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UNION STREET
PROJECT LOCATION
THE PROJECT IS LOCATED NORTH OF UNION
STREET AND SOUTH OF LEUCADIA BLVD WITHIN
THE CITY OF ENCINITAS ON N. VULCAN AVENUE.
� $ LI m I MD16011611
ALL PRIVATE IMPROVEMENTS ( GRADING, ROADS ETC.) RECEIVE FINAL APPROVAL WHEN
THE CITY ENGINEER SIGNS THE AS -BUILT PLANS.
PUBLIC IMPROVEMENTS RECEIVE THEIR ACCEPTANCE FROM THE GOVERNING BODY IN CITY
COUNCIL OR UTILITY DISTRICT BOARD OF DIRECTORS. PRIOR TO FINAL ACCEPTANCE, ALL
FINANCIAL ACCOUNTS ON THE PROJECT MUST BE MADE CURRENT, WARRANTY PERIOD
SECURITY MUST BE IN PLACE AND AS -BUILT PLANS SIGNED.
AT THE END OF THE ONE -YEAR WARRANTY PERIOD, THE CITY SHALL CONDUCT A WALK
THROUGH OF THE PUBLIC IMPROVEMENTS AND WILL PREPARE A LIST OF ITEMS THAT
REQUIRE REPAIR OR REPLACEMENT.
WHEN ALL WARRANTY ITEM CONCERN HAVE BEEN SATISFIED, A FINAL ACCOUNTING OF
THE PROJECT IS TO BE PERFORMED AND WARRANTY SECURITIES RELEASED.
"STATEMENT OF ENGINEER OF WORK"
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 PLAN- CHECK OR REVIEW PERFORMED BY THE CITY OF
ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
RESPONSIBILITY FOR THE PLANS 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 OR 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.
BY: a DATE:
RODNEY D. BALLARD R.C.E. NO.43345
R.C.E. NO.43345
REGISTRATION EXPIRATION DATE: 06 -30 -08
4�.F 1 ®• 0q14
COMPANY: CONSTRUCTION TESTING & ENGINEERING
ADDRESS: 1441 MONTIEL ROAD, SUITE 115
CITY, STATE: ESCONDIDO, CA 92026
TELEPHONE: (760)746 -4955
As 61IILNS
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 PUBLIC
ROAD 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 "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. 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.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR
LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133.
11. 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.
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE
AREAS TO BE PAVED.
13. ALL LUMINAIRES SHALL PROVIDE TRUE 90" CUTOFF, AND ALLOW NO ESCAPE OF LIGHT
ABOVE THE HORIZONTAL.
14. 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.
15. 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.
16. 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.
17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND
LOCATION APPROVED BY THE INSPECTOR.
18. 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), AND CITY OF ENCINITAS STANDARDS.
19. FIRE HYDRANT SHALL BE IN SERVICE PRIOR TO DELIVERY OF LUMBER.
r No.CD43345 REFERENCED DRAWINGS
* EXP.06 /30/0
`�� Olva` °P SEWER LINES - -- LWD PLAN AND PROFILE OF SEWERS IN VULCAN AVE. SHEET 23 DATED OCT. 26 1962
OFCA1i WATER LINES - -- SDWD IMPROVEMENT PLANS PAGE C6
EXISTING STREET - -- PLAN AND PROFILE FOR STREET IMPROVEMENT VULCAN AVE. DRAWING NO. 1 DATED 4 -11 -74
pwp � - WIA- 270
SAN DIEGUITO
WATER DIST.
FIRE DEPARTMENT
PUBLIC WORKS
LEUCADIA WASTEWATER DISTRICT
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SIGNATURE EXPIRES 2 YEARS FROM DATE
SIGNATURE EXPIRES 2 YEARS FROM DATE
REVISIONS
APPROVED DATE
_2 CHANGE : WATER
349-K
SCALE
METER /SIZE;
All will
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REVISED SEWER
4- 3 /2 ?/Z
SPIKE IN AC PAVEMENT NEAR THE CENTERLINE OF
CLNNE -CTiON
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HYGEIA AVENUE 195'± NORTHERLY OF JASON
As 61IILNS
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 PUBLIC
ROAD 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 "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. 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.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR
LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133.
11. 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.
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE
AREAS TO BE PAVED.
13. ALL LUMINAIRES SHALL PROVIDE TRUE 90" CUTOFF, AND ALLOW NO ESCAPE OF LIGHT
ABOVE THE HORIZONTAL.
14. 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.
15. 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.
16. 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.
17. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND
LOCATION APPROVED BY THE INSPECTOR.
18. 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), AND CITY OF ENCINITAS STANDARDS.
19. FIRE HYDRANT SHALL BE IN SERVICE PRIOR TO DELIVERY OF LUMBER.
r No.CD43345 REFERENCED DRAWINGS
* EXP.06 /30/0
`�� Olva` °P SEWER LINES - -- LWD PLAN AND PROFILE OF SEWERS IN VULCAN AVE. SHEET 23 DATED OCT. 26 1962
OFCA1i WATER LINES - -- SDWD IMPROVEMENT PLANS PAGE C6
EXISTING STREET - -- PLAN AND PROFILE FOR STREET IMPROVEMENT VULCAN AVE. DRAWING NO. 1 DATED 4 -11 -74
pwp � - WIA- 270
SAN DIEGUITO
WATER DIST.
FIRE DEPARTMENT
PUBLIC WORKS
DEPARTMENT
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DATE
NAME DATE
NAME
DATE
SIGNATURE EXPIRES 2 YEARS FROM DATE
SIGNATURE EXPIRES 2 YEARS FROM DATE
SIGNATURE EXPIRES 2 YEARS FROM DATE
REFERENCES
DATE
BENCH MARK
SCALE
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SPIKE IN AC PAVEMENT NEAR THE CENTERLINE OF
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HYGEIA AVENUE 195'± NORTHERLY OF JASON
HORIZONTAL
STREET: DESIGNATED AS PT NO. 66 "HYG PM
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0003" IN THE CITY OF ENCINITAS NAD 83
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CONTROL POINT UST.
VERTICAL
N/A
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ELEVATION 91.83 DATUM: MSL
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OWNERS CERTIFICATE
KEY MAP
SCALE: 1 INCH = 100 FT
I AGREE THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THIS PLANS. I
FURTHER ENGINEER AGREE THAT THE
SUCH CHANGES, ALTERNATION OR ADDITIONS REGISTERED
PLANS CIVIL I GRAPHC SCALE
WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR 100' 0 50' 100' 200'
THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE
PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE \ 1 inch = 100' ft.
OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY \
NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF \
ANY A TH THIS PROJECT OR UNDER MY CONTROL. \ \
KIM BALLARD MANAGING MEMBER DATE :
sun I TOWN 0MES, 1 n SHEA HaMES, LP
32" P GRAM - 9970 H I RIM RD. 57'6. * 20 o
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OW4R- Avi'6ll 414111111 pA %E
IMPROVEMENTS CONSIST OF THE FO L RK T DON CCORD TO E
PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT 0 PUBL KS NDARD \° '
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS \ \ \ \
AND STANDARDS REFERENCE DRAWINGS.
S.D.C. SAN DIEGO COUNTY
L.W.D. = LEUCADIA WASTEWATER DISTRICT
S.D.P. = SAN DIEGO PRECAST
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS \\ ;
S.D.W.D. = SAN DIEGUITO WATER DISTRICT °
W.A.S.C. = WATER AGENCY STANDARD COMMITTEE \ \ \\ ` RIVIERA MOBILE HOME PARK
QUANTITY � \ \ \ \ °i \ APN,l 266-100-44
\ \ t SHEET 3 \
10 S.D.R.S.D. G -14A CONCRETE DRIVEWAY W/6 CL. II AB _ ..:•, 1 EA \ e
20 S.D.R.S.D. G -27 TYPE 'A' P.C.C. PEDESTRIAN RAMP :r;J 4 EA
03 S.D.R.S.D. G -2 P.C.C. CURB AND GUTTER 438 LF
OS.D.R.S.D. G -5 AC BERM 68 LF
» �`` "`� 1748 SF \ `° \ PARCEL 2 \\
50 4 P.C.C. CONCRETE SIDEWALK S.D.R.S.D. G -7 :.,:.; ,::: \ ` `\ APN� 26r)- 100-3$
TEXTURED AND COLORED SAN DIEGO BUFF SC8 -2 \ �
O A.C. OVERLAY 2676 SF
NEW AC PAVEMENT 4" AC OVER 10" CLASS II AB MIN. TI =8.0 ® 872 SF KEYMAP LEGEND \ \ \! \ \
EXISTING SEWER - - - - -- e \\ °\ \\ \ PARCEL 1
80 NEW 6" PVC SEWER MAIN W /CLEANOUT AT P/L PER L.W.D. S -8 S 1 EA \ \ ` \ APN: 26k-100-39
EXISTING WATER \ � .�•°
g 2 -2" WATER SERVICES PER W.A.S.C_{#WS -02 WITH W C 1 EA
2 -211 BACKFLOILI PREVFn1TERPER W A.S.C.#WR -O/ EXISTING FIRE
e\ `
METER 51ZE 3-2 "DOMESTM AuD -1- 1�XRRM7AT1 0AJ RIGHT OF WAY - - - - \ \\ \\ \P ✓ /
10 RELOCATE EX. METERS IN ROW W C 2 EA \
1" WATER SERVICE PER W.A.S.C. #WS -01 WITH BACKFLOW RIGHT OF WAY \ > \
PREVENTER PER W.A.S.C. #WR -01 EDGE OF SHEET
11 4" FIRE SERVICE PER W.A.S.C. #WS -04 WITH DOUBLE DETECTOR CHECK VALVE 1 F C FIRE HYDRANT
RELOCATE EXISTING FIRE HYDRANT W /(2) 4" OUTLETS STREET LIGHT -
12 & (1) 2.5" OUTLET AND MODIFY AS NEEDED & 2 EA
BLIND FLANGS AND RETAP AT MAIN
13 NEW SEWER MANHOLE PER L.W.D. S -3 0 1 EA
14 STREET LIGHTS "CARDIFF STANDARD" 100 MPS 3 EA
0 TRENCH RESURFACING PER CITY STANDARD
15 (FOR BOTH SEWER AND WATER SERVICE)`
60 LF
16
NO PARKING" SIGN PER CITY STANDARD 2 EA
17 S.D.R.S.D. G -17 CONCRETE DRIVEWAY W /6" CL. II AB :, s;::. 2 EA
I8 2 -2" PVC WATER LATERAL FEA
NCTD R/W
FCAa \F
25.00'
It
(ULTIMATE R /W)
75.00' -
i° 22.00'
THIS AREA WILL REQUIRE
GRINDING, COLD PLANING &
AC OVERLAY AS NECESSARY
FOR SMOOTH TRANSITION
1.01
SAWCUT LINE -\
R/W (EXISITING)
R (ULTIMATE R /W)
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8.00' 2Q.00'-
PROP. ST.
VACATION
mm
+ 2%
3.00
FILL WITH COMPACTED SOIL
LANDSCAPE BY OWNERS)
EXISTING PAVEMENT, CURB, GUTTER
AND SIDEWALK TO BE REMOVED TO
SAWCUT LINE, EXISTING BASE TO REMAIN
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INSPECTOR DATE F N
DESIGN BY DRAWN BY CHECKED BY APPROVALS
MSB MSB MS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ® 3
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
DATE: STREET IMPROVEMENT PLANS Q � Q
f R.c.l� NO.: BY : �/1 BY : � A: 7 7409 -IR E� 3
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INSPECTOR DATE F N
DESIGN BY DRAWN BY CHECKED BY APPROVALS
MSB MSB MS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ® 3
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
DATE: STREET IMPROVEMENT PLANS Q � Q
f R.c.l� NO.: BY : �/1 BY : � A: 7 7409 -IR E� 3
RODNEY D. BALLARD otP. 06-30-08 AN: CJ Q DATE DATE ,2 S N I211 E SHEET 1 OF 3
LWD SEWER NOTES:
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF 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 WASTEWATER
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, Al 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.
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75 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF
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.
M 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE
SHOWN AS APPROVED BY LWD ON THE PLANS
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LEUCADIA WASTEWATER DISTRICT
i
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(1y' NAMP DATE
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m SIGNATURE EXPIRES 2 YEARS FROM DATE
REVISIONS JAPPROVED1 DATE
REFERENCES DATE BENCH MARK
D $•?(� �3 SPIKE IN AC PAVEMENT NEAR THE
CENTERLINE OF HYGEIA AVENUE 195'±
NORTHERLY OF JASON STREET; DESIGNATED
AS PT NO. 66 "HYG PM 0003" IN THE CITY
OF ENCINITAS NAD 83 CONTROL POINT LIST.
ELEVATION 91.83 DATUM: MSL
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 WIRE 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 Ill
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 BEAT
CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY 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" BUTYL 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 -INCH DIAMETER PER LWD STANDARD DRAWING
S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STANDARD DRAWING
S -4.
40. ALL MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE
LINING SYSTEM PER SECTION 500 -2 OF THE GREENBOOK.
SAN DIEGUITO WATER DISTRICT NOTES
(1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES STANDARDS COMMITTEE (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 SAN DIEGUITO 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 CENTER LINE 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 EXISTS OR WILL BE CONSTRUCTED.
(8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
(9) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT 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, OR
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 WATER AGENCIES STANDARDS COMMITTEE (WASC).
(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 907, PRIOR TO PIPE INSTALLATION.
(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 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.
SCALE
HORIZONTAL N/A
VERTICAL : N/A
20.
CONTRACTOR IS RESPONSIBLE FOR KEEPING, COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH
DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED
RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT
REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
(17) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
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(18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
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21.
LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS
PROJECT.
OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE
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CONCLUSION OF EACH DAY OF WORK.
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COUNTY WASTE DIVISION.
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DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH
1)RTE
22.
THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE
un
TPM 02 -233
DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH AND
TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH' DEFLECTION COUPLINGS
RECORD THE MONUMENT CHANGE PER STATE LAW.
FOR ALL RADII BETWEEN 270 FEET TO' 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED
C�V
TOGETHER WITH A 19 -FOOT PLAIN AND PIPE LENGTH TO FORM A CHORD. USE DEFLECTION
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23.
A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY
ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET
OTHER UTILITIES.
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LEGEND AND ABBREVIATION
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24.
SEPARATION OF SEWER / WATER AND SEWER / RELCAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2
AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS
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75 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF
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.
M 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE
SHOWN AS APPROVED BY LWD ON THE PLANS
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LEUCADIA WASTEWATER DISTRICT
i
m
(1y' NAMP DATE
m -
m SIGNATURE EXPIRES 2 YEARS FROM DATE
REVISIONS JAPPROVED1 DATE
REFERENCES DATE BENCH MARK
D $•?(� �3 SPIKE IN AC PAVEMENT NEAR THE
CENTERLINE OF HYGEIA AVENUE 195'±
NORTHERLY OF JASON STREET; DESIGNATED
AS PT NO. 66 "HYG PM 0003" IN THE CITY
OF ENCINITAS NAD 83 CONTROL POINT LIST.
ELEVATION 91.83 DATUM: MSL
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 WIRE 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 Ill
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 BEAT
CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY 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" BUTYL 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 -INCH DIAMETER PER LWD STANDARD DRAWING
S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STANDARD DRAWING
S -4.
40. ALL MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE
LINING SYSTEM PER SECTION 500 -2 OF THE GREENBOOK.
SAN DIEGUITO WATER DISTRICT NOTES
(1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES STANDARDS COMMITTEE (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 SAN DIEGUITO 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 CENTER LINE 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 EXISTS OR WILL BE CONSTRUCTED.
(8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
(9) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT 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, OR
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 WATER AGENCIES STANDARDS COMMITTEE (WASC).
(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 907, PRIOR TO PIPE INSTALLATION.
(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 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.
SCALE
HORIZONTAL N/A
VERTICAL : N/A
EXISTING PAVEMENT
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(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, 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.
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(18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
(19) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR RELOCATING ANY EXISTING WATER
B41
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT IS AFFECTED BY THEIR
PROJECT.
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(20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES
REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO
� No.0043345 A
COUNTY WASTE DIVISION.
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(21) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH
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DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH
1)RTE
HORIZONTAL AND VERTICAL DIRECTIONS. DO, NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT
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gTFOFCAI \FOR
INTEGRAL BELL AND OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE
TPM 02 -233
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' DEFLECTION COUPLINGS
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FOR ALL RADII BETWEEN 270 FEET TO' 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED
C�V
TOGETHER WITH A 19 -FOOT PLAIN AND PIPE LENGTH TO FORM A CHORD. USE DEFLECTION
W
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 NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE.
LEGEND AND ABBREVIATION
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EXIST. CONTOUR
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PROPOSED SPOT ELEVATION
(300.00)
EXISTING SPOT ELEVATION .-
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FIRE HYDRANT F.H.
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CENTER LINE
NEW PROPERTY LINE - - - - - --
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