° 6
CLASS II AB MIN
TI =6.0 in
1' 4o-; 2 3 `�', DCZCp zF °� � TYPICAL SECTION
PACIFIC VIEW LANE NTS En
cug
DESIGNED BY ORBMA BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTAMI -Tr DRAWING NQ. �_
REVISIONS APPROVED DATE REFERENCES DATE $ENCFARK SCALE 5 �SUIL"'�
QcSTotHDRgW G T
701 �� 3-o CITY OF ENCINITAS CONTROL PT. NO P002 /, �% PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR PLANS FOR THE IMPROVEMENT OF. cu
P.K. IN REOUEZA, WEST OF I -5 HORIZONAL 1 " =20' !/Vance !r 3/3G %? �►*p7�� ®raj ME
1dmp(g A. PAS�p '17ATF � � DATE: 6 y BY: BY EX E SION OFPACIF7C VIEW LANE v a �
VERTICAL 1 " =8' '-OE G$9614 R.C.E. NO. 29577 DATE: 1/6/05 DATE: / Z� 05'
EXP 3.31•I� YNE PASCO EXP. 3 -31 -07
ELEV. 174.36 MSL . NAD 83 PLANNING CASE N0: 02 -217 TM /V /DR /COP /EIA SHEET 2 O F 4
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P
LINE
DELTA
CHORD SEARING
RADIUS
LENGTH
REMARKS
Cl
17 04039 "
SB 1 *09'40 "W
200.00'
61.71'
8 -INCH PVC SDR -35
L1
CI'T'Y OF ENCR4ffAS ENGINEERING DEPARTMENT
�
105.01'
t
k
L2
—}
01.
- 79:7 - '
t
C2
21 °51'26"
N9 °54'00"W
200.00'
75.35'
B -INCH PVC SDR -35
L3
N58 °2942 "W
AYNE PASCO -��
EXP. 3 -31 -07
33.21'
_• < {
C3
11 *03'32 "
-
200.00'
38.50'
8 -INCH PVC SDR -35
L4
N57 *25'03'E
12.35'
8 -INCH PVC SDR -35
C4
17 '02'18 "
S �
200.00'
59.22'
8 -INCH PVC SDR -35
C5
29 °53 '56 "
N34 '3626'E
200.00'
103.37'
B -INCH PVC SDR -35
-. _ _. .. -___. _.. , ., .._.. 1 _.. 1 __1... t ___ -_ _... , ..._r. _...._. a . .. ...... ... . s ........... ....
m�> � ��L+« � .� mss .�.es -_— Y' } e A.O 4,m rv..e..
::: .fir,
f�..... �.. �i._.
0 OFF5ITE SEWER SHEET' 3 - 5EWER DATA
LINE
DELTA
CHORD SEARING
RADIUS
LENGTH
REMARKS
Cl
17 04039 "
SB 1 *09'40 "W
200.00'
61.71'
8 -INCH PVC SDR -35
L1
CI'T'Y OF ENCR4ffAS ENGINEERING DEPARTMENT
SB9 °32'OB "E
105.01'
8 -INCH PVC SDR -35
L2
NO2 °04'26 "E
01.
- 79:7 - '
8 -INCH PVC SDR -35
C2
21 °51'26"
N9 °54'00"W
200.00'
75.35'
B -INCH PVC SDR -35
L3
N58 °2942 "W
AYNE PASCO -��
EXP. 3 -31 -07
33.21'
8 -INCH PVC SDR -35
C3
11 *03'32 "
N52 *5755 " W
200.00'
38.50'
8 -INCH PVC SDR -35
L4
N57 *25'03'E
12.35'
8 -INCH PVC SDR -35
C4
17 '02'18 "
N11 °26 '03 "W
200.00'
59.22'
8 -INCH PVC SDR -35
C5
29 °53 '56 "
N34 '3626'E
200.00'
103.37'
B -INCH PVC SDR -35
�— CAMONI!IT. d R..b M. �� ,JG WE ��,,,,��V o zo 40 o
EXI5TING GAS MAIN —SEE NOTE F aSSA°"s�
N�0iz l`' XT I cs h
OFFS SEWER — FR STATION 13+98.03 TO 1 +61.1 3 o Z
w No. 29577 m
Exp. 03/31/07 a
OFFSITE ERER LAN FRO STATION + 1. O T 09.42 . T,q CIVI\-
OF CA1 �F�
F 3i
DESIGNED BY i DRAWN BY CHECKED BY
APPROVALS
CI'T'Y OF ENCR4ffAS ENGINEERING DEPARTMENT
DRAWING NO.
W S I JPC BMA WAP
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDErlt APP
PLANS FOR THE IMPROVEMENT OF:
�
DATE: �/ ° "I BY: BY
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201 QUALL DRIVE
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AYNE PASCO -��
EXP. 3 -31 -07
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r SHEET 3 OF 4
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OFFSITE SEWER - FROM STATION 12 +31.32 TO
GRAPHIC
1 " =20'
0 /20 40 60
REVISIONS
STORMDRAIN REVISION
DISCREPANCIES WITH 7MSE PLANS PRIOR TO THE
ORDERING OFMATERMLS•
GRAPHIC SCALE 1 " =20'
1 I 0 20 40 60
RIM = 185.06
MATCH EX
CAUTION►±!
EXISTING GAS MAIN - SEE NOTE
i
i
r'^ y EXISTING 20' ROAD & UTILITY
EASEMENT PER BOOK 9
22
SWR STA 16 +71.301' PAGE 363 RECORDED �'
16 SWR
#6 - AUGUST 14, 1946
RIM = 174. 15.ik ` — '
MATCH EX
f' C6
SEE PERMISSION TO GRADE
LETTER BY ELIZABETH HANSON
SWR S $ DATED SEPTEMBER 30, 2003
TA - 17+21.37w ;
MH #5 7
PAVEMENTOF . , RIM = 167.2±
MATCH EX x s
16 SWR STA 16 +28.96
MH #7 EX EDGE OF REPLACE AC BERM WITH
RIM ,r 174.3± / AVEMENT TYPE 6-2 CURB . &` GUTTER-
MA TCH EX .
it 1`
SWR STA 15 +84.85
I ' MH #8 16
,-RIM = 180.0±
MATCH EX
16 SWR STA 15 +61.41 / EX -EDGE OF
C3
RIM �� ' PAVEMENT
9
RIM = 180.0±
MATCH EX
` ,�`
0
s <
1
'REFER To SNEER= 3g
TOM 3EWFtt PLAN
OPFSTlE SEWER -FROM STATION 13 +98.03 TO 15+61.41 Wo owsw m hT 10 r4 �.
FROM STATION 12 +31.32 TO STATION 18 +10.06
OFFSITE SE TRER PLAN —
APPROVED FERENCES DATE BNC�K
<m —F CITY OF ENCINITAS CONTROL PT. NO
�� P.K. IN REGUEZA, WEST OF I -5
cmr
ELEV. 174 .36 MSL. NAD 83
HORIZONAL 1 " =20'
VERTICAL 1 " =B'
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
DATE: ` #IC BY:
R. C. E. NO, 29577 DATE: _
WAYNE PASCO EXP. 3 -31 -07
A P =V 2,
SEWER -
w
No, 29577
Exp. 03/31/07
CITY OF FNCINITAS Fr
PLANS FOR THE IMPROVEMENT OF,
201 QUAIL DRIVE
PLANNING CASE NO. 02 -217
I
V {�
WR STA 18 +1 .46 .( A 0p
MH #4
AIM = 153.$t'
' MATCH, EC
.NATION 15+61.41 TO 18 +10.06
GRAPHIC SCALE 1 " =20'
0 20 40 60
e
w
SHEET 3A OF 4
a �n
uj in
ul
�rj
,°:i
N U
m >�
Z<
M� n
OFFOME SEWER SHEET 3 -
5EWER DATA
LINE
DELTA
CHORD BEARING
RADIUS
LENGTH
REMARKS
Cl
17 *4039 "
S81 *09'40 "W
200.00'
51.71'
B -INCH
PVC
SDR -35
L1
S89 °32'08 'E
105.01'
B -INCH
PVC
SDR -35
L2
NO2 *04'25'E
79.79'
8 -INCH
PVC
SDR -35
C2
21 '51 26 "
N9 054 '00 "W
200.00'
76.35'
8 -INCH
PVC
SDR -35
C3
6 °42 56 "
S55 *40'43'E
200.00'
23.44'
8 -INCH
PVC
SDR -35
C4
12'38'10"
S77 044 21 'E
200.00'
44.11'
8 -INCH
PVC
SDR -35
C5
12'07'45"
S30 *13'25 "E
200.00'
42.34'
8 -INCH
PVC
SDR -35
C6
14 '2041 "
S02 '24'15 X
200.00'
50.07'
8 -INCH
PVC
SDR -35
C7
25 '24'21 "
S36 '51 '13 "W
200.00'
88.68
'
8 -INCH
PVC
SDR -35
REVISIONS
STORMDRAIN REVISION
DISCREPANCIES WITH 7MSE PLANS PRIOR TO THE
ORDERING OFMATERMLS•
GRAPHIC SCALE 1 " =20'
1 I 0 20 40 60
RIM = 185.06
MATCH EX
CAUTION►±!
EXISTING GAS MAIN - SEE NOTE
i
i
r'^ y EXISTING 20' ROAD & UTILITY
EASEMENT PER BOOK 9
22
SWR STA 16 +71.301' PAGE 363 RECORDED �'
16 SWR
#6 - AUGUST 14, 1946
RIM = 174. 15.ik ` — '
MATCH EX
f' C6
SEE PERMISSION TO GRADE
LETTER BY ELIZABETH HANSON
SWR S $ DATED SEPTEMBER 30, 2003
TA - 17+21.37w ;
MH #5 7
PAVEMENTOF . , RIM = 167.2±
MATCH EX x s
16 SWR STA 16 +28.96
MH #7 EX EDGE OF REPLACE AC BERM WITH
RIM ,r 174.3± / AVEMENT TYPE 6-2 CURB . &` GUTTER-
MA TCH EX .
it 1`
SWR STA 15 +84.85
I ' MH #8 16
,-RIM = 180.0±
MATCH EX
16 SWR STA 15 +61.41 / EX -EDGE OF
C3
RIM �� ' PAVEMENT
9
RIM = 180.0±
MATCH EX
` ,�`
0
s <
1
'REFER To SNEER= 3g
TOM 3EWFtt PLAN
OPFSTlE SEWER -FROM STATION 13 +98.03 TO 15+61.41 Wo owsw m hT 10 r4 �.
FROM STATION 12 +31.32 TO STATION 18 +10.06
OFFSITE SE TRER PLAN —
APPROVED FERENCES DATE BNC�K
<m —F CITY OF ENCINITAS CONTROL PT. NO
�� P.K. IN REGUEZA, WEST OF I -5
cmr
ELEV. 174 .36 MSL. NAD 83
HORIZONAL 1 " =20'
VERTICAL 1 " =B'
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
DATE: ` #IC BY:
R. C. E. NO, 29577 DATE: _
WAYNE PASCO EXP. 3 -31 -07
A P =V 2,
SEWER -
w
No, 29577
Exp. 03/31/07
CITY OF FNCINITAS Fr
PLANS FOR THE IMPROVEMENT OF,
201 QUAIL DRIVE
PLANNING CASE NO. 02 -217
I
V {�
WR STA 18 +1 .46 .( A 0p
MH #4
AIM = 153.$t'
' MATCH, EC
.NATION 15+61.41 TO 18 +10.06
GRAPHIC SCALE 1 " =20'
0 20 40 60
e
w
SHEET 3A OF 4
a �n
uj in
ul
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,°:i
N U
m >�
Z<
M� n
GRAPHIC SCALE 1 " =20'
0 20 40 60
0 OFFOME SEWER SHEET 3 - 5EWER DATA
LINE
DELTA I
LOCATION OF ALL EXISTING TJTI MMES RV QUAIL ROAD
RADIUS
LENGTH
REMARKS
Cl
ENGINEER OF WORK SHALL BE NOTIFIED OF ANY
SB I '09'40 "W
200.00'
61.71'
8 -INCH PVC SDR -35
L1
S89 *32'08'E
HORIZONAL 1 " =20'
VERTICAL 1 " =8'
105.01'
B -INCH PVC SDR -35
L2
NO2 °0425'E
DISCREPANCIES WITH THESE PLANS PRIOR TO THE
79.79'
B -INCH PVC SDR -35
- -
O
+
200.00'
rar
ORDERIlVG OF MATER-
TA
1
C3
16 °20'01"
P ,
300.00'
RIM =(4
MAT CH
B -INCH PVC SDR -35
uc;f'ie,
le:
WAYNE PASCO
0
GRAPHIC SCALE 1 " =20'
45
IrSZ' 36
pqi7z
N15 °34'48'6
Z00.00'
)AK47'
0 20 40 60
EX EDGE OF
PAVEMENT
OFFS= SEWER — FROM STATION 12 +31.32 TO 13 +98.03
GRAPHIC SCALE 1 " =20'
0 20 40 60
0 OFFOME SEWER SHEET 3 - 5EWER DATA
LINE
DELTA I
CHORD BEARING
RADIUS
LENGTH
REMARKS
Cl
17 '40 39"1
SB I '09'40 "W
200.00'
61.71'
8 -INCH PVC SDR -35
L1
S89 *32'08'E
HORIZONAL 1 " =20'
VERTICAL 1 " =8'
105.01'
B -INCH PVC SDR -35
L2
NO2 °0425'E
79.79'
B -INCH PVC SDR -35
C2
21 05126 "
N9 *54'00 "W
200.00'
76.35'
B -INCH PVC SDR -35
C3
16 °20'01"
S64 °31'47 "W
300.00'
B5.52'
B -INCH PVC SDR -35
uc;f'ie,
le:
WAYNE PASCO
Cq
45
IrSZ' 36
pqi7z
N15 °34'48'6
Z00.00'
)AK47'
16 SWR STA 15 +61.41
MH# 6
CONTRACTOR TO
TRENCH AS NEC
TO AVOID DIST
ADJACENT PROP
OF -
EST
ROAD) - ( +100) '.UAItU DULY d, zgUa
EX EDGE OF X
\
PAVEMENT
EXISTING 20' ROAD
EASEMENT PER BOOK
4694 -,1" d PAGE 363 RECORDED
— GUST 14, 1946
WSNV\4 pSl-1 CAUTION,I
/ EX GAS MAIN
C4
CONTRACTOR TO SHOE 3
TRENCH AS NECESSARY
TO ,AVOID DISTURBING
ADJACENT PROPERTIES $
/ r REPLACE AC BERM WITH
EX EDGE OF
PAVEMENT TYPE G -2 CURB •6 `GUTTER
z v 140161 .�
CAUTIONI
EX GAS MAIN IT IS THE f,0P001SI6lLXrs0 of T"
` C mj-rRAGTat To RLPLAz 1-a�++TiSu� ootc
I° Ev f toy A+VP REtx�AVC To k C #JVIT
U / 3 ��X KT� gEFo�tl Ga4aTCiast�
& UTILITY
22 9
I
\ II.
l SEE P
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- ) MU 541 7Gl -' / ..! "\ .1�/�
REVISIONS
SWR STA 13 +98.03
DATE
MH #7
DATE
RIM = iBFrB6 185 53
_ MATCH X
16 SWR STA 15 +61.41
MH# 6
CONTRACTOR TO
TRENCH AS NEC
TO AVOID DIST
ADJACENT PROP
OF -
EST
ROAD) - ( +100) '.UAItU DULY d, zgUa
EX EDGE OF X
\
PAVEMENT
EXISTING 20' ROAD
EASEMENT PER BOOK
4694 -,1" d PAGE 363 RECORDED
— GUST 14, 1946
WSNV\4 pSl-1 CAUTION,I
/ EX GAS MAIN
C4
CONTRACTOR TO SHOE 3
TRENCH AS NECESSARY
TO ,AVOID DISTURBING
ADJACENT PROPERTIES $
/ r REPLACE AC BERM WITH
EX EDGE OF
PAVEMENT TYPE G -2 CURB •6 `GUTTER
z v 140161 .�
CAUTIONI
EX GAS MAIN IT IS THE f,0P001SI6lLXrs0 of T"
` C mj-rRAGTat To RLPLAz 1-a�++TiSu� ootc
I° Ev f toy A+VP REtx�AVC To k C #JVIT
U / 3 ��X KT� gEFo�tl Ga4aTCiast�
& UTILITY
22 9
I
\ II.
l SEE P
._ -.. �_.� �, _ v ,lk��17 l v . =..4wa .GTe a +Al A4 K' I % , EX�'EDGE OF �i 16, 4,7fil r' ' 1?
- ) MU 541 7Gl -' / ..! "\ .1�/�
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
uta cr unnnn
JS JPC I
wis
SEWER & STORMORAIN REVISION
CITY OF ENCINITAS CONTROL PT. NO P002
P.K. IN REOUEZA, WEST OF I -5
ELEV. 174.36 MSL. NAD 83
HORIZONAL 1 " =20'
VERTICAL 1 " =8'
^' e! � �' '3/J��7
PLANS PREPARED U NDE R
ADD SHEET 38
-r�T p� �
WAYt A. ?ASCo DR (E
RC S 2577
^xt 1,31.11
AT-
4• •0
o
-3-o
WAYNE PASCO
THE SUPERVISION OF RECOMMENDED
DATE: I� BY:
R.C.E. NO. 29577 DATE:
EXP. 3 -31 -07
APPROVALS
0
n
GRAPHIC SCALE 1 " =20'
__ _
0 20 40 F-0
MA
w No, 29577
m Exp. 03/31/07
972FINAL.oroB /1
SHEET 3B OF 4
pQ
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14 u
o=•
a
[} pE
16 +00
1
w ao We CISY APPRoVEO "'QAPF1c. CoNTaot. -PLAv4 W1t.L S C
�� 20' WATER EASEMENT TO BE GRANTED TO
oo CSt uIeEV TEr-W WoeK ICJ ENCw1TAS &vp cDMHwKES. P
Q Q v _ M SAN DIEGUITO WATER DISTRICT
1— L4OIQK DW SFWr.1C ITEMS fft'T"1W- SCWCR MArJ*DLZ$ ZE
1 Qw o A '1���.��� ` ov ° +t ) ON6 hNIiT!►REE SHALl, Vir C- 64P1GTED ATNlCrNT. '
- t _
n w w m •c z N_ WATER EASEMENT TO BE
wz� >Y ® ���i a M/ SNAI -I- BE4+�7 Ar`llfie �1 Fr1. ENGlv1TAS 8W�,.. GRANTED TO SAN DIEGUITO
_ THE o 16 PVC CASING
oQO o m SHM-L BE In/ R C'o�►171Ti0� i DETAIL THIS SR�E �
x a 1 wm Q o N > 3 o QCNEI VE TrtG4 F7C -- - L 1 - _ _ - - - - WATER DISTRICT PER DOC
Q N �$ Co Q x /�' -� •� v .. ✓ Bz ,.€ ^...<. �..d' 1 REC. - - --
o w o w °m �'Q _- x N �x� oQ m m 1 S IIM, 8Y t'1Trf�'R INS TA l.L laG- 1►JSET S Tt'�l --- _ _,
m z ' o N� y �' w x / PLA'r� S art BhCKi� V IWnl4- — � . _
Nw p ii �w omm No Hex w ANi riEf1 J� 2" MAR
N m � � � � z � o �+ u x J �A ✓lnlL . A I. (, hIOiCK hd 17 SC+ksDt7Lhl -
r. f w w z N H¢ v Gr SII WTR STA 31 +60.87
w `s m a o o a ¢ a , �pNTRACTOP TO VERI
hLL 8t G.B�U ARE x.
n y ?-: > nww m 5� H �� m n wv-Q�re� DQN� TO rRC S>11TiSFACTIO�J 0r TAIF CIY OF STA 4 +29.76 � 12'LT ' e n., EXISTING WATERLINE � - ...,.._ N __ _ 23 °=
m w rn x x
cc
�.- 5'' z z �1:NCIIj 1TgS �lJlTI� Q,( IdS P£GTQrC. WTR STA 30 +00.00423° LOON A �LEVATION ��CONC THRUST BLK
s n y Sz' m o O H ti �. �� - - _ - �=; ='€I }W TER B • 21
LL
yt �` ` k w ¢ m _ z ►� v v �" -'``- c._.`� B ' FL 90 SEND 3MPROVEMENTS I
1 FL X TYTON GV
CONC THRUST BLOCK
2- 2 MAR
w¢ W °� 'w c 11 � �V C 1 ��� 21
_�
LLI x 2 2' 80 ASS 'Y 19
1J a e u� w 1- F TYT N GV .
rt iii
B L X 0
_ t( V
<p �a
w o o (NOTE. THRUST BLOCK, KEY G 6
�� MHO GRAPHIC SCALE 1 " -20 ` 90' BEND NOT TO BE PLACED
U. = - • x . '� ¢ i Vim UNDER PAVING OR SIDEWALK)
Auk m mum i
_
� 0 20 40 60 m
GAP AT TOP TO
EXCEED 19MM (/ )
Ide
- L S
� S �
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CLE3a
Ilk
ba ,
. n
, ' t i�E2 PLO aSED
S z,
U
w ` �.. A r4t+�N
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-_� - �,,.. w., �o "` i-ti vxi�"ow� iEl�i'oRg1C`C ACCESS RORD 1® Zr �L OVifZ NOTES: MA,.. SEE NOTE 4
Q w �_ a k- o Q + SEE NOTE 3 MIN.
�c� Z � Za Lzu REM0VI:P Ri P15CZrT1W 6F C Tv CoMPItCTrV NATVrAL 1. REFER TO SECTION 15121 OF THE SPECIFICATIONS
a o ?'W H w ''F"o ' 2. CASING SPACERS SHALL BE CENTER RESTRAINED POSTION TYPE
' ¢ Paz ¢ �Www�� INSTEC102 U�D►J FINALRPACOVI4L _AI�� 3. INSTALL A MINIMUM OF 3 SPACERS PER 6m (20) CARRIER PIPE SECTION EQUALLY SPACED.
u NO 1 t+� Of 6f* 6R. ARY ACLSS lZQAD - 4. THE ANNULAR SPACE BETWEEN THE CARRIER PIPE AND THE CASING SHALL NOT BE FILLED WITH ANY MATERIAL
l o ¢ (( m Q (a l t b UNLESS OTHERWISE NOTED ON THE PLANS.
GRAPHIC SCALE i"=20' O w z w w v ( PRIOR TO ORDERIlITG MATERIALS, CONTRACTOR O VERIFY 5. IN AREAS WHERE A STEEL CASING IS TO BE USED THE INSTALLATION SHALL INCLUDE AN ANODE PER WC -11 AND /OR
F- i- m Q z �, )) A TEST STATION PER WC -10.
~w x HORIZONTAL AND VERTICAL LOCA77ON OF ALL EXISTING QPOFESSIpN9 6. INSTALL ASHALL /BE SELECTED TAPE & TRACER WIPE AS
APPROVED MATERIALS LIST. WP -01 AND SP -01.
0 20 40 60 a� w UTMITIES IN QUAIL ROAD AND ALL UTa�Tl'IES CROSSING Q`�� A A9
TH PROPOSED SEWER MAININENCINITAS BLVD. 3P� so2z O STAINLESS STEEL CASING SPACER SEE NOTE 2. O WATER, RECYCLED WATER OR SEWER MAIN "CARRIER PIPE
OFFO/r SEWER SHEET 4• - 3EWER DATA � � � a � THE ENGIlVEER OF WORK SHALL EE NOTIFIED OF ANY w NO . 29577 m O PVC OR STEEL CASING SEE NOTE 4 6 5. �4 CASING END SEAL
L3 '355°1 -stw 6353 B•INCN 4vc SvR•35 a Exp. 03/31/07
LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS �+M DISCREPANCES WITH THESE PLANS PRIOR TO TILE PIPE CASING DETAIL (WAS WP-04)
L1 S73 °4747 'E 108.68' 8 -INCH PVC SDR -35
C1 9 °00'53" S69 °17'21 "W 200.00' 31.47' B -INCH PVC SDR -35
C2 49'55" S49 040'12"W 200.00' 23.83' -INC PVC SDP--3
0FF5ITE SEWER SNE�T`i • SEWEQVAT
LINE
CA01L178EA9JN6c
LENGcTI{
REMARKS
1-2
154VIV 16 'W
I 4609
I S-INC14 INC SM-36
NB9 °31 '55 "W
i
160.B7' B" PVC (CL -200)
•
CITY OF ENCINITAS CONTROL PT. NO P002
P.K. IN REQUEZA, WEST OF I -5
ELEV. 174.36 MSL. NAD 83
HORIZONAL I"=20'
VERTICAL 1"=B'
PLANS PREPARED UNDER THE SUPERVISION OF
DATE: Z O/ oq
R.C.E. NO. 29577
YNE PASCO
EXP. 3 -31 -07
RECOMMENDED APP PLANS FOR THE IMPROVEMENT OF
BY: AA IL42 BY:
_ 201 QUALL DRIVE
DATE: l i (�/ d C DATE:
PLANNING CASE NO: 02 -217 TM /V /DR /CDF
ORDERING OF MATERIALS. CT
OF CAi -ZFpQ NOT TO SCALE
Leo A
a F ee u
0
WATER DATA
LINE
DELTA
CHORD BEARING
RADIUS
LENGTH REMARKS
L 1
"PROVALS C= OF ENC111*=AS F.P
NB9 °31 '55 "W
i
160.B7' B" PVC (CL -200)
REVISIONS
APPROVED
DATE
REFERENCES DATE
BENCHMARK
SCALE
11
DESwis BY CHEWAEPD By
"PROVALS C= OF ENC111*=AS F.P
J_CNNBMA
i
C
1S
CITY OF ENCINITAS CONTROL PT. NO P002
P.K. IN REQUEZA, WEST OF I -5
ELEV. 174.36 MSL. NAD 83
HORIZONAL I"=20'
VERTICAL 1"=B'
PLANS PREPARED UNDER THE SUPERVISION OF
DATE: Z O/ oq
R.C.E. NO. 29577
YNE PASCO
EXP. 3 -31 -07
RECOMMENDED APP PLANS FOR THE IMPROVEMENT OF
BY: AA IL42 BY:
_ 201 QUALL DRIVE
DATE: l i (�/ d C DATE:
PLANNING CASE NO: 02 -217 TM /V /DR /CDF
7" KohO A
i
Z4
1JAYN A. ?ASCO ATE
'SCE Zg577
!^XP 3 31.11
cp:T
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