1999-5960 G (Plans) MADOV0 NOTES Ovv t FKA' TXM
D� � S .D .S D D SAN DIEGO REGIONAL STANDARD DRAWINGS
1. ALL WORK SHALL BE DOW IN ACM DANCE WITH THESE PL Ar.% 1. THE EXISTENCE AND LOCATION OF UTILITY PIPES
THE STANDARD SPECIFICATIONS FOR PUBLIC kVRKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 99 ov 21X Mo• TO � ITEM
SDRSD ND, SYMBOL
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR AL fXW FLOLDE MW. 02'
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNO)CEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOW M TW CF WL ELEVAr1OW PROJECT
BOUNDARY -- - - -- - -
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER FF -110.9 SIT
1 E : EL CMMIND REAL NOON OF NOWN
EXISTING CONTOURS COUNTY PRESBYTERIAN CHLJ�RCH
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY __. _ __ _. 14� ._ -. _ -
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TN FBA FLAN
MCL
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUC%1 ES SUIL WM UH _ INIFG ENCINITAS, CA 92024
LOCA SITE. IT IS THE CONTRACTORS PiiD - 110.0 MT MFYSW RFTA _ PAID CUT/FILL LINE I I
2- THE SOILS REPORT TITLED "MOTECHNICAL INVESTIGATIOft TD AT THE W PER STR icnAik Ckcs. ALL 6EOr IO PER PF�E F
OW1NEf�/PERIVIITTEE. • CARDIFF, CA. CO�EGATION
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID ��
EL CAMIMO KINGDOM HALL, ENCINITAS. CALIFORNIA" PREPARED BY U TILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR PR7F� �" Fi'A MILL 6.
SipECIAI 9�ID RACEEE'M PROPOSED CONTOURS OF JEHOVAH S WITNESSES. INC.
GEOCON INCORPORATED, DATED MARCH 1999, SHALL BE CONSIDERED STORM EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR BY: "
PVC STORM DRAIN
ING PAD O�IIN �_ _ RMDED FVR PIPE' AREA• c% NEIL IM�EGAAT
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF I I - � I
AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN -_ M SN PEA R- PROPOSED SPOT ELEVATIONS - 140.70 TC
105 VILLAGE RUN WEST
ACCORDANCE WITH THE RECOMMENDA AND SPECIFICATIONS ENCINITAS, CA 92024
CO MME N CEMENT OF WORK. � �� krL `I j � I _�{ -
CONTAINED IN SAID REPORT. '
HYDROSEEDING (SEE SHEET 5)
A . SEWERS - CSD 1760) 633 - 2770 PER QF7. WT. I LE VEL - � � � :::.::: � :.:::: � :::•.:: � .:::: � :::::.:
PROPOSED GRAVEL BAGS (SEE SHEET 5) 00000000000000 LEWL DESCRIPTION: PORTI OF SECTION 24, T13S� FWN. SSM
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - SOG&E (800) 422 - 4133 SECTIO "
CITY OF ENCINITAS, CALIFORNIA
SIZES. LOCATION AND TYPE OF DRAINAGE FACILITIES. NOR OF NOT TO SCALE ED PROPOSED DRAINAGE DITCH D - 75
�' �' �'' `�' ESTIMAT QUAWIM
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - 0M00 (760) 753 -6
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PROPOSED 2'S FILL SLOPE 2.t CUT 5,500 C.Y.*
CONJUNCTION WITH IMPROVEMENT PLAINS. 0 TELEPHONE - DIG ALERT (800) 489 -3441 FILL 7,300 C.Y.*
f• PROPOSED 2'1 CUT SLOPE 2.1 IMPORT 1.800 C.Y.*
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES 0 � .
4. WRITTEN PERMISSION SMALL BE DETAINED FOR ANY OFF -SITE E. CABLE TV - DIG ALERT (800) 489 - 3441 ! Tw � PUW
ONLY, (CALCULATED OVA THEORETICAL BASIS. ACTUAL
GRADING. 6" CONCRETE CU 6 GUTTER G -2
5- CONTRACTOR SHALL TAKE ANY NECESSARY PFE AUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 -� AFT. MILL
6" CONCRETE CURB G -1 QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERA HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. LPAIM AT STI�I, 7LF1AL G1LC5.
ENVIRONMEI�jTAL NOTES;
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 - 2770. �L Inc CF WLL PEA PL 4 ' CONCRETE SIDEWALK G-7 1.
THE STEEPEST EXISTING SLUE IN THE GRADED AREA IS 53X
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. - 'I II I �I �_ -
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR .'•r - -EXM WC. Dpi CONCRETE DRIVEWAY G-14A- (EXCLUDING
ANY EXj$Tll�s MAN MADE SLOPES).
6. THE DEVELOPER SHALL BE BIBLE THAT ANY MONLNM W OR INSPECTION. PHONE' (760) 633 - 2770. ALL WORK PERFORMED MILL SiB�I N4 -
To ir D. - - - - - - - - - - - 2. THE MAXIMUM OF GUT IS 21' AND THE MAXIIM�IM
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE FE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO PER WT. W. 4 18' DR01
24" R.C.P. STORM DRAIN - - - - - - - - - - - VERTICAL �S 17'
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. PER D 3. A.) A dEPT
OF CUT (CF.) 14IR500 CF = 6.9 FT
OR A LICENSED LAND SURVEYOR. SECT70N STORM DRAIN C.O. (A - 4) D ® � . Cr CUT 1$ F.) . - 21,400
SF
N OT TO SCALE B.) A, EPTH C FILL (CF.) = 597,100 1F = 5.1 FT
7. THE CONTR SMALL DESIGN CONSTRUCT AND MAINTAIN ALL TYP 'S " CATCH BASIN D-8 ® r � FILL } -�.::; E
OF FILL, • • (SFa 38,300 SF
SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOPS ENC mmmR�S RTTFICATE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND TYPE "F" CATCH BASIN D-7'.' '
FEDERAL SAFETY AND hEALTH STANDARDS, LAWS AND ft n:L ot@�- 1N¢ - A REGISTERED CIVIL ENGINEER IN THE STATE OF f'--•� f'
,�
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 2f 0 �. I TM WING TYPE HEADWALL 0 -34
�� -� t •'L: :►
MECHANI(:S. HEREBY CERTIFY THAT A SAMPLING Mv0 STUDY OF THE SOIL .. _-. Is
8. GRADING AND EQUIPMENT OPERA TINS WITHIW C NE -HALF (1/2) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME � UNDER MY �-
DAYLIGHT LINE (GRADING L IMITS) ` _��
MILE OF A STRUCTURE FOP "AN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES _ AND ONE CO'� I
y'
CONDUCTED BETWEEN THE BOARS OF 5:30 P.M. AND 7.30 A A.M. COPY CF THE SOILS REPORT COMPILED FRIDMI THIS STUDY, WITH MY �� � M A L �► FM PUW
AIP RAP ENERGY OISSIPA TOR D -
-
NOR ON SATURDAYS, SUND AYS AND CITY RECOGNIZED H(XMAYS. RECON�MErDATIOVS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY PER STRCTUR�I C�CS•
----- - - - - --
ENGINEER, ALONG WITH UPDATE LETTER DATED _ _ FURTHEl*MORE I 1.07' NDV. TYR 8 - - - - - - - - - - - •
9. NO GRADING ' OPERATIONS SHALL C 'E UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND �FY THAT THE Pcc OE �
WE PAD �.
MEETING HAS BEEN HELD ONEITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE Y av'fitS!p N�.L SUMIN
pJTTER SEWER LATERAL `iz MINI CAP UNIT
PRESENT: CITY INSPECTOR CIVIL ENGINEER, SOILS ENGINEER BEEN INCORPORATED IN THE ING PLANS AND SPECIFICATIONS. �� �Q N v,4t. I& PER DET' SHr• 4
MASONARY RETAINING WALL C - 5 . THE LEVELING PAD IS TO BE WIDTIfi 18 "
�
GRADING CONTRACTOR AND PERMITTEE. THE P EGRADE MEETING � I SEpr ON OF CRUSHED STONE O R 2.000 PSI
DEPTHL t0"
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS URS IN o�' NOT TO AL
ADVANCE BY CALLING (619) 633 -2770. SIGNED: _ _ - ---- ____ -� � > No. ; 2z � �'� KEYSTONE RETAINING WALL ..............
..... 2• THE BASE FFOU�DA�n C ONCRE TE. HEIGHT: 8"
TS. BE APPROVED *
y� II�� WEIGHT: 45 LBS
RCE NO F .�i.i`L PCC PAYMENT 14:5 THICK IN PARKING AREAS 6 BY THE SITE GEOTECWIC.AL ENGINEER PRIPRIOR 10.
PRIIa TO Hb�OLING DIRT OR CONSTRUCTION MATERIALS TO ANY sue. C ivy �\e 5.5" THICK ALONG ACCESS ROAD.) PER SOILS
TO PLACEMENT OF THE LEVELING PAD.
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE._ �°/ d_ ,_.-- -------------
9r FG �F� � Sall ENO. RIGID PAVEMENT F,EC.S 9- 30-99.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FRAM THE F CAi PBR SOILS ENGINEERS STANDARD UNIT
CITY ENGINEER FOR THE PROPOSED HA ROUTE. THE DEVELOPER _ F�EnpATIONS wiO THr. 58 °
IL
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE P�IBj.E ��W TN � PLAw c , `,
CITY ENGINEER MA IMPOSE WITH REGARDS To THE HAILING T 1� OF .," GFUM OEYSTM WTA1MM MILL
HEIGHT: 2 8»
OPERATION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WOW FOR THIS PRO�PROJECT. T. Q p. O I pN .
FESS PER STFUCTLRAt CALCUUTIONS *WEIGHT: 515 LBS
O �� - �.'•
THAT I HAVE EXERCISED BIBLE CHARGE OVER THE DESIGN OF THE O A , '�� KEYSTONE ON PER PUN STANDARD ELEVATION
11. LEON FINAL COMPLETION OF THE NOW UNDER THE GRADING �, � A FETADVING MILL - • � ��
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /AA FINAL ACT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS �Q �� -4 S <<-,
� �� � Y-^ �• >•
COLE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ti TEMPORARY BAQC _�
RELEASE OF SECURITY. AN AS GRADED CERTIFICATION SHALL BE ,� 3 p - PER SOIL ENGINEERS ' s
PROVIDED STATING "THE GRADING UNDER PERMIT N o .5960 -G HAS I NAND THAT THE CHECK OF PF�CT DRAWINGS AND SPECIFICATIONS w NO. 29577 rn RECO#V&TIM
NALL
BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ON LY AND DOES NO Exp 03/31/03 � �• SNr•
4 ��
rt a O • • # j �" �,,`
ATTACHED AS GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED 3 •,t,-
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER M40 I I'E• AS ENGINEER OF WO OF MY RESPONSIBILITIE FOP PROJECT PAD
CERTIFIES SUCH GRADING OPERATION. `SECTION QD x:: , ;�1
4 NO AL A~ 21 PER SOILS ENG.
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY QUALIFIED
* i LJNrrr FACE
-
� _ --- - - - - -- DA TE_ �t.0 sr�l� � VI C A ZFu`' � - • . RECOWIMEDA TIONS
- -- ! rL --
A BY.- ----- �-�
SOILS ENGINEER CF UNDER HIS DIRECTION. HE SHALL OBSERVE PAS - Q 6 D CK OR
LEVEL ING PAD
INFOACED CONCRETE
y
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS A.C.E. 29577 �''� ��t�� _ � -
AND BApCFILLS AND COMPACTION OF TRENCHES. If SHALL '
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE , -`� ` �es
SUITABILITY OF ANY FILL MATERIAL. UPON C014°LETI(NV OF �: ,� fe" STMWD EW� PAD I jC VIEW
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND �I�j�oj NOT r0 SCALE
TESTS WERE M41DE BY HIM OR UNDER HIS SUPERVISION AND THAT I BY CERTIFY THAT A REGISTERED SOILS ENGINEER OR _ Parr sr
� �� *DIMENSIONS 6 WEIGHT MWY VARY BY REGION
IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS WERE 12' 12' 4'
COVSTAUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE CEOLO COIST HAS BEEN O WILL BE RETAINED TO SUPERVISE ;� _ ,►� STAIVDIAAD
t�111T ,
OVER At L GRADING ACTIVITY AND ADVISE ON THE COMPACTION 1 NOT ro ALE'
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS AND STABILITY OF THE SITE. 3 D?�TE I + I
ARE SUI TABLE FOR THEIR INTENDED USE. y,IRgS RIBBON DPAIN �� �j �► � �` '�/"••�••• +�:�• �•
� .. E
PF
13. THE LOVTRAC SHat.L PROPERLY GRADE ALL EXCAVATED •. `_- �4 (�C
Z1 MIX
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT POwDING
TO?
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID (;NATURE r
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE TER E�CIStINd
SITE AND TAKE REMEDIAL MEASURES TO PREVENT EROSION CARDIFF, CA. CXJNGREGATI GY,E1E 6" Q� i
OF E .� MAH S WITNESSES INC. SECTICNV PER SOILS ENGINEER PE S 4 SIIEMAL R 6-2 - _ _ EASE IJT 190, ,
_ �
505 E R
OF FRESF•L Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT \ - 10 - #949 a
DRAINAGE AND EROSION CONTROL MEASURES UN WEST
INS TALLED. RUN ENCINITAS' CA 92024
I � 1 \ `• ` � '� ' - __ � '' i � : l. ` '1 � \ �. � �'.
14. ALL AREAS TO BE FILLED SQL BE PREPARED TO M FILLED AND
BE 3ECTTON
FILL SHALL PLACED IN ACCORDANCE WITH STANDARD NOT TO sc,ALE
-
� , , � � ,l -` r • , • I � /,,� f
FICATIONS.
SPECI ALL VEGETABLE OBJECTIONABLE
M4 TTEA AND �ECTICIAE 5. IN CASE EMEFDEN�CI' AbFiNC IS REQUIRED CONTACT 1 t
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE NEIL IMMZGART AT (760) 753 -4884 DOC 83- 164882 1
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL RC 5 -18-83
AND ALLUVIAL SOILS SHALL BE FE4OVED TO SUITABLE FIRM I �r � t �
2. EQUIPMENT mV WORKERS FLIP EMERGENCY WOW SMALL BE MADE � EXISTDrG sraF�M J , 1.
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO ALL I _
l` ;' `• J
•
A DEPTH OF 6 INA� A AT ALL TIMES DURING THE RAINY SEASON.
S AND THEN COMPACTED TO A MINIMUM OF 90 I �' �- ID ° S
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE A T TENNIS CLUB ORS.
PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO �J _-
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION O I \ 5' .1 1 �i \`+ 1 1 ', r r r; ,
CE IMMINENT.
PLA, SPREAD WATER AND COMPACT THE FILL IN STRICT TEMPORARY DEVICES W1-EN RAIN IS
ACCORDANCE WITH SPECIFICATIONS.
25. CUT AND FILL SLOPES SHALL BE Cxu? AND TRIMMED TO FINISH 3. DEVICES N ON PLANS SHALL NOT BE MOVED MCXIIFIED 1000 ' ( + / -) 106.65
T� 106.95 Ft \ ` , : _ _ -
108.15 FL N _ t,
GRADE TO PRODUCE SMOOTH SURFACES AND OVIFORM GRjSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. I' ` `
SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS _ 1
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES P 1 ! + " - �` 2! -' - -- -
- '
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 8 MANCHESTER
5� met
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERL
CONDITZAN. ALL STONES ROOTS AND OTHER WASTE MATTER AFTER E ACH ALNV OFF PRODUCING R TYPE '8" eROM \ '
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5 • THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL INTERSTATE 24' RCP
STORM DRAIN ` :'�
I �i -
A 5 DIT PER D-75 k � '' � �, ' _ � J ' ,•' -- � i
LIABLE TO BECOME LOOSENED SHALL BE REMO AND DISPOSED MEASURES AS 94Y BE REQUIRED BY THE CITY ENGINEER DUE TO W
AF. THE TOE AND TOP OF ALL SLOPES SHALL BE FOUNDED IN
S _
0 COMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
3 ,.
ACCORDANCE WITH THE GRADING ORDINANCE. J I : •. .:::: :;: ,:: :: y _ -
WHICH MAY ARISE.
ALL GR AND OTHER OBJEC MATERIAL SECTION F-F W 1 ;
TREESy BRaLDSI-Q 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE tV TO SCALE ! �►
.
P :::::::, i :: :x ,.::.'.
SHALL BE COLLECTED, P ILED O? OTHERWISE DISPOSED OF OFF :::: r NECESSAR PRECAUTIONS TO PREVENT PLSLIC TRESPASS
ONTO
NE
:: _ _ :
t6 ;::.........:..
T H E A R E A S _ :.::::::::. :• ::: .....:::::
THE SITE BY THE CONTRACTOR SO AS 0 LEAVE HE RE S THAT •, �
AREAS WHEN IMPOUNDED MATERS CREA A HAZARDOUS CONDITION. MANCHESTER 2 i
I ::::: :::::::::::::::::::: f
HAVE BEEN CLE ARED WITH A NEAT AND FINISHED APPEARANCE j 'k' :.... .::::::.::::::::.:::.:`:::::;:, : �A
= 110.E
:.:.:
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 1
' ��
�,
} ......
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ........
DEBRIS FILL SHALL SECURED FROM THE SOILS ENGINEER AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED VIC/NITY P 63, �` =
r
GRADING PLAN SHALL BE INCORPORATED HEREON. MDT TO SCALE
��ss
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK f -
DAY.
LANDSCAPMO SHAL BE PLANTED AND IRRIGATED IN ACCORDANCE 9 . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE I I • r
'
1. ALL SLOPES AT THE END OF EACH WO R KIING DAY WHEN THE FIVE (5) DAY R4IN LEGEND
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PROBABILITY FORE CAST EXCEEDS FORTY PERCENT (40X). SILT CARDIFF SANITATION DISTRICT ENCINITAS
FIRE DEPARTMENT O MUNICIPAL WATER DIST.
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL . PPa,JECT
�I,HDARY
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS A P P VE D A P P RSV SC ALE: 1 " -
_
2. FINISH GRADING AND PLANTING SMALL BE ACCOMPLISHED ON ALL 10. SfAX L-D GERMINATION OF HIYDROSEEDED SLOPES FAIL TO PROVIDE APPROVED �
D D sl=hER UT•
8 s
ABED MATER W
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION TO MOVEME3EA i5� THE SLOPES SHALL BE STABILIZED WITH BY: �� BY: Y
g 3 PARKING SPACE CUAVf O
CF ANY SLOPES GRADED BETWEEN
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