2014-11872 SG (Plans)CITY OF ENCINITAS
RIGHT OF WAY NOTE
OWNER SHALL OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS
PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THE ISSUANCE OF
A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW
WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER SHALL
DRAIN AWAY FROM STRUCTURES A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROPRIATE STORMDRAIN FACILITY.
U71UTY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
THE SAN DIEGO REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE
APPROVED IN WRITING BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. SOILS- REPORT ?*,T„ PREPARED BY AND BATED
bONTAINED IN SAID REPORt SEE SOILS ENGINEER COORDINATION NOTE ON THIS SHEET
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION, AND TYPE OF
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND
PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
THE CONDITION EXISTING PRIOR TO GRADING AND TO THE SATISFACTION OF THE CITY ENGINEER.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A QUALIFIED REGISTERED CIVIL ENGINEER OR
A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS, AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS, NOR CITY - RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -GRADE MEETING HAS BEEN HELD ONSITE
WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING
CONTRACTOR, AND THE PERMITTEE. THE PRE -GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT
LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE, THE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED
STATING: "THE GRADING UNDER PERMIT NO. 11872 -SG HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ".
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO
CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER THE
ENGINEER'S DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT, AND
COMPACTION OF FILLS AND BACKFILLS AND THE COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION
OF GRADING OPERATIONS, HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER
OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS
WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE
AND TO PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO
ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL
SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED
SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN
STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES
AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,
PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT
SLOPES WHICH MAY BECOME LOOSENED SHALL BE REMOVED AND DISPOSED. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED, OR
OTHERWISE DISPOSED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AND FINISHED APPEARANCE, FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING
CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE
OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE
TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE
PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
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EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ANAND JANASWAMY, AT (760) 613 -5623, 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 DEVICES
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.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 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.
10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED
SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED
STRAW INSTALLED IN ACCORDANCE WITH SEC11ON 35.023 OF THE EROSION AND SEDIMENT CONTROL
HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
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 - ENCINITAS SEWER DISTRICT (760) 471 -0730 / (760) 940 -2861
B. GAS & ELECTRIC - (AGENCY) (800) 227 -2600
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT (800) 227 -2600
D. TELEPHONE - AT &T (800) 227 -2600
E. CABLE TV - COX CABLE (800) 227 -2600
F. SEPTIC - COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH - (760) 471 -0730
(760) 940 -2861
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.
SOILS ENGINEER COORDINATION
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S GEOTECHNICAL ENGINEER DURING
CONSTRUCTION FOR REVIEW OF GEOTECHNICAL- RELATED CONSTRUCTION ACTIVITIES SUCH AS:
1. REVIEW OF CONTRACTOR'S WORK PLAN, TEMPORARY SLOPES, SHORING REQUIREMENTS, STAGING,
TRENCH SPOIL PLACEMENT, OBSERVATION ;
2. RECOMMENDATION ON ALL PIPE BEDDING AND PLACEMENT ;
3. OBSERVATION OF ALL TRENCH EXCAVATION, BACKFlLL AND COMPACTION ;
4. PREPARE CONSTRUCTION -PHASE DOCUMENTATION AS REQUIRED BY THE CITY.
OWNER'S STATEMENT:
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY
ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF
IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO
SUPERVISE ALL GRADING ACTIVITY AND ADVISE ON
THE COMPACTION AND
STABILITY OF
THE SITE.
REFERENCES
DATE
BENCH MARK
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I DRAWN BY
SIGNATURE:
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
'
MP
BY:
ANAND J SWAMP
DATE
OWNER:
ANAND JANASWAMY
DESCRIP11ON: CITY OF ENC BM 1020 (ENC -20)
2.5" CITY OF ENC BRASS DISC IN SOUTHWEST
CORN OF CONC PAD FOR FIRE HYDRANT
LOCATED: EAST SIDE OF CAM RSFe RD 100'
SOUTH OF EL CAMINO DEL NORTE
ELEV: 120.564 DATUM: NAw66
HORIZONTAL: N/A
VERTICAL: N/A
OWNER ADDRESS: 2203 SERENO VIEW
LANE
RECOMMENDED _ c6 0 APPRO
BY: BY:
DATE: 31251 14 DATE: A2- 8111
TELEPHONE:
(760) 613 -5623
SITE APN:
265 - 390 -01
SITE ADDRESS:
2203 SERENO VIEW
LANE
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 IT'S 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- BY: K �e 3 (i'
MICHAEL K. PASKO DATE
R.C.E. 41022 EXP 03/31/2015
CONWAY & ASSOCIATES, INC. JOB NO. 13 -005 ANAND
2525 PIO PICO DRIVE, SUITE 102
CARLSBAD, CALIFORNIA 92008
PHONE 760 - 753 -1453
LEGAL DESCRIPTION
A PORTION OF LOT 24 OF RANCHO LAS ENCINITAS, IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 848, FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 27, 1898.
FOR A COMPLETE LEGAL DESCRIPTION, SEE TITLE REPORT ON FILE WITH THE CITY.
PROJECT TOPOGRAPHY -
TOPOCRAPHIC SURVEYS PERFORMED ON 01/11/14 BY DAN HOOPER, L.S. 7249.
LOCAL BENCHMARK:
INVERT ELEVATION OF SEWER LINE AT CENTER OF MANHOLE NEAR WEST END OF
9TH ST. ELEVATION = 189.95 FEET
BOUNDARY DATA:
BOUNDARY DATA SHOWN HEREON IS FROM RECORD SOURCES
ENGINEER OF WORK NOTE:
PRIOR TO USING THESE PLANS FOR ANY CONTRACTUAL OR WORK PURPOSE, THE
ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT WORK AND
SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY. BE MORE
RESTRICTIVE THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT THE COST
OF THE WORK.
R.C.E. 4104 EXP. 3-31-15 DATE
REVIEWED BY:
LEGEND:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL Q
STANDARD DRAWINGS (LATEST EDITION), AND THE WATER AGENCIES' STANDARDS (LATEST EDITION).
rn
WORK TO BE DONE
DESCRIPTION SYMBOL QUANTITY
SEWER IMPROVEMENTS
AC PAVEMENT TRENCH REPAIR (MIN 3.5" AC / 6" CL -II ...................
BASE 0 95% RC / 12" NATIVE O 90% RC)
PER CITY OF ENCINITAS STANDARD DETAIL
STRUCTURAL SECTION TO BE FIELD - VERIFIED BY R -VALUE TESTS
6" SDR 35 PVC PRIVATE SEWER LATERAL PER ASS -01, 02, 03, SC -011 . ....... . S
PIPE BEDDING AND TRENCH BACKFlLL PER ISP -021 & DET 1 /SHT 2. ......... .
WARNING / IDENTIFICATION TAPE PER £SP -011 . ....................... .
6" SEWER CUT -IN WYE CONNECTION PER ISS -041 ......... . . . ........... .
6" PVC PRIVATE SEWER CLEANOUT PER ( SC- 01} ......................... -co_
1,020 SF
477 LF
477 SF
477 LF
1 EA
40,e EA
REMOVE EXISTING SEPTIC TANK & SEPTIC SYSTEM PIPING ................... 1 EA
ABANDON IN PLACE EXISTING SEPTIC SYSTEM VERTICAL PITS . ............... .
SEDIMENT CONTROL BMP'S
SILT FENCE PER CALTRANS SWQ HANDBOOK SC -1 ........................
4 EA
420 LF
GRAVEL BAG BERM PER CALTRANS SWQ HANDBOOK SC -6 . ................. . -GBB 920 EA
STREET SWEEPING & VACUUMING PER CALTRANS SWQ HANDBOOK SC -7. ........ SSV 4,000 SF
NOTES:
ALL STANDARD DRAWING REFERENCES ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDSRD) UNLESS
OTHERWISE NOTED. NO REFERENCE INDICATES PLAN DETAIL _
- I I INDICATES WATER AGENCIES STANDARD COMMITTEE (WASC) DRAWING REFERENCE
ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY AND SHALL NOT BE CONSIDERED
ACCURATE OR CERTIFIED QUANTITIES. QUANTITIES SHOWN SHALL NOT BE USED FOR CONTRACT PURPOSES.
G
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SHEET INDEX:
SHEET 1: TITLE SHEET, NOTES
SHEET 2: NOTES, DETAILS
SHEET 3: SEWER LATERAL PLAN & PROFILE
SHEET 4: SEWER LATERAL PLAN & PROFILE
C
SECTION 4216 / 4217 OF THE
GOVERNMENT CODE REQUIRES A DIGALERT
IDENTIFICATION NUMBER BE ISSUED
BEFORE A PERMIT TO EXCAVATE IS VALID.
FOR YOUR DIGALERT I.D. NUMBER, CALL
UNDERGROUND ALERT AT
811 OR 1- 800 - 227 -2600.
QRpF N
EIS/O
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No. 410
cx�_ EXPIRES 3-31 -2015
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INSPECTOR DATE 11 VICINITY MAP NO SCALE OF CAQF�.
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCH MARK
SCALE
DESIGNED BY
I DRAWN BY
CHECKED BY
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
MP
I IN
I MP
DESCRIP11ON: CITY OF ENC BM 1020 (ENC -20)
2.5" CITY OF ENC BRASS DISC IN SOUTHWEST
CORN OF CONC PAD FOR FIRE HYDRANT
LOCATED: EAST SIDE OF CAM RSFe RD 100'
SOUTH OF EL CAMINO DEL NORTE
ELEV: 120.564 DATUM: NAw66
HORIZONTAL: N/A
VERTICAL: N/A
PLANS PREPARED UNDER SUPERVISION OF
!�
��� i� l DATE: /� /
ENGINEER OF WORK R.C.E. 41022
MICHAEL K. PASKO EXP. 3/31 /2015
RECOMMENDED _ c6 0 APPRO
BY: BY:
DATE: 31251 14 DATE: A2- 8111
SIMPLIFIED GRADING PLAN FOR:
A. JANASWAMY
2203 SERENO VIEW LANE
APN 265 - 390 -01 TITLE SHEET, NOTES
11872 -SG
SHEET 1 of 4
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STORMWATER POLLUTION CONTROL BMP NOTES FOR 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 GRAVEL AND /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN 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 PERMANENT AND 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 TRESS OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY JEGETATION 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 FLOWS AND STORMDRAIN 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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE
PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED
FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS
SHALL BE 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
MAT�EERIALS 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) 714 -1 195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760)
436- 4151.
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 AWAY FROM THE STREET , GUTTER, AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM THE
CONSTRUCTION SITE.
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
A 76MPa44,e c /►AMT Pi4TCs1 hdA$
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NATIVE MATERIAL BACKFILL
0 90% R.C. SUBJECT TO
THE APPROVAL OF THE
GEOTECHNICAL ENGINEER
MAGNETIC WARNING /
IDENTIFICATION TAPE
12" MINIMUM HORIZONTAL Y
UNDISTURBED EARTH ' `� ' 12° w o
SEPARATION . 9 <• z x
d•••d
No
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,4,85 P.Q/1%A•iC
SEWER LATERAL
CENTERED IN TRENCH
PIPE O.D. PLUS: 8"
MIN TO 16" MAX
(SEE NOTE 2)
NOTES:
1) SEE STD DWG ISP -021 FOR ALL TRENCH SECTION DETAILS AND SPECIFICATIONS EXCEPT
AS MODIFIED HEREIN.
2) "PIPE O.D." - OUTSIDE DIAMETER OF SEWER LATERAL PIPE OR ENCASEMENT PIPE (IF P /f�J�A36MEA ° � 'vsGT / jD /C 5
CALLED FOR). N07 64
3) TILE ENeAGEMENT- PIPE E WIERE PIPE IS 3 FEE:F eR AMW_XW70,_0e FAA" 7»AESGV7,40G r 1fS 4440*5144
/'947X.1.44 137' otv7�� e7Ab7 VA1144
4) CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT SHORING AND SAFETY REQUIREMENTS. d'd 5Vi rArVj� S&F A?EAW r C4760 A4,4Y 29 Z414
5) USE WHERE SEWER AND GAS LATERAL ALIGNMENTS ARE PARALLEL. Or C-0*sr om7md/it &-4c ew F1Cr !� lmy 7W
6) IF OWNER'S GEOTECHNICAL CONSULTANT DETERMINES THE NATIVE SOILS MEETS THE C /7y or- 'SAXIAjims
CHARACTERISTICS OF CLASS I, II III OR IV PER TABLE 5 OF THE JM EAGLE JAN. 2009
TECHNICAL BULLETIN, NATIVE MATERIAL MAY BE SUBSTITUTED FOR THE CRUSHED STONE IN
THE PIPE ZONE AND THE 4" BEDDING DEPTH BELOW THE PIPE MAY BE REDUCED TO 1 ".
NATIVE MATERIAL USED IN THE PIPE ZONE SHALL PASS A 3/4" SIEVE.
DETAIL 1 NO SCALE
TYPICAL SEWER LATERAL STEPPED TRENCH SECTION
DRAWING LEGEND
SYMBOL
ABBREVIATION ITEM
DATE
BW
FG AT EXPOSED BOTTOM OF WALL
BENCH MARK
CL
CENTER LINE
0
CO
CLEAN OUT
- - - -- �-
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DIRECTION OF DRAINAGE
MP
DS
DOWNSPOUT
R Utz
EL
ELEVATION
FF = 342.0
FF
FINISHED FLOOR -TYP ON STRUCTURE SLAB
DESCRIPTION: CITY OF ENC BM 1020 (ENC -20)
2.5" CITY OF ENC BRASS DISC IN SOUTHWEST
CORN OF CONC PAD FOR FIRE HYDRANT
LOCATED: EAST SIDE OF CAM RSFe RD 100'
SOUTH OF EL CAMINO DEL NORTE
ELEV. 120.564 DATUM: NAVD88
FG
FINISHED GRADE (TYPICALLY ON GROUND)
PLANS PREPARED UNDER SUPERVISION OF
/
� Z41A DATE: 3/131®
ENGINEER OF WORK R.C.E. 41022
MICHAEL K. PASKO EXP. 3/31/2015
FL
FLOWLINE
11872 -SG
FS
FINISHED SURFACE (TYP ON CONCRETE OR AC)
INV
FLOWLINE AT INLET
I.E.
SAME AS INV.
LW
LIGHT WELL
PAD = 341.5
PAD
PAD ELEVATION
— • - -• --
PL
PROPERTY LINE
PLNTR
PLANTER
I SHEET 2 OF 4
RIM
ELEVATION OF FINISHED INLET-
- - - - - -
SB
SETBACK LINE
TOE
FG AT BOTTOM
TOP
FG AT TOP
TW
TOP OF RW
TYP
TYPICAL
WL
WATER LEVEL
OINDICATES
A WORK TO BE DONE ITEM
OINDICATES
A RETAINING WALL ELEVATION
INDICATES PROPERTY LINE INFORMATION
QINDICATES
EASEMENT DATA
INDICATES A FLAT SURFACE
INDICATES AN EL CHANGE
8�•? - ^-
FINISH GRADE .1' CONTOUR
8�
FINISH GRADE 1' CONTOUR
FINISH GRADE 5' CONTOUR
--- il- - --
DAYLIGHT LINE
RW
RETAINING WALL - EXISTING
RW
RETAINING WALL - THIS PLAN - PER SDRSD
RW
RETAINING WALL - PART OF STRUCTURE
SEE ARCHITECT'S PLAN
RW
RETAINING WALL - WITH BLOCK WALL
BARRIER ON TOP - SEE ARCHITECT'S PLAN
AND SECTION AA
RW
RETAINING WALL - WITH BARRIER RAILING
ON TOP - SEE ARCHITECT'S PLAN AND
SECTION AA
o
TRASH ENCLOSURE BLOCK SCREEN WALL -
SEE ARCHITECT'S PLAN
MUM
BMP SWALE
EXPOSED AGGREGATE FINISH PCC -
'
SEE ARCHITECTS PLAN
PCC FLATWORK - WALK OR DRIVE - SEE
ARCHITECT'S PLAN FOR FINISH
302 2
EXISTING GRADE
5
PROPOSED GRADE
30'0
2.5
TOP AND BOTTOM OF WALL
o
ELEVATION WITH EXPOSED
83
BW
WALL HEIGHT
g5
INLET AND INVERT
R� 133 O
ELEVATION FOR STORM DRAIN
SECTION 4216 / 4217 OF THE
GOVERNMENT CODE REQUIRES A DIGALERT
IDENTIFICATION NUMBER BE ISSUED
BEFORE A PERMIT TO EXCAVATE IS VALID.
FOR YOUR DIGALERT I.D. NUMBER, CALL
UNDERGROUND ALERT AT
811 OR 1- 800 - 227 -2600.
No. 41022
EXPIRES 1�5
�Tq C /Vtl.
lF OF CAL \F
W
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCH MARK
SCALE
DESIGNED BY
DRAWN BY
GHEUKtU BY
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
MP
TN
MP
R Utz
�(S
MkP
ZL ^¢
DESCRIPTION: CITY OF ENC BM 1020 (ENC -20)
2.5" CITY OF ENC BRASS DISC IN SOUTHWEST
CORN OF CONC PAD FOR FIRE HYDRANT
LOCATED: EAST SIDE OF CAM RSFe RD 100'
SOUTH OF EL CAMINO DEL NORTE
ELEV. 120.564 DATUM: NAVD88
HORIZONTAL: N/A
VERTICAL: N/A
PLANS PREPARED UNDER SUPERVISION OF
/
� Z41A DATE: 3/131®
ENGINEER OF WORK R.C.E. 41022
MICHAEL K. PASKO EXP. 3/31/2015
RECOMMENDED APP RO
BY: BY:
DATE: 3/ 2S/ I DATE; 2 /
SIMPLI FIED GRADING PLAN FOR:
A. JANASWAMY
2203 SERENO VIEW LANE
APN 265- 390 -01 NOTES, DETAILS
11872 -SG
I SHEET 2 OF 4
Mar 12, 2014 — 21:47:49 P: \13 -005 Anand \xrefs \13005— GP01.dwg PLOT ® 1 " =10'
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WORK ITEMS � WORK TO BE DONE
PLAN REFERENCES NOTED THUS " I I " ARE TO
"WATER AGENCIES STANDARDS" STANDARD DRAWINGS
1 4" SDR 35 PVC SEWER LATERAL INSTALLATION PER ISS -011 &
ISS -031
2 PIPE BEDDING AND TRENCH BACKFILL PER ISP -021 & DIET 1 /SHT
4 (ENTIRE LENGTH OF LATERAL) - TRENCH BACKFILL AT 90% RC,
BACKFILL MATERIAL TO BE APPROVED BY THE GEOTECHNICAL
ENGINEER SA
3 WARNING /IDENTIFICATION TAPE INSTALLATION PER ISP -011 10 ul
(ENTIRE LENGTH OF LATERAL)
4 SEWER LATERAL CLEAN OUT & RISER PER ISC -01, TYPE Al -
MODIFY TO 4"
5 AC PVMT REMOVAL & REPLACEMENT - TRENCH REPAIR PER CITY
STD DETAIL (MIN 3.5" AC / 6" CL -II BASE ® 95% RC / 12"
NATIVE ® 90% RC)
6 12 "Wx18 "Tx12 "L TEMPORARY CONCRETE THRUST BLOCK BEHIND
TEMP END CAP - EMBED BLOCK 8" INTO UNDISTURBED SOIL
+7 4" SEWER CUT -IN WYE CONNECTION PER ISS -041 - SEE
CONNECTION & UTILITY CROSSINGS NOTE
10 WORK ITEM IS NOT A PART OF THIS PERMIT - SHOWN FOR
GENERAL REFERENCE ONLY
WORK ITEM IS NOT A PART OF THIS PERMIT - SHOWN FOR
GENERAL REFERENCE ONLY
CONSTRUCTION BMP NOTE:
THE CONTRACTOR SHALL EMPLOY BASIC CONSTRUCTION -PHASE
SEDIMENT CONTROL BMP MEASURES AS REQUIRED, SUCH AS THOSE
NOTED ON SHEET 1, AND OTHERS PER THE CALTRANS STORM WATER
QUALITY HANDBOOKS, CONSTRUCTION SITE BEST MANAGEMENT
PRACTICES (BMPS) MANUAL (LATEST VERSION).
PRIVATE SEWER LATERAL
S -# ALIGNMENT DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
1
N55'32'50 "E
-
22.53'
2
S73'05'49 "E
-
125.70'
3
N84'24'11 "E
-
9.15'
4
S73'05'49 "E
-
206.93'
5
60'52'10"
76.50'
38.89'
6
N77'46'21 "E
-
62.97'
7
S80'33'31 "E
-
10.52'
THE ALIGNMENT LENGTHS IN THIS TABLE
ARE FOR THE ULTIMATE BUILD -OUT
CONDITION - THE INSTALLED PIPE LENGTHS
MAY BE LESS THAN THESE VALUES
0 SEE EASEMENT DATA ON SHT 4
No. 41022
D(PIRES 3-31 -2015
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DATE
REFERENCES
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ucaiuMP UT
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antaMPv nr
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING N0.
C;j
e
DESCRIPTION: CITY OF ENC BM 1020 (ENC -20)
"
2.5 CITY OF ENC BRASS DISC IN SOUTHWEST
CORN OF CONC PAD FOR FIRE HYDRANT
LOCATED: EAST SIDE OF CAM RSFe RD 100
SOUTH OF EL CAMINO DEL NORTE
ELEV. 120.564 DATUM: NAVD88
HORIZONTAL: 1 " =10'
VERTICAL: 1 " =2'
PLANS PREPARED UNDER SUPERVISION OF
/�� ������ — DATE: , 7
ENGINEER OF WORK R.C.E. 41022
MICHAEL K. PASKO EXP. 3/31/2015
RECOMMENDED APPRO
BY: BY:
DATE: LS 19- DATE: 3 28
SIMPLIFIED GRADING PLAN FOR:
A. �JANASWAMY
2203 SERENO VIEW LANE
APN 265 - 390 -01 SEWER LATERAL PLAN &PROFILE
4 Q /�
11
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SHEET 3 of 4
Mar 12, 2014 - 21145:57 P: \13 -005 Anand \xrefs \13005— GPO3.dwg PLOT 0 1 " =10'
a
0
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0
SUBJECT SITE
2203 SERENO VIEW LANE
APN 265 - 390 -01
(JANASWAMY)
t 3
EXIST ELECT -
TRANSFORMER
0 WORK ITEMS N WORK TO FIE DONE
PLAN REFERENCES NOTED THUS " I l " ARE TO
"WATER AGENCIES STANDARDS" STANDARD DRAWINGS
1 4" SDR 35 PVC SEWER LATERAL INSTALLATION PER ISS -011 &
ISS -031
2 PIPE BEDDING AND TRENCH BACKFILL PER ISP -021 & DIET 1 /SHT
4 (ENTIRE LENGTH OF LATERAL) - TRENCH BACKFILL AT 9OX RC,
BACKFILL MATERIAL TO BE APPROVED BY THE GEOTECHNICAL
ENGINEER
3 WARNING /IDENTIFICATION TAPE INSTALLATION PER ISP -011
(ENTIRE LENGTH OF LATERAL)
4 SEWER LATERAL CLEAN OUT & RISER PER ISC -01, TYPE Al -
MODIFY TO 4"
5 AC PVMT REMOVAL & REPLACEMENT - TRENCH REPAIR PER CITY
STD DETAIL (MIN 3.5" AC / 6" CL -II BASE ® 95X RC / 12"
NATIVE 0 9OX RC)
*8 REMOVE EXISTING SEPTIC TANK & SEPTIC SYSTEM PIPING
*9 ABANDON IN PLACE EXISTING SEPTIC SYSTEM VERTICAL PITS -
TOTAL OF 4 - REMOVE & DISPOSE OF ANY LID STRUCTURES,
FILL PITS w/ 3/4 -INCH CRUSHED STONE - VERIFY EXACT
PROCEDURE w/ COUNTY OF SAN DIEGO DEPT. OF
ENVIRONMENTAL HEALTH PRIOR TO THE START OF WORK (REF.
CoSD's DEH2O13- LOWTS- 001202R)
10 WORK ITEM IS NOT A PART OF THIS PERMIT - SHOWN FOR
GENERAL REFERENCE ONLY
* WORK ITEM IS NOT A PART OF THIS PERMIT - SHOWN FOR
GENERAL REFERENCE ONLY
CONSTRUCTION BMP NOTE:
THE CONTRACTOR SHALL EMPLOY BASIC CONSTRUCTION -PHASE
SEDIMENT CONTROL BMP MEASURES AS REQUIRED, SUCH AS THOSE
NOTED ON SHEET 1, AND OTHERS PER THE CALTRANS STORM WATER
QUALITY HANDBOOKS, CONSTRUCTION SITE BEST MANAGEMENT
PRACTICES (BMPS) MANUAL (LATEST VERSION).
HtKtUN IJ rUK ULNLKAL KtrtKtr4t t
UNLT. INt AGIUAL UAJ
GUJ— JJJ —Iw
T
I
PRIVATE SEWER LATERAL
LINE ALIGNMENT SHALL BE REVIEWED
BY THE SDG &E
M
04
I
M
S -#
ALIGNMENT DATA
INSPECTOR AND APPROVED PRIOR TO
AND AFTER THE UTILITY CONNECTION
THE START OF THE WORK
& UTILITY CROSSINGS
2
2
EXIST ELECTRIC, M
Q I
NO.
BEARING/DELTA RADIUS LENGTH
POTHOLE WORK IS COMPLETE.
m
TELCO & TV N
EXIST
1
N55'32'50 "E - 22.53'
_ - - - _
x x— x — x -- x x-
x m x
__
— x WATER
= � `
x
x _ x
2
-
S73'05'49 "E 125.70'
"E
a
9,4 .5
3
N84'24'11 - 9.15'
w
4
_
S73005'49 "E 206.93'
5
60'52'10" 76.50' 38.89'
END 1 2 (3
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V)
ac
®� N
>
6
N7746'21 "E - 62.97'
�A
s E
sl
s� s�,
7
S80'33'31 "E - 10.52'
REVISIONS
0� _ - " THE ALIGNMENT LENGTHS IN THIS TABLE
w - _ - - ARE FOR THE ULTIMATE BUILD -OUT T7
0 NEW' 3 5 CONDITION - THE INSTALLED PIPE LENGTHS
EXIST SEWS 1 2
( G'•D• #r,� ATER LATER L c N E GCS .. MAY BE LESS THAN THESE VALUES
1 40-31 D.QdO'R•T N G'.d.
3t�? 02 1) Rr s
AIN
s M
a I �tia 2207 SERENO VIEW LANE Q EASEMENT DATA CONSTRUCTION NOTES W 1
s APN 265 - 390 -02 Z
xi 5 1 30' EASEMENT FOR ROAD AND UTILITY PURPOSES PVC SANITARY SEWER PIPE J Ld N
GRANTED BY VARIOUS INSTRUMENTS OF RECORD, ONE OF SDR -35 POLYVINYL CHLORIDE (PVC) PIPE, IS REQUIRED AND SHALL CONFORM TO Ld n
WHICH WAS REC'D 9/13/67 AS FILE NO. 139354, O.R. ASTM D3034, LATEST REVISION. PVC FITTINGS SHALL BE GASKETED AND WATER o
TIGHT AND SHALL BE COMPATIBLE WITH SDR -35 PVC PIPE IN ACCORDANCE WITH THE () I V) �
p
0 2 EASEMENT FOR ELECTRIC UTILITY PURPOSES GRANTED TO LATEST ASTM STANDARDS. E- LLl �s
�< SAN DIEGO GAS & ELECTRIC 11/4/75 AS FILE NO. Q
1975- 308642, O.R. SANITARY SEWER LINES WITH LESS THAN 3 FT. OF COVER IN VEHICLE TRAFFIC AREAS N o
SHALL USE TRENCH SECTION CONCRETE PROTECTION PER SDRSD SP -03 MODIFIED
2�� !� !E 3 EASEMENT FOR ELECTRIC UTILITY PURPOSES GRANTED TO (12" MINIMUM CONCRETE COVER THICKNESS, 520 -C -2500 CONCRETE).
SAN DIEGO GAS & ELECTRIC 1/20/76 AS FILE NO.
1976- 017224, O.R. - SAID EASEMENT IS NON- SPECIFIC & MISCELLANEOUS 10' 5' 0 10' 20'
CANNOT BE LOCATED CONTRACTOR'S SCOPE OF SERVICES:
4 15' EASEMENT FOR PUBLIC SEWER PURPOSES GRANTED TO 1) ALL WORK SHOWN ON THESE DRAWINGS ;
2) MAINTENANCE OF AS -BUILT DRAWING RECORDS DURING CONSTRUCTION SCALE: 1 " =10'
CARDIFF SANITATION DISTRICT 3/16/92 AS FILE NO. 3) ALL COORDINATION WITH AGENCIES' STAFF DURING CONSTRUCTION ;
92- 0141304, O.R. 4) COORDINATION WITH OWNER'S ENGINEERING CONSULTANTS ;
5) CONSTRUCTION SITE SAFETY ;
BOUNDARY DATA NOTE 6) TRENCH SHORING & TRENCH PLATES ;
THE BOUNDARY DATA SHOWN HEREON WAS DERIVED FROM 7) TRAFFIC CONTROL ;
RECORD SOURCES. A BOUNDARY SURVEY WAS NOT PERFORMED 8) CONSTRUCTION BMP MEASURES PER CITY REQUIREMENTS
w FOR THIS GRADING PLAN. RECORD DATA AS SHOWN HEREON IS 9) CONTINUOUS JOB SITE CLEANUP No. 41022 m
"BEST FIT" TO PHYSICAL EVIDENCE IN THE FIELD. 10) JOB CLOSEOUT WITH CONSULTANTS, AGENCIES AND OWNER. SHEET LEGEND a EXPIRES 3-31 -2015
8 CONSTRUCTION CONTROL STAKING FOR THE WORK SHOWN 195.3) EXISTING GRADE ELEVATION r '�® 0
HEREON SHALL BE PERFORMED BY A CALIFORNIA- LICENSED WVI APPROX DEPTH TO FLOWLINE 1A
LAND SURVEYOR. HAP HORIZONTAL ANGLE POINT
DATE I REFERENCES
DATE BENCH MARK SCALE
DESCRIPTION: CITY OF ENC BM 1020 (ENC -20)
2.5" CITY OF ENC BRASS DISC IN SOUTHWEST HORIZONTAL: 1 " =10'
CORN OF CONC PAD FOR FIRE HYDRANT
LOCATED: EAST SIDE OF CAM RSFe RD 100' VERTICAL: 1 " =2'
SOUTH OF EL CAMINO DEL NORTE
ELEV: 120.564 DATUM: NAVD88
ar ic, cU19 r: Rio —uvn Hnana \xrers \i ouvo— tjrw.awy rLUI W i =iU
PLANS PREPARED UNDER SUPERVISION OF
/< a _--- DATE: 3// 3//
ENGINEER OF WORK R.C.E. 41022
MICHAEL K. PASKO EXP. 3/31/2015
APPROVALS
RECOMMENDED APPR
BY. All BY. z
DATE: _ -312 s/ 14 DATE:
VAP VERTICAL ANGLE POINT F CAt\
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
SIMPLIFIED GRADING PLAN FOR:
A. JANASWAMY 11872 -SG
2203 SERENO VIEW LANE
APN 265 - 390 -01 SEWER LATERAL PLAN & PROFILE I SHEET 4 of 4
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