2014-11745 I (Plans)RIGHT -OF -WAY CONSTRUCTION PERMIT STANDARD C
CONDITIONS
1. NO ACCESS OR WORK SHALL BE PERFORMED WTHIN THE CITY RIGHT - -OF -WAY WTHOUT THE FULL 1
16. T
TOO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL D
DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE
KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS E
EXCAVATIONS WTHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL S
SHALL BE CHARGED WTH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING 1
ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS L
LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE S
SERVICES
18E
STATED ON THE PERMIT A
AS BACKFiLL 3
30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWNG WLL BE REQUIRED FOR APPROVAL
2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHAM BE 1
17. C
CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, B
BY THE DIRECTOR OF ENGINEERING SERVICES ALL OSHA REGULATIONS SHALL BE MET. 1
17E
NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT 1 -800- 422 -4133. THE PROPOSED DIG S
STREETS AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE 3
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE
AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 1
ALLOWED ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND A
ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF A
17E
3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A P
PENALTIES. E
ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A
LICENSE OF THE APPROP(ATE CLASS 1
18. A
ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL P
PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION
4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED B
BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE E
EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROIJTiNG AND 1
174
TRAFFIC CONTROL PLAN AND SHALE BE (LAGGED AND BARRICADED TO THE SATISFACTION OF THE D
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE I
INTERMEDIATE BORE PITS MAY BE REQUIRED.
CITY INSPECTOR IN COMPLIANCE WTH THE "WORK AREA TRAFFIC CONTROL HANDBOOK", LATEST D
DIRECTOR O F ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPESENTATiVE. 3
32 ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANTS SITE PLAN FOR 1
17A
PUBLISHED BY BUILDING NEWS INC. O
19. A
ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS T
THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS,
FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE C
CROSSING INTERCONNECT HIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES 1
PROPER TRAFFIC CONTROL IS NOT IN PLACE ALL WORK SHALL CEASE AND PERMITTER AUTHORIZES F
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. H
HAS A SPECIAL CONCERN.
171
THE DIRECTOR OF ENGINEERING SERVICES E
20. T
TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE 3
33, PAVEMENT CUTS IN STREETS REHABIUTATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS
S AS SHALL BE NECESSARY AND PROPER 2
PROGESSIVE. NOT MORE THAN HALF OF THE WDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED S
SHALL BE CATEGORICALLY DENIED. 1
161
TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND P
AT ONE TiME AND THE REMAINING WDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR 3
34. THIS PERMIT MAY BE IMMEDIATELY REVOKED FOR REASONS IN THE BEST INTEREST OF THE CITY,
CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC (INTRO_ A
BACKFILUNG. F
FOR VIOLATION OF PERMIT CONDITIONS, OR FOR THE CREATION OF A NUISANCE, ALL UPON NOTICE 1
5.
21' W
WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, G
GIVEN BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS AUTHORIZED REPRESENTATIVE. IN THE
16f
SUBCONTRACTOR, S
ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) E
EVENT OF SUCH REVOCATION, APPUCANT SHALL IMMEDIATELY CEASE ALL OPERATIONS AND
WTHIN THE CITY RIGHT -OF -WAY, WTH A COPY OF THE PERMIT INCLUDING THESE STANDARD A
FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWSE R
RESTORE CITY RIGHT -OF -WAY AS DIRECTED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS 1
162
CONDITIONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA F
AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES. THE SHALLOWEST PORTION D
DULY AUTHORIZED REPRESENTATIVE. AFTER NOTIFICATION, CITY MAY TAKE FULL POSSESSION OF
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE iMHENEVER WORK IS IN A
OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES T
THE AREA APPLICANT SHALL PAY TO THE CITY ANY AND ALL COSTS INVOLVED, IN THE EVENT THE 1
16;
PROGRESS. O
BELOW THE ROADWAY SURFACE. C
CITY HAS TO RESTORE CITY PROPERTY OR REMOVE ANY ITEMS INSTALLED BY THE APPLICANT.
APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING 2
21 (A).WEERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS 3
35• THIS PERMIT MAY BECOME VOID IN THE EVENT THE USE PERMITTED IS NOT STARTED WI111IN SIXTY
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION FOR ALL MATERIALS AND A
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A (
(60) CALENDAR DAYS FROM THE DATE OF ISSUANCE OR IN THE EVENT THE PERMITTED USE IS
WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST M
MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. A
ABANDONED FOR A PERIOD EXCEEDING SIXTY (60) CALENDAR DAYS AFTER CONSTRUCiiOJ HAS
BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL BE BY THE PERMITTEE. A
ANY DEVIATION FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF B
BEGUN. IN SUCH EVENT, IT SHALL BE NECESSARY TO OBTAIN A NEW PERMIT AND PAY ADDITIONAL
CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE E
ENGINEERING SERVICES OR HIS DULY AUTHORIZED) REPRESENTATIVE. F
FEES. UPON COMMENCEMENT OF WORK, ALL OPERATIONS, INCLUDING CLEANUP AND RESTORATION
CITY. 2
22 A
ALL EXCAVATED MATERIAL SHAD_ BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. O
OF CITY RIGHT -O= -WAY, SHALL BE COMPLETED iMTHIN THE TIME LIMIT SPECIFIED BY THE PERMIT.
7. NO WORK WTHIN THE PUBUC RIGHT -O- -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR A
AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL 3
36• THE PERMITTEE GUARANTEES TO SAVE, INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS
HOLIDAYS. ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST B
BE REMOVED FROM THE RIGHT-OF-WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY A
AND ALL ITS AGENTS, OFFICERS, EMPLOYEES AND OFFICIALS AGAINST ALL UABIUTIES, JUDGMENTS,
RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY C
CONDITION. C
COSTS AND EXPENSES, WHICH MAY IN ANY MANNER OR FORM ARISE IN CONSEQUENCE OF THE
AUTHORIZED REPRESENTATIVE. ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 2
23. A
ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND I
ISSUE OF THIS PERMIT OR ANY WORK PERFORMED IN CONSEQUENCE THEREOF.
633 -2770. O
OUTLET ENDS AT ALL CULVERTS SHALE BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS 3
37. THE PERMITTEE GUARANTEES ALL WORK CONSTRUCTED, INSTALLED AND EFFECTED UNDER THIS
8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE 2
24. A
ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT P
PERMIT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL INSPECTION. ANY REPAIRS
STARTED BEFORE 7.30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS. O
OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING R
REQUIRED DURING THE GUARANTEE PERIOD SHALL BE MADE AT THE EXPENSE OF THE PERMITTEE.
9. NO WORK SHALL BEGIN BEFORE 9:01 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS S
SERVICES. A
AT THE OPTION OF THE DIRECTOR OF ENGINEERING SERVICES, REPAIR WORK MAY BE PERFORMED
AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF 2
25. C
CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVER) B
BY ETHER THE PERMITTEE OR THE CITY.
ENGINEERING SERVICES. ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN B
BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WLL LEAVE A 3
38, PERMITTEE HAS READ, UNDERSTANDS AND AGREES TO COMPLY WITH ALL CONSTRUCTION PERMIT
ON THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WLL REQUIRE A TRAFFIC CONTROL C
CLEAN NON -SKID SURFACE WTHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE P
PROVISIONS AND STANDARD CONDITIONS
PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOS OFFICE CAN BE CONTACTED AT (760) 2
26. P
PERMITTEE SHALL COMPLY WTH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF
ENGINEERING SERVICES OR HIS DULY AUTHORIZED) REPRESENTATIVE IN ORDER TO PREVENT DUST OR S
SIGNATURE E:
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO O
OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE
TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3 :00 P.M. ON MAJOR ROADS, 2
27. T
TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS SURFACED STREETS
I -
n.-ao
IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE I
- n
DEFINLD HEREIN.) B
BACKFILL MATERIAL iN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWNG DATED 7
777
11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WDTH FOR MOTOR S
SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL PROMPTLY
VEHICLES SHALL BE 12 FEET. IF STREET WDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, R
REPLACE WTH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THEGI`lE M
M �1� �1 -1 U G� '
HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION G
' A
CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL -TIME O
OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS P
PRINTED NAmL/fRLE /COMPANY A( J.I� t
FLAGMAN. S
SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS OPTION, "
"� o
t164�(
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" (C) EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE SI TE
MINIMUM ABOVE THE PIPE SHALL BE -" CRUSHED ROCK. A.B.S. SOLID WALL PIPE INSPECTED AND REPAIRED, AS NEEDED, WTH THE LINING SYSTEM THAT MATCHES
MAY BE USED ONLY MERE PIPE INVERT GRADES ARE 1% OR GREATER. THE EXISTING UNING FOR THAT MANHOLE; FOR MANHOLES WTHOUT ANY EXISTING w
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS LINING, THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY LD AVENUE z
AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR, AIR PROTECTIVE UNING SYSTEM PER SECTION 500-27 OF THE GREENBOOK. SHEFFI w
PRESSURE TEST SHALL BE USED UNLESS OTHERWSE DIRECTED BY THE CITY ENGINEER. EXCEPTIONS OR VARIA11ONS TO THESE MANHOLE UNING REQUIREMENTS MAY BE a
CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. BRISTOL
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -02. ROAp w
21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES,
POURED IN PLACE MANHOLE BASES SHALI BE A MON(DLIIUIC POUR FINISHED COMPLETE o
PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT w
r x
AT IiME POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH n w
DISTRICT, IF o 0
COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL. C a w
m
Itvv 1 +50 2 +00
SHEFFIELD SEWER PROFILE
SCALE:
HORIZONTAL: 1 " =10'
VERTICAL: 1 " =5'
180
178
176
174
172
170
168
166
164
162
Jrir-rTILLU JGYIFCR F-LFi1,4
SCALE: 1 " =10'
SEWER DATA TABLE
® DELTA BEARING RADIUS DISTANCE REMARKS
m tl= 24'49'28" 200.00' 86.65' 8" PVC -SDR 35
m S 81'30'08" E 8" PVC -SDR 35
I SSA
5. THE CONSTRUCITON of 4-INCH SEWER LATERAL PER SDRSD NUS SS -01 AND SS -02. STATEMENT OF ENGINEER OF` WORK LEGAL DESCRIPTION. OWNER & PERMITTER.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WTH THE BRIGHTON AVENUE .
6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER LOT 12, EXCEPTING THE NORTHERLY 136.19 FEET
SDRSD NO. SP -07. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WTH THE RULES AND
THEREOF, IN BLOCK 104 OF CARDIFF VISTA, IN THE $
7. ALLL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PM pRtiVE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF � I Q � � ���� 6f71
B. THE FiNAL LOCATION AND ELEVAT1ON OF SEWER AND WATER MAINS AND LATERALS PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 8\RpA1NGN CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1547,
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE SAN DIEGO COUNTY, MARCH 18, 1913. SITE LOCATION:
9. FOR SEWER LATERAL TABLE, SEE SHEET _
10. "AS BUILT" DRAWNGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS TH DESIGN OF IMPROVEMENTS BASED VICINITY MAP
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, ALSO SEE C.O.C. RECORDED DECEMBER 22, 2006 AS
11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION AGENTS, AND EMPLOYE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, T.B. PG. 1167 -D2 APN: 26O- 2S1 -Z9
CHANGE PRIOR TO ACCEPTANCE FOR PUBUC USE. N DOC. N0. 2006- 0907408
ERRORS OR OMiSSIO OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND 432 SHEFFIELD AVENUE
12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PiPE INSTALLATION. SCOPE OF SUCH AG AND EMP YMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
13. THE CONTRACTOR SHALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN tof ES3 /0
ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT.
PHONE NO. 760 - 633 -2770. / � l < F
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES
SIGNATURE:. � � DA � a
DEPARTMENT FOR ANY EXCAVATION WTHIN EXISTING CITY RIGHTS -OF -WAY: DOUGLAS E. LOG E
15. THE APPUCANT SHALE WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWNG THE a C 39726
APPROVAL OF THE AS- BUILTS. COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC.
16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE ADDRESS: 310 S. TWN OAKS VALLEY RD. #107 -297 sT9rE CIvi1�e
BURIED UTILITY WARNING AND IDENTFICATiN TAPE ABOVE ALL PUBUC SEWER LINES, AND PHONE NUMBER: 760 - 510 -3152 i� V ( OF CAt �F
RCE EXPIRES: 12/31 /2015 (�
ENCINITAS FIRE DEPT.
SIG?`,
CARDIFF, CA 92007
I
N
10 5 0 10 20
�ME .
SCALE IN FEET
SCALE: 1" = 10'
CONTRACTOR NOTES:
• CONTRACTOR TO CONTACT UNDERGROUND ALERT 0 811 TO HAVE
ALL UTILITIES MARKED OUT PRIOR TO CONSTRUCTION.
• CONTRACTOR TO POTHOLE (E) WATERLINE PRIOR TO START OF
CONSTRUCTION OF PROPOSED SEWER.
• CONTRACTOR TO CONTACT BOTH E.O.W. & S.D.W.D. FOR
INSPECTION 48 HOURS PRIOR TO CROSSING EXISTING WATER
LATERALS WITH PROPOSED SEWER.
PUBLIC' WORKS PLANNING AND BUILDING
g a2 (4
DATE SIGN DATE
SAN DIEGUITO WATER DISTRICT
SIGN DATE
- -
CHANGE N0. DESCRIPTION APPROVE DATE DE I RVV DEL A S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DWG. NO.
1 . /7 -/ DESMpnON: 3.5" CALIFORNIA DEPARTMENT OF LANS P PARED UNDER SUPERVISION OF RECOMMENDED: SM1U APPROVED• SEWER EXTENSION PLAN FOR:
TRANSPOR ATRA ALUMINUM DISC AA /-
HORIZONTAL: 1" = 10' A /� DATE: "[ /)/�. M M/� tl,Di�'fl� (;OJaTq _cOAd�t,, c,�e
i LS LOG1110N: EAST SIDE OF MAKINNON BRIDGE OVER � -( 117 45 - I
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N A �DUGL t� /� �j R.C.E. N0. 39726 MASIH MAHER GLENN PR IM 432 SHEFFIELD AVENUE, CARDIFF, CA.
RECORD FROM: CITY OF ENCINITAS SUR. CNTRLNEIWORK #1047 �1�1 Y09 -�+� E EER g / 2 o7 � 1 9�,S /�a'
SHATIOW 231.69' DATM NAVD88 �3gl%,6 . EticQ c7_-3 List DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE ne rF � CASE NO. 13 -096 CDP cwrrT 1 nr 1
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5. THE CONSTRUCITON of 4-INCH SEWER LATERAL PER SDRSD NUS SS -01 AND SS -02. STATEMENT OF ENGINEER OF` WORK LEGAL DESCRIPTION. OWNER & PERMITTER.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WTH THE BRIGHTON AVENUE .
6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER LOT 12, EXCEPTING THE NORTHERLY 136.19 FEET
SDRSD NO. SP -07. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WTH THE RULES AND
THEREOF, IN BLOCK 104 OF CARDIFF VISTA, IN THE $
7. ALLL MAINS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PM pRtiVE
CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF � I Q � � ���� 6f71
B. THE FiNAL LOCATION AND ELEVAT1ON OF SEWER AND WATER MAINS AND LATERALS PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 8\RpA1NGN CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1547,
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE SAN DIEGO COUNTY, MARCH 18, 1913. SITE LOCATION:
9. FOR SEWER LATERAL TABLE, SEE SHEET _
10. "AS BUILT" DRAWNGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS TH DESIGN OF IMPROVEMENTS BASED VICINITY MAP
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, ALSO SEE C.O.C. RECORDED DECEMBER 22, 2006 AS
11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION AGENTS, AND EMPLOYE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, T.B. PG. 1167 -D2 APN: 26O- 2S1 -Z9
CHANGE PRIOR TO ACCEPTANCE FOR PUBUC USE. N DOC. N0. 2006- 0907408
ERRORS OR OMiSSIO OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND 432 SHEFFIELD AVENUE
12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PiPE INSTALLATION. SCOPE OF SUCH AG AND EMP YMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
13. THE CONTRACTOR SHALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN tof ES3 /0
ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT.
PHONE NO. 760 - 633 -2770. / � l < F
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES
SIGNATURE:. � � DA � a
DEPARTMENT FOR ANY EXCAVATION WTHIN EXISTING CITY RIGHTS -OF -WAY: DOUGLAS E. LOG E
15. THE APPUCANT SHALE WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWNG THE a C 39726
APPROVAL OF THE AS- BUILTS. COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC.
16. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP -01, THE APPROPRIATE ADDRESS: 310 S. TWN OAKS VALLEY RD. #107 -297 sT9rE CIvi1�e
BURIED UTILITY WARNING AND IDENTFICATiN TAPE ABOVE ALL PUBUC SEWER LINES, AND PHONE NUMBER: 760 - 510 -3152 i� V ( OF CAt �F
RCE EXPIRES: 12/31 /2015 (�
ENCINITAS FIRE DEPT.
SIG?`,
CARDIFF, CA 92007
I
N
10 5 0 10 20
�ME .
SCALE IN FEET
SCALE: 1" = 10'
CONTRACTOR NOTES:
• CONTRACTOR TO CONTACT UNDERGROUND ALERT 0 811 TO HAVE
ALL UTILITIES MARKED OUT PRIOR TO CONSTRUCTION.
• CONTRACTOR TO POTHOLE (E) WATERLINE PRIOR TO START OF
CONSTRUCTION OF PROPOSED SEWER.
• CONTRACTOR TO CONTACT BOTH E.O.W. & S.D.W.D. FOR
INSPECTION 48 HOURS PRIOR TO CROSSING EXISTING WATER
LATERALS WITH PROPOSED SEWER.
PUBLIC' WORKS PLANNING AND BUILDING
g a2 (4
DATE SIGN DATE
SAN DIEGUITO WATER DISTRICT
SIGN DATE
- -
CHANGE N0. DESCRIPTION APPROVE DATE DE I RVV DEL A S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DWG. NO.
1 . /7 -/ DESMpnON: 3.5" CALIFORNIA DEPARTMENT OF LANS P PARED UNDER SUPERVISION OF RECOMMENDED: SM1U APPROVED• SEWER EXTENSION PLAN FOR:
TRANSPOR ATRA ALUMINUM DISC AA /-
HORIZONTAL: 1" = 10' A /� DATE: "[ /)/�. M M/� tl,Di�'fl� (;OJaTq _cOAd�t,, c,�e
i LS LOG1110N: EAST SIDE OF MAKINNON BRIDGE OVER � -( 117 45 - I
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N A �DUGL t� /� �j R.C.E. N0. 39726 MASIH MAHER GLENN PR IM 432 SHEFFIELD AVENUE, CARDIFF, CA.
RECORD FROM: CITY OF ENCINITAS SUR. CNTRLNEIWORK #1047 �1�1 Y09 -�+� E EER g / 2 o7 � 1 9�,S /�a'
SHATIOW 231.69' DATM NAVD88 �3gl%,6 . EticQ c7_-3 List DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE ne rF � CASE NO. 13 -096 CDP cwrrT 1 nr 1
R: \Projects \7261 - Terramor Sheffield \7261- SWR01.dwg 8/4/2014 8:03 AM
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ENCINITAS FIRE DEPT.
SIG?`,
CARDIFF, CA 92007
I
N
10 5 0 10 20
�ME .
SCALE IN FEET
SCALE: 1" = 10'
CONTRACTOR NOTES:
• CONTRACTOR TO CONTACT UNDERGROUND ALERT 0 811 TO HAVE
ALL UTILITIES MARKED OUT PRIOR TO CONSTRUCTION.
• CONTRACTOR TO POTHOLE (E) WATERLINE PRIOR TO START OF
CONSTRUCTION OF PROPOSED SEWER.
• CONTRACTOR TO CONTACT BOTH E.O.W. & S.D.W.D. FOR
INSPECTION 48 HOURS PRIOR TO CROSSING EXISTING WATER
LATERALS WITH PROPOSED SEWER.
PUBLIC' WORKS PLANNING AND BUILDING
g a2 (4
DATE SIGN DATE
SAN DIEGUITO WATER DISTRICT
SIGN DATE
- -
CHANGE N0. DESCRIPTION APPROVE DATE DE I RVV DEL A S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DWG. NO.
1 . /7 -/ DESMpnON: 3.5" CALIFORNIA DEPARTMENT OF LANS P PARED UNDER SUPERVISION OF RECOMMENDED: SM1U APPROVED• SEWER EXTENSION PLAN FOR:
TRANSPOR ATRA ALUMINUM DISC AA /-
HORIZONTAL: 1" = 10' A /� DATE: "[ /)/�. M M/� tl,Di�'fl� (;OJaTq _cOAd�t,, c,�e
i LS LOG1110N: EAST SIDE OF MAKINNON BRIDGE OVER � -( 117 45 - I
INTERSTATE 5 IN SOUTHERLY SIDEWALK VERTICAL: N A �DUGL t� /� �j R.C.E. N0. 39726 MASIH MAHER GLENN PR IM 432 SHEFFIELD AVENUE, CARDIFF, CA.
RECORD FROM: CITY OF ENCINITAS SUR. CNTRLNEIWORK #1047 �1�1 Y09 -�+� E EER g / 2 o7 � 1 9�,S /�a'
SHATIOW 231.69' DATM NAVD88 �3gl%,6 . EticQ c7_-3 List DOUGLAS E. LOGAN EXP. 12 -31 -15 DATE ne rF � CASE NO. 13 -096 CDP cwrrT 1 nr 1
R: \Projects \7261 - Terramor Sheffield \7261- SWR01.dwg 8/4/2014 8:03 AM
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R: \Projects \7261 - Terramor Sheffield \7261- SWR01.dwg 8/4/2014 8:03 AM
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