2004-1533 G (Plans) WORK TO BE DONE
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� . GENERAL D. 'EROSION CONTROL ENGINEER OF WORKS AS BUILT CERTIFICATE ', "'�,
R N f. IR CASE E F� VGORK is RELIUiREO, COFITXCTERtt'TWIL1G15 7th 9100 (CELL PFiOFiE Lao.) I[ R x L DAVID A ASIICROFI HEREBY DECLARE THAT THE
PREPARATION OF THESE AS BUILT DRAWINGS AND THAT THE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC �
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY PIFORMATION SHOWN IS BASED ON ACTUAL SITE INVESTI TIONS
AND SURVEYS OF THE IMPROVEMENTS
R. ,.
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN OEM e � o � As
o -- - MEA�,ON. ALL NELSSARY #AATERIIILS SHALL #!E STOCiOPIL ED ON ATE AT CONINEAITLOCA7l001S TOFlIATE _ - -_ - BETWEEN THE DATES OF // / AND
- 3I TO THE BEST OF MY KNOWLEDGE AND -_ g -• j':tt+". " ` -
G AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY IMIN
iY IRAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS MENT. EXPERIENCE THE INFORRMATKDNI SHOW ON THESE PLANS AN ACCURATE REPRESENTATION
OF INIE 3 V
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. l
. THE SOIl3 REPORT TITLED LIMITED SITE INVESTIGATION PROPOSED 9MiOL£ FAMILY RESIDENCE 1699 HYMETTtlS O- DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING AS -BUILT CONDITIONS. er
.�,
ma f VENUE, APN: 254-262 -22 CITY OF ENCINITAS, CALIFORNIA PREPARED BY EAST COUNTY SOIL CONSULTATION AND ��' } e
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO W)ORI0N1G OIL TO THE SATISFACTION OF g' O , - �
INGINEERING, INC. DATED OCTOBER 30, 2003 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL j
g GRADING HALL BE GONE IN ACCORDANCE WITH THE tRECOMME T10NS AND SPECFiCAT10NdS CON EO IN SAD THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
1 ASHC _ y
DAVID CROFT PE . ACE C47024 EXP. 12/31/ DATE
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RR s€E�YS0 -_ - RESPONSE To RF.�I)EW
71�tRp PARfY _, J433'!q A EAST iouNTy Sous GoNSOS.nnoN, !l/ 1 9 / oN $. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE GTY � r r .«
REPORT.
R>roFa• -��o L.so1FGW)u X18! 1MF4+rs ypu+s ltg5 e 4 s , f N4uAEE10Nfa -toNS �►la lallo�f 1 �30 f o� DER OUE TO MI INCOMPLETE GRADING OPERATION OR UNFORSEEN CIRUMSTANCES
WHICH MAY ARISE. * ^ ` !►
q
3. APPROVAL OF THIS PLANS DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE i
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF- WAYS. SEPARATE APPROVALS AND PERMITS FOR FLOOD STA M E NT : r
•. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TALE NECESSARY PRECAUTIONS TO R1�VEHIT PUBLIC t ?
TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. #
it THESE SHALL REQUIRED IN CONXICTION WITH IMPROVEMENT PLANS. -- -- - U -VEYO- - - - - - fsVto
-
T. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED 1, DAVID A. ASHCROFT, PE A REGISTER CIVIL ENGINEER/SRR,
HEREBY CERTIFY THAT ERIE PAD STR Tl1JRE$
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. . : - ; s ° � �► )
IAA ERTfES
HEREON. SHOWN ON THIS AS40MT GRADING PLANT HAVE BEEN VERIFIED BY ME AND THAT SAID ELEVATION ARE AT OR
6. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT Af)JACI= S r
x DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO S. GRADED A AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
IILOM AT THE - ABOVE THE BASE FLOOD ELEVATION SHOWN ON THE FLOOD INSURANCE RATE MAP OF THE COUNTY OF BAN )} ; ,R , . "
°1 CONDITION EXISTING PRIOR TO GRADING.
T CONCLUSION OF EACH WORKDAY. DIEGO.
a #r O
9 t 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN T
. -THE DEVELOPER SHALL BEREPONSIBLF11MI#NYXIONLIMENTOR MARKWHXMISDISTL�DOR
IVE( 5) DAYS RAIN PROBAOCITY €ORECASIEXL3EEDS €i/RTYPERt:MTtW'%4 - SILTANDOXHIERDEBRISSHALI.BE 840
DESTROYED SHALL BE RE -ESTABUSHED AND REPLA BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND -
REMOVED AFTER EACH RAINFALL.
SURVEY
- '10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED 6LO�PES 90 AVID ASHGROFT PE. . TICS 047 24,XP.
12/31/05 - - -- SATE r .
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLIlDI1G SHORING, AND 4 ( � !
1 7 15 THE SLOPES HALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN --- - - - - -- - -- -- - -__- -- - - - _
„ W ° • ' 3
- SHALL BE REPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SWETY AND HEALTH STANDARDS, !16 COVERAGE) PR OR O NOVEMBER ER VE B S
TAWS AND REGULATIONS. WITH SECTION 35 W3 OF THE EROSION AND SEDIMENT CONTROL HAN CIRC K OF THE STATE OF �
CALIFORNIA DEPARTMENT OF CONSERVATION .
OWNERS CERTIFICATE
S. GRADING AND EQUIPMENT OPERATING WITHIN ONE41N.F (i/Z) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY _ � ' -•
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 6.30 PJM AND 7.30 AIM. NOR ON SATURDAYS, SUNDAYS AND CITY E. ERICH WILMS, AS OWNER/DEVELOPER OF THE PROPERTY
DESCRIBED HEREIN ACKNOWLEDGE THESE PLANS
s ".r 4 s*
]RECOGNIZED HOLIDAYS.
HAV BEEN PREPARED AT R11' DIRECTION VlarrH ILLY FULL CONSENT. t 1'ULLY t1NDERSTAND AND ACCEPT THE E 1 V ".:•;
d
E. HYMOSEED , .
B. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE TERMS AND CONDITIONS CONTAINED HEREIN AND AS ATTACHED
BY REFERENCE ON THIS GRADING PLAN. IT IS " "'' y#
- - --
_ -- -- - _ _ _ _ _ - - GREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER. GRADING CONTRACTOR AND ) � T <� ; .
A REGISTERED ENGINEER MAID` SUCH CHANGES ALTERNATIONS OR ! eb IFS)
PERMITTEE. THE PREGRADE MEETING 614ALL BE SCHEDULED WITH THE CRY AT LEAST 46 HOURS IN ADVANCE BY pYMiEWOEVELOPER SHALL HAVE t GIS CIVIL
a y y j " - }
CALLING (619) 6332770• f . HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR ADDITIONS TO THESE
PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE O'iIL4 YahooI ilc t2H7103 Ne atiopT solo IRS TECH
W. PRIOR TO HAULING DIRT OR C01I8710UCTION MATOWLS TO ANY PF0POSED CONSTRUCTION SITE MRTHIN TM I tTFEPFA WHEN THEY ARE: PROPER COMPLETION OF THE
IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED • . THREE FEET OR MR E IN HEIGHT IN FILL AREAS.
SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT-OF - WAY VATHIN 60 DAYS AFTER ISSUANCE OF THE T
d ":U
THAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY b. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS 61.6PE fS
MT 9USJEa 1 D + ` HCONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL �
IMPOSE WITH REGARDS TO THE HAULING OPERATION. EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE (MATERIAL AS APPROVED (COMPLETED, IRRESPECTIVE
AND M)F- P 2F ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR
1. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PEf WRR BUT PRIOR TO FIML GRA0IN0 APPROVAL BY THE CITY ENGINEER . UNDER MY CONTROL.
Y i C 1 Iy 1 { T MAP
-- - -- _,.
AND/ OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING R. IRRIGATION SHALL MAINTAIN THE MOISTURE BEVEL DF TTIE SOIL
AT SHE OPTIMUM (EVEL FOR h1E SAOITTN
UNDER PERMIT NO. 1533 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING OF THE HYDROSEEDED GROWTH. BY: �� ✓ it
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FALLOIMED BY TIEDAIEAND 3. HYDROS EEDI MIX SHALL CONSIST OF ALL THE FOLLQIdINSa:
-ERIGH WILMS,T_ ovmt Of - Wt tw u E W %4 *4 LJUn1 Sea" Lf u/e l GATE
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 1. SEED YIX SHALL CONSIST OF NO LESS THAN: 11098 HYMETTUS AVE.
H. 760 598 - 9100X16
D. NOTIFICATIONS DATA A `
4t. 20 LBS PER ACRE OF ROSE CLOVER. EEUCADIA, CA 92024
b. 20 LES PER ACRE OF ZORRO FESCUE. } P ( _- PROJEC t
4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY F WE AM STRUCTURES SHOWN ON THESE PLANS C . S LBS PER ACRE OF E SCHOOL CIA CALIFORNIA.
!, z
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING d • 4 LOS PER ACRE OF ACHILLEA MILLEFOLIA. TATEMENT
OF ENGI NEER OF WORK
Ie. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) . ZO NING
UJ '
UTTES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS RREQURED TO TAKE DIE - +' m�
In x
(PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT f • 1/2 LBS PER ACRE OF DIMORPHOLECA. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
S. 'ITEMS C 0, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS ZONE
#S THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES ' GENERALLY ACCEPTED STANDARD AND PRACTICES OF THE
ENGINEER'S TRADE OR PROFESSION. THE ENGINEER , ,• �'� c r ,
*'?E THE AREA BEING HYDROSEEDED IS NOT -VISIBLE FROM EITHER A PUBLIC �� ITT' - - �'r - -3.O 9.It.--
PRIOR TO ANY EXGAYATIS2N FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT RTHER AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE IN ACCORDANCE WITH THE RULES AND
STREET OF RESIDENTIAL STRUCTURES. NET LOT AREA s 14 500 SF
)REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
OF MOW:
• . SEWERS CLEMUnA DATER DISTRICT) >ISO- 7S3 -OtS5 fa. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING VERFORM®
BY THE CITY OF ENCINITAS N ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLAINS PREPARED eY THE LOT WIDTH a 80 FT
- - BACTERIA MOD APPLIED MY AITMEJI SY MU IMS OR MOADCASTINS -:107 OEPTN - -- • 100 FT -
D.
IS & ELECTRIC ( SAN DI EGO GAS E ELECTRIC) 800 - 411 -7343 ENGINEER G NOT A OATERMINATRON BY THE CITY OF ENCINITAS OF THE TECHNICAL
SUFFICIENCY OR AOEQIIALY
C. WATER (SAN OIEGUITO ViATZ16 `! (ISTRIOT) 760 -633 -2770 HYDROSEEDING' �_ - OF THE PLANS OR DESIGN, AND IT THEREFORE DONE NOT RELIEVE
THE ENGINEER OF RESPONSIBILITY FOR THE SETBACKS FRONT TARD a 95 FT
f. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
A. TELEPHONE (PACIFIC BELL) 500 - 310 - 235tH Puws OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD
SIDE YARD - INTERIOR . 10 FT
e. -ABLE N DIMENSION C 18 b98 -b666 S TAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AG RICUTLM THE CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS AND EMPLOYEES FROM PROPERTY OAMAGE OR S IDE HARD - STREET _ # -A0 FT
f. SEPTIC (COUNTY HEALTH) 800- 253 -9933
CERTIFACTION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS
OF THE ENGINEER AND SIEAR YARD a 66 FT
. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY HISIHER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE
OF SUCH AGENCY AND EMPLOYMENT HAT L EGAL a 35% ALLOWABLE
,2. CONTRACTOR SNALL NOTIFY THE C "YL�INEER'S OFFICE 0"OURSPf*MTO EGMMNG ANY WORK ONTHIS AT THE DISCRETION OF THE CONTRACTOR. 1,Nip OUT
THE OBY 1B. LEGAL DESCRIPTION y
PROJECT. PHONE: (619)633 - 2770. - - It. TYPE I MULCH APPLIED AT THE RATE OF MO LESS THAN 2,000 LBS PER ACRE. TYPE 6 �
♦� _
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (619) 633 -2770. ALL WORK MULCH (STRAW) MAY BE SUBSTYTi>TED ALL OR PART, FOR HYDRAULICALLY
APPl2� FIBER 4 x '� \7 ' THE NORTHERLY 100.00 FEET OF LOT 131N BLOCK B IN SOUTH COAST PARK, IN THE COUNTY
MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 1775, FILED IN THE
PERFORMED WITHOUT BENEFIT OF INSPECTION WNm.I SE SUBJECT TO REJECTION( AND REMOVAL DAVID ASHCROFT, PE . RCE C47024 XP 12 /311 O5
DATE
PUNCHING NO LESS THAT 60% OF THE STRAW INTO THE SOIL. +OFFICE OF THE COUNTY (RECORDER OF SAN DIEGO COUNTY, JAN.
11, 1924. EXCEPTING �x
C. GRADING S. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 46 -20 -0, WITH 15% SULPHEKi THEREFROM THE WESTERLY
100.00 FEET. TOTAL PROPERTY AREA 20,078 SQ. FT. (0.461
I n
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOU A ENGINEER OF UNDER HISIHER DIRECTION. APPLIED AT THE RATE OF 600 LBS PER ACRE. AREAS TO BE
HYDROSEEDED SHALL BE ENGINEERING CONSULTING GROUP ACRES) ASSESSORS PARCEL NO: 254
p }�
HE/SHE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACTtFILLS AND PREPARED PRIOR TO HYDROSEEDING BY: 437 S. HWY 101,
SUITE 202 C. SITE ADDRESS
4. ROUGHENING THE SURFACE TO BE PLAITED BY MY OR A GMUNATIN OF
SOUWA BEACH, CA930T5
COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE s. TRACK WALKING SLOPES STEEPER THAN 5:1. P: (858) 259
-4711 IM HrYMETTU.S AVE `
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/ SHE SHALL STATE THAT b . RIPPING AREAS THAT WILL NOT BREAK UP LISTING ITE'II *C ABOVE.
OBSERVATIONS AND TESTS WERE MADE BY HIMINER OR UNDER HIS/HER SUPERVISION AND THAT N HHISIHEII OPINION,
ENGINEER'S JOB N0.031014 ! EUCADIA, CA 92024
ALL EMBAKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS . CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING
BY: D. OWNER/ PERMITTEE `
AND THAT ALL EMBANKMENTS AM EXCAVATION ARE ACEPTABLE FOR THER INTENDED USE. I. SEED BE D. THE SURFACE solL MDIS TO PBOYIDE >!, DAR1P OUT l�r sATI1sAr1:D
SOILS ENGINEER' ERICH WILMS
i2 S CERTIFICATE - I I
r . THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSMW D AND SEED BED . w,
s
PREVENT PONDING OF WATER. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING_ WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING - #AST COUNTY 301E CONSULTATION AND ENGINEERING. INC. A fEOISTERED CtY1L ENGINEEMNG FINIYI N THE STALE M6IN HYMETTINB AVE
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. '
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF O t F CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT .E UCADIA CA 92024
IRYDFR05EEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TIRE PRGREL'T IS s,
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSIONS CONTROL MEASURES kEAV€ 4% SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY OUR FIRM OR PH. (760) 598 - 9100 X16
BEEN INSTALLED.
PERMANENTLY LANDSCAPED D FOR AREAS WHERE HYROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL HE ROURDIRECTIONBETWEENTHEDATES SEPTEMBER
17, 2003 AND OCTOBER 30, MW .ON_COMPLETECOPY IE� TOPOGRAPHIC SURVEY SOURCE
' '
PRJECT IS t�IdPJ.ETFQ AN ALL SECURITY BELEIEQ.
-S. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH OFF THE SOILS REPORT COMPILED FROM THIS STUDY
WITH OUR RECOMMENDATIONS, HAS BEEN SUBMITTED TO
STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE THE OFFICE OF THE CITY ENGINEER (REF 03- 114784).
FURTHERMORE, WE HAVE REVIEWED THESE GRADING PLANS TOPOGRAPHY PER FIELD SURVEY BY JOHN E. HANK, PLS 6165 ON OCTOBER 5-9,2001;
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AN D ALLUVIAL BOILS SHALL 15!!NV O Ill M G Ill 1 AL DATA AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PRQ,LECT HAVE BEEN ;per BY MR. ERIC" WILMS. THIS SURVEY DOES NOT INCLUDE ANY UNDERGROUND,
BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARFIEL TO A DEPTH OF 6' AND PICORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS REPONSIBILITY TO PLACE, I • STEEPEST EXISTING NATURAL SLOPE ON -SITE a 4.1:1
S UTILITY, SETBACK, OR EASEMENT INFORMATION. HORIZONTAL CONTROL COORDINATES y ESTABLISHED PER RANDOM- TINE COORDINATE SYSTEM.
'SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. R. MAXIMUM VERTICAL DEPTH OF CUT a 8.755 � 0925 HARTLEY (CAD,
CO NSULTA T ION AND ENGINEERING, INC. Mot 8 O SHEET INDEX
r Y ,
L. CUT AND FILL SLOPES SHALL BE CUT AND TRIIMNMED TO FI ISH GRADE TO PRODUCE SMOOTH SURFACES AND S • MAXIMUM VERTICAL DEPTH 4F FILL ED
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBAKMENTS SHALL BE SHAPED, PLANTED AND 4 • AVERAGE DEPTH OF CUT a 2.7 FT SAdTEE, CA 92071
IN'!Ml34071 m �HEET NO. DESCR I PTION
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, b . AVERAGE DEPTH OF FILL • 1.3 FT P: (619) 258
-7901 •a-% -V
_)ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ! ENGINEER'S JOB NO. 3114764 * a
TITLE SHEET
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THIS TOE AND TOP OF ALL SLOPED SHALL BE ROUNDED N EARTHWORK: - fir „ _ IVIL
- 1aRADIRG AND DA/IIRAGE PLAN
�t1
� ACCORDANCE WITH THE GRADING ORDINANCE. CUT a 1412 CY _- a ; it. ' �M OF•(;ALWF EROSION
CONTROL PLAN
6. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE FILL B8 CY _ _
a MAMADOU SALIOU DIALLO RCE: 0054071 EXP. 12/31 /08' ' DATE
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEA VIE THE AREAS THAT HAVE BEEN CLEARED WITH A IMPORT a 1374 CY
-
- -- -MEAT AND FINISHED APPERANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALLSE _ -:- _- - IARDSCA'E AND SLAB & RU CY
4,
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. NET IMPORT a 1118 CY
-- - - - -
- - - - -- -- �OTESS /� N
- - - 5'D . W .'0 . ETAS � DEPT. QTY HEALtt+
T- -
- _ �!k 47424 ENGINEERING +
CONSULTING
f
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tY1V
- - �f OF CAI lF G
- 737 S. Tfg? wad lOt, SutFe 1A2 5i Tena $, t`a1PT $dP1S
- - - - -- - I G 1•Cr E EXPIIO ZYts I=RON ARX A REVIEWED BY REVIEWED DATE
- T•«
-- 'I': 858.259.4711 F: 858.259.5732 �mw
REVISIONS IAMVB DATE REFERENCES DATE BENCH MARK SCALE PLANN'G & BUILD'G DEPT. - DESIGN BY DRAWN BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERIN DEPARTMENT DRAWING NO.
j D. Ashcroft N.Z. D. Ashcroft
COUNTY OF SAN DIEGO BENCHMAR OC ����'At (� A,
kV1`XJI�I _ �D • 0141; DISC ALONG THE EASTERLY
PLANS PREPARED LINKER S SIGN OF RECOMMENDED _
T O �iRAD1NL
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