2004-9005 G (Plans) GRADING NOTES ®T CATIONS SWPFP STATE�,NT LEGAL DESL' ®N PARCEL 1, IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF'
5
oPgN DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL CALIFORNIA, ACCORDING TO PARCEL MAP
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES N REQUIREMENTS
OF STATE WATER RESOURCES CONTROL BOARD 19425 RECORDED FEBRUARY 18TH, 2004.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A S'1TE (SWRCB) ORDER NO.
92-08-DWG (N. P. O. E. S. GENERAL PERMIT NO.
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CAS000002) , WATER DISCHARGE
REQUIREMENTS FOR DISCHARGES
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN OF STORM WATER RUNOFF
ASSOCIATED WITH CONSTRUCTION
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A
STORM WATER
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY TACOS TA POLLUTION PREVENTION PLAN (SWPPP) AND A MONITERING PROGRAM
APN: 216-052-03
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT
WITH THE SITE ADDRESS STREET: 175 LA COSTA AVE.
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES AvE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND
CITY: ENCINITAS, A E.
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S N ANDREW Ave gNER10AN
R0 ACCURATE NOTICE-OF-INTENT (NOI) WILL BE FILED WITH THE
PROPOSED 3 SINGLE FAMILY RESIDENCES, 175 LA COSTA AVENUE", RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO -13 SWRCB.
A COPY OF THIS PROJECT SHALL FILED WITH THE CITY OF ® R/PERA1 E NAME: VANCE CAMPBELL, 101 INVESTORS LLC
PREPARED BY BARRY AND ASSOCIATES DATED JANUARY 2, 2002, AND CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR n ENCINITAS WHEN RECEIVED:
FURTHER, A COPY OF THE COMPLETED STREET: 1796 LAUREL ROAD
UPDATE LETTER DATED APRIL 4, 2003 SHALL BE CONSIDERED AS A PART STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND o NOI FROM THE
SWRCB SHOWING THE PERMIT NUMBER FOR THIS CITY: OCEANSIDE, CALIFORNIA
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF _ PROJECT SHALL
BE FILED WITH THE CITY OF ENCINITAS WHEN PHONE: 760-439-1594
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID WORK: n o ➢ RECEIVED.
REPORT. SEE LEIrER DATED 2/27/o4 gY 5ouvILAND 6150TECROICAL oz
CONSULTAlItS FORCNAd&C- OF GEOTf-GHAIICAL.EdCaINEEK: A . SEWERS - LWD (800) 422-4133 - DIG ALERT < IN ADDITION,
THE UNDERSIGNED AND SUBSEQUENT OWNERS OF ANY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF n = m PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT
H
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT so U5 NO.
9005-G AND BY SWRCB ORDER NO. 92-08-DWG, AND ANY
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE SUBSEQUENT AMMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD (800) 422-4133 - DIG ALERT PROVISION AS SET FORTH IN
SECTION C. 7 OF SWRCB ORDER EARTHWORK
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT g�vo NO. 92-OB-DWG. CUT
=200 CY*
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE CA 1A FILL =200 CY*
GRADING. E. CABLE TV - COX (800) 422-4133 - DIG ALERT 101 INVESTORS, LLC
BALANCE ON SITE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 0 7:L�LAND
l # EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ONLY.
(CALCULATED ON A THEORETICAL BASIS, ACTUAL QUANTITIES
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633-2770. R*pm(cfj& mgameysE &p 2q//(� MAY VARY DUE
TO SHRINKAGE OR SWELL FACTORS.
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR -VICIMTYMAP SIGNATURE OF LAD
OWNER, CORPORATE OFFICER, DATE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED NOT TO SCALE GENERAL
PARTNER, OR PROPRIETOR
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO LEGEIVD
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. L 2 (AC3L VANCE CAMPBELL
OR A LICENSED LAND SURVEYOR. IF Q.N1AI�1 N SLOP DEPT L 1? r7 5 PRINTED NAME OF ABOVE PERSON SDRSD=SAN
DIEGO REGIONAL STANDARD DRAWINGS
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SDWD=SAN DIEGUITO WATER DISTRICT
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE I 2.0 I' 1.v I 2. 1 8• E STING LATEKAL LCWD=LEUCADIA COUNTY
WATER DISTRICT
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SOILS ENGINEER'S CER C,"ATE MANAGING PARTNER
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, CHARLES R. CORBIN, A REGISTERED CIVIL ENGINEER IN THE TITLE ITEM
STD DWG SYMBOL QUANTTITY
REGULATIONS. STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT I HAVE REVIEWED r SEE
SHEET 2 FOR A R NO S SUBDIVISION MAP BOUNDARY
THE GEOTECHNICAL REPORT PREPARED BY A. R. BARRY & ASSOCIA TES.ALON4 W ITN Ad dppaTE i-E1tER1
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE AND GENERALLY AGREE WITH THE CONCLUSIONS AND RECCOMENDATIONS. ? EZONWNTALDATA
AND SEWER NO7ES . / LOT LINE
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM IS STUDY, f` r
I
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 1 I EASEMENT LINE WITH RECOMMENDATIONS, AND AN
UPDATE LETTER DATED `' 0003 A I I
HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG vcE1 ,Z I I `a f
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING FURTHERMORE. I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY I
/ I I
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR ;r` '
EXISTING CONTOURS PER GP 7732-G
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, {I` I / f ti
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS : i� EXISTING CONTOURS _
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING AND SPECIFICATIONS.
Is
SHALL BE SCHEDULED WITH THE CITY AT LEAST 4B HOURS IN xr` rr
ADVANCE BY CALLING (760) 633-2770. 1 �Y/� / PARCEL NUMBER Pa1'C811
( I I�I ' 1 �X �arl
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY &�_
s° I eI STREET "NO ARKING FIRE LANE" PROPOSED CONTOURS 255
_ ,' Q �Se^. i SIGN (T PICAL)
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 4, r ,. y wy., qR ,s , PER GP
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE �CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER ARLE R. CRBIN
RCE PATE s4$9 CO 0 o-, sa e " ;? DASHED LINE REPRESENTS XISTING DRAINAGE SWALE/DIRECTION (MIN 1%)
f M ' t • vex t' ,+ , i f x. 1 ;: °l �1 i l-''�rr�-Z 1
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SOUTH AND GEOTECHNICAL CONSULTANTS f ,i ,1, i _ k� 6 ��
GROUND CONTOURS (TYP ) _ _
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 1238 REENFIELD DRIVE SUITE A -- �' - -" CENTERLINE
OPERATION. EL CAJON, CA 92021 1 � i � ' � ;,, PROPOSEO ACy4_ `, M'.r ) - PAVEMENT
(619) 442-8022 ' 1! �/ CL,. I _BAS .
3,. AC.°ON •4.. f'`` q : V ,. GE OF ... _.,__
/ z ` ORDTECT EX STING EXISTING E
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING JOB N0. 147A23 � lVi` �® , ti: - S34 °49' 4'E"f20
70 tr CENTERLINE -
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL �4 WA"fER MAIN � ', ® ® ®�
4F �Oc „I PLACE ,r F; ; `1 '} X:•
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE CA N' 2.75:1 CUT SLOPE MAX.
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9005-G ' `l '
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE ` ' • � .: �6-� �'. « `S�o -
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS
PLAN" . THIS STATEMENT 'SHALL BE FOLLOWED BY THE TA FEND ER F WORK �' � Nj 2.75:1 FILL SLOPE MAX.
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES PROPOSED WIDE , , z ' " EYfSFING P �
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER ASPHALT D IVEWAY r �'�• BUF .DT G EXISTING
GAS MAIN
SUCH GRADING OPERATION. _ < 4
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE AND APRON= PER $ , , "TO BE� REMO D A6E
o
ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK SDRSD DS, 7 }. . , ,fl >;. l
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS f rt '
/ 3t /" i EXISTING WATER MAIN
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT t ''x" ""'f"
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR STIN SEWER ,LATEAA"L 1°
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS ° "` {
S AND COMPACTION OF TRENCHES. HE SHALL REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY TO REMP N I
3 5 / �bN ° ` ,® r EXISTING SEWER MAIN S C
AND BACKFILL � y
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ;f/ DG SWAL ' PER `
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE , I C SET W to EXISTING SEWER MANHOLE J
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, GP 7732-G Q
° ;f.
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS A „
A
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY , -- 2" AC D �i� ° LIMITS
OF GRADING W N0
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 2" AC VERL�{Y; y,} • / , f
i
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES ,� .1 f ,` � N'�; A��a , �, ��:. Ill
1i, ,
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS W IRE " LAY TO SATISFACTION
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, EXISTING F �m ' k' PROPOSED 2" A/C
OVER CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADI G PLANS B, ! r , . .. , OF FIELD INSPECTOR
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCETABLE FOR ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING 1 DR VEWI4K
r' i I f
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ,/l TU11jr_ BM0 ECJ PROP _
THEIR INTENDED USE. THE WORK PERFORMED BY THE ENGINEER.
J EXISTING' SMH ; �. , QfKS� NG5 PROPOSED DRAINAGE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED-' LA COSTA ;TOt
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING � - F
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID / ) r,1 BE HID NED TO II N li F
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE BY. i� O 6 Z bq to OWN'
£+3 j m. rc�°'' �ROPOSED SPOT ELEVATION 2 0 0`
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WAYNE PA FO DAT
`y 4 ASE' MINA r ° t °� .
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT , zh _ 4 _ � h� •, EXISTING SPOT ELEVATION
>> �
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ® ,•' L n/ = � : t� 4 _ " w 44� �0 3-
INSTALLED. eQOFESSjON z �_..__
q r` „�„ r �a 7, h� PROPOSED DAYLIGHT LINE - CUT/FILL LINE %�
�° _
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND HPSG4S�'LIB ° \ ' `� ' � ,
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD S 'G ' r �'
RCE No. 29577 C� , �
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE �? y� O SEE BUILQING'` PL{]N$ EXISTING STORM DRAIN
-- ----- -
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE NO . 29577 m LANDSCAPE ?6a IRAIG TION' ` 2 ri
PASCO ENGINEERING INC. w m t .:.
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL m TO BE INSTALLED •` � ' " " PROPOSED
SETBACK LINE - - -AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 535 N. COAST HIGHWAY 101 EX 03/31�07 �. ' '�
(< , f ~.
SOLANA BEACH CA, 92074 P PRIOR0 OOCUF�A Y' .
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90
(658)259-8212 EXISTING!2" fDOMEST C AT A xS +""" .� ``�i �;r: PROPOSED RIP-RAP ENERGY DISSIPATOR
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO Tq CIVIL Q�� SERVICE,1 1/,B" MET R T BE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT PE 967K 7F OF ZF� D0 V I ED P•R GP ,/732-G`
, .
ACCORDANCE WITH SPECIFICATIONS. PROPOSE WATER :METERS FOR i �,r , ��`` 1 EA.
CAS It tr /r PROPOSED ASPHALT D/W APRON DS-7 0 - a
s PARirEL r& R ,GP773 G --
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ®�NEiR S' �"E�'j'�a �'�T°Ea I - 1 � s
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SEE 6P 77 2-G FOR , s n __ f; XISTING DETENTION
fi
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS ;'' E.YISTX G PRIVATE ;% �� �ASIN� �• " `�� " v
�� ` ' ND TREATMENT
�g ..r e: I '':z OVE LOVE 1: Xa
ROAD, :` UTIL TICS "AND l � ?"BASIN PER GP 7732-G
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO L w °°'< -
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
OFF-9 TE GR DN __,
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THESE PLANS. � ;►` "
6
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A _ .. ",
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR a ( N34 ° 2'04"W 330.987Ft. ;
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES INSTALL•jFRII
RAP (�Px3 x.;5 )
ACCORDANCE WITH THE GRADING ORDINANCE. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF / r I 1EXISTING A T EDGE, O
(T )
THE IMPROVEMENTS. ` f;AND DET TIOA BASIN k GRAPHIC SCALE 1 "=20 '
161 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL t PER GP 7742
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF EXISTING 1 HYDRANT r• E @1G;PI Vt DPAINAGE AND STORMWATER
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR + . ` .• PER GP 773276"! _
�° TREdTEMENT AREA "'I GP 7732-G
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE I EREB E v„ a , ;' ° 'f£ &._Dt�C. 2003 06954 ,REC MAY
28 2003 0 20 40 60
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF OVER ALL GRADING ACT VITY AND ADVISE OF THE COMPACTION ? -�
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND AND TABIL OFT SITE. �� / / 1 � ,' �'� ``'
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
I/IJlly Il/(14,MfD�Fr,(L. �� GRAD�G PLAN INDICATES BIOFILTER LANDSCAPED AREA FOR BEST
LANDSCAPING CITY. OC966 LAUREL BC ROIFORNIANVESTORS LLC DATE 1"=20 ' WITHOUT EPERM�TCi' l THE CITY
OF ENCINITAS. 9% MIN.
_II
1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE STREET: 1796 LAUREL ROAD /OFILICR TO BE y'
W/DE, 6 DEEP Tii AN(,ULAR SWALE-
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PARKS CREA'T'ION DEPT. ENCINITAS DEPARTMENT SAN DIED O WATER DISTRICT LEUCADIA
WASTE WA'T'ER DISTRICT
Lill 1 � �
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. AS &U LT APPROV APPROVED REVIEWED APPROVE 3 'IllR 4- it
Ac OVER 4° GL zr easE (MIN)
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL Q,ec�p 9 / O� BY: BY: BY: 264 BYe f
,G�j�-r 1O
a�
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION w
O
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. R•pp►3Ct� DA70 SECTI®NA®A °N
4,C.6. NO, 29S77 ATE: !01 /_0 DATE: �p DATE: (��L'i�o•1 DATE: (v�Z�'/G� a
/ NTS �j u.�
SIGNATURE VALID FOR 2 YEARS E?
Cu
REVISIONS APPROVED DATE REFERENCES DATE BENCE VIAi2K SCALE DING & E D
DESIGNED BY SRJ DRAWN BY CHEWAP BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. c�®�w