2005-9482 G (Plans)TNT, r, a • • O, k
P. P F , "I.
* 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 trees or shrubs unnecessarily, they help decrease erosion.
* Temporary vegetation must be planted on Mopes 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. Dumpeters 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 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.
* 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
Stormwater Pollution Control BMP Notes
Relative to Construction Activities
REVISIONS
WORK TO BE DONE
GRADING
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE
C. GRADING
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REWIRED
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON
REQUEST FOR INSPECTION.
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS
VERTICAL
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION
OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN
FOR PROPOSED RECONSTRUCTION, 1635 GASCONY ROAD DATED 01 -12 -05
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
(JOB No. 04- 506 -P) BY VINJE & MIDDLETON ENGINEERING, INC., SHALL
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
BE CONSIDERED AS A PART OF THIS GRADING. ALL GRADING SHALL
27 + 7200 = 3.8'
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
SPECIFICATIONS CONTAINED IN SAID REPORT.
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
600 x
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS
INSTALLED.
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT
PLANS.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
6" AREA DRAIN ................
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
2" ABS or PVC DRAIN PIPE . ..... .(SCH. 40) ...........
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
DAMAGED OR DESTROYED SHALL SE REPLACED OR REPAIRED TO CONDITION
6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE
EXISTING PRIOR TO GRADING.
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
Gr
W
FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND
4. OUT AND FILL SLOPES SHALL BE OUT AND TRIMMED TO FINISH GRADE
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES
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OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
AND REGULATIONS.
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
AND CITY RECOGNIZED HOLIDAYS
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN GEARED WITH A
o!
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGYRADING MEETING
OF LOCATION OF DEBRIS FILL MALL BE SECURED FROM THE SOILS ENGINEER
HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT:
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL
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.
D. LANDSCAPING
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHAD-
PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
CITY OF ENCINITAS (TRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
IRRIGATION STANDARDS.
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
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PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT
BETWEEN OCTOBER 1 AND APRIL 15.
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
760- 634 -3529 ENCINITAS, CA
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING
UNDER PERMIT NO. 9482 -G HAS BEEN PERFORMED IN SUBSTANTIAL
E. EROSION CONTROL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE
1. IN CASE EMERGENCY WOO
WORK IS REQUIRED, CONTACT JACK DEMERS AT
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
(760) 634 -3529. ( hour No.)
OPERATION.
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2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
ACRES AS SHOWN BY MAP No. 2019
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY
B. N011FICAMONS
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
ALSO SEE R.O.S. 19132 RECORDED 1 -20 -06
FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
EMINENT.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
3. DEVICE SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
APPROVAL OF THE ENGINEERING INSPECTOR.
CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
RUN -OFF PRODUCING RAINFALL
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
NOTIFICATION OF COMMENCEMENT OF WORK.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REWIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
A. SEWER - (800) 227 -2600 - L.W.D.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
B. GAS & ELECTRIC - (800) 227 -2600 - SDG&E.
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION.
C. WATER - (800) 227 -2600 - S.D.W.D.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
D. TELEPHONE - (800) 227 -2600 - PACIFIC BELL
SHALL BE INCORPORATED HEREON.
E. CABLE TV - (800) 227 -2600 - DANIELS CABLE.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770.
THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
FORECAST EXCEEDS FORTY PERCENT (4070). SILT AND OTHER DEBRIS SHALL
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
BE REMOVED AFTER EACH RAINFALL.
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND
10, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
REMOVAL
EFFECTIVE COVERAGE OF GRADED SLOPES (9OX COVERAGE) PRIOR TO
NOVEMBER 15th 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
ENVIROMENTAL DATA CONSERVATION.
1)
STEEPEST
EXISTING
NATURAL SLOPE ON -SITE = 50%
2)
MAXIMUM
VERTICAL
DEPTH
OF CUT
- 12.0'
3)
MAXIMUM
VERTICAL
DEPTH
OF FILL
= 5.0'
4)
AVERAGE
DEPTH OF
CUT =
1000 x
27 + 7200 = 3.8'
5)
AVERAGE
DEPTH OF
FILL =
600 x
27 + 6400 = 2.5'
DATE REFERENCES DATE I BENCH MARK
LLI_0 P.K. NAIL & TIN, 28' +/- SW OF WAl
VALVE LOCATED IN STREET OPPOSITE
EXISTING BUILDING.
ELEV.= 298.06
DATUM: M.S.L.
MALE
HORIZONTAL N/A
VERTICAL N/A
SOILS ENGINEER'S CERTIFICATE
I, S. rlel►dL S• SHaiai A REGISTERED CIVIL ENGINEER IN 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 San• 12 12cos AND f)flrif /-I/ sm(e ONE
COMPLETE COPY OF THE SOILS 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: DATE:
RCE NO.: "l E
CQPOF ION,
VINJE & MIDDLETON ENGINEERING, INC. *SP�SA"SyF�
2450 VINEYARD AVENUE, X1102
ESCONDIDO, CA 92029 li " 46174 "'
_ iK Exp. 12 -31 -06
JOB No. 04606 -P *s, ^I Jt
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 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 /INGINEER.
RCE NO.: 15V /Zb
LOGAN ENGINEERING
132 N. EL CAMIN AL„ SUITE N
DATE : /' - `Z -Ofo/
c
�OB No DEMERS lr$ ``1,01 `
Q� CA�14
1 QRaFESS/
SIGNED: ATE: Ate • (�. 2��7 e� �\ D /fC"�
PAUL DIEGES PERRIS ENGINEERING ti Q N o. 13234
�P
RCE NO.: 13234 1051 DAVIDS ROAD �, N
PERRIS, CA. 92571 3-x1-
(951) 657 -2822
ENG. JOB No. W.O. -31
OWNER'S CERTIFICATE 04 �4'ct<CAu�`�
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) MALL HAVE A
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS or ADDITIONS
TO THESE PLANS WHICH THE CITY ENGINEER DETERMINED ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER 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 COMPA TION AND STABILITY OF THE SITE.
SIGNED: �'� - .- - - DATE:
JOHN K. D MER
SIGNED: DATE: // 1679
DENISE A. EMERS
*EARTHWORK A
830 170
CUT = 10OO t G.Y. FILL = 119 J C.Y. EXPORT = 111111 t C.Y.
Pk £AR)WHORK OJAIV7I77ES ARE CALCULATED ON A 7HEORE77CAL BAS75 AND
ARE UTILIZED FGWR PERM IT AND ENNRONIAENTAL PURPOSES ONLY. ACTUAL
LXIAN777IES MAY VARY DUE TO UNFORESEEN LOOSE$ 5?YR /tYKA6F AND /0!R
SHELLING FAC70RS
"� • c ��
(SIGNATURE EXPIRES 2 YEARS AFTER - ,i BY DATE
L • / _
• �� �•
S .G' 01 L_r (p er i• ly PAUL DIEGES
SUPERVISION OF RECOMMENDED R4;-,•v APPRO
7DATE. BY: BY:
R.C.E. NO. 'IM _ DATE: S/ 7 Q DATE:
EXP. TiAliR
ITEM
LEGEND
STD. DWG.
SYMBOL
PARCEL BOUNDARY .........................................
LIMITS OF GRADING / DAYLITE LINE, _
EXISTING CONTOUR ........... ............................... 160
PROPOSED CONTOUR ......... ............................... 163
GRAVEL BAGS .................. ............................... ppC�opp
GRASS - LINED BMP DITCH 11777774
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Phone 760- 510 -3152 Fax 760 - 510 -3153
LEUCADIA WASTEWATER DISTRICT
APP D BY �-
.'.:ITY OP ENCINITAS ENGINEERIN
GRADING & EROSION CONTROL PLAN FOR:
P.S BUI L l
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FILE NAME: Demers- Shtt.dwg
PLOT DATE: 07 -05 -06
VICES DEPARTMENTI DRAWING NO.
THE DEMERS RESIDENCE
1635 GASCONY ROAD CASE No. 05 -046 DR /CDP
9482-G
SHEET 1 OF 3
4
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PROPOSED PAVEMENT (See Min. Sections, Sheet 2)
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SLOPE STABILIZATION...... ..................................
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STABILIZED CONSTRUCTION ENTRANCE ...................
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RETAINING WALL ..........(SPECIAL DESIGNS .........
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6" AREA DRAIN ................
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2" ABS or PVC DRAIN PIPE . ..... .(SCH. 40) ...........
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OWNER & PERMITTEE: SITE
LOCATION:
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JOHN K. & DENISE A. DEMERS APN:
254- 172 -03
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1651 BURGUNDY ROAD
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ENCINITAS, CA 92024 1635 GASCONY ROAD
760- 634 -3529 ENCINITAS, CA
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LEGAL DESCRIPTION:
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A PORTION OF LOT 4 OF CREST
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ACRES AS SHOWN BY MAP No. 2019
ALSO SEE R.O.S. 19132 RECORDED 1 -20 -06
IN COUNTY OF SAN DIEGO
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�i • Civil veering
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I Camino Real, Suite N • Encinitas, C 4
Phone 760- 510 -3152 Fax 760 - 510 -3153
LEUCADIA WASTEWATER DISTRICT
APP D BY �-
.'.:ITY OP ENCINITAS ENGINEERIN
GRADING & EROSION CONTROL PLAN FOR:
P.S BUI L l
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irP q uL /� /E G E 5 L7AT6
FILE NAME: Demers- Shtt.dwg
PLOT DATE: 07 -05 -06
VICES DEPARTMENTI DRAWING NO.
THE DEMERS RESIDENCE
1635 GASCONY ROAD CASE No. 05 -046 DR /CDP
9482-G
SHEET 1 OF 3
4
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SAWCUT EXIST. EDGE
OF A.C., IF NECESSAI
INSTALL "INVISIBLE STRUCTERS"
GRAVELPAVE2 SECTION
OVER 6" CLII BASE, OVER 12"
COMPACTED NATIVE SUBGRADE.
ALL MATERIAL TO BE COMPACT
TO 95X MAX. DRY DENSITY.
(ASTMD -1557)
11' +/- x 100' + /- �
GRAVELPAVE2 SECTION
PROPOSED GRADE
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INSTALL INVERTED P.C.C.
CURB or REDWOOD HEADER
O EDGE OF PROPERY
NOTE:
SEE CITY OF ENCINITAS PERMANENT
ENCROACHMENT PERMIT NO. 9462 PE
FOR PERMISSION TO INSTALL GRAVELPAVE2
SECTION IN GASCONY ROAD.
ILIl l
�2
WORK TO BE DONE
12 INSTALL 12" DEEP 3" ROCK RIP —RAP
CONSTRUCT 16' GRAVELPAVE2 DRIVEWAY OPENING.
ENERGY DISSIPATER.
13 INSTALL 3'x10' MINIMUM BIORETENTION
D
INSTALL R.G.C. DRIVEWAY or ALTERNATE MATERIAL
BY THE
APPROVED CITY, SEE MIN. SECTION ON
BASIN FOR POST BMP TREATMENT.
SHEET #3
NOT TO BE MODIFIED w/o PERMISSION
CONSTRUCT RETAINING WALLS PER DETAILS ON
OF CITY OF ENCINITAS.
SHEET 3.
14 REMOVE ALL EXISTING ON SITE AND
INSTALL 6" AREA DRAIN.
PERIMETER FENCING AND INSTALL NEW
6'CHAINUNK FENCE.
INSTALL 2" ABS DRAIN PIPE O 1.OX MIN.
OUTLET DRAIN PIPE ONTO P.C.C. DRIVEWAY.
7
INSTALL D.G. SECTION PER LANDSCAPE ARCHITECT
do SOIL ENGINEERS RECOM€NDATIONS.
INSTALL BIO —SWALE FOR POST BMP TREATMENT.
NOT TO BE MODIFIED w/o PERMISSION OF
CITY OF ENCINITAS.
0
INSTALL "GRAVELPAVE2" PER "INVISIBLE
STRUCTURES" OVER 6" CLII BASE PER SECTION A —A
SEE PERMANENT ENCROACHMENT PERMIT NO.9482PE
FOR CITY OF ENCINITAS P£RMITION.
10
INSTALL SEWER SUMP PUMP FOR GARAGE WASTE.
11
CONSTRUCT PRIVATE SEWER MANHOLE O PROPERTY
LINE: CONNECT TO EXIST. SEWER LATERAL. TIE
BOTH GRAVITY WASTE FROM MAIN RESIDENCE and
WASTE FROM SUMP PUMP IN GARAGE INTO MANHOLE.
STORM WATER TREATMENT
r
j — INDICATES LANDSCAPE AREA & /or BIO —SWALE FOR
STORM WATER POLLUTION CONTROL BMP. TO BE
PRIVATELY MAINTAINED & NOT TO BE MODIFIED w/o
PERMIT FROM CITY.
=1
(GABRIEL D. TSARRA, L.S. 4343) DATED _i. - -f
BASIS • •. PROJECT -.
i'i •
"ACTION SURVEY by RECORDED 'i OF
DIEGO SAN ON • •. AS R.O.S.
SEE LETTER
GRADE _"T
LE9,
®ice%
"LANDLOK" TURF REINFORCEMENT,
or EQUAL, IF REQUIRED SEE NOTES
S
NATIVE GRASS or OTHER
CITY APPROVED
BIO— FILTRATION MATERIAL I I i
ANCHOR RK SQ. YD.)
DRAINAGE DITCH
O 1.0% MIN. ---�
l iii 11 =1 I I I iw
...tea, -
IVIP DRAINAGE DITCH DETAIL "A"
NO SCALE
1. CONFIGURATION OF DITCH MAY BE SLIGHTLY MODIFIED TO FIT
1 FIELD CONDIONS, WITH APPROVAL OF ENGINEER and INSPECTOR.
. TURF REINFORCEMENT MAY BE OMITTED IF IT IS DETERMINED THAT
ALO TY OF DRAINAGE IN "AS— GRADED" DITCH IS NOT EROSIVE.
r
B PRIVATELY MAINTAINED & NOT TO BE MODIFIED w/o CITY PERMIT.
I MTS,OF
N
W
11
N
N 00
p N
I
n
p �
co
I
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.
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i
IYDROSEED NOTES:
1• 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. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 Ibe. PER ACRE OF ROSE CLOVER
b. 20 Ibe. PER ACRE OF ZORRO FESCUE.
a. 3 Ibe. PER ACRE OF E SCHOOL CIA CAUFORNICA.
d. 4 Ibe. PER ACRE OF ACHILLEA MILLEFOLIA.
e. 3 Ibe. PE ACRE OF ALYSSUM (CARPET OF SNOW).
f. 1/2 lb. PER ACRE OF DIMORPHOLECA.
g. ITEMS C. D, E. AND F OF THIS SUBSECTION MAY BE OMITTED
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 NITROGEN FIXING BACTERIAL AND APPLIED DRY EITHER BY
DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
1 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
Ibe. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED,
ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL
WHEN STRAW IS USED IT MUST BE ANCHORED TO THE STRAW
INTO THE SOIL
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
16 -20 -0, WITH 15X SULPHUR APPLIED ATE THE RATE OF
500 ibe. 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 OR
a. TRACK WALKING SLOPES STEEPER THAN 8:1.
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.
/- PROVIDE 6" MIN
r_ ! e SLOPE TO DRAIN
HI
/_�� /Y / /Y/.
ONOTE:
ID
15 C TO
NORMAL WEIGHT
211a" TYP. CLEAR
K
WATERPROOF
8"
BACKFILL PER
18"
ALL DRAIN
05'6 s I6 "oc.
DETAIL
4' -8" to 1' -8"
12••
1 m T<B MIN )
IS"
5's 9 8 "oc.
z�
12 "W, 12 "d
E�
ib"
1 RS? z
24"
w
2) 04's m 24 "o.c.
12 "w, 24 "d
(2 m T 4 B MIN.)
''.': ; ' .':.;:':�
Compacted to 90%
a
6" MIN GRADE OR
S" GMU -20" L j
SLAB PER PLAN
12" CMU -16"
1> •'
16" cMU -12"
2x4 CONT. KEYWAY
2
8
DRAIN PER
a
d WALL DRAINAGE'
D m ',
DETAIL
o ,. Q
a'
W
12" .o.
R K
+< COLT. 415
F I
3
• -- •4's m 16" oz_
•4 CONT
W
HI
CMU
I w
ID
R•
R,,
K
O to 4' -8"
8"
V -0"
18"
95,6 a I6"o.o.
05'6 s I6 "oc.
NO KEY FIE=
4' -8" to 1' -8"
12••
4' -I"
IS"
5's 9 8 "oc.
45's s 16 "oa.
12 "W, 12 "d
T -8" to IV
ib"
1.-2"
24"
-8's o S "oo.
-6's A I6 "o.o.
12 "w, 24 "d
3 BAGS HIGH (MAX.)
2 BAGS HIGH (MIN.)
NOTE: LOWER BAG ROW TO BE -_ I
BURIED 6" UNDER GRADE. t0
NO SCALE
GRAVEL BAG CHECK DAM
EXISTING GROUND
PUBLIC RIGHT -
OF -WAY
20'MIN. I
8" MIN! 1iW1
PROFILE„
r1 112 CRUSHED ROCK
PUBLIC RI,
Y
M
PLAN
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
NO SCALE
,�N T
iN ALL CASES, i.e. FOR ALL THREE ROWS OF
THE SCHEDULE, THE "RS' VERTICAL STEEL MUST
BE EMBEDDED IN THE FOOTING & BENT 90- DEGREES
TOWARD THE TOE OF THE FOOTING. SIMILAR TO a
THE "RS" REINFORCEMENT FOR THE 16" CMU.
Drain Ground
Surface: to Flow Laterally
a 2% Gradient
Low Expansive Soil
�.: ?.. •r::.:' 5ackfiil Compacted to
�•.'`" W% relative compaction
Retaining Wall'<<`.: ''
Seal back of wall with water-
°' "` r proofing in accordance with
• `; _:, current Industry standards.
INSTALL SIL"T FENCE
0 LIMITS
OF GRADIP
INSTALL STAFI�tE�" ANCE
`\' / { \/ CONSTRUCTIONt
�
i9 ON OAASCON
IX,7' G
PAP- 10 S
z,9. Ik a
r
A.r>.3ol.a
9i.AU BETA
DEC
298 WAIL. IF NfEOEf
ovW�N to
ME
p1 G b
s
08M .p O
PADD A "i .._.;
Filter Fabric Mirafi 140N
or equivalent w/ I ft. overlap
�• . r' .''r:.` Alternate Drain Location
Drain Location
-1. .;' '• , 4 -inch perforated PVC (6ch.40)
,.. ; • -;� ;:: ,, pipe sloped at 1% min. to suitable
. ,,.,.,}• .r;r.••�;.•••:,•�• exterior outlet. Pipe invert to be
+' ' r •' ' held at 12", or greater, below the
�.' interior slab surface.
Wall Footing to bear
I� PERIODIC SPECIAL INSPECTION REQUIRED ONLY s 16" CMU compacted soils SOLI Minimum 4" Filter Material
2: f'm =1500 PSI , Vc -2500 PSI , SOLID GROUT ENTIRE WALL per soils report beneath pipe
3: USE TYPE M or S MORTAR CEMENT
4: ALIGN LEFT SIDE OF KEY WITH OUTSIDE PACE OF WALL
5: VERT, REBARMUST 5E LAP SPLICED 60 BAR DIAMETERS. AS an alternative, a prefabricated
EXAMPLE: 03's - LAP 36", t 08's - LAP 60' "' dralnaee panel such as Miradrain
6: ALL VERTICAL STEEL IS PLACED 2 1/2" FROM RETAINING EDGE 6000, or similar, may be used in
T: ALL FOOTING STEEL IS PLACED 3" FROM ALL EDGES so- fabric.
Si CMU CLARIFICATION: FOR & WALL NO 16" CMU REQ'D g
FOR 5' -4" WALL, NO 12" t 16" CMU REQ'D.
S. HOLD GROUT DOWN 1 -112 "FROM TOP . END OF EA. LIFT TO CREATE
., YWAY.
2 " RETAINING WALL 136-011 MAX
3 SCALE: NT8
^"
REVISIONS
!ffRTM
DATE
*SPECIAL INSPECTION NOT REQ'D
CHANGE OF ENGINEER OF WORK,
7.24'
.`
"'
Glass 1 Permeable filters
E
ro
•USE f'm =1500 PSI / f'c =2500 PSI
12 lmin)
28'50'57"
E
....`. ..;• ">:!'..
/
Material (Caltrans6pecs.)
LAP ALL
02'30'08"
•SOLID GROUT ENTIRE WALL
jMODIFY DRAINAGE, WALL, FENCE,
STEEL MIN.
35"
50'47'34"
f • '• °
''.': ; ' .':.;:':�
Compacted to 90%
S
.,9s L3 M/t.7' (/W0&
sUSE TYPE M or S MORTAR CEMENT
CMU $LOCK TO NORMAL WEIGHT.
53.95'
DRIVEUM
1> •'
/
W
SECTION
8
• 5E
*HOLD or
o.c.
W
3"
9
N
09'53'49"
W
EA. LIFT LIFT TO CREATE KETYYWWAi
Filter Fabric Mirafi 140N
or equivalent w/ I ft. overlap
�• . r' .''r:.` Alternate Drain Location
Drain Location
-1. .;' '• , 4 -inch perforated PVC (6ch.40)
,.. ; • -;� ;:: ,, pipe sloped at 1% min. to suitable
. ,,.,.,}• .r;r.••�;.•••:,•�• exterior outlet. Pipe invert to be
+' ' r •' ' held at 12", or greater, below the
�.' interior slab surface.
Wall Footing to bear
I� PERIODIC SPECIAL INSPECTION REQUIRED ONLY s 16" CMU compacted soils SOLI Minimum 4" Filter Material
2: f'm =1500 PSI , Vc -2500 PSI , SOLID GROUT ENTIRE WALL per soils report beneath pipe
3: USE TYPE M or S MORTAR CEMENT
4: ALIGN LEFT SIDE OF KEY WITH OUTSIDE PACE OF WALL
5: VERT, REBARMUST 5E LAP SPLICED 60 BAR DIAMETERS. AS an alternative, a prefabricated
EXAMPLE: 03's - LAP 36", t 08's - LAP 60' "' dralnaee panel such as Miradrain
6: ALL VERTICAL STEEL IS PLACED 2 1/2" FROM RETAINING EDGE 6000, or similar, may be used in
T: ALL FOOTING STEEL IS PLACED 3" FROM ALL EDGES so- fabric.
Si CMU CLARIFICATION: FOR & WALL NO 16" CMU REQ'D g
FOR 5' -4" WALL, NO 12" t 16" CMU REQ'D.
S. HOLD GROUT DOWN 1 -112 "FROM TOP . END OF EA. LIFT TO CREATE
., YWAY.
2 " RETAINING WALL 136-011 MAX
3 SCALE: NT8
e' To
REVISIONS
!ffRTM
DATE
REFERENCES
CHANGE OF ENGINEER OF WORK,
7.24'
S IS J
N
OFFSITE /ONSITE GRADING,
E
ro
t0
REMOVE GARAGE AND BRIDGE,
28'50'57"
E
v
ADD GRAVEL STRIPS TO DRIVE
LAP ALL
02'30'08"
E
jMODIFY DRAINAGE, WALL, FENCE,
STEEL MIN.
35"
50'47'34"
AND ADD RETENTION BASIN
/N Iv-
131 5 I
S
.,9s L3 M/t.7' (/W0&
Ic ,(
24" o.c.
`/ \
T' TO DAYLITE
3 - 04's CONT.
05's & 16 "o.c.
TAINiNG IL
-E: N.T.S.
n
1. SET POSTS AND EXCAVATE A
4 BY 4 iN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WiRE FENCE AND EXTEND iT
INTO THE TRENCH.
r Ali II���
Jill
nF
\ -M,NON cuT
�1
> ... � 3' son 4'65
f C?
LPN 254-172
3
3
- 3 Or "y,,g$tON TO GRADE &
E 1E7 NOoG WALL DAIEO
(;?NFMKR R
Eva
Df,GEU9Efi 5.
NS-TALL STABILIZED
CONSTRUCTION ENTR ANCE
V -0" '
(0 to 4' -8'' MAX)
SITE- 533' - Level -PL
��»yraai31 Oli_ia�.�:�_�.T�.�_►a�
P.K. NAIL & TIN, 28'+/- SW OF WATER zqj PaWYNITI-7,
VALVE ••••
LOCATED EXISTING • ING. HORIZONTAL • /' nA �.' " - •
2. STAPLE WIRE FENCING TO
THE POSTS.
d?_
I I I 1 -111 =1 I i-
4 IN (10 CM)
4. BACKFiLL AND COMPACT THE
EXCAVATED SOIL.
/ Fi
r
is
"FIRE CLEARANCE AREA"•
TO CLEARANCE IN Tl "S AREA
_"ON ALLOWED VATHOUT A
X'n WRITTEN ORDER• //r / / / / ///
A❑
EXIST. GROUND,
TO BE EXCAVATED
3".. „P'
EXIST. &
FINISH GRADE
NO.
BEARING
DISTANCE
1
N
00'33'37"
E
7.24'
2
N
42. 59'17"
E
ro
t0
N
28'50'57"
E
v
4
LAP ALL
02'30'08"
E
12.10'
STEEL MIN.
35"
50'47'34"
W
2x4 CONT.
6
S
79.11'18"
KEYWAY
53.95'
DRIVEUM
N
59'15'37"
W
SECTION
8
04's m 16"
o.c.
W
3"
9
N
09'53'49"
W
18.62'
CLEAR
3" ALL SIDES
V -0" '
(0 to 4' -8'' MAX)
SITE- 533' - Level -PL
��»yraai31 Oli_ia�.�:�_�.T�.�_►a�
P.K. NAIL & TIN, 28'+/- SW OF WATER zqj PaWYNITI-7,
VALVE ••••
LOCATED EXISTING • ING. HORIZONTAL • /' nA �.' " - •
2. STAPLE WIRE FENCING TO
THE POSTS.
d?_
I I I 1 -111 =1 I i-
4 IN (10 CM)
4. BACKFiLL AND COMPACT THE
EXCAVATED SOIL.
/ Fi
r
is
"FIRE CLEARANCE AREA"•
TO CLEARANCE IN Tl "S AREA
_"ON ALLOWED VATHOUT A
X'n WRITTEN ORDER• //r / / / / ///
A❑
EXIST. GROUND,
TO BE EXCAVATED
3".. „P'
EXIST. &
FINISH GRADE
NO.
BEARING
DISTANCE
1
N
00'33'37"
E
7.24'
2
N
42. 59'17"
E
14.22'
3
N
28'50'57"
E
6.48'
4
N
02'30'08"
E
12.10'
5
N
50'47'34"
W
19.47'
6
S
79.11'18"
W
53.95'
7
N
59'15'37"
W
36.07'
8
N
51'19'56"
W
20.11'
9
N
09'53'49"
W
18.62'
GRAPHIC SCALE
3
`GRAVEL-\
5" PCC CONCRETE w/ #3 RE -BARS 0 18 "o.c.,
EACH WAY, PLACED MID - HEIGHT, SUBGRADE i
SOILS TO BE MIN. 6" NATIVE COMPACTED TO '
90% OF THE CORRESPONDING LABORATORY
MAX. DRY DENSITY PER ASTM D- 1557 -�-
(IN FEET)
1 INCH = 20 FEET
APPROVALS
RECOMMENDED APPROVE
BY: IV BY:
DATE: -91710 (e DATE: 8/1 D6
//////------EXIST. &
FINISH GRADE �y
2
18' (PER PLAN)
i0 48 45 ������ -•a
PLANTER
/GRAVEL
A
NOTE: SOiLS ENGINEER'S FINAL RECOMMENDATIONS
FOR DRIVEWAY SECTION TO SUPERCEDE ABOVE SECTION.
to
`..� `"�- `�`'"� -°�'t mow"'. �`.'�;,.:�',`.' °- "}tpL�.. �•.,..._ ." '�.,� °". `'�.,� \ � \ .�\,, � �.�"-:.�.. ` : Q
\ "\,�`•`^ '"a -•.` �,,`'a ..ms's \ '� •t^' N
l
w
= a-
., ti`s "� a„`° - • �' -.
zo
Lj00
WWN
,• ZNw
z
00
cs W
- N (n CCO
ry N
LLi
Q
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THAT PORTION OF LOT 4 OF CREST ACRES ACCORDING TO MAP THEREOF NO. 2019 FILED IN THE WNZ
OFFICE OF THE SAN DIEGO COUNTY RECORDER MAY 3, 1927, CITY OF ENCINITAS, COUNTY OF SAN Www
DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: ZxZ
BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT 4; THENCE NORTH 83025'06" EAST, WQCL
ALONG THE NORTHERLY BOUNDARY LINE OF SAID LOT, 182.33 FEET TO THE TRUE POINT OF
BEGINNING; THENCE CONTINUING ALONG SAID NORTHERLY LINE, NORTH 83'25'06" EAST 233.31 0
FEET TO THE NORTHEASTERLY CORNER OF SAID LOT; THENCE SOUTH 6'33'48" EAST, ALONG
THE EASTERLY BOUNDARY LINE OF SAID LOT, 98.49 FEET TO THE NORTHERLY BOUNDARY OF
THAT LAND DESCRIBED IN DEED TO ROY ROBERT SORAVIA, EX UX, RECORDED APRIL 29, 1957
IN BOOK 6554, PAGE 148 OF OFFICIAL RECORDS AS DOCUMENT NO. 62699; THENCE SOUTH
83.28'40" WEST, ALONG THE NORTHERLY BOUNDARY LINE OF SAID LAND, 139.37 FEET; THENCE C4
DEPARTING SAID LINE, NORTH 0.33'37" EAST 7,24 FEET, THENCE NORTH 42.59'17" EAST 14.22
FEET; THENCE NORTH 28'50'57" EAST 6.48 FEET; THENCE NORTH 2430'08" EAST 12.10 FEET; 0)
THENCE NORTH 50.47'34" WEST 19.47 FEET; THENCE SOUTH 79'11'18" WEST 53.95 FEET; THENCE
NORTH 59'15'37" WEST 36.07 FEET, THENCE NORTH 51019'56 "WEST 20.11 FEET; THENCE NORTH
9.53'49" WEST 18.62 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 17,516 SQUARE FEET, 0.402 ACRES. F.
z
NOTE: BASIS OF BEARINGS FOR THIS PROJECT IS PER RECORD OF SURVEY z
by ACTION SURVEYS RECORDED IN COUNTY OF SAN DIEGO ON UJI
1 -20 -06 AS R.O.S. 19132. z
RETAINING WALL NOTE:
PARAMETERS FOR RETAINING WALLS
PREPARED BY: VINJE & MIDDLETON ENGINEERS, INC. 0
z
TITLED: PRELIMINARY GEOTECHNICAL INVESTIGATION R
W 04
PROPOSED RE- CONSTRUCTION Z In
1635 GASCONY ROAD M
ENCINITAS, CA w 01
DATED: JANUARY 12, 2005 z U?
FILE NAME: Demers -Sht3
PLOT DATE: 07 -05 -06 ,
L1
• CIA Ineering
and Planning
Q • Structural
• Surveying
El Camino Real, Suite N • Encinitas, C 4
Phone 760 -510 -3152 Fax 760 -510- 3153
.^.ITY t>P ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
GRADING & EROSION CONTROL PLAN FOR:
THE DEMERS RESIDENCE 9482-G
1635 GASCONY ROAD CASE No. 05 -046 DR /CDP I SHEET 3 OF 3