2008-10061 G (Plans)I
GRADING 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
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED UPDATE GEOTECHNICAL INVESTIGATION
PROPOSED DEMPSEY RES. 3403 VIA MONTEVERDE OLIVENHAIN. CA.
PREPARED BY CONSTRUCTION TESTING & ENGINEERING, 'NC CTE
DATED FEBRUARY 12, 2009 AND ADDENDUM 01 TO UPDATE GEOTECHNICAL
INVESTIGATION CROSS SECTION & PRELIMINARY PAVEMENT RECOMMENDATIONS
PREPARED BY CONSTRUCTION TESTING & ENGINEERING, INC CTE
DATED MARCH 10, 2009 AND ADDENDUM 02 TO UPDATE GEOTECHNICAL
INVESTIGATION ADDITIONAL RECOMMENDATIONS PREPARED BY : CONSTRUCTION
TESTING & ENGINEERING. INC. DATED; APRIL 13. 2009, AND ADDENDUM 03 TO
UPDATE GEOTECHNICAL INVESTIGATION ADDITIONAL RECOMMENDATIONS PREPARED III
BY : CONSTRUCTION TESTING & ENGINEERING. INC CTE DATED :AUG. 12. 2009. -
UPOATE GMIOTECtINIC&L RECOMMENDATIONS PROPOSED NAPOLI RESIDENCE (MRMAUY
PROPOSEI) OFMPSEY RV--10 NCE)3g03VIAMoNTEVERDE OUVENtII11N,CA.
PREPARED SV coNSMtwCnaNTi =STIN4ieNU1WEERINy,INGCTE DATEp JUNEt 2011
SHALL B CO SIDERED AS PART OF HE GRADING . ALL G A G
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT AND ADDENDUM.
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 CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
AND REPLACED BY A RFGISTERED CIVIL ENGINEE,? 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 AMn EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
A STRUCTUR JR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING
CONTRACTOR AND PERMITTEE. THE PREGRADE 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 WITHIN THIS PROJECT 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. 10061 -G 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 OPERATIONS.
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND 'NILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVL Jn DAMAGE TO ADJOINING PROPERTIES OR
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
PR VENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
14. ALL AREAS TO UE 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 AND DISTURBED SOILS SHALL BE REMOVED TO
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
;CARIFIED TO A DEPTH OF NINE INCHES 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 SPECIFICATIOtiS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, 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 ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. 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 OF 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
EROSION CONTROL:
IN CASE EMERGENCY- QUIRED, CONTACT _
RTNA A _ _ __ (PHONE)
MI4R 1002 999 -?1925
2. EQUIPMENT AND WORT OR EMERGEN Y WORK ALL 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 DEUCES 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 HYDROSEEDED 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 SECTION 35.023 OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
OF CONSERVATI01
HYDROSEED MATERIALS:
1. COASTAL RIPARIAN HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES
THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS
NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY
ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT
THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. COASTAL RIPARIAN HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
1. LBS. / ACRE BOTANICAL NAME COMMON NAME
3 ENCELIA CALIFORNICA CALIFORNIA SUNFLOWER
3 1 ERIOPHYLLUM CONFERTIFOLIUM GOLDEN YARROW
4 ESCHOLZIA CALIFORNICA CALIFORNIA POPPY
2 ISOMERIS ARBOREA BLADDERPOD
4 LOTUS SCOPARIUS DEERWEED
4 MIMULUS PUNICEUS RED MONKEYFLOWER
3 SALVIA CLEVELANDII CLEVELAND SAGE
2 ROSA CAUFORNICA CALIFORNIA WILD ROSE
25
OMMITED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED
IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR
RESIDENTIAL STRUCTURES.
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A
A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY
DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IS MUST
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
50% OF THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0 WITH
15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
A. TRACK WALKING SLOPES STEEPER THAN 6:1.
B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
OWNER'S CERTIFICATE'
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRED 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 FOR AND DESIRABLE FOR
THE PROPOER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF
THE COMPACTION AND STABILITY OF THE SITE. 1
rte,_ , tp jz(
DATE: DAT7r
RwNb 34 LLC
ROBERT NAPIOLa,MP.
= 3.4 : 1
APPROVAL OF LOCATION OF DEBRIS FILL
E SECURED FROM THE
2)
MAXIMUM
VERTICAL DEPTH
OF CUT
= 5.7'
SOILS ENGINEER AND CITY ENGINEER PRIHE
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DISPOSA L OF ANY
3)
MAXIMUM
VERTICAL DEPTH
OF FILL
= 8'
SUCH MATERIAL.
/
4)
AVERAGE
DEPTH OF CUT
= 2,000
C.Y. /20,604 S.F. x 27 = 2.62 FT
ENCINITAS FIRE DEPARTMENT 1 o t
REVIEWED BY:
DATE
REVISION APPROVED
N(_4I NEERS
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Oftr&XuALS ®ESTILO9E®
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siwErr 2ADD 2A:
.22. IZ 5) AVERAGE DEPTH OF FILL
2,000 C.Y./20,516 S.F.
x 2 2.63 FT
'ENHAIN MUNICIPAL WA R
DIST.
PARKS AND RECREATION ?11611
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
PUBLIC WORK
7-ee ONE COMPLETE COPY
-i 11
kte
HAS BEEN SUBMITTED TO THE OFFICE
IEWED BY:
I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
/
THIS PROJECT HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: DAN T. MATH
DATE: I ° Zo -( Q
NO.: 2665
EXPIRATION DATE: IZ -3l -10
DATE
6AIE
DATE
DATE
REFERENCES
DATE
BENCHMARK
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AND BUILD NG
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DESCRIPTION: FD 2.5" DISK
PT 1010
LOCATION: NE CORNER OF VAULT IN THE SW
QUADRANT OF LONE JACK RD. AND
DOUBLE H RANCH RD
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL
NETWORK
ELEV: 203.16 DATUM:_ NAVD 88
HORIZONTAL: N/A
VERTICAL: N/A
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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 THIS PLAN, 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:
2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND
UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY
COMPANY:
SEWER - CARDIFF SANITATION (760) 633 -2770
GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC (760) 438 -6200
WATER - OUVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466
TELEPHONE - SBC BELL (760) 489 -3411
CABLE TELEVISION - COX COMMUNICATIONS (760) 806 -9809 X 2233
3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)
633 -2770.
4. 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.
c`/111 c` 1- A1nIAICCmIG` c`TAT[- ►I[ -AIT.
R G D PLANT
MA!_ S. EI DATE
W Mo.4854 ExP.b /p /2ol
K85 ENGtNE.R.R1N6
1801 NtSSOM CENTIR CT. S* 100
SAM 01E80, CA 92108 ((o Wj1Ab- SSbS
I, j2AA3 M&T, I CTC 2
A REGISTERED
G- f__- bretoA4t*C, ENGINEER OF THE
STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
2i4A) 7_60R AND ha6-*
7-ee ONE COMPLETE COPY
OF GEOCHNICAL REPORT COMPILED
FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE
OF THE CITY ENGINEER, FURTHERMORE,
I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED
IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: DAN T. MATH
DATE: I ° Zo -( Q
NO.: 2665
EXPIRATION DATE: IZ -3l -10
SIGNED: MARTIN E. SIEM j
� DATE: /' 2.o -Ka
C.E.G. NO.: 2311
EXPIRATION DATE: - 30 - /O
CONSTRUCTION TESTING & ENGINEERING, INC.
CTE JOB NO. 10 -9879G
1441 MONTIEL RD, SUITE 115
ESCONDIDO, CA 92026
(760) 746 -4955
STORMWATER POLLUTION CO
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 GRAVEL AND /OR CORRUGATED
STEEL PLANES /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 INSTAWNG EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER V'_SETATION, 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
PHA SE S TO AVOID UNNECESSAR Y R F THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
REMOVAL 0
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.
ONE -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
* CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR WITH THE 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 W,..TE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
S BE DISCHARGED INTO STORMWATER BERMS DIKES SHALL BE PLACED
_ NO SEEPAGE FROM DUMPSTERS HALL /
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 CONTA "T WITH
ANY TRASH MATERIAL
* MANY JONSTRUCTTON 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) 714 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
* 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 RE KEPT AWAY FORM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FORM CCONSTRUCTION SITE.
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS, PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
PLANS REPARE UNDER SUPERVISION OF:
7 -/042
DATE : /D
R.C.E. NO. : 48592
MAL S. S EIS
EXP. 06 -30 -2010
A APPROVALS
RECOMMENDED 3.11:•10 APP1Ipp(ED
DATE: •3� DATE: 3 H O
LEGEND:
PROPERTY LINE
EXISTING CONTOUR
EXISTING ELEVATION
DAYLIGHT LINE
CUT SLOPE (3:1 SLOPE)
FILL SLOPE (2.8:1 SLOPE)
FINISH CONTOUR
GRAVEL BAGS (TWO HIGH)
6" SCHEDULE 40 PVC STORM DRAIN PIPE
(PRIVATE) 01% SLOPE EXCEPT OTHERWISE
NOTED. (OR EQUIVALENT FOR STORM DRAIN)
6" STORM DRAIN INLET (PVT)
CATCH BASIN (PVT) (12 "X12 ")
CONC. BROW DITCH
DAYLIGHT LINE ( LIMITS OF GRADING)
PROP. RIP -RAP
DWG. No.
BROOKS OR EQUAL
NDS 12 "X12" & 24 "x24"
SDRSD D -75
SDRSD D -40
SYMBOL
a
' +
REFERENCE DRAWINGS:
CUT; cf 2,6G-
FILL:
0
CUBIC YARDS
CUBIC YARDS
,- -1g0
9
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PROP. AA. A100EMPFF (SEGTION n n / J" 69169 REPOWT
Gam} 3
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£AS@A Te-•38 a
" NOT TO BE ALTERED WITH OUT .A CITY PERMIT" 0-
POST CON STRIKTION I2MP HMFr' 16D 10RETENT101J 6AS14 -Ami ioeglw ON 3
5HEET 3
a
a
SCA 5. NO ANIMAL &ZING OR IMPROVEMENTS (INCLUDING LANDSCAPE IMPROVEMENTS), EXCEPT THOSE SHOWN ON THE APPROVLu PLANS DATED _0
RECEIVED BY THE CITY ON NOVEMBER 3, 2009 AND NECESSARY FOR -FUEL MODIFICATION BUFFER` REQUIREMENTS ENFORCED BY THE ENCINITAS 3
FIRE DEPARTMENT, SHALL BE ALLOWED WITHIN THE 50 -FOOT RIPARIAN HABITAT BUFFER OR IN THE EXISTING RIPARIAN/FLOOD PLAIN EASEMENT
(COUNTY RECORDED EASEMENT NO. 1991 - 0238690). ANY FUTURE IMPROVEMENTS NECESSARY IN TH&AREAS SHALL BE REVIEWED AND APPROVEU
BY THE CITY OF ENCINITAS AND THE CALIFORNIA DEPARTMENT OF FISH AND GAME.
SCA 6. THE KEEPING OF ANIMALS ON THE SUBJECT PROPERTY SHALL BE IN CONFORMANCE WITH CHAPTER 30.55 (ANIMAL REGULATIONS) OF THE
ENCINITAS MUNICIPAL CODE.
EARTHWORK
U T I
' +
REFERENCE DRAWINGS:
CUT; cf 2,6G-
FILL:
S, too
CUBIC YARDS
CUBIC YARDS
CITY OF ENCINITAS IMPROVEMENT PLAN
NO. 5794 -G, CS -146
3,100
PER CTE SOILS REPORT DATED: 02 -12 -2009
IMPORT: 0 . CUBIC YARDS
OVEREXCAVATION: 750 CUBIC YARDS
NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
NOTE: SEE SOILS REPORT FOR ADDITIONAL EARTHWORK RECCMMENDATIONS
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 PLANCHECK OR REVIEW PERFORMED BY THE
CITY OF ENCINITAS IN ITS CAPACITY AS A PUBUC 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 REUEVE THE ENGINEER OF RESPONSIBILITY FOR DESIGN, OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 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 COPE OF SUCH AGENCY AND EMPLYMENT AND ARISING OUT TO THE WORK
PERFORMED RY THE ENGINEER. //
P
KAMAL S. SWEIS / R.C.E. 48592
/ EXP. 6 /30/10
LEGAL DESCRIPTION:
LOT 11 MAP 13947
A.P.N.: 264 - 241 -25 -00
SITE ADDRESS:
3403 VIA MONTEVERDE
ENCINITAS, CA 920"4
UWNtK /F'tKMI I I tt:
9ter RNNCs 34 LLG) "BERT 4WO
3462 YIA - MARGARITA- 1904 COPTE PENCA,
EPIEIP JI A�67 EA 92924 CARLSSAD, c.A 412009
1602) 4199 -3925 .®�
K &S ENGINEERING, INC.
Planning . Engineering . Surveying
7801 Mission Center Court, Suite 100 San Diego, CA 92108
(619) 296 -5565 Fax: (619) 296 -5564
IMPORTANT NOTKE
SECTION 4215/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER TO BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID.
PER YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
on
TWO WORKING DAYS BEFORE YOU DIG
DATE: /- 7_ / D
7 - 10-/Z KSS
;E " No. 5
Ew C
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9
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OF A L
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CASE NO. 09 -107 MIN
APPROVED AS ER PBD 2009 -38 ON NOVEMBER 9, 2009.
BMP PROJECT STATUS:
PRIORITY PROJECT WITH HMP
STORM WATER BMP GRASS /VEGETATED TREATMENT SWALES TO
BE MAINTAINED BY HOMEOWNER IN ACCORDANCE NTH "PRIVATE
STORM WATER TREATMENT MAINTENANCc AGREEMENT"
RECORDED AS DOC.
SUPER5EDEP SY WC.* Zol:'G3 old) 7i�
C,
N �U
VICINITY MAP 6
NO SCALE T B P GE 1148 85 9
CITY OF ENCINITIOI` S ENGINEERING DEPARTMEN D 'AWING NO.
co
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107061 -G
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VICINITY MAP 6
NO SCALE T B P GE 1148 85 9
CITY OF ENCINITIOI` S ENGINEERING DEPARTMEN D 'AWING NO.
GRADING AND EROSION CONTROL PLAN FOR:
z
RESIDENTIAL PAD FOR LOT 11
107061 -G
MAP NO. 13947; CASE NO. 09 -107 MINT
N
SHEET 1 OF 4
IZ- 105 5U6CG
1
AS -QUILT
EXISTING PRIVATE DRIVEWAY AINTENANCE AGREEMENT
BETWEEN LOTS 10,11 & 12 ECORDED 6 -22 -2004
AS DOC. N0. 2004 - 058048 BETWEEN LLOYD, CLEARY
AND LONE JACK L.P.
DOCUMENT IS FOR MAINTE ANCE AND REPAIR OF DRIVEWAY
EASEMENT AND APPORTIO MENT OF EXPENSE. VISUAL
INSPECTION SHOWS NO D IVEWAY CONSTRUCTED TO LOT 12
AS OF THIS TIME (11 -5- 008). -- SEE DOCUMENT.
.AND RECIF-ROCAL EASEM NT AGREEMENT BETWEEN OWNERS
OF LOTS 10, 11 & 12 R CORDED 5 -7 -2007 AS DOC.
NO. 2007- 0310915 IN ICH EASEMENT IS MUTUALLY
GRAN (LLOYD IND ATED TO OWN 11 & 12 AND
VAN DE LOT 10 I THIS DOCUMENT) FIRE TURN
EASEMENT FOR INGRESS EGRESS, AGE, 2ut3.b
RIGHT -OF -WAY, ROAII Y PURPOSES g5' 4" PVC
PUBLIC AND PRIVATE LITYE PURPOSES
INCIDENTALS THERETO ER PARCEL 4 OF 04.5%
FIRST AMERICAN TITL PRELIMINARY REPORT 4" SCO
ORDER NO. DIV -288 43 DATED 6- 17- 2008
EASEMENT AND RIGHT OF WAY FOR ACCESS, INGR S
AND EGRESS, PRIVATE ROAD AND UTILITY PURPOS S , o
ANV PPURTENANCES THERETO PER PARCEL 2 0 L
FIR AMERICAN TITLE PRELIMINARYEPORT !
ORDER NO. DIV- 2882343 DATED 6 -17 -2008 ;� u / SEWER ,�o °
AND EASEMENT PER MAP 13947 LATERAL
4" SCO
1 WIDE PRIVATE ROAD
SEMENT PER MAP 13947 SEWER 200.0 IE / 202.0 / \° V
LATERAL 'A'J / � e 100' "PVC 2% 100' 4" PVC �2% i
100' - 4" PVC 7% / ry // zl�`
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0
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EASEMENT PER✓MAP 13947 I LI
UTILITY PURPOSES PER PARCEL 3 OF \(�
FIRST AMERICAN TITLE PRELIMINARYEPORT 16' WIDE PRIVATE ROAD \ AST. SEWER LATERAL / I
ORDER NO. DIV- 2882343 DATED 6 -17 -2008 EASEMENT PER MAP 13791
AND EASEMENT PER MAP 13947 \ ` EXIST SET LATERALS
RIPARIAN
LIMITS I r
zi
\ m
a r
Aa \ \\ i
REVISION
"BLANKET" OR NON — PLOTTABLE EASEMENTS:
DANIELS CABLEVISION RECORDED 4-5 -1994 AS DOC. NO. 1994- 0224539
COUNTY OPEN SPACE EASEMENT RECORDED 1 -31 -1985 AS DOC.
NO. 85- 033895. COVERS ALL OF SITE PENDING GEOLOGICAL
EVALUATION FOR SPECIFIC BUILDING PERMITS
EASEMENTS FOR GENERAL UTILITY, DRAINAGE, ACCESS, OPEN SPACE AS
REFERRED TO IN CC&R 1992- 0175473 REC 3 -27 -1992
OLIVENHEIN CONSENT TO PAC BELL FOR FACILITIES IN DOUBLE LL RANCH
ROAD RECORDED 5 -24 -1994 AS DOC. NO. 1994- 0340003
SDG&E PER RECORDED 2 -04 -2002 AS DOC. NO. 2002 - 0093851,
APPARENTLY TO SERVE PROPERTY TO THE NORTH. INTEREST
IN EASEMENT WAS ASSIGNED TO PACIFIC BELL BY
DOC. NO. 2002 - 0419468 RECORDED 5 -17 -2002
DRAINAGE STRUCTURES AND SLOPE RIGHTS OUTSIDE THE LIMITS OF
LONE JACK ROAD RECORDED 9 -7 -1961 AS DOC. NO. 155962 AND
RECORDED 1 -31 -1985 AS DOC. NO. 85- 033896
r'
o 1 EXISTING OPENSPACE EASEMENT "D" °
I cn 50' RIPARIAN BUFFER ZONE WITH FENCE EXHIBIT DOC. N0.
\ o It \� 1 FOR RIPARIAN RESOURCE PURPOSES
.p 50' RIPARIA GRANTED AND ACCEPTED ON MAP 3947. \ REAL PROPERTY COVENANT FOR MINOR USE PERMIT DOC. P
'BUFFER 17 FIRE TURNAROUND EASEMENT DOC. NO. 2OtO -�`JO�
I ZONE t' e
CA � G 8352 t':CB
i 8 RIM(198 4RIM) 01s Ci
PROPOSED PRIVATE ROAD EASEMENT ON MAP 13947 8.39IE(186.631E) 1 b106
AND OLIVENHAIN MUNICIPAL WATER DISTRICT EASEMENT 9 6 / 9
DEDICATED AND ACCEPTED ON MAP 13947 AND I / I 15' WIDE CITY OF ENCINITAS EASEME T-
CARDIFF SANITATION DISTRICT EASEMENT I I I ' EL I
DEDICATEED AND ACCEPTED ON MAP 13947 FOR FLOOD DRAINAGE CHANNEL I RECORDED 3-4 -1996 AS DOC. N
I z I / I ' 1996 - 0106108 /
I I I 50' RIPARIAN/
OPEN SPACE EASEMENT FOR BUFFER
I RIPARIAN BUFFER ZONE GRANTED
Z
f a ON MAP 13947 ZONE
_ s
> I I z NEW A
w t o FENCE O
r EASEMENT AND RIGHT OF WAY FOR ROAD AND EXISTING 12' WIDE CITY OF ENCINITAS EASEMENT FOR , v
UTILITY PURPOSES PER PARCEL 3 OF I w I I
'n `� I I � I I t
FIRST AMERICAN TITLE PRELIMINARYEPORT °' s a � , z
ORDER NO. DIV - 2882343 DATED 6 -17 -2008 c ` ro RECREATIONAL TRAIL PURPOSES �/
AND EASEMENT PER MAP 13947 z If ¢ I I RECORDED 5 -24 -1999 AS
1 1 DOC. NO. 1999- 0350891 I cp
EXISTING 30' WIDE EASE NT TO OUT c, / �yl.
N I I MUNICIPAL WATER DISTRI T RECORDED 7 -2 1077 s
AS DOC. NO. 77- 296591, SUBJECT T0 ENCR ACHME
,
0 0l I 1 AGREEMENT RECORDED 4- -2008
DOC. N0. 76623 /_ /j g2 o�•
li I I EXISTING A1g9sORS® � 0
cr I I FENCE
w I \ TRAILS 1999 035089 _A� / , f / �5 25
EXISTING 8' WIDE CITY OF'
ENCINITAS EASEMENT FOR
RECREATIONAL TRAIL PURI
RECORDED 2 -17 -1999 AS
�_— DOC. NO. 1999- 0094719
\ \
EXISTING 30' WIDE ACCESS EASE TO CARDIFF
SANITATION DISTRICT RECORDED 8 -2 917
AS DOC. NO. 1997- 0414926
EXISTING 25' WIDE ACCESS AND LANDSCAPING
® EASEMENT TO CLEARY RECORDED 3 -12 -2002
AS DOC. NO. 2002 - 0207057
EXISTING 30' WIDE EASEMENT TO OLIVENHAIN MUNICIPAL
WATER DISTRICT RECORDED 7 -25 -1977 AS
DOC. NO. 77- 296591 5 h Gs / I _ _ / / N'' EXISTING 32' WIDE EASEMENT AND RIGHT OF WAY FOR
ROAD AND UTILITY PURPOSES TOGETHER WITH THE RIGHT
RIPARIAN / // iN69�9 8 TO INSTALL AND MAINTAIN UTILITIES, SLOPES AND DRAINAGE
BUFFER
N / g5A j / RECORDED 4 -19 -1991 AS DOC. NO. 1991- 0178724
ZONE
NG PRIVATE ROAD SHOWN ON MAP 13947
UBLE LL RANCH ROAD SUBJECT TO
PRIVATE ROAD MAINTENANCE AGREEMENT
RECORDED 11 -20 -1990 AS DOC. NO. 1990 - 0624192
—EXISTING 60' WIDE IRREVOCABLE OFFER TO DEDICATE
/ EN ®° / FOR PUBLIC RIGHT -OF -WAY TOGETHER WITH SLOPE RIGHTS
00, ® / AND DRAINAGE FACILITIES RECORDED 4 -2 -1991
/ AS DOC. NO. 1991 - 0146056
EXISTING 15' WIDE SEWER EASEMENT TO CARDIFF
EXISTING 20' WIDE SEWER EASEMENT TO CARDIFF SANITATION DISr71CT RECORDED 8 -27 -1997
SANITATION DISTRICT RECORDED 2 -12 -1993 AS DOC. NO. 1997- 0414957
AS DOC. NO. 1993- 0092653
CL OF SDG &E EASEMENT FOR
POLES RECORDED 10 -26 -1948 IN
BOOK 2995, PAGE 485, O.R.,
SUBSEQUENT TO SDG &E QUITCLAIM
EP PRS�MEN K MAP I
SOUTHERLY 50 NORTHERLY
LOT
1E
PER DOC. NO. 2009 - 0087987
JAII` 1 " =60 I RECORDED FEB 23, 2009
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SC E
I
`J KSS
JA 41\
L
Z
DATE : /� % ` O
DESCRIPTION: FD 2.5" DISK
PT 1010
LOCATION NE CORNER OF VAULT IN THE SW
QUADRANT OF LONE JACK RD. AND
DOUBLE LL RANCH RD
RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL
NETWORK
203.16 DATUM: NAVD 88
1"=60 '
0
/HNTAL-
VERTICAL. NSA
o —o
PLANS
` KAMAL S.
R.C.E. NO. :48592
3/17 (d
MAP NO. 13947; CASE NO. 09 -107 MIN
W
EXP. 06 -30 -2010
DATE: DATE:
SHEET 2 OF 4
Y
I]
K & S ENGINEERING, INC.
Planning . Engineering . Surveying
7801 Mission Center Court, Suite 100 San Diego, CA 92108
(619) 296 -5565 Fax: (619) 296 -5564
11
1 +00 2 +00
NOTE:
TRENCH SHORING IS REQUIRED FOR ANY
TRENCHED DEEPER THAN 5'.
2 +00 3+00
*, �No. 48592
EXP - --- /�
4'
SCALE: HORIZ. 1 " =40'
VERT. 1 " =8'
3+00 4+00
A*A. ,P
oe
SEWER LATERAL 'B' (PVT)
SCALE: HORIZ. 1' =30'
VERT. V =8'
� I �
EXISTING PRIVATE STORM DRAIN
�\ 99 OP /9 / EASEMENT PER MAP 13947
—REMOVE CAP & INSTALL A 4'
SEWER CLEAN OUT (PVT)
EXIST. SEWER LATERALS
ce \
EXIST. TEMPORARY WA ETER TO
` BE REPLACED TH A PERMANENT /
\ 1" WATER METER
x 218.1
218.8
50' RIPARIA
BUFFER
SCALE: 1"=30'
a_
a
cu
N
cu
N
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cu
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AS -GUILT
CHECKED BY:
KSS
APPROVALS
CITY OF ENCINIT/ S ENGINEERING DEPARTM
DFAWING NO.
r,
SUPERVISION OF:
RECOMMENDED APP VED
GRADING AND EROSION CONTROL PLAN FOR:
Z
DATE : /� % ` O
no
BY: BY: —
RESIDENTIAL PAD FOR LOT 11
o —o
w
a
R.C.E. NO. :48592
3/17 (d
MAP NO. 13947; CASE NO. 09 -107 MIN
W
EXP. 06 -30 -2010
DATE: DATE:
SHEET 2 OF 4
Y
AS -GUILT
EXISTING PRIVATE DRIVEWAY MAINTENANCE AGREEMENT
BETWEEN LOTS 10, 11 & 12 RECORDED 6 -22 -2004
AS DOC. NO. 2004 - 0580484 BETWEEN LLOYD, CLEARY
AND LONE JACK L.P.
DOCUMENT IS FOR MAINTENANCE AND REPAIR OF DRIVEWAY
EASEMENT AND APPORTIONMENT OF EXPENSE. VISUAL
INSPECTION SHOWS NO DRIVEWAY CONSTRUCTED TO LOT 12
AS OF THIS TIME (11 -5- 2008). -- SEE DOCUMENT.
AbU RECIPROCAL EASEMENT AGREEMENT BETWEEN OWNERS
OF LOTS 10, 11 & 12 RECORDED 5 -7 -2007 AS DOC.
NO. 2007 - 0310915 IN WHICH EASEMENT IS MUTUALLY
GRANTED. (LLOYD INDICATED TO OWN 11 & 12 AND FlRE TURN
VAN DE VEN LOT 10 IN THIS DOCUMENT) -__ _ __
EASEMENT FOR INGRESS, EGRESS, DRAINAGE,
RIGHT -OF -WAY, ROADWAY PURPOSES AND
PUBLIC AND PRIVATE UTILITYE PURPOSES AND
INCIDENTALS THERETO PER PARCEL 4 OF
FIRST AMERICAN TITLE PRELIMINARY REPORT
ORDER NO. DIV- 2882343 DATED 6- 17 -2008-
EASEMENT AND RIGHT OF WAY FOR ACCESS, INGRESS
AND EGRESS, PRIVATE ROAD AND UTILITY PURPOSES
AND APPURTENANCES THERETO PER PARCEL 2 OF
FIRST AMERICAN TITLE PRELIMINARYEPORT
ORDER NO. DIV- 2882343 DATED 6 -17 -2008
AND EASEMENT PER MAP 13947
\ \ 16' WIDE PRIVATE ROAD
EASEMENT PER MAP 13947
iZ
0
"
4" SCO
,A,a3•
r //
p
UNPLOTTABLE SDG &E, PAC BELL
SEE 2002 - 0093851 & 2002 - 0419468
\ SEE SDG &E SKETCH
/ N89'28'08�W1' \
50' FUEL ' I
L -� • - - t ¢.�. „ MODIFICATION
AROGND 1( x'0192
I� IIr F a,4
III
/ 04.39 IE
/ C SEWER
LATERAL
%SCOF &1 WO n
,° o
v
,
203.03 JE \ \ ' ce
4 0 / /i PRP. FENCING
205. TOP / `SO• �� BY OWNER
197.75 E
a E
/R2 /qti EASEMENT I o
6y91.8011 . VET LL SCO � F REC. ON 2 -23 -2010 I1 rn LA
6 AS DOC. # 2010 - 0090021 v3 !
\rs � N' / / � EE r
EASEMENT AND RIGHT OF WAY FOR ROAD AND---"v \ \ \ , EXISTING PRI�/(TE STORM DRAIN 1 1";0
UTILITY PURPOSES PER PARCEL 3 OF ° EASEMENT PER MAP 13947 / I
FIRST AMERICAN TITLE PRELIMINARYEPORT 16 \ \* �/ i I I
WIDE PRIVATE ROAD \
ORDER N0. DIV- 2882343 DATED 6 -17 -2008 EASEMENT PER MAP 13791
AND EASEMENT PER MAP 13947 \\ ` A \ \\ �� / /// RIPARIAN
LIMITS I
GRAPHIC SCALE
30 w 120
( IN FEET )
1 inch = 60 &
EXISTING 8' WIDE CITY OF
ENCINITAS EASEMENT FOR
RECREATIONAL TRAIL PURPOSES
RECORDED 2 -17 -1999 AS
DOC. NO. 1999 - 0094719
FUEL MODIFICATION ZONE
50' BUFFER TO THE EAST
100' BUFFER TO THE SOUTH
AS SHOWN ON KEY MAP ON
THIS SHEET.
"BLANKET" OR NON — PLOTTABLE EASEMENTS:
DANIELS CABLEVISION RECORDED 4- 5-1994 AS DOC. NO. 1994 - 0224539
COUNTY OPEN SPACE EASEMENT RECORDED 1 -31 -1985 AS DOC.
NO. 85- 033895. COVERS ALL OF SITE PENDING GEOLOGICAL
EVALUATION FOR SPECIFIC BUILDING PERMITS
EASEMENTS FOR GENERAL UTILITY, DRAINAGE, ACCESS, OPEN SPACE AS
REFERRED TO IN CC &R 1992 - 0175473 REC 3 -27 -1992
OUVENHEIN CONSENT TO PAC BELL FOR FACILITIES IN DOUBLE LL RANCH
ROAD RECORDED 5 -24 -1994 AS DOC. NO. 1994 - 0340003
SDG&E PER RECORDED 2 -04 -2002 AS DOC. NO. 2002 - 0093851,
APPARENTLY TO SERVE PROPERTY TO THE NORTH. INTEREST
IN EASEMENT WAS ASSIGNED TO PACIFIC BELL BY
DOC. NO. 2002 - 0419468 RECORDED 5 -17 -2002
DRAINAGE STRUCTURES AND SLOPE RIGHTS OUTSIDE THE LIMITS OF
LONE JACK ROAD RECORDED 9 -7 -1961 AS DOC. NO. 155962 AND
RECORDED 1 -31 -1985 AS DOC. NO. 85- 033896
\ N `I \1 I I EXISTING OPENSPACE EASEMENT "D" L50' RIPARIAN BUFFER ZONE WITH FENCE EXHIBIT DOC. NO. 2010 - 0090021, REC. 2 -23 -2010
\ 0 1 \\ I FOR RIPARIAN RESOURCE PURPOSES/ \
REAL PROPERTY COVENANT FOR MINOR USE PERMIT DOC. NO. 2010 - 0089968, REC. 2 -23 -2010
\ 'o \-150, RIPARIAIi GRANTED AND ACCEPTED ON MAP x3947.
\ o c I BUFFER I 1 / \ e FIRE TURNAROUND EASEMENT DOC. N0. 2010 - 0090005, REC. 2 -23 -2010
1 �� ZONE /� /// c
I / I / PEiWi Do
rn
E ,0(118 RIM(198. �4RIM) /
PROPOSED PRIVATE ROAD EASEMENT ON MAP 13947 I IYIE(186. IE)
AND OLIVENHAIN MUNICIPAL WATER DISTRICT EASEMENT I A I1 11 /
DEDICATED AND ACCEPTED ON MAP 13947 AND i 1 \ 15' WIDE CITY OF ENCiT / I
CARDIFF SANITATION DISTRICT EASEMENT INITAS EASEMEj
I i 1 / 1\ FOR FLOOD DRAINAGE CHANNEL
DEDICATEED AND ACCEPTED ON MAP 13947 I
J� RECORDED 3- 4-1996 AS DOC. NOt
1996- 0106108
I I 1 I //50' RIPARIAy/ I \\
I OPEN SPACE EASEMENT FOR
BUFFER / \ y
RIPARIAN BUFFER ZONE GRANTED I � EXISTING 8' WIDE CITY OF
I I / ON MAP 13947 ; ZONE �/ I I \ �� ENCINITAS EASEMENT FOR
I Q I RECREATIONAL TRAIL PURPOSES
E I uai / \ \ I °'• RECORDED 2 -17 -1999 AS
NEW FENCE / DOC. NO. 1999 - 0094719
I rrr -III
EASEMENT AND RIGHT OF WAY FOR ROAD AND I „� ' I I I EXISTING 12' WIDE CITY OF
UTILITY PURPOSES PER PARCEL 3 OF I n I I' / ENCINITAS EASEMENT FOR \ \ I
FIRST AMERICAN TITLE PRELIMINARYEPORT I a I m I RECREATIONAL TRAIL PURPOSES
ORDER N0. DIV - 2882343 DATED 6 -17 -2008 I i I RECORDED 5 -24 -1999 AS \\ \\ I /
AND EASEMENT PER MAP 13947 a I Q I I DOC. N0. 1999- 0350891 \ \ I ''
M E .d, EXISTING 30' WIDE ACCESS EASEMENT TO CARDIFF
i I Q I I EXISTING 30' WIDE EASEMENT TO OLIVENHAA / /� a SANITATION DISTRICT RECORDED 8 -27 -1997
I I I MUNICIPAL WATER DISTRICT RECORDED 7-2$ -11V77 acs AS DOC. N0. 1997- 0414926
I I I I AS DOC. NO. 77- 296591, \SUBJECT TO ENCIRO HME ° % jr
3 0, I AGREEMENT RECORDED 4 -Z -2008 \ J ��' ®�! 'o c EXISTING 25' WIDE ACCESS AND LANDSCAPING
I o E i I I DOC. NO. 2008 - 0176623 \ \ 441k9]� ' S� ° A ® EASEMEN NO CLE RY RECORDED 3 -12 -2002
FENCENG \ A B cr*
/
�� --__-•____
EXISTING 30' WIDE EASEMENT TO OLIVENHAIN MUNICIPAL
WATER DISTRICT RECORDED 7 -25 -1977 AS
DOC. NO. 77- 296591 G ° + _ _ _ _ _ - EXISTING 32' WIDE EASEMENT AND RIGHT OF WAY FOR
y5E�� I I i ROAD AND UTILITY PURPOSES TOGETHER WITH THE RIGHT
pN� of 50' RIPARIAN /�'N69 f TO INSTALL AND MAINTAIN UTILITIES, SLOPES AND DRAINAGE
BUFFER i ,/ �'S5! i Ali Ire' I RECORDED 4 -19 -1991 AS DOC. N0. 1991- 0178724
ZONE % i % i�� �� I EXISTING PRIVATE ROAD SHOWN ON MAP 13947
- - - - -'i -_ I DOUBLE LL RANCH ROAD SUBJECT TO
i' , iv �q6 i!Yi `\ C Ii I PRIVATE ROAD MAINTENANCE AGREEMENT
I RECORDED 11 -20 -1990 AS DOC. NO. 1990 - 0624192
1 g WA
i N i 8, %� \ c \ EXISTING 60' DE IRREVOCABLE OFFER TO DEDICATE
/�.�� \\ I FOR PUBLIC RIGHT:--OF-WAY TOGETHER WITH SLOPE RIGHTS
AND DRAINAGE FACILITIES RECORDED 4-2 -1991
AS DOC. NO. 1991- 0146056
\ / I EXISTING 15' WIDE SEWER EASEMENT TO CARDIFF
EXISTING 20' WADE SEWER EASEMENT TO CARDIFF SANITATION DISTRICT RECORDED 8 -27 -1997
�0,3653�i �� �� SANITATION DISTRICT RECORDED 2 -12 -1993 °►` AS DOC. NO. 1997 - 0414957 K &S ENGINEERING INC.
Ngg'J' AS DOC. N0. 1993- 0092653 \ p
r I E
Planning . Engineering . Surveying
-- / i U�uTa17A � —CL OF SDG &E EASEMENT FOR
0 POLES RECORDED 10 -26 -1948 IN
pR \`1P EN( �,9g,/ III BOOK
UBSEQUENT TO SDG &E QUITCLAIM 7$01 Mission Center Court, Suite 100 San Diego, CA 92108
EP- KEY M A P I OF PORTION NORTHERLY OF THE
SOUTHERLY 50 FEET OF LOT 11 (619) 296 -5565 Fax: (619) 296 -5564
1 " =6D PER DOC. NO. 2009 - 0087987
RECORDED FEB 23, 2009
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE
NEW SHEET DESCRIPTION: FD 2.5" DISK
AS•BUIL o• i3 PT 1010
LOCAIlQN NE CORNER OF VAULT IN THE SW HORIZONTAL: 1 " =60 '
QUADRANT OF LONE JACK RD. AND
DOUBLE LL RANCH RD
RECORD FROM JIITY�OFKENCINITAS SURVEY CONTROL VERTICAL- N/A
ELEY; 203.16 DABIML NAVD 88
220
216
212
208
204
200
196
192
188
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NOTE:
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APPROVALS
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MAL S. S 06 -30 -2014 DATE: DATE: 7�(/L
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L 27.5'
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000y R
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16.5 7t TiON *ENGINEERED SOIL" LAYER SHALL BE MIN. 18"
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I . TOP DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THEN 5X CLAY SECTION C
60 % SAND, 20 - 30X
q 19 4� CONTENT. THE MIX SHALL CONTAIN 50
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35.2 4"SCO i DRSD 4
3 % f WING E HEAD OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE
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2 .95
f RETENTION AREA SHALL BE LEVEL AND DEPRESSED
O 12155 NOTE
BIO-RETENTION BASIN FOR HMP - NOT TO BE ALTERED WITHOUT A MIN. 10" FROM THE SURROUNDING AREA. ✓ CITY PERMIT AND TO BE MAINTAINED IN ACCORDANCE WITH
STORM WATER MAINTENANCE AGREEMENT DATED: 7-10 -11
BY (0
WITH
- FENCING % A DEEP ROOTED, DENSE, DROUGHT
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08 7
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X 4' RIP-RAP TYPE 2
6 NOT TO SCALE
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ROCK CLASS--NO. 2 BAC KING TREES' OWNER'S STATEMENT FOR SWPPP PROJECTS.
f FILTER BLANKET ONE LAYER PLACE NO FIRE PARKING LANE" SIGNS
PER ENCINITAS FIRE DEPARTMENT STANDARDS.
THICKNESS--1.0' D.G. 11 :Lit 196.4 IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE
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t FIRE EASEMENT TURNAROUND DOC 2010-0090005
i,;,
Lilt 1 6.6
-4 SW 44 OWNER/DEVELOPER SHALL EXECUTE THE STATEMENT BELOW. ASSUMED T.I. = 4.5 REC. ON 02-23-2010
199. 61
;MH
qg I ESTIMATED R VALUE 10+
NCING DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE
CONCRETE PAVEMENT SECTIO
�s, Im BY_tbi 6.
REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES 6- W/#4 BARS02 4 O.C.)
/_._u CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISHARGE (SEE ADDENDUM 01 FOR
9� Q.' \TENNIS COURT SECTION' 189.6 REQUIREMENTS FOR DISCHARGES OF STORMAWATER RUNOFF
X
ALTERNATIVE)
PER SOILS REPORT/ oor� 19 ASSOCIATED.
c <6-
A-CM v '1., 00- X
CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A
Z STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A
MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED
Ile 1136.7 CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND Al
0�
Nlv 190.
A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED
"BMP'S NOT TO BE PAVED OR ALTERED WITH OUT
I
WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH
A CITY PERMIT" t t a
THE CITY OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED NOI FROM c
A THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE
c
A
0.60 AC OF IMPERVIOUS SURFACE IS BEING GENERATED
it, Ic
V
S
PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN
BY THE DRIVEWAY AND EXTENDED ACCESS ONLY
ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY
IN ADDI
7,250 SF OF IMPERVIOUS SURFACE IS BEING GENERATED
X 19 .1 NO_1_0061 -G AND BY SWRCB NO. Rg-2009-0001 AND ANY SUBSEQUENT
_j
190. II AMENDEMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION
J,
197 8.
FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0001.
U D1 QBS.i L: X AS SET f
OUND QU%
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C.
TURE DATE
96 SFGNA EASEMENT
"t Lz kc� in m
No. 48592 L
7 cwl m
N - CNG t SCAUE:1`30'
an Map, CA 9 "ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH L
Y OWNER 7801 Mission 00 21 EXP 6/30/14
At
CIVIL. 11 PRINTED NAME OF ABOVE PERSON TITLE
DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR,
19 COMPANY THE FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT."
m
(619) 296-5565 (61 296 55
Fax: OFC - ----- MEW INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH
U L) kl.�� L) 4
DESIGNED BY: I DRAWN BY: I CHECKED BY: c
REVISION APPROVED DATE REFERENCES ON E BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
KSS Dim KSS
Zl\ NEW SHEET DESCRIPTION FD 2.5" DISK PLANS PREPARE, UNDER SUPERVISION OF: RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR:
AS -GULL. -S ( �0117 PT 1010
- 1"=20'
LOCATION NE CORNER OF VAULT IN THE SW HORIZONTAL: DATE 7,10- L
QUADRANT OF LONE JACK RD. AND BY: BY: 10061 G
RESIDENTIAL PAD FOR LOT 11
DOUBLE UL RANCH RD R.C.E. NO. 48592
RECORD FROM CITY TWOR OF K MAL S. WETS DATE: DATE: ENCINITAS SURVEY CONTROL VERTICAL: N/A MAP NO. 13947; CASE NO. 09-107 MIN ]L
NE A I
ELLt 203.16 DABAL NAVD 88 EXP. 06-30-2014 .SHEET 3A OF
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- _ EROSION CONTROL LEGEND A N. T.S.
(2
214'7 , DENOTES SILT FENCE PER CASQA SE -1 \
1 a o o CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION \�
DIRECTION OF FLOW CATCH BASIN PER GRADING PLANS N
/ / l I
CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE cu
`\ PER CASQA TC 1, CALIFORNIA STORMWATER BMP
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DENOTES GRAVEL BAG STORM DRAIN INLET PROTECTION -0
PER CASQA SE -10, CALIFORNIA STORMWATER BMP SPILLWAY o
HANDBOOK CONSTRUCTION.
% GRAVEL FILLED GRAVEL BAGS �
ARE STACKED TIGHTLY o
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% ! THYDROSEED PLAN VIEW
cm
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217.4 218.2
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JD
0
i
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w
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a
3. INSPECT BARRIERS AND REMOVE SEDIMENT
3
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o
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a
3
AIN INLET PROTECTION (PVT) (CASQA SE-10)
N.T.S.
50' MIN. EXISTING ROAD
III I I��I�II�I II��J.
„
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N
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STABILIZED
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i EXISTING '1'i
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NEEDED WITHOUT
SUPPORT.
2. STAPLE WIRE FENCING TO
POSTS. THE STEEL OR
••• POST
• •
;
..■ �■uu■■■ ■ ■ ■ ■ ■ ■■ . ■■ uu�■■■■ ■ ■ ■ ■� ■■■ it • UPSTREAM
�:: ':'iii■■ �����■ ..■ n■■.■.�■ ■■■■■■■■ Up - SIDE OF POST.
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•
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n =1I
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4 IN AN AREA
1
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• (3m) MAXIMUM SPACING NTH SEDIMENT OFF-SITE
3. ATTACH THE FILTER FABRIC 1 1 RE SUPPORT STABILIZED.
THE WIRE FENCE 1 i 1 1 • ' (1.8m) MAXIMUM SPACING SUPPORT
WITHOUT •
w,
ON •- E CONTOURS T• FACILITATE
MAXIMUM • • •
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(III III I FILTER FABRIC N �(
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ASP % / / / GROUND ���oQP° s9��y K &S ENGINEERING, INC. F
y �� ? Planning .Engineering .Surveying
No. 48592 z
1�y/ SILT FENCE (CASQA SE-1) >t� �CIv�'° P 7801 11i rater curt, sl;lte 100 son ago, cw 92108
Wra 14 OFCA5 (619) 296- 5 Fax: (619) 296 -5564
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESI NE BY: DRAWN APPROVED BY: CHECKED BY. APPROVALS CITY OF ENCINITAS ENGINEERING DEPART T" DRAWING NO
1 vo 1 S DESCRIPTION: FD 2.5" DISK PLANS EPARED U ER SUPERVISION OF: RECOMMENDED APPR GRADING AND EROSION CONTROL PLAN FOR: z
A9 Al-ILAn _ Z PT 1010 _ n n
LOCATION: NE CORNER OF VAULT IN THE SW HORIZONTAL: 1 " -20 DATE ! , o RESIDENTIAL PAD FOR LOT 1 1 1 1- G 4'
S- BU S QUADRANT OF LONE JACK RD. AND BY: 8Y:
DOUBLE LL RANCH RD R.C.E. NO. : 48592
RECORD FROM: NETTWORKENCINITAS SURVEY CONTROL VERTICAL N A KAMAL S. S S DATE: DATE: &SIA -d4r e MAP N O. 13947; CASE N O. 09 -107 MIN
E,
ELEt 203.16 DATUM: NAVD 88 EXP. 06 -30 -2010
SHEET 4 OF Y
AS -BUILT
I
I x218.5
239.1
233.0 x
GRAPHIC S
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218.5
217.9
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217.5
217.8
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3A OF THIS SE
A
8 1
EROSION CONTROL LEGEND A N.T.S. a
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DENOTES SILT FENCE PER CASQA SE-1
13 13 CALIFORNIA STORMWATER BMP HANDBOOK CONSTRUCTION
DIRECTION OF FLOW CATCH BASIN PER GRADING PLANS
R
CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE
PER CASQA TC-1, CALIFORNIA STORMWATER BMP
HANDBOOK CONSTRUCTION.
C
3
DENOTES GRAVEL BAG STORM DRAIN INLET PROTECTION SPILLWAY 7
PER CASQA SE-10, CALIFORNIA STORMWATER BMP
C
11, Al HANDBOOK CONSTRUCTION. T
GRAVEL FILLED GRAVEL BAG
ARE STACKED TIGHTLY
ar C
RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE A
ENGINEERING DEPARTMENT AT LEAST 48 HIRS PRIOR TO
PLAN VIEW
'2 WORKING ON THE PUBLIC RIGHT OF WAY. FAILURE TO DO s
SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBLE PERMIT FEES. IS THE RESPONSIBILITY OF THE PONDING HEIGHT
OWNER TO KNOW THE LOCATION OF THE PROPERTY LINE.
AIMIMSPILLWAY
UTILITY NOTE
ALL UTILITIES SERVING THE SITE SHALL BE INSTALLED
UNDERGROUND 5
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER SECTION A-A
ADJACENT PROPFRTY LINES. WATER IS TO DRAIN AWAY FROM
STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 % AND BE 6" PVC
CONVEYED TO AN APPROVED DRAINAGE FACIUTY. NOTES: RISER
1 5
CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE 1. GRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTEX11LE
III Erosion control measures (e.g. bonded fiber matrix, GEOTEX11LE FABRIC, ARE FILLED WITH GRAVEL, LAYERED 0
vegetative cover, jute matting) must be implemented TIGHTLY. I C
where applicable to prevent soil erosion on site. Sediment AND PACKED L
control measures (e.g. slit fencing, fiber rolls, detention 2. LEAVE ONE GRAVEL BAGS GAP IN THE TOP
41
basins) must be in place to prevent eroded soil from ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. C
leaving site. Materials management BMP must also be
3. INSPECT BARRIERS AND REMOVE SEDIMENT
I -AINDMILL followed to ensure no contact of rainwater with materials AFTER EACH STORM EVENT. SEDIMENT AND
II I that may contribute to water quality degradation GRAVEL MUST BE REMOVED FROM THE
downstream (e.g. concrete or stucco washout areas, TRAVELED WAY IMMEDIATELY.
covered storage areas for hazardous materials, placement
of portable toilets over a pervious surface).
STORM DRAIN INLET PROTECTION NO (CASQA SE-10)
POST-CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE N.T.S.
% I No directly connected impervious areas (DCIA) shall be
allowed. DCIA means storm runoff generated and
conveyed via impervious areas, such as roof, roof drain,
driveway, and street. BMP measures shall be identified on 50' MIN.
the site plan. Most common measures are designated turf
f 1 1 6 areas, which receive roof drains and runoff from
impervious areas. Turf and landscaped areas that are M
designed for BMP's shall be delineated on plans and a note
8" MIN.
placed on plans prohibiting modification or removal of the UNLESS OTHERWISE
BMP landscape areas without a City permit. SPECIFIED BY A
X A 0.60 AC OF IMPERVIOUS SURFACE IS BEING GENERATED SOILS ENGINEER
BY THE DRIVEWAY, THE BUILDING AND TENNIS COURT. PROFILE
I \ # rd 7,250 SF OF IMPERVIOUS SURFACE IS BEING GENERATED EXISTING GROUND 50' MIN.
BY THE DRIVEWAY AND EXTENDED ACCESS ONLY
�0 16' MIN. -K O 0 00
N000
PLAN
oe .190,4 3/4" CRUSHED ROCK
189.7
STABILIZED CONSIRC71C
190.5
0.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLCPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
EXISTING ROAD
10' MIN.
EXISTING ROAD
PROVIDE APPROPRIATE
10' MIN. TRANSITION BETWEEN
STABILIZED CONSTRUCT11 •
ENTRANCE AND EXISTIN
ROAD
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH
SUPPORT.
STEEL OR
WOOD POST ,ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST.
NM
1.-THE CONTRACTOR SHALL
INSPECT AND REPAIR FENCE
AFTER EACH STORM EVENT
AND REMOVE SEDIMENT.
2.-REMOVED SEDIMENT SHALL
BE DEPOSITED AN AREA
9&�4 IN (10 CM) THAT WILL NOT TO CONTRIBUTE TO
0' (3m) MAXIMUM SPACING WITH SEDIMENT OFF-SITE AND CAN
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE WIRE SUPPORT FENCE BE PERMANENTLY STABILIZED.
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. 6' (1.8m) MAXIMUM SPACING WITHOUT
INTO THE TRENCH. WIRE SUPPORT FENCE. 3.-SILT FENCE SHALL BE PLACED
ON SLOPE CONTOURS TO FACILITATE
rim MAXIMUM PONDING EFFICENCY.
I V1
GROUND
FILTER FABRIC
ASP] ......
E
4- -,Its
K&S ENGINEERING, INC.
A
No. 48592 Planning . Engineering . Surveying
WE3 (_K
MM
EXP 6/30/14
CIVL%_
1e%ASQA0C- Mission Center Court, Suite 100 San Diego
7801 M CA 92108
ORS RED SL T FENCE%
N.T.S.
r (619) 296-5565 Fax: (619) 296-5564
DESIGNED BY: I DRAWN BY: I CHECKED BY:
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE KSS I UJIM I K65 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
1 \ NEW SHEET #I Dirscgip'noN ID 2.5" DISK PLANS PREPARED UNDER SUPERVISION OF: RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR:
-&, . U&I a I
AS-SUILTS rl•L ( PT 1010
a NE CORNER OF VAULT IN THE SW 1 " =20' DATE d7- /V 10061 -G
QUADRANT OF LONE JACK RD. AND HORIZONTAL BY: BY: 'O'd, RESIDENTIAL PAD FOR LOT 11
DOUBLE LL RANCH RD VERTICAL: N/A R.C.E. NO. : 48592 DATE: MAP NO. 13947; CASE NO. 09-107 MIN
RECORD
FROM CITY OF ENCINITAS SURVEY CONTROL MAL S. W S DATE: Zz tM
NtIWJKK EXP. 06-30-2014 SHEET 4A OF 411
EQt 203.16 DAMALNAVD 88 1
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