2001-7225 G (Plans) E LOC A
GENERAL NOTES G�jrj(j MODIFIED BROW DITCH 5 '
---GRASS LINED SWALE LEGAL pE$Cl�lpT]pN LOTS 31 AND 32 OF BLOCK 12 OF do
WORK TO BE DANE FOR STORM WATER BMP MAP 12963.
1 . ALL WORK SHALL BE DONE IN ACCORDANCE PER DETAIL A 2 , _ A.P.N.. 261- 094-39
WITH THESE PLANS, THE STANDARD SPECIFICATIONS 1 ALL GRADING SHALL @E INSPECTED AND TESTED S. D. R. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PR
OPOSED UOT BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER - EM S. D. R. S. D. #� SYMBOL QUANTITY BUILDING _P r C AL SITEADDRESS
S%I i*EWCAMBRIDGE AVE.
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN DIRECTION. HE /SHE SHALL INSPECT AND TEST THE VARIESI ENCINITAS,
CA.
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. AND BACKFILLS AND COMPACTION OF TRENCHES. PROPERTY LINES - ---•- LIMIT OF ANCHOR
JOHN ELLIS
REVISIONS THEREFROM SHALL BE GRADING 3" PVC G RAS SLI�IE Q sWA�ES ARE TEL`S OWNER/PERMRTEE
r>= T R T HE /SHE SHALL SUBMIT SOILS - REPORTS AS REQUIRED EXISTING CONTOURS -TOP STEM .MAINTA)NFD I MAY No'T R YED O 1038
CANYON CREEK PLACE
ANY CHANGES OR
APPROVED BY THE CITY ENGINEER PRIOR 0 ANY EQUES AND WILL DETERMINE THE SUITABILITY OF ANY FILL WALL =164.5 0 00t pIFIEQ WIT T
A PC RIM
MATERIAL. UPO COMPLETION OF GRADING- ESCONDIDO, CA 92025
FOR INSPECTION. PROPOSED CONTOURS 400 F
EXISTING CITY OF t1Y EN
GI l �4�_
2. THE SOILS REPORT TITLED "PRELIMINARY SOIL INVESTIGATI -IV OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS PROPOSED STEM WALL GRADE
ESTIMATED"NTn7ES
FOR PROPOSED DUPLEX DEVELOPMENT: 2300 BLOCK OF AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER 4 (PER BUILDING PERMIT) WALL SUBDRAIN- -
- - - - - -
CAMBRIDGE AVE." DATED MARCH 28.000 PREPARED BY NORTH SUPERVISION AND THAT, IN HISIHER OPINION, ALL PROPOSED SPOT ELEVATIONS 480.0
C,�ASS OR?t1Ri< uA1ED OVEN CUT 600 C.Y.*
COUNTY COMPACTION ENGINEERING,- INC.. SHALL BE EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED LAKDLOI TURF REINF'ORCEMIFT
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLANS PROPOSED 2:1 CUT SLOPE (SEE NO1��
FILL 0 C.Y.*
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ST WALL PER
AND SPECIFICATIONS CONTAINED IN SAID REPORT. ACCEPTABLE FOR THEIR INTENDED USE. PR OPOSED SHALE INE MIN.) - - i INSTALL MIRADIRAIN
600Q BUILDING PERMIT EXPORT 600 C.Y.*
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL I .-
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL EXCAVATED SURFACES TO PROVIDE POSITIVE = PR 12" YARD DRAIN 9 EA DRA�NALGr COMPOSITE
ON * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, DRAINAGE AND PREVENT PONDING OF WATER. PER NOS BASEMENT WALLS PER
PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS•
NOA OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. HE /SHE SHALL CONTROL SURFACE WATER AND MANUFACTUIRERS SPECIFICATIONS
ACTUAL QUANTITIES MAY VARY DUE- TO SHRINKAGE OR
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE AVOID DAMAGE TO ADJOINING PROPERTIES OR TO
PROPOSED 3" PVC (1X MIN) -- - - --- 50 LF SWELL FACTORS).
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PL -ANS. FINISHED WORK ON THE SITE AWD SHALL TAKE MODIFIED BROW DITCH PER DETAIL A 33 LF
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY REMEDIAL MEASURES TO PREVENT EROSION OF FFL =158.0 SITEAREA
4942.91 SE
OFFSITE GRADING. FRESHLY GRADED AREAS UNTIL SUCH TIME AS PROPOSED RETAINING WALL (C -3, 5) 1740 SF
P ERMANENT DRAINAGE AND EROSION CONTROL ENVIRONMENTAL NOTES:
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS MEASURES HAVE BEEN INSTALLED.
P ROPOSED CONC TE ! 600 SF I _ PAD=_j57T5____ 1.THE STEEPEST EXISTING SLOPE IN THE GRADED
AREA
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING - - - - aX'rURF IS XX% (EXCLUDING ANY EXISTING
MAN MADE SLOPES).
GRADING OPERATIONS. AN- YTHING DA -MAGED OR DESTROYED 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE PROPOSED ZOELLER SUMP PUMP 0 4
EA I 6AW 'TU SEE
SHALL BE REPLACED OR REPAIRED TO CONDITION FILLED AND FILL SHALL BE PLACED IN ACCORDANCE 0000000000 150 E/� S�ECTIONA A 5 ,
LIAIEP E RpTES� 2.THE MAXIMUM VERTICAL DEPTH OF CUT IS 6.5'
EXISTING - PRIOR TO GRADING. WITH STANDARD SPECIFICATIONS - . ALL VEGETABLE PROPOSED GRAVEL BAGS NOT TO SCALE PROPOSED
- REINS AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 0'.
6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MATTER AND OBJECTIONABLE MATERIAL SHALL BE 6" TRENCH DRAIN W/ GRATE 11 LF
3.A.)AVERAGE DEPTH =VOLUME OF CUT (C.F.) = f2OQ X 27
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR
REMOV BY THE CONTRACTOR FROM THE SURFACE
FOR STORM WATER BMP
BUILDING GRASS LINED SWALE OF CUT AREA OF CUT (S. F.) 4, 942
c�
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED UPON WHICH THE FILL IS TO BE PLACED. LOO,_ FILL FFU =167.0
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE E 3.27'
BY A REGISTERED CIVIL ENGINEER DA A LICENSED LAND FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL
A 8.) AVERAGE DEPTH-VOLUME OF FILL (C. F.) = X 7
SURVEYOR. EXISTING � TOP STEM i
BE SCARIFIED TO A DEPTH OF 6" AND THEN RESIGEhCE � WALL-164.0 OF FILL AREA OF FILL (S.F.)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND COMPACTED TO A MINIM'U'M OF 90 PERCENT. IT SHALL A P N 261- 094 -40
O
_ 2 "
►rn u -� = ,
MAINTAIN ALL SAFETY DEVICES, INCLUDLYU SHORING, BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, - ` PET. WALL PER
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL SPREAD, WATER, AND THE FILL IN STRICT PROPERTY LINE EXISTING EXISTING - `
LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH ACCORDANCE WITH SPECIFICATIONS. GROLM EXISTING RETAINB� GRADE SDRSO
C - 3
STANDARDS. LAWS, AND REGULATIONS, 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED NEW R� LThE WALL TO BE RAVED- \
GOA"
8. GRADING AND EQUIPMENT OPERATING WITHIN ON - HALF TO FINISH GRADE TO PRODUCE SMOOTH SURFACES 10 • � • � � � � � •Pt INSTALL
MIRADRAIN 6000
(112) MILE OF A STRUCTURE FOP HUMAN OCCUPANCY AND UNIFORM CROSS SECTIONS. THE SLOPES OF '?1
R_ (DRAINAGE COMPOSITE ON
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF EXCAVATIONS AND EMBANKMENTS SHALL BE 6" STEM WALL PER \ BASEMENT WALLS
PER
SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY - BUILDING PERMIT w � N
5:30 P.M AND 7:3a A.M. NOR ON SA TUA7A�s, SUNDAYS. k _ -
AND CITY RECOGNIZED HOLIDAYS. THE E .G I NEER OF WORK AND LEFT I N A NEAT AND MANUFACTURERS SPECIFICATIONS
,�� AREA - \ w B ZpM
ORDERL CONDITION. ALL STONES. ROO TS, AND Fiw TO BE �VED
9. NO GRADING OPERATIONS- COMMEA'CE UNTIL A OTHER WASTE MATTER EXPOSED OR EXCAVATION - - s M �'�►
PREGAADING MEETING-HAS BEEN HELD ONSITE= WITH THE OR EMBANKMENT SLOPES WHICH ARE LIABLE TO cn
= I N '
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL BECOME LOOSENED SHALL BE REMOVED AND FFL 158.0 - -- -- --
- - -
ENGINEER, SOILS ENGINEER. GRADING CONTRACTOR, AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES PROPOSED RETAINING
• o -c s
PERMITTEE. THE PREGAADE MEETING SHALL BE SHALL BE ROUNDED IN ACCORDANCE WITH WAL1 PEA SDRISD C - 5 F 6 MIN
rn
a
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN GRADING ORDINANCE. FFL =157.5 ° lE� WALL SU80RAIN �' a
ADVANCE BY CALLING (760) 633 -2770. 5. ALL TREES, B USH, GRASS, AND OTHER OBJECTIONABLE D,ET . A: MODIFIED BROW DITCH DETAIL B
__ _-- _ - s D IVE
MATERIAL SHALL BE COLLECTED, PILED, OR OTHERWISE NOT TO SCALE NOT TO SCALE EL
10. PRIOR TO HAULING DI OR CONSTRUCTION MATERIALS DISPOSED OF OFF TH SITE BY THE CON SO AS - i u' 1� S
TO AN 0 LE AVE PROPOSED CONSTRUCTION SITE WITHIN THIS T THE SECHIONB -B DFLACE 3 A�k.M PER YD ;
J, K
PROJECT THE DEVELOPER SHALL SUBMIT TO AND E��� E A P " E A FINISH, 4 THAT HAVE BEEN CLEARED WITH P� T T A o f MA TERIAL.
2 150'
RECEIVE APPROVAL FROM THE CITY ENGINEER FOP THE A NEAT A ND _D APPEARANCE FREE FROM ,� NO 0 SC LE �IrSTALt (�NplCl�'rtA
y � _ � m �
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS
PROPOSED HAUL POLITE. THE DEVELOPER SHALL COMPLY FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND F REINFOi�CEM16#t MST.
p
WITH ALL CONDITIONS AND REQUIREMENTS THE CITY CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH ;v �ti A . P . N. Q f 261- 094 -40
,
ENGINEER MAY IMPOSE WITH REGARD TO THE HAULING MATERIAL. _ ti� �� SEE LETTER OF PERMISSION
OPERATION. - , C O �� p BY SCOTT LONC9ALLA ti V1CI��tT MAP
II DATED 1 -23 -002 's - o d�'' NOT TO - ALE
11. UPON _FINAL COMPLETION OF THE WORK UNDER THE I / � AQ 'ti
GRAD PERMIT, BUT PRIOR TO FINAL GRADING ! .� a' ,� ti ti� `^' SEE DETAIL 8 - u
• U ,`• Q ti �L ���
APPROVAL AND /OR FINALRELEASE OF SECURITY, AN NOT'IF'TCATTONS ENCROACHMENT
�� 0 OF
FOR AREA :
AS- GPADEJ CERTIFICATION SHALL BE PROVIDED 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY .O
r. ' r `� + 'o DECLARATION OF RESPONSIBLE CHARGE
"THE GRADING UNDER PERMIT No. 7225 -G PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
STATING: _ 169. �o; ^•,�4 , J ,�� O �ti� f ,� � :..
�/ �0 P'
r I ! °.� ' p ` '' , Q :•`
L ; s Q I��, tiC,r ,��► h �� ti ti �� }'b ��`
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO % - y '` I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS_
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ► 169.3 S ° ► - �, �. °
"::� PROJECT, THAT - 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER
THE ATTACHED THE AS- GRADED PLAN ". THIS UTILITIES t � 1 L THE DESIGN OF THE PROJECT AS DEFINED IN SECTION
6703 OF THE
E XCEpT AS SHOWN ON THESE PLA1dS HOWEVER:
I
! i 'WLby ! C�
STATEMENT - SHALL BE FOLLOWED BY THE DATE AND T T T RY - `' � �o� �'I'
THE CONTRACTOR IS REQUIRED 0 TAKE DUE PRECAU IONA "t s 0 r' _ !�.. �..._ BUSINESS AND PROFESSIONS COOS,
AND THAT THE DESIGN IS
/ ,(�
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES MEASURES TO PROTECT ANY EXISTING - UTILITIES OR Q L ' ti� � � �Qti ?�Q
: ` CONSISTENT WITH CURRENT STANDARDS.
SUCH GRADING OPERATION. STRUCTURES LOCATED AT THE WORK SITE. IT IS THE + I �• 1 FS .3032
EROSION CONTROL CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING �� 31 � -) � ` �.g _ � �.=.c` ./ I UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND
�" 164.4 c i SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A
TA T OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO GRAD f0 I - i� T _ REVIEW ONLY AND DOES NOT RELIEVE
ME.
ENCINIT ENGINEER OF WORK,
1. IN CASE EMERGENCY WORK IS-REQUIRED. CON C
ANY EXCOVATION, FOR VERIFICATION ANO LOCATION OF 2� MAN REVIEW ) -� 1'
JOHN ELLIS AT (760) 739 -8141. UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: I . - - tern OF MY RESPONSIBILITIES
FOR PROJECT DESIGN.
r ;; vi tc'�'xt
a 165- �•-- -- OF E S SI
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE A - 633 -2776 cn TG�35 11632 QQ OrI�
SEW ER S ESD r cn \- 2% MIN 1 64.5 TSW 4
MADE AVAILABLE AT ALL TIMES DURING THE RAINY B. GAS r ELECTRIC - (800) 422 -4133 ' EPA `` *`` 14.0 ; \ 164.5
(170.r) TSW o -
SEASON. ALL NECESSARY MATERIALS SHALL BE SDWD 633 -2848 1 I co I •.� c'' 20% MAX A 163 FF$
C . WATER - ; I, j a 158.0 FF
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO , �� , ' GF = 163.
D. TELEPHONE - (800) 422 -4133 • � ) .....
FACILITATE RAPID CONSTRUCTION OF TEMPORARY o, 164. TSW: 3
E . CA Tv - (800) 422- REMOVE E STING 1 FF.:z
DEVICES WHEN RAIN IS IMMINENT. �,� j U, f? E EXISTING 58, f - U G� W No 29577 R,
N N PLAN HALL N�±T BE MOVED OR 2 • CONTRACTOR SHALL NOTIFY THE CITY ENGIrv�ER' S OFFICE ;;y �� " + A�ININ�C., WALL TAIAII WALL
, 157. ° • - ! WAYNE PASCO, RCE�9577 DATE EXp 03/31/0 .
3. DEVICE SHOW 0 L S S 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS a�3`� ::::.:::::
/ t FF U 167.b X63.2 FS
MODIFIED WITHOUT THE APPROVA'_ OF THE ENGINEERING �' � (?580)
' ; 15y8 FF - 158.0 r„
INSPECTOR. I j s tbt:,
PROJECT. PHONE. (760 633 -2770. r �!
�.__ _ . _, _._- ' ALLEY IMPROVEME N ; � Q
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS �' PAD 157.5 GF 163.0 r C10-
4. THE CONTRACTOR SHALL RESTORE ALL
FOR INSPECTION
EROSION CONTROL -� .' / ' r • :� PER CITY OF ENCINITAS ��
. PHONE. (7E0) 633 -2770. ALL WORK ., j ! - F
DEVICES TO WORKING ORDER TO THE SATISFACTION OF PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE i I I �' u� DRAIN TO ZOELLER -MODEL
164.5 TW` ^1 DWG.- 7225 -I OIL GAl
THE CITY ENGTNEER AFTER EACH RUN -OFF PRODUCING v I ' ' co SUMP PUMP OR EQUAL
RAINFALL. SUBJECT TO REJECT ION AND RENO. AL . " I�� �.. _ _ _ - - _ _ _ _ µ, :::: ,SOILS ENGINT.F,R'S
CERTIFICATE
I oj.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION 164.2 F �•: :;::; I. DALE R. REGLI, GE 713, A REGISTERED
GEOTECHNICAL ENGINEER I
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY MWATIDt VYCEAit =' (167.0) J `r`/ � � 157.8 .E I TINS
POLE THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
ENGINEER DUE TO AN INCOMPLETE GRADING OPERA -'ION WATER IILA�T8X7EIVSl� in 7 :. FIELD OF APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. RBl�S'I1ANCOPB - •64.0 F8 = 162.5 1`INCt SAMPLING AND STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN
/ ) FFU 167.0 �; �X P ATION
T CONTRACTOR BE RESPONSIBLE AND SHALL TAKE `� N '' ~� ?' FF 158.0 a6i THIS SITE WAS MADE
BY ME OR UNDER MY DIRECTION BETWEEN THE
6. HE S HALL ` �� I I o Q 157.8 - ;:nf_ . DATES OF 3- /�- lOO OAND • 2e - tao 0 ONE COMPLETE
COPY OF THE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS i -� ct PAD 157.5 L.
J SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
ONTO AREAS WHEN IMPOUNDED WATERS CREATE A �tVAIL ASLE _ _ \ ^ ahi.5 :) . �_ RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE
7 ��` GI
CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
HAZARDOUS CONDITION. ( �XTENS( 4�
K o . 161.3 FS
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE FORE ISSV�NCE OF ISVK d ° \ B GF = 151: - `: `-u':
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
APPROVED GAADIh� . PL=AN SHALL BE INCORPORATED HEREON. `� ' �164.Oa ✓ _ / .� ` s SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED IN THE
.. IN,'TALL 4" SEiNEI LATE74A� - \ r .;::: :: GRADING PLANS AND SPECIFICATIONS.
8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST F._ Fr CITY OF ENC. DWG. C9 - 336 f -
DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
^�j 160.6 FS _ • i OQAOFESS /pA
OF EACH WORK DAY. - -� - :- r -.. 1
-� - {
M IAJ
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE
IN PLACE AT THE OF EACH WORKING DAY WHEN THE FIVE !f �r r` ; - `- '31 '45E 98.76 t DE 711 _
rn
(5) DA-Y RAIN ?ROBABI L I T-' FORECAST EXCEEDS FORTY f �� T I d ! ! y . .. :
PERCENT (40 %) . SILT AND OTHER DE8,4I S SHALL BE ! • r ' „
,`� r - _ _ , i'` m e, �. _141 z� Z Exp. 9/30/OS a
REMOVED AFTER EACH RAINFALL . 4 p ' A , b� ti �� �� ' �� f, �� v
4 -i ?' O �4� :O °� DALE R. REGLI. GE 71' r !,
10. SHOULD GERMI NATION. OF HYDROSEED SLOPES_FAIL TO I j C t I �'��. w �? �, h O R °k . p
. Q PO BOX 302002 NORTH COUNTY COMPACTION ENGINEERING, INC. ,�
�Of CALif
.A�
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES- 1 i I i r ��� ,, ti� �� ti� .,� �"��,�� h 1; �' I
r t`
4 I ! o I � !ti , ti ter /
SHALL BE STABILIZED WITH PUNCHED STRAW ��APNC SCALE 1" 10 s , ~ +
SEE LETTER OF PERMISSION ;'` ti �i
(901;: COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES ESCONDIDO, CA 92030
A .FAN: 261 - 094 -28 ` r ` _ (760) 480 -1116
1 , / _ _ JOB NO CE 6064
INSTAL -LED !N ACCORDANCE WITH SECTION 35.023 OF � J � `
SI - � i '° 4` _ 'BY
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