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HomeMy WebLinkAboutBook 15 Page 726 Lot 12-16 Precise GradingAk i:....: F.. 7 .. :..r.,i.i �-+.w wwJ.id.r. . .+;a:f:,. ., .. ..,.. ._ r ...+.- �IiAD[ Kt 4 .• P.0 C. 6•• SIDE WA LK DC cunlp PLAN T EAi ����" see"n . r . •' • • �► P. C.C. CunEt ��•• . PAYING ' " '.r : •� ..w........r, i !' •PAVINP : ' • �f • • y. M 14 16 00 l %• . r . - • 0 f ti PLANTER CURD N01 p 0 SCALE I CURD A,r SIDEWAI-K r,n T __ I r- SCAI r INJ rz&/\.o Ltory 11h Vf11 r ANO PLANTER .• _._. _y4 p . NI CURB FACE t1UT TO SCALE � cuFm a ovrrER wov"W" ww"o-40"No" NO Tp SC.ALE Ca DL. V LOPLIV OWNE11 MIC LADD YLNFOLD 11"0. BOX 999 'I'EINI_ECULA, CA►LItee 92592 (909) 676-2081 E NGINEEH ELLIO"I•'I' UIIIUCIt 37161 VAN GAALE: LANE IC I. U Itl1.I.E'I`A 9 CALIF. LIF. 92563 (909) 696.0901 SOIL E:.NGINELelt INLAND FOUNDA"FION ENGINE:XI(ING INC. 1310 S O U'I' l l SA N' A F E AVE. HEMET, CALIF • 92583 LA V �-- '''" E X I S I I G C O N I O U I t 5 CONSTKU0.10N NOTES �• . 1.4X 1.5 I NCC[t1DL #,I.1.y ITEM DESCIM I'1UN S[D/DLI 'ItUL'US[_.D C�ItADI_. ..j ]` 1�_�__ C,C)NS i- _..u._._. _.__�.�_.��_._.�»._ _ _ _..._... ... �_ .� �- 1 1 �J 4+ +r '�. � yi � PAVING, ��U tUl+ 2 CONS 1 MCTI 3_ A.C. I AVING .. ._ ,.i ...._._w.w_.P...._w._...._.....__._._ __....._.._._.._r_.._ _ _-.H .3. ._ c_• y C,)NS 1(UC]' ..C' IC DAYI,ICII, L[N13 .. _ + ,....._ f 1101 108 S .. �...,.• ��, �� 1 CONS I IZUC.r I. . G" SIDEWALK ______ 1� 5 CONS11tUCT 24' 1-.C.C- SWAI,L D/W AI 11tOACI I ..._ . 300 .0._.._. CUNS'I'ItUC'Y P.C.C. I0I,LED 1'It0 1 US1.1) Sl-,01 E, IiI3 chi CiU"I"'I'EIt ...__ 20_..._._ _...._ _.`I8 _.r.. _.. ROLLED _CU. _ ...., _ __..._._. _....._ _.._._.. .. . , . SACU ] WI EXIS 1 G A.C. _ .•.-.'..-.w.. 32 Itk� I �1 t. N I NCB �'VA I.� 1�, `� ._-.. _.... _.......__ .. i•- CONS I ItUC, I it 1 .C,.C,. SIDEWALK ..__......__.. -• 9 _ �C;UNS'YItUC:rl' A.C. I�IANDIC�►I'[aE�D ' y�'► ' �1000NSKUCIP.C.C. .0.C. IANDICAI FLOW LINT I eea ACCESS 1tAN1I' I [1C1 1'0IN'[i. I ..._.__..1._.._..... � CU�N S'I1'IIttUUCC "II ` Zf�x" .__.. F.S. h[N[StSUtlACII' CC CUtE3 D.i._'Y it 1 & 2 119 1.t. HOTIGE TO C%JIVRACI'ORS ANY EASEMENTS ( INCLUDING UNDERGROUND' UTILITIES) WHICH MAY BE ON THE PARCEL OF LAND SHOWN ON THIS FLAN SHOULD BE LOCATED BY THE CONTRACTOR FROM RECORD DATA, NORTHSTAR ENIG.INIEERING, INC • ASSUMES NO LIABILITY OR RESPONSIBILITY FOR FAILURE TO SHOW UNDERGROUND UTILITIES 1411 I Cif MIGHT BE LOCATED FROM A TITLE SEARCH OF THE SUBJECT PROPERTY. THE LOCATION OF ANY EASEMENTS ( INICLUDINIG UNDERGROUND UTILITIES) IS THE RESPONSIBILITY AND THE LIABILITY OF THE CONTRACTOR. ' THE REPRESENTATIVES OF THE VARIOUS UTILITY COMPANIES WILL COOPERATE WITH THE CONTRACTOR III LOCATING THE EXISTING UTILITIES" THE CONTRACTOR SHOULD., NOTIFY UNDERGROUND SERVICE ALERT 48 HOURS BEFORE EXCAVATION AT 1 (800) 422-4133. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE . RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 'THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS I . AND THAT THE CONTRACTOR SHALL DEFEND, :INDEMNIFY AND BOLD HARMLESS -THE OWNER AND ENGINEER FROM ANY LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, THE ESTIMATE OF EARTHWORK QUANTITIES SHOWN Ott THIS PLAIT ARE FOR PERMIT PURPOSES ONLY, THE CONTRACTOR SHOULD VERIFY QUANTITIES FOR BIDDING AND COST KS'TIMATES . THIS GRADING PLAN IS INTENDED AS A GUIDE FOR THE CONSTRUCTION OF THE PAD (S) AND/Olt ROAD (S) SHOWN HEREON, ANY "MAJOR DEVIATION" FROM 'THESE FLANS IN THE PROCESS OF CONSTRUCTION WILL RESULT IN THE NECESSITY OF AN A S--BUILT DRAWING BEING MADE IN LIEU OF NORMAL ROUGH -GRADE PAD CERTIFICATION, As-BUIL'TS WILL BE DOME ON A TIME AND MATERIALS BASIS, AS -BUI LTS MAY' REQUIRED THE SERVICES OF A FIELD SURVEY CREW. CLIENT IS RESPONSIBLE FOR ALL AS -BUILT COSTS • *WHAT CONSTITUTES A ",MAJOR DEVIATION" IS LEFT TO THE DISCRETION( OF T11E ENGINEER •, LIAVING N(YF�5 1, Miniinum Parking Lot grade shall be one (1,0) percent. 2. Minimum grade for ribboo drains shall he 0.50 percent. 3. Alt approved soil sterilizer si1a11 be used oo all subg,rade surfaces prior to (placement of paving. 4 • Asphaltic eniulsloli (fog sell) shall be applied not less than fourteeli (14) clays following placement of tale asphalt surfacing aped shall be applied at a rate of 0.05 gallons per square yard, asphalt eitiulsiori shall conforto to Sections 37, 39 acid 911 of Cite Slate Standard Slpecificatiorls. 5 • 'rile subdivider or contractor shall apply to the City of '1'eniecula Departrlient of Public Works for aii encroachment permit for all work within City Might -of -Way. 6* 'Three inspections are required by the Deparlinent of Public Works, oite insimcdoth at subgtade completion, at huge grade conipletiutl anti during placentent. of asphalt. 7 • ' lie contractor shall be responsible For cite clearing of lire proposed work area, and relocation and cost of all existing utilities. 'rite City shall be iilfornied dt hours (prior. to beginning of construction at (909) 694-6411. 8. A c mpae ion relmm by a Soils Ungineer shall certify 95 percept conipactiorl of base prior to call for second inspection and a placement of asphalt paving. 9. Coni}pactaon test ubservatioti of subgrtde or base rock grade shall be coordinated by the contractor with the Soils Lngineer and the Project Inspector, all grade inspection will be in conjunction witli or preceded by cone pac:tioti testing. 10, Final (pavement structural sec;tioii design shafl be subtuit(ed to the Director of Public Works for alpltroval a nihi niuni of ten clays ptiur to placement of base inaterial, Tile design shall adhere to tite inetliodolog set forth in Chapter 600 of lite Callta113 Y Highway Design Manual acid utilize ute "It" value metihod • 'lite "It" value tests shall be conducted in accordance with California 'Pest no. 301 acid shall be perforihhed by a Registered Civil Engineer. The nuniber and locations of these tests shall be subject to approval by cite Director of Public Works. 0. Asphalt concrete shall conforin to all 1provisioils of section 203-6 of cite Current standard specifications of public works coiistruction. Asphalt surface course shall be C2-Alt-aoci(p• it111HU111 tilickltess is 111C118s0 ess is 3 iltcites• Asphalt concrete sections greater than 3 hiches shall contaiii a base coarse of h-Alt- 4000, a inintlt uni thicluiess of 2 inches. GLIM HALNOTES i• The contractor shall be responsible for the clearing of the proposed work area. and relocation of fill existing utilities, permit fee, and intist inform the City of coiistruction schedule sit least 48 hours prior to beginning of coiistruction 1phoihe (909) 6911-' G4.l L 2. The developer shall histatll street mine signs conforining to the City of `•1'einectila standard rhos. 4U3-11U5. 41 3: All wurlc shall confor•in with the requiKeitients of the City of 'Femeculah Public Works Deliahr•tritent iin pruvenient, sta nda)rds aphid sincif icattiuihs, dated October, 1998, a nd subsequent ainenditients. ,cf. It shall be the responsibility of the contractor to htotify the .Eiigirheer to street center line niontinients its required by life Riverside County Ordinance 461 961.f. 5. It shall be the r•espoiisibility of the developer or contractor to apply pl to the `1' .tiV . ' I � U I' (t) I • �V � La � .._ ... � _ . __.. _ . � . _ .�•.-...-....._..,,�.�:.�.�. Ij I:' I' # 3 - _ _.._ _ ... _ . _ ._ _..__ _ • % 13~ C�UNS'I'ItUC'I' G" WOOD CUM -��.. � l l Y (PNrz, c.,Las t..y. ez- City of 1 einecula Public Works DePartnient for all eircroachinelit I)el•rilit for r'.1/cs, 0 Z all worlc ohs till existing city nia)intaiined roads and utilities work, withiih � offers of dedicntuiis fur public c use. �rZ. t �._.. .�.rt.. -•w� �.� �. G. ,All under round fatc.ilities with later ills shall be placed prior Dili r . t1 g � N 1 u paving street ,. sections includhig but not lihinted to the following: water, sewer electric, gas j aiid drabiaige. �"`� �" ����.���.� �--- � � ���.._ � �.•___ � ,� �, • _04. 40MO40 7. Ctrb and driveway approaches will be iisttlletl arid constructed cted I .... _ _. _ .._ _. _ ..._......._ .. _.... .._. _... _._.__•-..... _ .__._ �_. _.._.. __..____ according to standard no. 207 and/or 207A, its directed ill the field. ',•� ' ' IL 8, It slhaill lie the responsibilit of the develo pet• or• contractor• to ah p pl to responsibility l apply 64 0 , California Deliap•tlrieiit of .l ranslporta(ion (Caltraiis) for sill euc.ruatc.hment M = perihiit for till work perfurined within the State ri lit-ul�-wa l 1 g Y 01"'mwewo f..p'C" !. �..1�.. ► M 9. All street sections tire tentative, additiuihal soil test shall be taken after10 rough gratdiiig to determine the exact street sect iurt recltrrr•einents. Use f, f 1 rr staiidard 401 if exlpathsive soul is encountered, . ..... _ -•--- 1�� c;- .- :�Z. �-+G� (T 10: Asphaltic emulsion (fog seal) shall be ah p plied not less thaiti fourteeih lit �.t,..Pluto* . �.t�4,•l�/� � �� r ' 11•�L C�r��� �i ti following P1 h days tlhe 1placeithent of lite aslilialt surfacing and shall be applied ,,-• r..,•� , 11r�f,�C.1►-• C1..1 at at Flits of U.US gallons r �I.1! C.►C r w g u s per square yaird, aslphait ertiulsion shall c.uihturin to 1 00, 7Y lvo� i,,,AyJ .., �� sectiuris 37, 39 & 941 of the State sttrndartis specifications. a 4V0 6 00 U/ I rNZ410,L M t �r1 tLelIM-IR. 01400� 11. ('nine coat is required 1!iior to paving all racles in excess of 10 percent r r 120 Install street trees iri �tc.c.ortlarrc.e tivitli Riverside Ordinance �1�U.530 ,r , .`' .��'r ��'� �14-1 r" , r�,, : ,- ,. �' P&M . 1VAA71r1A_. _ _..__ 13. Street li Tits slhall be iiistailled iri accordancewith Ills a pruvetl street 000 05 i A 64 lighting plant VAIIZO 1Z/ ZI 12C)OO 1 140 As deterinined by the City Engineer, the developer is reslpsoniby for road 04 6 ,, 4 C , inilwoventent• to center lithe and inah be required to r•ecoustrtuct existing 6` tt �..,.��.»_ _.w�_ __ _. 1paiventents, including liaise mild ina�tching overlay required- to lhteet the Aj t,,,/�,,r i _ -. structtirall standards fur the current assigned trafc index, 4.;! Cole.. z •t1- x 1 Q 41, 0. G 1 r � 15. Only laiiclscalpilig consisting of grass and patrltwai trees ithsi be installed �c.1 r��� 8 g 1• Y y tafl... \� 1, C - within 1)arkways of local streets reAdential without separate landscape .,tolz., , --� A plans. All other types of la ndsca pilig in these atr•e;is, and till other , .. - la udscalphig ill other Weds shall require separate la ndsca phig plans. till NN latricisca iri encruacliiireiit shall cuihfuriii to ltiversrde Cutittt Ststiiclalrcis ... 1 u y " 9 r•elatthi to (lie adininistration of laiidscai pe encroaichinent, darted Januair• ..0 1989. t 160 Purstiant to the City of 1 einectilal Ordinance No. 90•-12 the developer shall t r iihstall all required cable 'I'V facilities. nder round Sorvic Aloft � w ,� ___� .. 17 �► _�.r �--- - - ---�-- -- /� -�-� p proval of these plstih b file Cit ur• its agents sloes phut relieve the i i= F= rz a.) vowJ 001a.. off applicant ant acid iris erh ineer• fruin the respojisibility for correction of 1 1 Calk 1`01,11411111 y .. errors or eiiiissiuiis discovered during cuiistrtictiuii. r MAP 109000ti 422,4133 T1rYO WOnK1ND iJAYD DEFOHE YOU 1* C1iec <+� l �. y Uosi nerd By 1]rawrh By r • . R I)A I E: ACC'I) 11E:N01 I MARK SEA �� � i � . w�,� f � 0 UYr I)A*rE� � ep CGINS 1�IMC T 1LIN RE.Llll 1p l)A 1 k 1lY r t v i S I11NS SCALE RECUMM Ni)EIl w._. 0 t Sim NOW- s tic ►h't� h..cv �-►hx'1 urA u�� o f _- �; _� s f�irxttsr �ru area Ulpd�rr uliervieloi► Llf �r o% .� w1 �,)�T. r�l r �.. /� G 'lilts.�--.-__ _-.�--•----- { ,_114 t r (,` • • ACC E p •t E it t Y , 1pA r E r .____........ ...._. �,..iCrt."tI''��'1 0 G� �.1 1�. }_ a r t , = D -E� et "C%( [ l r t �tbpr � rc t_c ... worAud Ino patctor I [ t ft-1 r V-31 '. 6011j.. U-Jf� 1, , tii.1 , ��. 1, . • , . Cif '� ..^.•.• '�'�•••..1 •.ww_- _ _ - - - - - - - wart.. +.'w.'ww..• __.w_w.wr •� v `- ■ , • t 1 c M • • � � �"1' r�i...lisrt, t�►""r �r� .��.,� z � fit; �F , 3:��� ,�t • • r.wr �wMrr.rw....r "'•..•._r'•�...�r. ..,..w.r..-..w.w �, 1 � Y { y ..{� 4 ��*. � y - r �+'�.. IA. � � � Gor& O � V5 01L. ' L .� w _ 1 p.C•�, flu, . ... _--..�...._.,., .� Expires' per ie s h t t pit tr �i rJ 4. t.! l,.,t t�1 �► ( p .� , _.- v, z I t M rp i r tr s " .__._-_.. .�... A t�..l OIL "M V ► o r ►, m fs'"'l'� t [ I�.C,E, N ., M l L . i t fir. rwM V11 ki I i to 9 1011 - - 1, All grading shall confor in to the 1998 California Building Code, Alplpeirdix Chapter 33, its amended by Ordinance 99•-23 2, Minimum building part and drainage swain slope sirali be to 196. Drainage Swale$ shall be' a minlivium of 0.2' beep and be constructed a nihilmuni of z' from the top of • cut or fill slopes, 3. Maxirnuin cut and fill slope • 2:1. 4, Provide G' wide by 1' high berin or equivalent along the tale of all fill slopes over G' 111011. G. All grading shall be clone udder the supervision of a corilrpeterit sails engineer who shall certify that all fill has been properly placed • and wllo shall submit a final coils paction report for all iills over 1' deep. d, A registered Civil Engineer shall subithit to the City of Tainecula's Erlgirlaeririg Department a written cortifleatiorh of comrpleflon of rough grading iri accordance will` tine approved grading plan 1prior to Issuance of the building perrhiit, Certiticatiun shall be to 11ne, grado, elevation and location of cut fill Slopes. 7. Provide a brow ditch, designed to handle 1 OUyr Cl Storn) flows, along tors of cut slopese Final olli pactiorh report will be res u[red for all tills grestor tilnri one foot. a. E1 I c r p 1 • 9. All grading shall be done In conforinance with reaaininendalions of tilt preilnilnery 161"QQ. EQ_ Q41�. dated �' C)t Two sets - tile _ = soils investigntlon by of illial compaction report shell be submitted to the Erlglneer rig De' partrnerit wliicih . shall include found(itlon desit) n reconirnendatlons and cortif lostion that grading has.- been dune iri confortnence with the rocommendatlons of 1110 proliinhiary soils report. y* 109 The contractor shall notify the Grl1jineew1no Departinent at least 24 Hours in advance requestInu f iri[sih lot grads and dre1nage Insrpectiorh• This iospectlori inust be al)t)rvved prior to building permit final Inspectioii for eacih lot. M Erig incering Departnient MOM: (909) 094-041 1 11. Cut slopes equal to or greater than G' iri v01`0081 helgid arld lilt slorpes actual to or u neater t11nr1 51 in vertical iheltjht ishall be rplailted with gross or ground cover to Protect th e slop from erosion froerosion anti Instability In accordanco will) City Devsloprnent Code Sectlort 17.0.0 prior to Ilia approval of final Irlspe0[0110 12. No till shall be placed on existing ground until the ground Ihae been cleated of weeds, debris, tolpsoli, and othher deleterious 10810/1810 130 If stoe i sloping terraln occurs upon which fill Is to be placed, tine terrain must be cleared, knY ed, anti benched into f 1fin natural soil for lull surpprprte i'r©paratiori Shall be approved by a Registered Entjl leer prior to placement of fill materiel. 14. During rough grading operations and p1lor to corietructioll of permanent drainage structures, teinporery drainap control should be provided to prevent ponding water and d'ainago to adjacent properties-. 1 G. dust shell be controlled by watering or other aliprove cf niethodes 106, All existing drainage courses on the project Site riiust coritiliue to frrrlcllon, especially )luring storrT) Coll ditions. Protective ineesureS erid temporary dralr)aga provisions must be used to protect adjoining properties during grading operations. 179 9 Stability calculations with a factor of at lease one and five tenths 11.6f shall be submitted by Soils Engineer to the Eng[r)eering t)(1 poi rent for cut and fill elopes over 30, iri vertical helght, 18, A lieglstered Civil Engineer shall submit certincation of building pact elevations. Where specific elevations are required. the elevatloii lwitfi respect to mean sea level) 811811 be g iveri. If ari elevation wits) respect to adjacent ground surface is recruired, the aotual distance alcove the adjacent ground allall by rived. 190 EROSION CONTROL: All graded elopes slhall be planted with flosee Ice Plant at 12" on centers or another approved ground cover, Slopes over 101 iri verllcal 11e1014 in additlon to grourhd cover, sliall be planted witch approved trees, shrubs, or combinetlon thereof. Shrubs shall be rplarhted at lot uri centers; trees, 20' on center; conibinatione, 1 G' on centers. Slopes over 4' In vertical 11010111 1111811 Ihave M111811et)t v Irrl ation s starths with backfiow preventlon devices liar U.P.C., CihSpter 1 V•r. g 209 FInIsi) Facie $Hall be ale ed awe front all exterior wells at not less 111eri 114" per toot V g p Y for a rnirhirriurn of 3 feet. 71. No obstruction of flood plaids or natural water courses shall be perinittede p r Y zz. pert All ro corners snail be clearly delineated hi Ilia field 1prlor to coIY1rT18110e1T18nt of any col►strucliari/grading. ' Approval roval of those plans b tile Cil or its agents does riot relieve the applicant Grid his .�3. r p p Y Y en (deer born the res ponsibilit for Ilia correction of errors or omissions discovered • g t Y duriri construction. Upon res treat, the aplproririate plan revlslons 811811 be promptly . U n t subrhnitted to the City Engineer for review Grid approval. ' L�.t �1311''lli2 ESHNIA11%VMUAN:fM Eh 1wou"r i P A+ 1:70rZ110" 6:7P L01 Ito (�10 ' 114 a to e wr i.i tg h%Pf r 1 too w err o rww 1080111V I z 1"Mo 14 Orsowo Z.4p Cut 1050 TO W " 0 rowo I \3% M Mocw U U A rb VW0 I ry fb) 490 COUU71*01 Drmaw ,� • ..6le) / rtikTuleb, I.111 1 C r ri*wtZe:)aftT AVra 0A C1zz00 0fol) S 10001,4010 1l6P1GJl.h1AlSit �ISLUV-I p.rL�Tn. '�c� i3�: G raroc��ao 12 4,644 6cl, r"t 0040.!?l 46voo �ws:i1nliuCs0_uii V10 Lo t:�) 006 0 rz q tV* ( r6l *401 E;LL10'"r`J OVAM1614 (o OCP Ilruwlnp No. CITY- OF- T mum I)EPAR*TMEN'r Of PUULIC' WORKS PrI,C-G15C GIZ,AI"JI �.IG 1�'Ln�� 1'0O�-p'Lv(� 4 C":OWl �G.uLa,�1� G/.�. L.I 1=0 "�"L 5�12 snee�F 3 jr off r..7 M t4 t iA 0006 C2 03 If IN Or ot iv VO; t&71r. I �9! 6 LA [lam /F::M W 0. I ka, 4-PF. of CA . '... ,,, 4 0 r, , , " �o 4 1. - N e '•For 'Of WE i 1_ I I Underground Service Alert CaWTOLL FREE fin 422o4l 33 IWO WOMING OAYS BEFOFIE YOU DIG "FRIN RECEIRD C ( I N STIR U C Contractor Inspector We Colottid miff i low# d 4 ere UIL., 01 ILI &, Pj rz rrg h U W 1 11 IWO ... .. ... 070 UAM Undorground Sorvico Mort 1 [c'J �' CtofI.TOLL r R E E 1 "800 f 1�+ Y A f.) 9 so A 111 .1 TWO WORKING DAYS DEFOFIE YOU DIG IMM I Whim 1'. S JE ("mis,muc"rimi m:-coi-m I)A*rE BY REVISICINS QAJ E Ac c D 11 E N C I I 1,� I< • "CAL( ContrQctur 11011 L Of I t (.11 7 Inspectorr. Ma yA V ILI,► A (A I D� it(4 .4 49 W"," 014 1 *9404 "APO MAZ 01"M 1) W do COL. N 4D I C ti Erosion control is recittired for gradino werations. wr i lig t.ho ra i ny season from ocl,.obor- 1-5th* 16 Apr.i I 15th t. Appr ovtjcl fj I a tis a r e r eCJL1 i r Od for al I rough tgr adi 119 c;case of omer!gency, call t�. LU � �� t � `1 r1 I orlo I j. -1,110 closign civil enginetir t,)ill st.1pervise orosion control work and insure that t,-jork is in accol-dal-)CO with tiro LIP- Pl,ovod plans (il: r0ciLlired). • E(JUipmfint.- and workors for elfiel-gency work shall, bo oracle ava ilal.-)Io at all times during tiro rainy soasoli hJecossary shall be avai lable on site and Stockpiled fit Con- venient l(kcations to facilitat-e rapid constrklcti0l) O'f t6filp- a 0 1 orary dovicas whey) 18 i1fifilil-1011tv modi f iod Wi thOLIt tho a pprova I L)ovi(-.-.eS Shall not be removoci or ol. i. he City Englonoor. All removable r)rotoctivo dovices shown shall be in place at Lilep and of each working (lay when the 5-day rain probability fort-30casL excoods '10%. Aftur It rainstorm. all si-IL and debricj, shall L)o removo(l from chock borms, silt tonces, and desiltinu basins etc:.. 0. i.jraded areas around the tract perimoter 11ILML drain away fi-0111 U,lie hice of slope at Lhu 0011CILISiOn Of each workinu day. 1) 1'heb contractor shall be responsible and shall take necossary j-))-0CiMti0f1S LO 13rOVent PLI13liC treal.-)ass onto areas what -a im-- I)OLInded water creat©s it hitzardOUS C011ditiOlia 10. Dos ilLing basins are to be C011SLI-LICtOd as ()rildintj of Indl- ViCILIC-11 urading aroas are comploto per ro#.IUI% graditau Pla".13. Tho cit.y Enriineer resorvos the right to make chanues or 1110clificatiollso to this plim its doomed nece.u.m.,gary. 1 n r orma t i oil on this plan i c.,.3 for erosion only All (-.%thur information is subject to charigo. 13. •rm,ij,-)(jrary erosion protection is roquired for manufacturod prior to.permanonL plal-111-illuo Areas shall be maintainoel in such a state that -tiro access sh,011 maintained at all. Limes (Including access to 1101911- Properties) e 15. No obsol.ruction or dis-,LL11J.)ance o-f natural &-ainage COL111-509 0 or exiLsting storm drait-i inlets shall occt.ij- during the rain-.11- ason, unloss ade(ILICEIL0 1--,umporary/permaviont. drainage L n s ot I fac-, i I i L i es havo been approvedand insLalloc: to carry SLIV- I : tic() Wcoil.,er to the nearest practical street, sLorm drain 014. courso. Th(-.A. Contractor shall corichic t. his oporations !I) SLICh a man- nm- that storm runoff will lj() containod within the Projoct or chiinnelcad ii)to tile sLoi-m dre-jin oysters whtich tier vas ';.he r tj no 1- -1: area Storm runof I* f-Prom one area shallnot bo al.-* lowtid to divert to a nothor ru no 1: 1: area Cori formanco with tile roclitirojilents of these plans shall be in. 110 t,,MY YelieVes the Conti-&-ictor from hig, resporisibilitios to Lhis s3ito and adjacent proporties. Tomporary orosion con- Li-ol irl-1hall consist of: , bilt not lie Lint! toad to, co.",strLIC-.ting such faci I i tins and Laki ng SLIC11 flleaSLires C-4:5 are Vneceseary Lo vireviont. control and abate water mud and orosion damingo Lo [LlbliG and private property ("IS d 1100SLAt Of thO C01180"LIC- Lion 01: this Projocto CO11Strue t0Cl prior to Octol.:)or 1st: sire ll lie treatod fov rurosion control Prior to octobor 15. 510f)05 COr)SLYLICt- od al-Lor October 1st shall bo LreaLed for orosion control its tht) const)-ticLion ol-. slope progresses in illclsumeFlt of 25 feeL or less measured vertically, 19. Fill aroas while beimi brOLIght Lip to grade and Wrinfj per- iods ol: completion prior to Final grade, shall be protoctord t),,/ various moasures to o3limipate orosimi and the Eviltration of downstroam -feacilities car -id adjacont aroas. These meas- uros may if)CILICIOP bUt shall not. lie' limited to: temporary downdrain, oither in the I*orii,i of Pipos or. paved ditches wil-Al r)rotocteu OUL-rall areas; graded beans arotind areas to 1 m i na Ice erosions i o n s Of fill 8101-306 I)Y tiler rut-io con--F I f, I I G I I Vle Vined Pondirw areas to dos llt rtmoff; tomr)orary chock dams C . . ..... We of slopo ditc.-hes to desilt runo-1:,I:; protection Such -ou nd i ill ots which havo not bean brOUght L111 z! a s sand ba.�is •ai , t"W %) to g r 4t,m1 o arid varlet borms and appropriato gracMig to dirof--t . drainago away from the ed9f) of 1,110 top oi- Slopes Shall bo C01131.14LICted and mah-itainod on thoso fill areas where earth- ol-)O-atloris tre not to progress, (Z: 4N t. !s;'A INI FA F.j 177 0 T01) 0-1: CAIL brow ditches,, where r0ciLlir0d OF1 t1jo plans, aliall 'rUcLed prior Lo oxcoading 12 cut ifeafured VIC)T TC-) S 1.) v c (-) i 1 .9 L feet ol 1 3 ve iJcially. I ut e'. I I- i I I g (Ellid ()I'Libbing should IJO limiLod to areas that. will immeadiato gradiiig. Erosimi control measures will 1)(-,b I-CKILlil-od to protecL aroc-is which have beeii clearod and c1rubbe-od prior to grading of-I)t-3bration, and which are SUbjecL C-A) 1-MIC)f f dUring Liao pfiriod from of the rainy soason. D T 5- CA). tO ,VE,# F & -.2 60t�-LL O&A I*I)CJS(,' 11)0i1SLjroc3 may include lut shall not bo I mited to: LA A eat. 11 '1 6* m-aded diLC1108; brush Imrriors and silt i:oncofls Caro shall to 1--)resorves vogataLion boYond limil,',s Of ol-adInVi.- 0 iN kir 0111 22. City al-)proviil oi- plans does not roliove the clove lopor C) L 0 PrZ0TkaC:11C*J 1*4-3-11,13P011sibi1iLy for the correction of- orror and oiniuslon dieZ-4-covored dUrilM C0nSLrL1(;Li011. U1101-1 11-OCIL106t; tile reclull"ed • plan ruvisions shall bu to tiro City En- cjinulu.r for Eipprovc,tl. ­6MALA­ -M IMM11,00 ft I,Wawlno No. ---- OFA---- "F E M E C U L A PUDLIC WORKS D ul, s c­% n e (A By 1)r-awn By C h e c I (e d ., 1) y REUWMENIA-A) 11"(1 iwrcl c.i. Y 11 F DEPARTMEAT 01 me 0-11110011111" lie a 11-6-0- 116 401g! Ptans Prepared Under SUI)ervision OF CCEPTED IM D A I L. L10 L or ON L L, I ow-T 6 L MOMU6 L 4 Sheet Emilres o R.C,E, No, R-C,r. flo..1�L.-­ ---Now