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HomeMy WebLinkAbout68-051~~~s/~~ R~oLUTION No o -~ ~ ~ s-! BOARD OF SUPERVISORS COUNTY ~' BUrTE, STATE OF CALIFORNIA RESOLUTION ESTABLISHING STANDARDS FOR URBA4d, RL~iAL, COi~~dERCIAL At~S3 PRIVATE SUBDMSIONS WHEREAS, u$der the provisions of the Butts County Cads, certain standards gogsruing saaitatS.on, public impxa+temsn~s, Pee schedules, and ether sp®cific requirements are to be established by resolution by the Board of Supervisors, NOW, THII'D~'ORE, BE IT RESOLVID by the Butte County Board of Suparvisars as follrnrse 4EP Ss A. se: The p~grpose of tt2ese Standards is to ~provids sic criteria for operational. procedures in the preparation of plans, to sstabl.ish design standards, methods of eonstruetion, acid kind and pass of material in the development of public facilities within and ad,~acent to the subdivision sari to provide fee schedules. B. Definitioass Tn this resoZutian, the inte~et earl msani7sg of the terms that are used shal'L be as defined in the B18tt8 County Code or in Section 1 of the State Speci® ficatioaso 1. Tdse standard specifications a3' the State of California, Department of of Pnb?3.e Works, D3.visicn of Highwstiys, as present],p gisren in the Su1y 19bt, edition or as amended or revised in future er~etments and publications small govern the construction materials and pracedtaes of all construction work in. Butte Cou$ty except ss modified by Butte County Ordineaco or by these atandards or future modifications thereof. Z. Cg~g Fasdr~sers A registered civil engineer of flee State of Califor~.a emplayad by a subdivider to prspaxe engix~esring pleas and spaeificsm tions for the st~divisioa,. ,'I~, PLANS: A. Ge:caral, Procedure: Complete plans, specifications, and cslcu7.ati.oxns for and is cas~eetion with the c~structioa of s~divisions, including any necessary dedica tioas sad easem,eats sha11 be submitted to the Department of Public Works for approval. and shALl. receive Department appraaal prior to the filing of a fi~l map, or prior to the beginnix~ of construcf:7i.on of ~ imprcrvetmente B. S 1s Qai cv_~ •+~' P~ !~~: Plans complete and in accordance tti.th this Resolution shall be subani.tted to the Depari~tent of Public Works in dupl3.cate together with the ~m ~/,~./~~ required specifications, computations, test data, end other infosma.tional r~terial which may be s~cassary for the proper dasigm o£ the facilitieao The Department of Public Works will be allowed thirty {30) days for checkingo One set of plans shall be returned to the subdivider or his desigeeted agent iryciicating approval of the pleas or rrlth suggested eBassges and/or additional supporting data as may be requasteda If approved, or when resuben3.tted with necessars- corrections c>r additions, a reproducible shall .be subami.tted along with two (2) sets of final. prints to the Depsrtment of Public Worksa Tl~ raproy dvusibla shall be stamped RApproved" by the Director of Public Works affil. returned to the subdivider or hie desigwated agent, Omly pl.aes. mad® from these reprodtacibles shell be submxi.tted for lxids etnrl used for Constructions Thera s3~a11 be no changes permitted to an approved set of plans unless these changes are submitted to the Department ai' Public Worsts for appro~l. as prescribed for nriginsi. plans Nc changes shall be made is the approved plans by ax~y County agency utsl.ess such plans are in def3-nit® conflict with, or do not caffiarm to Cali forma State I,aw, the Butte County Subdivision Ordinance, or Sub- division Resolution, or good esgineerissg practices Should such conflicts be fousxd, the Director of Pub73c Works shall notify the subdivider or leis designated agent in te.°iti.ng or by makix-g corrections on copies of the plans which shall be returned to the subdivider or his designated agents The subdivider shall make such re~vi.sions to the please, note the dots or revision on the p]an sheet, and fmcnish nert~ copies a~Y revised sheets to bidders ar contractor doing the works OrigiaQl tracings of final. "As Built" improvement glans shall be f~aui.shed without cost to the Cotiattyn Ce Plans Reauiredx Plans end profiles of roads asd. utilities shall include the fol,I.oxing sheets: . la Title Sheet. 2® Lapnut Shseto 3a Drainage Study- Shalt (required for 7Arg+a subdivisions or subdivisions in hilly or mountaiaauts country)e I.,, Plan and Profile Sheetso 5o Construction Detail Sheetso be Other Perti~nt Detae Bo P~',tsilss to The Title Sheet {Sheet I) sh~.7.]. show the name of the development, the owners name end address, the consulting engine®rQS name and address, an index -+2- 3/ll/~ of sheets and a loeatiosa sketch of minimum scale 2" = 1 m318, including enough area to adequately indicate the location of the subdivision:, axed the siae of all Sheets 34u,11 be ?,.4"x36" m 20 The Layout Sheet (Sheet 2) shell contain thereon the satire subdS.vis~.on unit on one sheet is skeleton Foxtu showing drainage features ansi sewer need water liaeso Drainage pipe shall. be indicated by double dash lines, sewer bg siagie heavy lines anal water by heavy dotted single linesa App~unces such as manholes, v~.ves, and drop inlets shall be shown is the3s proper lots tioae The scale of the subdivision sha71 be 1"= 100', or if the subdivision is too large to place ot~ one sheet, a scale of l"=200' may be allowedo An index cf the plan and profile sheet shall be shoran on the layout sheets 3o The Drainage Study and Contour Sheet, if required, shall contain thereon contours of the subdivision omit and fhe iruasdiate vicinity sufficient to indicate the perimeter of areas to be drained by each stractaae; calculations supporting 'the design of drainage studies sIm7.1 be placed upon t% drainage sheets Scale of oaf asap shall be/sufficient siae to clearly show the dxaiz~etge features sad the location of major strixetures, but na smalaor than 1"=5~' o 4o S~sfFicient Flan and Profile Sheets to deta33. all work to be done in the subdivision shall be preparede Horizontal. scale shall. be I"=50' and ver- tical. scale l"=2' eoceegt that in areas having the ma3ority of slopes in excess of 5~, the scale mare be inereasad to 1"=5'0 5o Canstrnctica 13etaii Sheets: Normal standard constructian details may be referred to by sheet number as slaawn in Appendix III of this rasolutiano If sufficient space exists and the Plan and Profile Sheets, spec3.a]. details may be placed therea For a large an3anhsr of speciml d®tail.s or intricate designs, a separate construction detail. sheet will be requ`treda Scale will ba a£ sufficient siae to arlequataly indicate alt di,ffiensions and details clearlyo ~?,~,~„ RO~LD CONSTRIICTION SI'AN.OARDSt Aa d,.Grades: l.a Roads sha17. have a m~r+inngn grade of 4.3 (three-tenths) of a foot per 100 feet, 2, Roads 3~ foothill areas below the 2,500 Foot level shall have a desix^~ able grade of l0~ except that steeper grades may be authariaed far distances not to emceed 300 feet where such d®ep cuts or fiLts would be msde >3.e 3f 17.,/b$ as to preclude the development of residential lotso 3o Roads in mountain areas above 2,500 feet shall have a desirable maxi mum grade of ~ except that steeper grades may be authorized for distances not to exceed 300 frets Decision of the Department of Pub].;ic Works concerning grades in excess of 8~ shall be based upaax local snow sad fr¢ezing conditions, location of road i.a relation to winter sunshine, and other coasiderationse BQ SiQht D stancess to Major roads shal]. be bas®d upon a minimum vehicle sgsed of 35 miles per haute 2, Access, manor, acid aulrcle-sac roe~ds st:ea~.l be based upon a r~i~msn vehicle speed of 25 miles per houro 3o One~way loop roads shall be based upon a miniRnmm vehicl® sgsed of 20 miles per houro l~.o Roads with grades in excess of S~ intersecting highw~gs ar mayor roads sba31 haste a miniTmnu of thirty (30) feet "storage'' area from the edge of pavem ment of the primary rode C, Clearine o..~ Wev: A11 trees an3 bra, shall be removed fray the rc~d right of why to a distance of seven (7) feet from the edge of the paved surface of the raadwav regardless of Idle width of the paved section sad. shall be cleared a minimtan of three {3) fast outside of auQr cut or f5.]1 slaps, whichever of the above is rddero At the intsrsectiosas, clearing many be required to the property ltae for a diatetace of 100 feet from the centerline of the intersection should it be foetid necessary to prrnride sa~'e sight distance for approaching traffics D, Slone Beaks: Cut cad fill slopes sffi11 narnsa].ly be 1 1/2: i or flatter, depending upon the materiel encrnmteredo This may be modified when engineering studies in3ieate that stable slopes can be maintained on a steeper grade, E, Drivewavss In hi]3,y or mountai'nons areas where sidehill cuts ~. fills make access to lots uafeasilale or costly to the lot pura~taser or where damage may actor to public right of way iya. feature driveway caxtst~ction, driveways sha71 be "xroughed outs into each lot at the time of grading the right of ~ and the excess material disposed of in a satisfactory ms~ero Where side slopes exceed 10~ for s distance of 100 feet each side of ceaterli.ne, garages may be p]Laced within ore (1) foot of the property line on either side of the roadway, Fo bead En,d Rands: All roads to be accepted far dedication anal matntexaaace -~ 3/ll/68 by tie Basrd~of Supervisors of the County of Butte sbal]. be paved. The proposed road reset vatio~s not accepted by said Board sY-+~]S be pentad to tba propert,~ radius return.. G. ,C~}~,•~de•~sac: A c~x7.-ode-sac sha11 Y:ave a ~ of 1,11 feet radius paved surface. H.. 5u2it Level Reads: Split level, reads me4Y be permitted in Pct1].side svbdi~ visions upon approval of the design of plans at~d proi'Ylas by the Departmsat of Public Works. Pavement surface sha7.1. be not Ie ss t8an ].2 feet in width. I. Read brains~e: 1. Where drop itz~.ets are required ar are installed, they shall. be is accaardance with Appe:td3~C III of this resolution and they shall. be paced in gutters at distances in accordance wit$ good engineering practiceso Desirable grades of streets and curbs and gutters sea].l be not less than Q.3~. b spacing czf drop 3.n].ets, catch basins, aac]. turnouts sha71 not exceed 600 feet. Increased spacing will be considered 69 the Di~etor of Public Trlorks if engineering ca].cul.ations verifjr the adegt~scy of the proposed systemo For subdivisions above 1,000 feet, the spacing of drop inlets sha71 be reduced 25~ fra®n the above staadardae 2. Draiss~ge pipe for underground drainage shall be designed izt accordance with standard. h~ndramli.c eamrpute~tions based open ra3~..~~'- intensity asad flow characteristics based upon the Matu~.gg or Kutter fa~rmula. Raiafal3. inte~xsity for various areas is given in Appendix IIX of this resolutions 3. P•Zinimuta size of pipe for street crossing of not more than Forty (1,.0) feet between drop inlets sha11 be a miaim~mi of L2 inches in diatttetera 4. Pipe msy be reinfos~c~d concrete, Qom, ACP,ar other approved materislo fihe gauge or thicla~ass of pipe shall ba determined by proper engineering calc~ lotions far the material is the pipe furnished. Reiztforeed concrete sha71 con .form to A-,S.T.r1. Desig~tioa C-76, Class 3a Corrugated metal arml asphaltr coated shall cos:Forsa to State Standard Specifications. 5a Heavgrwall pipe shall be used in all areas where drainage 13ne5 may be crossed with vehi.etitsr traffic such as be$iad curbs where drivaws<vs may cross the pipe conforming to A.S.T.t4. Desig~.tion C Il,. (esctra strength} . ba In lot easets where no vehicle loadi:sg may be expected, surd pipe ~ be used conforming to A.S.T.ri. Designati.o~z C~IlS (irriga.tion pipe) o ~~ 3/I1/b$ ?a Coatinuotas pour coacrets pl.pe (no®jointy may be lased if prior approval is obtainer from the ~7ireetor of Public Workso 8, Valley gzatters at intarsecf.3ons, +~zan permitted or required, shall be ~ conrxefs m 9o Mi~~~~+ diameter of cross culverts shed].]. be l5 inches diametero CtiC~ warts is excess of ~2 f~e$ in length shall be a minimum of l8 iaclias diarnatero Where roads cross drai~dga Areas, proper engitteerir~g calculations determining volume of water anti culvert sines and gauge or th3.a3saess shalt. be su2~.tted with the cattstt°~action drawingso l.Oq fihe alignmsstt of closed conduits shall be as rasarl~- stxAight as practicable without undue bends aatd angle points, P•~nitalas shall be provided at all angle points axed at all connections with intersecting conduitsa r~~ hole interc+xr.3.s s7tal]. not exceed the following, except upon approval. of tea i~igine@r: bass tbs,n 30" pipe 600 feat ~ ~~ interval 30" to 1y.0" pipe S00 feet +n,ns-Prmsm iastarva7. ~0" pipe ox~ greater a---~-iE}00 feat msxim~mm i~at®~1 Insc®rtsd siphons shall not tae permitted except on a tataporary basiso Tn the event of probable erosive eandit3.ons on closed conduits, additional paving shall ba provided as nao®ssary to ass~°e a project life of $0 yearso J1a Sacked coaacrata or farmed standard State Highwsq concrete headwaL`i.s shall be ittstallsd at the entrance a~ exit of road culverts-where required by the Ilepartutent of Public Works e ].2a Wla~sa reads have ao combs and gutters anti when culverts cross road intersections at or near raidius returns, box inlets zany be required and shs.].7. bey constrdxcted 3.xti accordance with Appendix III of this resolution, 13> l?rai.x~ge ditches cad gutters along hil7.side or moustai.a roads shall b® paved with. 2" adf A mC., or other approved mater3.a.9. when the slope of tine road f is '7~ or more unl.ass: aaa IJra3.n ditches ax°a in rock or outer noamerodable matarialo b.o Sr~~°fieie~at cross culverts ax°a provided to eliuxinate scoux°a.ng acct arodi~ of the roadside ditcheso tTxal.ess othe~~*ise approved ~ the P3.rector of Public Works, paved or 1%nsd gutters shall eve a minimt~a slope of .000~~ feat per foot and u~.ined gu3~te:~s a min:L7Rt~t1 of .00035 feet par footo .,ay~ s/ss/~g 1.4a Datirr~ira.iras aril plant mix dikes will bs required on edg® og pavement where fill is ten (IO) feat high ar mare ar~d fill is at low point of vertical ourvsa Proper revetment s}~Tl be provided for water spillage on lesser f331so l5o Curbs ar~i gutters where required or installed shall bs constructed irr accordance with Appendix III of this rssolutiono Radius returns sha11. be vertical with 5' transition section as shores os the draws standardso Ibo Earth chanuels constructed wltliin the subdivisSrra shall have side slopes of l:l or flatterm Revetment, bank stabilization, and streamb®d stabi2.iaation, slang constructed or amtvral channels, wi11 be requis~ed if' t?ie chas~l velocim '~iea are suY'ficient to cattae bank or imtert erasioao The tog of the bank shall. be so graded that side draiffige will enter channels only at points where structures ca° facilities are provided to pseveat bask eroaioao Jo Sub~xcts. Bass cad Paveme t~Str„~,s: The subgrsde, base, and pave~nrent shalt be installed ire accordance with State StsrWard Specifications anti. shsl]. conform to design standards a° shorm in the Appa~idix II of this resolution for the applicable road and. subdivision 4~rpee T}rsss ste~dsxds are minimemia should unstable soils ar ixeavy ~afficxequir~neats in<li.cate es~eariag studies ba made, the requirements for subgrade, base, and surfacing may be increased is aceordarsee xith those studieso K.q Private UnimArav~,Road Subdivisions: Ie A maxlm~a grads of 15~ shall.bs maintained is private mood subdivisionso 2m The roadwey sbal.l be graded to a width of 2Q Peet arici side ditches, drains, and culverts installede Calculations for drainage culverts will be ~4~~ 4 3: The surfacing of the roadway shall bs optiox~l with 'Llte subdividero dam Sarsi~tion aril hea3.th reguiremerats shall meet all requirements of staasdard subdivisioasv ~~_ A, Fees for a prelimi- map shall ba a flat ~2Da00 payable to the P7arTming Department at the time of subs~.ssiona Bo Fees for fil3.ng tentativ~a maps sl~ll bs a mi>aiannn of X20,00 for subdivision of tea or less lotso For subdivisions of Dues tea lots, the filing fen shall bs y~,QO per lot far the actual nranber of Lots snows oa the teffitativs map ap to l00 Lotso There is an additional charge of ~p1o00 per lot in excess of lQOo Fses ors te>xtatave cps shall 7 3/11/6$ be submitted at the time of the submission of the featative map anal paid to the PI,ar3ning Departments Z,lhere an addit3.ax~1 genera]. development plan is raqutred by the Coua~ty to show fatuxa devalnpxnaat, oa3,y those lnts aetuai.Iy in the proposed 3~ttadiata development will be used as a basis for fee payiment® C, Feas for checking fiasi maps shall ba x,25000 plies ~.2v00 per lot Por all lots in the subdivision azbd s~].l be paid at the time the fit~l map is submitted to the Departtasat of Public ZJorks for cheekingm D. Fear for checking conatruotian p7.ans Shall be ~25e00 plus X2000 per 100 lineal feet of new roadway construction, at5d. sha71 be paid at the time plans are sub- mitted to the Department of Pub]a.a Works for checking, E, Feas for inspection shall be 2~ of the estimated coastructi.on cost of road imgravmuaxrts iraeln~ grading, dra3aage and road caastructioa, axfd sewer line coatstrua- tiol9t, sewer plants, axed other appurtaxa<nceso This fee shall be paid just prior to the time the fine.]. map is pzroseated to the Board of Supervisors for its acceptance or prior to eaamnenceuuent of the eoastsuctioa of the subdivision improvermats, whichever eases first, Fo Fees far unimpa~oved private road subdivision inspection esxi play e32ecking s1aal.1 be based upon SG4s~ per 100 lineal feat of roadway bat is no case less than $50000, 2'h3.s fee sbaJ.l ba paid just prior to the time the fixsa3. xmp is presented to the Board of Supervisors for its acceptance, or prior to c~encement of tlm constractioa od' the subdivision improvements, whichever comes firsts Ga Fees for s tentative parae7. map sha71 be a f]st X10000, paid at time of si~bmi.ssioa'b the Planning Departments Ho Fee for checking fine]- parcel maps atxd/ar record of sug°nay cps shall ba a flat Pee of ~~5000 paid at the time of submission of the maps for checking to the Department of Public Worksa Ie W1xen the subdivider proposes to use a cash deposit in lieu of furn3.shing a performance bond, a fee of l~ of the contract ar estimated cost of the work s1~a]1. be made to defray accounting and disbursement axpenseso ~T,~ N~Olliil'SE~TTS: .A.a Iron pipe moawasnts shall. be sat at all lot corners and at beglx>~g a~ and of radius returns oa proparisq linese These pipe monuments shall be 3/4" ia°oa Pipa 1$" long, Plugged ax~i tagged wi~2 brass or aluraixnan tags having the RaE, or L,S, xxu~mber of the person responsible for the surveys -~ 3/u/6~ B. Troa pipe monnaaents st~,ti be placed at all major exterior boundary corners acxi at intervals of net aver 1,000 feet should the ma~ar corners exceed this distance, These pipe maa»ents sbaJ.I. be 2" iron pipes 3= lcmg, plugged azx~. tagged as far lot cornerso C. A minimtmi of two concsrete centerline monuments as shown 3.a Appendix TTI of this resolution shall be placed in each subdivision of §0 lots or less at locations which are visible to each other. Where subdivisions are ctavi].inear, an additional two (2) monuments far each subdivision of 50 lots or less may be required. A minimum of t~no (~) additiowe]. monamments shall be required for each additional. 50 lots. Locations and number of monc~nents shall be approved by the Director of Public ~+forks. D, A concrete nsil. ~" in length with a 2" metal shiner she].]. be p].a.ced in the aeaterline of the completed pavement at all street intersections act. at the end and beginning a~f all. msves and at intervsl.s of not to exceed 2,000 feete E. ~,Rten it is 3mpnssible to drive iron pipe monuments into the grncmct, railroad spikes, yr ether suitable me~.tods approved b9 the Director of Public Zdorks ~'be sub- stitutedo IT1:e .HEALTH AND SAFETY STANDAIZDSa Aa Sewage Disoosal.• l„ When a subdivision is located within a reasonable distance af'an esist- ing, operating, arxi available sewerage system, and it is practical aczd feasible to cvxmact with ax~l be seuared by the same, the subdi~der may be regairad to request antion to that system. Should the public ezetity be unable to service the subdivision with sewers, septic tanks will be allowed if soil and osier aaaditians are suitable far the use of septic tanks. 2. When a subdivider proposes to develop a comwcuxtty sewer system with treatyneyst axirt disposal. facilities, ha mustz a. ~ovide a public entity adequate try maintain and operates the system. bo Submit complete plans scat specifications including design criteria prepared by s registered civil engineer to the Health Department and the Depai°ttnent of Public Z+~orks for appraivel.. c, Obtain disposal regt~l,remeztts from the Water Qaal.ity Control Board. d. Sewage distribtit~tost and disposal system sksell be desigsyad iys, acc4rdm acsce wi$h plans atad specifications approved by tie Department of ..q® 3/ll/b~ Pvb7.ic Haa~.t&t and the Departaaant Qf Plablic tdorks 3o Sc~waa' a~.xts shall bs a minilmmm of E~-inch diameter and sbs~.l be off' eft3'ser vitx3.fied , east iron, or ottxar mstex°ie1 approved b~ tl~ra IY.~reefi~u~ of Public Works n The J oiiats ' ba either ball axed spigot or an app= oared r+xbber seal. type packinge P1.ecing of selaar pipe, including excavation axsd. baok£~.ll., shall kre iu accordnacs with Appern7;~- IIS o£ this resolxxtioxaa Maxt~- boles s~71 be spaced no farthor mpatt t~ 3~C feot, Manholes s~"?'1 bs a xn3.xsismzm of f~.8~ineh diameter a~1 shall be of prectast concxate grad blxil,t in accordance with Appasxlix xxI of tF~.s a~msoll~tione A7.1 service latera).s slxa]1 c+omPlg' with the ~:ifvrm Pllaml~a.xsg Cade, latest editioxa, arld sly]. hhave a mia~mmt _. ~ slaps of ana<-~e3.gTa'~, each per foo'~ to t?ze trunk sewer, Sewer c7,ea~a onYt "Y!~ la~x°s.1.s and other apptx~sx~ces shall 17e as Ghats in Appendix TIT of th3.s resolutiono ~n CcmpZefis p7,s and specifications sI~Z.3. ~ sla~3.tted to tt~m Depax°tanent of Public Works szxd ~.ta Dopar$~et of Publio Healt~a, prior to fibs 3asta~.letion~, of sBlaeas lta a slstbd3~r3.sian axid sbs11 be approved bar the Director of Plxblic ~Iorks prirfr to caa~enoaa~ant of Mork, ~o tflxers a subdiv~.d~ proposes that septic tank s~stenss be lgsed for saw$ga disposaZy he shalt have percolation tests made txrader the s~x~ision 4f a a°ag3 sias°ed civf~t sngix~eor, lid. srayor, or registar~ sa~.taria~a ~ sSasil7. submf.t percolation date to the Hesl.th l)epar~sxat in the Form racca~esaded b~ said deparianent o Txx proposal subdi'sr~..si.v~wFtero lots to be one acmes or Sass fa area, the xoini~nsm xtlm~er of tesfis sltBZl ba as follows: so Where the gs~ass subdfvTa 3cna area is lD acres or lass, st leasfi one fast par acre brat in Sao case loss than f~.ve testso ldkhers soil conditicaas iadicrsf~a, additior~. fi®sts ~' be required ~ the He~.tS Dvpar~tea~tb ho tdhara the moss slsi~d;Lvisiou is avax 10 acres, 10 fasts mid puss additiar~ tes'~s as required by' t13.®: 3ival.th IIapufi, Zn prapased stal~div3gioxas whar® lots ar® to ~ ~ excess of one mere, the x~umi'ser of fiesta slla9'1 bs one fast for each two acs°as or o~ test per p8resl, Nfl~f.cTaeger i s less; pravidtad, ho+rraver, flit the FLe~a,7f.tka Departu~nt ~' ~°equ~ii-a . r3ddi.~iax.]. WL75tS 1d~6~e S4i~ COt~.(YA6 iTldiCatE9 '~I® ~edm 3/ll/68 Wfaere a shallow water 'Cable, hard pan, rork, or other 3.mpervious s~xb- strattan exists which mast affect t~xe oparati.on of septic tank systems, addi- tioAal soil studies may be required by the f3ealth Departasazsto Minimu~a lot sires sYta11 be established '~aased upon percolation tests and topography isg accaa dance with Appead3x V.{I~ of t~tis resolut~ione Sho~t7.d streexns, carbals, 3.skes, ponds, or simil,~,r bodies o£ water traverse or border oa th® subdivision, lots shall b® of a size ans. s3xepe to permit sept3.e teaks and leae2iiag fields to be installed at least fiftg (50) feet from the natearer7. bank of said bocly° of water o ~ o ZJator Stmn1_v la fibs subdi~der shall state in a letter aceompateying the teata~tive map the proyaossd mefi~od of water su}~p5~r for th® svbdivisiono Individual wells shall not 'be acceptabl® as method of water supper for say sutx3ivision in excess of tees (10) lets located within as urban area end. within 700 feet of an exist- ~ Pub7~o meter syste~a whose sersrlce area iacludss or can include the st~bm divisiozto 20 The distribution system for a~pr eommunity water system developed to serve a seabdivision ~rithin an uxban area sad within 1,000 fast of as a7d.sting public Lraatar system shall be designed easel ixtsta7.led aeeordixeg to good engineer. ing practice and to standards not less tb~ those of the existing water system, 3o Where the wester supply is proposed leg the exCaztsios of service Pram an existing water system, the sr~d3.vider sFaa71, pricn• to ~® f1liYeg of the final. ~Pe fexrnish t$+a Iisaltli Depart~eza.'C a statement (rose. the 1~'~ax° pursreyor statd'.ng 'Chat the purvaywe is wil.lixsg ash able to supply water to the subdivisicmo &, 5hou?.d the subdivider pr-opose iadividtsal wells, at least one 'fxest wsl.]. faa° rrarh twenty escras sha.I.7, be developed by tine subdivider and tasted for q~,lit~y and gtsat~ti~ro ~Jhere toP~Pk~s geologl.c~a]. conditions, or 1.i.tta.e in.4'ormati.oxt fi°om asctsting we?1s is avble, additior~. fast wells may be req~red by ttte Health 7)epax~esgt, Test walls shs17, be p~pod in a mR±±.±Q±- Sat3.sfactary tp the Hean7.th I}epaxtment 8nd s1 produce a mi»ir,nvm of 6170 (~) gallons per mirntte ~tcept tTaat in recyreatiorae~7, subdivisions, not less thou three (~) gallons per mintrCe shall. be pradtaced during t}x® ciry season, This provision may be waived by the Publie Heal.~Gtz 0~'ficer if sufficisrtt wall 3~formr~tiors has bees developed in the area, to assure eadequa"re potable wataro A statem@nt ~ the Health Depaz,~• meat by a lic~sed woll dril~.er ~hr~79 bo raqu3.s°ed Sze this cased LL~ 3/~I./68 5. Should the subdivider propose to develop a water distribution system far the subdiv3.sioa, he she.].l: a. Provide a legal entity adequate to construct, maintain, and operate the system. b. Subm3.t complete pleas and specifications including design criteria, prepared by a registered civil engineer to th,e Health Dapart~en$ far approval. 1de11s shall be designed and instslled as per Appendix VIII of ~,4.s resolution, AL1 Water systems with t$e surface sources shall. be provided with treatment facilities satis- factory to ~e Department of Pablie Health. c, ti~ktere a~riag is to be used far the wetar supp3y system, a recag- zsised water geologist a~+p1'~ s~te,te tY~s yield in gallons per mix~-zta during the dry seasarls. d. Provide minimtmt source ca~.city and stor$ge as shown in Appendix I% o£ this resolutiono sa Provide safe, potable water meeting the ahemtcal. and baeterialogical stsadards QAf the U.So Pub]3c Health Service, Tdo surface water shall be cons3,dsred potable without adequate treafauento f, Provide all information required by the California Pure Zd$$er Act as required by th® Health and Safety Code, Secfiion 1010-.1,,035 of tits dtate of California. 6. E~3.stiztg We11.s which are to be ab~doned in a sabdivisioa shall be fii.led sad capped in a per approved by the Health Deparf~ezrt. C. F 5tg*+~R*+ds: (For subdivisions within a fare cHstrict or Couni~ Fire Hyr?rant Service Area a~I having water ~pable of adeti~'~e1y supp3~i.ng fire hldrants) 1. Head fire a. Fire fTydrants » a,/f1.ow ~iri{,m~+, of 3,~C gallons per mira~.te is required far s duration period of tent (i0) hours ia. ecmanerr-ia1 sad industrieJ, areas of the Countye ba Afire flow of 1p500 gallons per mixYpte is rsquirad forr a durat~.an period of six tb) hours in urban siahdi.v3.sions which era coned A 3 or csl..osaljr built-upon residex~tfal yeas is whi.c~t oburebes, schools, m and other similar structux es Wotia].d bs interspersed. ~m 3/31/68 co Afire flaw of 750 gallons per minute is required far a duration period of four (~.) hours in standard residential subdivisions in which fides system is supplied by a public water agency, district, or municipalitye dq Afire flow o£ 500 gallons per mi:nats is required for a duration period aP fota~ (~) hours ip mountain or rural. subdivisions that ors served from a public water agency, district, or munieipal3t~*o ~o tihers adequtste water is available from a mutual or ether locx~lly farmed agency, the subdivider bd17. be encouraged to f'~nish the fire protection available over etnd tJ~ove the m~w~m„m requiramentso Static water pressures shall be such as to deliver the required fire flaws at a flawing orr residual. pressure of 20 pounds par square inch overend above the nor~i consumption de~ssds of the systeme In. no case shall ttte fire hydrant spacing be more than 80a feet from F~pdrant to hydrant, or more 1,A0 feat from fire hydrant to the center of aqq~ loto 2a s Fire hydrants shall be of idxe type factiu ed by D2o Greenberges Sons, ar equal-, and st~tl. be of the improved Los Angeles Type 54. GR for the high valve and heavy industrial areas and Type 53 GR for tie closely builfi~upon residextt3al axed standard residentialo The type required for mauntein or rural subdivisions of i~deq~aate water supp],~. small. be Ho Greenbergts Sons Type 1~3 L~rf Hydrant as shown is Greanberg~s Catalog ttTt', or equslo 3o GS>astrne~t3.ona F`.;-t'e ]~x~.nts sba~l- be oonsfructed in accordance with Appendix IIZ of this resolut3ona 4o Distr.~.butaon System: The supply mains, arteries, and secondary feeders sha11 eastezxl throughout the systame These shall be of suf'fieient si7ss, eos~sidea*e 3.ng tlasir length anti character of the seetiona served, to deliver fire flora sari eonsumptioa demands to alI areas servedo They shall, be properly spaced and Ioopede No pipe less than G--inch d3.ameter is recar~anded for fire service and 6-inafa pipes shrnsld be limited to a length of not aver b00 feet ualess looped, except that in mouxxtain r~xral. subdivisions /~ inch pipe may' be all.awed in place of ~3nch pipe, 7xi c~anerci.~, industrial, or urban subdivisions, coned for R 3, or higkt dextsity building, pips signs should bs not less than S inches and inter m~ 3lll/bs coatiee$ed within every b~ f®et. 5. S~;ir~ of Valnes: The distribution system sI~Zl be equipped ttith a sufficient number oP vglves so located t~.t ua single case of accident, breakage, or repair to the pipe system will ueeessitats the shtttdowa of an artery or a Zeagth of pipe greater than 1,600 feet. Attached hereto eyed incorporated herein as if set forth in f4syl are Appendixes T, TT, TTT, IV, V, VT, YTT, VITT, AND I%. PASSED AND ADOPTED by ~e Board of Supervisors of the County of Butte, State of California, at the regular meeting thereof on the 9eh day of April , Igbg, by the Palbtting 'wrote: AYES: Supervisors Dunaway, Howsden, McKillop, Pryde and Chairman Maxon NOES: None Ag~~Y None ATTEST: J'ESSTE ROGERS, Cotmty Clerk and Ex-~off3sio Clerk of the Board of Supervisors Depu ~~~ ~.~ C~irman of the Hoard of spa ~erv3.so~s, Co~auu~ty of Butte, Stets of California ,~.~ a ii ffPPc-N I~t X ~ f ~ I _ t• SUBORADE 95 % COMPACTION -~~ 4° CLASS A A. B. I I/2" MAX. 1` 2° CLASS A A~B. 3/4" MAX. n NOTE : 60' Minimum R/W ridth. DOUBLE SEAL COAT O MA~fOR ROAD HIGH DENSITY-LOTS AVERAGE LESS THAN 100 WIDE ze' ,• _.,.~, ~ '`POiNTf I -2% '2%--~ !POINT I - SUBORADE 90% COMPACTION 4°CLASS II A.B. { 1/2° MAX. ~2 ; k ~ ,' 2`~CLASS IIA,B. 374 "MA X-.- p NOTE :. 60` Minimum R/W width, DOVBLE SEAL COAT N O - - - LOCAL ACCESS ROAD MEDIUM DENSITY -100' LOTS AND LARGER ~$UBORADE. 90~ COMPACTION} 4°CLA337[A•B. 11/2"MAX, i~~2. ' _ 2"ClASSII A. B. 3/9" MAX:. • i °~ NOTE : 60` Minimum R/w. width DOUBLE SEAL COAT C MINOR ROAD NOTE: (i) Aggragate Base composition may vary from a lesser thickness to a greeter thickness if engineering studies and design are made. (2) Type of Aggragate may vary if engineering design and economic consideration warrant. (3) See Subdivision Ordinance for alternates To these drawn standards. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TIT~•E RURAL -HILLSIDE MOUNTAIN RECREATIONAL ROADS SCAi_E : I" = B'-o" 3' 16 ` 3' ~' ~ 3iINGE HINGE POINT POINT _po~_~ 0 50` " ' . I ~ ~i '`~ ~ • • ~ `SUBGRADE 90% COMPACTION - F-• b a"class a a.e. I I/z"MAX. 2" CLASS IC A. B. 3/4" MAX. NOTE: 50' Minimu m R/W width DOUBLE SEAL COAT NO PARKING ALLOWED ONE WAY LOOP ROAD 6CALE I" = S'- 0" -60' MINIMUM HINGE /POINT ... r ~~ ~ HINGE ! POINT - - 20/ i 1 w e ~~j2 . VARIABLE .~ - 3 ° u HINGE ~ ~ ~b COMPACTIO ? SUBGRADE 90 0 N POINT ~ 3' 2' i2' 2 3' HINGE POIN7 A" CLASS II A. B. I I/2" MA%. 2" CLASS II A.B. 3/a" MA%. I ~ -2%-- , L , .. 3' DOUBLE SEAL COAT 0 60 - -" ~ ~ '~ NO PARKING ALLOWED -~{ - ! O ' ~ b 0 2'COMPACTEO EARTH SHOULDER ONE WAY ROAD SPLIT LEVEL scaLE I" = 12' - o" COUNTY OF BUTTE DEPARTMENT OF PUBLIC WpRKS TYPICAL SECTIONS FOR TITLE RURAL - li1LLSIDE MOUNTAIN RECREATIONAL ROADS SCALE : AS sHOwN 40~ FACE TO FACE 36~ I~ ~ -2% -2% -.... ~ SUBGRADE 95 % COMPACTION ~ 4" CLASS II A.B. 1 11/2° A.C. SURFACING 1 MINIMUM iF NOTE: 60~ Minimum R/W witlth. FOG SEAL NORMAL CONSi..RO LLED CURB. ~ SUBJECT TO ENGINEERING ANALYSIS. SOME CASES VERTICAL CURB. MAJOR ROAD LOCAL. ACCESS ROAD (OCCASIONALhY) 40~ FACE TO FACE 36' I I «~- - 2 % - 2 % --+ t- SUBGRAOE 90 % COMPACTION ~ 4° CLASS A A.B. 11/2 ~~ A.C. SURFACING ~ MINIMUM ROLLED CURB FOG SEAL. NOTE: 60~ Minimum R/W. width. LOCAL ACCESS ROAD 36' FACE TO FACE 2.5~ 32' I _ 2.5~ -.~ `SUBGRADE 90% COMPACTIDN/ 4°CLASS II A.B~~ 1 I I/2° A.C. SURFACING f MINIMUM NOTE : 50' Minimum R/W width. FOG SEAL / MINOR ROAD CUL-DE-SAC ROAD NOTE If within the Urban Limits as designated on Appendix I of the Resolution , the Standards of The adjacent City shall govern. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TITLE URBAN SUBDIVISION ROADS scALE : I" = e' - o" 38` .___.__. _...._._.~ 3' IB' ~ 18 ~..._._o _-.-~....._..~ I ~ _3 __ I'„--_.-__ _ _-____--_....__.__.. q Hinge ~ i Polnt ~ _ 2 ~ Y ~ POirtt ~- - 2 % 111 0.50 __ _ ~¢~--~ ___.'___ , ~ SU BGRADE 95 % COMPACTION ~ 4° CLASS II A.B. I I/2" MAX. ~~2 .~ 2" CLASS IE A. B. 3/4'~ MAX. ~~ DOUBLE SEAL COAT. o I' GRAVEL SHOULDERS GRADED DITCHES MAJOR ROAD UP TO 100' LOTS ,AVERAGE FRONTAGE IN SUBDIVISION a o' 3. ~14,------~-.~.-----4___..~.r-~ 3 \~' Hinge ~ ~ ~ •Hinge int =- J - __-___ _ ___-____..___---_.. Point 0.50 ~pp., rat ~._..... ~ _ ~_.~..~ ~ i IE ~•SUBGRADE 90°/a COMPACTION ~ 4'~CLA SS ff A.B. I I/2 °~rM~A Xv. ----II t- 2° CLASS II A.B. 3/4 ~~ MAX. ~ DOUBLE SEAL COAT. O E~GRAVEL SHOULDERS GRADED DITCHES LOCAL ACCESS ROAD LOTS OF 100' TO 300' IN WIDTH , AVERAGE ~ 3' Hinge 3' Hinge Paint Point I 0.50• ~_..... _ ._.. __...r'i_,._ ~ _~..W.,.__~..r--- ~J`-\'--_.__.----- -- ~ ~ 5UBGRADE 90 % COMPACTION -3 '2 •~~ ~ N 4" CLASS A A.8- 1 t/2" MAX. 0 2" CLASS II A. B. 3/4" MAX. DOUBLE SEAL COAT, I~GRAVEL SHOULDERS GRADED DITCHES MINOR ROAD LOTS 300 WIDE OR LARGER NOTE so' ,Minimum R/W width COUNTY OF BUTTE DEPARTMENT 01= PUBLIC WORKS TYPICAL SECTIONS FOR TITLE RURAL-SUBDIVISION VALLEY TYPE ROADS scaLE i" = e' _ o" i 40~FACE TO FACE I - 2 % ` Z °~ I r-r ~ i ~...._...,.-r. f t SUBGRADE 95% COMPACTION BASE-GLASS II AGGREGATE. THICKNESS DETERMINED HY °R° 4ALUE5 COP RE LATED WITH TRAFFIC INDE%. 6° CLASS II A.B. (MINIMUM). 2° A.C. SURFACING -MINIMUM. NOT£ : 60~ Minimum R/W witlth. FOG SEAL. NOTE (I) Width of~ Right of Way and P°remarti to be da tar mined by eonaulfo tion with Department of Publie Wor ka , with proper conaidar4lion given to the Master Plan and other Plonninq con aiderafion. (2) 8~~ Curb and Gutter Re4uired. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TInE COMMERCIAL - 1NOiJSTRIAL $U$OIVISIONS SCALE I `~ = 8' - 0~~ „o - ,s „1 3~v~s SOd02i 3~ ~IOa~ _ 3111 2i0~ N011~3S ~17~IdJll SN~JOM ~1~8f1d d4 1N3W1bdd3C1 311(18 ~0 ~11Nf10~ 'R~uo apps q~no Bui~iod 'uois~n~pgns ~o uo,loooi 41~rn Rion s~uawaiinba~ uo~~On~jsuo~ :310N 0 O NOilOVd W00 %06 30V1i'JBAS~ ~v m Ir ~ wlod eCmy ~___ _ _ 41P!• ,pfd wnwi~iyy ,OS r z rn "'"-'.~" OS"0 \ r~ E 9~ 20' Hingh ~ ~ Point Hinge Graded 20' Section 15% Grode Max. Base and Pavement optional. Culverts and Drainage structurs Required. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTION FOR TITLE UNIMPROVED ROADS scaLE I" ~ e' - o" r-_~..._~.,....__..-__..____-__.-____36~ ~.. _...__.._......_...... ...~ ___._. I 3' '~ rt ITS __- ___ \ ~ .~~ ~ f HINGE HINGE' I _ 2 0~i POINT \ ~ POINT _ ~'~- 0.50 -ice ~~^`i _~ '~~2 . -~ ~ ~-- SUBGRADE 95% COMPACTION 4°CLASS II A. B- I I/2 ~~MAX. . ~ 2"CLASS II A. B. 3/4° MAX. "o NOTE ; 60` Minimum R/W width. DOUBLE SEAL COAT 0 MAJOR ROAD HIGH DENSITY-LOTS AVERAGE LESS THAN 1001 WIDE ze' E I' F.. ._ 13 _...._~_-__ ~ 3~-...I I SUBGRADE 90% COMPACTION 4°CLASS ]C A.B, I I/2° MAX, I 2°CLASS II A.B. 3/4 '~ MAX. NOTE : 60 Minimum R/W width. DOUBLE SEAL COAT i LOCAL ACCESS ROAD MEDIUM DENSITY -100' LOTS AND LARGER ~ 3 2~ 10` E 10 2~ 3~ ' ~ HINGE ~ HINGE ~POIN7 ~ ~ -2% -2% --+ _ POlNY1 0.50 ]]]]]]~~ tSUBGRADE 90% COMPACTION ~ 4° CLASS II A.E. I I/2' MAX. 2°CLASS 7.L A.B. 3/4~~ MAX. '~ NOTE : 60' Minimum R/W width DOVBLE SEAL COAT 0 MINOR ROAD NOTE: (11 Aggragate Base composition may vary from O lesser thickness to O greater thickness if Engineering studies and design are made. (2) Type of Aggragate may vary if engineering design pnd economic consideration warrant. (3} See Subdivision Ordinance for alternates to these drawn standards. f COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TITLE RURAL -- HILLSIDE MOUNTAIN RECREATIONAL ROADS scALE : i" = a'-o" ,. ~/s/6s APPENDIX IV •._ _. .. SPECIAL PROVISIONS FOR WORK PERFORNfED ON COUNTY ROADS ~~ SUBDIVISION STREETS IN BUTTE COUNTY GENERAL: All work.performed.on the Butte County Hig'kii~ay~Syste~ri and an subdivision streets proposed fob acceptance into said highway system shall conform to the applicable.provisions of the "Standard Specifications, State of California, Department of Public Works, Division of Highways", latest edition, and in accordance with the Resolution .adopted by the Butte County Board of Supervisors. The above specifications are to be modified as follows to adopt them to the particular conditions in subdivisions. Methods of measurement and payment referred to in said Standard Specifications da not apply to these special provisions. The intent of these specifications is quality control of the subdivider's work. Any and all costs of street and other improvements, except by special agreement, shall be the responsibility of the subdivider. 1, CONTROL OF THE WORK: Control of the quality of work shall at all times be vested in the Director of Public Works of Butte County, hereinafter referred to as "Lirector" or "Engineer", and his aut.*~orized agents, as set forth in Section 5 of said Standard Specifications. Section 5-1.07 - Lines and Grades shall be modified as follows: "The subdivider's engineer shall submit plans and profiles for the approval of the Department prior to the beginning of any work. Line and grade stakes, sufficient in number to produce a true and work- manlike job, shall be set by the subdivider's engineer accozding to the plans and profiles as approved." The Engineer may check the acc- uracy of these stakes at any time. The subdivider shall be responsible for notifying the Engineer 24 hours in advance at the following stages of the work: 1. Notification by contractors of when they move onto job. 2. After work has been laid out, clearing is complete, and grade stakes are set, but before any grading has commens=ed. 3. Subgrade is complete, ready for aggregate base. and/or curb and gutter work. 4. Aggregate base is compacted and finished and ready for prime coat or penetratioa~ treatment. 5. Prime coat or penetration treatment has been applied and the surface is ready to receive paving or seal coat. 6. Clean-up is complete and ready for final acceptance. 7. Notification of suspension of work and also, before resumption, Any work installed without such notification shall be considered as not in accordance with these special provisions and shall be removed, replaced, or torn up and recompacted if, in the opinion of the Engineer, it is necessary. 2. CONTROL OF MATERIALS: Tests made for the control of material used in the work shall be in accordance with the technical provisions of Section 6 of said Standard Specifications. .Tests shall be made in the field by employees of the Department of Public Worka or in laboratories approved by the Engineer, unless otherwise approved by the Engineer. Materials from commercial sources shall be certified by the vendor and such certification shall be delivered to the Engineer or his represen- tative before the material is incorporated in the work. Aggregate base material from untested local pits may be sampled and tested by the Engineer or his representatives. The cost to the subdivider for such tests, the number required to be determined by the Engineer, will be Fifty Dollars ($50.00) each. '3_ C:T.F.ARTNC AN11 [_RiTRRFNR- Clearing and grubbing shall be done in accordance with Section 16 of said Standard Specifications. The following clearing shall be performed in addition to the work described in said Section 16: Trees, groi~th and parts thexeof which grow or extend within 7 feet of the roadway sections shall be removed and 3 feet outside any cut or fill slope shall be cleared. 4. EARTHWORM{: The earthwork involved shall conform to Section i9 of the Standard Specifications as modified herein. The relative compaction of roadway embankments shall be not less thani 90 percent, in lieu of conflicting requirements of Section 19 of the Standard Specifications. 5. AGGREGATE BASE: The quality and placing of aggregate base shall be in accordance with ~.1i~~ :;.o,~~.s~.cr:s of "ect:~or 26 :af sa..id Standard rpec~if.oa8tiio~a.~, '`fi't":' S'F,:p"k?A4:3 ;.xt "s~~ ~.C3E''i14:~t"3~. .>',.'.}Jft'l. ~T;~.;~ 3 O~:x ~ t~l@ c1~ 6GF:~'evrc.~.~~ .h 5~: L~;;~f .k: v Class 2, 3/h" maximum size, in lieu of that specified on the typical roadway sections. The Engineer may require a resistance value test, priar to placing of aggregate base., if, in his opinion, the basement soil is not of a suitable quality and may require a thicker layer of aggregate base. The structural section for. streets in commercial subdivisions shall be determined from resistance value tests based on a traffic index to be determined with each subdivision, but shall have a minimum of 6 inch aggregate base. 6. PENETRATION TREATMENT: Penetration treatment in accordance with Section 36 of said Standard Specifications shall be applied to the full width of subdivision streets. Liquid asphalt shall be SC-250 conforming to Section 93 of said Standard Specifications and shall be applied at the rate of 1/4 to 1/2 gallon per square yard, the exact amount to be determined. by the Engineer. No penetration treatment shall be applied between October 15 and May 15 or when either the air temperatures or the aggregate temperature are below 60"F., unless approved by the Engineer. 7. SEAL COAT: Where permitted, a double seal coat conforming to Section 37 of said Standard Specifications shall be applied to the full width of the sub- division street (see typical sections). $. ASPHALT CONCRETED Where regufred, 2 inches of plant-mixed asphalt concrete shall be applied to the full width of the subdivision street (see typical sections). Plant-mixed asphalt concrete shall be Type "B", 3/4" maximum, using crushed rock or crushed gravel, and paving asphalt 200-300, manufactured and placed in accordance with Section 92 of said Standard Specifications. A prime coat consisting of 1/4 gallon per square yard liquid asphalt SC-250 shall be applied to the sub-base before asphalt concrete is placed. A fog seal in accordance with Section 3~ of said Standard Specifications ,shall be applied to the surface. 9: CONCRETE CURt3S, GUTTERS, AND SIDEWALKS: Concrete curbs, gutters, and sidewalks shall be placed in accordance with Section ']3 of said Standard Specifications and to the standards of the County of Butted Portland cement concrete for curbs, gutters, and sidewalks shall be Class H, 1-1/2" maximum size, as specified in Section 90. The slump for concrete placed in curbs and gutters shall be not more than 5 inches. 5ubgrade under curb and gutter shall be compacted to nat less than 90$ of standard compaction. ~. 3, X2/58 APFENDIX V SUBDIVISION AGREEMENT THIS AGREEMENT, made and entered into this day of _JJ , 19~, by and between_ __ _, ,~_ ~ hereinafter called °'Subdivider", and the County of Butte, a political subdivision of the State of California, hereinafter called "County". W I T N E S SET H: The parties hereto agree that the Subdivider shall complete the road and street improvements, tract drainage and all other improvements required in the approved construction plans for the W, _ subdivision as per the map being filed at this time in the office of the County Recorder of the County; and Subdivider further agrees that the construction of said improvements shall be completed to the satisfaction of the Director of Public Works within one year from the date hereof, and shall be constructed in accordance with the approved plans on file with the Butte County Department of Public Works and the specifications for subdivision roads adopted by the County and the applicable sections of the current edition of the State of California Division of Highways Standard Specifications. The Subdivider shall cause the work to be completed without undue delay except for inclement weather or other reasonable cause. Any delay in the completion of the work beyond the period stated, unless an extension thereof is approved by the Board of Supervisors, shall result in forfeiture of the cash deposit and/or securltyr or a portion thereof, for the completion of the work. The Subdivider further agrees to maintain these subdivision roads for a period of 1 year from the. date of acceptance of the work by the County Board of Supervisors. The Subdivider further agrees that he will pay all the costs of improvements when due, including all labor and materials and the cost of relocating existing utilities when such relocation is necessary to permit the construction of improvements required for the subdivision. The Subdivider further agrees to pay for the setting and establishment of all survey monuments and points as shown on the filed subdivision map. The Subdivider further agrees that at the time of execution of this agreement, he will deposit with the County in the form of a cash deposit or acceptable surety bond or bonds to guarantee the performance of work, payment for labor and materials, maintenance of the facilities for a one-year period, and payment for surveying in the amounts listed below: 1) Performance in amount of contract prise $ 2) Labor and material in amount of 508 of contract price $ 3) Maintenance bond in amount of 508 of contract price $ 4) Surveying bond in amount equal to estimate of work $ The County in consideration of the terms above referred to, agrees to permit the Subdivider to file and record said subdivision map and recognizes the subdivision described therein as a subdivision complying with the ordinances and requirements of the County of Butte and the applicable laws of the State of California. ZN WITNESS wFiEREoF, the parties hereto have set their hands, the day and year first above written. Approved: Aepartment o Public works covNTx aF BITTTE C a rman o t e Board of Supervisors Address Name ATTEST: Jessie Rogers, County Name '~ Clerk and exofficio Clerk of the Board of Supervisors Acl ress Depu y Name - Address ,~ Name --... Address ~ ~ - Dame - ._._.. ~ ~ .~------ Aid-ress' ~ ~" I' - , ~,~ TOz Ci~3.~o~s Co~i~cao o-~ Subr~ivisions ~'tZOP~Ie ~ Deptzx''i,TaQ~.'~ oc^ ~'ut~3~.e tifl~lts REs ~'.~opc~sod S•~avls:ioA Orc?~+.~a~co ~c1 Reso~.~.i:~.on 1?U'i7[ C~Ui'd`IY ~u;iiu~tL f~°i,~R 13 ]968 OROUILLE, CALIFORN1n Wad ~sfa~nce ~o ~~e abrssro su'bjee~, a~'uaebod is ~' ~'i.~7. c~e~~. oc' -moo osd~.xza~.ce, ros©1~.'~io~ t~1 ac~aciaact app°nd:i~es. 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