2005-9117 I (Plans)0
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GENERAL IMPROVEMENT NOTES
1. A PERMIT SHALL BE OBTAINED FROM THE 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
STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION.
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 ANY 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 SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER
WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE
ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES
CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE: (800) 422 -4133
8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK
NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER 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: (800) 422 -4133
9. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER
WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL WATER SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF
WATER PIPING AND APPURTENANCES
CONTACT THE SAN DIEGUITO WATER DISTRICT.
TELEPHONE: (800) 422 -4133
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
(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. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY
OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY
OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS.
(IF APPLICABLE).
15. ALL LUMINAIRES SHALL PROVED TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF
LIGHT ABOVE THE HORIZONTAL
16. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT
A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE
FOR SUCH A MEETING. PHONE NUMBER 633 -2770.
17. 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.
18. 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.
19. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND
LOCATION APPROVED BY THE INSPECTOR.
20. ALL WORK SHALL BE DONE IN A 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).
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VICINITY MAP `
NO SCALE
LWD SEWER NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION
OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
LEUCADIA COUNTY WATER DISTRICT LWD SEWER STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION ( GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST
CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS
GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL
BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3.
DOCUMENTS ON THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE
ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER
THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS
OF THE SEWER QUANTITIES.
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK
SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD.
8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED
THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC
SURVEY REQUIREMENTS.
9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT
FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD
PRIOR TO CONSTRUCTION.
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES.
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING,
BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF
WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION
AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL
TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE
PREPARED BY A REGISTERED ENGINEER.
A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD
INSPECTOR PRIOR TO EXCAVATION.
12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES.
CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL
THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL
MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR
AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE
MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT
ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING
PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL
NOT BE ALLOWED.
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE
PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER.
TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING
UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE
POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A
DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR
SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN
ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF
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. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS
REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO
TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND
FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY
AND CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER
WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE
SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND
THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE.
SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER
IN WRITING PRIOR TO CONSTRUCTION.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND
SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE
ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR RENEW AND
APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS
AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT.
TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF
WORK.
22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY
MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A
LICENSED SURVEYOR TO RE- ESTABUSH AND RECORD THE MONUMENT CHANGE PER
STATE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE
SEWER PIPE AND ANY OTHER UTILITIES.
24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY
WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT
REGULATIONS.
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN
THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE
CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED
BY DISTRICT ENGINEER.
JP ENGINEERING, INC.
CIVIL ENGINEERING m LAND PLANNING m SURVEYING
4849 RONSON COURT, SUITE 105
13 SAN DIEGO, CA 92111
(858) 569 -7377 FAX (858) 569 -0830
ENGINEER 0� _ F WORK: FILE CODE:
717 -04
J.H. PALACIOS, R.C.E. 32031 DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE
)CADIA -AS BUILT PLANS PER NORTH COUNTY VERTICAL CONTROL
E'-0 -W LDT841JLY NI IIAM12, BOOK, NO ❑C 0145 LOCATED ON LA
WAr keW510AI COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL N/A
- r/- SW CORNER OF CONCRETE WALK
STANDARD DISK FOUND FLUSH WITH
SURFACE. VERTICAL N/A
ELEVATION = 59.308
LWD SEWER NOTES CONT°D
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN
UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL
LOCATION BY THE CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER ARE SHALL BE BURIED OVER EACH LATERAL THE
WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE.
THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE
WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END
OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL
THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
29, ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS,
LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE
CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE
PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE
SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE
LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE
MFGR.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER
STANDARDS. WATER JETTING SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE
TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOUTHICALLY PLACED, FINISHED, AND COMPLETED
AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE
ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF
MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT.
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH
DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A
2" BY 2" BUM RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE.
GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED
EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER
BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER
BACKFILL.
37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR
TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO
CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE
AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
39. MANHOLES SHALL BE 4 FEET DIAMETER FOR PIPE UP TO 15" DIAMETER PER LWD
STD DWG S -3. MANHOLES SHALL BE 5 FEET DIAMETER FOR PIPE 18" AND
LARGER PER LWD STD DWG S -4.
40. MH'S SHALL BE LINES WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A
POLYURETHANE PROTECTIVE LINING SYSTEM PER SECT. 500 -2 OF THE GREENBOOK
FOR 1) ALL NEW MH'S ON SEWERS 15" OR GREATER; 2) ALL MH'S WITH INLET PIPE
SLOPE 5% OR GREATER; 3) ALL EXISTING MH'S WITH NEW CONSTRUCTION; AND 4)
ALL MH'S W11 1,000' DOWNSTREAM OF A FORCE MAIN DISCHARGE TO GRAVITY
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OP RG5P0A0519LG_CHA?4r: (LoTB) _
DECLARATION OF RESPONSIJC CHARGE g(L077 51-TIA„D9)
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT
ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS OF THE
TECHNICAL SUFFICIENCY OF ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER RESPONSIBILITY FOR THE PLAN OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD
HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT
ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SAN DIEGUITO WATER DISTRICT WATER NOTES
WORK TO BE DONE
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1.
WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS,
CURRENT AT THE TIME
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARD
OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER.
8" WATER CONNECTION . ..........................
�.
. . 1 EA............ - -
COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL
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8" GATE VALVE (G.V.) - ----- - - -
-- WV- 01 ............
WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE.
1. CITY OF ENCINITAS STANDARDS
Z
12" GATE VALVE (G.V.) _ _- _- - - - -
-- WV- 01 .............2
2. CITY OF ENCINITAS GRADING ORDINANCE
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2.
UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE
3. THIS SET OF PLANS
....... 1 EA_____ _ _ _ _ _ _ _ _ _
STEVEnf R. SeNP RcE &!i z- DATE
BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT,
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
-01 _ _ _ _ -
- - - - - - .2 EA-- - - - - - - - - - - - - -�
AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER.
5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND
AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS.
3.
WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE,
6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC., DATED NOVEMBER
2, 2004.
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TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET.
7. LEUCADIA WASTEWATER DISTRICT STANDARDS AND SPECIFICATIONS
4.
ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS.
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5.
CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR
LEGEND
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EACH RESIDENTIAL LOT.
ENCINITAS, CA 92024
C.7
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6.
CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION
DESCRIPTION DWG. NO.
QUANTITY
SYMBOL
N
OF SAFETY FOR ALL TRENCH WORK.
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A
7.
INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR
STREET IMPROVEMENTS
EXISTING WATER SERVICE AND METER...
_ _ _ ... _ .
=
7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
Itj
"ITY OF ENCINITAS ENGINEERING
8.
PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
N❑,
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- - - - - - - - - - - - - - -
EXISTING FIRE HYDRANT- -- ----------
- - - - --
A.C. PAVING AND BASE ... . (SEE GENERAL NOTE NO. 2).
.. .12,100 S.F. .
9.
CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF
_ _ _ - - - -
-
EXISTING SEWER MAIN . . . . . . . .......
ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
A.C. OVERLAY _
-7,500 S.F ..........
. .. .. . .. .... . ..
M
10.
THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES
G
CL
U
ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS
6" CURB (0" HT x 15" DEEP) -1, G -10
L.F_
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RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE
.....G _ _ . _ ......
.910 .. _ _ . _ ... . .
CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT
0)
TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
CONCRETE DRIVEWAY ........... G -14A ..............
1,670 S.F ------- -----
°
-.-=
11.
PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE
(W /O 2:1 TRANSITIONS)
CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS
CONCRETE GUTTER G -12
S.F.............
L_
COMMITTEE (WASC) SPECIFICATIONS.
. .......... . .............
.633
_
12.
THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS
IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT.
GRAVEL PAVE_ _ _ .... SEE DETAIL SHEETS 2 AND 3 ......
3,850 S.F... _ _ _ _ _ . _ . .
13.
FILL AREAS MUST BE COMPACTED TO 907, PRIOR TO PIPE INSTALLATION.
STREET NAME AND STOP SIGN. .R -1. - - - - _ _ _ _ _ _ _
...
- - .1 EA.. .....
14.
APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT 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
"NO PARKING ALLOWED" SIGN . ... .R -26F . . . . . . . . ......
.5 EA------- ...... .
LIMITS OF THIS PROJECT.
15.
ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE
"NOT A THROUGH STREET" SIGN.... W -53 ...........
. .1 EA..............
PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL
BARRICADE M -9
EA.........
❑ (]
BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER
- - - - - - - - - - - - - - - - - - _ ........ _ . _ _
_ _ ..1 _ _ . _ _
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
STREET SURVEY MONUMENT -10
EA..............
Q
WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE APPROVED
... .M .. . . . . ...........1
D.G. OR COLOR CONCRETE SIDEWALK,
1050 S.F
BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION. BACKFLOW DEVICES
C
• • • • ' • ' • '
, . ...........
:..:........
ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE
SEWER IMPROVEMENTS (LWD SEWER)
WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW
DEVICE ARE RESPONSIBILITY OF OWNER.
8" P.V.C. SEWER MAIN (SDR -35) . - S -11 ...........
. 316 LF..............
-g
17.
MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS.
SEWER MANHOLE . .. . . . . . . .... S -3_ _ - - _ - - _ _ _ _
_ - - - 1 EA.. .... - - _ _ . _ _
M.H.O
18.
UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
4" P.V.C. SEWER LATERAL - - - - - - S -17................
8 EA. _ _ _ _ _ _ _ _ _ . -
19.
CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR RELOCATING ANY EXISTING WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT IS AFFECTED BY
SEWER CLEANOUT S -8, S-9.
1 EA.
THEIR PROJECT.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .
_ _ _ _ - . - _ _ _ _ _ _ - -
20.
CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES
CONCRETE ENCASEMENT_ _ - . - . _ . _ S -15........... _
.... 48 L.F. _ _ _ _ _ _ _ _ . _
REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN
DIEGO COUNTY WASTE DIVISION.
WATER _IMPROVEMENTS (SAN DIEGUITO WD WATER)
21.
USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH
W
DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH
8" P.V.C. (CLASS 200). .......... WP -01, WP- 02........
153 L.F. - - - - - - - - - - - -
HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW
WATER MAIN
CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION
w
COUPLINGS. USE 9.5 FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR
4" P.V.C. (CLASS 200)... _ _ _ _ _ _ _ WP -01, WP -02_ . _ _ _
_ .. 183 L.F.. ... . . . . . . . .
ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS
WATER MAIN
WITH DEFLECTION 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
1" WATER SERVICE WS -01
8 EA.............
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 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL
2" BLOW -OFF ASSEMBLY. -01
EA.-
NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE.
_ . _ _ _ ...WB . .........
. . . . .2
W
R1
RELOCATED 1" WATER SERVICE. ....WS -01 . ..... . . ........1
EA.. .... _ _ . _ . _ . .
/
45' 50' R W
�
-
- ' SDWD
2" MANUAL AIR RELEASE ASSEMBLY.. _ . WA -01 (SDRSD)-------
EA ..............
EASEMENT
LOT 8 25'
1 20' TO 25'
12
8" WATER CONNECTION ______________________ _ _____
_1 EA..............
2'f 10'1 12f
I
8" GATE VALVE (G V) WV -01
1 EA
e��1 PLAN IIVG STRIP
BY: DATE: ��- Z�--� =5 I WALKWAY ELEV. SHOWN I
JORGE H. PALACIOS "
RCE NO. 32031 BO HA. PAI
PAS '
e
II I ON PLAN I 6 FIRE HYDRANT ASSEMBLY_ _ _ _ _ _ _ _ _ WF -Q1 .... _ _ _ - - - - - 1 EA_____ _ _ _ _ _ _ _ __ T
2% d 3� I G � 2 %TOA; %t
�� �y CONCRETE THRUST BLOCK .. - _ _ _ _ _ _ _ WT -Q1 ......... . . . .3 EA............
JP ENGINEERING, INC. AO� �C3cv- 2 "x 8" REDWOOD a o,..o; - - -- - --- -- CC��� \ /a \\
HEADER (D.G.ONLY) - SAW CUT
4849 RONSON CT., STE. 205 Na. 32031
NEW A.C. PAVING AND BASf
Fmp
SAN DIEGO, CA 92111 12/31/06 $ MIN.4" O,G. SIDEWALK OVER 9" CLASS II GRAVEL PER CITY STANDARDS AC
(858) 569 -7377 BASE COMPACTED TO 90% OR 4" STAMPED PAVE OR MIN. 4' AC OVER RESURFACING
CAVIL COLOR CONCRETE SIDEWALK (COLOR AND EQUAL,SEE 6" CLASS HAB, T. I.=6.0' (SEE SPECIAL
��CALtw� PATTERN TO BE APPROVEDBY PLANNING DETAIL 6" CURB(0" HT n 15" DEEP) NOTE ON SHEET 2)
OWNER CERTIFICATION r( oss W_ 1 9 DEPARTMENT) TYPICAL SECTION- ANDREW AVENUE
I HEREBY AGREE TO COMMENCE W K OIYAN MfPRO�VMENTS SHOWN NO SCALE
ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS 3' SDWD 10' PRIVATE
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH EASEMENT DRAINAGE EASEMENT
WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH 32' TO 40' EASEMENT
THIS PROJECT OR UNDER MY CONTROL.
24' TO 44' PRIVATE ROAD EASEMENT
OWNER: BARRATT AMERICAN, INCORPORATED
ADDRESS: 5950 PRIESLTY DRIVE I I 4' 12' 12' AND 20' 4'
ARLS AD AUFO IA 92008 ELEV. SHOWN
ON PLAN
G JA ER, CE- PRESIDENT DATE
ASSESSORS Ih.. I" I I 2% 2% 2%
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENT AS SHOWN ON THIS
PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE
OF APPROVAL FOR CITY OF ENCINTAS TRACT NO. 03 -009 AND THE
STANDARDS FOR PRIVATE STREETS
JORGE H. PALACIOS, R.C.E. 32031 DATE
NEW A.C. PAVING AND BASE (SEE
6" CURB GENERAL NOTE NO. 2) MIN. 4' AC 6" CURB
GRAVEL PAVE OR (0" HT x 15" DEEP) OVER 6" CLASS II AB, T.T. =5.0 (0" HT x 15"
EQUAL, SEE DETAIL DEEP)
SHEET 3
TYPICAL SECTION - PAXTON WAY (PRIVATE)
NO SCALE
I LEUCADIA WASTEWATER DISTRICT I SAN DIEGUITO WATER DISTRICT I ENCINffAS FIRE DEPARTMENT
DATE; -42S/ /6s-
SIGNATURE
(EXPIRES 2 YEARS FROM DATE SIGNED
PLANNING AND BUILDING DEPT
BY: 1;}.��
DATE; Tlog
BY: `LY.�- ___
DATE: I -ZO- OS
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
DATE; /-e20- O5
SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED
APPROVALS
PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMENDED/ E
DATE ; 01"5 -05 BY, 411144ol BY:
R,C,E, NO, : 32031 3 z e
JORGE H. PALACIOS DATE: �/ 2 � S DATE:
EXP, 12 -31 -06
LEGAL DESCRIPTION
LLJ
z
L0 co
FUTURE WATER IMPROVEMENTS
(SAN DIEGUITO
WD WATER)
AS- BULLTS FOR 4L -Z
8" WATER CONNECTION . ..........................
�.
. . 1 EA............ - -
Q
8" GATE VALVE (G.V.) - ----- - - -
-- WV- 01 ............
.1 EA.. -- .-- - - - - -- .
Z
12" GATE VALVE (G.V.) _ _- _- - - - -
-- WV- 01 .............2
EA --------------
!a_23_A3
2" MANUAL AIR RELEASE ASSEMBLY_ ...
WA -01 (SDRSD)
....... 1 EA_____ _ _ _ _ _ _ _ _ _
STEVEnf R. SeNP RcE &!i z- DATE
2" BLOW -OFF ASSEMBLY_ _ _ _ ........WB
-01 _ _ _ _ -
- - - - - - .2 EA-- - - - - - - - - - - - - -�
,
LEGEND
-=
rn
NOTE.
(i
W
0
ITEM
SYMBOL
z
(n
ONLY AND ARE NOT TO BE USED FOR PAY QUANTITIES.
ENCINITAS, CA 92024
C.7
d
LLJ
EXISTING WATER MAIN_ - .__ ____________
__ _
W
z
N
BE INSTALLED UNDERGROUND
L
A
ID
EXISTING WATER SERVICE AND METER...
_ _ _ ... _ .
=
w
Itj
"ITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT
DRAWING
N❑,
LLJ
Q
EXISTING FIRE HYDRANT- -- ----------
- - - - --
�--�
CD
O
EXISTING SEWER MAIN . . . . . . . .......
. . . . . . .
S
W
M
EXISTING GAS MAIN . . . . . . ..............
. . .
G
CL
U
Z
I
O
0)
LEGAL DESCRIPTION
LLJ
z
L0 co
� K &F -W � o sNe &r3 •mcarz�I�
AS- BULLTS FOR 4L -Z
O
�.
A PORTION OF THE SOUTH HALF OF SECTION 33, TOWNSHIP 12
Q
a�
00
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, TO UNITED
Z
ACCORDING
!a_23_A3
0-)
00
STATES GOVERNMENT SURVEY APPROVED OCTOBER 25, 1875.
STEVEnf R. SeNP RcE &!i z- DATE
d'
ASSESSOR'S PARCEL NUMBERS: 216 - 052 -09
,
-=
NOTE.
SITE ADDRESS:
W
0
Z
1) QUANTITIES SHOWN ABOVE ARE FOR PERMIT PURPOSES
236 -238 ANDREW AVENUE
(n
ONLY AND ARE NOT TO BE USED FOR PAY QUANTITIES.
ENCINITAS, CA 92024
z
LLJ
LLJ
2) ALL OVERHEAD UTILITIES - EXISTING AND PROPOSED SHALL
I--I
Q�
Z
BE INSTALLED UNDERGROUND
L
A
ID
Z
A
=
"ITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT
DRAWING
N❑,
LLJ
Q
0-
IMPROVEMENT PLANS FOR:
CITY OF ENCINITAS TRACT NO. 03 -009 9117-I
WORK PROJECT NO,
SHEET 1 OF 3
OWMER C-s&TlPlcA-T1o^1 (LdT&)
I H61LODN A4eEE TOG.oMME•JC6 WORK o•S
M N E ✓Oamsl tS
TW RFPPILOWC -6 TO LOTSO%Ly w%T1iW EXISTI0C(CITY jkkfj%T -OR -WAY WITHN
•O DAYS tT ISSVAWGB OF TIFF CONST%tVc T%OA) PEQMITAND TO pa,%L5t)6 f
SuclFwsRKAcrwes-yeNGV6RY No(UNRLwamwcipAYvNTil.e.ompLe- z>, J
I1jLRE5PECG1IVE 11ND A556GIhTeDwIT%„/
TRiS FLoTEcT C7Q uNDBR A4Y CONTROL -, � �1
0%mvelk: Sif III OM651LP EXISTING WATER METER TO BE —
AVDR659:SItEA tNOi%Q5)LP RELOCATED BEHIND PROPERTY LINE
9990 MESA Q.1M k0ftViS16ZOO WATER EASEMENT GRANTED TO SAN
SANDIEGOIcA92i21 r DIEGUITO WATER DISTRICT PER MAP
Jri, J DU J �1 j J r J Ji EXIST. 3" STORM DRAIN
FORCE MAIN OUTLET TO BE
T�� -�J.� ri����, REMOVED
O'cll W VANCE)A�TY+oa•tZ6AteN7 VIII j BARRICADE
- '� -�-e_� / EXISTING EDGE M -9
OF PAVEMENT STA. 8±_48.42
G
7 +00
W
EXIST. F.H.
SPECIAL NOTE:
EXISTING PAVEMENT ON ANDREW AVENUE TO BE CORED
AND TESTED BY SOILS ENGINEER FOR STRUCTURAL
QUALITY TO MEET MINIMUM CITY STANDARDS. IF IT DOES
NOT MEET CITY STANDARDS, THE DEVELOPER SHALL
REMOVE THE EXISTING PAVEMENT AND PROVIDE NEW AC
AND BASE FOR HALF THE WIDTH PLUS A MINIMUM OF 10'
SOUTH OF THE CENTERLINE. OTHERWISE, PAVE AND
OVERLAY AS SHOWN ON TYPICAL STREET SECTION ON
SHEET 1, AND /OR AS RECOMMENDED BY SOILS ENGINEER.
JP ENGINEERING, INC.
:OF L ENGINEERING m LAND PLANNING 0 SURVEYING
4849 RONSON COURT, SUITE 105
SAN DIEGO, CA 92111
(858) 569 -7377 FAX (858) 569 -0830
PENGINEER WORK: I FILE CODE:
672- zs 0 717 -04
J.H. PALACIOS, R.C.E. 32031 DATE
R/W
2.5
PLANTING STRIP
�, I r•
'10 1
ii!�1!1111111 11 SRI!
. 5`jT 11, { • It �'!• ••i �t�xi �r • ti r�i�.1 •i•'i 1
d1�4.�s*�a.1<<•�' {lrr •.•l �j 1 i�1 il� �Ii .:.���NI'{•i•�•��r�iti,R .�I�a• Ira .1 °.�Rii•- a�(•�$(S•i��'►C!*F+bi V�*,�A���r: i ��
•..,.;.�ny'SI.d. �rr•:i(i�•'r'•i�.,, C•�"v���` r. ' ' _ `i�N +i'+.•'ii YA �i`i49�1�ti ii /�CiiT�• ai�rf,��� �'I.I:I.r:Iri.1'C•�'C• 1 {a�til►t�- .
i
COLD
it 1 A.C. RESURFACING
EXISTING 1 : 1
OF 1 1 yi
EXIST. POWER POLE
5'
WALKWAY
2%
2.5'
GRAVEL PAVE
OR EQUAL
CONCRETE DRIVEWAY PA 7.5,
TO GARAGE
2.5'
2"
2.5' 6" ANDREW
AVENUE
6" CURB
5 -1/2" OR AS " (0" HT x 15" DEEP)
RECOMMENDED 6 MIN.
CLASS II AB 520 -C -2500
PER SOILS ENGINEER CONCRETE
DETAIL 'B/: CONCRETE DRIVEWAY APPROACH FOR LOT 8
IlQSCAL
0 to s0 yo
G G
_ _ o „ SAW CUT EXISTING EAVEMFNT - _ . ..... .. . 1
i
1- 1 +0a.. - ----- --- - - - - -- 12 +00 SCACE.l =L0
(LWD NO: 0- 0790).. ... 1
EXIST. SEWER_ -M:H.
STA.' JO +60- W - - - - - -
- W - - _ - - -•— • --•- -� w
- \ OHU OHU
2" B.O.
STA. 10+50 1/
PEA GRAVEL WITH 1/2" EXIST. POWER POLE TEMPORARY WATER CONNECTION
COVER OVER CUPS I r) r. � � I J �, r r� rt 1 -8" FL. TEE, 1 -8" FL. x TYTON G.V., 2 -8 "x 6"
5' 6" ANDREW AVENUE 1., E'3 0U J H Y- /I J G J J4 AC x PVC ADAPTERS W/ RESTRAINER GLANDS
1 . 1 J r) , ���, ON PVC SIDE, AND 1 -2" B.O.
(CONTRACTOR IS REQUIRED TO VERIFY WATER
q LINE DEPTH PRIOR TO START OF CONSTRUCTION.)
2.5 DEVELOPER IS RESPONSIBLE FOR FUTURE ULTIMATE WATER
IMPROVEMENTS, IE. CONNECTION OF 8" WATER LINE WITHIN
r' 2% TO 4% PAXTON WAY TO NEW 12" MAIN ON ANDREW AVENUE.
IMPROVEMENTS INCLUDE: 1 -12 "x 8" FL. TEE, 2 -12" FL. x
3" 2% PO G.V., 1- 8" FL. x PO G.V., 1- 2" MAR, AND 2 -2" B.O.
� ,
• • • •
HEADER 6" MIN. CLASS I[
• • '
1 DEEP'
COMPACTED SUBGRADE,
DENSITY 95% MODIFIED PROCTOR
ANDREW PAVE DRA
NO SCALE
(GRAVEL PAVE 1- 800 - 428 -1333)
REVISI ❑NS APPROVED DATE REFERENCES DATE BENCH MARK 'SCALE
)IA -AS BUILT PLANS PER NORTH COUNTY VERTICAL CONTROL
E O -tNtor OIULY
BOOK, NO DC 0145 LOCATED ON LA
I IO COSTA AV. BRIDGE OVER AT &SF RR ON }{ORIZONTAL 1' =20'
SW CORNER OF CONCRETE WALK
IS 3 NOTED STANDARD DISK FOUND FLUSH WITH 1' =81
SURFACE. VERTICAL
ELEVATION = 59.308
4-EXIST. POWER POLE
P G��'�) 1
AR
Tl
ANDREW AVENUE -STA. 10 +55.42=
PAXTON WAY -STA. 3+AQ -- I +2.5
STREET SURVEY MONUMENT
PER M -10
❑
PRIVATE CURB DATA
NO
DELTA BRG. RADIUS LENGTH REMARKS
1
ABANDONED 4" BACKFLOW
I -
PAXTON WA Y
1 6" G -1 0 HT
2
1 N 74'56'41" E
I -
1 60.92'
1 "
JORGE H. PALACIOS
EXP. 12 -31 -06
PREVENTER TO BE
COTO�VERIFOY
SEE SHEET 3
SE REQUIRED
N
THE WATER SERVICE HAS
_. -_ -.- - --
EXISTING GAS
BEEN ABANDONED AT MAIN)
+
METER TO BE
°D
RELOCATED BEHIND
-
d
PROPERTY LINE
'• -'
n
SEC
ZA
m
EXISTING 2" WATER
l •
OP 9iti-67-& P
8
8
06 J
METER ( #17558689) TO
y
0
+
BE REMOVED AND 2"
+
r ( r) r� I r I )1-2 r. r
P C' J DJ 1 H J (✓
W
rn o
WATER SERVICE TO BE
I'
_
o+
_ J Ji
z
d w
ABANDONED AT MAIN
^
: = ::{
I) ��
G
c+
w
:: :::: - -:
'Z 1 N
I
t _ _ �°
2
v~i
COLD PLANE PRIOR TO A.C. RESURFACING
-
TO PROVIDE FOR SMOOTH TRANSITION
:. - - . .::.:•:� ::...... x,..
..... ....
.. • . ::: ...: : :::.:.;
.:::.. };
: � - - • •
.11+83.34
�, I r•
'10 1
ii!�1!1111111 11 SRI!
. 5`jT 11, { • It �'!• ••i �t�xi �r • ti r�i�.1 •i•'i 1
d1�4.�s*�a.1<<•�' {lrr •.•l �j 1 i�1 il� �Ii .:.���NI'{•i•�•��r�iti,R .�I�a• Ira .1 °.�Rii•- a�(•�$(S•i��'►C!*F+bi V�*,�A���r: i ��
•..,.;.�ny'SI.d. �rr•:i(i�•'r'•i�.,, C•�"v���` r. ' ' _ `i�N +i'+.•'ii YA �i`i49�1�ti ii /�CiiT�• ai�rf,��� �'I.I:I.r:Iri.1'C•�'C• 1 {a�til►t�- .
i
COLD
it 1 A.C. RESURFACING
EXISTING 1 : 1
OF 1 1 yi
EXIST. POWER POLE
5'
WALKWAY
2%
2.5'
GRAVEL PAVE
OR EQUAL
CONCRETE DRIVEWAY PA 7.5,
TO GARAGE
2.5'
2"
2.5' 6" ANDREW
AVENUE
6" CURB
5 -1/2" OR AS " (0" HT x 15" DEEP)
RECOMMENDED 6 MIN.
CLASS II AB 520 -C -2500
PER SOILS ENGINEER CONCRETE
DETAIL 'B/: CONCRETE DRIVEWAY APPROACH FOR LOT 8
IlQSCAL
0 to s0 yo
G G
_ _ o „ SAW CUT EXISTING EAVEMFNT - _ . ..... .. . 1
i
1- 1 +0a.. - ----- --- - - - - -- 12 +00 SCACE.l =L0
(LWD NO: 0- 0790).. ... 1
EXIST. SEWER_ -M:H.
STA.' JO +60- W - - - - - -
- W - - _ - - -•— • --•- -� w
- \ OHU OHU
2" B.O.
STA. 10+50 1/
PEA GRAVEL WITH 1/2" EXIST. POWER POLE TEMPORARY WATER CONNECTION
COVER OVER CUPS I r) r. � � I J �, r r� rt 1 -8" FL. TEE, 1 -8" FL. x TYTON G.V., 2 -8 "x 6"
5' 6" ANDREW AVENUE 1., E'3 0U J H Y- /I J G J J4 AC x PVC ADAPTERS W/ RESTRAINER GLANDS
1 . 1 J r) , ���, ON PVC SIDE, AND 1 -2" B.O.
(CONTRACTOR IS REQUIRED TO VERIFY WATER
q LINE DEPTH PRIOR TO START OF CONSTRUCTION.)
2.5 DEVELOPER IS RESPONSIBLE FOR FUTURE ULTIMATE WATER
IMPROVEMENTS, IE. CONNECTION OF 8" WATER LINE WITHIN
r' 2% TO 4% PAXTON WAY TO NEW 12" MAIN ON ANDREW AVENUE.
IMPROVEMENTS INCLUDE: 1 -12 "x 8" FL. TEE, 2 -12" FL. x
3" 2% PO G.V., 1- 8" FL. x PO G.V., 1- 2" MAR, AND 2 -2" B.O.
� ,
• • • •
HEADER 6" MIN. CLASS I[
• • '
1 DEEP'
COMPACTED SUBGRADE,
DENSITY 95% MODIFIED PROCTOR
ANDREW PAVE DRA
NO SCALE
(GRAVEL PAVE 1- 800 - 428 -1333)
REVISI ❑NS APPROVED DATE REFERENCES DATE BENCH MARK 'SCALE
)IA -AS BUILT PLANS PER NORTH COUNTY VERTICAL CONTROL
E O -tNtor OIULY
BOOK, NO DC 0145 LOCATED ON LA
I IO COSTA AV. BRIDGE OVER AT &SF RR ON }{ORIZONTAL 1' =20'
SW CORNER OF CONCRETE WALK
IS 3 NOTED STANDARD DISK FOUND FLUSH WITH 1' =81
SURFACE. VERTICAL
ELEVATION = 59.308
4-EXIST. POWER POLE
P G��'�) 1
AR
Tl
ANDREW AVENUE -STA. 10 +55.42=
PAXTON WAY -STA. 3+AQ -- I +2.5
STREET SURVEY MONUMENT
PER M -10
❑
PRIVATE CURB DATA
NO
DELTA BRG. RADIUS LENGTH REMARKS
1
1 N 74'56'41" E
I -
140.00'
1 6" G -1 0 HT
2
1 N 74'56'41" E
I -
1 60.92'
1 "
0 CENTER LINE DATA — PRIVATE DRIVEWAY
NO DELTA BRG. RADIUS LENGTH REMARKS
1 N 74'56'41 E - 1 274.92'
PLANS PREPARED UNDER
SUPERVISI ❑N OF
REC❑MMENDE
APP ❑ E
DATE U2- ZS -OS
BYE
BY`
R.C,E, NO. 1 32031
DATE; �Qs
DATE 3�2 —
JORGE H. PALACIOS
EXP. 12 -31 -06
DECLARATION OF RESP®N.'
STA?YMt:NT OF FNVIkEA OF WORT! FOA LOT 8 ONLY:
BLE CHARGE FOR LOT 8
Sr611iArURE: pprf.• ll S-r2
MVIII J 0, R.C. SSJZq
513 uc4 dK��S�o gYiONS, ING
_104 v ra�G lzo2q
6?: _^
15
:ITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO
IMPROVEMENT PLANS CITY OF ENCINITAS TRACT 10. 03 -009 9117 -I
WORK PROJECT NO.
SHEET 2 OF 3
U CV
Z �
C.7 �
Z (n
W Lj
W
Z_
O _ �
Z
W
� U �
� Z I
O CO
LI Z to
� O
00
m 00
-- 0
0 Z
Z LEI LLJ
0� Z
3AE3
ZA=
-Li Q�
PRIVATE CURB DATA
NO DELTA BRG. RADIUS LENGTH REMARKS
1
90'00'00"
25.00'
39.27'
6" G -1 0" HT
2
N 15'03'19" W
-
83.48'
"
3
29'42'13"
138.00'
71.54'
"
4
N 4445'32" W
-
68.34'
"
5
1712'59"
162.00'
48.68'
"
6
229'14'34"
36.00'
144.04'
"
7
66'27'33"
40.00'
46.40'
"
8
N 4445'32" W
-
35.96'
"
9
20'20'59"
170.00'
60.38'
"
10
7433'26"
5.00'
6.51'
"
11
65'12'12"
5.00'
5.69'
"
12
N 15'03'19" W
-
101.22'
"
13
90'00'00"
25.00'
39.27'
"
A
CENTER
LINE DATA
- PRIVATE DRIVEWAY
NO
DELTA BRG.
RADIUS
LENGTH REMARKS
1
N 15'03'19" W
I -
"
120.48'
A
2
29'42'13"
1 150.00'
O PUBLIC WATER LINE DATA
77.76'
1
3
N 44'45'32" W
I -
8" PVC C -900 CL -200
68.34'
08'14'06"
4
17'12'59"
1 150.00'
3
45.07'
2
O PUBLIC SEWER LINE DATA
NO DELTA BRG. RADIUS LENGTH REMARKS
1
N 15'03'19" W
-
1
8" PVC SDR -35
DROP
TO MAIN
SLOPE
%
DEPTH
BELOW
T.C. AT PA
08.00
"
CONCRETE
ENCASEMENT
UNDER
GRAVEL PAVE
A
B
C
D
O PUBLIC WATER LINE DATA
NO DELTA BRG. RADIUS LENGTH REMARKS
1
N 15'03'19" W
-
1 15236'
8" PVC C -900 CL -200
2
08'14'06"
140.00'
20.12'
4" PVC C -900 CL -200
3
N 37'33'19" W
2
1 159.75'
"
4
N 52'26'41" E
1.2'
1 23.55'
6" F.H. ASSEMBLY
WA
SEWER
LATERAL TABLE
LOT
N0.
CURB
ELEV.
INV.
AT CURB
LINE
LGTH.
INV.
MAIN
DROP
TO MAIN
SLOPE
%
DEPTH
BELOW
T.C. AT PA
REMARKS
STATION
INSTALL
BACKWATER
VALVE IN
ACCORD. W/
SEC. 710
OF UBPC
CONCRETE
ENCASEMENT
UNDER
GRAVEL PAVE
A
B
C
D
E
F
G
1
75.21
68.06
9'
66.31
1.2'
10.0
7.15'
1 +85.76
YES
NO
2
1 76.52
1 69.34
14'
67.30
1.2'
8.0
1 7.18'
2 +76.14
NO
NO
3
75.03
69.53
41'
68.43
0.33'
2.0
5.50'
3 +90.40
NO
NO
4
74.52
69.76
44'
68.61
0.33'
2.0
4.76'
4 +10.61
NO
NO
5
73.43
69.52
39'
68.67
0.33'
2.0
3.91'
4 +16.39
NO
YES
6
74.48
68.98
39'
68.06
0.33'
2.0
5.50'
3 +50.67
NO
YES
7
75.66
69.00
31'
67.45
1.2'
2.0
6.66'
2 +90.04
NO
YES
9
1 75.69
1 68.28
1 29'
66.78
1 1.2'
1 2.0
1 7.41'
1 2 +32.37
1 YES
YES
SEWER CLEANOUT
PER S -8
STANDARD WYE -
4" P.V.C.
C SEWER
LATERAL
8" SEWER o
PLUG c^o 8" P.V.C. of
co SEWER MAIN (D
iJ
41 =
co
WATER LATERAL TABLE
LOT
NO.
TOP OF CURB
ELEVATION
STATION
1
75.31
1 +90.76
2
76.56
2 +70.84
3
75.27
3 +73.15
4
74.18
4+22.60
5
73.11
4 +19.64
6
73.19
4 +14.52
7
75.75
2 +85.68
9
75.78
1 2 +38.32
SEWER CLEANOUT DETAIL AT STA. 4 +16.39
NO SCALE
CONCRETE DRIVEWAY 5' 5' PAXTON WAY
TO GARAGE
3"
6" CURB
5 -1/2" OR AS 6" MIN. (0" HT x 15" DEEP)
RECOMMENDED CLASS II AB 520 -C -2500
PER SOILS ENGINEER CONCRETE
DETAIL 'A': CONCRETE DRIVEWAY APPROACH FOR LOTS 4 THRU 7 AND 9
NO SCALE
PEA GRAVEL WITH 1/2"
3'SDWD COVER OVER CUPS
EASEMENT 10' 1 PAXTON WAY
5' 5'
4 +00
0 10 20 40 8(
SCALE.• 1"-20"
SEWER C.O.
RIM ELEV. 74.60
I.E. 69.78
\!
SEWER C.O.
RIM ELEV. 75711
I.E. 69.54 STA. 3+87
"NO PARKING
p ALLOWED" SIGN
o,
3
Q
\ � PCR 3+34.21
PCR
-
VE . 1 »_8,
3 +00
2 +00
1+00
0
0
MANHOLE ID NUMBER
UPS MH
COORDINATES
PIPE
LENGTH
(FEET)
PIPE
DIA.
(IN)
PIPE
MATERIAL
SLOPE
( %)
LOCATION OF MANHOLE (ADDRESS)
MH RIM EL.
FEET
MH INVERT EL.
FEET
MH DEPTH (FT.)
MANHOLE TYPE
ANG,STD,DE,DRP,SMT
NO. OF LINES
THROUGH MH
UPS OWN
UPSTREAM
DOWNSTREAM
X Y
ADDRESS
DESCRIPTION
ADDRESS
DESCRIPTION
UPS
DOWN
UPS
DOWN
UPS
DOWN
UPS
DOWN
UPS
DOWN
03 -1040
03 -1030
1975288.79
6238721.41
158.00
8
PVC
1.0%
PAXTON WAY
EASEMENT
PAXTON WA
EASEM NT
73.74
76.36
68.67
67.11
5.07
9.25
C.O.
STD
1
1
-
03 -1035
751 3.. 3
3 7.72
108.00
w
PV_q
1.0%
P Y
E S NT
PAXTON. WAY
EASEMENT
6.3
74.34
711
65.94
8.35
S
03 -1035
IZA
Z
03 -0790
1975059.24
6238845.77
50.00
8
PVC
1.09
PAXTON WAY
EASEMENT
ANDREW AVE.
PUBLIC STREET
74.34
7.4.37
65.94
65.47
8.35
8.90
STD
-TD
1
1
0! PCC 2+40.63
PCR 2+44.97 � RIM ELEV 75.29 : r
PCR 2+36.84
- �LE. 66.2, -o- _ I >J1 jl
SEWER M.H. 1 w / "O PARKING PCR 1 +37 °: - _ : - i
LWD N0. 03- 1030) 'O / ALLOWED" SIGN PAIR r) r
# o o Lu INSTALL " T I P A I,i C r L 1
STA. 2 +56.20 0 \ + `j R26 -F A TH H PCR
OFFSET 9.07' RT ?5 N S ET" SIGN ` 10 +92.42
10 a I -53 Q
2 � N y / 11 ° r STA. 1+60 SEINER M.H. : : 3
1L
SEWER C.O. O ¢ NO PARKI LWD N0. 03r \103 7 _
RIM ELEV 76.60 \ / cn STA. #5Q.00
I.E. 69.46 - C - -� ` -- T �I~ C S ALLOWED" IGN -
S ae W 12 9FPSET 4.5'( 13 EX� T M.H
EC 2 +98.25
9
ANDREW AVENUE -STA. 10+55.42=
PAXTON WAY -STA. 4+9@_ 1 +75
�.
Do-
STREET SURVEY MONUMENT
... . - PERM 10
r�
U
IF-
Onto y+` O 1 /
DRAINAGE EASEMENT
V 75.77
OR EQUAL i_
�.. . SEWER C.O.
REDWOOD 15 LE 69.74 1p
�YI�YI�YI•.,.I�.,.I�.,.1�.,, ' .� �..YIYIYI'-,.IYI
HEADER
6" CURB
6" MIN. CLASS I 1 DEEP)
COMPACTED SUBGRADE,
DENSITY 95% MODIFIED PROCTOR 5
10' PRIVATE
PAXTON WAY GRAVEL PAVE DRAINAGE DETAIL (GRAVEL PAVE 1-800-428-1333) DRAINAGE EASEMENT
NO SCALE
REFERENCES ...� 1 ■
ro - v�ll] - - . - CONTROL
LEUCADIA-A.S BUILT PLAN.-���� �[BOOK, NO OC 0145 LOCATED ON LA
'COSTA AV. BRIDGE OVER AT&SF RR ON HORIZONTAL 1'=20'
SW CORNER OF CONCRETE WALK
"I'T"MIRM I �FSTANDARD DISK FOUND FLUSH WITH 11=81
VERTICAL -
�_ 'r Cti : c➢ 9 4i X61 P\
4 DEFLECTION
98.\ EC 2+ COUPLING y
NI0.92634
STA. 2+46.45 t7I
SEWER C.O. OFFSET 3.22' LT 12k81t06 m
7 RIM ELEV. 75.50 0= 07'07'57"
I.E. 69.23 OIIt[U
t3
:.�.: ..: SEWER C.O. 1gi+Z
s RIM ELEV. 74.00 PUBLIC SEWER EASEMENT GRANTED TO
o I.E. 69.15 LWD PER DOC. NO. 2005 - 0047327,
P ,� X \ \ + REC. JANUARY 19, 2005, O.R.
5 A
�Y < �\ a
PUBLIC UTILITY AND EMERGENCY ACCESS JP ENGINEERING, INC.
O EC 4 +11.66 9 \ ✓ EASEMENT, AND WATER EASEMENT GRANTED CIVIL ENGINEERING m LAND PLANNINGoSURVE
W "NO PARKING BC 3 +66.59 , TO SAN DIEGUITO WATER DISTRICT PER MAP 4849 RONSON COURT, SUITE 105
C ALLOWED" SIGN - - SAN DIEGO, CA 92111
/ 6 (858) 569 -7377 FAX (858) 569 -0831
36 "x 36" ENGINEER
CATCH BASIN SEE GRADING PLANS �" D2_zSOS FILE CODE:
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