2007-494 SG (Plans) A. GENERAJ , NOTES B. NOTIICAT[ONS E. HDIROSEED NOTES OWNER'S CERTIFICATE
LEGAL DESC ON
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 , THE EXISTENCE ANA LOCATION OF UNDERGROUND UTILI7 Y PIPES 1 • Hydroseeding shall be
applied to all slopes that ALL OF LOTS 3 G 13 TOGETHER WITH THE SOUTHERLY 54 FEET
HAS
GEOLOGIST
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A are graded 5: 1 (horizontal I
(WE) H HAS BEEN OR WILL BE RETAINED TO SUPERVISED OVER CERTIFY THAT A REGISTERED SOILS ENGINEER OR OF LOTS 2 6 12 IN BLOCK K OF MAP 2130 IN THE CITY
OF ENCINITAS,
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR to vertical) or steeper when they are:
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
CfTY OF ENCINITAS AND THE SAN UTEGD AREA REGi'nNAL KNOWLEDGE THERE ARE NO EXISTING uTiLITIES EXCEPT AS SHOWN A. Three feet or more in height
in fill areas. ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
ST ANDARD DRA WINGS . ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: B. Five feet or more in height in cut areas unless
STABILITY OF THE SITE.
HALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY slope is not subject to erosion due to the
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY erosion resistant character of the materi as
A.P.N.: 258 - 274 -25
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES approved by the City Engineer. , c r. 4 �-•
1-1 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF LOCA TED AT THE WORK SITE. IT IS THE CONTRACTOR'S 2. Irriga shall maintain the moisture
le o SITE ADD
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO the soil at the optimum level
for the growth of SAIKA RADAKOVICH DATE
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR the hydroseeded growth.
1025 ARCADIA RD
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN STRUCTURES PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND ENCINITAS,
CA
CONJUNCTION WITH IMPROVEMENT PLANS. LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF 3 • Hydroseeding mix shall consist o f all the
WORK: following:
c� T r F R ANY OFF -SIZE A. Seed mix shall consist of no less than: OVVIVERIPERAE=
WRITTEN PERMISSION SHALL BE C6 r AWED O
GRADING. A. SEWERS - ESD 633 -2770 1. 20 lbs. per acre of rose clover
G --
JEAN
2. 20 l bs . Per acre of zorro fescue f- _ - ` SAIKA RADAKDVICH
�'� T R c TAKE ANY NECESSARY PRECAUTIONS REQUIRED B . GAS 6 ELECTRIC - SDGDE (800) 422 -4133 - DIG ALERT
ENCINITAS, CA
ARCADIA RD
4. CONTRACTOR ,HALL E 3 • 3 lbs . Per acre o f E school c i a cal i forn i ca 4. 4 lbs. Per acre of achillea millefolia
JEAN AADAKOVICH DATE ENCI
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERA TIONS. 5. 3 lbs Per acre of aI ssum (carpet of snow)
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR C. WATER - SDWD 633 -2848. 5 1/2 Ib. Per acre of d yssum (carpet
REPAIRED T E . 0 CONDITION EXISTING PRIOR TO GRADING. 4 � , and 6 o f this subsection may
D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT 7. Items 3, ..1
5, r HE DEVELOPER SHA►_ L BE RESPONSIF' E THAT ANY MONUMENT OR - _ _ be omitted on l where the area being TATEMN� OF EN R OF
WORK ES TED EAR��ORX QU
BENCH MARK WHICH IS DISTURBED GH DESTROYED SHALL BE RE E. CABLE TV COX (800) 422 4133 DIG ALERT hydroseeded i s not v i s i b I
e from either a S �T r�
ESTAP'_1LHED AN REPLACED BY A REGISTERED CIVIL ENGINEER publ is street or residential structures. THE UNDERSIGNED ENGINEER AGREES
THAT THE WORK PERFORMED BY THE ENGINEER
OR A LTCENSED t eND SURVEYOR. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 46 B. Item 1 of this subsection must be inoculated
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. with a n i trogen fixing bacteria and applied ENGINEEER 'S TRADE OR PROFESSION.
THE ENGINEER FURTHER AGREES THAT THE WORK
5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MA INTA TN ALL PHONE: (760) 633 -2770. dry either by d r i l l i n g or broadcasting PERFORMED
HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 0 CUBIC YARDS EXCAVA (CUT)
V �S INCLUDING SHORING AND SHALL BE before hydroseeding. THE ENGINEER AGREES THAT ANY PLANCHECK OR 94 CUBIC
YARDS EMBANKMENT (FILL)
�A FC Y DE _ Cz REQUIRED BY THE CITY OF ENCINITAS. E E G
RESPONSIBLE FOP CONFORMING TO ALL LOCAL, STATE AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR Q• All seed materials shall be
transported to REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY 94 CUBIC YARDS IMPORT* (FILL)
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND INSPECTION. PHONT : (760) 633 -2770. ALL WORK PERFORMED the j obi i t e i n unopened
can tai Hers with the FOP THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
REGULA TIONS . WI Tt JUT BENEFIT OF INSPECTION WILL BE SUBJECT TO Ca I i f orn i a Department of Food and
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, ESTIMATE ODES NOT INCLUDE STRIPPINGS,
UTILITY
REJECTION AND REMOVAL. Agriculture cart i f i cat ion tag attached to, or
GrsAL711'�'G AND EGLIPMENT OPERATING WITHIN ONE -HALF (? /2j printed on said conta AND IT THEREFORE NOT RELIEVE THE ENGINEER
OF RESPONSIBLIITY FOP THE PLANS TRENCH VOLUMES OR ANY OVEREXCAVA7ION, IF
T' � OF STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT Fr 10. Non -phyto -toxic wetting agents may be added OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY �� REQUIRED BY SITE CONDITIONS
M
t o the hydroseed sl urry a t the discretion o f AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
AND EMPLOYEES
CDNC UC i r D BE T WE' r d THE HOU' S OF 0 P. M. AND 7: 30 A. M FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY
FROM THE NEGLIGENT ACTS, CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
Dr ON SA TURDA YS, SUND� YS A ND C T ' Y AEG JGNIZE:D HSL I DA YS . D• EROSION CONTR L the con tractor. ERRORS, OR OMISSIONS
OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
B. Type I mulch applied a t the rate o f no ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
8. NG Gr' ALJ� NG OPEr 4 TIONS SHALL_ COMMENCE UNTIL A :RFC= RADIJI�' 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT I ess than 2, ODO Ibs .
Per acre . Type 6 mulch WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF TT
MEETS NG HAS BEt, f HEL�7 ONSITE WI 1 H THE FOLLOW► LNL F -�cSFL " SAIKA PADAKOVICH AT (76G) 0 24 HOURS A DAY. (straw) may be substituted,
all or part, for THE WORK PER c7RMED BY THE ENGINEER. EARTHWORK QUANT IES ARE ESTIMATED FOR
hydraulically applied fiber material. When PERMIT PURPOSES ONLY. (CALCULATED ON A
PrGEEN CIT` INSPECTOR, n VIL ENGINEER, S IL S ErVGIAyCER, .� � ., st ^ THEORETICAL BASIS. ACTUAL aw
is used i t mum
E�rUIPME�IT AND WORK -� FDR EMERGENCY WORK SHALL BE MAD .� be anchcred to the QUANTITIES MAY VARY
r s �LtING CON7RAC - "R ;FJD FED THE PREGHADE MEET_ j L r �� T ,
4L'. Er /E. '� J WITH THE CIT A T LEAST 4B '-'�'' IRS Ili AVAILABLE A T ALL TIME DURING THE RAINY SEASON. slope by mec han i ca I 1 y
punching no less than .° DUE r D SHRINKAGE 0R SWELL FACTORS) .
r r, u r r TN_rr_ n? F 3 (OCTOBE ? TO APRIL 15) ALL NECESSARY MA TER.IALS SHALL BE ..0% o f the straw _nto the soil.
BY: -
VA _AL 7E , 0 _ __ _ __ _ _ -
` - ^ ^NVE °ti' , l.A T� DNc SAC' "�� �`e� _ _ °" .. s _ _ r C ammvr : _ ufr, WTI- AM v ._ r _N' �: E
DA
_ 7 3-
l„i L r� i i r '.J f V v 1 T l'{ (.. lJ L - L. iJ i L .� ! ^ +-
'N . ? �F �'Nc f r `'C . �ON MA TERIAL S t C ANY RAPTL7 CONSTRUCTION OF T FMFr�ARY D WHEN RAIN I S IMMIN pre s�;ra �e sul fate, IE -
-�, w !_' sul fu
� . ter . A LL _ L DI C, L T _ _ ~t
PROPOSE: CONSTN' ICTION S c TE WIT rV THIS PROJECT THE a _e4 a e rate c f -00 :bs . per acre.
PEVEGcF� SH^' 1 1 SUBMIT (0 AND I;ECEIVE APPROVAL FROM He ? • DEVICES SHOT '`r'' ON PLANS SHALL NOT BE MOVED OR MODIF ED 4. Areas to be hydros,
dad steal ? be prepared prior to
i '; TY E.JCINEE:f "'OR THE PROPOSED HAUL POLITE. THE DEVEL E:1 W.- T H0Ur THE APf OVAL OF THE ENGINEERING INSPECTOR. hydroseeding by:
LEGEND
rAL L COMPLY WI TH ALL CONDITIONS AND REQUIF& EATS THE T A . Rou henin the sur face t^ be planted b an or
FES5�0
S HALL c c S Roughening G Y Y Q N
CIT'r' r"1 R MAY IMPOSE WITH RE�.=APDS TO THE HAULING 4. HE CONTRACTOR �HAL� RESTORE ALL EROSION CONTROL DEVICE. RCE No. 6B964 O
,]USTI '
S ATI SF ACTION c T c a comb�nat+on o f: �. N S.D.R. S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
C?FE�r � I Or � TO WORKING ORDER TO THE �A TI�FACTl ON OF THE CITY ENGINEER Q' Q�` S t�`
RXUC1Nr 1.
AFTER �'�T� -U-N -OFF -P �A- I- NF-A�� _
UPON F 7 NAL COMPLETION OF 7HE WORK UNDER THL GRADINC c Track walki slopes ste than 6: 1.
. Rippi areas t]iat will not rea u� u�slr�g Co
HE CONTACC r OR item 1 above. PASCO ENGINEERING INC. cm rn
PERMIT BUT PRIOR TO FINS GRADING APPROVAL AND /OR F_ NAL 5 T T SHALL INS T ALL ADDITIONAL EROSION CONTROL T
w NG . fi89fi4 LOT LINE
of c T r T c, MEASURES c T F^ B. Condi Bonin the s oi I sc that i t is suitable �..� N. CODAS, HIGHWAY 101
1 ,Z
RELEASE OF SEC. JRI T Y, AND A GRADED CER Tl F_ CA ► _ ON SrAL L BE L A MAY BE REQUIRED B Y THE CI , Y ENG INE � DUE TO 9 c
Exp . X2131
PROVIDLD STATING: "THE GRADING UNDER PERMIT NO. 494 -SG UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES for pl ant =n9 by: �DLANA
BEACH CA, 92074 EXISTING CONTOURS
HAS BEEN PERFOf.ME:D _V SUBSTANTIAL CONFORMANCE WITH THE WHICH MAY ARISE. ' . Adjust the surface soil moisture to
P N
ROVED GRADING PA S . ON THE A �HOWN g PE 923 ` CIVI
AP L � Q-
� _ � „ , OR A
THI rT c � E T T , AC. �E� T! , T� c, � � cr� f provide a , damp but nct saturated seed bed. q�
ZF � PROPOSED CONTOURS 244
AS- GRADED PLAN r HI _ A T E?�E,VT SHALL BE FOLLOWED EY T HE E. THE CONTR ACTOR � OR S HAL L BE REr ON�ldLE AND S HALL TAKE c . The addi t w
c f so . - s amendments, ph OF CAl-
DATE AND SIGNATURE OF THE C.TVTL ENGINEER WHO CERTIFIES NECESSARY PRECAUT IONS TO PREVENT PUBLIC TRESPASS ONTO adjustment, leaching or covering
saline
SUCH GRADTNG OPERA i TON. AREAS WHEN IMPOUNDED WA TERS CREATE A HAZARDOUS CONDITION. sc i ? s to provide v aC? e condi tions for growth.
EXISTING EDGE OF PAVEMENT
7. ALL ERROSION CONTROL MEASURES PROVIDED PER THE APPROVED 5. Hydroseeded areas shall ,h maintained to provide a CENTERLINE
-
GPADING PLAN SHALL BE INCORPORATED HEREON. vigorous growth until the project. permanently
landscaped or, for areas where hydroseeding is the LIMITS OF GRADING 'r
C. 1`iD�t rG NO c permanent landscaping, until the project is completed
�
B. . GRADED AREA.. AROUND THE PROJEC T�FE,�IMETER MUST DRAIN AWAY and a I I security rel eased .
ME
FROM THE FACE OF S LOP E OPE A T THE CO NCL US ON OF EACH WORK TOE OF SLOPE '---- -- ---- - -
" - -'
DAY. Sn
1. ALL GRADING SHAL! BE INSPECTED AND TESTED BY A GUALIFTED o ° GRAVEL BAGS Icy EA 00000000000
c = 'V C T�IF -= n !!►VD_E WTC �'r c cuA! , ;NSr9 c. AFL �?EMC'VAE! S �C' +9- T:VE D_EV_ SHOWN S HALL BE 'N R► A_C` �`
°� �I _c,
a k r -+ F- ,A A ._ !V7 �- _ Li �-- .-�+ T ^ N r r A "� y LJ .., r ^ !+V L.. ' i \ l.: .... '. 1'V 1" L�1
C - _ Y L.. i y A ?/ ` ' A r \l �� ----
A / - _ n ^ !� - - .. r. -yam �i: ti � G t �. �. f ✓'�� T - .� � r , 4Chi F ( Q
�r cam^
r, r \ - ... M .� I Y ... - r V (... s • i `, t+ L_ _ .`+ .� --a-
I - V � �.i� '�� ~ � � 4E r
:. N = , v 9 T� - M A _ ; X Y_;PCS Sr - - -
SL)EMI T rC-t LS RC.�Ors i S AS = sECrtJi RCD AND W I � DE E:�sMINE + + ` AND G i i 'E.�s QE3RIS SHALL BE sE fCV� AF i Er=f EACH' N 4INFAL
q� cs �� PAD Si A6ILILA i TON y ...± - . - -
SUITAEI. y OF ,` NY FILL MA TER IAL . UPON COMPLET OF
GriA DI '.'C 01-E'RA T I ONS H` SHA L L S TA T THAT OBSERVA AND " GHOUL D GERMINA TI ON OF HYDROSEEDED SLOPES FAIL TO PROV IDE
�, c� Q cr_ x
TE5 TS WE,_'1E MADE F Y HIM OR UNDER HIS SUPER VISION AND THAT L, , - c C TI VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
o
IN HIS OP INION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO NOVEMBER 15, THE SL OPES SHALL BE STABILIZED WITH
CONSTRUCTED IN A CCOPDANCE WITH THE APPROVED GRA DING PLANS PUNCHED I TPA W INSTALL ED IN ACCORDANCE WITH SEC TTON 35. 023 z
.'tND T' " T ALL EMBANKMENTS AND EXCA ARF ACCEcTABLE FOR OF THE EROSION AND SEDIME CONTROL HANDBOOK OF THE STATE
THEIR INTENDED USE . OF CAL IFORNIA SEPARTMENT OF CONSE,RVA TION.
2. THE CONTRACTOR SHALL PROs- O RL GRADE ALL EXCAVATED F. S'FO "TER POLLUTION CONTROL BA' NOTES RELATIVE TO CONSTRUCT'IONAC S SANTA FE
SURF S T PROV IPE POSITIVE DRA INA GE AND PREVENT . FONDING
OF WA ► L rR . r ;Z 7H.Ai 1 CONTROL SURFACE WATER AND AVOID CONSTRUCTION SITE ACCESS TRAINING
DAMAGE TO ADJO ? NIr-, _ PROPS R T - ES OR TO FINISHED W ORK ON THE
SITE t' VD SHA LL TAKE REMEDIAL MEA SURL S TO PREVENT ERROS I ON A S CONSTAUC TION 5i i E ACCESS SHALL BE PAOV IDS F�7R VEHICLES CONTRA C TORS '
EMPL.OYE� S WHO PERFORM CONSTRUCTION IN THE CITY OF
OF F <RESHL Y GRADED AREAS UNTIL SUCH TIME AS PERMA NENT EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I ENCINITAS SHALL
BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS
DRA INA GE AND E40c TON CONTROL MEASURES HAVE BEE NCLUDE USING MATERIAL SUCH AS GnA VEL AND /OR CORRUGATED S7 EE� STORMWA TER POLLUTION CONTROL_ REQUIREMENTS.
THESE BMP NOTES
INSTAL ? ' :D , PANEL S /PLATES . SHALL BE A VA ILABL� TO EVERYONE WORKING ON SITE . THE PROPERTY V7CIN MAP
OWNER (S) AND THE f- RIME CONTRACTOR MUST INFORM SUBCONTRACTORS NOT TO SCALE
AREAS T O BE FIZ i ED SHAL ! BE PI.E�ARED T BE F - LED ANr: CONSTRICTION VF_.- 1 IGLFS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
FILL SHALL FE FL .A C4 ' IN 4 r ORDANCF WITH S TA NDA PD
SPEC' "FICA TTY At L VE _ ABLE MATTER AND OBJECTIONABLE A SPED; .- IC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED WASTE MANAGEMENT
MATERIAL L Hf L , 5E �.EMOVr`? BY THE CONTRACTOR F'OM THE FOr CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
SURFACE L'r ON k -! THE f LL IS TO BE PL A C LOOSE FI L.L E�GUIPMENT MAINTENANCE. -A ! L MAJOR REPAIRS SHALL BE MADE OF -SITE. CONTRACTOR
SHALL BE RESPONSIBLE FOR PROPERL DISPOSING OF ALL WASTE
d1"r' ALL JVIAL SOILS SHALL BE RE .YQVE3 TO SUS I AEL F FTRM AND UNUSED CONS TRt'C MATERIALS. DUMPING OF UNUSED OR WASTE
NAT URA L GR OUNF . HE EXPOSED SOILS SHALL 6E 5CA ' FI E D TO E ;051 CONTROL PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM
INTO THE I I I
A E.= T H OF "c INS �L _ A P ' THEN COMPA TO A M14 1 -MbM OF 90 CONVEYANCE SYSTEM I5 STRICTL Y PROHIBITED. I
=ERCEN T . I T 5HA L L BL _ CONTRACTOR'S RE PONSIBIL I T Y TO EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
N09 0 58 '28 "W 288.73' I
LACE. SY�EAG. WATER �` � COMPACT THE FILL IN STRICT SURFACES E C � '-� T �� � � �� l - � - - �
PE IALL Y SHALL. BE PROTE T°_D AGAINST EROSION BY INS r ALLING NO SEEPAGE FROM DUMPSTEAS SHAD BE DISCHARGED INTO STORMWA TER. D
!
r'C '�RGA NGE F' ► T H SPEC I �- I �' A T I DNS . EROSION RE5I5 ► A r ' rf SURFACES CES SUCH AS EROSION CONTROL MA TS, ADEQUATE TE
0
BERMS /DIKES SHALL BE PLACED AROUND DUMPS TERS TO DIVERT THE NATURAL �
4 CUT AN' FI L L LOPES SHALL BE CUT AND TRIMMED TO FINISH GROUND COVER VEGETA TION, AND BONDED FIBER MA TRIX . STORM RUNOFF. DUMPSTERS SHALL
BE CHECKED FREQUENTLY FOR LEAKS. L1C
CE SMOOTH SURFACES AND UNIFORM C'ROF S NO EXCAVATION T�.ON AND GRAD ING AC DUMPSTER LIDS SHALL REMAIN CLOSED A T ALL TIMES. DUMPSTEAS
WITHOUT
GRA DE TO PF Or?U
' T T �V I TIE" ARE ALL OWED DURING WET WEATHE THER . LIDS SHALL BE PLACED W I THIN STRUCTURES WI TH IMPERVIOUS ROOFING OR
SECTIONS. THE SL OPL _ J EXCAVA TIONS AND EMBA NKML N T 5 COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
I ®I I I
SH4 L L BF SHAPED, PLANTED AND TRIMMED AS DIRECTED B THE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFr AROUND THE MA TERIAL .
o
' ' INEER OF W npK ANP LEFT IN A NEAT AND 0°DEPL Y CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
� m
L 4DI TI ON . ALL S TOi EE, ROOTS AND OTHER WA S TL MATTER r 'S1 NG PERMANENT AND TEMPORARY EROSION CONTROL MEASURE. MANY CONSTRUCTION
MATERIALS, INCLUDING SOLVENTS. WATER-BASED PAINTS, �
EXPOSED OR EXCAVA OR EMBANKMENT SLOPES WHICH ARE VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
1
L .IA BLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED REMOVF EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE VEGETATION CAN BE RECYCLED.
NON- RECYCLABLE MATERIALS MUST BE TAKEN � ISN
OF. THE TOE AND TOP OF 4 SLOPES SHALL BE AOUNDE - IN PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL TO AN APPROPRIATE
LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR o `�
ACODRDANCE WT T' THE GF DING ORDINANC OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS I v I A 256
! ' I I
UNNECESSARILY, THEY HELP DECREASE EROSION. WA S ( BOO) WASTE HOTLINE TOLL FREE A T BOO 7114 -1195. FOR INFORMATION ON LANDFILLS
I LIMIT OF GRADING
5 . TREES. BF GRASS. AND OTHER OBJECTIONABLE MA TER I�' I Z
r-yALL BE CL. =CTE ILED OR OTHERWISE DISPOSED OF OFF TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION AND TO ORDER
DUMPSTERS CALL EDCD AT (760) 436 -4151. z
I �
THE SITE BY THE C vt, i RA C TOR SO AS TO LEAVE THE AREAS 7 H T IS NOT IMMEDIA TEL Y PLANNED FOP EROSION CONTROL PURPOSES. EROSION SHALL, POLLUTANTS
SHALL BE KEPT OFF EXPOSED SURFA CES . PLACE TRASH CANS AND I `�
HAVE BEEN CLEARED WI Ti A NLA T AND FINISHED APPEARANCE BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO RECYCLING RECEPTACLES
AROUND THE SITE. ! v I
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF SHIEL n AND BIND THE SOIL. r40
'
DEBR FILL SHALL BE SF URED FROM THE SOILS ENG AND PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTL 0
C -TTY ENGINEER PRIOR TO i H 7 DIE, ;0SAL OF ANY SUCH MATERIAL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND FOP LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND � I
GRADING ACTIVITIES ARE COMPLETE. LOCATE PORTABLE TOILETS
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