2007-573 G (Plans) - - --
R=06 R=06sm N OTES
* �+�+
A
t�.. $ 1�1i111['JCC,A�a t !. MMrDROSEEDIn�c sHU BE APPLIED TO ALL SLt>PE5 THAT G1�1 � �' IRONMEIVTALNOTES: - �1?.
cmml
I. ALL WORK SHALL BE fXW IN ACCORDAME *7711 Tf£5E PLAN% S. IT£ EXISTENCE AM LOCATION OF tflE7VVJ0 UMITY PIPES ARE GRADED &I (HORIZONTAL
10 *ERTICAL) OR STEEPER
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTUES SHOWN ON THESE PUNS WERE OBTAINED BY A MEN THEY AREA: S. TW STEEPEST
EXISEINE SLOPE IN TN,g GAAbEb AREA 'IS NIA LOTS 25 6 26 IlLax r tr RAP M. 1224 7N TT£
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF TW SEARCH OF AVAILABLE RECORDS. TO THE BEST O= OUR A. THEE FEET OR MORE IN Pf7fPff
IN FILL AREEAS EXCLUDING ANY EXISTDVIG MAN MADE SLOPES). CITY OF ENCINITAS, COUNTY OF BAN DIEGO
CITY OF ENCrNrTAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTIM HTILITIES EACEPT AS Viam R9. FIVE FEET OR MORE IN HEIGHT
IN CUT AREAS lAtMS STATE OF CALIFORNIA.
STANDARD DRAWINGS. ANiY CHANGE'S OR REVISIONS TW- REFF04 GTR THESE FLANS PONEWEii SLOPE IS NOT SUBJECT TO EROSION DUE TO THE
t. TP E WXIM)NN VERTICAL Mr H OF CLIT IS ! AND TW
SHALL BE APPROVED BY THE CITY II'>fG PAIOF3 TD ANY EROSION RESISTANT CHARACTER OF " MATERIAL AS MERTICAL HEIGHT OF FILL IS
0.1' A.P.N.: 26�t3 -
REQUEST FOR INSPECTION. THE CONTRACTOR TS fEOUIFED TO TARE OLE PRECAUTIONARY APPROVED BY THE CrTY ENGINEER.
Q. T SOILS REPORT TITLED 19E7°ORT OF SOILS DMVESTIDATZONL lEASURES TO PROTECT ANY EXISTINHG UTILITIES OR STH7UC77/F.S Z. ,, LIGATION SHAG MAINTAIN
THE MOISTURE LEVEL OF 3 LBS PER ACME OF E SCHOOL CIA CALIFORNICA a. A.1 AI SUM DEPTH • if1:LNE OF CUf ICFJ !' SITE ADDRESS
T
PROPOSED HOKANSC/V RESIDENCE ADDITZONL 4()B CFES7ERFYLO LOCATED AT THE WORK SITE. ZZT IS 77-E CONTRACTORS - a SOIL AT TH OP IMINM LEVEL FOR
Tlf GAOIsITti � OF GUT AREA OF CUT 1SFj
RESPONS ILITY TO CONTACT THE FOLLOWING BESPONSIBILrTY TD -_ THE HYDROSEEDED GROWTH. ° - - _ -.108 CIE:F'��FSFLD
DR3IVE
-_ DIVE ENCIN S TESTING, C PREPARED BY SO E4, 2006. CONTACT LL FOLLOWING OWNERS OF SAID UTILITIES
OR 3. HYDROSEEDING MIX SHALL CONSIST OF ALL 77-E FaL,aiM `$1 AYEHAGE DEPTH * %IOLUSE OF FILL (CFJ � 0.02' CARIQI DE BY SEA. CA
22007
C SOI L L T TESTING, INCA DATED NOVEMBER R 14, 1 STRUCTURES PRIOR - TO ANY EXCAVATION( FOR VERIFICATION AND A. SEED MIX SHALL CONSIST OF
NO LESS TFAt1 CF FILL AREA OF FILL 4SF�
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
- _ --- ;xPE�IFIGAT �NTAIN�(ED IN SAID
LOCATION OF UTILITIES AND NOTIFICATI . 20 LBS PER ACME OF - c _
sRECOMNENmarzoNS AND r CDN of COMMIENCEMENI � ,� ROSE [�ovER _ 11
aEPORT. 110R<: - - R. 20 LBS PER ACRE OF_ZORRO FESCUE SEWER NOTES _ 4JEFFREY 6 MMES NNAiVSfNif
_
3, APPROVAL OF THIS PLAN ODES NOT C1aNSTITUTE APPROVAL OF 3. •�r� rpm - - 40 CHESTERFIELD DRIVE �l
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES NOR OF A. -RSA +liSS�O 4. 4 LBS PER ACRE OF ACiILLEA MILLEFOLIA t ARDU
' S ' AN11A11ONDIS ' TRI� + � + � CARDIFF BY THE SEA. CA RM07 1
. 01PROVEMENTS WITHIN STREET RIGFHT-0F -WAYS. SEPARATE 15. 3 LBS PER ACRE OF ALYSSUM (CARPET OF �' aJ 760.715.5164
APPROVALS AND PERMITS FOR THESE SHALL E R S. SAS 6 ELECMC - E� '� '�M - U ALERT a• /2 LB PER ACRE OF DD40RPHOLECA ALL
NOW SHALL BE DONE IN ACCORDANCE WITH THE STAiVDAM
COMPMTION WITH IMPROVEMENT PL ANS. 7• ITEMS C DE AND F OF THIS SUBSECTIOIG MY SPECIFICATIONS FOR PUBL WORKS CONSTRUCTION(
ILATEST EDITI0NII
C. INTER - SM N= 4224139 - 025 ALERT BE OMITTED ON LOCATIONS WHERE THE AREA BEIM THE SAN DIEGO STANDARD SPECIAL
PROVISIONS TO THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION! '(ADOPTED BY RE ESTIMATED EARTHWORK QUANTTTTFwS �
+t. E
Rri►Rl"T'TNN 1 SRWLL BE OEffA1FgO R`�R ANY tIFF -SITE }HYDRCISEEDED IS NOT VISIBLE FROM EITHER A
�
pl D. =94c E • ESC REDO) 422 -41M OI6 ALERT PUBLIC STREET OR RESIDENTIAL STRLCTUFRES. SAN DIEGO REGIONAL STANDARDS
COMMITTEEI THE SAND DIEGO
S. ITEM A OF THIS SUBSECTION MUST BE INOCULATED REGIONAL STANDARD DRAWINGS ILATFST WITD.IAU AND JW FQL.LdIlM
B. COYMAC1l7R "-L TAKE ANY MTESSAAY � AEGICTIRTED E. C48LE TV COX V= 4224333 • OI& ALERT . WITH A NITROGEN FIXING BACTERIA AND
APPLIED ECIAL F'ROYISICXtI$ b00 CUBIC 'YARDS EXCAVATION (CLOT)
URY EITHER BY DRILLING OR BROADCAST" -- - -- � CUBIC YARDS EMBANKMENT (FILL)
70 PROT ECT ADJACENT PROPERTIES HALL KG GRADING OPERATIONS. !. TRENCH WIDTH SHALL PER SDRSD W. BP-02 CNVf ESS OTHERWISE
71NYTHING DAMAGED OR DESTROYED MALL BE REPLACED OR R. CONTRACTOR SHALL NOTIFY THE CITY F]dGINEER 5 OFFICE 48 !BEFORE DYFDSEEDING.
AAOTED. .450 CUBIC YARDS 17(PORTrf -
4FRAIRED TO CONDITION EXISTAG ARIOR i0 QRADDVG. HOOURS PRIOR TO BEGINWIN�6 ANY ON THIS PROJECT. B. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO
P 633-2770. � F s
PHONE' r,
S PIPE iVD
(Ili0 ) _ -_ - THE aA08 I1E DV UNOP ENED CONTAINERS L(ITH Tlf 2 A CQNIDITIONS. IENEDIAL ARAODm M'1tAE
w D Cr .;��
6. THE DEVELOPER SHALL 19E fRE9:06 THAT ANY MONU0ENT OR 3. -- TW ACS � CALIFORNIA DEPARTMENT OF FOOD AND A LL _PIPE SFIALL
SHAVE .1' MINIMUM OF Sf4 INCH D �
�ENGH MARK R!HIC-H IS DISTURBED DR DESTROY D SHALL BE RE- (7R SHALL IVE R4 hVURS NOTICE ON CALLS FOR CERTIFICATION TAG GRICULTURE ATTAC
?0 ZR BENEATH THE PIPE.
INSPECTION. PHONE.' (60) 633 -2770. ALL WORK PERFO PRINTED ON SAID CONTAINERS. _ -- - - _ __ STIMATE DOES
NOT =AIDE STRIPPINVGS RJT { E
_ STA6LTSHED AND REPLACED BY A- FDFrrsrFJ n Iy BENEFIT (F INSPE HILL �E SLB�ECfi TO �'1O.7 -PHYfO -TOXIC 1VETTING AGENTS �IAY BE ADDED
M7 V.EP. A70 AB.S'. TRUS PIPE' BEW NG FROM GO TTCM�i OF_ NCH i�OLIANES OR ANY OVEREXCAV
-� - -
-- - �4 A.LICENSED L EI YCDA -- -- -- - -- AE &ECTMN AND REMOVAL. - - - - - -- - -- 0 THE HY0R0 - - --
- --PIPE TO 12 INCHES - - __ - F -�
SEED SLIARRY AT TFE DISCRETION OF MRINIMJM ABOVE TFRE PIPE SHALL BE SANVL7 4E(7L/I'RED BY SITE CONDITIONS
77-E CONTRACTOR. GRAVEL. CRUSHED AGC41EGTE, NATIVE FREE- DRAINING
CONTRACTOR SHALL DESIGNL CONSTRUCT AND MAINTAIN A11. - A --
SAFETY DEVICES INCLUDING SHORING , AND SHALL BE _ _ S. TYPE 1 MULCH APPLIED AT TEE RATEE LF AD SRANLLAR MATERIAL HAVING
A SAND EGUIVALENT OF 30 (P BETTS. WVIRA:`TDR giALL SAND SELF MAT ESTIINATES
CESPOISIBLF FOR CONFORMING TO ALL LDCAL,_STATE AND SO�HS ENGIlVEER'S _ - - ' ' 4 ESS THAN $000 LBS PER ACHE. TYPE 6 MULt7�f
ARE CORRECT PRIOR TO COMFENcEWw OF Now.
FEDERAL SAFETY AND HEAL73 STANDARDS, LAWS AND .lTRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR !L•7 P.V.C. A D A B.S. S OLID
W -L PI PE AEDDING i=RON i 07TO N ARE FM F .
- r P 1D
<:
fEGYLATIONS. - x 11�A/ g.TAo1,d� REGISTERED CIVIL ENGINEER tN THE STATE QF �W USED I MIST t�NCHORRED TO THE INCH ROCK. A.B.S.
SOLID WALL PIPE USED OILY PERM TI RAFOSE� ONLY. (CALC ED ON A
CdCIFMVIA. PRINZ"fPALLY DOING BUSINESS jN THE FIELD OF APPLIED SOIL COPE BY MECHANICALLY FLNJC•IING AI0 LESS Ai1N -* EFE PIPE 2NVER3T
GRADES ARE ELK an GREATER. THEOTICAL BASIS ACTUAL QUANTTIE
IE. IS MAY 1ARY
�. iITRDIMT AND _G[lSPMENfT tTPE1TATDVG 1921TTIN1 t7NE�tAIF Ci/27 NNECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
,
#RILE CF A STRUCTURE FOR HUNAN OCCUPANCY SHALL PDT BE CONDITIONS PREVALENT WITHIN THIS SITE AS MA Y ME CDR tNvDER MY b0% CF THE STRAW INTO
THE SOIL. 3. . AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE_SEWERS 9W ;D � OR �L L ♦ ACiL>gs)'
1 � B C. FERTILIZER CONSISTING CF AMMONIUM _ TED BETWEEN THE HOURS CF 5:30 P.M. AND 7:30 A.M. DIRECTION BETWEEN THE
DATES L9 =tt,_ o�ANC II -l4-oL O E �ET PHOSPHATE ATE, 16 -20-0 WHTH 15% SULF1A SEWER SERVICE LATERALS AND STF#f1CTlNaES SHALL BE TESTED IN
-
ARaF3 D N SATUM44% WU404Y.6 AND CITY JECOGN12ED AMMAYS. COPY CF THE SOILS REPORT IX7MPILED FROM THIS STUDY, WITH MY THE PE'SENCE
CF THE INSPECTOR. AIR PRESSURE TEST SHALL BE ..'
APPLIED AT RATE OF 500 LBS PER ACRE. �. .
RECOMNENGATZONS HAS BEEN SUBMITTED To THE OFF E OF RE CITY 4. AREAS TO BE HYDROSEEDEL SHALL BE PREPARED PRIOR TO HEED U4LESS
OTHERIVISI: CIFiECTFJ7 BY itE IMSPECTi� +��.�r�+7�7� -° w
110 GRADJVG OPERAT
iL�L'V� :� 11J ,
IONS SHALL Lb ITN T UNTIL A PREGRADIIVG fNGZNLER ALONG MI1H U°DA71= LETTER GATED FIARTH£AMOR j MRYAROSEE"DING BY: N. 1FE
L1'r7rb`TRLCTII)1 tTF P.C.C. SEWER MdLfdfOL€5 STALL t£ PER °
� ZNG HAS BEEN HELD GRV52TF WITH THE FOLLI>irINRG PEOPLE NAVE REVIEWED THESE GRADING PLANS AND CER HHA A. ROUGHENING THE SWF" TO E PLANTED
R!Y ANY O9<R XFORSO NO SM -01. POURED IN PLACE MANHOLE BASES lSHHALL BE A
CITY INSPECTCXa CIVIL EirtltiEE7; SOILS 9lDf.IM R - - 3aEL10NiF1ENDATI0N5 I IN THE TLS IFPORT FOR THIS PRRO.�ECT NAVE --
SD.P.S.D. w SAN DIEGO REGIONAL STANDARD DRAWINGS -- - -
� R TRACTOR AND FERMI L E 7hE P SOILS � M1_cTIR PEEN INCO9°ORATED AN7 7 FOR THATIPRO A COMBINATION/ OF: -- - _ �MONOLITFLIC
POUR FINISHED COM LETE AT ThE TIME OF POU H. - °" --
1. TRACK WALKING RSLOPE S STE PER THAN &I. PFEC:AST MANHOLE BASES ARE ACCEPTABLE FOR US€ #InH B-D04
ASH SC•EDL.LED WITH THE CITY AT iEAST 48 HOL19S IN _• _ _ �,
i2. AIPPIkG AREAS THAI J1Il L ADI 9FEAK LP l35II1G OLLECTOR SYSTEMS WITH INSPECTOR S APPROVAL.
sIDVAAI'>` 33Y GAL.LIAG (I" 433-2774D. S - . - It = �
RHO. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS Ta ANY tilr,'E M �� Q3? B. CONOITICMVIN�FE taOIL: &() THAT IT I5 &aTA&.E FOR
B• THE CONSTRJCTIl7N OF 4 -IMCfH SEWER LATERALS SH 4LL PE PER 80lNDARY
HESS SDRSD NOS. SS -01 Alva SS-02. LATFAALS SHALL MrIOT pISCLIAGE - --
PR OPOSFO CONSTRUCTION SITE WITHIN THIS PROJECT TIE QP to i -PL / A p N �L T I I S NG iW ¢(NRFA[E SOIL MOISTURE TO _VD7EC7LY 04TO
MANHOLES. POSED BASEMENT HALL �� - •.
DEVELOPER SHALL sLBMIT TO AND RECEIVE APPROVAL IRON i£ EXP. Ri1 X30- DS 9�\�� s. `Y PROVIDE A ON RAMP UT NOT SATLIRATFCJ SEED BED.
lS. THE CCMVSTRIlCTION OF IOON(LETE ANL�K7A WALLS 6FIALL PER SETBAQKS
IP
-CITY ENGINEER THE PROPOSED HAUL ROUTE. 11 OPFA * P. THE ADDITI OF SOIL AMENDMENT PH - RSDRSD Nb 5 -10, TYPE A.
i ;
•SHALL COMPLY M ITH ITH ALL CONDITIONS AND IXIIREME" TS THE THE SOUfiFERN CALIFORNIA SOIL 6 TESTING. INC. `� o y x . ' ..
_CITY ENGINEER MAY DP HA
OaE WITH REGARDS TO THE _INsi PO BOX 600627 fio.s6037 ADJUSTMENT, LEACHING OR COVERING SALINE T. FILL MAINS AND LAlEFLIL.S
lSTULL E R01>nfS111X,'T>:D MIE7R 42- v "
4)%RA TION. SAN DIEGO, CALITUR NIA 923b0 * Exp. a -30-08 * SOILS Y O PROVIDE VIABLE CONDITIONS FOR G WT' f HIND" COVER.
EXISTING CONTOURS
(610 dBO 4321 cp HN r IVIEHEINE
33. LPOIV FINIAL =-FL M OF TW OW TAE GRADING q� MUMS= AREAS SHALL W 1WAIND'TAIMV TO PROVIDE A VIGOROp5 A. THE FINAL
LOCATION AM E'LEVAT'ION Mr SEWER AM WATER f1AINf5 � T
PER►fI7 Bl1T PAICR TO fINAL GRADING APPROVAL AND /QR FINAL T E2lm OF 6ROWTHH UNTIL THE PROJECT ,IS PERMANENTLY LA DSCAPED DRS FOR
AND LATERALS SHALL BE SHOWN ON agZ61NAL AS -BUILT PLANS BROACH ENT 'NfAl/Vit�CF
REL EASE OF SECUR17TY, AND AS-6 TRADED CERTIFICATION SHALL E ��nn +L+s AREAS WERE hyY SEEDING IS THE PERMANENT LANOSC APING, LACCEPTANCE
TZL FRLOR TO ACCEPTANCE OF WORK. 6 REMOVAL AGREEMENT °TH .. `
PROVIDED STATING. E GRADING LNVER PERMIT NO. 579-6 JJ. ER TTZ
OSION CONOL PE ARO E,CT.Z5 COLRLCTED AND ALL SECLAUTY Z4SEO G. ALL DESIGN CHANGES OF SEWER HAM SHALL BE A� BY .TIE
EXISTING EDGE O< PAVEMRENT �
HAS BEEN PERFORMED IN SUBSTANTIAL CONtONMANCE WITH THE DISTRICT ENGINEER IN MRITING PRIOR Ta ACCEPTANCE FOIR
APPROVED GRADING FLAN OR AS SHOW ON T E ATTACHED S. JW CASE O►ERGENC.'Y TIOFW IS REMffRE4 Cf SAN
CWrA DMOUM WATER DISTRICT PLSLIC ibE. EXISTING WATER MAIN
GRAOM PLAN ". THTIS STATEMENT SHALL BE FOLLOWED f?Y TEE "FRREY C AAYES WKANSDN AT 760.7355164 " - SIGN
EXISTING SEWER M43M
DATE Ar ��•G ---fi-
!0. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- "
!. REVIEW OF THIS PLAN BY SAN OIE(•iYlI10 WATER DISIRILT DOES Mp7 � . ... . ....... . . :
f
CH 41 IRZ RE Q TkE CIVIL BJ6DJ[FR IRO �RTD TES Q, EQU/I LABL AND WORKERS FOR EMERGENCY WORK SHALL 8E MALE CONSTITUTE REPRESENTATION AS TO
THE ACCURACY OF, 11,E LOCATIO N- CATION. EXISTING BUILDING
t l_ ^.'LL]1111G 1°EE7ATjQAH. _ A VAILABLE AT ALL TIMES DURING THE RAINY SE ASON 10CTOBENR 1 OR THE EXISTENCE OR NON - EXISTENCE CF
ANY ANY FILL MATERIAL. f PON LPCERGROLNVD ILTIf CONTRACTOR MALL NOTIFY THE DISTRICTS FIELD OPERAT2" EXISTING IE•TAII+ M
MALL
TO APRIL. 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED i1TILITY PIPE_ OR STRUCTURE WITHIN_ THE LIMA Tt1I5 pR30,ECT, DIVISION
48 HOURS IN ADVANCE OF BEGINNING NOF3lC TO ARRANGE ,
__ I _ EXISTTM i GAS MAIN G - --G- v
4. i4N SITE ON
_ _ FOR INSPECTI�XV CAF PRO.rECT. Cl60) 633 -2770.
G. GRADING ocmBER 1 AT CONVENIENT L TO FACILITATE .
nRSTRLCTION OF nmaa y DEVICES AwN PADV IS IMRINENT. FACATIES Flbi MAY AFFECT FINAL DESIGN ZE -�._ �NiFbIC1� �bILL L�7TADd A
*l3�MfIT FFidM T#f CST1'S .:"PQ!® LR7�QfTE t14IVE7fA7 -• - --
ALL 6AAlJlfrri SEAL L E TNISPEC7ED AND TESTED BY A A7UALIFIR� RAPID CO
-- -�. =EPICS SHOWN ON PLANE STWLL NOT BE KOVEMOVED OR MODIFIED -- -- - IRE �LIfE PARALLFl_ING OR PROPOSED CC�ivECTION -
- - - SOILS ENGINE�H OR L DER HIS/HER DIRECTION. !£/SHE SHAL �
SERVICE'S DEPARTMENT AQR ANY EXCAVATI[rN WI7WN EXISTING CITY
CT ANM7 LUS THE EXCAVATION PLACEMENT AN7 COMPACTION 1VIThDU7 iHiE ARPiOVAL E THE ENKiDVEERIMG DVSPECTgR. SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED UTILITY RIC,HdT CF hAY O' HIUTN ��
CF FI LLS AND BACKFIRES CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE f f
DF FI RTS AS R TIOJ CF TREN ES. /f /SHE 4. 1}E CONTRACTOR SHALL RESTORE ALL EROSION CQNTFDL OEYILES SHOWN ON IMPROVEMENT PLANS. ELECTRICAL
AND SEWER TO 33. THE' CONTRACTOR ShXL, AM flEAEBY DOES GUARANTEE ALL SED _pRAINAGE DIF#ECT
- `a SUBMIT SOILS REPORTS AS REGIUIFHFD ANO WILL DETEFEMINE _ r0 WORKING ORDER TO -THE SATISFACTION OF T(� CM' G - -- -- --C ,cS tADER WATER
MAINS UNLESS 61VEN WRITTEN PEWISS2(a�T - FOR A PERIOD OF IXE YEAR AFTER 1TE DATE OF ACCEPTANT~ - ;
THE SUITABILIT f` tF iA COMPLETION OF _ AFTER EACH FNUN OFF PRODUCING RAINFALL. 90LL INSTALL AMYTYWAL E BY THE SY
RANI flIEGUITO MLATEA DISTRICT. OF 7}E iRORifC (HAVER AND SHALL REPAIR OR REPLACE ANY PADPDSFD REETADVING WALL
GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND tt ALL SUCH NOW, TOGETHER WITH ANY OTHER MONK WHICH
T7EESTS WERE MADE BY HIM /HER OR UIDER HIS/HER SUPERRVISION AND 5 V CTITt ROSION CQomm
'NAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS HEEL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE To a• CONTRACTOR AND OWNER
ARE RESPONLSIBLE rO RELOCATE Ar0}dR MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IM . PLAi T R NALL
- VONSTRUCTED : a ACCORDANCE WTTHH THE APPROVED GRADING PLANS L94COMPLETED GRADING DRERATION DR LIAFCt7l;Si:EN CIRCUWSTAMKES ,ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, *r*MMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERILS LIMITS OF 6RADLN6 w w
THAT .ILL r, '3ANW ENTS AND EXCIVATION9 ARE ACCEPTABLE Fm - _*HICH MAY ARISE• - ME TERS VALVES VALVE BOXES ETC) WHICH IS AFFECTED BY THEIR
F H.'1{M DATE OF ACCEPTANCE WITHOUT EXRFNSE WhA150EVER - - -
- - - - - - TO THE OWNER EXCEPTIA6 OWINARY WEARS AIVD TEAR 1t ML PROPOSED 3" STORM DRAIN
I.REDR IAITEADED USE. 6. THE CONTRACTOR SHALL BE AESPOOMLE ANTI SHALL TAKE ATER ALL AFFECTED WATER FA ITTE ( ES MIST MEET GUFFNT
. _ � ��
4VA1ER AC,ENCIES' STANDARDS CONfNIT17= (WAS() STANDARDS. IF ABUSE OR NEGLECT.
NECESSARY PRECAUTIONS ib PREVENT PUBLIC TRESPASS ONTO Z. THE FACILITIES DO NOT MEET STANDARDS THEN IhEY SHALL
BE 14, LtiMRAC717R SILL fI1RfVI9i AND It<15TALL, PER STION
CONTRACTOR SHALL PROPELY GRADE ALL EXCAVATED AREAS M MEN IMPOUNDED NATE7RS CREATE A HAZARDOUS COvD1711 I. 1A°GRADED TO CURRENT STANDARDS AT
THE OWNE
SURFACES TO PROVIDE PO SITIVE OR7A,INAGE AND PREVENT PONDIN!, - T - - RD _ a PROPOSED AREA DRAIN
�XPF�E.
APPROPRIATE DURIED UTILITY WARNIlV6 AND IDENTIFICATION
_ AF WATER. W_/Sl SHALL CONTROL SURFACE WATER AND AVOID T. ALL EROSION CONTROL MEASURES PROVI ED PER T}E Af�YED - - ----- - - TAPE
ABOVE ALL PUBLIC EWER LINES AND PORTIONS CF SEWER N� E INSERT OD_ CATCFH
�. UTILITIES` T O MAINTAIN MINIM�IN 6fOOT SEPARATION WHEN GASIN INSERT g -
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON 77-E GRADING PLAN SHALL BE ZYCORPORATED HEREON. LAT014LS LOCATED WITHIN
PUBLIC RIGHT OF MAY OR EASEMENTS.
SITE AND SHALL TAKE REMEDIAL AEA TO PREVENT EROSIM a. BRAOED AREAS AROUND THE PRD.ECT PERIMETER NJST VRRAM AWAY PARALLELING WATER SERVICES.
i5. 'AS�UZLT' QRAW'1VGS MUST BE SUBMITTED PRIOR TC) FINAL !-APED OMP AREA MOT TD
6 FRESHLY
GRADED AREAS UNTIL SIXH TIHN� AS PERMANENT BE MO DIFIED WITHOUT PEF04ISSZON
fRCW THE HALE QF 6L0� AT Tlf LtiINCLUSICYV OF EACH MR]#K DAY E. NfllVligR>Ff HHORIZOV'TAL SEPARATION OF 10' BETi+EEN ME HYDRANTS AC(EPTANCCE
r, WORK.
- i ROM THE CITY OF ENCIN -
I1R1 NAGS ANt3 EFEOSION [X>tVTROL MEASURES HAVE BEEN MD GDC:4E• VAULTS 3 K
�1V3JALHsD. - 6. ILL /RE=MOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE M. THE t ACCESS VLLDPER MAY BE REQUIRED TO
GRADE AN ACSS ROAD TO �? OTt�LR E MA
_ AT 7THE END OF EACH WORKING DAY WHEN THE FIVE J5) DAY RAIN MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS
z g
9. ALL AREAS t L'S F i r;D SHALL A BARED TO BE FILLED AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT NON. ILT B. ALL WATER FIERY=
TV PIE ZfXtl5Tt�1CTED mm OF flAI1iE1PA1'S AND MAY BE AEGIl1IRED TO DEDICATE ADDITIONAL ACCESS *_
S AND ALL OTHER TRAVELED WAYS. WATER METERRS MUST BE IN
F LN. .PILL BE PLACED IN ACCORDANCE WITH STANDARD AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
FRONT CIF THE PARCEL THEY ARE SERVDM6. EASEMENTS TO MAINTAIN TFE PUBLIC SEWERS. #�
- SPEL:IFLLATIONS. ALL VEGETABLE MATTER AND MJ'•CTIDNAI3LF
N4TERIAL SHALL E;VVVED BY YOE COVIR.4CTVR FROM THE �. EHOUD GERMINATION OF M'QROSEEDED SLOPES FAIL TO PROVIDE !T. WASTEWATER DI5C7iAHw
PEH#MIT5 AND PLUNfBIh6 HERDING ARE t
SIDFRFACE UPON WRiI(] I THE FILL j TO BE P( A[ D. LOOSE F ILL
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR - - - - - REQUIRED PRIOR TO CONNECTION TO SYSTEM.
:TO iOVEMBER la THE SLOPES SHALL BE STABILIZED WITH A� QFENCdlVFZR _ OF WO"
AND ALLUVIA! EDILS SHALL BE {LT vry To SlJITABLE
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