1989-9460 G (Plans) i
LEGEND
SUBDIVISION BOUNDARY .........................
PROPERTY LINE . ...............................
Tm
EXISTING STRUCTURE ...........................
P m M. 8 9 084
LOT NUMBER .... ............................... Z r /Zj 5)
GENERAr. GRADI EXISTING ELEVATION ...........................
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH
GENERA - NG
PAD ELEVATION . ............................... PAD /ZJ.O THESE PLANS, THE STANDARD SPECIFICATIONS
FOR 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A /
QUALIFIED SOILS ENGINEER OR UNDER HIS FINISH ELEVATION .............................
PUBLIC WORKS CONSTRUCTION, THE DESIGN DIRECTION. HE SHALL INSPECT AND TEST THE
CONSTRUCTION STANDARDS OF THE CITY OF EXCAVATION PLACEMENT AND COMPACTION OF FILLS EXISTING CONTOUR
............................. --
ENCINITAS AND THE SAN DIEGO AREA REGIONAL AND BACKFILLS AND COMPACTION OF TRENCHES. HE
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS SHALL SUBMIT SOILS REPORTS AS REQUIRED AND FINISH
GRADE CONTOUR .........................
THEREFROM SHALL BE APPROVED BY THE CITY /IZ
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. WILL DETERMINE THE SUITABILITY OF ANY FILL EARTHWORK QUANTITIES
MATERIAL. UPON COMPLETION OF GRADING DAYLIGHT LINE . ...............................
2. THE SOILS REPORT TITLED "PRELIMINARY OPERATIONS HE SHALL STATE THAT INSPECTIONS AND 1) EMBANKMENT: 925 C.Y.
GEOTEC
LS REPORT PREPARED BY JOHN VER N TESTS WERE MADE BY HIM OR UNDER HIS EXCAVATION: 285 C.Y.
FILL SLOPES (2:1 MAX) ........................
AND ASSOCIATES DATED MARCH D 1989 SHALL BE SUPERVISION AND THAT IN HIS OPINION, ALL IMPORT 640 C.Y.
CONSIDERED E A PART R THIS GRADING PLAN. EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED CUT SLOPES
(2:1 MAX) ........................
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH IN ACCORDANCE WITH THE APPROVED GRADING PLANS 2) STEEPEST EXISTING SLOPE - 50%
THE RECOMMENDATIONS AND SPECIFICATIONS THAT ALL EMBANKMENTS AND EXCAVATIONS ARE
SWALES AND FLOW DIRECTION .................... —� —
CONTAINED IN SAID REPORT. ACCEPTABLE FOR THEIR INTENDED USE. 3) MAX. DEPTH OF CUT: 1.87'
MAX. DEPTH OF FILL: 4.63' STORM DRAIN ... ...............................
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
HORIZONTAL SEEPAGE PIT ....................... L�
APPROVAL OF SIZES, LOCATION AND TYPE OF - 7.695 C.F. - 0.59 FT.
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS DRAINAGE AND PREVENT BOO PROVIDE POSITIVE 4) A) VOLUME OF CUT NDING OF
WATER. HE AREA OF CUT 13,112 FT.
WITHIN STREET RIGHT-OF SEPARATE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE SEWER LATERAL . ...............................
5
APPROVALS AND PERMITS FOR THESE SHALL BE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON B) VOLUME OF FILL - 24.974 C.F.
- 0.91 FT.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT THE SITE AND SHALL TAKE REMEDIAL MEASURES TO AREA OF FILL 27,356 FT.
WATER LATERAL . ...............................
PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL
SUCH TIME AS PERMANENT DRAINAGE AND EROSION QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY. 8"
SEWER ....... ...............•............... q
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY CONTROL MEASURES HAVE BEEN INSTALLED. ACTUAL QUANTITIES MAY VARY DUE TQ SHRINKAGE
OR SWELL.
0
OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE AC PAVING ..... ...............................
5. CONTRACTOR SHALL TAKE ANY NECESSARY FILLED AND FILL SHALL BE PLACED IN ACCORDANCE EXISTING DITCH ......................
......... p p p
PRECAUTIONS REQUIRED TO PROTECT ADJACENT WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
PROPERTIES DURING GRADING OPERATIONS. MATTER AND OBJECTIONABLE MATERIAL SHALL BE EXISTING WALL . .......................
........
REMOVED BY THE CONTRACTOR FROM THE SURFACE
ANYTHING DAMAGED OR DESTROYED SHALL BE UPON WHICH THE FILL IS TO BE PLACED. LOOSE EXISTING
EDGE OF PAVEMENT ....................
REPLACED OR REPAIRED TO CONDITION EXISTING FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO
PRIOR TO GRADING. SUITABLE FIRM NATURAL GROUND. THE EXPOSED
TYPE W16 WATER UTILITY BOX (QUIKSET OR
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND T4 EQUIVALENT)
WITH CAST IRON TRAFFIC GRATE.....
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 3
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED SHALL BE THE CONTRACTORS RESPONSIBILITY TO >, d FINISH PIT ELEVATION
......................... f pE.
BY A REGISTERED CIVIL ENGINEER OR A LICENSED PLACE, SPREAD, WATER AND COMPACT THE FILL IN
7Q O
�I I_�
LAND SURVEYOR. STRICT ACCORDANCE WITH SPECIFICATIONS. OpS 3" AC PAVING /6" AB ........................... 1
4 . CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED � AOD /T /0/V•oL S.X Ao /6rvf OF /✓A1'
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND EX /ST /NB A.0 EDGE Of Sr J� Q RETAINING WALL (R.S.D.
C- 4) ..................
MAINTAIN ALL SAFETY DEVICES, INCLUDING TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND Z PAVEMENT PAVEMENT —7L BE pEDAC.orEO
av Mt 'EC MAP
SHORING, AND SHALL BE RESPONSIBLE FOR UNIFORM CROSS SECTIONS. THE SLOPES OF
CONFORMING TO ALL LOCAL, STATE AND FEDERAL EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, _ _ L EVEL L /
SAFETY AND HEALTH STANDARDS, LAWS AND PLANTED AND TRIMMED AS DIRECTED BY THE ✓AR/ 5 V '�Pi �\
NOTIFICATIONS
REGULATIONS. ENGINEER OF WORK AND LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS AND
THE EXISTENCE AND LOCATION OF UNDERGROUND
1.
OTHER WASTE MATTER EXPOSED OR EXCAVATION OR
HALF 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE- EMBANKMENT STAPES WHICH ARE LIABLE TO BECOME
UTILITY PIPES AND STRUCTURES SHOWN ON THESE
OC SHALL OF BE A STRUCTURE CONDUCTED BE HUMAN LOOSENED SHALL BE REMOVED AND DISPOSED OF. TYP /CAL SECT /ON
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON THE TOE AND TOP OF ALL GRAPES SHALL BE ROUNDED ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN
SATURDAYS, SUNDAYS AND CITY RECOGNIZED IN ACCORDANCE WITH THE GRADING ORDINANCE RUBEN9 TE/N A VENUE THESE
PLANS, HOWEVER:
HOLIDAYS. NO SCAL E
5. ALL TREES, BRUSH, GRASS, AND OTHER
OBJECTIONABLE MATERIAL SHALL BE COLLECTED, THE CONTRACTOR IS REQUIRED TO TAKE DUE
-• PRECAUTIONARY MEASURES TO PROTECT ANY
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY
THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ,j �ifiVE.PAL 077'l/T1, ALYe05 EXISTING UTILITIES OR STRUCTURES
LOCATED
HAVE BEEN CLEARED WITH A NEAT AND FINISHED ORA /N.*� EB5eNl0Vr RESPONSIBILITY TO CONTACT
THE FOLLOWING
AT THE WORK SITE. IT IS THE CONTRACTOR'S
APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE •
OWNERS OF SAID UTILITIES OR STRUCTURES
SECURED FROM THE SOILS ENGINEER AND CITY
PRIOR TO ANY EXCAVATION, FOR
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH DECLARATION OF RESPONSIBLE CHARGE: VERIFICATION AND LOCATION
OF UTILITIES
MATERIAL. AND NOTIFICATION OF COMMENCEMENT OF
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR WORK:
THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION A. SEWERS - LEUCADIA COUNTY WATER
5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DISTRICT (619) 753 -0155 Q�
�W, 2 % /. Z' DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
B. GAS & ELECTRIC - S.D.G. &E. 1 -500- g
�j� Z UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 422 -4133
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO
A.0 PAVEMENT A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF C. WATER - SAN DIEGUITO WATER DISTRICT
LANDSCAPING WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. (619) 753 -6466 e
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN TYP /CAL SECTION GEORGE O'DAY D. TELEPHONE -
PACIFIC BELL 1 -800 -
ACCORDANCE WITH PLANS APPROVED BY THE CITY O'DAY CONSULTANTS (619) 931 -7760 422 -4133
ENGINEER. PLANS SHALL CONFORM TO THE CITY PRIVATE OR/VENAY 7220 AVEMODk ENCIW5
OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED CARLSBAD, CA. 92009 E. CABLE TV - DIMENSION CABLE SERVICES
LANDSCAPE AND IRRIGATION STANDARDS NO SCAL E
(619) 598 -6666 EXTENSION 262 (�
BY • 400" DATE • 9
2. FINISH GRADING AND PLANTING SHALL BE - RCE — 014 EXP -31 -92 2. CONTRACTOR SHALL NOTIFY
THE CITY ENGINEER'S I'
ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 Q �kOFESS /0Ay OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK
. PHONE: (619) 944 -5070
OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES Q uo N r L . yF ��. ON THIS PROJECT
GRADED BETWEEN OCTOBER 1 AND APRIL 15. Q �c� .j. /I' ti
L �+
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON V
8 CALLS FOR INSPECTION. PHONE: (619) 944- `'
5070. ALL WORK PERFORMED WITHOUT BENEFIT OF Q
CATE C EXp 9'!* T REMOVAL
WILL BE SUBJECT TO REJECTION AND
SOILS ENGINEER'S CERTIFI 0
Jlq O TECHN� G V `V
I, JOHN E. VERNON A REGISTERED CIVIL ENGINEER IN TE {�I .��
THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS OFCAUF�Q I�
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY LEGAL DESCRIPTION
CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS _ EASTERLY 185 FEET OF LOT 17, RIDGEWAY HEIGHT5'
AS Q Q
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY i /TAG
PER MAP
2163 IN THE CITY OF e7�C' N
• � r
ME OR UNDER MY DIRECTION BETWEEN THE DATES COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
O Q
I -or -o1 AND �b.0! ONE COMPLETE COPY Q0.pFESSION�� 0
OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH p EA yG� ,IA,V/A FE OR/VE OWNER /SUBDIVIDER
IV
MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE Q�" p
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE y Z Z DONALD A. CDUNTRYM,9N
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE �, (�111L1 a �✓E'V /� /70-I JUP/TET STi�fEET , w
+ ,
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR W 9 `Q fx►1'�ICO LEUCAD /F�, CA 926W �OQ0.0FESS) f
CONSULTANTS
Of � O
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING 1 � a 'E p a fj CIVIL ENGINEERING 7220 AVENIDA
ENCINAS ] (10 Q (�
PLANS AND SPECIFICATIONS. J ci O� J /7E �� O ' II G PLANNING• PROCESSING CARLSBAD, CALIFORNIA
92009 GA` SURVEYING PHONE (619) 931 -7700 :7 b '/' � SIGNED 7�,., �- /C /N /TY AMP P ASS ESSORS
PARCEL NO: 260- 083 -52 Np X014 DESIG(JED BY: Oa/E EL DATE: ✓" •z I `
RCE NO.: Z / /Z/ G� �„8 N0 3CALf * ' r l K CY^ * PPROJECT EN DiPCE ODAY I SCALE: oM No.: - /
N B9 -9- / O/9
OF I -
LLJ Cn
cn
EXP. DATE: _ a y_ SO — QS ENGINEER OF WORK: LLJ LLI LL
CEO/P O'LWY R.C.E. 9,?014 DATE U lc�
REVISIONS APPROVED DATE REFERENCES DATE BEW, H MAW BE , SCALE SPECIAL D16TfMCT DESIGNED BY DRAWN BY 1 CHECKED BY
APPROVALS CITY NCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. z LL1 Q
JANa✓ESO CbUNrY�I/C.V OC -DSO PLANS PREPARED UNDER SUPERVISI N OF AI90 p CIAO /N&' PIANY FOP: TPM 89
-01 4
HORIZONTAL DATE 9 BY: ��� a Vy� - - E/VC�/V� rjQ,`
EYEV /7/ 14-5. 3ZO/4 CA", �.�ts /ivEtr7Q 99( G
/NTEPSEC77GW OFSAN77l FE LLP�YE R.C.E. N0.: CAL. COD/P ,�/9 ' 1677
VERTICAL
ENGINEER DATE: G'2t -tOi
a / , eE R�w G RCE '� EXP. /l •�/ 92 R.C.E. 1- WORK PROJECT NO. SHEET / OF 3
i
— I
/4o - iao °
2•/ sIQ�C' 1 P % SloPE
170
3•'/ SLOE RE -41, Me W, ,DETA /.t/ /N6 WALL
Aft7R�sE0 6PADIf
SEEP•A6E • SEEPAGE •
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P/T
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SCALE NavZ- -/ ; /o'
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SECTION
/o O
SCALE //QPZ. -/ "■ /O' � ��, f J J
YERT. - J'
CLEAN 0(!T r �^ C - r / I �� ✓, ✓, J� J �% 3 SCALE
173 0 GAP ✓, �, J=i J C'
^1
170.75 (
�, . / sa�zunrAl sEEP.ksE �� Rd ° Ex�sTi.1,� e" Ac.� wArE.e R MOTE.
/ P/r �, /Q UBENS T E /�t/ , EQ nA E. I E� ADD /T /Q�i Z oseeamn&v TES75 w/Ll
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TE[ R/SE,Q
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DETA /L /Q �� /T3? v Y
ENO SCALE) LOT L /NE DATA TABLE
i
11 N0. LENGTH 911 R /N6' /L RADIUS
14) of 68.7/ '
17j B 1
0 - �� �- 9;rs0 ;yCyP/IO,VTAL ,y •
SHED T06E I I O Q`l" 1 v ic \l 3 9.90' 22°40'36" 25 00'
,PEMO✓ED _ J — �r SEEP.SKE PIT p�
e3 F.P. E. h ¢ 9.90' 22 °4o'S6" 25.00'
TEMPORARY 9L OPE zo7/� SEf P/r 13 3 �,�„�� �Z 8 �Q 5 /3.69 ' 38 °56,
SEE NOTE BELOW 0' Z (JEE L�r� A " e' p �R p �, ��, h 6 6B. 71 S 78 36ZE !t/ —
SEE GL�TA /L "C' 11� 1 � �� E \ eto 1� '115 b � 1 1 Q
M/f
OVERFLOW �� /70.71 ,g / �i � LG /d 1 L� /G
3 - o 171.
lG 3 fTrPier[
EX /ST /A/G WALL -. O / /E -- C -
/ v
SEWEiPP/iC° EX /STING nelwwi of D /1�'/f �\ t I`1 rI G'8' ��kk ,� 1 R� � J �
° // I \�" Pv /of f ,�o��P h° o �,rFA�lIrED PI�C U� 1 9120 �It� h c
I C P
/ "ROC.0 BOTTQM OFr.PENCN _ /x,.Z/ I� ��SEf LTA.t 'B` �1� 1� \� IsEE Lf /A /L "B"
/8 7 ' 0 BE LEVEL I� TxLf J//EETJ 1� 6 � � TN /3 SHEET I v v
1 J I
QETA /L "B "" 1�a E i CtoNCPETE6 LTlXCO I�(we
RMIZONM SEEPAGE PIT TJ'PEB
(NO
LIjrl 6SSIO CONSULTANT
/MOTE : cwopi ry BLOPES ATWEST OFS/TE CIVIL ENGINEEKINGEOF 7220 AVENIDA ENCINAS Q ^ '
,OP ® ,y PLANNING• PROCESSING CARLSBAD, CALIFORNIA 92009 z `V
LIRE TEAIPOYPA�PY ONLY. � y z SURVEYING PHONE (619)931 -7700
RETAIN1W WRLLS APE TO BE B1111 DESIGNED BY: N DATE:
UNDER 9GrRM.ATE BUILDING OERN /T U 32014 DRAWN BY: *JW" SCALE: r '
1_ ALL SLOPES TO se 'q-4#7w /? 3 / 9 * PROJECT ENGR.: 6 DD
CIVIC
N/TH MEPlA1NT /S 0. C. sl Jos No.:
�tE OF CAUL ENGINEER OF WORK: w LiJ I ii
9 jb z
6 e6dE O''My R.C.E. JeO /4 DATE z
z By
N By REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW MALE SPECIAL DIET ICT A" ROYALS
CITY OF NCiINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LLJ Q
SAN D /EGO COUNTY BE.vCN OC - D /SO
PLANS PREPARED UNDER SUPERVISION OF 6RA0/NFf fYA.4/J fG►� TP/`1 B9 -GId9
ELEV. ' /7/ /Z M. 51- HORIZONTAL •l0' DATE : - Vi BY: - - EMC /N/TAS T. P. NI• 8.9 - 089 9960
-G
R.C.E. NO.. CITY A geMeW
/NTE,!JECnONL c .%*V A fEAR /yE VERTICAL DATE: 10 -7-1-!10 CAL. COR: 3/4 -/G 77
AND QEI�GLV.WIA - eO,40 NQJNEER ,Z�yt SHEET Z OF
G'E01P6E ODAI' EXP. R.C.E. 2�1d WORK' PROJECT N0. 3
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
AT
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
t0 /0 eo 9F7
TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS IMMINENT
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR
MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE 1
SATISFACTION OF THE CITY ENGINEER AFTER EACH NOTE'
RUN -OFF PRODUCING RAINFALL. X /3T /NG B s�� ° k/9TfP
RUBENSTE //t/ /�I�ENUE ADD /riGw�vL PFP["OCArraV 7'E.5r W14
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL O lt, - - -- BE' le4e - o j/RG - D TO 4eeeoL
l9,r1
EROSION CONTROL MEASURES AS MAY BE REQUIRED BY %5T /NG /'9C SEwelle 8 � ZZ� 3 �E RATE P,Q /GlQ 1b r,�/E CONST+f`(J�
rI&V
THE CITY ENGINEER DUE TO UNCOMPLETED GRADING E< ��SER I 1 PETfiVT /(yi✓ FAC /�/,7��5 4FTG�4""9L
/t°tr,
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH ,
MAY ARISE. I COX /_ST /NG EDGE
fk /STING E"fol' k�4U1 �B �� 89C� G 3ji 6 Of P�9✓E/IEiVT 19� �
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC '
TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS EXi�T /NG '
CREATE A HAZARDOUS CONDITION. Y /5T /NG ��' F�OF�S�D SOD 9 f�� /Z09Z7 ST��ETti6Hr
* zO4�G 5 /i 'Z9j'/ E /-9- 9? DGD�I>aTiDN kG4Ti`� M 7fP
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE EX /S' /NG (c`OhCXiG� t --
APPROVED GRADING PLAN SHALL BE INCORPORATED /F/7D q8 FbFG %o 1B ESC
HEREON.
,y 1 D -, 9 n, � 4F P.9YEiNENT
i5T /NG lPEf
S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST X /5T /NG W4LC , 'o O �j B O / 1 L 66 FA
DRAIN AWAY FROM THE FACE OF SLOPE AT THE _ ( 9 e ) \
CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL it
BE IN PLACE AT THE END OF EACH WORKING DAY E�' NG 7 ",�/ `/ t 9"5 1#(16W A�tOD.VG
/i{/(ET3
WHEN THE FIVE (5) DAY RAIN PROBABILITY
�CwCPEr/ 5TG/CcL� ") I �i�/P�EL /B�
FORECAST EXCEEDS FORTY PERCENT (40 %). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH I - P /V9Tf 6EUEPA�_ J7 /L /TY,9r�, <5�'
RAINFALL.
SEEF9G�" lair
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 '.5 /s S �' / • ���i�'Oti /9�
�8
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF l Jfff'AGf f�i/
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF 1� ZZ � ZZ Fb APE Yo 9 9c2 :�;:�
THE STATE OF CALIFORNIA DEPARTMENT OF n� n +BTU 1 w SEfDE!Ai� .9 vC3 G4tE
CONSERVATION. p h` ''� h ✓G
�f-
r
DECLARATION OF RESPONSIBLE CHARGE: J
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION �R �5 k D Gb I E 64fE
5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE p A 1 4
DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ,�
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO /P CEL G' a f G �/9/P 3
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A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF r � ( y , ,� • t , `' � ''� ,� �v
WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. �' � /
GEORGE O' DAY AC
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CARLSBAD, CA. 92008 �
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No. 33K 4 DESIGNED BY: M. OCG /ELL DATE: oi
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