2001-7023 G (Plans) - - - - - - - - - - - - - - -- - - - - _ - _ - - .EGALDESt�tIPTION P oRT1(fNS d
OF THE
� 8F' TFJE' NORTHWEST �J
OUTHEAST 14 OF SEC. 15. 13S. R4W. S9
GRADM(Cont'd) ERIDIAN. CITY OF ENCINITAS. COUNTY OF . =3
1 . #ALL WORK SHALL BE DONE I N ACCORDANCE KITH THESE PLANS. I, CUT A FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
TAN DIEGO, STATE OF CALIF- OA/MIA.
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, GRADE 0 PR�DUCE SMOOTH SURFACES AND UNIFORM CROSS
THE QESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, SECTIONS._ HE SLOPES OF EXCAVATIONS AND EMBANKMENTS - dl�:
X58 251 -15
AND HE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY SHALL BE gHAPED, PLANTED, AND !RIMMED AS DIRECTED BY
STREET: 616 NAADO ROAD
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CITY:
FNCINITAS, CA 99024 �
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH • OVINERAPERAHME /TAME: Of T NVESTORS, LLC
R. THE SOILS O
REPRT TITLED 'GEOTECHMYCAL TNVESTISATIOM 'FOR ARE LIABLE TO BE LOOSENED SHALL BE REMOVED AND _t
T N
SLOPES HA E
�A CE C AMPBELL
N TOP OF A SLOE S- _
F HE TOE AND D ALL !. @_
DISPOSED 0 L AUR L ROAD
]STREET: 9796 l E
T S CALIFORNIA, D E
FOUR LOT SUBDIVISION 916 NA
RDO ROAD ENCINI A .
F ACE WITH GRADING O_RDINANC_E. - -- -- - -- - -- - -- - - - -- - - - - -- -
- CEANSTDF- -
-- PREPARED $Y ROBERT BRAYER ASSOCIATES DATED OCTOBER 9. 20Q0. - - PO UND D IN A � N =- -_ 4,00 14.00 �T�
-:IIY. -0 CA 82058
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
.E GEND
GRADING SHALL BE DONE IN ACCORDANCE WITH THE 770= RECOMMENDATIONS
8. tt TREES, 9RUSH, GRASS, AND OTHER M)BJECTIONABLE MATERIAL 2'00 12.00 ' k "
,AND SPECIFICATIONS CONTAINED IN SAID REPORT. ALL BE COLLECTED, PILED, OR OTHERWISE D15POSED OF QFF SUNDIVISION
MAP BOUNDARY 6 � "m �
DO
3. APPROVAL OF THIS PLAN ES NOT CONSTITUTE APPROVAL OF HE SITE BY HE CONTRACTOR SO AS O LEAVE HE AREAS THAT
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF NAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 3:1 MAX �- 2'IifiitX
LOT IMPROVEMENTS WITHIN STREET RIGH -DF -WAYS. SEPARATE FREE FROM UNSIGHTLY DE99RIS. APPROVAL
OF LOCATION OF LIALE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND EASEMENT
LINE �
CQNJUNCTION WITH IMPROVEMENT PLANS. CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
IM "•"' �
�+��}+{ fir+ r�+�+ EXIST. CON '- - 255- •--- __
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OF -FSITE A2J.i�,ea V. ONSTM �'_RIVAM ROAD
GRADING.
1. jN CASE EMERGENCY WORKS RE23ITTR0, CONTACT VANCE ACT TO SCALE �� PARCEL A � Y
E. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED AMPBELL. 24 HOURS, AT 01439 -1594 �' CONTOLAS
70 PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL g� REPLACED OR
REPAIRED TD CONDITION EXISTING PRIOR TO GRADING. 2. EQUIPMENT AND WGRKERS FOR EMERGENCY NOW WO SHALL BE MADE EXIST'
�' OF �
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT EXIST. SEIfER
6 MANhME o-- S -
BENCH MARK WHICHS DISTURBED OR DESTROYED SHALL SE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
-- O R ESTABLISHED AND PLACED RB A REGISTERED CIVIL OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. €XIST. WATER LINE
_ A -
OR RB �-
ENGINEER OR A LICENSED L SURVEYOR. - - - - - _ _ -
B. DEVICES WN ON PLANS SHALL NOT BE MOVEQ OR MODIFIEQ - -EXIS GRAS LI NE
T. .
THE CONTRACTOR SHALL OESiGN, CONSTRUCT, AND MATNTAiN ALL - __WITHOUT T AFP�30VAL QF THE S N EERING INSPECTOR. -
- -
r
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE �+ -THE CONTRACTOR SHALL- ?ESTORE LL - CONTROL EAWCUT
THE 0. 8.00 2.00 6.00 XIST. f7W HYDRANT
- FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY ARID - ROSION _
k1EALIFi STANDAFID.� LAWS, AND AE&ULATIDAIS.
DEVICES TO WORKING ORDER TO THE SATISFACTION OF LINE 0' l � f
CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. - POIMER PEE - 1PP -
6. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF-1112) 6 T71E CONTRACTOR 'HALL iHSTALt AOOITIONAt EROSION CONTROL *
+
a
F
//
COPE iTQfT
VA RIABLE !�- •� f 0 R
YA I E .,_ Ski eD s F
S N 1QRt
_ __.._ __ .
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT $E MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER) DUE TD
21 AMAX.
_CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. _ - _ ' _ _ � C OST- 4PNSTR�CTION_CTAIU R
�� ,� =
NOR ON SATURDAYS, SUNDAYS. AND CITY RECOGNIZED HOLIDAYS. AN INCOMPLETE GRADING OPERATION OR VNFORESEElI - '�" s.. - --
SESSdRY TD
S trlE ur
CIRCUMSTANCES WHICH MAY ARISE. PCC 51DEWAL O VERLAY A 12 x12' AREA DRAIN 11
_ PROVIDE SMOOTH TRANSI7IOTRANSITION a _ �; Y,
8. M SRADiNG OPERATIONS SMALL COMMPNCE LINTIL A PREBRADIN6 - - -- - 6, THE CONTRACTOR ,SHALL E RESPONSIBLE AND SHALL TAKE NECES- - -- - --
- - -- - �R G - ' _ _ -� " -AC nVER 8' 11ASS II a18 MIN TIde.O --
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE - - -
- - -- -- LEiV7El11/sE -- -- - - - - --
_ SARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS TYPE G EXISTING AC IKE 6 SIDEWALK '' "
CITY INSPECTOR CIVIL ENGINEER SOILS E NGINE ER CREATE A #JAZAPQM CONDITION. ( $ G CA1i$R
GRADING CONTRACTOR, AND PERMITTEE. THE PREGRADE -- Q PAQPQSED AC PAVEMENT
PRESENT: thEN jMpOUNQED WATERS CREA hF7�4 ,a s 2, €
!MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 40 HOURS 7, ALL-0ROSION CONTROL ENSURES PROVIDED PER THE A�ibVED �- -
�1 r�.�p�.� j� �t ��'j � ��j tRapOSED cnNC. aye c GUTTER �� , Eµ
_ I N ADVANCE BY CALLING J7" b33 -F77G. G RADING PLAN SHALL -BE INCORPORATED HEREON. TYPICAL SW' 1 ON '•��''°�� �`" �
II�0SED C' TE SIDEWALK � G-7
10. MOP TO HAt1LING 177PT OR CONSTRUCTION MATERIALS TO ANY 8. GRADED AREAS ARM)NO THE PROJECT PERIMETER MUST DRAIN RIOT SCALE
PROPOSED CONSTRUCTION SITE WITHIN HIS PROJECT THE AWAY FROM THE FACE OF SLOPE AT THE CONCLUSIOAI OF EACI1 Pfd sE11ER
�w L�CTI�SORSD 11-1119 !�!9
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE NOW GAY, D WATER 6EA1rICE COATI= CIIOAISORSD Y -1
CITY ENGINEER FOP THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS HE p, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE MEAMWORK
CITY ENGINEER MAY IMPOSE WITH REGARD TO THE HAULING AT THE OF EACH WORKING DAY WHEN THE FIVE 15) I]AY RAIN
OPERATION. PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT € LL 1.55Q CY !t
1f. UPON FINAL COMPLETION - OF THE WORK UNDER THE ,000 CY E SHADING AND OTHER DEBRIS SHALL BE
REMOVED AFTER EACH RAINFALL.
PERMIT. BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 1D, BHDULD GERMINATION OF 9MROSEED SLOPES 'FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR IMPORT /EXPORT a
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL 8E
PROVIDED STATING: 'THE GRADING UNDER PERMIT No. 7023 -6. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH p
W EARTHWORK QUANTITIES ARE RE TI C A B SIS PERMIT PURPOSES
HAS BEEN PERFORMED iN SUBSTANTIAL CONFORMANCE WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTIQN 35.023 ONLY.
(CALCULATED ON A THEDAETIAL BASIS, ACTUAL QUANTITIES
! HAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.
7 gym'
,THE APPROVED GRADING P4,AN OR AS SHOWN ON THE ATTACHED F THE EROSION AND SEDIMENT CONTROL HANDBOOK OF HE T LDE
*,
HE AS- GRADED PLAN ". HIS ST�4TEMENT SHALL BE FOLLOWED TATE QF QAl7FQRNIA PER
ARTMENT OF CONSERVATION. L
Q� T ATE
$Y THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO
t CERTIFIES SUCH GRADING OPERATION. h HEREBY CERTI
6
GUTTER 6 SIDEWA FY THAT A REGISTERED SOILS ENGINEER OR
HYDRO.SEED - EXIST. SIDEIA _ IT -CITY TBEEN O
_ A HAS R WILL BE RETAINED TO SUPERVISE OVER
L OPE
1. HYDROSEEDING SHALL BE APPLIED ALL SLDSLOPES THAT ARE GRADED VARIABLE - - _, S I T E
ADVISE ON THE COMPACTION! AND
ALL GRADING ACTIVITY
E I � fOT IFICA?TONS 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 2: f MAX �
'1. 4HE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES e.THREE FEET OR MORE 7N FILL AREAS. - -- OVERLAY AS NECESSARY TO
-
AND STRUCTURES SHOWN ON THESE P4NS WERE OBTAINED BY p, a FEET OR MORE N HEIGHT IN CUT AREAS, UNLESS SLOPE l� SIDEWALK pER 5-7 PROVIDE
A SMOOTH TRANSITION �` B f'/ Q �
A SEARCH OF AVAILABLE RECORDS._ TO THE BEST OF OUR 7S NOT SUBJECTO EROSION DUE TO THE EROSION RESISTANT 4" AC OVER 6' CLASS II AB
MIN TI -S'.0
J(NOWLEDGE THERE ARE NO EXISTING UTILITIES E X CE PT AS -CHARACTER OF THE MATERI AS APPROVED B Y THE TYPE G CLIP 6 GUTTER -
_ - NAME: VANCE CAMP ELL Ol �- TF
ON THESE PLANS. - HOWEVER: - - -- - - - -- - -- - - -- - - - -- - - - - - -- -
- - -- . .
CITY ENGINEER. S TREET:- -796 LAUREL ROAD
- =- �r�+ +� �T �T� �p�
THE CONTRACTOR AEOUIHED TO TAKE RECAUTI �7ECHON LY1
E DUE
ONARY 2. PPYGATYON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL 1 l i 1L.1%L, . ' RDO RO CITY: OCEAAISIDE.
G 92056
MEASURES TO PROTECT ANY EXISTING UTILITIES OR AT THE OPTIMUM LEVEL FOR THE GROMD4 OF THE HYDAOSEEDED
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE �•ROWT#. - N07 TO SCALE DEC:I.ARATIONOF GFARGE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 3. HYDROSEEDING SHALL CONSIST OF ALL ME FOLLOWING: PROJECT,
THAT I HAVE I HEREBY DECLARE AHAT E XE RESPONSIBLE CHARGE OVER
M THE ENGINEER OF WORK FOR THE' }
EXCAVATION, FOR VERIFICATION AND LOCATION QF 1TILITIE5
AND NOTIFICATION QF COMMENCEMENT OF WORK: !, SEED MIX SHALL CONSIST OF NO LESS THAAL THE DESIGN OF THE PROJECT
AS DEFINED IN SECTION 6703 OF TIIE i ;-
_ _e. 20 lbs. PER ACRE OF ROSE CLOVER. GONSISTENTWIT� S
CURRENT ST T ;NE DESIGN IS AAGARDS
•. WEBS C.S.Q. (760) 633-2770 b. 20 lbs. PER ACRE OF ZORRO FESCUE. - --
P. GAS 6 ELECTRIC - SDG6E (WN -•1339 t• 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA. I UNDERSTAND THAT
THE CHECK OF PROJECT DRAWINGS AND
d. Al lbs. PER ACRE OF ACHILLEA MILL-EFOLIA. SPECIFICATIONS BY THE CITY OF FNCINITAS IS CONFINED TO A
�
C. WATER - S.D.M.O. (TOO) 633-PM e. 9 ]bs. PER ACRE OF ALYSSUM (CARPET OF SHOW). REVIEW ONLY AND DOES
NOT RE ME. CIS ENGINEER OF WORK,
PROJECT t;-
OF MY RESPONSIBILITIES FOR P OJECT DESIGN.
d. TELEPHONE TELEPHONE •PAC -BELL (780) /89-9141 f, 112 lb. PER ACRE OF DIMORPHOLECA. ++
6. ITEMS, e, AND f OF THIS SUBSECT ON MAY BE QppFESSjOA� T
t. CABLE TV - COX CARL E (760) 943 -9000 OMIT T TED ON
LOCATIONS WHERE THE AREA BEING A4 S�,``y�,
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
f. UNDERGROUND SERVICE ALERT (Saaj -d399 S TREET OR RESIDENTIAL STRUCTURES. ITTh� WA 3 Q z
'
M7. IT M e OF THIS SUBSECTION MUST NOCULATED WITH Ar _ NOTES
E B r UL TN BY 3. REVIEW DF THIS PLAN BY SA1V fliEGVTTO HATER DISTRICT ! cv "'
EXP, 0 29577 m
S CONTRACTOR SHALL NOTIFY THE CITY €NGINEER'S OFFICE NITROGEN FSXING BACTERIA AND APPLIED E D EI WAYNE PASCO.
RCE 29577 DATE 3/31/03 '?
8 HOURS PRIOR TO BEGINNING ANY !!ILIA!( DP! THIS PILLING 0 BROADCASTING BEFORE HYDROSEEDING. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE
4 ACCURACY OF, THE LOCATION OF, OR HE EXISTENCE OR
4 HOU (75W O BEG
A. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
�Sj CM\ �� l i
B. THE NTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA 6TAUCTURE WITHIN THE LIMITS OF THIS
F440 ECT. *MET 41�c ca
FOR INSPECTION. (760) 633- 2770. ALL WORK PERFORMED QEPARTMENT OF FORD AND AGRICULTURE CERTIFICATION
'
TAG ATTACHED TO. OR PRINTED ON SAID CONTAINERS. SOILS EMROER (!FR TE
WITHOUT BENEFIT OF INSPECTION WILL BE SUB JE CT TO 2.
ALL EXISTING FACiLTTIE3 MMiCN MAY AFFECT FINAL 8
REJECTION AND REMOVAL. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING. OR
B o7 rco*Ae•AL
TOR. PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL }� I WM D JgefPEtelt A REGISTERED CiiYL ENGINEER
IN THE
HYDROSEED SLURRY AT T HE D OF THE CONTRAC
EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 �l1L $19m LANE 15TATE OP GALJF-URNVIA- PRINCIPALLY DOING BUSINESS
IN THE FIELD
GRADIlYG 2. TYPE 1 MULCH APPLIED AT THE RATE OF /40 LESS THAN FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON VF APPLIED
SOIL MECHANICS, HEREBY CERTIFY fiHAT A SAMPLING
000 lbs. -PER ACRE. , ALL OR PA -TYPE 6 MULCH (STRAW) MAY BE RT, FOR HYDRAULICALLY APPLIED" -
WATER MAINS PLANS. LECTRICAL AND $EWER TO CROSS AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 61
T
A
1• ALL GRADING SHALL BE INSPECTED AND =-
_ - -_ - AND ]] r - UNLESS E GIVEN WRITTEN PE RM - -. - - AS M D BY ME OR UN MY
DIRECTION BETWEEN THE DATES
TESTED 8Y � UAL FLED SU PE RMI S SION s
SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HEISHE SHALL FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED BY SAN OIEGUITO WATER DISTRICT.
15T
OFA o AND D oo. ONE COMPLETE COPY OF THE SOILS
NSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 60% � REP ILED
H S STUDY. WITH MY RECOMMENDATIONS.
I F FILLS A ND B OI I AEPORTS ASMREQUIREDNDILOETEAMINEE THE STRAW INTO THE SOIL. S 'jOR C ADJU9T ° TADENEItiG E WATEF3 FILITY $ E
URT I HA�ErREVIE ED
�g M .
HALL SU S i�
HE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF B• FERTILIZER CONSISTING OF AMMONIUM PH05PHATE SULFATE, (FIRE HYDRANT,y�TERS, VALVES, VALVE
BOXES, ETC.) WHICH _ HAT
RECOMMENDATIONS INCLUDED N THE SOILS REP ORT FOR
16 -2p -0, WITH 15% SULPHUR APPLIED AT THE RATE OF IS AFFECTED BY THEIR PROJECT• ALL -AFFECTED WATER FACILITIES
RATIONS HE SHE SHALL STATE THAT OBSERVATIONS 'c lg HIS PROJECT HAVE BEEN R IN THE GRADING PLANS
AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION 500 lbs. PER ACRE. MUST MEET CURRENT SAN_DIEGUITO WATER DISTRICT STANDARDS.
,A r � � AND SPECIFICATIONS.
AND THAT. IN HIS /HER OPINION,_ALL EMBANKMENTS AND F FACILITIES O NOT MEET STANDARDS, THEN THEY SHALL BE � mum
PEAS TO 6E HYOROSEEDED 6HAL BE PREPARED PRIOR TO " GMTA
EXCAVATIONS WERE CONS IN ACCORDANCE WITH THE UPGRADED TO CURRENT STANDARDS AT THE DWNER'6 EXPENSE.
APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND YDROSEEDING BY.
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A A. UTILITIES TO MAYNTATN MINIMUM 6 BEPERATION
NMEN
COMBINATION OF: PARALLELING MATER SERVICES. OQ ROFESS0, V
THE CONTRACTOR SHALL PROPERLY TRADE ALL EXCAVATED SURFACES - e. TRACK WALKING SLOPES STEEPER THAN $ - 1. - E INCORPORATED
MINIMUM HRIZONTAL SEPARATION OF 7 0 FEET REQUIRED - - �Q oPV SA F
S. TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING OF WATER.
HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO D• RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 'e` ' % ULTS N FIRE HYQRAIVTS ANU ,SAN
QIEGUITO GAS AND ELECTRIC
,ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND
ABOVE. AUL TS. � � � 3 � c
W No. 196 � f" � ��`
SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY S. CONDITIONING THE SOILS 60 THAT IT SUITABLE FOR 6 ALL WATER SERVICES TO BE CONSTRUCTED
CLEAR � ��.11rll A LvltP at
GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND PLANTING BY: DRIVEWAYS AND ALL OTHER TRAVELLED WATS. WATER NOT TO SCALE
-- -EROSION d:ONTROL - MEASURES 40AVE-BEEN -INSTALLED. - - -- - � .- 1DJUSTING THE DURFACE SOIL iMOISTUIB _TG FAOYIOE �1_ - TEAS MUST�E -IN €RONT_-0F�-PAACEL
_ TWY ARE lERVXNG
DAMP. BUT NOT SATURATED SEED BED.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE F lb ILLED A b. THE ADDITION OF SOILS AMENDMENTS, DJUSTMENT,
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