2004-9192 G (Plans) ENVIRONMENTAL NOTES: LEGAL DESCRIPTION --
NOTIFICATIONS HYDROSEED NOTES LOT 16, BILK 105, MAP 1547 - CARDIFF VISTA
7GRADING NOTES 1 . THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 21% FILED IN THE OFFICE OF COUNTY
RECORDER
(EXCLUDING ANY EXISTING MAN MADE SLOPES) . SAN DIEGO COUNTY, MARCH 18, 1913.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES E. HYDROSEED.
be
EGO AREA
WORKS AND STRUCTURES SHOWN - ON THESE PLANS WERE OBTAINED BY A hall a to all slopes that 2• THE MAXIMUM VERTICAL DEPTH OF
CUT IS ! FT AND THE MAXIMUM
THE STANDARD SPECIFICATIONS FOR PUBLIC SEARCH OF AVAILABLE -ON TH S. T THE BEST OF OUR 1. Hydroseedingg s lied VERTICAL HEIGHT
OF FILL IS ! FT A.P.N.: 260 302
CONSTRUCTION, THE DESIGN CONSTRU AREA REGION REGIONAL OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN are graded 6:1 (horizontal
) AVERAGE DEPTH VOLUME OF CUT (C. F.) 1.15'
CITY OF ENCINITAS AND THE SAN DIEGO FROM ON THESE PLANS, HOWEVER: to vertical) or steeper when they are: 3.
STANDARD DRAWINGS. ANY C HANGES OR REVISIONS THERE a. Three feet or more in height in fill areas. OF CUT AREA OF CUT (S.
F. A. _ ) ►SITE ADDRESS
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY b. Five feet or more in height
in cut areas unless
REQUEST FOR INSPECTION. MEASURES TO PROTECT ANY S b' ect to erosion dire to the B.) AVERAGE DEPTH = VOLUME OF
FILL (C. F. _ !. 25'
EXISTING UTILITIES OR STRUCTURE slope is not su 1702 GLASGOW, ENCINITAS, CA 92007
erosion resistan character of the material as OF FILL AREA OF FILL (S. F.
2. THE SOILS�}EPORT TITLED " LIMITED GEOTECHNICAL EVALUATION
L OCATED
ESPONSIBILITY RESPONSIBILITY THE NS S IBILITY TO approved by the City Eng ineer. 6WNERR1P
FOR PROPOSED MARTIN RESIDENCE 1702 GLASGOW AVE CARDIFF, CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 2. Irrigation shall maintain the
moisture level of
CALIFORNIA" PREPARED BY LOTUS CONSULTING ENGINEERS, N the soil at the optimum level for the growth of
INCORPORATED DATED OCTOBER 20, 2004, SHALL BE CONSIDERED AS A EOFPUTILITIESNANDXNOTIFICA� R VERIFICATION the hydroseeded growth.
RO AND KYLE MARTIN
LOCAT TION
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN 3. Hydroseeding mix shall consist of all the E
CA 92007
GLASGOW
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS following:
WORK:
CONTAINED IN SAID REPORT. A. SEWERS - CW 633 -2770 a. Seed mix shall consist of no less than: OWNER S ' CERTIFICATE
760- 753 -0683
1. 20 lbs. per acre of rose clover
3. APPROVAL OF THIS PLAN ODES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - SDG&E (800)- 422 -4133 - DIG ALERT 2. 20 lbs. Per acre
of zorro fescue
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF 3. 3- lbs. Per acre IT IS AGREED THAT FIELD CONDITIONS -
MAY REQUIRE CHANGES TO
of E school cia californlca ESTIMATED EARTHWORK Qv 5
IMPROVEMENTS WITHIN STREET RIGHT -pjJ - WAYS. SEPARATE C. WATER - SDWD 633 -2848. 4. 4 lbs. Per acre of achillea c 0-f T
PLANS.
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PHONE - SBC (800) 422 -4133 - DIG ALERT 5. 3 lbs. Per acre of alyssum (carpet
o snow)
D. TELE 6. i/2 lb. Per acre of dimorpholeca IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
CONJUNCTION WITH IMPROVEMENT PLANS. d
150 CUBIC YARDS EXCAVATION (CUT) - REMEDIAL GRADING
- 7. Items c, , e, and f of this subsection may REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
150 CUBIC YARDS EMBANKMENT (FILL) - REMEDIAL GRADING
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV COX (800) 422 -4133 -DIG ALERT be omitted on locations where
the area being ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
GRADING. hy- droseedet is not visible from either a ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
0 CUBIC YARDS EXPORT* (CUT)
AAY 2• CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 pub4ic street or residential structures. THE IMPROVEMENTS.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS
5. CONTRACTOR SHALL TAKE ANY NECESS PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS - PROJECT. B . Item a of this subsection
must be inoculated TRENCH VOLUMES OR ANY OVEREXCAVA TION UTILITY
IF j�
TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633 -2770. with a nitrogen fixing bacteria and applied
REQUIRED BY SITE CONDITIONS.
dry either by drilling or broadcasting
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR before hydroseeding.
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ll be transported to GEOLOGIST HAS BEEN O WILL BE RETAINED TO SUPERVISE
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED 9. All seed materials sha (7F WORK.
6. THE DEVELOPER SHALL BE
RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO the jobsite in unopened containers with the AND STABILITY
F THEIVITE.AND ADVISE OF THE COMPACTION
ARE CORRECT PRIOR TO COMMENCEMENT
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE AE- REJECTION AND REMOVAL. California Department of Food and EARTHWORK
QUANTITIES ARE ESTIMATED FO
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER Agriculture certification tag attached to; or PERMIT PURPOSES
ONLY. (CALCULATED ON A
OR A LICENSED LAND SURVEYOR. printed on said containers. ,� ` Z Z THEORETICAL BASIS. ACTUAL QUANTITIES
MAY VARY
C7 AND MAINTAIN ALL 10. Non -phyto -toxic wetting - agents may be added . DUE TO SHRINKAGE OR SWELL FACTORS)
.
7. THE CONTRACTOR SHAL, DESIGN, CONSTRUCT ,SQ�„S ENGIlVEER'S CERTIFICATE to the hydroseed slurry at the discretion of WILLIAM KYLE RT
D
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CC.�� � t1 � QHk�c4nL the co n tractor. REMEDIAL GRADING QUANTITIES
ARE NOT ABLE TO BE
LE FOR CONFORMING TO ALL LOCAL, STATE AND I a,ck,►-n(� -C1 "6 �'�^"'` REGISTERED e rTt ENGINEER IN THE STATE OF b, Type 1 mulch applied
at the rate of no �/� DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
RESPONSIB IL . Per acre.Type 6 mulch �" ? y MPACTION DEPTHS.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SO less than 2,000 lbs.
AND AECO
REGULATIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL (straw) may be substituted, all or part, for-
ATE
2 CONDITIONS PREVALENT WITHIN TH S ITE WAS M DE BY Mf OR UNDER MY hydraulically applied fiber materia
l. When AO ANNA ALVARADO- MARTIN
B. GRADING AND EQUIPMENT OPERATING WITHIN
O NE-HALF (1/) DIRECTION BETWEEN THE DAfiES /o �4 AND /b o ONE COMPLETE straw is used it must be anchored to the
MILE OF A STRUCTURE FOP HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILE
E OM THI SPUD WITH MY slope by mechanically punching no less than
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A. M. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 50% of the straw into
the soil.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER. FURTHERMORE, I c. Fertilizer consistingg of ammonium
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE phosphate sulfate, i6 - - 0, with 15% sulfur
ING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJE}n applied at the rate of 500 lbs. Per acre.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRAD
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE °s" " `�'
L ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. q O, 4. Areas to be hydroseeded shall be prepared
prior o
PRESENT: CITY INSPECTOR, CIVIL NG �,< <` �� V. R����,r� , hydroseeding by:
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIGNED: �'' �`��� F9�c_ a . Roughen in the surface to be planted by any or
-
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN `' �'�
rl , �, a combine ion of:
ADVANCE BY CALLING (760) 633 -2770. ``�' �-�_ `` 1. Track walking slopes steeper than 6:1.
AGE N0.: oe 70.5 •� I
',0. GE0007 3 2. Ripping areas that will not break up using
�� e µ ExP 3 W/W7 item 1 above.
20. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EXP. DATE: 7
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE b. Conditioning the soils so that it is suitable
DEVELOPE SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE .li�� g , ; for planting by:
CITY ENGINEER FOP THE PROPOSED HAUL ROUTE. THE DEVELOPER �'�ee � ��f'T° it�Iz "m i. Adjusting the surface soil moisture to
COMPLY REQUIREMENTS THE -�,UV� provide a damp but not saturated seed bed.
SHALL C WITH ALL CONDITIONS AND REQUIREME y ph
G 2. The addition
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULIN of soil amendments,
STATEMENT OF ENGMER OF WORK - =M
OPERATION. adjustment, leaching or covering saline
soils to provide viable condi - tions for
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY growth.
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OA FINAL THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER Hydroseeded areas shall
be maintained to provide a
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9192 -G FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN vigorous growth until the
project is permanently
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF landscaped or, for areas
where hydroseeding is the
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED permanent landscaping,
until the project is completed
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS and all
security- released.
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS
SUCH GRADING OPERATION. OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT
THEREFORE DOES NOT A GREES TO INDEMNIFY on
-- THE ENGINEER OF RESPONSIBILITY FOR THE PLANS STOR11✓1WATER POLUT'ION CONTROL NOTE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER A on-- s ite Construction Material
Storage
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND Concrete Washout
etc. Stockpiles shall be
par
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
TRE NCHES. HE SHALL HIS /HER Contractor shall establish and use an adequately OR OMISSIONS OF THE ENGINEER adequately
sized concrete Stored materials shall be contained in a secv�e place to prevent Pollutants � l�tk�t� off the sirte� Place tr ash Lens
AND BACKFILLS AND COMPACTION OF TAE THE NEGLIGENT ACTS. ERRORS,
WILL DETERMINE THE AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY washout area to contain washout wastes on site. It
is illegal to seepage and spillage. Contractor shall stare these prodact
AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. wash concrete, slurry, mortar, stucco, Plaster' and the like into where
they will stay any out of the rain. Contractor shall
SUBMIT SOILS REPORTS AS REQUIRED AND
THAT OBSERVATIONS AND the stormwater conveyance system or any receiving water. provide secondary containment far all fuel
stared on -site. Por table � � working checked
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF secondary
GRADING OPERATIONS HE SHALL STATE - the wastaut location.
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT QPpFESSjpNq Contractor shall post a sign designating
WERE -_ Eliminate or reduce pollution of starmwater from stockpiles containment and locate portable toilets
away from stormora
in
IN HIS - OPINION, ALL EMBANKMENTS AND E %� �p �L H l, in
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS g materials inlets on pervious sur
65090 DATE Q p. S,y t�`y Construction Site Access kept on -site. Stockpiles may include soil asphalt c oncr ete,
aggregate bash
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR MICHAEL H. SMITH, All construction debris shall be kept
away from the street,
THEIR INTENDED USE. 535 N. HWY. 101, SUITE G '�� V� '�� �'► A stabilized construction site access shall be provided for
located away from concentrated storYmwater flows and ter, and storv&ain. Contractor must routinely check
~' Z Z ingress to prevent tracking dirt off site. starmd^ain inlets. Stockpiles shall be covered or protected
9
ALL EXCAVATED 858 - 259 -2510 SOLANA BEACH, CA 92075 w N0. 65090 ,;; vehicles egress and in This shall incluafe using material
sucln as gravel and /or with soil stabilization measures and provided with a temporary and clean �p material that may have traveled away from
13. THE CONTRACTOR SHAD PROPERLY GRADE Exp . 09/30/05 corrugated steel panels /plates. sediment barrier around the perimeter at
all times.
construction site
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID Training
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE EROSION CONTROL q CIVIL � Q Construction Vehicles
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MANENT �ZF A specific area away from gutters and starmd^ain shall be Contractors
employees who perform construction h the Cit
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PER OF CA HAVE BEEN CONTACT designated f'' construction vehicles parking
vehicle
DRAINAGE AND EROSION CONTROL MEASURES of Encinitas shall be trained to be familiar with the City of
INSTALLED. 1. IN CASE EMERGENCY WORK IS REQUIRED, refuelirxj and routine equipment maintenance. All major Encinitas starmwater pollution
control requirements. These
AO AND KYLE MARTIN A T (760) 753 -0683. repairs shall be made off -site. B►P notes shall be available to everyone working
on site. The
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND pro own s (s) and the prime contractor must inform
Erosion Control
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD responsibilities.
l s�bco ntractar about stamwater requiremments and their' own
SPECIFICATIONS._ ALL VEGETABLE MATTER AND OBJECTIONABLE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE Erosion control must be pro
vided for all erosive surfaces.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL Sloped surfaces especially shall
be protected against wee M �
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT erosion by installing erosion
resistant surfaces such as
FACILITATE RAPID CONSTRUCTION OF e
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM CONVENIENT LOCATIONS TO
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO TEMPORARY DEVICES WHEN RAIN IS IMMINENT. and banded control mats, adequate gaM cover
vegetatior4 of all
ed fiber matrix Contractor shall be responsible for materials. p ro p erly disposing
HEN COMPACTED TO A MINIMUM OF 90 PLANS SHALL NOT BE MOVED OR MODIFIED waste and unused cornstruction materials. Dumping
of unused
A DEPTH OF i2 INCHES AND THEN E RESPONSIBILITY TO 3. DEVICES SHOWN ON L AID excavation and grading activities are allowed dying or
waste products on the gourd where water can carry them PERCENT. IT SHALL 8E THE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. wet ��, into the conveyance
system is strictly prohibited.
ACCORDANCE WITH SPECIFICATIONS. No seepage from atmpsters shall be dis charged into 5
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES Diversion dikes shall be constructed to charnel runoff araxd
15. CUT AND FILL SLOPES SHALL BE CUT `AND TRIMMED TO FINISH TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER the construction site. Contractor
shall protect charnels against to di vert water Mira stor be pl dwef� be eked
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS AFTER EACH RUN OFF PRODUCING RAINFALL. erosion permanent and tertgparary erasion control
fr fo leaks DjVster lids shall remain closed at all
SECTIONS. THE SLOPES DA EXCAVATIONS AND EMBANKMENTS Fe Drive
measures. times. Dumpsters without lids shall be placed within structures
SHALL 8E SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
Sa
with impervious Hoofing or covered with tarps in Order to nta
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO Remove existing vegetation only
when absolutely avoid rain contact with any trash material.
CONDI TION. �p
TION. ALL STONES, ROOTS AND OTHER WASTE MATTER UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES neces sary Large projects shall
be conducted in phases to
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH AR E WHICH MAY ARISE. avoid arecessary removal of the natural gourd rnver Many
construction materials, including solvents: water -based San Eiiuo Ave. I fw
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED Do not remove trees or sM.bs �urnecessa'iIY they help paints, vehicle fluids,
broken asphalt and eanc -ete, woad and
HALL BE POUNDED IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE d ecrease erosion
PES S v can be led. Non-recyclable materials San Elip Ave.
OF. THE TOE AND TOP OF ALL SLOPES PREVENT PUBLIC TRESPASS ONTO cleared wage recycled.
PR TO of as
PAECA U di
AAY landfill or
NECES SARY rate land it disp ACCORDANCE WITH THE GRADING ORDINANCE. must be
taken to an appr'opr'
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. Temporary vegetation must be planted on slopes or where
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE construction is not immediately planned for erosion control m waste. For
information on disposal of free a NABLE MATERIAL
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED purposes Erosion shall be prevented
by planting fast - growing material, call the Hazar�dxs Waste Hotlin toll free at (800)
GRADING PLAN SHALL BE INCORPORATED HEREON. 714 -1195. For information an landfills and to order dMters Pacific eirkShi►'e
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT annual and perennial
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