2002-7505 G (Plans)RARING 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 " PRELIMINARY GEOTECHMCAL INVESTIGATION
PORT 7 / " PREPARED BY yINJF- AND miomETON ENeINEERiN& INC.
ATED
D 02. SHALL BE CONSIDERED AS A
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT. V]PDATEZETT _ER TJATE 1o3
BAIT cL �B 7?z E -THIS GRApJ:N__G,_ _P[AN
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 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.
B. 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 AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD ONSITE 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 HE
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, AND AS- GRADED CERTIFICATION SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO.
7505 -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 OPERATION.
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 WILL 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 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 PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
NOTIFICATIONS LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES L.C.W.D. = LEUCADIA COUNTY WATER DISTRICT
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR LOT LINE - -
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER: DEDICATION LINE
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROP. CONTOURS -
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO EXIST. CONTOURS
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOT NUMBER PARCEL 4
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
WORK: EXIST. EDGE OF PAVEMENT PER DWGf; A. SEWERS - ESD 633 -2770 CENTERLINE
B. GAS & ELECTRIC - (800) 422 -4133 - DIG ALERT 2:1 CUT SLOPE MAX.
C. WATER - SDWD 633 -2848.
21 FILL SLOPE MAX.
D. TELEPHONE - 50C (800) 422 -4133 - DIG ALERT
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT I =NG EXISTING WATER MAIN w°
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 SEWER MAIN ��-
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760) 633 -2770. SEWER SERVICE 3. THE CON TRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR WATER SERVICE W
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO LIMITS OF GRADING ?0
REJECTION AND REMOVAL.
SOILS ENGINEER'S CERTIFICATE PROPOSED AC PAVED DRIVEWAY
I, S. MEHDI S. 5HARIAT A REGISTERED CIVIL ENGINEER IN THE STATE OF PROPOSED DRAINAGE
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONSBPREVALENT WITHIN TH3IS02 SITE AWAS MADEo BY ME OR UNDER MY TE PROPOSED BMP BROW DITCH - SEE SHEET 2 => � =>
DITWEEN COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 0
RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE FFICE OF THE CITY
ENGINEER ALONG WITH uPDATE_ LETTER . DATED 4 10 03 FURTHERMORE, I PROPOSED SPOT ELEVATION FS_
HAVE REMIEWED THESE GRADING PLANS AND CE RT FY THAT THE
RECOMMENDATIONS INCL IN SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCO ORATE THE ADIN AND SPECIFICATIONS. PROPOSED D -40 RIP RAP ENERGY DISSIPATOR
SIGNED:
RCE NO.: H4617Li DAYLIGHT LINE --
EXP. DATE: 17-131/06 c � NO46174 ,
FIRM: Vine & Middleton En *.�2a1� HYDROSEED SLOPE PROTECTION
7 Engineering Inc.
ADDRESS: 2450 Vineyard Avenue, Suite 102 9�F I SAND /GRAVEL BAGS (2 HIGH) x0000000000
Escondido, California 92029
PHONE: 760 - 743 -1504
JOB NUMBER: #02 -264 -P
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE g,�49FS.S1O
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS P
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.���
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONSc,
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT IND.73
QRELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT EwlzI I L Am
LLI "AM G. MA
RCE- 73620
(d/LLO
� a3
DATE Exp. (uj . 03 /31/07
ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 15% A PORTION OF LOT 8, IN BLK 'B" OF SOUTH COAST
(EXCLUDING ANY EXISTING MAN MADE SLOPES). PARK ANNEX, IN THE COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.1788,
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.5 FT AND THE MAXIMUM FILED IN THE OFFICE OF THE COUNTY RECORDER OF
VERTICAL HEIGHT OF FILL IS 4 FT SAN DIEGO COUNTY, JANUARY 11, 1924.
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.0 FT
OF CUT AREA OF CUT (S.F.) A,P.N 256 -253 D�51
B.) AVERAGE DEPTH = VOLUME OF FILL (C. F: ) = 1.5 FT S'I'I'Ei ADORE
OF FILL AREA OF FILL (S.F.) 27q
OWNER'S CERTIFICATE
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 FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I HE Y CERTIFY THAT A REGISTERED SOILS ENGINEER OR
3 G ST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
/ OV A L GRADING ACTIVITY AND ADVISE OF THE COMPACTI
A S - I(LIT� .�1F�THE, SIJ,
RWOOD & OPV*
WOOD GROUP
IS ALLEN
i$7• 7/ 7/
SANTA FEE, CA
STEPHEN C, JONES
P.O. SOX 337
CARDIFF, CA 92007
VICINITY MAP
NOT TO SCALE
!! J
DA
a
DATE
zI,
� FULVIA STREET
ENCINITAS, CA 92024
lY
STEPHI =N C. JONES
P.O. 90X 337
CARDIFF, CA 92007
PHONE; (760) 473 -7919
IlVIATED EARTHWORK QUANTITIES
475
�6& UBIC YARDS EXCAVATION
x&799 UBIC YARDS EMBANKMENT
024& UBIC YARDS IMPORT *
EDTAL QUAN7IT)E5 (REMOVE $ RE�OMPA-CT) BS0 C.Y.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
* SEE GRADING NOTE #10
SOILS ENGINEER'S CFRTI FfCATE-
f, JOESEPH FRANZONE A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING 6U51NC55 /A1 THE FIELD OF APPLIED SOIL
MECHANICS, HEREP,Y CERTIFY THAT l AGREE W I TH 7H E RECOMMEA/DA71ON5
CONTAINED IN THE GCOTECHNICAL REPOR7S 13Y VINJE 6r MIODLETON ENGINEERING
REFERENCED ON TH15 PLAN AND AM HERESY ASSUMING THE RESPONSIBILITY
OF SOILS ENGINEER OF RECORD FOR THIS PROJECT AS STATED IN THE LETTER
BY SOUTHLAND GEOTECHNICAL CONSULTANT5 DATED HAY 11, 201 I.
FUR7H - MV9E_, t HAVE REVIEWED THESE GRA'DI NG PLANS ANO CERT I GY THAI THC
RtCOMHCNDA'TIONS (NCLUDEV IN THE 5011-5 r6poR -r3 FoR Tµ15 PROJECT bfAVL
oEC-N INCORPORATED fN THE (;/ZA01N6 PLANS ANJD SPECI CNS.
SIGNED-
C c" 7 SIO
RCE NO - t JOSEPH 0, }
%E? FRANZONE
ENP• DATE:
No. 2169 }'
SOUTHLAN D 6EOTECH N I GA L CON SUL-TANT5 1 Exp. J 3 N `
1AG6 E LEY INGTON AVC UNIT 7A
EL CAJON, CA 9201q
PROJECT NO• 179844 � OF OIl�
PHONE Ao19) 992 -7659
NOTEREGARDING UPDATED GEOTECHNICAL. RECOMMENDATIONS
THE SOILS REPORT TITLED "6EOTECHNICAL PLAN REVIEW UPDATE, PROPOSED
LOT SPLIT, 385 FULVIA STREET, ENCINITAS, CALIFORNIA" PREPARED BY
VINJE & M/DOLETON ENGINEERING, INC., DATED SEPTEMBER 21, 2010 AND
THE SOILS REPORT TITLED "GEOTECHNICAL REVIEW OF PROJECT PLANS',
PROPOSED SINGLE - FAMILY RESIDENCE AND DETACHED GARAGE, 379 FVLV(A
STREET, LEUCADIA AREA OF ENCINITAS CALIFORNIA" PREPARED BY SOUTHLAND
GEOTFCHNrCAL CONSULTANTS DATED MAY IB, 201(, SHALL 13E CONSIDERED AS
A PART OF THIS GRADING PLAN IN AODITION TO THE 3D (Ls REPORTS LISTED
IN GENERAL NOTE 2. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS.
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
MLMMUIAL
CHgITAS FIRE PROTECTION DIST.
EROSION CONTROL ` OF CA1lr
LEUCADIA CO WA DISTRICT
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
SCALE
C()r/Ilyjj NNY DgZ%Ej,O
ANG� iN OWNERSHI
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
�P /q /i
W � =m
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
INSTALLED.
1.
IN CASE EMERGENCY WORK IS REQUIRED CC ONTACT
14.
ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
STE HEN JONES AT (760) 473 -7$19
-_ ---
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
2.
IP WO KERS EMERGENCY WORK SHALL BE MADE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
. a.�
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
/��Jp�,�
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
3 -3/ 3
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
3A, 0
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
(SEE HYDROSEED NOTES ON SHEET 3)
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
DATE
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
ZA I Y , ..
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
3.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
ACCORDANCE WITH SPECIFICATIONS.
4.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
15.
CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
AFTER EACH RUN OFF PRODUCING RAINFALL.
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
5.
THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
WHICH MAY ARISE.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
6.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
ACCORDANCE WITH THE GRADING ORDINANCE.
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
16.
ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
7,
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF
GRADING PLAN SHALL BE INCORPORATED HEREON.
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
B.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND
DAY.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
9.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
LANDSCAPING
ANDBOTTHERTDEBRISCSHALLXBEEREMOVEDYAFTEREEACH4RAINFALL.
1.
ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
10.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
WITH PLANS APPROVED BY THE CITY ENGINEER PLANS SHALL
C
ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 15% A PORTION OF LOT 8, IN BLK 'B" OF SOUTH COAST
(EXCLUDING ANY EXISTING MAN MADE SLOPES). PARK ANNEX, IN THE COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF NO.1788,
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.5 FT AND THE MAXIMUM FILED IN THE OFFICE OF THE COUNTY RECORDER OF
VERTICAL HEIGHT OF FILL IS 4 FT SAN DIEGO COUNTY, JANUARY 11, 1924.
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.0 FT
OF CUT AREA OF CUT (S.F.) A,P.N 256 -253 D�51
B.) AVERAGE DEPTH = VOLUME OF FILL (C. F: ) = 1.5 FT S'I'I'Ei ADORE
OF FILL AREA OF FILL (S.F.) 27q
OWNER'S CERTIFICATE
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 FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
THE IMPROVEMENTS.
I HE Y CERTIFY THAT A REGISTERED SOILS ENGINEER OR
3 G ST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
/ OV A L GRADING ACTIVITY AND ADVISE OF THE COMPACTI
A S - I(LIT� .�1F�THE, SIJ,
RWOOD & OPV*
WOOD GROUP
IS ALLEN
i$7• 7/ 7/
SANTA FEE, CA
STEPHEN C, JONES
P.O. SOX 337
CARDIFF, CA 92007
VICINITY MAP
NOT TO SCALE
!! J
DA
a
DATE
zI,
� FULVIA STREET
ENCINITAS, CA 92024
lY
STEPHI =N C. JONES
P.O. 90X 337
CARDIFF, CA 92007
PHONE; (760) 473 -7919
IlVIATED EARTHWORK QUANTITIES
475
�6& UBIC YARDS EXCAVATION
x&799 UBIC YARDS EMBANKMENT
024& UBIC YARDS IMPORT *
EDTAL QUAN7IT)E5 (REMOVE $ RE�OMPA-CT) BS0 C.Y.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
* SEE GRADING NOTE #10
SOILS ENGINEER'S CFRTI FfCATE-
f, JOESEPH FRANZONE A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING 6U51NC55 /A1 THE FIELD OF APPLIED SOIL
MECHANICS, HEREP,Y CERTIFY THAT l AGREE W I TH 7H E RECOMMEA/DA71ON5
CONTAINED IN THE GCOTECHNICAL REPOR7S 13Y VINJE 6r MIODLETON ENGINEERING
REFERENCED ON TH15 PLAN AND AM HERESY ASSUMING THE RESPONSIBILITY
OF SOILS ENGINEER OF RECORD FOR THIS PROJECT AS STATED IN THE LETTER
BY SOUTHLAND GEOTECHNICAL CONSULTANT5 DATED HAY 11, 201 I.
FUR7H - MV9E_, t HAVE REVIEWED THESE GRA'DI NG PLANS ANO CERT I GY THAI THC
RtCOMHCNDA'TIONS (NCLUDEV IN THE 5011-5 r6poR -r3 FoR Tµ15 PROJECT bfAVL
oEC-N INCORPORATED fN THE (;/ZA01N6 PLANS ANJD SPECI CNS.
SIGNED-
C c" 7 SIO
RCE NO - t JOSEPH 0, }
%E? FRANZONE
ENP• DATE:
No. 2169 }'
SOUTHLAN D 6EOTECH N I GA L CON SUL-TANT5 1 Exp. J 3 N `
1AG6 E LEY INGTON AVC UNIT 7A
EL CAJON, CA 9201q
PROJECT NO• 179844 � OF OIl�
PHONE Ao19) 992 -7659
NOTEREGARDING UPDATED GEOTECHNICAL. RECOMMENDATIONS
THE SOILS REPORT TITLED "6EOTECHNICAL PLAN REVIEW UPDATE, PROPOSED
LOT SPLIT, 385 FULVIA STREET, ENCINITAS, CALIFORNIA" PREPARED BY
VINJE & M/DOLETON ENGINEERING, INC., DATED SEPTEMBER 21, 2010 AND
THE SOILS REPORT TITLED "GEOTECHNICAL REVIEW OF PROJECT PLANS',
PROPOSED SINGLE - FAMILY RESIDENCE AND DETACHED GARAGE, 379 FVLV(A
STREET, LEUCADIA AREA OF ENCINITAS CALIFORNIA" PREPARED BY SOUTHLAND
GEOTFCHNrCAL CONSULTANTS DATED MAY IB, 201(, SHALL 13E CONSIDERED AS
A PART OF THIS GRADING PLAN IN AODITION TO THE 3D (Ls REPORTS LISTED
IN GENERAL NOTE 2. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS.
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
EFFE TIME COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
CHgITAS FIRE PROTECTION DIST.
SAN DIEGITO WATER DISTRICT
LEUCADIA CO WA DISTRICT
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
SCALE
C()r/Ilyjj NNY DgZ%Ej,O
ANG� iN OWNERSHI
= m o a
�P /q /i
W � =m
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
R VIEWED BY.
R VIEWED BY:
REVIEWED BY:
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
--
ISED SHEET 3
-_ ---
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
Id 3
�1
. a.�
-' �-- -__
/��Jp�,�
Q 26S/ Fro
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
3 -3/ 3
3A, 0
A ��
(SEE HYDROSEED NOTES ON SHEET 3)
DATE /Olv li Pe46
DATE
ZY70 /ii IZ14,1 -B nATF•
ZA I Y , ..
11S BUILT PLANS PREPARED UNDER SUPERVISION OF
161_1e
(Z A/ AJ DATE
BY:wIwkM6.vAc- DATE WILLIAM G. MACK RCE NO 73620
KC.E 7Seo 2.o EXP 121302
C= OF ENCINITAS ENGINEERING DEPAR
v Fu l vi a Street
A.P.N. #256- 253 0&61 1�
WORK PROJECT NO. 01 -220 TPM /CD . 11 -026 C DATE:
0
BMPSTATUS I
CA
OQ
J
REVISIONS
APPROVED
DATE
REFERENCES DATE
$ENS' EMIAPg
'=HIP
SCALE
C()r/Ilyjj NNY DgZ%Ej,O
ANG� iN OWNERSHI
= m o a
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rION: 5D. CO. 51U. U15U. b1AMHTr6rm
173, 1959
LOCATION: I -5 6 LEUCADIA BLVD. BRIDGE N0.
57 -554. MON SET IN CONC.SIDEWALK
@ S.E. COR.OF BRIDGE
A
RECORD FROM: SD. CO. VERT ONT
FI FVATTnKl- 47A R7 NAvn2q NAVDRB = +2. I.SI
HORIZONAL N A -
VERTICAL N/A
REVI ED BY
b b
DATE: 3 ZS' II
SEET 2, NEW SHEET'
a-
LLW
m0J
7505 G
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ISED SHEET 3
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lzil 1 RET. 4I14u ._
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Id 3
�1
. a.�
�jtI1C T"
11S BUILT PLANS PREPARED UNDER SUPERVISION OF
161_1e
(Z A/ AJ DATE
BY:wIwkM6.vAc- DATE WILLIAM G. MACK RCE NO 73620
KC.E 7Seo 2.o EXP 121302
C= OF ENCINITAS ENGINEERING DEPAR
v Fu l vi a Street
A.P.N. #256- 253 0&61 1�
WORK PROJECT NO. 01 -220 TPM /CD . 11 -026 C DATE:
0
BMPSTATUS I
CA
OQ
J
SHEET 1 OF 3
z `n
STANDARD PROJECT
W a
U
Z
[ENT DRAWING NO.
= m o a
W � =m
O N ,Q
a-
LLW
m0J
7505 G
d N
SHEET 1 OF 3
GRAPPiIC SCALE I"=20'
oil
1' GRASS /TURF LINED �-
TOP BERM ELEV= 135.0' DETENTION BASIN IF LU
4' WIDE x 6" DEEP CONC. �� I' FREEBOARD 1 -I_I I- FINISH
SPILLWAY ELEV =134.5' I GRADE
npF
4' WIDE x 4 "THICK CONC. ��� - -- -- - - - - -- - - - -- Q -- -- 1_ 1 0100+ WATER ELEV =134.4
SPILLWAY PER DETAIL 00 WATER ELEV = 134.0'
AT RIGHT
���!- III— �, �• I L '
2: 1 TYP. r -LI- 2'HW
- I i I_ T 2• i I -'
0= 1.81cfsr11
TO EXISTING =11 _ _ BOTTOM ELEV = 132.0'
D -75 DITCH
DBL -4" PVC PIPE TOP BERM 135.0'
. -
L=15' S =2. 0% (SDP -35) H
GRADEING - USE LIGHT RIP RAP W/ FILTER 6 4' 6
FABRIC PEP SDRSD D -40
PIPE INV. ELEV = 131.5' EL= 134.5' 6
1 T 77. (/1
DETENTION BASIN
4 ,•
Is
1
NOT TO SCALE _ 4' 4' 4
—
R
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
S
LOT LINE
—� —� Q� fit'
DEDICATION LINE�
PROP. CONTOURS �® a PROPOSED SEWER &STREET IMPROVEMENTS
SEE PLAN DW
.,.. G N O 7505 I
' .._..,
EXIST. CONTOURS w,,. �\�.� _ _. - ... _ __. r
^__
�,..��aA �� '�. � -�
-EXISTING WATER
LOT NUMBER r 5�,, . r,.
PARCEL 4 � '�
..... ,. ` ; � z..,r_.Rp. 413 PREtPOSEfJ- °°MANS Hfi3LE�_ .. '
EXIST. EDGE OF PAVEMENT PER DWG - ra,,.__._. -_ `� {, r- rL-- ��-r -� - r—'T —'
—
CENTERLINE -L- XISTING Ch' ROW
2 :1 CUT SLOPE MAX.
>, EXISTING POWER POLE
_ x a� ,► �""sw�",- ._ -�.�. — ;'. y ->^- ( `�' v-`F"r'_T. yx---z*^^ --- � � Imo^^- �--`^m ° r'..
2:1 FILL SLOPE MAX.
w -
s �..
M �
t
J ! .
r
S
i
EXISTING WATER MAIN n,�..._6�., �F. _,._.,,,a.....,.... � 5' rop
? 45 2 ti
, � 14 2 �' t
r k Jtv OF -, FF
PROPOSED SEWER MAIN ®� ® — ®® LIMITS OF GRADING— - I "�� .: 7 f, @ E .CA ON'
s e l ��' ,r �` >:�` { ER PA CEL MAP.
®�� ��
PROPOSED SEWER SERVICE r -j:. _.._
I 1; 1
PROPOSED WATER SERVICE �. € F'� -, �i '�i
LIMITS OF GRADING li F';r,u I tyUNI ,
,t:' tc W :P. wj Aui
,
f- l f '?;, V a� "(.ai
f ..a """111111, a r'5.; 1_%;'i -I C .r`Fa...,.. a O a_.,i ,'t' @,
PROPOSED AC PAVED DRIVEWAY I` ! , . _ rQ i"_PN!N ;j ,, = / ' ', ;
_. P �! a:;.T��r.
256 - 233 -22 x �'
- a _✓ L, BE L � R: t `f r
� �1 y _
PROPOSED DRAINAGE -� —�
u
t 1
S ,.„ { tti •x �, r v: f 'z' -.`_,
SOLID LINE 0`a - L- r �- f; v �tKrT':'.t'
{ .., - .;..' jf�, , <. y. -' �' .- ', .°-, �v
REPRESENTS ti �..._.,.. r "r .. sr','.. '
PROPOSED BROW DITCH - SEE DETAIL',
`!_ ��/�y�- �f�y- �� /•�'''' /�-� �� �� c� FINISH GRADE ` �? ` I' ! ' '` '
- ����`C..14ET �y f!`If•�1.._Y a. ,.A'.s. �+�3^ `e, y f "V� .. !i 5 y fF r �f i a
PFRI�IT - FR¢ICIN CONTOURS
TYP A PARCEL
WYTRQUT— .� °4r
PROPOSED SPOT ELEVATION F'� `r ,r„ z , s \� __ `, k
1
-
t !
�---� .:�t_ : �. , f j � � , f'AD. -139.0 � I' � � , � �. �;_,
w
Iss-
PROPOSED D -40 RIP RAP ENERGY DISSI'PATOR
I 2•^
t
7
Ex
I Y 4
ss
co
04. 3
DAYLIGHT LINE �, �, �,
BROW DITCH r, f.- L.� E
D I ICS 1
SEE DETAILC Al;u = 4s ' OP 50F ICAT ,
r� e' EDE P t
R/ �as '� WE �J°, .., r`t j� `1
THIS SHEET _ .. -r a pAF t<a;I
x t
HII, 15 o B 3 fn
IJ r x
(`,. 47r..,,.! k /. { f ' ,}'`e..rL a rt C' .* 1✓ ,.` >; ( \ n..a t " s" r
..
9J..'
MIN
r`
I w
$ r n
a
DETENTION BASIN
SEE ,
c.
'TU�j~�:..� °;:t�° '`�,. `"f t , o z », t,. -
SEE D DETAIL THIS PILLWAY SHEET / T� ', r 4.31' Al E
%f
4' WIDE CONC. S
TO D -40 ENERGY DIS'SIPATOR
DETAIL THIS SHEET.
PROPOSED DBL 4" PVC PIPE:'
O� L =15' S =3.3 %' 4 i1
USE LIGHT RIP RAP PER SDRSD D -40
WITH F -ILTER FABRIC OUTLET F/L= 131.5' 2 „, ��� 36°°253 -3'0
CONST. 5' WIDE X 10' LONG
ENERGY DISSIPATOR WITH
"LIGHT” RIP RAP AND FILTER 256- 2�3—?i "'"E _ C�� EXISTING D -75 it
FABRIC PER SDRSD D -40
(RIP RAP THICKNESS =2.0') - OW DITCH
236'°253 -32'
C�
G J
T6t:lFAW�1TER- TREATMENT BIMP 1
F L =13115 _,-- 1
23 -253 -0 / NOT T�LZE N 0131I WITHOUT
FERmT:T-- -FRut,A TJ_4E- Q rY
OF EuZIR[_TAS. ;
4o J .om 1
PROPOSED �1
"" D -75 BROW
r�
f SEC77OON A --BERM
—` NOT TO SCALE
CIL DIW
20
2' SHOULDER 16 DRIVEWAY 2' SHOULDER
VARIES 2% ?% VARIES
'6- _._
_77777-1
iII -1 I I -1 1 1
4" AIC OVER 6" BASE
-
TYPE A- SECTION 6"
AIC DIKE PER G -5
TYPICAL DRIVEWAY SECTION
AInT Tn QrAl F
48" MIN.
ROCK -LINED OPTION
OVER GEOTEXTILE
LINING GRASS OR TURF LIAEO
OPTION OVER LANDLOK
TUFF FE17F09RCEMENT
H
=1 II II 1 ANOiGR -1 II II IT 1
LEGEND
PROPERTY
BOUNDARY
PROPOSED
BUILDING
PROPOSED
STEP IN BLDG.
SETBACKS
475 SF
PROPOSED
CONTOURS
EXISTING
CONTOURS
CENTERLINE
EXISTING
EDGE OF PAVEMENT
EXISTING
WATER MAIN
EXISTING
WATER SERVICE
EXISTING
SEWER MAIN
EXISTING
SEWER LATERAL
PROPOSED
DG PATH
PROPOSED
HAROSCAPE
PROPOSED
DRAINAGE DIRECTION
PROPOSED
4" PVC STORMDRAIN
PROPOSED
YARD DRAIN
PROPOSED
PERMANENT BMP AREA
PROPOSED
RETAINING WALL
LIMITS OF WORK
PROPOSED CUT SLOPE
PROPOSED FILL SLOPE
APN 256- 253 -22
TW PER PLAN-
PROPOSED RETAINING WALL
PER SORSD C -4
BW PER PLAN-
P
I
fo ;l
0
LEJCADIA WASTEWATER DISTRICT SEWER NOTES
1. LWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER
OF WOW OR CONTRACTOR �•
OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. CORRECTION OF ERRORS AND
2. ALL DESIGN, MATERIALS. AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
_ WASTEWATER DISTRICT LWO SEWER STANDARDS AND TO THE REQUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENSOOK) AND THE
143 REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT
_ °143 ---- THE LWD SEWER STANDARDS GOVERN.
-�
G ING PLAN FOR
FULVTA "N25253-51 6
\ i ' A
\ TF= 142.4-
\
\
�-
•: INSTAL Er WIDE OR
�:. BVR49F PER SORSD 6-14 S
FL =142.2
EXISTING O G 1 LATERAL
- 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE _ i Q *140.00 o
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. BII�f40.00 % \
-w-w- 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES
TC =143.2
W 2 & 3 ON THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORE( FOR A PERIOD OF ONE YEAR AFTER THE
S S DATE OF FINAL ACCEPTANCE BY LWO AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY
PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD
WITHOUT EXPENSE WHATSOEVER TO LWD. � av �\ .,�,..••;
6. PRIOR TO BEGINNING SEWER WOFK CONTRACTOR SHALL SECURE A LWD PERMIT FOR ' ' • ; ' "
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO
'
CONSTRUCTION. C'
4 , 7. APPROVAL OF THIS PLAN BY LWO DOES NOT CONSTITUTE A REPRESENTATION OF THE TW=140.50
ACCU?ACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY 138•Op \
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. r ! ! \
B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN
WRITING PRIOR TO CONSTRUCTION. \
TW=140.00
❑ 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE°f� 1� 1
DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR
ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM Tv ld, \ DRAINAGE \
WORK BY THE LWD INSPECTORS OR AS APPROVED BY DISTRICT ENGINEER. \� _ \\ (TYPICAL) �i FL-
139.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN FS=140.67 \ SETBACK Ij INE
W W UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. \ \ F9=t\4O.67 (TYPICAL
if iV f FG1140.00 FG- 140 -b0 ) !)
11.ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY
THE LWD INSPECTOR PRIOR TO PAVING. X1339.00 50 f/ /l GARAGE /
12. TONEXCEED NE VALID PERIOD
YEAR FROM APPROVAL DATE START OF CONSTRUCTION. IF HE NOT A
5 'EUCAC Yp T F 11 �l I j ' � I FL=
YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL
RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND ! 't GpRgGE WALL FG= 14000
APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS APN . FNr COVERED I
EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF 2M-20-?2 I p0RCH
CONSTRUCTION I I I
INSTALL RETAINING WALL FG =140100
30" MAX - -10'- � VARIES PRIED 24" PER SOM RETAINING 1 J \ \ I' STEP IN PAD ELEVATION
FF-140 a%
\K gZ MIN
2%
SECTION A
NOT TO SCALE
e• 1•��rT]r e
Fuqua/
MIN \ / \ FG= 139.0 f \�...- I PM=140.010 i FG=t a.00
+---4
I I I iB" F7. J \ \' \ I
I I I MIN MID TO N \\ I \FL= !39.00
4" PVC PIPE- '° Y C
_ ReMQj" �� !! �� \\ Fes! .67
#4 BARS MIN COVER 04 M7N COVER MIN FG =t�.00 \\ \\ PAN-130-00 \\ \\
ATE (MIN) Z500 PSI O� FRONT
FG =t3�.00
hP= FG=139.00 \ \ \ \ I I `'X
SECTION ELEVATION
MODLFMD SDRSD D -30 HEADWALL DETAIL
Fry-139.00 ` \ \
- --- -- - -- \ \
NOT TO SCALE p J X COVERED \ ! FS W1 00 138.75
IFL
SETBACK LINE 6 x16" PCC \ PORCH j
(TYPICAL) `�? FLUSH CuaB \ 4e\
TW= 136.00
BW=134.00 DRAINAGE
a / I
(TYPICAU
12" TED INLET `P\1 b t39.00I�
lab ® TG-137
`77171 I 7'
f I 1 I OI
mi rl�,�f0•rl�li��m!N.n�li ��� �'�' �u �
._ir•r ...._.. -_•. A T OF PAVING
OR RET. WALL PER PLAN
TOPSOIL
/ UP1401YAL /
LAYER FOR LEVELING
■RU I ROCK
I . ' N rv1 r 1
CONCRETE lf"ALL
OUTLET PER DETAIL
NOT TO SCALE IE OUT-134-0
INSTALL I. RAP
DISSIPATOR .V. -I
A 266-255MI APN 256-253-32
PERWUENT BW SWALE W/ SOIL SECTION
PER BIORETENTION BAP DETAIL THIS SHEET
SECTION B
NOT TO SCALE
REVISIONS APPROVED I DATE REFERENCES
r,
/ �W
Pv
INE
FuLVIA STREET
eC EXISTR WATER ICE
PER OW 7505 -I �'
/
EXISTING S' PVC SEWER g
PER DWG 7505 -I
EXISTING ROLLED CURB
TC =143.6 PER ONG 7505 -I S
PROPOSED 5' WIDE OG ATH
4" MIN DG SECTI
} TC =143.8
Y�.,x
4�10`Y
p4LAf k�
LIMIT OF GRADING
h
I � 1
��rr��
1 I
INAO I
1
-al kZ34
/ 1
TW- 143.00
� o W-143.00
\ I \
\ TW= 143.06
!. BW= 140.00 \ X
p0.•pAL /
EXISTING WOOD
M FENCE TO REMAIN
APN % x
256 -25� 51
y / 143.00 X
�a1H pgUM
�d•
EXISTI* WOOD FENCE
I; ON PL 0 REMAIN X
I
INSTALL RETAINING WALL
PER sORSp c -1
-
:� /f EXISTING COAC ETE
BROW DITCH TO REMAIN
INSTALL �/
I • 1.• � '' -� L \ \�.� � -■ err /' r r r
„ , 1
rr _
r _
/ rr
ONE-
���
_ /irks/
��_ _ 'N
'• �. _ _� -n•)"
V I I GRAPHIC SC,
Y �'..• + ■ rj a ee • r _
�u MIN NOR
J� r
�' a iiNL • _ I 141 r r
' T ' r . • rr • 10
�IMPERVIOUS AREA TABLE
c i �n .� tr 1 • n •K _
'
2% " WBV• FS -13450
I � r. TWI.��
a _ / .� 13 �■� INAGE
FS=134.50 / .(Ja/ X136 Fly ObLINE ' \
Y C !V CQUP % q T 4" STOROMIN/L FL =133. (TYPICAL) \
' > FL l33.flQ ICE /OUT =i34.1t TW-1 .00 \ s o
20
1 " =10'
�0
\
EXISTING
PROPOSED
BUILDINGS
260 SF
4,370 SF
PAVING
475 SF
2,200 SF
�- FL- 132.75 TII�234.00 t- INSTALL LL
- EXISTING CONCRETE ON- 133.00
BRDW DITCH
EXISTING WOOD FENCE TO REMAIN 2 APN
DATE BEN�� SCA Z AS BUMT
OESCRIPTIONt SO. CO. STD. DISC. 19� OC.
LOCATION, I-5 & LELCADIA BLVD. BRIDGE NO. HORIZONAL I"- 1 0-
57-554 M .S �� . SIDEWALK WILLIAM MACK DA l
( CORD FAQ, SO. . M. BRIDGE VERTICAL N/A R.C.E. NO. 73620
- EL = 174.529 94VD29 N4VQB8= +2.151 EXP. 12 -32 -I(
Ap.Z
4
VEGETATED SWALE WITH UNDERDRAIN
FOR USE IN WELL DRAINED SANDY SOIL
TURF REINFORCEMENT MAT
MIN.. -j ti-- t4"MM4..3WCW4HEDROCK
A!4/fV..ACM1 \.NT V1..A11/M1A.IGI \I. IRK MN VMLLVVRfYR. itl4tfA.�N \V<{!"J4]04VIWf VOI VR ^®
HARDWOOD MULCH, AND 2040% TOPSOIL.
. P „
NOTE: VEGETAM $WALES ON ORNMOF MORE THAN 26% MUST INSTALL CHECK DAMS TO
LIMIT THE SLOW10F THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR
OF EN604MING SERVICES,
NOTE: NO FILTER FABRIC IS TO BE USED IN.IHIS SECTI NH..
BMP SWALE DETAIL
NOT TO SCALE
25'
VARIES
14' MIN.
EXISTING
52' ROW
27'
17'
PROPOSED 5' WIDE
OG PATH
4"
MIN
2%
c?
T
EXISTING G -4 ROLLED --J
CURB AND GUTTER
PER DWG 7505 -I
TYPICAL SECTION - FULVIA STREET
NOT TO SCALE
PROPERTY LINE INSTALL 12" MIN DIA ROCK RIP RAP AT
EDGE OF RETENTION AFEEA ADJACENT
I TO PROPERTY LINE
DEEP - ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL - DRAINED SOILS OR
CITY APPROVED EQUIV. NEW DRIVEWAY
2" HIAROM9010 MLLCH 4" AC OVER 6°
VER OA CITY CLASS II AB
�t'PAOVED EQUIVALENT
6" MIN 2%
1, I
* BIORETENTION 'ENGINEERED SOIL"
"SANDY LOAM" SOIL MIX WITH NO NE
SHALL CONTAIN 50-60% SAND, 20-30
20-30% TOPSOIL, FREE OF STONES,
AND ALSO FREE OF NOXIOUS NEEDS.
** 314" CRUSHED ROC( LAYER SHALL BE A MINIMUM OF 24" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AID STORAGE ABILITY OF THE
DETAIL
BIORETENTION BW DETAIL
NOT TO SCALE
TAZNING WALL R 'f TN-1 klG- 139.50 - - - - - -
IE= 13B.50
C- 1 INSTAL► PEfNAAENT 8AP SWALE (6' BW =34.00 "N REVIEWED �B/�Y:,�r� REVIEWED BY:
NOT TO BE MODIFIED WITHOUT A PER ALL � 9"'KJ -''�
FROM THE crry of ENCrNITas. INSTALL PER
SWALE DETAIL THIS SKEET - 25� °�
No. 73620
Exp. 12/31/12
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A Solana Beach, CA 92075
ph 858.259.82121 fz 858.259.49121 plaaengineering.com
7505 -G
SHEET 2A OF 3
PLSA 1887
OA 7E
DATE
DESIGNED BY i CIIAC BY CHECKED BY
APPROVALS
CITY OF ENC S=AS
ENCTUME NG DEPARTMENT
PLANS PREPARED UNDER THE SUPERVISION OF
RECOMMENDED $P' APPROVED
GRADING PLAN FOR:
DATE: S 3
BY: BY:
379 rV L V A S T, R-mT
R. C. E. NO. 73620
DATE: DATE. k!jj _
A.P.N. #256- 253 -51
WILLIAM MACK EXP. 22 -31 -12
WORK PROJECT NO. 01 -290 TPM /COP, 11 -026 CDP
512312011N: \ 1887.pro
7505 -G
SHEET 2A OF 3
PLSA 1887
HYDROSEED NOTES
E. HYDROSEED.
A. 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. Five 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:
a. Seed 'mix shall consist of no less than:
1. 20 lbs. per acre Of rose clover
2. 20 lbs. Per acre Of zorro fescue
3. 3 lbs. Per acre of E school cia californica
4. 4 lbs. Per acre of achillea millefolia
5. 3 lbs. Per acre of alyssum (carpet of snow)
6. 1/2 lb. Per acre of dimorplholeca
7. 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.
B. Item a of this subsection must be inoculated
with a nitrogen fixing bacteria and applied
dry either by drilling or broadcasting
before h y droseedin g .
9. All seed materialsshall be transported to
the 'o site in unopened containers with the
California Department of Food and
Agriculture certification tag attached to,or
printed on said containers.
10. Non- phyto- toxic wetting agents may be added
to the hydroseed slurry at the discretion of
the contractor.
b. Type 1 mulch applied at the rate of no
less than 2,000 lbs. Per acre.Type 6 mulch
straw may a substituted, all or art for
(straw) y b b p
hydraulically applied fiber material. When
straw is used it must be anchored to the
slope a b
Y mechanicall Y punching no less than
50% of the straw into the soil.
c. Fertilizer consisting of ammonium
hos hate sulfate 16-20-0. with 115% sulfur
R
applied at the rate of 500 lbs. Per acre.
4. Areas to be hydroseeded shall be prepared prior, to
h droseedin
b
Y 9 Y :
a. Roughening the surface to be planted by any or
a combination of:
1. Track walking steeper slopes stee than 6:1.
P R
2. 'Ripping areas that will not break up using
item 1 above.
b. Conditioning the sails so that it is suitable
for planting by:
1. Adjusting he surface soil moisture to
9
Iprovide a damp
b ut not saturated seed bed.
2. The addition Of soil amendments h
adjustment, leaching or covering saline
soils to via rovide le conditions for
P b
growth.
H droseeded 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.
GAP BETWEEN BAGS
ACTS AS SPILLWAY
RUNOFF fib/ // TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL: GRAVEL BAGS
,
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COM]MIU DEVELOP Z D_ESMHS D BY __. DRAWN SRJ BY CHEWAP BY 'PRO
REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP D
/ l DATE: _ ( 03 BY: By:
R.C.E. N0._ 29577 DATE: DATE:_
DATE:- W YNE PASCO
EXP._ 3 -31 -07
HYDROSEED SLOPE PROTECTION
SAND /GRAVEL BAGS (2 HIGH)
00000000
EROSION CONTROL Q
1. IN CASE EMERGENCY WORK IS
c mrm R
EQUIRED �
CONTACT
PPP IA WA Ar e D (7GO 1 725 -AA A 4
STEPHEN JONES AT (7 GO ) 473-7619
2. QUI ME AND WORKERS OR EMERGENCY W RI SHALL BE MADE
AVAILABILE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPIL-EID ON SITE AT
CONVENIIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMANENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSIOIN CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN OFF PRODNCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY 'THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPEIRATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
n
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE A CONDITION.
HAZARDOUS C I
D .
7. ALL EROSION CONTROL MEASURES PROVIDED PIER THE APPROVED
GRADING PLAN SHALL BE IINCORPORATED HEREON.
S. GRADED AREAS AROUND THE PROJECT PERIMETIER 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 %). SIL.T
AND OTHER DEBRIS SHALL IBE 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 THEIEROSION AND SEDIIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
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/ l DATE: _ ( 03 BY: By:
R.C.E. N0._ 29577 DATE: DATE:_
DATE:- W YNE PASCO
EXP._ 3 -31 -07
HYDROSEED SLOPE PROTECTION
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EROSION CONTROL Q
1. IN CASE EMERGENCY WORK IS
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STEPHEN JONES AT (7 GO ) 473-7619
2. QUI ME AND WORKERS OR EMERGENCY W RI SHALL BE MADE
AVAILABILE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPIL-EID ON SITE AT
CONVENIIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS IMMANENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSIOIN CONTROL DEVICES
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN OFF PRODNCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY 'THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPEIRATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
n
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE A CONDITION.
HAZARDOUS C I
D .
7. ALL EROSION CONTROL MEASURES PROVIDED PIER THE APPROVED
GRADING PLAN SHALL BE IINCORPORATED HEREON.
S. GRADED AREAS AROUND THE PROJECT PERIMETIER 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 %). SIL.T
AND OTHER DEBRIS SHALL IBE 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 THEIEROSION AND SEDIIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
r r • « r •►r
s • • a• a► r
DATE: 5/22/02
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SHEET 3 OF 3