2009-10372 SG (Plans) ORK TO BE DONE
YORK TO 8E DONE 0KNER'S CERTIFICATE -�- ;
M. GENERAL __. _ -
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TU BE DONE IN ACCORDANCE WITH THESE 9OCUMENTS+
L AL YORK SHALL BE DOME IN ACCORDANCE WITH THESE PLANS, NCI STANDARD HE SA DIEG • EROS
MS
FOR PUBLIC V IT IS AGREED THAT FIELD C.`ONDITIONS MAY FE CHANTS TO THESE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS
(LATEST EDITIGIN), STANDARDS SPECIFICATIONS FUR PUBLIC WUMUS WORKS CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN D EROSION CONTROL
PLANS. CONSTRUCTION (LATEST EDITION) COMMONLY REFERRED TO AS THE "GREEN BOOK'. CITY OF ENCINITAS GRADING
AREA REGIONAL STANDARD DRAWINGS: ANY CHANGES OR IREVISIONS THEREFROM SHALL BE E IN CASE EMERGENC WORK IS gFourn + CONTACT OaBNIC IURTECN 760 -ft
-6583 e4 NOUIM
APMVFD BY TIC CITY ENGINEER PRIOR is ANY REQUEST FOR INSPECTION, AND EXCAVATION ORDINANCES AND STANDARDS, STATE
OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
P. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 'BE MADE AVAILADLE AT IILt TIMES It IT FURTHER AGREED T HAT EHE OWNER (DEVELOPER) SHALL
HAVE A STANDARD PLANS (LATEST EDITION), STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS (LATEST EDITION),
P, THE SOILS REPORT TITLED 'LIMITED GEOTECHNICAL EVALUATION, PROPOSED HOUSE ADDITION, IIJRIEGH _CURING TFE RAINY SEASINL ALL NECESSARY MATERIALS SHALL
BE STOCKPILED ON REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR AND SAN DIEGUITO WATER DISTRICT STANDARD DRAWINGS 'FOR WATER VEMLNI
AND I RICADIA COUNTY PATER
_ _ T
SITE AT ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE ]DISTRICT STANDARD SPEC F tcarlONS FOR
CONSIRUCII13c! OF SE
*RESIDENCE, 304 LA COSTA AVENUE, ENCINITAS, CALIFORNIA 92024', PREPARED BY (iEOTEK INC. CONVENIENT LOCATIONS IO FACILITATE RAPID CONSTRUCTION OF i4]PORARY
BEVIES WHEN NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF TIE -
DATED FEBRUARY 1 2009, D ONE UN AC CC RDP �(ITH THE PROJECT NO 3308 -SD3, SHALL BE CONSIDERED PART OF THIS GRADING PLAN RAM IS IMMINENT. IMMINENT.
ALL GRADING SHALL L BE D IMPROVEMENTS. TW �TITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DOES NOT RELIEVE
THE CONTRACTOR FROM `.
-_ IECUddEdD9IIppl COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND C.tJSTS A WITH K IMMVEMENIS
I�I
CONTAINED IN SAID REPORT. S. BEVICES SHOWN 13N PLANS SMALL MOT BE MOVED at 110ffifIFD VITfOUT TW APPROVAL OF FOR THIS
PROJECT. 9k
TS
APPROVAL M THIS PLAN 'LAS NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE '� ENGINEERING INSPECTOR. [HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST HAS �
DF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -0F WAYS. SEPARATE BEEN OR VILL BE RETAINED TO SUPERVISE OVER ALL
GRADING ACTIVITY ONTY -UNIT DESCRIPTION W. I)R�WG. ttGEND �5 ~.
&W ADVISE 13F M COMP9CIO>Al AND STABILITY IJHE SITE
+1• THE ttHNTRACTOR SHAtt RESTORE RLt EROSION CONTROL DEVICES TO WORKING ORDER TO
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPRO PLAN.
4 WRITTEN PERMISSION SMALL Bf 08TAIED FOR AMY ffFSITE SITE 9tADDIG THE SATISFACTION (F THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAIN FALL
33 clY IM 4CMEMT (IA:I MAX)
304 LA COSTA AVENUE
S. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT Z. TW LONIKAL"IOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE ENCIN.ITAS, C& 9 024 33 C.Y. EXCAVATION (1.5:1 MAX)
REQUIRED BY THE CITY
ENGINEER TO PROPERTIES DURING DUE AN INCOMPLETE GRADING DUR GRADING OPERAT ]DING OPERATI
N
IONS ANYTHING DAMAGED O OR UNFORESEEN
- _ --
D AGED OR DESTROYED SHALL @E - / - - -- - --
�tEPLACED OR REPAIRED !U CONDITION EXISTING PRIOR TO GRADING. - _- -
- -- CIRCUMSTANCES WHICH flAY ARISE. - -
��� AMP I. ALL SEED MATERIALS l/
-1> st IW +pR DDMINIC -�- -
.' f>F' iTL Itr;
6. THE IDEVELOPER SHALL BE RESPONSIBLE THAT AMY IIh 0 OR BENCH PARR WHICF1 IS 6, TW CONTRACTOR SH FEE RESPONSIBLE PONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO » -
D ISTURRED OR DESTROYED SHALL BE RE -ESTABLISHED AND REPLACED BY A REGISTERED PREVENT PUBLIC TRESPASS O HAZARDOUS AREAS WHEN IMPOUNDED WATERS CREATE
A HRDOUS -_
y.
CIVIL E NGINEE R OR A LICENSED LAND SURVEYOR, CONDITION - - AT�'MENT OF Tff ENGINEER OF FORK �' "M TO
VIE - =
7, THE CONTRA SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY_ DEVICES, INCLUDING VA THOUT CITY�ERMR Mvuw
INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STALE AND F ALL EROSION CONTROL 7 1EASURES PRaYIND PER TIE AppRaM GRAD111G QIAN HE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE - -- -- - - - -
-- - -
F HE MS
EDERALI SAFETY AND ALTH STANDARDS, LWS AND REULATJ33NS. INCORPORATED HEREIN. ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
AND
PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER -; � �
$• GRAD7FFi AND EtAJIPMiENT OPERATING WITHIN ONE�4ALF C112> MILE OF STRUCTURE FOR S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST WAIN AWAY Fita1
T1,E FACE W THE AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5+30 PA AND 7+30 A.M. CIQR_ SLOPE AT THE COW IISION OF EACH W= DAY, THE RULES
AND REGULATIONS REQUIRED BY THE CITY OF ENCDNITAS IN ITS PROP051� C(>NTDt7R X310 >
UN SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. -CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
-- -
9. NO GRADING 9 SMALL tO MENCE WTIL A PREGRADING PEETIM HAS BEEN TM 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IM PLACE AT THE END IF EACH OCT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
tDNSITE WITH THE FALLOWING PEOPLE PRESENT+ CITY INSPECTOR, CIVIL ENGINEER, SODS
]WORKING DAY WHEN THE FIVE C5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 'SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND
IT THEREFORE TRIES
ENGINEER, GRADING CONTRACTOR AND PERMITTEE• THE PREGRADE MEETING SHALL BE SCHEDULED ; SD.I AND DIHfR DEBRIS SHALL BE REI[3VED AFTER FACI44RAIIFALL
_MT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF .� -__ _ . ,_.__ _ _. _. ___..
- WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-277Q - IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY
AND
OF HpW - _. _ r
SHOULD GERMINATION DROSE M SLMES TAIL TO PROVIDE EFFECTIVE COVERAGE OF HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS. AGENTS,
AND -_
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE STABILIZED E MPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM ,
'SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO RECEIVE APPROVAL FROM THE WITH PUNCHED STRAW INSTALLED M ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND I THE NEGLIGENT ACTS. ERRORS. OR OMISSIONS OF THE ENGINEER AND HIS/HER
CITY ENGINEER FOR THE PROPOSED H CONTROL "BE" ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL SHOUT BE" OF THE TTATE OF CALIFORNIA
~.
1�iTLii9IONS AND REQUIREMENTS THE CITY ENGINEER MAY p(PUSE WITH REGARDS TU THE HAULING _ _ _ .. _
--- Ca1SFRV9Itt1N AGENTS OR EMPLOYEES ACTING. WITHIN THE COARSE AND SCOPE 13F SUCH
01FRATHIN. E. HYDROSEED AGENCY AND EMPLOYMENT AND ARISING OUT of THE WORK PERFORMED BY THE
- 11. UPON FINAL COMPLETION O 111DER THE F THE WORK -- - - - - -I. HYDROSEED SHALL BE APPLIED TO ALL SLOPES THAI ARE GRADED SAL - -- �NG
INEETR. -
6R 6i - -- - - - - - - -- -- - _ -_ - -- - - -_ -- - - -- - -- - - - - - - - -- - - -
- - -- - - -- - -
r z
GRADING APPROVAL AND /OR FILIAL RELEASE OF THE SECURITY, M1 A8-0RAIIED CERTIFICATION ERTICAU O2 STEEPER WHEN THEY ARE: �A ENGINEERIN INC,
- - - - -
SHALL BE PROVIDED STATING+ 'THE GRADING UNDER PERMIT NO. !0252 -SG HAS BEEN PERFORMER THREE FEET OR MORE IN HEIGHT IN FILL AREAS. - fMY
LIPSKA
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE $• 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS "UT SUBJECT
11T EROSIdt IM J 843 CAMPESINO PLACE
:ATTACHED AS-GRADED a+4
RADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE AND � _ -' THE EROSION RESiSTANi Cl4ARACTER 13F THE MATERIAL AS APPROVED ]IY THE CITY
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES GRADING OPERATION. _ .. - FANS E,�'
- -- - - -
GIAEllt ___ ----- - -_ X760 -4 - 0 U�
r I
12, IF THE GEOTECHNICAL CONSULTANT OF RECORD IS CHANGED FOR THE PROJECT, THE P. IRRIGATION SHALL MAINTAIN THE MOMIURE LEVEL OF THE :OIL AT THE LEVEL
FOR
]WORK S HALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THE DE GROWTH OF THE NYRUSEEDED GROWTH �Y+ � + 1 �
� EXCAVXMN � .: E � 33 .C.Y...... RESPONSIBILITY WITHIN THE AREA OF THEIR TECHNICAL
COMPETENCE FOR APPROVAL UPON CIA EMBANKMENT RAW)...: �... �3 Y.....
r�.........
fAMPLETION OF THE VIRK IT SHALL BE THE DUTY L THE PERNITEE TO NOTIFY THE Ci7Y 1CLEAR AND GRUB I ;... •C-O
-a . .. ...
& M1'DRQSEEDING MIX SHALL CONSIST OF AM THE FOLEn 1F .... T .... .
. t.
ENGINEER IN WRITING OF SUCH CHANGE PRIOR T11 BE R EC UOLUCENU T OF 9RADINFa a< TEE MIX SHALL CONSIST OF NO LESS THAN]
PAVEMENT / HAR SCAPE
N. NOI it ICA I ION A. 20 LBS, PER ACRE O I
..... O C Y ... ..... ...�...
F ROSE CLOVER • - 'TOTALS:.. r .3 C.Y....... 33 C.7 .:.....
I H
I. THE EXISTENCE AND LOCATION UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN O $. 20 LBS. PER ACRE OF ZORRO FESCUE
N S�1L�7 G1Ytr S 1.�,�111'1C�1L, Ldp f; ...........
THESE PLANS. WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFOIFNICA .JOHN
DRAKE, A REGISTERED ENGINEERS IN THE STATE 9F CALWORNQA, ^ ,
0OWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON SE "S. �yJB :p• 4 LBS. PER ACRE OF ACHILLEA NILLEFOLIA PRIHEIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL GRUB
CERTIFY
E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) IMT A SAMPLING AND STUDY CIF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
THHE ' EARTHWORK W*NTITI VMDWW "1'ifERE' CAL.CMATED BASED DN THE
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY F. 1/2 LB. PER ACRE OF DIMORPHOLECA MADE BY ME OR UNDER
NY DIRECTION BETWEEN JANUARY 1, 2009 AND FEDRUARY 11, 2009 PRISMOIDAL (C,ON?TOtJR SLICkl METHOD: E QUANTITIES INCLUDE
EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR
G ITEMS C, D, E, AND F T - 1CO NCRETE MJI1 DINGS AIDS, TREET EMENT AND ASE tRAW) VQLUMdES.
-
' , OF SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
WITH MHY ___ - -__- - -- - --
- RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES AREA BEING HYDROSEEDED IS NOT VISIBLE FORM EITHER A P UBLIC STREET OR
RFSTDFNTTAI RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. THE EARTHWORK QUAN�ITIESHOWN�0 NOT ACCOUf� F R THE IMPACTS
OF UTILITIES AND JIOTIFWATIOM STRUCTURES. FURTHERMORE N
PRIOR TO ANY EXCAVATION, FOR YERIFICAIION AND LOCATIONS , I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
OF THE FINAL EARTH MOVING,QUANTITIES THE L
E F•OLJ�WING ITEMS. . w
HOF COH�HT OF WORK, H. ITEM A OF THIS SUBSECTION MUST TO INOCULATED WITH A NITROGEN FIXm BACIEBIA AMID (RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT Fat THIS PROJECT NAVE --kTl
�
- - 4/W RO
PLIED DRY EITHER BY DRILLING at BROADCASTING BEFORE NYDSEEDING
4L SEVER - LEUMM WPM " tIfISTRICT+ 7-75�_15� -- NCatPOfl1►iED IN PLANS ACID SPECff1CJ1T = - 3tiEt; "tat OPORIE4D
RR1f�RiAt
SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS R) RETAINING WALL RAWILL, MATERIAL
B. GAS 4 ELECTRIC -SAN DIEGO C�l1S 1 ELECTRIC, 800- 422 -4133 WITH THE CALIFORNIA DEPARTMENT OF RED AND AGRICULTURE CERIIFICAIDAI LAG ATTACHED
C MR" �" = r!""'� -- - _ 3) SPOIL MATERIAL CREATED�!!3M PIPE TREFICFMG `
E. WATER - SAN DIEGUITO WATER DISTRICT+ 760 -E33 -2709 - - - - ---
TO, OR PRINTED ON SAID CONTAINERS. N A�RAKE tiE 285 IMO E. p1 f CEG 1142 4) PLACEMENT OF LANDSCAPING
T SOILS "' • '
D. TELEPHONE - PACIFIC BELL 760 - 489 - 344 . 1 1 NON PHYTO -TOXIC VETTING AGEWIS MAY ADDED ;II TIE D SLIIARY AT THE FxPTDCQ. �_
r�oroc 10
CABLE TV - COX CABLE -76 - IJIISCRETIDN a THE CONTRACTOR.
GEOTEK INC. - - I m CLINTRAC IIIR 1 E BATE EARTHWORK QUANTITY
P. CONTRACTOR SHALL IaTIfY THE CITY ENGINEER'S OFF
2. TYPE I MULCH APPLIED AT THE RATE CF NO LESS THAN Pft LIPS. PER ACRE. TYPE 5 V r a O�NEER /p
k ,
10E 4g !QltS PM 10 /EGIICIQIpG App 1384 POINSETTIA AVENUE S�IIE A p�' e�
VISTA CALCULATIONS PRiUR TO BIDDING AND SFHALL BASE HIS/HER BASE 81D
TIWOW( OR THIS PROJECT. PRIM, (619) 6332770. MULCH (STRAV) MAY BE SUBSTITUTED, ALL at PART, FOR HYDRAULICALLY APPLIED TIBER �,
� E o EXCLUSIVELY ON' HIS /HER OW`N COMPUTATION,
MATFJt2 AL WHEN STRAW IS USED IT I1JST BE ANCHORED TO THE SLOPED BY 1ECHANICALLT
CA 42
081 0 - - -- -
_
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR DVSPECTIOM TNOU PH4aE+ t619> _ - -� NO LESS THAN 30X OF -THE STRAW
INTO THE SOIL - -- - TELE+ 760- 599 -0509
v � MwH4=
p
,•� � } -- - -- �+ ��((�
- 633 -2770, ALL WORK VIT BENEFIT 13F INSPECTION WILL BE SUR IF I TO REJECTION AND PROJECT tE. 33DB - SD3 QQOFESSIp4
LFMElJli R 11YG - _ __ -- - __
t titADl APPLIJ;II AT PC RATE OF 500 LBS. PER ACRE .
"OVAL - -- -- � TILILER CORMSTING 1F AMMUMP M RESPHATE St1 FM, t6 -2D4, VITH 15 - - Qu o p q�F * �-}_ -� A -__
-- -- - -_ -
REMOVAL AND RE PAC}ICkI . ......
03 r .0 Y ........... ................ , .......
. . N .
pG y P z ���OFCA ' R W k
1. ALL GRADDNG SFIALL 11E OBSERVED AND TESTED FY A QUALIFIED SOILS ENGINEER OR UNDER N
BAC
HIS/HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND AREAS TO BE NTMOS� D =1 BE PREPARED PRIOR TO MYDRUSEEDI 9
tt ~ a pe
COMPACTION OF FILLS AND KFI AND COMPACTION OF TRENCHES. 1E/SHE SHALL SUBMIT A, 1. ROUMT THE SURFACE TO BE PLAM1 n 8Y MY OR -DHBINATIOI
OF+ • 4� F paR'`� -
'SOILS REPORTS AS REQUIRED AND WILL OF AN
LL DETERMINE THE SUITABILITY Y FILL MATERIAL A C
UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT OBSERVATIONS AND TRACK WALKING SLOPES STEEPER THAN 6+1. OF
TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER OPINION, ALL EMBANKMENTS AND B. RI PPING AREAS THAT WILL NOT BREAK UP USING ITEM 'A' ABOVE.
EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS MID
' THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FDR THEIR INTENDED USE If DING THE SAILS SD THAT IT IS SUITABLE FU
JXGAL DESCRIPTI01T:
R PLANTING BY+ PRJ2/FCT �fTF
CA ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A BUT !ffiT SATURATED SEED 1pORTIDN OF LOTS 7 AND 8, BECTON
?.3 T1q5, BI.W
t. THE CMITRA:TOR TMt PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE BED. s� tBY W, CITY
DEIQTAS,
. ,
JftTN4GE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND B. THE ADDITION OF SOIL 1LMEMDMENTS, pH ADJUSTMENT, iEACNBKi at CoVERIMG
SALDIE SOILS P �
AIVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISH WORK IN THE SITE AND SHALL TAKE 'JI,O MVIDE VJADLE COf+WITIONS Fiat FIR w GAS �
Z � EOUNTY OF SAN EWI I TAS D)F CALITI�A
OF
REMEDIAL MEASURES TO PREVENT EROSION FRESHLY GRADED AREAS UNTO_ SLCIH LINE AS 06-8" (PERMANENT DRAINAGE AND
EROSION CONTROL MEASLES HAVE SEEN INSTALLED WBROSEEDED AREAS SHALL WE MAINTADED 'M PR0VrbE A VTMROUS GROWTH IU TD_ TW c 5
�5'ITE ADDRESS
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION AND RECOMMENDATION SET FORTH [N THE
2. ALL AREAS TO BE fILM SMI BE PREPARED PRIER TO PLACEMENT OF FILL AND FILL SHALL PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING
IS THE I V'
PERNANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. X04 LA COSTA AVIENUE .
.e
� NCINITAS 'E$ 9ana
- -.
]GEOTECHNICAL REPORT. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED - - - - .,c�C
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED, LOOSE AND
DESICCATED NATURAL SOILS SHALL BE REMOVED TO COMPETENT MATERIAL AND OBSERVED BY T �n ��(J•""_
GEOTECHNICAL ENGINEER. THE EXPOSED SUILS SHALL BE SCARIFIED TO A DEPTH OF 12' AND
BROUGHT TO ABOVE-OPTIMUM MOISTURE CONDITION, AND RECOMPACTED TO AT LEAST 90 PERCENT OF
THE MAXIMUM DRY DENSITY AS DETERMINED 1$Y THE MOST RECENT _V ERSION OF TIE ASIM IH-1557
OR AND APPROVED ALTERNATE STANDARD.
4µ
4. CUT PM FILL SLIfPES SITARS BE MIT AND T1tIMMED TO 1'IM1I1Ti GRAM TO PROM SMOOTH �
SURVEYS AND UNIFORM CROSS SECTfONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
$H
ALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT
W A MEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE M E�4 S CALE
ATTER EXPOSED FR *m � ^y��ZDPER
OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 111Y1/
- REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN - DOMINIC AND JULIE BURTECH
s'
ACCORDANCE WITH THE GRADIW ORDINANCE. '304' LA COSTA AVENUE
WISH, ALL TREES, SH, GRASS, AND OTHER OBJECTIONABLE LATENT]_ S}MILt BE COLtt:CTED, ENCINITAS, CA
92024
-
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