2016-13126 I (Plans)ENCINITAS SANITARYICARDIFF SANITATION DISTRICT SEWER NOTES:
ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION 'GREENBOOK", (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL
STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE
FOLLOWING SPECIAL PROVISIONS:
1. TRENCH WIDTH SHALL BE PER SDRSD NO. SP-02 UNLESS OTHERWISE NOTED. MINIMUM PIPE SEPARATION
PER WAS WI-01, 02, & 03.
2. PIPE AND BEDDING CONDITIONS.
(A)ALL PIPE SHALL HAVE 4- MINIMUM OF W CRUSHED ROCK BENEATH THE PIPE.
(B)VC P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL,
CRUSHED AGGREGATE, NATIVE FREE -DRAINING GRANOULAR MATERIAL HAVING A SAND EQUIVALENT OR 30
OR BETTER.
(C)P.VC. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE
SHALL BE CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES
ARE 1%OR GREATER-
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES
SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS
OTHERWISE DIRECTED BY THE CITY ENGINEER.
4, THE CONSTRUCTION OF P.C.C, SEWER MANHOLE SHALL BE PER SDRSD NO. SM-02. POURED IN PLACE
MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE
BASES ARE ACCEPTABLE FOR USE WITH 8-INCH COLLECTOR SYSTEMS WITH CITY ENGINEER'S APPROVAL,
5. THE CONSTRUCITON OF 4-INCH SEWER LATERAL PER SDRSD NO'S SS-01 AND SS-02. LATERALS SHALL NOT
DISCHARGE DIRECTLY INTO MANHOLE.
8. THE CONSTRUCTION OF CONCRETE CUT-OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO, SP-07.
7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42-INCHES BELOW THE FINISHED GRADE.
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON
ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK.
9. FOR SEWER LATERAL TABLE, SEE SHEET_
10. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK
11. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION CHANGE PRIOR TO
ACCEPTANCE FOR PUBLIC USE.
12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
13. THE CONTRACTOR SHALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF
BEGINNING WORK TO ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO. 760-633-2770.
14. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY
EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
15. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE APPROVAL OF THE
AS-BUILTS.
16, CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP-01, THE APPROPRIATE BURIED UTILITY WARNING
AND IDENTIFICATIN TAPE ABOVE ALL PUBLICE SEWER LINES AND PORTIONS OF SEWER LATERALS LOCATED
WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS.
17. THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO THE
SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN.
18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE
SANITARY SEWER SYSTEM.
19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF
TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT
TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEE 500-1.1.5)
20. SEWER MANHOLE LINING'.
(A)NEW MANHOLES WITH 8-10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES SHALL BE
COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500-2.7 OF THE GREENBOOK.
(B)NEW MANHOLES WITH 12- DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE SEWER MANHOLES
SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500-2.5 OF THE GREENBOOK
(C)EXISTING MANHOLES: ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE INSPECTED AND
REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT
MANHOLE; FOR MANHOLES WITHOUT ANY EXISTING LINING, THE INSIDE OF THE SEWER MANHOLES SHALL
BE COATED WITH AN EPDXY PROTECTIVE LINING SYSTEM PER SECTION 500-2.7 OF THE GREENBOOK.
EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED ON A
SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER.
21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A
CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED,
22. MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST-IRON TYPE WITH A
364NCH OPENING. MANHOLE COVER INSERTS SHALL BE 24-INCH DIAMETER WITH LETTERING "CITY OF
ENCINITAS" AND'SEWER" SIMILAR TO WHAT IS INDICATED ON SDRSD M-1.
DESCRIPTION I APPROVED I DATE I BENCHMARK
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND
THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE
WASHOUT LOCATION,
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF
SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE,
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. -
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND
BIND THE SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY
OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON
SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES.
' WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL
DUMPSTERS TO T DIVERT
1 NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FRE
QUENTLY FOR LEAKS: DUMPSTER LIDS SHALL
TIMES.
REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE
TOLL FREE AT (800) 7141195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4364151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE. TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS, CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
DIVISION, CITY OF ENCINITAS AT(760) 633-2770.
EROSION CONTROL
1, IN CASE. EMERGENCY WORK IS REQUIRED, CONTACT MARCO LUIS AT (858) 254-0814 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1
TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
,3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN
INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
S. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL. EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY
9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
A. SEWERS - CSDIESD - (760)-633-2770
B. GAS & ELECTRIC - SDGE - (760)-03M200
C. WATER-SAN DIEGUITO WATER DISTRICT-"00-227-2600
D. TELEPHONE - SBC BELL - (760)-089J411
E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE.
(760)-633-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE(760)633-2770.
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
FIELD OPERATIONS
v: 1n^ IRON PIPE IN CDNO. MON 25 FT W/0 PLANS PREPARED UNDER SUPERVISION OF
N ELUOAVE ON PROLONGATION OF Cl OF HORIZONTAL 1_12 DATE: SU 201
'DR MARKED BY STEEL FENCE. MACARIO R. PEREZ DATE
FROM. COUNTY OF SAN DIEGO VERTICAL'. 1=10' RC.E,NO.: 20604
)N' 9.969 MACARIO R. PEREZ
IAvnm -. REVIEWER INSPECTOR SENIORENGINEER EXP: 09 30 17
OWNER
OWME R NAM E GA'ROlfG L. rbWW MomgVS Lid
ADDRESS: 2341 CAMBRIDGE AVENUE,. ENCINITAS, CA 92007
SITE ADDRESS
PROJECT ADDRESS: 2341 CAMBRIDGE AVENUE ENCINITAS/CARDIFF CA 92007
APIN 261-094-07
LEGAL DESCRIPTION
LOTS 37, 38 AND 391N BLOCK 12, OF CARDIFF, IN. THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 1298, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, NOVEMBER 14, 1910.
OWNER'S CERTIFICATE. -
1(WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES,
AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS
LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF. OR IN ANY
AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR
ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO
THE PERMIT OR APPROVED PLANS WTHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS,
SIGNATURE: DATE: ✓F %%
4 A'... IATi'Ib.WNOnQS LJO .
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, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK 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. '
�QY.G'ESW`.
R04
SIGNATURE: DATE: S/AS 7
ZO! {: ZOBO4
MACARIO R. PEREZ I
ED' W7q
J&B ENGINEERS & SURVEYORS
13670 DANIELSON ST., SUITE G, POWAY CA 92064
PHONE: (858) 513-1741 FAX (858) 5134744
RCE NO, 20604
EXPIRES: 0913012017
SHEETINDEX
SHEET DESCRIPTION
i TIRE SHEET
2 SEWER IMPROVEMENT PLAN
h
R f
DNIL r
OFCN T
VICINITY MAP
N'. NOT TO SCALE
BMP PROJECT STATUS
STANDARD
PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
�7 6-13-1.7 -t /�
GATE SIGN DATE IGN DATE IGN DATE
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS • PUBLIC WORKS DEPARTMENT DRAWING NO.
0 APPROVED: TITLE FOR
rd s�� PUBLIC SEWER MAIN EXTENSION 13126-I
ism "612341 CAMBRIDGE AVENUE ENCINITAS CA 92007
�., APN: 261-094-07 & 261-094-32
DAB PLANNING CASE NO 1641h CDP SNFFTI nrI
LDEV-011751-2016
NOTE:
I. CONTRACTOR TO POTHOLE AND VERIFY EXACT LOCA770M OF EVS77NO MAINS PRIOR 10 WORK AND TO THE SARSFACRON OF SDWD.
PLAN VIEW
SCALE: 1 "=10'
LEGEND
DESCRIPTION
DETAIL OR STD. DWG
SYNBOL
PROPERTY LINE ..................................................
—
LOT LINE ..................................................
-
ROAD CENTERLINE ...............................................
—
PROPOSED 48" SEWER MANHOLE ...
..... .SDRSD SM-02.......
O
PROPOSED CLEANOUT ....WAS
SC-01 TYPE B ..
O
PROPOSED 8• SEWER MAIN ...............
STD. SP-02 ........
S
EXISTING SEWER MAIN ...........................................
S
EXISTING 12" ACP WATER MAIN ..................................
W
SEWER DATA TABLE
NO.
DELTA/BEARING
LENGTH
DESCRIPTION
iO
N30°50'32'W
103.68'
8-PVC SEWER MAIN
PER SP-02
' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS•BUILT ENGINEERING DIVISION APPROVALS /-- FW,�F 1G�11T�S - P T DRAWING NO.
1 NEW ADDRESS & APN. ASBUILT 10/13/2020 SRN SO-21-20 DESCRIPTION: 112-IRON PIPE / PLANS PREPARED UNDER SUPERVISION OF RPC:(TMMFMOFDn APPRfT1fFD
PROVEMENT PLAN FOR:
HORIZONTAL: 1'=10'
RECORD FROM: COUNTY OF SAN DIEGO VERTICAL: 1=10'
ELEVATION: 57%9
DATE: I�
R.C.E. NO.: 20604
EXP.: 09 30 17
k1 CAMBRIDGE AVENUE ENCINITAS CA 92007(��
2335 & 2339 APN: //11 3126
261-094-51 & 261-094-52
CD
CA)
1
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LDEV-011751-2016