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Home My WebLink About77-049. '~...:~ ~ ~ ..~SO~,U~XON REVZSI~NG I[+~R~V'II~N~ _.~iNl]ARDS ~ FOR SU~D~V~S~O~TS, PARC~I, MA.PS AND $TTE ~RQVII~lII~TS PURSUAN'~ 'SO C~''~ER 20 Q~' TF~iF ~U~T~ COi7NTY COAE It'~SOL~~ON N4. 77--~+9 1 2 3 4 6 8 7 $ 9 ~a 11 12 13 ~.4 ~~ 16 17 18 ~.9 20 21 22 23 24 2S 26 WH~RF„P,S, under ~he pzovisions of Chapter 20 of t~.e Butte County Code, ce~tain standards governing sani~a~ion, public improvements, fee schedules, and other specific ~equirements are to be estab3~zshed by resolu~txon by the Board of Supervisors, NOW, T~iEREE`O~E, ~~ ~T ].tESOLV~D that the Bu~~e Co~n~.y Board o~ Supexvxsors hereby adopts ~h.e ~evised Zmprovement S~andards for Subdi~rzsxons, ParceZ Maps and Site Impro~remen~s da~ed March 22, 1977, Set of said standards are a~~ach~d hereto. PASS~b ANb A~]aP~A tlnxs 22n.d day of March , 1977, bq ~h.e Board o~ Supe~v~.sors of the County of Butte by ~he foJ.lowi.ng vote: AY$S:Supexvisors Lemke, Madigan, Moseley, Wixzston and C~airman Rich.ter : NO~S : ~'one ~ ABS~I~TT: None z~a~ va~~~: None A~T~S~: Clark N'elson, Clerk of Baaxd ~ Clerk/Deputy ~ ~ ,~ ..- Chairman, Board o~~Supervisors Countiy of Bu~~e Published by Order oF TH ~ ~~ARD O~ ~EJF'~F~~1~~~5 r-~~ March 1977 . r , si ~ 1 I ~SOI.dT~iE]`~ ~k~~~G IM~tOV~4~I~ STA~ARDS i'f3A SFJ~t~I~SI0I~3, RA~~P~L M~P~ ~~b 5~~~ IYi~$i~pF,M~sY~S ~ PVR8~A~1'I ~d ~PT~R 2~J 4P ~~U'~`~E Gi~'PiTY E~DB I 1!3 g5~'ASI.ZS~~ ~Y Fi~SDL~f3~I0~ i~. 77-~59 RE~~ION 77-1~? 1 t'~~o $~SO~LS~.'~L~83 ~Oa ~~°~~ W~~ ~3~$ffi$G~ 328~ $G~Qp~~$ 't?'~ L~1~ ~~t.$ ~r'C111~~'~ 2 Bo~~d of S~~x~ri.~v~~ ~ Piar~h 22, ~.977 0~xaz~~~ ~~ ~la~ prarrisians a$ Chapt~r 3 2tf o~ th~ ~s~t~ Co~sxatg Cad~ e~ ~a~~b1~ ~t..~z~~~ ~or subd~.vi.sioaa ~ad' l.a~ ~ ~~.v~m~e~~= ~ ~ , t~a~ &a~ ~~ 6t~p~rv~~c~r~ d~a~ir~~ ~a s~r~d c~r~i~ s~utdard~ y 8 ~~x~i~ #.~a~~ p~x~iL~al~ ~~ s~~~.~~~o~ t~ra~d~ ~r~ ~.2~~ ~bdivis~laA ~egxes~ 7 r~t~t o g ~c~-a ~t~~ ~~ I~ 8~5~7%~~ ~ tYa~ &~~~~ ~oc~ntp ~rci ot Suge~nri~~rs 9 ~n~~ ~p~d~ gR Su~~s~~~i~ ~~~~~ ~~ ~~~~~~ ~+asxd~d ~o rsqu3.re A b~oad. o~ 10 cg~~ d~~~te i~ ~h~ ~~Ilae~f~n~ ~xs~~~: . ~ 11 I e ~rfox~~ ~~~~ a~sas~ a~ ~(T~ af t~~ coaes~~~t pric~. _ 12 2e 7~.~o~e ~~3 ~a~L~~~1s i~ the ~sa~~ a~£ ~'~ ~f tk~ eo~~a~ac~ px~~~. }.3 3. ~fx~~s~~ f~ ~a~ ~t o~ ~5~ of th~ ~aa~rat~ pr3c~. 1~ 4a 5~a~~3rag ~~ ~~a a~a~aeat ~qu~I ~~ es~f~t~ c~ ~ox~C, 15 S~~~~¢f v~ch~xs ~x~ hmr~~b~ ~ppro~r~ i~a lisu taoas~~ sub,~~ct to. ~6 aA ~00~ ~~e~~~. ~4~ ~~~r ~ mffit~a~~1s, 7Sx ma~intear~u~e ' ~'7 (~t s~~~r~~) ~~ . 18 ~0 ~~~,s2c~p~r° s~r~~.xa~~r g~g~~ ~~st e~r~i~~ vaus~~~ f~~c Ph1 flir~¢to~c' ~ 19 e~zdoss~ffit tv ~~wf~~~ ~ad lca~ ao+~p~ni~~ o . . 20 ' 2~. 22 . - 23 ' ~ 24 23 28 f• _ ~ ~ ~ESOI~T~BId REt~ISING Il~RO~I~T STANDA1tD5 F(3R SUBDI~3IQATS, PARC~. k'fAPS ~ND 8~ Il~'H0~ffi~1Ti4 ~t#RSUANT ~'O CHAP`sER Ztf OF THi~ ~]TT~ COUN'i'X ti~DE _. ,~~ . ~ . r.4 r 1tESOLUTI~N NG. 77-49 = : . 1 2 3 4 fi 8 7 8 9 ~.Q 11 12' 33 14 ~5 1B 17 18 19 20 21 22 23 24 ~5 28 W~a~'AS, ea.ad~r the p~rovisiana af Chapter 20 of the Butte Coim,~p Codef c~rtain sta~dards ga~v~rn~.r~g ~a~it~tion, public ~.mpraaemeata,. fe~ ech~du~.eB, ~aad o~hex ~~ci€ic requiLrements $~ce to ba e~t~t~~i~h~d by resolntivn bq tha ~oa~d o~ Supexviso~g, AI~W~ THEkEFORE, 8E YT RESDLVED ~hat the $u~te County mp~rd o~ 5up~rviso~s her~bp sdvp~s the r~vised Lnpra~emer~t St~ndards for 3u~divisivxta, Pa~cel M,~pB ~~d Site Imprav~mente de~ec3 M~rch 22, 1977'. Set of sgid standards $re attached hereto. PA~a~aEri ~AP1D AD4PT~D ~his Z7nd „ dsy of ..,,~ Pt,arc~„ -- -- ----, ~97'7, ~y the Boaxd of S~upe~i.so~~ o~ the Caun~t~ a~ Butte by thg fol~owing vate: AYES :Superv~.sors Lem~ce, Madiga~, Muaeley, W~r~ston and Ch~irma~t ~.chte~ PtO~S : None ~ ABS~N'.~: ~qone LVO'~ V~~Il~G: None /~~-~r /_ ~._.,. --- - - -- --- Chaixman, ~oard ef Sug~rv~.sar~ Coun~y a£ &ltt~ 1~T'~~ST: C~.ar~ I~elson, Clerk of J3aa~c~ i~~C•~*~-~ C1erk/U~puty 1 ~ 3 4 ~ 5- I B 7 $ s 1~ I ~. 12 1.3 ~'1t 35 18 17 ~8 ~9 20 21 ~2 23 ~ ~ 26 N~W, .~EaEFOB.~~ sE I'~ ~tlR'~ER ~~i.VED bp ~he Butte Caemty Baard af Supe~srisars ~t A~,pcn~~ Y~ F'+er~o~ance Saarl {tqpical vordi~g) b~ deleted ~d tha~ Lh~ baad~ ~h~~.l be i~x tk~~ ~erm p~t~eeczil~d f~ S~etian bbr+99.1 snd ~99.~ ~~ t~ae ~u~9.v~iaa ~a.p ~~~ as ar~ecxd~d ~~t~ry 1~ 1977e ~ P~SS~ AI~FD ADOPT,~~D ~h~.~ ~~r af ~u~e , I977. bq rhs B~xard o£ $s~pnri~i~aY~ b£ ~~ C~ty cf &at~~ by th~ ~'ol~.a~ng ~ot~z AYF,S: Supervfsars Le~ke, k~.oseley, Wiaastion and ~a~.rm~a ~chter ~OES: Hane AS~~1C: Sn~servisor Msdigan - ~dT TTOxI~G: ~don~ - . ~ ai~~:e ~xd o~ Snpexv5.sors ButCe Crsa~tnty. 3ta~.te af C.etlifart~f.n A1T~ST: Cle~k 3~~l~oaap C~ntp Cl~rk ~~~.~~, ~ L1~~~~~~~~ F ~. TABLE 4~ CONT~NTS REVISED ZMPROV~MENT STANDARDS FOR SUBDIVISIflNS, PARCEL MAPS AND S~TE IMPRQVEMENTS PURSUANT TO CHAPTER 20 QF 'Z'~rIE BUTTE COUN'TY CQDE Page 1.0~ PURPOSE---------------------------------------~_____ 1 2.00 DERTNITIONS-----~----------------------------------- 1. 3,00 GENERAL REQU~RII+~EN'~5----__.._______________..______....., 3 4.00 STANDARD SHEETS AND SCALES-----_..___..____________~.._ Zp 5,00 PLAN DETAILS---------------------------------------- 1Q 6.00 INSI'~CTION DURING CONSTRUCTIOI~---------------------- 14~ 7.D0 ~'TNAL INSPEC'~ION----------------------~-------_....____-- 15 8.00 AS-BLiIL~ PT~AN~---___~.____..__________..__---..--------- 15 9.D0 STREE~S AND H~GHWAYS-------------------------------- 16 10.00 STORM DRAINAGE-------------------------------------- 24 1I.00 SEWAGE DISPOSAL------------------------------------- 42 12.00 WA`~~R SUPPLY---------------------------------------- 46 ~.3.00 F~RE STANDARD~-___.._____.._----____.~.~__........____..___..- 4.9 i Al'P~NBIXES Page Appendix ~ IIxban Azea Maps Chico Urban Area---------------------------------------~-----.,.._w....~ Grid~ey Urban Area------------------------------..........__..___--------2 Oravii~e iTrban Area-------------------------------------w__...._......_-3 Mounta~.n Recreational Area--__..-------------------------------------~ Paradise iJrban Area-----------------------.._...._..........---------------5 Appendix TI ~rpical Sections For Coc~me~cial-Industrial Subdivisions------------RS-1 Typical. 5ectior~s For Urban S~bdivision Roads--------------~--w-~w-__RS-2 ~rpical Sec~i.ons For RuraL-Subdivision Va1~ey Type Roads--------~---RS-3 T'~rpical Sections For Ruxal.~Hillside Mountain Recreational Roads----RS-4 'I~rpical Sec~ions fox~ Rural-Hi1.l.si.de Mountai.n Recreational Roads----RS-S A. Dne-Way Loop Road ' B. Qne-Way~ Road Sp~.it Level TYP~ca1 Section ~'or ~'rontage Aoads------------------------------~--RS-6 ~rpical Sec~ion Fa~ Min. Hillside Mounta~.n Rec. Road ~mprovement---RS-7 '~ypzcal Sections For Non-Urban Area Lan.d. Divisions-----------------RS-$-LA ~pical Sections ~'or ~Trban Area Land Divisions------------------~----RS-9-LD Appendix IT~ Standard Vertical & Ro1led Curb, (~ t~er &~idewa~.k-~~---~w-»--------5-1 Standard Vertical & Ro11ed Curb & Gu~~er---------------------------5-2 Standard Driveway Approach---------------------------------------.._g_g Standard C~oss Gut~ex---~_--_.._.......,..--..------------------------------5-~+ Standard P.C.C. Pedestrian Rasnp TYpe A-----------------------------5-5 Standa:rd P.C.C. Pedestriam Ramp '~'Ype 8-----------------------------5-6 Standaxd HeadwaJ.l. Structural De~ai3.s-_..__.,.....~_......_,.----------------5-7 Standard G~ '~ype Drop Inle~ & Details--ww--~-_.»....-------------------5-$ 5tandard Type ~~C~~ Inle~-----------------------------..____,..,....___....-5-9 Standard Concrete 'French Cover For Stree~.s & Sidewalks-------------5-14 5tandaxd Street Survey Monument------------------------------------S-l~. Standard County Raad Sign------------------------------------------S-I2 Standaxd Street & Stop Sign 1'ost Betails---------------------------5-13 Standard Temporary Cul-de-sac--------------------------------------5-1~+ Standard Perman.ent Culwde-sac---__.._.._..-----------------------------5-15 Dri.veways Fax Rural-Hills~.de Moun~ain Recreational Areas---~~-~~~---5-16 Typical De~ails of Pavement Replacement and Backf~l]. RequXx~emen~s~WS-17 Public Road Connection---------------------------------------------5-18 ~tandard Man~oJ.e»___.._..__..__.._...,-----------------------------------5-19 S~anda~d Dxop Ma.nhale-__......_...._....__.._...._.._---..---------------------5-20 Approved Methods of Laying Pipe------------------------------------5-2~ 'I'ypical Method For Setting Appurtenances---------------------------5-22 S~andard Flushing Ho1e C.~. Frame & Cover-----~-_---~---~-~-----------5-23 S~andard. Ma.nhale Frame and Cover Aeta~.ls---------------------------5-24 ii A endzx I~I (ContXnued) Eccentric Manha~e Details~w_~_________~_~___M_~______----.----------5-25 Standard 30" Dry~rell On ~'ubl~c R.O.W.----------------w~___~_-------5-26 S~andard Fire Hydrant Ins~ailation-------------------------------~~5-27 Standard Fire H~drants---------------------------------------------S-28 Swimming Pool Connact~on ~ar ~ire Protection-----------------------5-29 Guard Panel & Guard Post D~tai~s-----------------------------------S-30 Appendix IV Drainage Cha~ts Rainfali Intensity V.S. Duratian-Design Char~, Oroville A~ea-------A-1 Aainfal~ Tntensity V.S. Thiration-~esign C~a~t, Paradise Area-------D-2 Rainfall Intensity V.S. Duration-Design Chart, Chico Area----------8-3 Minimum Culvert Sizes For Given "Q„__~__w__~___~~------------------D-4 Values For Estimating Coeffic~ent of Runoff "C"---------------------D~5 Headwater Aepth Circular Pipe--------------------------------------D-6 Headwater Deptn Pipe-Arch------------------------------------------D-7 Maxi~.m Velocit~es For Channel Lining----__~~----------------------D-8 Stone Size For R~pWRap___________w______~__Wr_w__~~~~--------------D-9 Culvert Cover----------------------------------------------------~-D-10 Drai~age Ca~cu~ation Fo~------------------------------------------D-11 Appendix ~ Subdxvxsion Agreement & Bonds--------------------------------------1 A endix V~ Construction Standards ~or Community Water Supply Wells----=-------I Appendix VIY Minimum Useable Lot Axeas Fo~ Subdivisions And Land Bivisions Where Indiv~dua~ Sewage Disposal Sys~ems Are To Be Used; Minimum Separatzon Dista~cesW___________________~______~~_~___M___~x Appendi~ VII~ Fees---__~_w_~__w_~_____w_~________~_~Y__~___________~w_w_w_~__r~W_~ ApPendix IX Storm Drainage Fees»w--_W__~_w_-__-__w~__~______________~_w»w______~ Apper~dix X. Processin~ F1ow Chart far Parcel Maps and Subdivision Ma.ps--------»1 Appendix XI_ Co~nty Ordinance ~~1453, Additional Improvement Requixements For Certain Buildings Wit~in '~e Urban Area----__.._------,,,.-------_,._--1 iii. ~MPROVEMEN~ S~AI~]ARD$ FOR SUBDIV~SZQNS, PARCE~, MAPS AND SITE ~MPRQVEMENTS PURSUANT TO CHAPTER 20 OF ~IE BUTTE COi~NTY CO~E 3..QO PURPOSE: 1.01 It is the purpose of these Improvement Standards to provide mini- mu~n standards ~o be applied to xmprovements and priva~e works to be dedicated to the publi,c and accepted by the Caunty for mainten.ance ar operation, as we11 as improvements to be installed within exisring rights o~ way and easements. 'T[~is is necessary in order to provide ~or coardinated developmen~ of requi.red ~acilities to be used by an.d for the protection o£ the publa.c. Th~se standards shall app~y to and regula~e ~he d.esign and preparation of plans for construction of streets, highways, alleys, drainage, sewerage, street ~ighting, water supply faciliti.es and. rel.ated public impxa~remen~s. 1.42 Iti zs recognize~. that it is not human~y possible to an.ticipate alI si~uations that may arisa or to prescribe standards applicab~.e to every situ- ation, 'I`~erefore, any items or situation nat included in. these ~mprovement Standards shaJ.l be designed in accordance with accepted engineering practice,' the S~andard Specifications o~ the State of California bepartment of Trans- portatian, and as specified by the Director o£ i'ublic Works. 2.00 ]3EFINITIONS: ~ 2.0~ In these Improvement 5tandards, the inten~ and meaning of the teruts that are used shaJ.l be as defined in State Standard Speci~ications, and as ~-erein specifical.ly noted. 2.01-1 Consulting Engineer - Any person or persons, firms, partner- shxp or corporation ZegaZ].y auth.axized to prac~ice civil, mechanica~ or electrical ez~gineexing zn ~he 5tate of California wh.o prepares o~ submi~s improvement plans and specifica~ions to the Department o~ Public Works of Butte County for appraval. 2.OI-2 Contractor - Sha11 -~ean any person or persons;, fxrm, par~- ne~ship, corporation, or corabinat~on thereof, licensed. to per~orm -1- F~- ~ the type of work invoived, w~o has entered into a contract with any persan, corporatian, compan y, specia~ district, o~ rhe County a~ Butte as party or parties o~ the second part, o~ his or ~hei~ ~egal representative, ~or the construction of any impxovement or portions of any improv~ment within the County af Butre. 2.0~-3 County - Sha11 mean County of Butte including spec~ai dis- t'ricts ad~~nistered ~y County Board of Supervisors. 2.OI-4 Departmenr of Pub~ic Works - Shal1 mean the Department af Publzc Works of Butte Coun~y. 2.Qi-5 Developer - Siial~ mean any persan or persons, firm, par~- nership, corparation, or combinat~o~ ther~of, financzal~y respansi- ble for the work involved. 2.OZ~6 Developmen~ - Sha1~ mean single proper~ies as w~I~ as subdivision improvement. 2.01-7 Director - Shal~ ~ean the Director of Public Works of B~tte C~unty acting either direc~ly or through the ~~e~s of the appropriate Divisions of the Department of Public Works or their autharized ~epresentatives. D~~ectox shal~ aiso mean the District Engineer where special districts are involved. 2.OX-8 Engine~r - Meaning shal~ be identicai to the definition of D~rec~or as herein defined. 2.0~-9 Laboratory - Shall mean any testing agency or testing ~irm which has been approv~d by the Depaxtment of Publie Works. 2.01-10 Site Improvements - Shall mean xequired improvements other than subdivisions. 2.01-~1 Standard Speci~ications - Sha~~ mean the last iss~ed volume af the State of Califarnia Standard Spe~ifications as issued by the Business and Transportation Agency, Department of Trans- partation, State af Califoxn~ao -2- 2.OI-12 State - As used in the State Specifications, sha1~ mean Butte Countiy, 2.0~-13 State Standard Drawings - Shall mean the Standard Draw- ings and plansc~ ~he Sta~e of Calxfornia, Busxness an~ Transpar- ~a~ion Agency, Department of Transportation. 2.01-~~ Zoning C~ass~~~cat~ons - Shall mean those zones esta~l~shed by and as Iisted in the Butte County Zoning Code. 3 .00 GENEftAL REQUIREMEI~TS : 3.Oi Complete plans and specifications ~or all proposed streets, drain- age faci~a.ti.es, sewexage, street lighting, raate~ d~stiribu~~on sys~ems, in- dustrial developn-ents and subd.zvisions, includi.ng any necessary dedications and easemen~s shall be sub~itte~ to ~he ~3epartment of Public Works for appxov- a1 and this approval must be svbstantiated by the signature of the Director przor to the beginni.n.g of canstruction of any such iQ-pxovements. 'Z?n.e Di~ector o~ his representative sha11 order the Contractor to cease woric on any project i~ said Contractor daes not have properly appr~ved plans in his possess~an. Possessa.on. o~ a complete se~ of County approved plans shall constitute t~he onlp necessary perntit for a Contractor, duly licensed by the State o~ Cali.fdrnia, to perform work o~ tl~e type involved in tne County right of way or easement. The Contzactor shail be bonded as required and meet t~ie xe- quiremen.ts o~ the Coun~y Cpde. All plans and speci~ications for improvemen~s w~tic~ are to ~e accepte~. for maintenanee by the Coux~.ty sha].~. be prepared by a Consulting Engineer pf the app;rppxXate bzanch of engineering covering the work submitted. 3.02 'I'h.e Standard Specifications sha11 be made a part of contract ~.ocu- ments by nate of refe~ence ~urhich shall appear in the Special Provisions and in the Generai Notes of the plans. The note of refarence sha11 ~~ as foliows: "The Standard Speca.ficat~tons are gart o~ the contrac~ documents of this project and a1l mate~ials and constructa.on shal~. ~e in strict canformance wi~h said Standard S~ec~fica~ions or as autho~ized by these plans." -3- 3.03 Three se~s o~ plans ~or subdivisions and eleven sats of plans fo~ site improvements complete and in acco~~ance with these ~mprovement Standards and t~e 5~andard Speci~ications, shalZ be su~mitted along with any required specifications, computations, ~est da~a, and other material requested by the Director, to the Department of Public Works for approval. When ~he p~ans are init~ally submitted to the ~epa~tme~t of I'ublic WQrks the plan check fee for the development wi11 be required as a deposit to inztxa~e checking of the p~ans by the Dx~ectar, Inspection fees sha11 be paid pr~or to approval of p~ans. Should ~he development not be carried to completion any portion o~ the requxred deposit over and above the accumulated costs expended by the Department on ~he deveiopment wilx be refund~d to the Developer. Should there be requ~red alterations or revisions to the p~ans as subm~tted, ~he Director will return one copy with the req~i~ed corrections marked or in~~cated thereon. ~f t~e plans submitted are not prepared ~~ accordance with these Improvement Standards and the Standa~d Sgecifications or not ~n keeping with the standards of the pzofession, the Direc~ox may return them unmarked and u~approved. No plans w~ll be approved nor construc~ion au~ho~ized u~tz1 such time as the Dixector signi~ies his approva~ by his signat~re on the set o~ plans and not unless such changes, corrections oz add~tions are resubmi~ted to the ~irector ~or appraval as previausly pr~scri~ed for ~he original plans. At such time as the Consulting Enginee~ pxeparing the plans has made the necessaxy revisions and the plan check and inspection fees have been paid, the Direc~or.will sign the ~racings in the space provided after the Consulting Engineer has signed rhem. The Consulting Enaineer sha1l deliver the necessary sets of prints ~xom the approved tracings to the Director. - 3.03-I S~ould changes become necessary during constnaction, the Consu~ting Enginee~ must obtain the consent af the D~recta~ a~d resubmit the p~an sheetis ~~at are applica~le. Necessary c~anges shall be clearly shown and da~ed on the plans. Minor changes, -4- wh~ch do not affect the basic design or cantract maq be -na.de upon the authorizat~on o~ the Director but said changes mus~ be showrt on "as-built" pians when the cbntract is completed. 3.03-2 ~xcepted £ram approval are any features of the plans that are contrary to or confZict with or do not conform to any California Sta~e Law, Butte Cou~ty Code or resolution ar general~y acce~ted good engineering practice, in keeping with the standards of the profession; even though such errors, omissions or conflict may have been overlooked in ~he Aepaxtment of Public Works xeview o~ the plans. 3.03-3 I~ the developer e~ects to have a registered civil engi- neer or Zxcensed land suz~reyax o~her than the enginaer that pre- pared the plans provide the construction staking he sha11 provi~e the Director in writing with the name a~ the individual or tirm one week prior to the staking of the project for const~uc~~on. The Developer shall the~ be responsible for providing professional engineering service fo~ any plan changes which may be requ~red during the cvnstructzan phase and £o~ the preparatian a~ revzsed plans for chan~es if necessary and "as-built" plans upon completion of the constru.ction. 3.03-3.1 Canstruction Staking A. Scope - It is the intent o~ this section to define the responsi- b~~ifxes of the Contractor regarding the use, ma~ntenance, and replacement o~ construction stakes. T~ze Developer's engineer WiLi ~u~~s~ the stakes and reference points for the Xmpravemeats relative to the work and restaking as required ~y the County as listed in parag~aph C of this section. ~. Control Stakes - Con~rol and reference stakes for all construction work sha11 be conspicuously flagged. The Contractor sha~L be -5- responsible for the preservation and perpetua~ion of these points, marks, and st~kes. It t~e removal o~ a control point, ma~k, o~ stake is requzred by t~e cnns~~.c~ion opexat~ons, the Contractor sha11 notify the beveloper's engineer at least two (2) working days in advance of such operarions. A~ter such advance no~ice, the Developer's eng~n~~r wi11 perpetuate and ~emove said con~rol goint. C. Regu~red S~aking -'F~ie ~eveloper's engineers wx1~ fux~~s~ the following stakes and reference marks. l. Street Grading a. One set o~ s2ope stakes wi1L be set at a maximum of . fifty-(50) foot intervals. Reference stakes will be se~ a~ an appropriate offset from the top of cut or toe o~ ~ill. ~te top o~ cut ar toe o~ ~iZl wi~1 not be staked. 'Th,e xefer- ence s~ake will indica~e ~he offset to the top of cu~ ox tae of f~ll and indicate the cu~ or ~i1~ ~rom the reference poin~ to th~ top of cut or toe of fill. 'I'he reference stakes wiZ~ ~ndxcate the cu~s or f~lis and distances ~rom ~he top of cut or toe of fiLl to the subgrade hinge point and centeriine subgrade elevation. b. At street intersectxons the rad~~s poinrs £or pavement rounding wi1~ be'staked. The elevation of the top of the s~ake wx11 be established and marked on the witness ~ath. 2. Clearing When slope stakes are not required the following clearin$ stakes wi~1 be se~: On streets ancl roads, lath u~arked "Ci~EAR" r~ri11 be set at fifty-(5~) foot i.n.te~va].s at ~he clearing limx~s, The l,ath wi11 be oriented so the marking t'aces the centerline of the road ar street. -b- 3. Sewer Sewer t~nk lknes wil~ be staked on an appropriate offset from sewer centerline at f~f~y-(50) foot intervals on tangents and twenty-five-(25} foot intervals on horizontal and vertical curves. A1~ manholes and curve points wili be staked an an appropr~ate of~set from ~he sewer centerline. T#~ese stakes~ wiXl ind~ca~e the cut to the flow ~ine of the sewer pipe. When a flow-~ine grade is indicated on the plans for a sewer service, a cut to the flow Iine a~ the end of the service will he marked on the affset stake or witness lath there~a. ' 4. Water `~e centerline of wate~ mains shall be staked at one Y-undred- (100) f~aot in~er~rals on tangents and twez~ty-five (25} feet on curves for horizontal al~gnment on1y. Hydran.ts wi~1 be marked by an o~~set stake. Front Zot corn.ers r~rill, be staked at an appropriate offset aJ.ong the 1ot lines and it wil~. be ~he respansibii~ty af tihe Contractor to loca~e c,rater services as s~own on the plans relata.ve to said a~~set front 1ot corners. 5. Curb and C~xtter ~takes for curb and gutter will be set no more than fi.ve £ee~ ~xom the proposed work and maximum af 25-£oot in.terv'a].s. Sub- grade and fo~ms sha11 be checked by the inspec~or priar to pourxng curb and gutter. 6, Cross Culverts The ends of all. cross culverts wil.J. be staked by an oftset s~ake set on ~he p~olonga~ion of t~e cente~line o~ zhe culvert. T{~.ese offset s~akes wi1l be marlced with a cut or fil.l to the ~low ~.ine at ~he ends of the culve~~s. The final iength o~ cross cuJ.v'erts is to be dete~rmxned in t~.e field a~ tihe time o~ stakizzg. -7- 7. Undexground Storm Drains U~derground storm drai~s will be staked in the same general ma~ner as sewer t~nk l~nes. 8. Drain Channels 'I'~.e centerline of drain channels wi11 be marked with lath at fiftyT(50) ~b4~ intervals for horizonta~ a~ignment only. When vert~ca~ aiignment is nated on the plans, o~~se~ grade stakes will be set at fifty-(SQ) foot intervals. 9, Blue Tops flne set of blue tops wili be set vn centerlXne at finished subgrade at fifty-(50} ~aot intervals o~ tangen~ and twen~y- ~ive-(25) foot intervals on ver~ical curve by the Developer's engineex, ,Ar~ additional set of biue tops w~ii ~~ set on hinge pain~s a~ ~inished subgrade at f~fty-(50} foa~ intervals on tangents and twen~y-~ive (25) feet on vertical curves by the Contractar and checked by the Developer's engineer. Any realignment or adj~stments of blue tops on h~nge po~nts wilZ be~rese~ and rechecked as necessary. ~"he Devalaper w~l~ be responsible for stak~~g base rock grade from the finished subgrade once the subgrade has been accepted by the Engineex, Me~hod of staking to be appraved by the Enginee~. 10. Additional Stakes Any add~tional s~akes required by the County will be se~ a~ the Develope~'s expense. D. Check~ng Service - Should occasion arise where the validi~y o~ a s~ake is questionable, eithex as to i~s Iocatian of the offset marked ~hexeon, or as to the elevation o£ cu~ or fil~ marked thereon, the Contracto~ sha11 notifp t~e Engineer and Developer's enginaer, wiia will check ~he stake or stakes in question. ~~ _g~ sha~l-be ~he Contractor's responsibili~y ~o examine the stakes befare coznmencing operations. Any stakes ~ound to be in error will be reset. The Co~tractor sha1~ be responsible for any e~ror in the finished work resulting ~rom any questionable or erroneous stakes not reparted to the Engineer or Developer's engineer. i~. ~ines and Grades A~ all points along any grade line shown on the drawings between the pvints at which the grade eleva~ions are given, the grades shaXl conform to a st~aight Iine except that grading th~ough a vertical cuxve sha11 conform to a smooth curvilinear alignment. '~h.ree consecutive pain~s shown on the same ra~e of slope mus~ be ~ used in common in order to detect any variation from a straight grade and, in case any suc~ discrepancy exists, it ~ust be re- ported to the Owner and Engineer. I~ such a discrepancy is not reported to the Owner and Engineer, the Contractor sha~l he re- sponsible for any errox in the finished work. The Contractox shal~ preserve a~1 stakes and points se~ ~ox lXnes, grades, or measuxements o~ the work in ~heir proper places u~ti1 authorized ~o remove them by ~he Developer and Engineer. Ail ex- penses incurred in replacing stakes that have been removed w3thout proper authori~y shail be paid by the Contractor. 3.0~ A11 u~ilz~ies are to be sho~ on the plans. In addition, the Con- sulting Engineer sha11 contact ~he utilities involved early in the planning stage and sub~it to the utility companies xnvolved, prints of the approved plans. '1'his is necessary ~or the util~~ies to properly plan t~eir xelocation projects and needed additional faci~ities. ~he Consulting Eng~neer shali noti£y ~he Dixectox, by letter, ~hen and which utility campanies have bean so notified. '~e utility companies shall submit plans for ~heir propvsed work to the Degart- ~ent o~ Public Warks for approval pxior to start of work. -9- 3,05 Add~tional copies of improvementi plans may be requested by the Director at ~is ~isc~e~ion, an~ these sha11 be furnished ~he County without cas~. 3.06 "On-sitie" d~ainage plans for comcnexc~al develapments and planned unit development shall conform to t~e standards con~ained herein, and s~ia11 be submitted ~o the County ~or approval. 3.07 The Gonsulta.ng Engine~r early in the planning stage of subdiv~sions and site i~provements, sha1~ obtain the approval of otlzer agencies when their faci].xties are involved. 4.00 STANDARD SHEETS AND SCALES: 4.01 All improvement plans shall be prepared on pian ana pxofil,e sheets 22" or 24" X 36". F.A.S. sheets, Plate "A" plan and profila paper, or specia~~ consulting engineer's sheets which have been accepted by the Coun~y. Scales: Hori.zontal 1" = 20', 4-0' or 50'; Vertical 1" = 2', 4', or 5', but only the scale, harizontal or vert~.ca~. far whic~. the sheet was intended. Design cross- sections plotted on 1" ~ 5' scale, taken on rctaximum 50' intervals sha11 be subm~tted wi~h preliminary ~m~rovesnent plans. 4.02 Storm drainage, san~tazy se~urer and water plans may be shown on_the streat pians or separate~y as indicated above. 5treet lighting shall be shown separate~,y. Stree~ lighting plans sha~l be d~a~,rn. ~o a sca~e of 1~nch equais 104 feet with individual lot dimensians and street dimensions shown. Whe~e wel.ls are included as a parr of ~he r,~ra~er system, t~Ze iayou~ o~ the we11 site shal7. be drawn to a scale no smai~.er than 1 inch equals 5~eet wi.th the layout covering an area at Zeas~t 50 ~eet in a11 directions from ~he well location. Lacation of all utiiities sha~l he shown on the as-built plans. 5 _(1~ ~F.AN T]F:TATT.~ • 5.41 Al.l. p~ans, appxoved by the Couxzty shal~. be prepared i.n a manner ~~ tha~ wi3.I produce legi~le pr~.nts. A11 Iine work must be c1eaE, sharrp and '~~ heavy. Leti~ers and nume~als mus~ be 1/8 inch m~n~mum heigh~, we~.~, faz'~e~~and sharp. Numerals s~.ow~ng pro~ile elevations shall not be bisected by station grid li.ne s . -1~- 5.02 ~'he faLlawing ~etaiis are to be shown on plans submit~ed for approval. 'This does no~ in any way exemgt the Consulting Engineer preparing p~ans fxom t~e responsibiiity of pxeparing neat, accurate and comprehensive pla~s in keeping with the standards o~ the profession. 5.02-1 T~t1e Sheet - On subdivision or improvement pians exceeding 1 three sheets in the set, a tit~e sheefi sha11 ~e prepa~ed s~owing the entire subdivision or project complete with subdivis~an ar assessment d~strict limits, city ~im~ts, street names, section iines, grant Iines and ca~ners, and t~e locat~on with~n ~he County. (Mini- mum scale 2" = 1 mile). 'The tit~e sheet sha11 also include an index of the sheets; the Consulting Engineex's name, license number and signatu~e; the date and scale of ~he drawing; north ar~4w and the bloc~ ~ar the necessary approval of the Director and other officials, and the rec~ipt o~ fees. A sample of the County app~oval block may be obtained from t~e Depax~ment ofi Pub~ic Works. All sheets shall be 24" X 36". 5.02-2 'I`~ie layout sheet (Sheet 2) sha11 contain thereon the entire subdivision unit on one sheet in slceleton ~orm show~ng drainage features and sewer and watex ~.Xnes , Drainage pi.pe sh.al.l be indi- ca~ed by doui~le dash lines, sewer by sizzg~.e hea^~rsr lines and water by heavy dot~ed. single lines. Appur~enances such as manho~.es, ~ralues, and drop iniets shall be shown in their proper lacation. T~-e scale af the subdivision shal.l be 1" = 100', or i~ the subdivision is too ~.arge to place on on.e sheet, a scale of 1" = 2,00' may he allowed. ,A,n index o~ the plan and profiie sheets shall he shown on t~.e layaut shee t . 5.02-3 Title Bloc~CS - Eac~- sheet wr~thin the set of drawings shall show the sheet title, numbex da~e, sca].e, an.d ~he Consulting Engine~r's na~e, signature and license number; tlne name o~ the County ma~ntenance water agency or san~.tatxon d.istrict, and Che name of t~.e subdivision _~~_ or assessment district. Samples ma.y be obtained from the Depa~~- ment of ~bl~c Works. 5.02-4 Right o~ Way - Right-o~-way lines, the boundaries of ~ots fronting on ~he street, drainage easements, ~til~tiy easemen~s, planting easements, section lines and corners, land grant ~ines, and temporary construction ease~ents bat~ existing and proposed s~a~I be shown on the p~ans. AIl right-of-way and easement lines shall be groperly dimensioned. : 5.02-5 Topography - A1~ pertinenti ~opog~aphic fea~ures sha~l be shown such as street ~ines, curbs, sidewalks, shoulders, location and size of sto~ and sanitary sewer ~ines, high water and frequent inundatXOn leveis, water lines,.gas lines, telephone cond~its, other underground utilities, existing structures, houses, trees (4" and larger) and other fo~iage, traff~c signals, street Iights, p~ll- boxes, underground electrical conduits, dra~nage ditches, utiZity poles, £ire hydrants, retaining wa~~s, ma.sonry structures, a~d a1Z ather fea~ures o~ the area which may affect the design requirements for the area. Any tree wh~ch falls within the exis~ing a~ prpposed rig~st of way or easement must be sho~m. on the cross sec~ion when ~ requested by the Director. Permiss~on to remave any tree np~ re- ~uired to be removed by construction in the rights of way or ease- ~ , ments must be obtained from the Directar. 5.02-6 Contours and Elevat~ons - Exist~ng COA~OU~S ox suppoxting ~~ e~evations shall be shown on aI1 plans submitted for subdivision, commexcial impravements, ar planned unit deve~opments. ~'he Drain- age S~udy and Cantour S~eat, if required, sha~l contain thereon contours a~ t~e s~~divisivn uni~ and the unmediate vicinity su~fi- cien~ to indicate the perimeter of areas to be drained ~y each s~ructure; calculations supporting the design of drainage studXes sha~X be submitted with the drainage shee~. Scale o~ map sha~l be .~ -12- of suff~cient size to clearly show the dra~nage features and the ~o- catzon of major structuxes, but no smaller than 1" = S00'. 5.02-7 Profiles -~e plans shall as necessary show ~he profile pf a11 existing roadway cente~lines, exis~ing edges of pavemen~, ' existing curb and gutter f~ow lines, drainaga di~ches, s~orm and sani~ary sewers. A~~ profiles of pr~posea improvements sha~~ state center~ine e~evations at fifty-~oot interva~s and rate of grades, vert~- ca~ curves and other vertical alig~en~ data. Wh.en curb and gutirers are designed for exist~ng County roads, elevatiions must he shown at the outside.edge o~ the traveXled way, or if road has ~ull-paved section, must also be shown two feet from proposed lip of g~.tter. Elevations of any warped surfaces sha11 be set at twenty-f~ve ~aot intervals. A~1 profiles must be coordinated with Counry stationing if available. 'T~e Consu~~~ng Engineer shall contact the County for such s~ationing. Wh.en required by Director, the Consulting Enginee~ shaZl pravide centerline profile and crQSS section info~nation beyond ~he limits o~ the proposed deve~opment to facilitatie set~i~g proper verticaX alignment within the proposed zmpxovement limits. 5.02-8 S~ationing and Orientation -'Z~e stationing on plan and prof~le shall read fro~ lef~ to right. Plans shall be so arranged that the north arrow points toward ~he top or uppe~ 180°, insofar as practical. 5.02w9 Bench Marks -'~he bench marks and datum sha11 be clearly pointed out an the plans both as to locatia~, descript~on and elevations. 'I'he datum shal~ be U.S.G.S. or u.S.C. & G.S. if avai~- able. ConsuZting ~ngineers shall contact the County for locat~on and elevation of ~he nearest official bench mark. 5.02-10 'Tize Director may requfre that the boundary of the proposed development be tied in~o the Cali~oxnia Coordinate System if ~onu- -13- mented c~ord~nate points are avazXable with~n a reasonable dis~ance 5 o~ said imp~ovements as ~etexm~ned by the Director. 5.02-11 ~pical 5ections - A typical section for each type of facility wit~in the improvem~nt, setting out the stxuctural features , sha11 be a part of the plans. 5.02-12 Cross Sections - Cross sections shal~ be xncluded wi~h the plans. When, in limited areas, unusual topog~aphic ~eatures or special conditions acc~r~that would affect the work individua~ cross sections may be shown on the pertinent plan sheet. 5.02-~3 Speczal Notes W Specia~ notes sha~l be cle,~arly indicated and it shall be conspicuously no~ed on fhe plans th at a~~ con- struction work and installation sha11 conform to the State Standard '' Specifications, the Butte County Subdivision Ordinance and design standards and that a~l woxk is subject to the approval of the Director. Nates shall contain a s~atement that the contracto~ shal~ veri£y the ex~s~ence and location o~ a~l utilities. 6.00 INSPECT~ON DURING CQNS'TRUCTZON: 6.01 Any improvement, other than "rough grading" canstructed to County requirements which is i~tended for future County maintenance responsibi~ity, must be inspec~ed during construction by ~he Director. Each phase of con- s~ruction must be inspected and approved prior to proceeding ta subsequent phases. 6.02 Any improvements constructed without inspection as provided above or constructed contraxy ~o the orders o~ zns~xuc~ions of ~he Dixec~a~ wi~l be deemed as not complying with County req~irements and will not be accepted by Butte Co~nty for maintenance purposes. The Consulting Engineer sha11 noti£y the D~rector when the Cnn~ractor first calls for grades or sta~ing. 6.~3 For purposes of t~e inspection requiremen~ above, embanlcments over two feet in height constzucted in ded~cated st~eet righ~ af ways are not considered "rough grading". Said "roug~Z grading" in any location sha~1 comply with County requirements regard.ing either the diversian or b~.ockage of natural ..1 l,.- drainage. 6.04 T~-e Cou~ty wi~l inspec~ the work for u~~imate compliance with the specifications and w~ll not be xesponsible for ~he conduc~ of the work itseif or the manner in which it is performed. 7,Oa F~NAL INSPECTTON: 7.01 ~pnn completion af any improve~ents which are constructed under and ~n con~ormance wit~ these Improvement Sta~dards and prior to requesting a f~nal inspection, the area sha11 be thoroughly cZeaned of all rubbish, excess material, and a1~ portions of the work shal~ be left in a neat and orderly coddi~ion satis~actory to the D~rector. 7.02 W~thin 10 days after receiving the request for finaL inspection, the Airector shall inspect the work. 'I~e Contrac~or, Consu~ting Engineer, and Developer, will be notified in w~riting as ta any particular defects or de- fzciencies to be remedied. Tlme ..fi~a-~~ctor sha~l proceed to co~rect any s~ch de~'ects or de~icienc~es a~ rhe ea~Iiest possible date. At such tiiae as the wprk has been completed, a second a.nspection sha11 be made by the Director to deter~in.e if ~.he previously mentioned defects have been repaired, a1.~ered, and completed in accordance ~rith ~hese ~mprQVement Standards. At suc~ time as the nirectior approves the work and accepts the work for Butte County, the Con- txactor, Consulting Engineer and l7eveJ.ope~ wi11 be noti~ied zn writing as to the date of final approva~. and acceptance by the Board o~ Supexv~so~s. On assessment districts and projects where Butte County paxtxci- pates on the costs thezeo~, quantities will be measured in ~he presence of the Dire~tor, Consulting Engxneer, and Contractor, and witnessed accordingly. 8.00 AS-BUTL'T PLAN: $.D3. Ox~,e camplete set of reproducible plans, as prescribed by the Director, sha1l be submittec3 to the Department of Public Works at such time as al~. cor- rectians or addztions requested bq ~he Department o~ Public Works are complete and approved, and prior to issuance o~ plans for bi.dding purpases. 'I'~.ese p].ans are to be retai.ned azzd ut~l.ized. by the Department of ~zbli.c Wo~ks for preparing -~.5~ the'~s-bui~t" p~ans. Attention is directad to Sections 3.03 and 3.04 of these Standards limi~ing t~e altera~ion of approved plans. 8.02 The Consulting Engineer s~a11 keep an accurate record of ali approved deviations from the plans. T~ese are to be utilised with the Ynspector's pians ~or pr~paring a complete and accu~a~e se~ af "as-~uil~" tracings for the perma» ~ nent records of the County. 9.00 STREET'S AND HZGHWAYS: 9.0~. SCreet types: 4.01-1 RS-2 Urban Subdivision ltoads - Urban development within urban area designated in Appendix I and adjacent ~o a city shall comply with the city standards. RS--2A IIrban Subdivisi.on Roads - Majaz arterial, through arterial streets collecting traffic froat major and minor collectors. RS-2B Ur~a~n Subd~vi.sivn. Roads - Major cnllectdx, a pz~imary resi~.en~iai street collects traf~ic from minar col~ectors. RS-2C Urban 5ubdivision Road.s - M~nor collector, a minor residen~xal s~ree~ collec~s t~a~fic along i~s ~ron~.age. 9.01--2 RS-3 Rural Va3.ley Subdivisi.on Roads - Non-urban development outside of mountain rec~eation ~.ine desi.gnated an Append.~.x ~.. RS-3A Valley Subdivision Roads - Ma3or through arterials and call.ectars ar average ~.ot ~~ontage ~.p to i00 fee~. RS-3B Vailey Subdivision Roads - Major collecto rs o~ average lot frontage 100 fee~ to 300 feet. RS-3C Valley Subdivision Roads ~- Minox co~.l.ecrors or a~rerage 1ot trontage 300 freet or more. 9.ai-3 RS-4 Rural Mounta3n Roads, Subdivision Roads -- Non-urban development northerly of mauntain recreata.on line designa~ec3. ~n Appendix 1. ~ RS-~A Rural Mountain Subdivisivn Roads - Major a~terials and callectors or average ~ot ~rontage up to ~.00 fee~. -16- RS-4B Rura~ Moun~ain Subd~vision Roads - Major collectors or ~ averaga Iot frontage I00 ~ee~ to 300 feet. RS-4C Rura~ Maunta~n Subdiv~sion Roads - Mino~ col~ec~ors or average lot ~rontage 300 feet o~ more, 9.01-~ RS-5A RuraZ Mo~ntaxn Sp1i~ Leve~ Roads - Non-urban subdivisXOn development northerly o~ mauntain recreation line design.ated on Appendix I. RS-5B One-Way Loop Roads - Non-urban subdiv~si~n develop- ment wi~hxn mountain recxeation iine designated on Appendix ~. 9.01-5 RS-1 CommerciaZ-Industr~a~ Subdivision ~treet. 9,0~-6 RS-6 ~rontage Roads - A s~reet which sezves as a frontage with or w~thou~ curh, gutter and sidewalk. ~ 9.01-7 RS-7 Min~m~m hillside mountain recreational road, Paving op~ional. 9,01-8 RS~$L~ Non-urban Land Division Roads. 9.0~-9 R.S-9LD Uxba~ Land Division Roads. 9.02 Profiles: 9.02-1 'I'€~e following standards for the design o£ p~rofil.es for proposed ~mprovement shall. go'vern. the pxeparation ot plan.s fo~ such ~mprovements. ' 9.02-2 Minimum Grades and Cross Slopes: a, Minimum grade on new streats shoultl be 0.3D percent. b. Minimum grade of gutter s~ct~.ozz constructed on e~is~ing street shal]. be 0.20 percen~. c. Standard c~oss sloge on new streets sha11 be 2.0 perce~.~. d, Minimum cross slope on. widen~ng sha~I be ~..5 percent. e. Max~mum cross sLope on widening sha3.1 be 3.0 percent. f. When two streets intersect, tl~e m~nor street shall not have a grade greater than 7,0 percent for a minimum dis~- tance af 40 feet measured fram the curb ~ine of the -~7- intersect~ng street, except in unusually rough terrain, as ~e~exmined by ~he Dixecto~. ~,e centerline of the lesser intersectiing s~~eet shail mee~ tihe c~own, slope at the projected lip of g,utter. Crawri slope may be reduced to 1.0 percent within the intersection i~ necessary. g. 'The roadway minimum vertical cuxve length allowable a~ ~he intersection of two grades shall be 50 ~eet, hawever, v~rticai curves may be amitted where the algebraic di~- fezence in gxades does not exceed 2.0 percent. h. Roads in ~oothill areas be~ow the 2,500-~oot leve~ shall have a desirab~e maximu~ g~ade of ~0% . Steeper grades ~ay be authorized if justified and approved by the Birectox. i. Roads in mountiain areas above 2,500 feet shall ~ave a desirable maximur-z grade of ~5%• Steeper grades may be authori.zed i.~ justi~ied and approved by th,e Dzrector. Decision o~' the Department of Pub13c Works concerning . grades in excess of 15% shall. be basec~ upon local snow and. fxeezi~.g conditzons, locatian of road ~n re7.a~xon to winter, sunshine, and other considerations. 9.02-3 Si.gh.t ]]~.stances: a. Majar roa~.s sh.aJ.~. be based upon a design speed o~ 3S miles per hour, except that major through road.s mea.st meet requireznents o.~ the Di~ector of Public Works: b. Access, mizzor, and. cul-de-sac roads sha11 i~e based upon a design speed o~ 25 miles per hour. c. Qne-r~ray Ioop roads sha11 be based upon a design speed of 20 miles per hour. -18- d. Roads wzth grades in excess of S% in~ersecti~g ~ighways or major roads sha11 have a~inimum o~ thir~y {3d} feet "storage" area from the edge o~C pavement of the primary road. 9.fl3 Geou-e~ric and Structnral Sections: ~ 9.03-1 T~e fol~owing standards for the desigrt o~ geometric and structural sections ~'or propose~. i.mpravements sh.al~, govern the preparation o~r plans for such i.rt~prvvemen~s, 9.03-2 Cross gutters raill be allowed only with the speci.fic approval of the Director. 9.03-3 T~.e cu rve data for all centerline cu~ves shall be comp~ted and showr~ on the plans. Where unusuaJ.J.y diffic~lt alignment problems exist Iess t~.an min~mum cur~re radii may be allowed when, apprortt'ed by the Dzrector. Property line radius ati curb returns for i~.tersecting s~zee~s sha11 be 20 feet. 9.d3-4 TF~.e property iine radius ~or cul-de-sacs sha11 be 50 feet uniess otherwi.se specified by t~e Director. A curve of 2D-~oa~ radius sha~1 cannect t~-e tangent and the SO-~oot radius curve. Sea S~andard Drawing Nos. S-1~ and. 5-15. 9.03-5 51ope Banks: Fi].J. slopes sha11 be i-i/2:I. or flatter and and cut slopes shall be 1:]. or flatter depending upon the material encoun.~ered. This ma.y be m~oda.~ied when engineering studies inda.cate the need for tlatter s~.opes or when stable slapes can be maintained on. a steeper g~'ade, Slope rounding shaiZ be prQVided where requi.red by t~e Director of ~ublic Works. 9.03-6 Clearing Right af Wa~r. A1~ trees and brush sha11 be removed from 'the roac~ right o~ way ~o a di.stance of seven ~7) fe~t from the edge of tlne ~aved sur~'ace of the road~way regardless of the tai.dth of the paved section and sha~.~ be cleared a minimum of ~hree (3) feet ou~sid.e of an.y cut or fill slope, whichever of the above Xs -19- wider. Ati ~he intersections, cl~aring maq be xe~uxred ~o ~he property line tor a distance o~ 100 feet from ~he centerline o~ ~he intersection sho~ld it be found necessary to provide safe sight distance for ~pp~oaching traffic. 9.03-7 Dxivewaqs: In hi~~y or ~ountainous areas where sidehill cuts and fills make access to lots unfeasible or costly to the 10~ purchaser or where damage may occur to publzc r~ght of way in future driveway constructian, driveways sha~l be "roughed out" in~o each 1ot at the t~me of grading ~he right o~ way and the excess ~r~aterial dispased ot in a satis~actory manner. 9.03-8 Access Roads: All roads ~o be accepted fo~ dedicatipn and maintenance by the Board of 5upervisors of the County o~ But•te shall be paved. Roads and proposed access roads not accep~ed by said Board s~a1Z be paved to the property 1ine. 9.03-9 M~n~mum allowable ~hickness of roadbed section sha~l be as ~ollows: 9.03-9.01 2" asphalt cancrete and 4" ag;gr~.gate base an minor roads. 9.fl3-9.02 2" asphalt concrete and 6" aggxegate base on I.aca1 access xoads. 9.Q3-9.Q3 2" asphalt concre~e and 8" aggregate base on major roads. 9.03-~.0 In those areas canside~ed bq the Direc~or as being critica~ soil condition areas, it wi11 be required that the pavement be designed on the basis of res~stance factor "R" as d.etermin.ed ~n accordance caith S~ate of Ca~ifornia, Departmen~ of Transporta~ian, Cali~ornia R-value determination or other approved method. 9.03-11 `~he thackness of various structural. campon.ents will be determined by rhe ~ables, char~s, formulas and procedu~es con- ~.ained in the State Design Manua~. or as directed by th.e Directhx. -~a- 9.03-~2 Tra~~ic index ~~ii be in accordance with t~ose shown for particular geometric and structura~ designs set forth in t~ese standards ar as required by the Director. ' 9.03-13 Edge of Pavement Proteetion: When pav~ng partial can- stxuction o~ ~he ult~mate street development, the edges of the current paveme~t are to be pro~ected by use of 2" X 6" redwood i r headers, cons~ruct'ion grade, or by plac~ng a m~n~m of one foo~ ', of aggregate base materiai beyond the edge o~ pave~ent to the grade and depth o~ the pav~ment. 9,03-14 ~he lleve~oper shall be responsib~e for paving to the stree~ cen~erline, unless the ~xisting paving section meets the approxiznate cuxren~ standard, and the centerline grade and align- ment are satisfactory. T~ne Developer sha11 constr~ct beyond th~ cente~~ine in any areas where the desig~ centerli~e dev~a~es from ~he existing. Where ~ew pav~ng mee~s the existing paving, the Developer sha1L ovezlay any 1ow areas to maintain a uni~orm cross slope. 9.04 Survey Manuments; Subdiv~sion: 9.04-X 'I'~i.e Consulting Engineer ~~aii place survey monuments at the ~oilowing locat~ons within ~he.improvement. 9.04-1.01 At the intersec~ion o~ a11 street centerlines. 9.04-~.02 At the b~ginning and end of curves on the street cente~line as designated by t~e Director of Publzc Works. 9.Q~-1.03 At a11 subdivision boundary carners at the intersection of subdivision boundaries and street cen~er- lines and such other ~ocations so as to enable any lot or portion of t~e improvement ta be retraced vr located. ti -2~- 9.Q4-2 The above-prescribed ~onuments shall be as follows: 9.0~-2.01 Subdivision boundary monuments excepti ~hose zn st~ee~ pavement shall be nati less than 14-ineh gaI- vanized ~xon pipe 30 inches in lengt~ p~ugged and tagged w~th b~ass ar.aluminum tags having the R.E, or L.S. number af the person responsible fo~ the survey. 9.04-2.02 Subdivision boundary manuments in street pa~ement shall be not less than 3/4" galvanized iron pipe 1$ inches in Xength. Top of pipe sha11 be driven flush wi~h surface paveme~t. 9.04-2.03 A mini~tum of two concrete cente~line monuments as shown in Appendi~ III o~ thas resolution sha~1 be placed ~n each subdiv~s~on•nf 50 ~ots or less at locations which are visible to each other. Where subdivisions are curvi~inear, an additiona~ t~ao {2) monuments fo~ each sub- division of 50 lots ar less may be xequixed. A minimum of two (2) additiona~ monuments shal~ be required for each add~tional 50 lofis, Locations and nu~ber of monumen~s sha11 ~e approved ~y the Director of Pub1~c Works. Cente~- line monuments on uni~prove8 private road subdivisions may be offse~ to property line radius returns or other approved locations agreed ro by ~he engineer and the nepartment of Pub~zc Works. A~1 other centerline and st~eet inte~sec~io~ monuments shall be ~a~lroad spikes, Railroad spikes shall be driven ~lush wit~ pavement su~face. 12-inch ~~4 Re-Bar or 3/4" galvanized iron pipe may be used in Iieu of rail- road spikes with the agproval o~ ~he Director. 9.04-2.04 Permanent survey ~onuments sha11 be p~aced by the Consulting Engineex a~ a11 section and quarter corners -22- within t~e improvement. ~e sect~on corner monuments shall be C~.ass "B" concrete, poure~ in place, wit~ minimum d.i- mensions nf 4" X 4" X 2~+". A me~aZ survey plate wxl.l be fuxnished, ma.rked and installed 3ay the Cansulting Engineer. Plates sha~.1 be placed be£a~e the concrete has acqui.red its , initial set and sha11 be fiYmly embedded in the concrete. . A11 sc~ch monuments shall be referenced to pe~manent objects located nearby a~d. alI ties sha11 be fiYrnished the Director ~or genera~ public use. Final approval of the subdivisions wi.1~. not be made unta.l s~c~i ties have been fuxnished to ~he Dxrec ~~:r . 9.04-2.05 ~'~.e Consulting Eng~neer sha11 p~ace a~.o.te on all construction plazzs stating that the Con~zac~.or is ' responsa.ble fo~ the protectioz~ of a~I existing manuments and other survey markers . (See Section 5.02--1~..) . 9.05 '~esting of Materials: 9.05-I Testing of materials to be util~zed in.work perfoxmed uncter these Stan,dards shall be perfor~ed in accordance with 'the methods o~ the Laboratozy of the Californi.a Dxvision of Highways. Sign.ed capies o£ ehe test resu~.ts as ~equired shaZl be submit~.ed to the Directar. Test results shal~, show clearly the name of the i.n- divzdual an.d the firm performing the tests, as ~raeil as the name o£ the project, the date of sampli.ng, a.nd t~.e date of testing. 9.05-2 The ~ests indicated in the Standard Specifications wi13. be requi~ed. In large developsnen~s or t~-ose developments presen~ing special problems, a more comprehens~.ve and extensive testing pro- gram may be required. Such conditions ~c+ri1.1 be evaluated and an appropr3ate testing program prescribed on an indiv~.dual basis. 9.06 Right of Way: 9.05-1 Minimum right-of-way widths sha~l be as set out in these Standards ~or the type of st~eet unaer consideratxon or as determined -23- hy the Direc~or. ~n no ~~stance, without specific approva~ of the D~recto~, s~all a street have a righ~-af~way width which is less than the stree~ af which it is a contin~ation. Righ~-of-way requirements for widenzng a~ in~ersect~ons sha1l be as approved by the Directo~. 9.07 Signing and Sar~icades: 9.07-~ Stree~ Names - Ali roads and streets w~thin an ~mprovement shall be named ~y the owner or svbdivider subject to approval qf thE D~recro~. No duplication of names already in use or pxeviously proposed wi11 be permitted. Sound-alike names or names with more than 13 spaces are not acceptable, Street name signs shalx be fur- nished and erected by t~e Contractor. Street name signs sha1l con- form to requirements of these 5tandards. Street names and srreet name s~gn Iocations s~all appear on plans submitted for approval. 9.07-2 Pex~nanent Barricades - Wl~e~e zmpravement o~1y covers a portion of the ul~~mate improvement and where an improved stree~ • ~s proposed to be extended in the future, the improvements shall include a pez~nanent~type barricade a~ the end o~ such a street ~o exten~ completely across ~he xight o~ way to serve as a warning ~o the public. ~e bar~icade shall be constructed, erected, pazn~ed, and signed in accordance wi~h the Sfandard Speci~ications, S~a~dard ~ Drawing Na. 5-30. When ~ecessary, barricades may be lengthaned by making the 2" X 12" plank co~tinuous with sp~icing at the pasts. Gates may be required where stree~s s~uh Xn~o pub~ic park areas ~~ or xngress and egress m~st be provided. 1~.4d STORM DRAINAGE: 10.01 These Standards are to serve only as a guideline to drainage design an~. indicate the type af design accep~ab].e to the County Departmen~ o~ Public Works. Var~ations in type of design, such as ~he u~iJ.izatian o~ actual runoff reeords, may be acceptable fo~ usage ,., but their use must -24~- be app~o~ed by the Depaxtment o~ Pi~bZic W~xks prior to the design stage. 1Q,01-1 General -'I`he project shall be protected from inundation, ~1ood hazard, sheet averflow and pondzng of loca~ s~ox~ water, ' springs and ot~er sur£ace waters. The des~gn of improvements shall be such that wa~er accumu~ating within the project will be carried away from ~he project witho~t injury to anq adjacent ~mprovemen~s, ', xesidential sites, or residences to be insta~~ed on sites wi~hin the , pro~ect, or to adjoining areas, Water accu~ulating within the pxoject, shal~ be caxried to sto~ drainage facilities or to a , naturai water couxse by closed conduir or as allowed undex Section ' I0.07-~, ~o meet the design standards herei~ set ~arth. Drainage - design within rhe project shall accom~odate ant~c~pated fu~ure development within the drainage area. Any aff-site drainage £aci~itiies ', requ~red to ca~zy storn2 water from the proposed project to a defined ', channel or ex~sting conduit sha~l be ina.de adequate far the ultimate stage of development in the drainage area. The diversion of natiuxal dra~nage will be a~~owed only within ~he limits of the proposed impravement, A1i natura~ drainage must enter and leave the improved axea at its original horizontal and vertical alignment unless an agreemen~, approved by the D~rector, has been executed with the adjoin~ng property owners. ~0.02 Classifica~~on o~ storm drains: Modificatian may be required by speczal canditions ta the following classifications. Ax~.y ~odi~ication of classi~icatzons wil~ be resolved on an individual basis by th~ D~rector. 1~.02-~ La~eraZ - Brainage conduits receiving runoff fro~ areas less tha~ 30 acres. 10.02-2 Col~ector - Drainage conduits receiving runoff from areas of more t~an 30 but less ~han 100 acres. 10.02-3 Trunk - D~ainage conduits receiving runaf~ f~om areas of 100 acres ar morem. -25- 10.02-4 Gross Culverts - Drainage cuiver~s transporting nF.noff across roadways. 10.02-5 Driveways GS~lvexts - Drainage cuiverts transpo~ting ru~o~f across driveways. 10.~2-6 Or~-site drainage ~aci~i~ies shall ~ean a11 surface drains and ~nderground drainage pipe wi~hin tihe deve~opment that does na~ ~ake underground or concentrated surface drainage waters from the adjoining properties. I0.03 Alignment -'I~e location of storm drainage p~pelines in n~w streets shall be under the curb and gutter. Pipes placed under cur~ and gutter sha11 have mini~um c~earance o~ ~hree inches between bot~om o~ gutter section and top of pipe, AI1 new pipes and channels sha~l be placed a minimum of 100 feet from ex~sting wa~e~ we~ls. 1~.03-~ ~~nes are ~n be as near paxal~el with the centerline o£ streets as poss~b~e. ~0.43~2 Avoid meandering and unnecessary angu~ar changes. I0.03-3 Angular changes shali not exceed 40 degrees. Id.03-4 Open ditches, l~ned channels, swales and fxood pla~n areas shal~ be ~aintained as nearly as possible in their existing ' a~ignmen~. W~ien an open di~ch, other than a roadside ditch, is: ~o he constructed paral~el to an existing roadway rhe ditch s~a1l be const~uc~ed outside ~he praposed right o~ way of the u~ti.mate s~reet development. 10.03-5 Z'h.e ver~icaX a~~gnime~t shall be so designed to prec~ude any pon.di.ng wxthin tihe drai.nage syste~n. 10 .04 Easements ; 10.OG~-1. Drai.nage conduits and ci~nneis when not 1oca~ed in a pub].ic stixee~, ~nad or a1.l,ey, or w~tt~i.n an existing gu3~lic d.ra~nage ease- ment, mus~ 'be located in. a xecor~ed or dedicated public easement over private property. Necessary dedication for constructaon on -26- private property must be completed b~fore the improvement plans will be approved for construction. Where a minor improvement of a ~~ainage channel fa11s an adjacent property, such as daylighting a ditch prafile, a right of entry must be obtaxned ~rom the adjacent property ownexs for such constzuction, and a copy of the right o~ entry £rom the adjacent ormers shall be submitted to the Direc~ar prior to appxaval of the impxavement p~ans. ~asements shall be an ~o~ns supp~ied by the Engineer. ~ 10.0~-2 Easements for closed conduits sha~~ ~eet the following xequirements: 10.04-2.01 Minimum width of 12 feet with the centerline of the pipe at quarfier point; pipe may reverse sides at angle points. 10.0~-2.02 Provide access and work~ng space rights. 10.04-2.03 For pipes exceeding 24" in diameter or tre~ches e~ceeding 5 feet in depth, the easement sha~l have additional width to provide ample warking space as required by the Direc~or. 10.0~-3 Easements for open channels shall have sufficient width to contain the open channel with side slopes, fencing where required, and a~5' service road when required by the Director. Sui~ab~e ramps must be provided for access to the bottom when requ~red. IO.Q4-4 Easements sha11 be provided for all ditches, culverts, and conduit sys~ems whether constructed as newly built improvements or as rebuilt improvements an~ sha1L adequately meet the mkni~um width specified above. Ip.04W5 For existing d~ainage faci~ities - Easements shall be pravided for all e~isting drainage facilities w~thin the bo~ndaries of and/a~ af~ected by any iand areas to be improved, A1so, these ~27- exxsting facilities shal~ be xeworked to conform with the County ' Stiandards in effect a~ the ti~me of the overa~X i~provement where such conformance is required. 10.04-6 Extent - Ail drainage easements sha11 ex~end from the point at which a flow is concentrated to the point where such ~lnw is converted into sheet flow, or to the point of conf~uence wi~h a natural drainage course, 10.04-7 ~or natural drainage courses - AI1.na~ural drainage courses - within the boundaries of an area ~o be imprnved sha~l be provided with drainage ease~en~s extending ~he fu11 le~gth o~ the drainage couxses within the improved area with the individual wid~th be ~g .. detex~ined as the limit of the 100-year flood plain. A natura~ drainage course is defined as a dra~nage course having specific , _ sides an~ bo~eom, bu~ one which wi11 not necessarily have year- around ~low. 10.04-8 For drainage diverted into swal~s - Ali naturai depressions thro~gh which drainaga travels but not having we11 defined sides and bottom cannot he considered as natural drainage caurses and thus sha11 be provided with ease~en~s adequate enough in width to provide for both flow and maintenance. If the waters callacted ~n such swales are ~ot tex7m~nated into natura~ dra~nage courses within t~e bo~ndaries of the imp~~vement area, theq shaZl be carrXed offs~~e ta the point of confluence of the swa~e wit~ ~he na~ural drainage course; adequate dra~nage easements or drainage rel~ase letters from the a~fected downstream property owner(s} bEing requisite. 1d.0~-9 For of~site drainage and ~acilities - A11 concentrated drainage leaving the boundaries of the area to be approved in other t~an natural drainage courses will require either speci~ic easemen~s or drai~age xelease lette~s from rhe prapexty ownexs of tha la~ds ~rom the point at which the dxainage leaves the 1Xm~ts , _28_ F. '~e size of pipe or type of ditch proposed length and grad~ent. Item H not needad when design is based on hydraulic grade line inside pipe. G. Invert elevat~ons for each pipe and structuxe. H. Hydraulic grade line elevations and ~ydraulic gradient. I. Channe~ dimensions and watex surface profile computations. J. Downstream conditions which may a~fect upstream fLow. 10.05-3 Drainage Calculations - One se~ of drainage calculations shal~ be submitted with each set o~ i~proveme~t p~ans. The ca1- culations shall r~fl~ct the fo~lowing criteria: lO.OS-3.01 Use Ghart D-1 (Oroville Area), D-2 (Paradisa Area), ar D-3 (C~ico Area) to determine rainfalZ intensity in ~nches per hour for a 1~-year and a X00-year f~equenc~ sroxm. Zn no case, sha1~ the time of concentration be less tha~ 10 minutes. 10.05-3.02 To find the coefficaent o~ runaff "C" w use tab~e and assume ul~imate developmen~ for the entire watershed area (Char~. D~»5) . 1~0.05-3.03 Watershed areas - Use the areas in acres from the drainage map. Z0.05-3.04 To find qI0 and {~100 - Use the rational me~hod £or detenmining quan~~ties for the i0-year and 100-year frequency s~orms. {q-C.1.A.} 10.05-3.05 For cross cuivearts - Cal,culations sha3~i shaw the pipe size required to pass t~.e ~.0-year starm ~,ri.tln no head at the top o~ the pipe at the cu].ve~r~ ent~ance and t~ie 1~0-year storn~ using available hea~ at the cuJ.vert entrance. Use Chart D-4 to ~etex~ine the pipe size required to satisfy the no-head condition. Check this pipe size for comp].iance wri~h ~he Q~00, available head, criter~a by usizzg the appropriate Chart D-6 ar b-7. If tk~e pipe s~ze selected satisf3es the Q1.0 criteria, -30- of the improvement a~ea to the point at which it is depasited in a natu~a~ water course. The re~uired easements musti include adequa~e provision for a11 of the drainage struc~ures to be used in the offsite drainage (i.e,, c~lverts, d~tches, dissipators, etc.) 10.05 Drainage Desi~: Drainage calculatians and a dra~nage map s~a11 be submitted wi~h the improvement plans. The fol~owing informat~on shalZ be sho^urn: ~fl.05-1 O~fsite drainage in natura~. water courses. - If the xun- of~ in any natural water course wh.ich collects runo~f from an i,naw proved area is ~ncreased apprec~ably ~y the d.esigr~ed ~.mprove~nents, any exi.sting drainage structure o.~fsi.te and downstream sha11 be checked ~o see that i.ts capacity can sa~eiy pass the inc~eased runof~ as calculated at the inlet of the d.nwn.stream structure. If th.e exi,sti.n.g capacity shou~d prove ~o be inadequate, the structuxe ~ sha~l be re~noved and ~ep~.~ced by ane me~ting; the Coun~y s~andards. Any and aIl ad.ditional easement acquisiti~ns necessi.tated by the rebuilding or relacat~on of an offsite structurE p~rsuant ~.o ~his section shall be the ~u1I responsibili~y of ~he developex. 10.05-2 Wa~e~shed map - A drainage map shall be submitte~. wit~. each set o~ ~mprovemen~ pl.ans and shall reflect the ~ollowing criteria: A. Mv.st be of adequate scale and. reasonab~y accura~.e with contour I.ines clearly shown and referenced. B. All i~cdividual watershed. areas are to be clearly defined by shading with co~ored pencil and the areas specified in acres. C, '~ravel paths must be shown wt~ere concen~rated flows exist. (If sheet fJ.ow - so speci.fy.) D. ~imes of cancen~ration fo~^ each stzucture, pipa ar ditch, E. Tiie quantity af water arriv~ng at each stre~cture, pipe or ditch from a 10-year and a 10~-year ~xequency storzn, -29- but not zhe Q~00, a~a~ger pipe must be used. In ~o case shal~ ~he pipe be smalle~ than 1$" diameter or equivalent. (Minimum driveway cuXverti size shall be Z2" diameter or equiva~e~~). 10.05-3.Qb For open ditches - Th.e calculations sha11 include checks on each di~ch at critical points using Mann~ngs Formular fo~ open-channel flow solving for depth of f~ow. 'Fhe "Handboak of Hydraulics" by K~ng, may be used to assis~ in these caiculations. 5ae Section Z0.05-4 for "n" values of existing strea~ns and im- proved di~ches and channeZs. ~or d~~ches having a depth of flow o~ one foot or over, a freeboard of 0.5 f~oot sha~.l. be provided... ar the ditches shaLl be deep enough to contain the Q100 flow 'wi~h. no freeboard. Freeboard for ditches ~aving a dep~h of flow of under one .~oot sha~l. be considered on a.ndiv~dual bases. Raadside ditchas and gutters may no~ inundate more t~an. 1/3 of the ~raveled way during the 1~0-year frec~uency storm. 10.05-3.07 C~.osed conduit storm d~ains - Calculations shall be based on the pipe flowing fu1,1,. The system may be aliowed to operate unde~ pressure provided the hydrauiic gradient is 0.50 feet or mo~e below the elevation o~ any surface ~.nle~ or manhoie cover. Proper a1~.owances ~nust be made fox energy losses at bends, junctions and transitions. TE~ese losses are ta be shown in the calce~lations. '~he minimum velocity i.n cl.ased conduits shall be twa feet per second an.d the m~nxmur~ pipe size allowable is I5 in.cln ox equal. i0.05-4- Hydraul~c Design Criteria: 10.05-4.OI In order to provide a unifozxn, drainage systam in the Caunty o~ Bu~te, the following c~iteria will ba followed in a11 hy~raulic computati.ans uniess specific approval other- wise xs given in writi.z~g by the Director. w31.- 10.05-~.02 Flow computations - A~1 hydrau~ic computations shall be.~n accoxdance with the ~ollowing: 10.05-4.~2A Mann~ng Formu~a shal~ be used tio compute capacities of a11 open and closed conduits and a11 cross culverts which wi~1 become a part of the closed conduit system. 10.05~4.028 7'he ~or~~a H1=He~Ho+Hf shall be used to compute the capaci~y of all cross c~lverts tha~ are not to become a pa~t of the closed conduit system. Cross cuZverts sha11 be sized to utilize upstream and downstream channeL velocities. The constants Ke= 0.25 and ko=0.75 shall be used for concrete pipe and box ~ulver~s. For coriv.gated pipes Ke=0.5~ and Ko=X.0 sha~X be used. H1 = Head Loss H~ = Friction Head Loss He = Entxance Head Lass Ke = Entrance Head ~oss ~oef. Ho = QutLet Head Loss Ko = Ouflet Head Loss Cae~. 10.05-4.~2C 'Mie 'n' values to be used ~n Manning's Formula sha11 confozm ~o the followxng: Precast Concrete P~pe 0.015 Concret~ Cast-in-place 0.415 Vitrified Clay P~pe 0.013 Asbestos Ce~e~t Q.0~3 Carrugated Meta~ Pipe (C,M.P.) Plain Unlined 0.024 Corzu gated Metal Pipe (C.M.P.) 3"Xl." Coxrugation 0.026 Multi-P~.ate Arch Pipe 0.03~. Open. Channel ~.lly Lined (Aix B~.own Martar) a.015 Ear~h Ch.annel 0.030 Grass 0.035 Riprap and Grouted Riprap 0.0~0 Open Channel w~th Lined Bo~~om, CJ.ean ~a.des 0.020 Natural Stream Channe~.s (Surface width at fl.ood stage less than 100 ft.) As £ollnws: Fairly regular section: a. Some grass and weeds, lX~.tle or no brush b. 1?en.se grawth o.f raeeds, depth of flow materi.al.].y gxeater than weed heig~t c. Some weeds, light brush on banks d. Some weeds, heavy brush on banks e. Some ~reeds, dense wi3.lows on banks f. For ~rees within channe~., wi~h branches submerged at high stage, increase all a~ove values by 0.03Q--0.035 0.035--0.05 O.a35--0.05 0 .05--0 .07 O.Ob--O .0$ 0 .01---0 .02 -32- Irxegular sections, witih pools, slight channel meander: ~ncrease vaXues given above about O.o~--o.Q2 Mountain srreams, no vegetiation in channel, banks unusually steep, trees and brush along banks sub~erged a~ high stage: a. Battom afi gravel, cobbles and few ~oulders 0.04--O.OS b. Bo~tom of cvbbles, with iarge bouiders 0.45--0.07 'i'~te 'n' value ~or unimproved or partialiy improved channels shall be determ~ned by the Consu~ting Engineer and then ~ apgroved by the Dixec~or. ~p,OS-5 Closed canduit storm drains: Gapac~ty - Special provisions sha11 be made within ~he drainage system to i~sure that the inlet invert eleva~ion and the capacity of the drainage syste~ is such tha~ it may be extended ~o serve the entire drainage basin at the ti~e af ultimate development. 'I'his is to inc~ude the entire ups~ream portion and ~he portion of ~he ~asin outside the development, regardless v£ existing conditions. 10.05~5.Q1 Closed condui~s shaLl be of either cast-in-place concrete pipe, precast reinforced concrete pipe, non-rei~forced concrete pipe, asbestos cemen~ pipe, or vi~rified clay pipe, as defined in the S~andard 5pecificaCions. 'I'he specific type of pipe or alternate pipes to be used in the development shall be shown on the plans. Any ~ype the developer proposes to use not shown on t~e approved glans shali be resubmitted to the Diractax for approva~. i0.45-5.02 Miniz~m pipe diameter allawable on any storm d~ain sha11 be 12 ~nches for an-si~e deveZopments. ~0.05-5.03 Minimum velocity in closed conduxts shall be Z f.p.s. when ~lowing 0.$ fu11. -33- 10.05-5.04 Cover require~ents are shown on Standard Draw~ngs. A~ locations where the standard minimum cover xequirements can- no~ feasibly be abtained, the conduit wiil be either encased or prav~ded wit~ a concrete cover or a~othar method of pipe protection as specified by ~he D~rector. 10.05-5.05 Hydraulic Grade Line - Hydraul~c grade line shal~ be a minimum a~ 0.5Q feet below fihe elevation o~ inleti grates and man~ole COV~TS of all structures o~ the upstrea~ system. Hydraulic grade line at the in~ake m~st enter the conduit at the gxoperty ~ine. HydrauZic gxade ~ine shall be shown on ~he p~ans for a1~ open channel systems and shalZ be shown on pzpe systems zahen the hydrauZic grade line xs above ~he top o~ the p~pe fo~ Q100. 10.05~6 Open, Cha~.~.e].s Shal~ cons~st of concrete-lined channels, line~. botto~ channels, or earth channels. 20.05-~6.01 M~nimum Velocitq: a. Unli.ned c~-annels 2 f.p.s. b, T,~ned ch.a~.nels 2 f.p.s. c. Paved inver~ channels 2~.p.s. 1Q.~5-6,p2 ~Maximum Veloci~y: a. Earth channe].s b ft.p.s. b. Lined channels 10 f.p.s. c. Paved invert channels 8~.p.s, 10.(}5-6.03 ~'or a~.l channels wi.th earth sides, ~reeboard o~ a~ least ane and o~.e-ha~.£ £eet (~.,5') shaJ.l be p~ravided at design capacity ~'or a~0-year storm. For Iined channeis freeboard of az least 0.5 foot o~' lining shall. be provid.ed at design capacity for a IO-year storm. -34~- 10.05~6v04 Existing Channels AI1 abrupt changes ~n aligrrment ox pro~ile and all underbrush and debx~s.which serzouslp restricts the flow in existing channels shall be regraded and improved. Such work shall be . shown on the ~mprovement plans. 10.06 Arainage Stxuc~ures; 7.0.06-1 Manholes: ti 10.06-1.01 5tandard. precast concre~e or cast-ir~-p}.ace type manholes sha1J. be used where required. When cases arise w~ere s~eciai manholes or junct~on boxes are required, th,e design must be approved by the Directar. In n.o case wiil junction boxes or manholes be all,owed which are smaller than twenty-four inches inside dimensions, 10.06-1.02 Manholes s~.a11 be 3.dcated at junct~.an. poin~s, changes i~ gradient and changes in conduit size. On curved pipes rai.th radii of,20Q ~eet to 4d0 feet, manholes shall be placed at ~he B. C. a~id E. C. o£ ~he curve and on 300-fioot ~aximum ~ntervals along th.e curve. On curves with radii exceeding ~00 feet, ~nan- holes sha11 be placed ati the B. C. and E. G, of the curv~e, and on 400-foot maximum in.tervals along curve for pipes 36 inches and J.ess in diameter and S00-foot ma~imum intervals al.ong the curve for pipes greater than 36 inches in diameter. Manhole spacing on curves w~th ~adii less t~an 200 feet wi7.i be ~.etercnined ox~ an xn- dividual basis. 10.06-1.03 Spacing of ma.nholes, j~nctian boxes or inlets of such si.ze as to ioe enterable for maintenanca shail not exceed 400 feet for dxains 24 inches a~.d smalier in. diameter and 500 faet for pipes greate~ ~han 2~ inches in diamete~, e~ccept under special approved conditions. 'I'k~.e spacing of manholes sha~.l be nearly equal wkierever possib~.e. -35- 10.06-I.0~ A11 manholes and junction boxes other t~an zn~ets ~ sha~~ have standa~d ma~ha~e covers, as shown in Standard Draw- ing No. 5-24, page 99, Manholes w~ll not be a~lowed in gutter ~~ow ~ine except as appraved by the Direc~or> 1~.06-1.05 Manho~es or junction boxes wi~l not be required ~ for a reach o~ pipe less ~han 1Q4 feet in ~ength, with an in~~t or ather structure, that is to be connected to a 30" or ~arger diameter pipe. ~0.06-2 In~ets: 10.06-2.01 Gu~~er ~nlets sha~~ be ~n accordance with those types showr3, ~~ the Sta~da~d Drawings or other approved special ~n~e~s. 10.06-2.02 Inlets sha11 be placed sa that the ieng~h o~ flow in the gu~~er does not exceed bOQ ~eet. Tf-e depth of flow in the g,tztter shall not ~xceed 0.35 feet as ~etermined by the r~naff flaw used to check the depth and sha11 inc~ude any t~ow that bypasses upstream grates. The outfall pipe shali accom- moda~e ~he ~esign ~unaff taking into conszderat~on bypass flow from upstream in~ets, 1Q.46-3 Junctian ~oxas: ~0.05-3.01 Junct~on boxes sha11 be cons~~a.cted o~ xein£orced concre~e or fabricated f~om reinforced concrete pipe sec~ions where size ~imitations permit. ~ 10.06-3.02 Minimum wal~ thickness £or xeinforced concrete junction bo~es sha~x be six inches. ~O.Q6-3.03 The inside dimens~on o~ junction boxes sha~l be such as ~o pravide a mi~zmum af three ~nches ~learance on the ou~side diame~er of the iarges~ pipe in each ~ace. AI1 junction boxes shall be rectangular in shape unless otherwise approved by the Director. Junction boxes deepe~ than fo~r fee~ sha1l have a minimum ~imension of 48 inches. _a~_ 10005-4 Headwalis, Wingwa~ls, Endwalls, Trash Racks and Rai~ings: 10.06-~.01 A11 headwalls, wingwa~ls, and endwalls shal~ be considered individually and shal~ be, ~n ge~exai, designed in accox~ance with the S~andards and Specifications o~ the Cali- ~p~nia Departmen~ o~ Transportation or requi~ements of Butte County Department o~ Public Works. ~0.05-4.02 Trash racks will be provided where, in the opznion of t~e Directoz, they are necessary to pzevent clogging o~ cul- verts and storm drains and eliminate hazards. The trash racks sha1l canform to th~ requirements of the Dixector. Temporaxy trash racks wi~1 be al~owed w~ere p~pe will be extended in the near future. 10.Q6-4,03 On c~ass cu~ve~t dxains, flared-end sections shall be used where xequired by the ~irector. 1D,06-4.04 Me~a1 ~eam guardrail rnay be requ~red by t~e Director at ~ulverts, headwalls an~ bax culverts and an steep side slopes. When so required, the railing shall be instailed in accardance with ~he requirements o~ the State of California, Department of ~ransportation. lD.Ob-5 Dra~nage Pumps: 10.06-5.01 'I~e use o~ drainage pumps sha11 be avaided whenever possible, and used only with the specific approval of t~e Director. 1Q.06-5.02 I~ the use of drainage pumps is permitted, ~he drain- _ age system sha~l be so deszgned as ta prov~de for gravz~y autfall d~ring the surnmer months and other periods of low water stages. Yf a low stage gravi~y outfa~l is impossib~e or impractica~, an alternate pump of smalle~ capacity ~or Iow stage flow may be used provided spec~fic approval is granted by the Directo~. 10.Qb-5.03 Pumping installations sh~l~ ba designed to accommo- date a des~gn storm as specified by the Director. Wh.en a station -37- cantains gravity discharge, pumping capaci~~ must be eq~ai to ~he des~gn inf~ow. W[ze~ the station does not have a gravity discharge, pumping units Fm~.st be designed to ~urnish lOd% capacity with any one pump out. Any deviat~on from ~his criteria ~ust xeceive ~he specif~c approval af the birector. lO.Ob-5.04 Pumpang stations shall be designed so that grav~ty ~1ow does not pass throug~ the pump pi~. XO.Ob-5.05 No motar overload condition shall exis~ at any sump or flow condition. This does not preclude high sump design if 1ow sump condition does nat cxeate an overload. lO.Ob-5.06 ~aeh pumping installatx~n shalX receive separate approval for each af tn e fol~owing items; electrzca~ systiem, piping system, housing insta~lation and othe~ m~scelZaneous design features. . 10.06-5.Q7 ~`~te eLectrical syste m for drainage pumps shaX~ eQn- foxm to the Standard ~raw~ngs and electrical codes. ~0.06-5.48 Ade~uate access shall be provided for cleaning the pump sump. 10.06-5.09 Tras~ rac~s sha11 be prnv~~ed upstreazn from the pu~ping plant. Pxovisions s~aZ1 be made for easy cleaning of tihe trash xacks. 10,06-5.10 Ha~ch cove~s, whe~e used, sha~~ be of raised pattern , alum~num ~~oox pXate, or other approved l~ghtweight cover, Dis- similar metals sha11 be insulated from each o~her when necessary. 10.06-5.11 Ladder r~ngs, where used, shall be ot a non-slip variety. 10.06-5.12 A~1 drainage pumping plant sites shall be fenced with b' cha~n link fence w3th extensian arms. 10.06-6 Temporary Drainage Diversions: ia.p6-b.OI Temparary dra~nage diversions, such as dams and p~pe plugs, sha~1 be ~ocated and constr~cted in such a fashion as to permit their removal ~uz~~g adverse weather. _~R_ 10.~5-6.02 Locations and removal proced~res for temporary drainage installations shal~ be approved by th~ Director, and these insta~Iatians sha11 be removed when necessaxy ~a preven~ damag~ to adjo~ning property. ~O.ObW7 Conductor Pipe: i0.06-7.Q1 Pipe used as a conductor pipe under a highway or railroad shall be either we~ded steel, corrugated me~al, or re3n~~rced concre~e. The Director may specify vrhich type shal~ be used in any ins~ance. 'I'b.e pro~ect~ve lining and coating, if any, sha11 be as showz~ on the plans or speci~ied ~n the Special Provisions. 10.Ob-7.02 We~ded steel g~pe shall conform to the Standard Specifications. 10.06~7.a3 CornF.gated metal pipe s~all confarm ta the Standard Speciiications. Band couplers skall be of the same metaZ as the pzpe. 10.06-7.04 Reinforced con.crete pipe shaJ.l con~orm to the Standard Speci.fications. 10,05-7.05 WEien metal con.duc~or pip~ i.s to be installed by boring and jacking, the material sha1l be No. ~0 gauge or thicker. '1'[ze sections of pipe shall be especially prepared for making field joints by riveting ar bolting. If t~.e joints are bo].~ed, the bolts sha1~ be 3/8-inch da.ameter and gaZvan.zzed. Rivets sha11 be o~ the same material as the base meta7. used for the ~orri~.ga~ed sheets an.d sha11 be ga~.vanized or shera~cd.ized. ~~.07 Channels and Oii.t~a~1s: 10,Ob-1 Open G~annels: 10.~7-J..O1 grainage xnay be conducted through an zmprovemen.t a.n open channels under the fvI].ow~ng crit~:ria and i~ approved by the DXrector: -39- a, The quantxty of ~1ow is such that it wi~l exceed the capac~ty of a 72-inch pipe. b. The ou~fall paint ~s such an ~~evation tha~ mznimu~ cover cannot be ob~ained over the pipe. 1~.07WX.02 All channels to be ~ully lined sha~~ be line~ to an eleva~ion af 0.5 feet above the 10-year design water line. Where the c~annel is to be constxucted us~ng por~land cement concretie ar air blown. mortar ~he s~~e s1~pe sha11 not exceed 1:~. Where the channel is to be unlined or pxo~eeted with grauted or un- gxouted rock the sade sLope sha~l not exceed 1~:I. 1~.07-1.03 In unlined channe~s, and channels wi~h Iined ba~toms only, a1I underbrush and debris sha11 be removed f~o~ the channel. cross section wi~~ the exception af certain trees which ma~ be utilized to retain the ecology o~ t~e area. AI1 such trees sha11 ~e shown an the plans and those to be left in p~ace so designated. AlI abrupt changes in the aZignment or prafile o£ the natural channel which seriously restricts flow shall be impraved and regraded, ~0.07-1.0~ ~a~ all channels, either rea~igned o~ na~ural, the following i~ems sha11 be shown on improvement plans in addi~ian to information hereto~ore required. a. Typical sections and cross sections. b. Pxofi~e of ~h e existing cha~nel and tog of bank protile for a minim~m of 1,00~ feet each side of the development in order ta establish an average profi~e grade through the developmen~. 10.07-2 Intercep~or ~itches: Interceptor d~tches sha~l be placed at the top of the cut wi~ere deemed necessary by the D~rectar to prevent erosion o~ the channel bank. ~0.07-3 Upstream and Aownst~eam Profiles; ~0.07-3.01 A~1 drainage out~alls s~a~1 be shown both in plan and pxofi~e on the improve~ent plans ~or a~istance of i,ODO feet or until a definite "daylight" condition ~s established. -40- AL1 drainage ditches upstream of t~e improvemen~ sha11 be shown on plan a~~ pro~ile for a distance o~ at least 50~ feet. 'I'h.e profiles s~a11 inclade ditch flow ~ine and top of bank e~evationsa x0,07-3,02 W€zen improvements have more than one unit the drain~ age au~fall sha11 be shotm as extending to the property boundary, and beyond if required, a~though ~t may not be canstructed wi~h the current unit deve~apme~t. Ali temgo~ary outfails s~a11 be shawn . bat~ ~n plan and pxafile on the impzovement plans, 10.Q8 Cross Cu~verts: 10.08-~ Cross culverts may be of reinforced concrete culvert p~pe or corrugated metal pipe meeting the requirements of the 5tandard Specificatzons. Metal pzpe w~X~ no~ be allawe~ as part of any closed system. ~0.08-~.01 Cross culvert s~ze sha11 be determined on the basis of runotf dete ~nined ~n accordance with these Standaxds. A 10-year sto ~n with no h~ad nn the in~ets shall be used. 10.0$-1.02 Crass culver~s shali be checlced on the basis of the~unoff, plus 2S percent to determine that ~o serious damage w~il be incurred du~ to ponding as a~es~lr of ~he higher design starm. 10,~8-i.03 Cross culver~ profile will be determinad by an. exam- xnation of tlne nverall pro~iJ.e ofc the channel ~or a mina.zaum dis- tance ~f 50~ feet eac~ sa.de o~ the znstal.lat~on, ZO.OS-1.04 Rein~orced Con.crete Box Clverts and Structura3. Pl.a~e Axch. Gulverts. W~.en specified ~6y ~he Directar, reinforced concrete hox culve~ts or structural pla~e arch cul.ver~s s~al~. be ins~alled, A1i materia~s, des~.gn, and construction sha1~ confoxm to ~he require- men~s o~ th.e State Specificatians, S~ate Standard Draw~ngs, County Sgeci~ications and County Stan.d.ard ~rawings. -4~1- 1Q.D9 ~'encing: 10,09-1 Improved ct~ann.eis in residen.t~al areas exceeding three (3) feet in, depth and with side slopes s~eepex than. 3:1 shall be fenced wi~h s~x=(6) faot chain link fence, Fence may not be required w~en an agreemen~ to delete t~e fenci.ng is obtained from the adlacent prapertiq owners. • ~n all oth~:r areas, f~encing sha11 be p~aced only upon the recom- menda~ion of the Director. 10.09-2 Drive gates sha1.1 be in.ini.zm~.m 12 ` and walk ga~es shall be provided camplete with master keyed iocks and ~Ceys at such Iacatipns as speci~'ied by the Dixector. 10.09-3 The fen.ce si~a.1~. be ~oca~ed six a.nches within the requzred drainage easement lines. 1I,00 SEWAGE DISPOSAL: 1I.01 Suladiviszons: ~I.01-1 Publ~c ox Com~nunity Sewer Systems. When a sul~divi.sion is located within a reasonable dis~ance of a~. existing, operating, and avail.able publ.ic or community sewage system, and x~ ~s pxacti.caZ and feasi~l.e ~p sewer the progosed subd~viszon by connecting to said system, the subdivider sha11 be rec~uired to se~r~rer the proposed sub- dXVisXOn to said system. Sewer mains, lift sta~ions and. o~he~ related ~aca.li.ti.es lvcated with- in the subdiviskon and or necessary to connec~ said subdxvis~on to the public or community sys~em sha1~. ~e des~.gned and in.stal~ed in accordance with tize standards of the governing hoard of the pubiic or community sewer system. A11 such t'acilities shall be opezatied and mai.x~.tained by the public or co~un.un.ity sewer entity unless a separate public en~~~y is estab~ 1~shed far~~hat purpose. -42- Na ~~nai map shail be appxoved unti~ the required facilities a~e installed and accepted by ~he publ3c entity or untii the public entity advises the ~oard of Suger~isors in writing it hoids a bond adequate ~o insure the ~nstal~ation o~ required ~acili~ies. 11001-2 ~f it is nat practicable and feasible to sewer a sub- division by connecting to an ex~s~ing pub~ic or conununity sewer system, or if such system is una~le to prov~de the subdivfsion with sewer service, the subdiv~dez may pro~ide for sewer s~~vice by the ~eveiapmen~ of a community sewer system with treatment and disposal facilities~ When a subdivider pxopases ~o deve~op such a com- munity sewer system, he must: a. Provide for ~he establishm~nt o~ a pub~ic en~ity empowered an~ adequate to znaintain and ope~a~e ~he system, b. Obtain discharge requirements f~om the Regional Wa~er Quality Control Board. ~ 1~.0~-3 Sewer mains within a subdivisia~ to be sewered by connecting to a public ar cammunxty sewer system sha11 be a minimum of six inches ~n diameter and shall be of either vitri~ied c~ay, cast zron, or ot~er materia~ approved by the Direc~or of Public Works. The joints ma.y ~e e~t~er bell a~d sp~got or an approved rub~er seal type packzng. Placing of sewer gipe, inc~uding excavation.and back~i~i shall b~ in accordance with Appendix IV of ~his resolution. Manhol~s shall be spaced no ~arthex apazt t~an 350 ~eet. Manholes shall be a minizaum of 48 inches in diameter and shal~ be af pxecas~ concrete and b~i1t in accordance wi~h Appendix IV of this resolutzona A11 sezvice latezals sha11 comply w~t~ the Uni~orm Plumbing Code, la~es~ editio~, and sha11 have a minim~m sXope of one-eight~ inch per faot ta the tru~k sewer, Sewer clean out "Y" la~erals and ath~r appur~enances sha~1 be as shown in Appendix ~V of ~his resolution. -43- 1~.Q1-4 CompZe~e plans and specifications includxng design critezia p~epared by a registered civ~~ engineer shal~ be su~mitted to the Bepartment o~ Public Works and the Department o~ Pub~ic Health for approval priox to connection to or canstruction ax installat~on of sewers, sewage d~stribu~ion, disposal and treatment ~aczlities ~n a subdivision. A~1 connections to, construction ar instal~ation o~ such fiacilities sha1~ be ~n accordance with such approve~ plans and speci~~cations. i~.01-5 Individ~a~ Sewage Disposal Syst~ms a. I~ ~~b1ic or co~ni~y sewer service is not provided pursuant to s~bparagraph iI.01-1 above, individuax sewage disposal systems may be pexmitted, provid~d that the proposed subdivis~on meets the minimum criteria set ~o~rh in Append~x 'V~II of this resol~t~on. b. When indzv~dual sewage disposal systems are proposed, the sub- divider shali have percalatzon tests and soi~ depth s~udies made undar the di~ection a~ a registered civi~ engineer, liceased land suzveyar or registered sanitarian and shall submit ~est data to the County Department of Public Heal~h in the form pre- scxibed by said department. '~ize type and number af suc~ tests ma.de shall be as directed by tihe said department. ~n areas where soi~ condi~ions vary widely, such as the mountain and ~oathill areas, tests maq ~e required on each and every proposed 1ot. 11.01-6 Min~mu~ ~at areas sha11 be established based on percola~ion tes~s, topog~aphy and so~l dep~h ~as set ~orth in Agpendix VII o~ this reso~ution. I1.01-7 Subdividers may be xequi~ed to establish a public entity, or annex to an existing public en~ity, which ~as t~e authoxity to plan, finance, construct, and maintain a sewage system and sewage treatment facilities. ~a~d public en~i~y shall also have the authority to plan, finance, construc~ and opera~e an~ facilities necessary ~or t~e dzsposa~ of waste p~~ped ~rom any individua~ sewage systems in the~ proposea subdivision and to canduct moni~oring and survei~lance pro- grams require~ for water quality controi purposes, Estiab~ishment of, or annexation to, such a pubiic en~ity may ~e required to protect the public health, safety and welfar~. Reasons ~ustifying such a require- ment include, but a~e not lim~ted to, the foL~owing: to prevent wa~er poZlutian or water ~ua~ity degredation, to prevent the creation o£ health ~azards or nuisance conditions or ~o prevent or mi~xgate other adverse enviror~ental effects which c ould result from the use of individual sewage disposal sys~ems. Zn evaluating such possible en- v~ronmentai effects which could ~esul~ from the use of individual sewage disposal sys~ems, consideration may be given to the cum~lative effect of the use of individual sewage disposal systems within ~he prvposed subdzvision a~d zn other subdivisions, Iand dzvisions, develop- ments or projects within the same drainage basin. ll.ai-$ Land Divisions: a, Public or Commun~~y Sewer Sysrems. Wizen a land division is located with~n a reasonable distance o~ an e~zsting, operating, and available public or community sewage . system, the land d~vider sha11 be required to request annexa~ion to tha~ sys~em, In stich cases annexation to an existing public entity may be re- quired in the same mann~r as specified a~ave in subparagraph 11.01 in subsection 11.01-~. b. Ind~vidua~ Sewa~e Disposal Systems. When connec~ion to an existing public or communi~y sewexage system ~s not pract~cal and feasible or if the syste~ is unable to provide ~he land division wi~h sewer ser^srice, individual sewage disposal systems may be permitted, provided t~e min~mu~ require- ments es~ablished above in sub~ara~raQh 1~.a1, subsect~ons -~5- ~1.01-5, 11.Oi-6, and 11.01-7 far subdivisions are met. 12.00 WATER SUPP~X: ~2.01 Subdivisions: 12.01-~ The subdxvider shal~ state zn a letter accompanying the ~e~~ative map the proposed method of water suppiy for subdivisions. Ind~vidual we1~s shall not be acceptabie as a method of water supply ~ar any subdivision in excess of ~en (1Q) lots ~ocated withzn an urban araa and with~n 700 feet of an existing public wa~er sys~em whose service area inc~udes or can includ~ the subdiv~sion. 12,01-2 The distr~bution system ~or any community water sys~em developed to sezve a subd~v~sion within an urban area and within 1,000 feet of an existing pub~~c wate~ system shal~ be designed and installe~ according to good eng~neering prac~ice and to standards no~ less than those of the exis~~ng water system, I2.OX-3 W~.ere the water supply is proposed ~y the extensinn o~ service ~rom an exis~ing water syste~, the suhdivider shall, prior ta the f~ling of the ~inal map, furz~.~sh the Healrh Department a statement from the wate~ puz~reyor stat~ng that the gurveyor is will- ing and able to supply water to the subdivision. 12.~1-4 Should the subdividex pxopose individual wells, at ~east one test well far each twen~y acres sha11 be deve~oped by the sub- divider and ~ested for qua~~ty and quanti~q. Whe re ~opo~raphy, geologicai conditions, or ~ittle ~nfarmation fram existing wells is av.ailable, additzona~ res~ we11s may be required by the Hea~~h Department. Test wells shall be pumped ~n a manner satisfactory to ~he Health Depart~ent and shax~ produce a minimum ot ~ive (5) galZons per minu~e except that ~n recxeational sub~ivisions, not less than ~hree (3) gallons per m~nute shal~ be produced during the dry season. ~is prov~s~on may be waived by the Public Health Officer -46- if suffic~ent we11 informataan has been developed in the area ~o as~ure adequate potab~e wa~er. A statement to the Hea~th Depar~- . ment by a~icensed we11 driller may be required in this case. 12.01-5 Shou~d the subdivider propose ta d~velop a water system for the subdivision, he sha~1: {1) Provide a Xega1 enti~y adequate to canstrU.c~, maintain, and operate t~e system. (2) Submit complete plans and speci~ica~ions including design cxiteria prepared by a registered civil engineer to the Health De- part~ent and the engineer for approval. We1Is shal~ be des~gned and instal~ed as per Appen~ix VII a~ this resolution. AlI water systems with the sur~ace sources sha~i be prov~ded wit~ treatment ~acilities satis~actory to the Depar~ment of Public Health. (3) Where a spring is to be used for the water supply s~stem, a recognized water geolagist shail state the yie~d in gal~ons per minute during the dry season. ~(4) Provide minimum source capacity and storage as shown in Appendix VII of t~is ~esalu~ion. , (5) Pro~ide safe, patable wa~er meeting the che~~cal and ~acteriolo~ical standards of the CaXifornia State Dega~tma~t of Health. No surface water sha1X be considered potable without ade- quate treatmenta (b} Provide a~1 information required by the Ca~ifornia Pure Water Act as required by t~e Heal~h and Safety Code, 5ectian 4010~ ~035 of ~he 5tate of Califarnia. 12.01-6 ~xis~ing wells which are zo be abandoned in a subdivision sha11 be f~lled and capped in a manner approved by the Health De- pa~~ment. lZ.Q2 Land Divisaons: 12.02-I Where the average ~esult~ng parcel size is forty (40) acres or more, no ~nformation on the availability of domestic water is -47- required. 12.02-2 Where any resulting parcel is Zess than faxty {40) acres, or less than a quarter-quarter section, but no~ less than ~~ve (5) acxes, a division shall be approved only if ane of the ~ollowing requirements is met: (1} The developer shaws that water in suf~icient quantitq a~d acceptable ~or domestic purposes is avai~able. Tests may ~e required by ~he County HeaZth Departmen~ to determine ~he suitabilx~q of water for do~estic purposes. The avaiXability of wa~er shaZi be shawn by vne of the fo~~owing me~hods: (a) By drilling at Ieast one well withi~ ~he area of the land division at a Iocation approved by the County Health Depaxt- ment which wil~ produce a flow of nat Iess than~three ga~lons per mXnute if tes~ed during rhe period fro~ Janua ry I through ~une 30 or not less than one and one-half gallons pe~ minute if tested dur~ng the period-from Ju1y 1 through December 3I. ~'he well log and a state- ment from a~~censed well driller certifying to t~e flows sha~l be submitted to the County HeaLth Department before fi~ing o~ the ~inal , tna.p . {b) By providing evidence fxom a regi.stered engineer ar geo~ogist that a spring ex~sts on. each such proposed parcel 'that wil~. produce the quantities specified in subsection (1) abvve. Suc~ statement sha1.~. be subma.tted to the Caun~y Health Depa~tment pr~.or to f~.l.ing of the ~ina1 map. (c} Where the water supply to the parceis created by the laztd division is proposed to be fu~nished by the extension of service fram an. existing water system, by furni.shing a state~ent ~ram the water purveyor statin.g ~ha~ the purveyor is wil~ing and able to supply -48- water to the land d~vision. 5uch statement sha11 be s~bmitted tio t~e CQUnty Healt~ Bepartment pr~ar to filing of the final map. The requirements o~ subsections (a) and {b) above may be waived at the discretion o~ the County Health Officer in cases w~i~'e past experience ~as shown that potabl~ water is available in the area of the proposed Iand division. Ne~rher the waiver of the ~equire- ments of suhsect~ons (a) and (b}, the acceptance of data or state- men~s submitted pursuant ta subsections (a), (b) or (c) nor the , approva~ of the map by ~he County of Butte in reliance upon such waiver, data or statements shal~ be, nar be cans~rued to ~e, a guarantee by the County of Butte that suitable domestic water in su~fzcient quantity is availabie to the parcels created by the land divisiona (Z) A nate is placed on the ~ina1 map as fo~lows: "WAT~R: There is no evidence that domes~ic wate~ is avaiiable," Where any resulting parcel is Xess than ~~ve (5) acres and an indiv~dual water supply system is propased, the division sha1l not be approv~d unless the developer shows ~hat water in su~f3cient quantity and acceptable ~or ~omes~ic purposes is available, Tests may be required by the County Health Department ~o dete ~nine ~he sui~ability of water far damest~c ~urposes. Th.e availability of water shall be shown by one of the me~hods specified in subsection 12.UZ-2. 13.00 FIRE STANDARDS: 13.Qx A~plication: 13.01-~ For subdivisions and land divisions within a fire district or within or ad~acen~ to a pubiic, Reutual 1oca11y ~ormed or private water serv~ce ju~isdiction hav~ag wa~er capable of adequately supplyin~ fi~e hydran~s. _~9_ 13.b~-2 Requixements: A. ~ire_~low 5pacing ' Minimum Hydrant Hy.d, ~o Land Use Flow Szze Hyd. ft. X. Ruxa~, reszdential 500 G~M 4" 804' w~~h a lnt density a~ two or less per acre primariiy ~o~ ~ecxea~ional and ~etzrement use. 2. Lot densi~~ of less 500 ~PM 4" $00' ~ than one sing~e-family r~si- dential unit per ac~e. 3. Lot density of three 500 GPM 4" 500' . or less single-family residential un~~s pe~ acre, 4, Lo~ density or u~ore 1,OOd GPM 6" 500' tkzan. rhree sing~.e-faxnily residentiai units per acre. 5. Duplex ~-esidentza~. 1,500 GPM 6" 500' ~ un~ts, neighboxhood business of one stoxy. 6. MuZtiple reszdentia3~, 2,000 GPM b" ~00' one and '~uro staries; ~.ight ~ coa~mercial or light indusr~ial, 7. Mv.ltiple residential, 2,50Q GPM 6'" 300' three stories or higher; hea~ry commercia~ or heavy industr~al. . B. Durati.on. ~`he znin%mu~ fir e flow requirements detailed in. ~3.OI-2A above sh.al~ be sus~ained for a period of at ~east two hours. Minxmu~ fi~e flow rec~uirements are in ad~.ition ~o the ar~a average dai~.y deman.d. _5p_ C. Pressure, The water utili~y sha11 mainta~n normal operating pressures af nat less than 40 p.s.i.g. nor moxe than 125 p.s.i.g. at the servzce connect~on, except that during periads of hourly maximum de- znand, ~he pressure at t~e t~me of peak seasonal Ioads may he no~ ~ess than 30 p.s.i.g. g. Main S~ze, 'TEie distribution system s~a11 be of adequate size, an~ so designed in conjunction with related facilities to maintain the minimum ~zre flow and pressure required. In no even~, however, shou~d the minimum pipe size £ox new mains be less than si~ knches in diameter. ~. Spacing, In no case sha11 fXre hydrant spacing be more than $00 ~eet from fiydrant to hyd~ant. F, Location. Fire hy~~ants sha~1 be attached to ~he distribution spste~ at Iocations des~gna~ed by responsible fi~e gxatection agency: G. Materials and Hydrantso Six~~nch fire hydrants s~al1 ~e A.W.WaA. approved with one 42" and one 22" N5T connections. Four- znch fire hydxants sha~l be A.W.W.A, approv~d with one 2~" NST con- nectione AI1 ~i~e hydrants in altitudes of 2,500 ~eet or ma~e shall be dry ba~rei ~ype. Each hydrant shall be fit~ed with a prop~rty sized inlet bury and gate valve. Each hydzant gate valve shall be suppiied wit~ an 8" va~ve bax wit~ metal cover, set to ~i~ish grade installed to a11ow operation o~ gate valve. A~~ hyd~ants, valves, fittings, pipe and installatian sha~1 be app~aved by responsible ~zre protection agency. H. Constru.ction. Fire hydrants sha11 be ~nstalled in accordance wi~h Butte County 1'ublic Warks Standards 5-27 and 5-28 (App~ndix rII), and the ~oca1 utility, -51- ~. S~ut-o~f Va~ves. The dist~ibutio~ system s~ail be equipped ~ wxth a sufficient number o~ valves so ~ocafied tha~ no sing~e case o~ accideat, breakage or repa~r to hydrants ar dis~ribution will nec~s- sita~e the shutdown of p~pe length grea~er than ~,3Q0 ~eet, 13.01-3 La~d Divisions; four parc~~s or less. Re uireme~ts• Proper~y owne~ and/or developex shall be responsible to provide ~ixe ~ydrants and water mains, to th~ most distant parcel of 10 acres or ~ess, in accordance wi~h requiremenrs of pa~agraph 13a01-2 ahove. When topography or easement conditions preclude add~tional Iand divisions, fire hydran~ may be ~ns~alled at r~e distance ~~dicated ~n para~rap~ I3.01 abav~ from the most distant parcel. 13.0~-~ Land ~se C~anges. . p~operty owner and/ox develape~ shall be respa~sible to a.mprove fire protect~an to mee~ the requirements o~ paragraph 13.01-2 above. 13.02 l~ural Lan~ ~ivisions - Fire Protection Water ~acili~y Requirements For land divisXOns wi~hout centxal wate~ dist~ibution ~acilities, either public or private. i 13.Q2-1 Lots 1~2.99 ac. in si~e: 1- 4 lots: Reco~mend swi~ran.ing pool connection or ather storagE facility. 5 or mo~e ~ots: 10,000 gal. in storage for each S Iots or portion t~ereof. 13.02-2 Lots 2- 5 ac. xn s~ze: ~ 1.- 4 lots: Recommend swimming pool connectian or ot~er storage ~acility. ~ 5 or more lots: 5,000 gaL. far each 5 lats or partion thereo~. -52- ~3.02-3 Lots 5- 10 ac. in size: I- 9 lots: Recom~nend swimming gool conneetion or othEr starage faciiity. 10 + iots: 10,00~ gal, ot watar in storage for each 1a lars or po~tion thereof. 13.a2-4 L0~5 over 10 ac.: Any underground swimming po~l wi1l have as an i~tegral part af the construc~zan a standard fixe depart~ent d~afting c~nnec~ion. 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Sections ~or_ Com:~~err_~a1-Industr~al S~~divisions RS-2 ~p?caI Secta.~~.s ~or UrLa~. 5uhc?.~zr~szon ltoads RS-3 Typica:~ 5ections ~or ~ural.-Su~r~zvzsion ~Ta,xl~y Type Roads PS~G- '~gzca~ S~ctions ~or F.ur_al-H~~7_s~_c?e A~our_ta~n ~ecreational Roac',s RS-5 T'ypica~ Sections For P~ural-H~Ilsidc Mountain Recreat~onal. Roads A. On~-k~ay ~ oop Road B. On~-[,~ay Road Sp~i~ Lev~1 RS~6 '~jp~c~J. SecL~on Fo~ lxonta~e Roads RS-7 '1~pical Sec t~on Far Mi~.. 1~~~) sir.l~ Mountai~. P.ec ~ Road ~mpravem~n~ P~S-~3-LD Typ~cal Sections T'or Nan-t3zban l~rea i,and Divis~oz~s RS-9-LD Typzca~. Sections T'or €7rban Ax~e~. Lan.d Di~crisions ;D` ~- - 2 °/a ~~tir -. ~ h ? ~-~ ~ SUBGRAC~ ~J5°,~o C011~PACTfQtd NOTC ; GD~ Mioinom R/L'J r~idth - 2 °l~ --~ V~ ^~l ~AS~ -- CLl!S~ 2 RGCF~G!s.~E . _~----~G:x{ gE~€I~:KFd~~S CIETERP.51~_'cE] E~N "R" VALLfEi CC~F?i;FL.A?Gp tilETH TF'.n;~ F[C fP!p~:, _ iS~~ GG.F~^.^~ 2 A.p. (C4!D:!C.UiR?. ?_" fi.C. ::~2~=l1~IP!G ~- C'::~,l~91~~9. ~OG : F_AG.. T€ ~ 5.5 R!~ i G : ( t?~^Jid7~ o~ E~ight of ~'Vay ar~d f'nveme~4 ~o ba defermined 6y consuf4c4ion wi4h the Depar4menf o` P~blic l".lorks ,~1~",h ~rope: cons~c!~ra",inn givc~ Po fh~ hRas4er PEnn nn~i r,tt;er P~nnn9n~ cnr.~ideration. ( 2) Psine A.f3- ~'~ ior to Pavirg. ~ tis ~.+~' ~ ~ ~~ ~ Il ~:%' ~° ~ ~_9 ~ ~' La Lr` L' ~ i~.' u ~f k J ~'> ~~ ~~ ~: u" ~ ~~ ~ 5 .., t'v`_~ ~~~~ ~ ~ a ~ i t~-.~-~:..~~.-_ --_~--- -'~.~~~--s .. _ --°---_-~.~: ~_---~-.---_-- ~ ~.. -~-~ {'~. P cx ~ n A ~ ~ ~ ~ i ~~q'° ~'~~, .~~j ~;~.r t {f.~~9.J ~ ~'~^~ i ~~~~'~~a`~~i~ ~'~~~ ~~ ~.. F l ~ 1 ~~ ~ti~:b7~ ~..~~Y~'v~CP'J~.. k:[V~.~~Jc.~~YY~4-~,~ ~_______~""r.~~~-~-.--..-- - -~ _s=:=c_'SJ_~ ~ -------~-----~ .~_~e.~~E~";~^~~Q~_~~~~~~ --- j~ sc~!~.~ : 3" _ ~' -.e" LL ~~ nn' rnrc rn r.nrc ~ ~- f`r"~~~ --' ~i~i.~it.; ~ ~ r ~ i~•~,~. ~ SUBC3RA~7E 95 °/n GORlPAC71011! _~ t ~14?F : 60` A7inis~esm R/4+d rtidth. _..w_ ~-~~ ~ ~ e' p" CLASS ~ A.9. 3/q" MAX, 2'' 2~~ FZ~E°E F3 A.C. 1/2`~ P.1AX. Mlh!iCflUM ~ S~OG ~GA~. . 1'~=Q.S ..w.c x!~ ~fOFt~1Al. CDt.S~'. VERTICAL p!`J f~LL MAJ~R COLLEC~pA STREETS P.F*k.L.F.Q C!'?F3 IhJ S.'1F.9c CAS~3 L"liiEi ~1F(~R,'SV~L C1C ~ CGP:.F~iL'1~fli C~ F~3~!~ t^.G'F3:e.ri ~`~1~3t~~~ ~~r~~ LOCAL ~1CC~5~ ~O~D ~l^I.HER`~ REQUIF~E~ DUE T9 i ~~1~~3C G4N:~3~~MP,l~Tl4E~S} ~ 36~ ______ _____. ~__ __ -~.: ~ ~ ~ ~ ~?%~ -2%'-" ~ __ -a _T-- 36~ --- ---~~ 1..._.~.._._._~~..~,a..~2 °~~_~ w,w..~s---r ~--~~ ~ _ _ ~.~~i.~c~~! --_""_"~;~, ,, ~?~~,~,~ p~-- Sl16GRAQE 95 % COPAPkCTI~r! ~ 6° Cl.ASS 2 A_8. 3/~4" MRX. ?" TYk~~ (J l1,£. f/2" P.rAIt . ROE.~~D CtlRB fOG SEA~ f307F : fi0~ M'snimum R/t9 rfidih. E.,~.6~'rfs~Pm dEd~l~a~:3~ ~:~.9~L~s 36' FA^F 'Tq FACE 3T' .r _ 1.-- , i i J.J... - 2 °/a _ -I _ - 2 % -~ ; ~!',~:~,_- L~ ~~~. ~~.~'~ ~ ~L~#3GfiADE 95 °/a C069AACTION PdQi'~ : 50' Minimum 3~11a! uridih. F,'IS'~2G9!383 ~ `C'1-4.0 ~ ~ ' --° ----.4 I--""- ~"c~.nss 2 a.B. ~;a° n~nY.f~ ~.-~.g',~ 2" €~'i ~ f~ 11.C. 1!2~~ t.1E3}:. t:1S~11t7'JP.3 Yl ~'OG S~'!14 ~i = 3.5 i'~~~~~~°3 ~~a~~ ~ 1~;19~° ~~'° ~~~ ~~BQl~ :~ su~,r~~ To Es~~~r:EERENG nr~r~~ ~s~s k' ~ TI Fp PF AS REQUI~tED 9`! THE DIRECTpF~ fGR ~NF'CUGIi COUnITY RpAClS Of: A~J7lClPA`Eb TNF.QUG,! CQt•;e!ErTiCf:3. (~QTE : PE•ime A.~. Prior to F'cvi:'~c~. ~r~~l,.v~~~ ~ ~i~ ~~~' ~~~ ~i L' ~=~ ~'~G'"~~(~ L~ Lv~u~,EV ~ ~~ ~1~~~~,~~~ ~nir~~~~~ ' ~>:c-_z-~-_.,.- ~ ^-....xr~-,-^-____._-- -s_------'-- - - z:c ~a-.r.s.-~,.-s=~-.._-~.-~.--=----- •--- ~ =-:_-~.,..-.w._..._~_ -'~-..~I l~bP~i~3~a_-, v~~~i ~~~~ ~ ~'~~ ~ ~~~`.~~~~~'~ 6~'~, 6~ ~ E~'_~, ~. ~ E ~ L E _~:~._~....~ w_-. _ - --~--~~__- -, e~~~l~~~9 ~~~~~"~~~~°~~`9 ~~r~~?~ I sc~~~ : ~" = a` - c~" ~ l. _.~___ _ ~~._~ ~ ~ ,' ~~~~ ~a' _.1 _, }~'se.~o ~ i t'. !n4 ~ -+- - 2 °/a _ _ _~ -r 0.50~_~..:1~ "~i1~ ~ ~~~~ '~ ~~ ~ ~~ SU7G3ZA~~ ?5 0% CQf!4PACrION ~; ~ ~a 0 iLJ1'9~'~0~~ OtlC1'F-iid ~JP TO 100` LOiS , l~VERaGE ~F'01~3TAGE IN Si~E~DIV[SION o' ~~~ .. • ~ hti~go F+}in1 I ~ ~~~ 0.50~=~ ..- :- ~.`: _`"~ t'" S~ ca rri C~ ~oTs o~ ~oo' To ~ao` ~ni t~v~~~~; , AVE~Z~,GE ~o` -~i~ - I Minr~e - 2 % -,- i ~oin4 ~7~ 0~~ Ct_ASS 2 A.E)_ '~/~S " 119i1X. ?.'~ T7C~~ E3 C1.C_ 1/~ " t".P.X. f~O 7 : ~!~.f_ GRAF,`ED DITCti~5 ~ ~ t' `> ~. / / ~c~ . .~ NSIMER~Sl,SM ~'z T 1 = ~.5 ~ '~~- ~ ! ~ ~Hitl~r ! ~ ('pinl ~ - 2 %_.,,,,,,~~.....I ~..,,,,`z % ---+~ j _ ~_.~. ._._,....~.`~ "' ~.. - -- ~ _.-- - -- .__ v._.~,_---_ ~ ..._: -- ___~__ ..-----~ _ ---.__ . -_-~ ~------~ .._._.. `~..°~,:_, ~--.,.~--f-__.._.___~.._.._.__..__~~. _---..~~~~.. .~ / S~BCR!SDL 3.°'i% GQPS:~ACTIQ^~ ~ ~,°CLnSS ?. h.8. 3/h ~~ I'•'r'„C,\~,~ ?,'~T~'FE :'1 A..^.. E/," ~~ f:R:i_ ~ \ C~E~ :~~1`1. ' GRS~~ i~I OE7Ch'~S ~ h~lhSP.9tSP:9 ~ T1=3.5 ~~~r~~. l~1~~~~c~.3 ~`i~A9~ LW~.. ~ ? 6' 3 t ~ ~ , ~~ ~K _!2~ ~-a-~~.~ ~? ~ -°- t' ~. 5 -.-} ~.•~ € Hingo I ~ 3'~ ~ ~ f F..in# ' ~._ _ - __.._... - _.._.._------------- ~Pois~4 ~ ~ ~ ~ ? °A' -~-----~,.~ _ ~ _a/n - --- - ~ ,_..~..,.~--•-.~.....~..~.. _, . _, ~1 ~ _..--'-......~._.._.-'-- ~ i~': Q.F'J1 ,r_ ~1~~ ~ /~ __ ....~.~.--~..~.1 ,\1.~. ~ _"'_'_"`.__~._.__ ' ~',. f` :'~ / -~ ' !\ \~ ~ /~ r ~ ~ SiJESG4AD~' 95 % CO~:•7~ACTIQ."1 -~ ~.~ ~ ~5'~ CLA55 2 l~.E3. 3fn " C^11x. \ ~~ 0 2`~ 's"?'4~f~ ES A.C. E/? " C:~^.X. ~•~G 3~fiL h7P;~FF.1l!M iF ~!Q'CE; i'rime A.Q. Prior 4o P~ving. G~+n~~p niTCHE5 ~-i ~~.5 ~'~~i~"~!~ ~'~~~ ~ ~ L~TS .5!30' t"!~~E G~? l_!~~'C~P, ~ ~ ~ .SP,!3JECT TO E1~GIP;~~F.fP,G GSPd11iwS'.3 ~ ~: ~ s~~ nor~. ~s-2 NOTC : ~'~' P^in~mum ~t/t~! «~~'<~ ~ ~.._~ _ ~:~~_~~_ ---..~: --~-x.r~~_--- _-_ _== -~-~=-~~~~.~~~: ~-~ : ~~~P~ ~ ~,° ~' ` ~~~T~i" °~°~ ~~~''~'„u ~ ~ ~'f~~;~`~ .~'~.~ ~~~~~.,~;; ~,'"f~~;~~ ~ .~-- _~ ~r_('.~_p_/_y ~a__(~_q__''~p~ -~.~ -----~-- ~~-~_~__--z -.~~.-...~~._~.~' j k 44~'E{JL~vI~ v~~.t~ L' C4~'6"U~ ~'~~~ ~'m~] ~Ja``~L,~7i.6.Y'~~L',~~' ~\.;~,Jn ~~ d..-~-- ~~ ~ FI i°~F_' ~~~G~~ m c'~-~'~~r~°~~~~t~ ~~~s~ ~~~ ~ - ~ -~- = _..~ ~~ ~ ~_. « ~.-~-~~~~--- ~~A~y~ ~~?~~~ ~ SCA~E : I = €3 ~ C? ~ 36~ .~ ~ 5' ~, [ 7 ~ H14;G~ ..,-- 2 % - 2 % ,~ • - ~ P~,~7: ...-Tt:': =:..;.~°""_-- -- - -- -_-•-=---- ~~ - -_ D.50~--` ; ~ ~;..i,-''~`~ _~..~~^--:-~.~~;~- ~~r= -- .~..~-.....,_.~~ .--.~., _ f -~~~ '~~,~^,~ ''`- SUQGRAF!~= 95% COIl9?ACTIQN ~ B~~CLAS3 2 A.D. ~/4'~ MAX. ;~' 2° YYP~ f3 P..C. f/2" F.::1X. o NOT~ : 60' MEnimur~ R/4Y wtd4h. EOG s~?1L ~~ ' O c~:nflEO oircHes ~~~~~~~ ~~~~ HIGH Q~NSlTY-~QTS ~1~JGP,~1G~ LESS THAPJ EQO' WlDE ... /~~~ , MECJ[Pr1UM ~' Tl=n.S ~ f ~ ~8~ ~_ E '' ~. s~~,,i, ~3' , ,~ r3' ~~ 5' _. , wtrae~} ~ ~ - ~~~r~~e ~~.~sr~ ~ ~~%~ ~ -a% ~--~ ~no~eaz , f _.,~.~.a_,~~w.,,~:__._~,.~,_~ _~ - -----~----. -.:~....-..~...~.-..,m:..--, -:.,•_----=-` __ __. --~_,1 c~.~~-T `;Lf '~=~:~%l"---~ .;:.:t.,.«~.:, --°~.~.-.: ~ ~f ~€..,,_ ~`- SU9GRP.DB 99°fo COM?ACii~i`d~ 6~~CL.ASS 2 A.B. 3/9 ~~ MAX.~~~ . ~ 2'~ TaP~ p A.C. !!2 ° k~?f, \ ~ [~O i~: 6a h~inimum fZ/tY w9dPh. FpG SG~SI_ c~ Ci ~~na..~a oiacw~;, P"IMfF1:~F.i ~ $7.~~r~ ~.. ~~~~~ 9 ~~~~ Ti = 3.5 r~~oi~nn orn~si~~ -~oo' Lr~~s A~rafl ~_AR~ER ~~~ ~. _5~ ~ 2r 10, r[.. ~p~ ~ ~ '• H!p'^~ ~ F~13~]C-E rPO:']T~ ~ -2% -2% -'a. .^~^.::~T, 0.50 ~.~~. r., ~ -~~_= -..:~__-~;i i:t;~.~== -• ~-~:.;-_-~,'-.,--~~ ~~~`I+. _~`SVE~R~1,rr~ :°°S% ~RP.'io14CYIC^.1-j~ h~~CLASS 2 A.D. 3/A " P1.'1:t. i, a„ r~ c=~: p n. .. ~/2 " r,^.n:t. ~ rao ~~:~o' r.tt~~mun R/4"J vriddh r^ ~ ~~ns ~~ ~ GFiA?~ED D[?C~lES ~~~~~~~ ~~~~ ~ ~ SUQJECi 30 FNGa~~££F.It~]G AfQALYSt,~'i t~~vlr7 I'~. ~ ~ (1) S~rt~ctur:i ser,4ic~n cc~~panen~> as sh~tis~ obave ore mis~isn~m. 1P~!hen ~o'sE5 dir..*e4e~ t!~ichnees af s~ri~r.St~x~f sec3ion shall !ie inc~eas~d in occo-dnzCC v.i~:~ re~t~i~e^erfs afi :he pe~arFmAn# o~ !'uf~li~ Vlnrhs. (2) P;i~ne A.B. f':ior 4o P•:sving. N~~!Gw `, ~ F.31 N~ iyl U M 3E ?! = 3,5 ~ ~~t~~~~3 fi ~s ~~ ~~~ ~ ~'~ ~'~~'a ~~~~'~~~9`~ ~'~° E'°~!!~?~E.~ ~~~E~~a~ (~ _ _ _ _... _~.. . .~._ - ~'~'~J€~yG~n~~;~~~~~~ ~'~~ ~~'~`uE~~L.~~~~ ~~~,~---~-_~--- ~~~- ~ - I~ siT~~~ ~~~~~3~ ~--~~~~P~,~, ~5~~ ~~:~~~4~~~E~9 ~~~ - ~'~'C';f'~ry~~:P~'EaR~?~ ~~t~~~ scc~~.~. : i" = ~'-c~° Il - ~.•- w-~~ ~, _~ 3~~- 16~ 3' f ' F.[~SC ~~ ~Y.3PFre . r rn'"~ lrv:"!~ n.Go,_~ ,.'! ,,.~:-~~,T~=:~`~:~:~?~~.____~ - I -~~. ~ ~ ~;. ~'~~a. k „~.~ ~-.~ ~ EE'E3GE:A~E 95 °,~~ CQP.4P?1~'~IC1~d-~= \ c~ ~~ ° ~" c~r~ss 2 n.o. ~/~: "~Max~ <" i~rrw n n.c. iIz " e~nx. i Ad6T~ : 50~ PAinim[sn R~P! ~iC:h C~OG ~rf~F. ) C.rtPdt[~U::~ ~ P1D Ft1R[{I~G E11_GO~'dED ~ C-;?A0~~3 al i CN.CS f TE-3.5 ~ ~cg ~ ~a~c~~~ ~~ ~ ~ 8't~ e~~ ~ ~ SCRLE : l" = n~-- O ~~ ~4 ~GiE3.iEC3' 'i'C Ers~[r•~c~RinsG A1-A1_l3IS PJC~TE~ F'rime ~1.F3. P;ior 4o Pc~~~nc~. n C ~ c~.~o` o~ir.c~ ~~ S~3 ~ ~~ ?.`F~---- ]2~--~-I2° 3~ ~ ~ or i I ~ ~ ~ ~ ~ 2 .o ~ ~ ~~ 3`: 4., _.._-:.:_- _ . -^_.r-.-..-~~f _ ~-__~~:~~~ ~ -I ~~ ~ ~, ~ue~~r~oe 9~ %~ cor.~c~nc ~ iocs ~ 4" CE..F~JV 2 t1.8. ~/4 ~~ t,A!~Y.. 2° TYPE ~ P..C. !/? ~~ P:?.1:~. FQ6 5f:h'. f.1kC.lR'lEJt:9 :: ~'~ FL?F,;[t7G A! LOL';[D CF;1;~ED LtiI-CFi~S i. I i ~I~ I ~ ^ 2 %~_~_ 0.54 -..r.'~;/~~-~-_ -~~.-~~ f "~ ~' ~ ~ ~ .~ U ~ a`cor.~pnc~~Q er.t~~r~ Jj ~~n<<, nr~ lif~4GE FOSC]T ~, ~i C~ 3~~_ .~ ' ~~ I \ . Tf-~.5 E~l~ ~q ~ ~~$~~~ ~i l:~'~ i ~ ~ ~~~~1~ ~ ~~CA~I~~ SC^.I..E : i" - 12~ - O~~ ;.e ~J~~FECZ" TrJ [ft'GtidEEE:iS'.fi 1~FvtAL;u1S ~~~~~~ C ~ ~~ ~•'I_~~~~~'~ ~~~~'~~''P''~`"~`; ~4~'i ~'~~' ~~'~~~ ~~,~'~ ~ ~r~'r~~'~u~°~ q , ~~ ~ v o L.~,ev u- ~_.m .., v a ~~' . !~, l". p~ ;@ ------- ~--.-~~ ~ "_ ~;' ~__~ _._. ~.~,,:~~(',:`11 ~'~'~6~f~'~"~ ~~~ ~ =-=~~3.- ~~-, ~~ __.~. ~ -.~ - t. L~tialiL%+~:6\.J E~, ~' T'T~~ ~v~~ ~~.. °' ~`~~~.E-..d~~'~..~', ~~~~~~'~l~sG$'~'=~-_~~-.~~=-_:~:~~.---~-_=~~.~x_~-_-_~---~...~:._.~-.~ ~~~C~~'~d ~~'~~9~~, e ~,~'~~?~~ ~ s^n~~ : As s~~~~~rs ~~....~._.. _ _ __ ~.. - =~-,:_~ ~__ _.. . . F;/W! VARIES-84~ i;lE{~iP.4U141 Fil~lG£ POINY VARIf~BLC ~ t~,_._.._....... . . ~. ! N~r~r~ ~., ~a~r~~ ~. I ~' ~ z' 2~ a'. ~ ! '~ ~~~ 2~ ~ .__..,.~ ~~~. w a ~a ~ r_ 50' Minimum R/1v miash ~S` ~~ ~l~r:~a - ~ , ~ P~i^? c ~-- t=~ ~ o.~o' .~'~~.-: ;'1 ~t ~~ ~ ~:~ Ci f2~ -~ ~2~a m ~ ~ 1 ~ ~ 2.5' .a I ~ ~ ,I ! ~ ~~ --~~~ ~ z °l __._'. ---_ , A~, ~~ ; ~SU€3GRA~E £"~ °a CO!'~1PACTIOhJ .~ ~ ~ ~ 1 T1=3.5-4.Q ~ ~ ~n~-r : Construc4ion rec,uirements vary v~i4h location o4 subdivi~ioro. i~a~Y.»r,g c~s~b 51C~E only- :4 U~~~ '~'1=~.4 Vlhere 50 or ~9os~ L,o~s CSS@ .ri4'fllG'l~. h ~~~~.~~~~'~~ ~`~° ~~.~~~i ~ ~~i ~~~'~~ 6 l~R~~`~ l~ ~~' ~~~~.~~~> ~~,9~~~s1~~ j~ __~-__..-.~.-----@---.-_ __.~z-_-('~ (~ - - ---p~^-q~-q--n-pq-A_ ~ _ ~{~---~...---:=~, ~ 6n~'Jk~~~ ¢~.I~~'~.i C 4Q~~ ~~~ 1 6.~ L(r3J ~l'SY.1~~ ~~~e ~ ti ~. @~ ~ ~ ~~ T I T ~. ~ ':.~ ~.__ -- _ . -~..~ _...^--=.~w~~1 ~~_ ~ ~' ~ i ~ ~'t~ ~a {~. ~"~ ~ f'~~ ~ ~ ~ ~ A L ~ : E ~~ w ~ ~ ~ 0 ~, ._..__.,_.,._._.._,a..R...Y...~~ I. Oves Flve ACres ~o Fort~ Acres r~, Provid~ alxgi:raent ai:d flY3(j~_ 4[:Sij;~~. Et. Prc3vide trauersable ~ceess. ( ~E' n9in.3 C. 7'rovi.de sr3irtera~tce ag~r,e~ent. II. ,OvPS Tr1o Aeres~,To Five Acres 5-~.s:_~ ~- d~ ~- 5, i • _ ~ r~ncn ;__ ~ k:n~r ~ r. ~.--~-- • ~~` .. ' ~ ~,,,^,L,~! ' ' "2% , 2 °•a „'- e _ I~~ t.0~ ~~...,_~~ ~ ~ O 5• 1 •. . ~ ~I.O~ v . ^ ~ • {~`i A. ~roc:ide a~ignment ~nd ~rac~e design. D. Graded 20' Sertion 1S% Grade ~7Y. I~. FFOJ1aC ~rauersahle acc^_ss. , r. Basr_ es ~ec~,~ired~or 7rcverscble t!ccess. C, YzoJi.~e mair_tenanc~ a~;.eeme*~`, P. Culvezts ~~r? Azaina~e structures rayuire3. G. Re].atzve COlr.7c^.C~I.D17 90% H. Pavemr,nt Opficnol. IvOT£: ~'nt Coutry standazd iax mai.z~ten~ncco III, ~'i•A AC~F rAn!7) 51~L~I,L~?i Pr1R:.F'LS Iv'GiF. 1Jse u~i.m~zove3 Standard TI above o= construct this s~end2rd £nr county ak3i.ntenar~ce. ...~ 4~` 2~ Ep~ ~,C' so' ~, ~~ i. ~ H.n ~ H t~, - 2 °/n ~ - 2 % ^^ - . ~ . _ ~..~ ~ _ .~.._ O.5 -~-^ 'fi ~~ , 2' i ....~ ~."'O.5 ' ~ riFAToR RaA~3--~ss TxAri 500' Structuxal SCandard: Below T1= 3.5 24~ ~ H.R Q.5~ _.,~._._. _ -- e - f ~~.' E1. a ~: ~ .. . r~ T.flCAL ACCr.SS RO~AD Ti = 3.5 ~ ~. Frcvidr. alignment Pnd ~;radc ~esip,n. B> sra~~~de tr~ver.sable access. C_ F; cti•ac':e r,~linte;;anr_e agreem^_nt. D, G(J` Pii.nimum It/S•? I~Ficth. €'~G'Aw:: Thesr_ st•andarc?s sEiall ~pp1y Co tfie roac} fra-; a sr~-inCnir:ed Coun~y rc+~d i:hro~~~i r~ =eeL ~c_n~ d>_+; idesi or e~ f:cr,oirc~ Cy Sha Qenars.^c~^ o" F i~.b!ic Y.'c: ta. ~ ~ t~ 1~ ~ ~,P L.:' F' ~ ~.~ ~ ~ ~.= . c„~.-R.~_.~-n._ . _~_. ... __~~:~__.b,,.~~ 'I "PfC•/~f... SrC`[ E011€S f'01~ ~-~? ~-~ n~ c~ r~--u P~ r-:~v ~ r~~ r~ L~1F~~L~ C;!1!;~~Ol~ E. 5tructural Standard. S~bgrade 95°~o Cn~2k acCiurz.~ 4" C3ass 2 ~i.~3, 3/4" Piax, 2" ~;lpQ t~i i.r... ZI7'i t~~AX. ~ Fng Se•:~ ~ ~ %;.+_inzmur:s Gzadeci i7i.~ches n0i€~~!'rime A.~i. Pries to Pouir.~. ::Su~jc~ct to .sn,ir~~_~::i.r.a i~:'~alysis Df~Pe'':F~ i P~~~Ci~,~T ~~ ~~_f''~_~G '~:~'C~~;:C~ .,.~.z~-_~_~..o..~s...-..~.~..~.~...~,.~.~,:,..~.~,.a,~,_a1-~~.~:._.~. ~, sTn ~~ ~!~ ~; ~ ~, ~. ~~ ~ - ~f --~ ~_ t~ ~~...~..~~.._-z-~_-,~..~,~..~ . ~ ~.r.,.~.~~._.,~,~...~.~_-~.~,.~:R:~-: Sc.r,~E ~ tvc;r~~ ; I. Over Five Acres To For4.~ Acres A. Frovi.cle Zlignment and Frade d~sfb:1. FS. Prov9.de ~r~tversahle acces~ (16`Pnin.} C, Provid°_ [razntenanc~ agreerenC. 0.5~ ~~ v ~ ~ ,~ ZI~. 6\?i ACF.~ A'_QD 5`~1LT~E:Z PARCELS aa' ~ssc~ ro r•nr.r _ -._ . _ ~_:.5~-: TACI#L ~'iCCESS R4AD ~2--~~~ ;E_ ~A S~rucruzal Stzndards fielo*a 4 C1~ FACE TA FACE ~~ I _ 32 I ~ . ~ ~ , ~2°In 1 -2~~J~ Ji~~_w., -~^-~~~---~--- ~ -.`._~~ ! I 2.5~ ! .? .5'~ . ~ ~ r~xnoR ~onn T 1= 3 . ~ cv~.-~M--s~c r.c~tn f; ,I ~I :, l 'r;•~: ,'iiz5r_ .._,..:~;c~rc:~ altali ~~ -•r~'~'J =0 ~~~IS YC`~..- i::~l]i=. IT:uI.II^ .~ s.r<r.~~cI (,bu:ity lnad Ch.r.o~~~h ~' ;~~r.ceJ. F,~~;~~; cii•ridz~d or a~ Require!S by ihn Dep4. os P.4+! ; ~..~ -, .. .,s~.:,r.-n:~'xc,~ux=~~r,~n..rs:c.,~n-....~,-,z.--.~..~.a_-z~,..a~a.~,~,.~~...~ers-~.n~~~~o,., . ~ '~ ~~'~`. ~ ~~ ~ ~' ~~~~ i ~ ~ _ _ .~.,.,..~~,-~-~...~,r..~.rr..~a.,~.,r,,..~.-~_-..e4~:~,.,..~..~R„~ ":'~`~'1~.~1! ~~ CTIOP~S [=0~' r . .... it~'r311?~3 A~C.~: f' ~.{~.i~LSI_i ~~~~~I~~~~~3~? " ....nn .,.....~...,...~,~_~.s.~~.r....r,..,.v-....rt..>..:.a,m~.c.xa.•~.,~.a.~a..~.:•.~r.._-.~.rn,rr.e....,,~.. .~.r......~br Str~sctura 1 5 Car.dard, 5ctbgrade 95°,'o C^s'•iP~~c~i.~n. ~}71 ~+i~.~":::a ~ ~e ]. 3~=F" i'~~1`:. 2'~ Ty~+e E ~1.L:. 3.17,,~ it,~s. Fo,rr, ~e~l ~ `t•Fi.niritu3 Gra~,e3 ni~chcs 6:?' tii.ni;.~;t P,/:, [•lid~_ii. P~C1TF' Pricne A.B. Prior 4o Paving. >'~Subject to Frgineerin~, ~SI~lI}'S3.5 II. f~ver C1ne. Acre Tp Fiue Acres ~Q.J ~ f ~~•" Cl^ss 2 A.13s 3/4" Pla:c. -~ S.G.2~it~ r~ri;~e NO'~E: NoC Cou~nty stsn~azcl for r~a~,n~enar.ce. A. Provide ali~nment and ~rade design. Z1. P-ovi~~Y t=aversable ~ccesso C. Provic'.e ~ain~.enance a~xee:~eot, D~ ~~:i?T~ll~~ ! 0~' P~J~€...~C: ~d'J~l~~'.~ S l~~i+~~^~~~ (~'~'~. ~~ ~w ~i? SCALE ~ f;Ctic n,,.=...~~,7R~i'I~~v.,.x-.~'`G I'` APi'ENDI~ II~ S-I Standard Vertical & Ro~1ed Curb, Guttex & Sidewalk S-2 Stanc~arci Vert~cal & Rolled Curb & Gutter S-3 5tanc~axcl Dxiv~way Approar_h $-4 Stanc~ard Cross Guttex ~ S-5 Stan.dazd ~,C,C. Ped~s~rian R~.m~ 'I`ype A S-6 Standar~ P.C,C, Pedest~ian Ramp Type T3 S-7 S~4ndard fleadwall Structura~. D~ta~1s 5-8 Stan~ard GO Type Brop Inie~ & Details S-9 Standard Type "C" Inlet S-1~ Standarc~ Concrete Tr~nch Cover ~`or S~reets & Sidewalks S-1~ Standard Street Survey Monument 5-12 Standard Caunty Road Sign 5-i3 Standard St~:eet & Stop Sign Post D~taiis S-1~ ~tandard ~.emporary Cv.1-da-sac 5-15 Standard Permanent Cu~-da-sa.c 5-16 Driv'e~Jays F'or Rura~-Hil~si.de Moun~ain Recreational Areas S-I7 Typica~ Detaz~s o~ Pavemen~ Replacement and Baclcfill Requi.remen.ts S--I8 Publi.c Ttoad Connection 5-19 Standard Man~.ole 5-20 S~anc~ard D~-ap Man~.ole S-2]- L1P~roved Nl~thods of Laying Pi~e 5-22 '~rpica~ I~Iethod ~or Settin; Appuxtenances S-23 Standard Plusha.ng Ho7.e C.~. ~'rame ~.~ Cover • S-2~ 5tanda~d ~1anh~le ~rame & Cover Detaz~.s 5-25 F~centric y~~.~.hole Details 5-26 Sranctar~ 30°S Drywel,l. Ozz Publ~c RoO~W. 5-27 Stan.c~ar.d Fzxe HgTdran~ Instal2atzon S-?8 St~nc~a.r.c~ ~~.re h~dxan.ts 5-29 5~aimmzn~ Poo~ Con~ectivn I'or Fire Pratection . 5-3~ G~aa?'d Fane~ & Guar~' Post ~ctaals ~o'-o~~ VARIAL~LE ~~~ 5`-0" rn.€R~. RUf~ ibQL~ 1 „ ,.. ~~'~;0?Er~?Y ~.II~~ 5U43GF2Ai]~ U~!~~i~ Sl~7~1~J~! 1C TJ ~~ COh9Pl~Cr~D T4 ~JO % E?EL~1~T1~~F_' CdPflPAGTIQI'a ~':f~ ~~r,.r:::.,::_ .;, .~.::.:,;a:. ,;~f~::;~~:~ , ,.::..:;: _z ~~ =i:1= . 2" S~[~D CJSH~OP1 ~0 ~lE COFJI°ACT~O 'f0 ~Q % REI~Ai I~+E COI+~Pf1C'~EQit3 ~~~~ ~~~ ~E°~~~~~~~e ~ ~ ~~~~<~~~~~ ~~"~~~~~~,~, ~ ~~:~~ ~~g ~~ ~~~~~ ~ ~~~~~~~~~ : ~ I 0' - p,: vn~;inr~~r_ ~J.~ I?_„ 5~~~" h;!~7. ~ 6~~ I P R 0~ E R~' ~f L! i~~ ~ r-- R'J~l "~"00 L. --~ I~ PLI~~ i IlVfi AR~ R ~} ~,~ SLOP~' I~~~ ~i. -~ - ,!. ~~i~i;~iri - } :•-d::•.v•.::.~:;;:.~y....;;a: •:-o.'-.•.-.- ~ [r..:?.ii-.~ ~- I:G:'.P~::•r•-~-:p.....;,_..,.A.:..~,. ~3~/C~ ~~d1[l~ U!\Q~k? ~ c:n~Z~,f1,~K =C? F3= CdMF'ACTf:D 10 ~'[3°~~ f"=f_11~'11F= C£~P~4P!!C~''lG~I~]. ~~ li ~~; ~ v~ ~ ¢~ u L G~~' 91j ~ J~ ~ E'~~;~~~,F'+,(~~ ~;~L.,~-~C ~ ~~~~~ ~~ ~' ~' ~ ~ L i~ ~ ~ ~ .~ E ' ~;,~~("~~~'~ - 2~-d'~ F~C~' 0~' cu~;~ "~~ 95% REL. CQAhPAC~"iOiV FOR CU4E3 €3 GIiT f~F2 I~FTAEL S~'E G~~~1~'Y ~~ f~lJTT~ >TD. S-?_ F4R CRiV~~UAY OETAII. s~~ cauraT~r oF a~~--~~ ~~i3. S~~ I'-~' Fx~CE ~F cu~:~ .,: cc.' -f~. :'~:~: ;~ : Q': Q ~•• .~f: ,n, ^A.~•~..~:..~i . '"`'~: `S' __ _-^~"~-•-° _T.- ~~~ SA.4~17 GU[NiC3E~! rC) fS: C0~l1F.'I~TE€3 ~0 30% F~Ff_~~i ,vE CJR:~~'G1~TIOR1 ~~,.'' = 95% R~L. Ct~'"~sS~AC <€Ci~J ~o~ cu~r~ e~ ~uTre~ n~.~;ri~. s~~ ~a~.~r~-~°.; f^ ~l!'~~`E ST~. 5-2 ~!'JiE: Exn:~rWion Jwin4~ SCJf~~ LER+~'S I~1~Ji~: ~1S40RCB Detrieen Scare h,'n? Tc~ L~eec~ 4`_p" Lires I`?o? fo Cxceci a~ ~~'?' Fcc~ ~nas± ~ Fr.^4 [3i ~'rr~rss~~erse Direc?ina~: t~ ` . ~~ F oF~ ` . ~r,n ~ r ~~4~'~ ° „~r~~ln F;'e ~+. C` ~e=~•:. •,~~\VF~ `Op~ ~ ~~i'~ri ``~`. ~t':•. ~~ ~ ~ V ~'~' ~' ~ ~' ~ ~\'6. ~~'r~ ~ p•~ K:r: - ~ . - - , ,. . ~ ~ ~. ~•,;,~ ~ - ~ :. ---- ~~- - _ ._._ _ , _ - _ _ '';f;~l :~~4 i . T G~C'=~ifC3[~i ('r'' Fl~'.C`f "1 .~_ ~ Ff;?~~.! .----.._-~--_- ~ " `~l._ _.~ - ~ E .._.....~.-- ~~ _; ~~~~r~.,oa ~:~'~~~~~fl~s j -~--~- ~.~ ~, ~ ~ c ~s-r~ ~ ~; ~~ ! :=?F•1 n -~r',.<-: ~ ~~ ~ i i J E ~ 134.1_ CUF~, G~3~ i FR E~ S1G~~'•!l.:..l{ SHl~~L FIA.Vr /1 i ~r ~~ : ~.....`»..~..._..............~~... ~ ~~ ~..1 ~'7 i,1 i~ ~? k? ~ Q~~'~I ~ E ~.I ! ~ ~,,..: ... ' ..- ~.......-,., .. _ . ,,.-:, _ ,,..~..,..:.:,.~.-,..P.~~y ._,,..a,... ~•5 ~t 0 '~!' 3 ~ ~ ~`~'~'t' ~ L ~; ~?~° ~ rL~~ ~ P-~ ~' r-' ~ ~~. ~' ~1 ~ ~~ ~ ty';'E ~~~s t ~ .~,~'~ k' C~~~` `1 r (~-' ~-' ~ r~ ~~~t ~ ~.9 ~ 4'ti. _.rt''", E?.r,lCa !t ~J`~'."~~ c~ . a u. ' ,. „ - ~..,,.m~.~.~ ,........~_~ u„ ~ 9 ~~ ~ ~ ~~~ ~ ~~~' V ~~~' ~ '~~'~~~ ~ ~s`-~~~~ ~~:?~ ~c ~ ~ ~ :~ ~ a , ~ . , ~ j l€~'i..~ ~C~~~~ ~'~~~~~~L`u ~"a ~'~~~~,v~~a~-~~r~ 'yF'lai~E P:'~i,!~ ...,~.,..~~...~.s ._- m..-~..a~..,._,~..~ Rc~r ~!z~p ti ~~ &~~ ~ i=ACE 4~ CUf•'3 ~ f ~~~~~~~9 ~~~ ~R,~ ~ ~~~~ ~'t ~ ~-~ ~ %;~ ~ ~ - ~.~~'~. ~T. _ k.ni~r C~i. ~'i. a.hf .°a~ u I.~IiC3 ~1~ ~.`y'~,~~.~:~~ ~~.~~;~ ~3 ~~~~~°~~~ ~ - ~.!r~. ~ ~-. _ i.~~ CL!_ FT. : .._. .._.. _.. _ _.._ . f ~ j-.~,......~ € `~ i i -^.-~----^--,^.^s"~ A i i ~ ~ ~ ~ , i ~ _~~,' ~~~~ ~~~~d 1/F~'i i lCAL G3lRO ~ Gi3 s TF.R i n BE U5~4 L1~' L1L~ CURB R{_' i U^nCJi. i/n,~ ~; Ff i`1.ri[nC! JOI~1T A3 E'OTt4 CC:pS C. R".13?~;PdT 0.^- GUR3 FETURN. , Ln ~` ~i ~~- ~~ 1e ~~s i~ , ~/~ ~. ~~ a'~ ~•u f ;~ .- G,~ ~• ~ I ~ ~,~ , . ~~~ ~-~ ~'~~~ ~~, ~-~. „ EI ~~ 'r t ~ { ~ ~~- ~ v``~ i ~/~ F"li~~ ~iC~'. JuI~', i S- ~ „~ `, '~ /~ f~~ ~ F~4!I~C. iil~~[~1J,"-,! C;h`.]~ ~ i --~-.. ~. ..~.--" ,~~. ~,0~ ~ ~ ~ , `~ „i f ~~ `.~ }°'-,~„`°~ f 5 G G~~ ~ n0 ~ ~ Er&° SCC ~F~~ Cfl~3~"~?~L ' S ~ ._.__~_,_~._..~~°~~~ ~ ~,`'1~ /~ C}~~`~ ~~GfAl7S-~~3A?4. _~~?"r~-;~,~~11.. 24~ i, ~!, d P •,~' ~~ •'4} r .">A~ ;II i ~ z ~~:''+~39~ C~.'3 ~'~ ~' ~i~r'~~~ C ~~dL ~ ~'~i~~',~ 'i ~~ f ~ ~.-......_-~---_._.•_ ~,,•''~`~ ~i ~;` 1 ~ ~~ ~'i~ ~ ~ ~S ~ ~ ~ . 8 ~~ ~'~ ~ I~, ~ `'~....e..._,e....._.......a...--,•.-'°°""a.-- ~e ~ ~ ~ ~ ~ 3~ ~_, ~ ~l ~ ~ d ~1 ~i'~_° l ~ E:', ~ ~ 1 i ~ I F,.; q c r., (~ ~r, ~ ~""l t~ 9 r+ 4; V ~ 9..~ F;' ..v n~ l~.G S 6 L U C~ ~'I ~ _ ,,,. ^- ~~^~ ~~-~r~ ~ a~ {' i"~ f'1 ~1 !~ (`"-.i -. ~~.... 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Jt. a I ~ ~ ~ Street C~ i I ~ I'- ~" ~ ~' GUTTER LIP ~ GU~TER L.IP 'J I ] c I ~ ~ ~ ~ u ~ ~ E ~ Varia~te ~ p I ! ~ ~'~ ~ Curb Face i ~ ~ Ver4ical ~'ype CU~b ~ ~ 1~ I ~ ~I I~~ ~ ~ _ { ~ ~ ~ ~' a 'frpnsition trom Vertica! ~ ~ ~j ~ ~ o""'3^ ~o Fol] Type Curb Face ~'`-p ` f }I ~ ~ ~ ~ t~ k. ~J ~ 4 Expansion Joinfs E 2, a,~ ~ z'-o"~. ; AE~ron , Apror~ Back of Curb ~VerticaE Cueb ~i Q Flow ~ ~~Cross ~_ Vertical Cur~~_ ~ ~ ~ ~~~ ! ~ ~ Gutfer ----~`.. ~~- ' - - - , 'dw --,~. c~. Flotv f~ 4 3 Expansior~ Jain4s ( See RFO3e) ALL APRONS SF€~1LL BE C~.~1SS "~" CQN~R~3F 6" 1~H1CE< T~F;OUG~~UT fVGT~~ Expa~sior~ Joints Shall be ~Eaced c~# Each ~e~d of Crc~~s G114~P,~'S cr~d n4 011id-S~an Pe~pen~ic~.~la.~ ~o tE~e ~or~c~i#udir~al A,,is, ar~d n~ Eoth enc~~ of L1~E Curh Re~ue~s. 2~~~,~ 5~- 0" ~ E x~. J ". ~lOTE~ Ver~ic~a! Face Type C~arb s~al! ~e t~sec~ an l~IE S~~eets ~,~ly Por#iofl a~ Y~J~icl~, ]nfersection t~ lntersec~io~,FEas A Grac~e n~ 3% o~ Grea4e~ ~nd a# AII Curh Ref~rr~s n7 Sf~ee" Ir~f~~sec~ions. 2`-6,~ ~ ~Y~„ ~ I ~ A ?~~ ~_€ ~ $[ ' . ' ' • ~d : : .. : • ~ : •_ . ~~ . _ ' , : ,' ~' : , : p • ~ ~ ¢ ,' : ~•, B P.C.C_ ~-.~2~~Batter . . ~ . 'p. - ~ . ?_°Ba4ter~ Class~{L1" ~ ~ , . ,a ~ .~ . ,d ' p ... ;4 ~'i~ ., . p ' , '. . ,'a,. • - ._ ` . . ' . {6 SEcs/Cu. Yd.) ~ ~ "p '4 i ~ ' • . ° ' - o ' " • 6 ` ~' . - . ~ ' v• • i '. . ~~ • , : ~ . J' ; ~ I • , . U . . . 6" C. R.B. ar ~qunl on Adohe SOEI • ~ • a' • :~ ~ " .-~, ' g,~ i . ^ v . ' ^ •' ~ , ' , • P . ~? - . ~ca ,.. ', c~ ' ' . U , ~ d '„ . - ,~ • n • p , ~ :~ ~ JJ~ _ I~ I~/ I i~,~ i~/,~ Ei~~ r~~~ ~i/ fii~ ~ii'= sf/ i. ~, ..~.r.~ + //I~ =// =//~/ ~ ~ '/_.i~.~i~f ' i ~°~~~~~~~ ~~~~~~~~~~i°~~~ i 5ce!e: I`~= ]' i _ -- - ---~ _~-w~ .._._-~~_ . I ~ ~~~q~ ~ e ~'~" ~'•~.r~~'~ ~~.~e~~~u~~'i~~~ V~ ~6° ~~~~~~~.,~~'~ ~,~'~~~'£~a~ ~; ~~~~>~d-'S~~:~'~i~v~~ F~~a~~'~.3c~ ~~~~i ~ [~ 5 ~ ' ~~fr,':~V~b-`s~si.~~ - --~--__.._._~~'== ~__'; ~ ~-i~-~~ E u;~~~~~ e~~~5 - ~~~~~~~ . [~~. ~ _°~' ~1 .I .~.--~~__ .-~~~. ~ ~~~~??ea( 1~~e~s~cY3c+€~ C~Pan I sCAL_E: r5 Stao1Flt~ ~I [ E ca ~ ~ U [~.. ~. 5.5~ f2AAAP 5/8~~R. ~IP 5~ 24" 6~~ I7_ % 5LQPE ..~+IAX, _ ~ ~ I I CURB ~ 1/4~~/FT. SLOPE _i~ HElGHT ~I ..~~ :,~~. :• - :~ -,~. :._.-,~~- _~~y;~='~~~•K':~ ";r . < : : . . . : . ~ . ~ ._~. =~ w :~.::.~~.: ~~~.:.~~T.~-=---~~ ~ _ - ~ -::.r~.:.,. ; ';°-~~ , _~__.:~_.-:--~-i- ~~ ~~ .~ _ ,. -' : . _,,; ..,. - ~?~; _. ; .`-• •-.~•, ;i : ~ ~~" ~~~ip CU5l~lJI3 ~.--r-~..:-..._.:...;..-. . , . . : .~,-1F=,1..,+ i~ L,rg~ I£R EI~ o-6~'I4 /~ 6~~~~~ .~fvRAC:?P~-~P,RD GU~'T£R ~~~~~iLr ~~C~ i Mrn ~. ~ ~.~ ~~ ~ `i`~ ~" ~' ~ ~ ~ ~ ~ ~ ~ 1~~~~~f'~=~~~ ~ ~,~;. ~ ~' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~': ~.~ ~ `~"`~P~° ~ ~'~~~~u~~t~~~ ~ -- ~.~ ~-~- ~'e~ ,~ -~-- ~~~i~_I~. - ._.~..... --T- ~~,~~~[~~~-.;~"i ~---- _ .. ~~ ~~~ ~~~~~~~ ~ ~~ ~~ ~ ~ m ~ t SCALE Ri~Pl~ A+iARCH ~a, 1976 5/8" ~. ~ [ c~ a~ ~ ~ U k 0 w c~ a 2 4' ~" 6~` CIJP.S ~ HEIGN~ ~ ~4: .:e: ~ ~ ~I•.~i~;•p' ~:~J;•~.+•A., a.5~ RAMP 12 % SLQPE MAX. I/~~~~FT SLfl?E ~~ +.. '~ ~.re~1.~. w ~ 2" SAN€] CUSHION ~~~~~~~ ti~ia~di~tt ~ C~ ~J f ~ `1''~ ~ ~ ~3 k.1 T~' ~' F ~ ~ ~~ 6?~ ~ (~ ~ ~ ~°.' ~. ~. P~°~]~~ ~ k~6~t~ ~~~~~ °~Y~~ ~ D~P'~i~~'~~E~~ ~~ P~~~~,~~ ~ 1~~~~~ ~~'~1~~f~F~[~ ~~t~. S-~ SCAL.E = .114onfE ~mA~tCH I I, t976 .,_ ~ „nn.. r, ~.,~~ ~--b--- ~F~:~'8~~~9 f~ -~ ~~rc r~~~~a~~n~~_ v~~i~aL,~ ~i~.~~r~s~o~~s ~ ~!nnA~r~~ ~ ~~r~~a z ~ ~ si_o~~ = i : 3 s~c~~F = ~ €.~ : i ~ ~~?~ - ~ : ; ~ _v....... F i ~c.7iE^~_. ~ .._._ ~ ~~ i~ ~i ~ ~~ye~ ~ ~~ ii ~ ~` ~ ~~ tt ~' li ~~ t~ ~' ~~~~i~ ~ ~ ~ ~ ~ ...~ . ~ ~.~..J ~ n ~ ?,_n„ r ~ ~ 2°_s"~o ~ ~"-~ •. - ~ " s r~ ~ ?'-~"~~ ~t~~2'-s"? .....r.... ~ ~ ..~ ~a A ~ - - .. ,,, ~ !?co-~~~_~~~7~ ~ -- _µ _ , _'~i ~.~ ` ^S .~...`." ._.,.......-~ n>>_ ~ = - ~ , 1: '~ __~ .~~ J.-^..~..~- ~ " - ~) _ f [s - - , , r ~ n ~~ ~ ry ^ n ~ r ~ n .." . ~~__-'.~ 5 << ~ ~ ~1~~ ~ -~~ ~...~Y ~--~`--.++.....,~~-.~-tt~~~ ~ r --- 10~~ ~ - -- ~,~^ ~~~ ~ E t ~: ` _~. 4 ' ~~^~,~, ~ : ~ << d ~ ~fY r', ~ . , ~~ ) -C) a , ~r ~ ~. _"'.'! ~ _._ ~ ~ » ~ -~ ~ ~i._..... 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C~r SCL1~ F : I~QP:~ z i ~ I } > t ie Cf Z ~E.!~~2t R4~~ ,~~Ou41ef R1ST ~tlet I~ST I ~}" {1ql~tRlEt[1'1 inEe4 ~p~~['y~1~,~~ ~.,~~ f~~.~[~~~.~3 Z' ~:°~~ ~`~~*~~af,~s~~ I~ ~~~&~~~~ ~~~~~~~~ I~0'f C ~ (E) Eech hyd~an4 m~si be gc!ted betwee~ hydrar~t and stree4 m~in. „ (2? Each hk~~rant shalt be ~rlc~ced in suci~ a manner th~t the 4- autlet or +rlharf ha~c~rant Otit1CS' ffSr,eS th~; ~Sr9e4. (3) For easy access 4o fire enqinas, hydrant shall 3~o plaeec! wi~hin 3G" rricsstimum fram ce~rb or shotEEder nf ror.d~ray. {~3 ln area ~f profonged freez'sng temperat~res, horre! mus4 be a~ dry 4y~c or ~rotec?ed frem `rcezing. {5) iio~e threacis on outlc45 to be ~lctiona! S4a€:dard c~imensions. 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' !/.. ~~ ~'~~-~ i~ ~~~" ~'v~T^~~ ` • ~~ { ` ~ ~ ~ ! ~x~lr~~.' fJft°~1 fr'~r'Y;~/Y~7` I . ~ I t ':~ ,~ P ~ ~ ~ ~ ~'or~,~Gl?F7°~ ~4c~ -~'. ";' ' ~' ~ t ~~ ~ ~~ ~ ~, ~- ~` ~~: I ~ ' ~ E ~ o ~ ~'t'~~r~'~ c`'~J~,, ~-' ~~'r,~~~ ~~__._.._:_~~ E c.~ ~ - ~ .~._..._.r.__~__._~,~..,...,.._......~:~.:..~..~,.~....~...~.~...~..~..........._. . ~ ~ i ~ ~ ~~~ ~Y ~... .....~ ~ - ~' ~ ~tU~ E~I~~~~ . . - ----~=._..__.. ~ ~~~~~9~°~' ~3[= ~~.,4 ~ ~°~ @~~~~_ ~ ~ I~~~~~" C'r~' ~~~~~~~ ~;"c1~~Ca~ ~ ~., ~ , ~. _ . ~~ ~ ~~h~~~ ~'~~~'~ ~~ S~'~~~~6~~ ~~e .. - ~~m~~ ~ ' '~riTL~ ~~~!'-~~~ P~~~' D~`~A~~~ sc~~~: n~e~~ ~ a APP~NDIK IV DRA.INAG~ Ci~ARTS D-~1 Rai.nfaJ.~ Yntens~.ty V.S. Durat~an-Desi.~~. Chart, Orovill.e Area T?-2 Ra~.n~a7.1 Inten.sity V.S. Durati.an-Desa.~n Cha~t, Paras~ise ~.xea D-3 Ra~nfall Intens~ty V.S. Duration-~esign Chart, Cl~aca Area D-4 P~i~imum CuZvert S'±zes For Given „Q" 1]--5 V~I.ues For ~stimating Coeffz~e~.~.t of Run.otf "C°' D°G Heac~~,ratex' Depth C~~cu~.ax Pipe D-7 Head~aater ~epth Pipe-Arch D-8 Maxzmum ~Fe~oci.tie:s For Channel. Lin~.ng DT9 Stone Si.ze ~or 12ip--Rap D~10 ~ul~rert Cover D-11 Drainage Calcu~ation Form 2 O.O i ~ I5.0 i 10.~ I 8.0 6.0 a.o 2.ff ~ ~ ~ 0 x ~ I.O a ~ 0.8 i ~ V ~ 0.6 } F 0.4 ~ N i ~ W k f ~ J J d 1 L_ 2 ~ `2 d C I ' 0.~ II1 I .O8 ~I ~ -Q6 ~~ ~ .O ~} i ~ ~ i~ (j I ~ Q210 I.ri 2~ ~O 40 50 60 2 3 ~, .~i 6 ES EO 12 !3 2~} I t'IhUTES kC?liCS ~I QURAFEQPd ' ~~. ~~ , j i ' ~~~~J~ ~.~ ~'~° ~~~°~' (, ~ ~?~~~~~°~';~~~? ti ~~' ~~r~~~~~ ~'~'~~y~ ~ ~ _ ~= ----- _. ---- ~~:~~"W~'~~„~ EE~~'~~~~g°~'~ ~! ~. ~~~~~~~'~ ~'i~o ~°~~~~ rr~~.~ ~~~?~~'~~E~°~ Q~~@~~~ ~~~~T ' ~~~~C~„~~~ ~~f~~ scn~.~ : ~oN~ ~ - i . _ L ~Oo r `. ~ F 2~ ~.~ R ~ -~ i~ YF~ R ! ~O r~ ~ r 4~ ~ - ~ s ~'~ -~ ~~ ,3 q/~ z r~'?,~ r . ~~'~ . . ~ ~ ~~ I ~ ~~ ~~~i ' ~. ~~ I `~i ~` `~ ~ ~ ~}53~ 1~~~ !\~ ~ ~ ~ ~ _~ i ~ -~ i ~ , -j i 20.R 0 I5. II 0 0 i ~ 1 . j' I Q.O 6.0 ~ 5 .0 ~ 2 D ~ ~ . o x ~ ' ~~ 50 ~ FqR 2~ Y `~QR ~ F`~R I w i.o o y FA - ~ y g Y ~ ~, a.a ~ . ~ ; ~ ~R - U ~ ? 2 ~ ~~ ~ D.6 ~ ~ ~ AR } ~ ~ I ~ O. d w r~ ~ ~ ~ 1 rF~~ ~ _ J J L I ~ ~ ? ~.2 e ~ O.I I .OB .ac~ ~ ~ a~ i 1 . . ~ 2 I , , I . f0 E,~'i 20 30 40 ~~ EO 2 3 ~1 5 6 t3 10 l2 f~ 2A ~ P.':lPJU7[fi kOiJF.,^~ pURAT10T! ' ~~`~~~'~ ~~ ~ ~'~ B~~~J ~ ~~~~~a~~~~'~~I ~nm ~='q A~~~~ ~r"~~~~a~ ! --~.._ ~ ~-~------ ~ ~ - _ _ ,~ ~ ~ i~L-SEiG~~L-~`S!!.sil.. ~E~V~~GVo~J 9 ~ U. ~. ~ f ~ ~E~6 ~~ -~ ~'~° _ _ p~~i-~II V l3'0"~u ~S ~ ~`L,~'. ~ ~L.~ TEr~.~ f~ ~5 ~ ~ ~~1~ E~~ ~~'1~~~~~~ ~ ~~~t~ SCALE ; I~O~f~ ,i 20.0 15.0 10.0 S.O 6.0 4.0 2.0 ~ ~ 0 ~ t.q eu a N 0'9 W z" 0.6 ~ } ~ a.G ~ z ~ ~ a J J a i~ ? 0.2 e c 0.1 oe ,O G 09 ~02[0 i5 20 ~0 4'3 50 60 2 3 4 Ei 6 C EO !2 !3 f:11[Sl~TES ~a~~~ pURAT14P! ~Q~.~~~~"~° (~~'° ~~,~~"~'~ ~~~'',~~~'~'~,!~~C'~`!~ ~'~ ~~R~'~ ~~ "~~~~~ ~~3~~~'~~~ ~c3~~ Q~o ~~ j ~~"~~9~'~~~ ~~. ~-~ ~r~'~E ~~"~~'~~°~~~9~~`~~C(a~~ ~@~~F~u ~~~ ~- ~.~_.~_~ -.-.~ ~ ~~~~~ ~,~~~ sc~~~ : raot~ 2.'1 i ~ I ~ ~~4 Sp r~',q,Q Y ~S YFQR e`~ _ ~ `~ iS 9 r _ ~a ~ ~e ~ +Sn I ~ S ~CCQ~ 2 ~ ~ I ~ I ' .......,.~ - rF4 ~ ! ~ ~r tcqR ~ I ~ I I ~ ~ i , ~ I ~ i ~ I ~ _ I j ; : I ~ ~ -~ CULV~RTS [VI lN EIVc~~41 P I!'r S CZES FOR G 1V~P+1 ~~Q" ~'i~e Flovaing fui ! - No Need ~ PIF'~ PIF'E-ARCH MlfVlllhUi~1(C~[T1C~L) SL(~P~~ SIZF_ ARFA E'C~111V. ~rC,~'~ E~l=,Q2~ ~1=.015 lf~. S~. FT. 1~3. C. ~. S. PE~C~'~T PERGrP~1T ic 4.7E~ 2,6 ! .6 a.8 15 1.Z fE3xll~ ~.6 i.8 0.9 ~~ !. 767 2 I"x I 5" 7. I 1. 6 cJ .~3 ~I ~.4 ~~€"xlc~~~ !1. 1.~ 0.9 2~ ~. ~4~ ~II~~X2E~" I~J, I.4 O.7 30 ~?.a~3 ~~a~x~~'r" 2S. l.~ 0.8 ~~ 7.065 ~2'~x29~~ ~t~. 1.2 (~.~ 42 9.62 ~'r~~~~3~" 59. ! .2 ~.C 4~3 i 2. 57 ~7"x 3~~~ 8~. I.~ 0.7 5µ 1~.~0 G4'~r,~3'~ 11~. !.b ~?.5 ~~ [9.Ca 71~~x47" . 150. i.2 0,~ 6G 23.76 7~~"x 52" f90. f.2 0.6 "T2 ~8.27 E~3'~x5?" ~.~05 ! .C~ d.5 7~ ~g:~. I B r,- ~',~XJ,_ 5~~ 28~. 1. ~ 0.5 $~ ~n.~ 8 [?`- 2~~X ~,_ ~~~ 3~0, 1.0 C# .~ ~0 ~>~.7~ 10:_8"x6'-~l1~~ aJ~. I.0 0.5 96 G~.~~ ~0~, ~~ E~~'~W ~~~ ~.70. 1.0 0.5 io~ ~~.~~ i ~'-:~~"xi' ~" e~.:;~~. ~ .a ~ o. ~ ~~o ~~.~^ ~~`_~`xx'-~,~9 ~Ro. a.~ _ c~.~~ t7~~~~~~~'v~-~~ I~.sii;i:.t ~3~~~~'i1Qr{ _~ Tc?~~o ceT~•~F'4;~e ~3C °~~;~f€: ; 3~-f~F'e~~e ~'~3 ~.~., ..~..~.~...u__~.....~,,.V.~._.~r C~~~~ ~ 1~' ~~' ~~..~ 6 ~'~ _.___~.__ t~~ € ~9 ! ~.~ ~3 ~.3 ~ ~ ~~~ e: ~ ~ ~ ! ~ ~ 5 ~E~'L.E ~'~$~ ~~~~~'~ c~~ia ~~~~?€~~~~~:~'~' ~~' ~'~~~~~ 1~`;~~~~~ ~~'1~~~~~~ .~90.~ --- -~ ~-~d 7ASL~ CC1R E~TIt,i/~Yl~vv ~~~,~~ 11~ ~~~i ;~;f•'r~=1.. ~~ Jri~~I~.~L-~ ~,~rw~~~,~~r~~~~ ~~cas c:o~n~-~~or~ ~~:-~~~n~y - ~~e~ - ~or~~r~~T~~ ~ ~o~ _...~.r., S!~ e ~ , .~`~i-.~t3 .~~ -.~5 .!'S;-.lQ .ia -.a5 . ~lbc~~e: ~~~°/A ~0%-l~blo I:C~%= 5~`~/0 5~1o-~CD . Suri`ace .~t~ = ,€~ .E5 ~ ,ES~ .d~ ~.~~ .0~ p~rm~~ Bar~ rock irr~er~viQ~t~~ De~:~ E.~:c~ ic~~~s i~~ep sc~t~~, a~a:lifiy or v~r.y r.~~~~s shal- lc~a~~ sor€dy vcte~~~~: c:~~r , f-.h ~ ra sca ~ 1 ~~:E~ ~.o ~ ? s ~ nc~~ . Ve~et~- .~~ ~.l5 ..l~ -.f7~' .Qi~.~~ .03 ~ 4.ja~n t~~r~e o~r Less then ~bout ~q% 3b°!~ cc:xe~s~ ~ 11eFy spars~ 24% ~cov~~ed cOd~red' w i 4:h ~i t.i~ ~~a~~ wiPfi~ s~sb- he~avy c~r~c~a~~f~ grc~v~~h, deep stan~fi.ia l hur~as 1oy~p~ q ro~rf t~ Sur~ace .2~ - .i 5 . I ~ -- .07 .C}7 ~ ,G=: .0~ Smoafh s~iE, . Roughen.e:ci Drain,ag~ fEnw ~r~i~;a~e #law S~ick ~oc[c, soek a~~ fr~t€:r~r~~$~d, arres4.ed, large ~r~~~~+(~~. ~~~i~$ ~Gi~~ ~~~75r`u' ~ ~Q1~~$p ~Q~l#$t ~lc~~ c:t?nb Lc~kes, r~~~sFaes ~ac~sh~s 4 ir~u~us ~ ~ lN3PROVE~ AR~AS ' Sur~ace ~ C Pocfi S~trfiaces w •a~ A.C. or P.C.(;.~ Pa~emec~#, pa?ios, ~riveways, ~ stree~7s, S E(~~WdCi~~iS _ .90 Ln~cisce~?~i~ arec~s .~ ~ ~ra~EC ~~c~~h s, fcndE~acsy$ . .3C3 EXAft9~~.F: l.~rop~a~~ov~d EXAMPLE= lmproved 20 % S1oge .22 100 acre trac~ ~!reli croine?~ sotl .C~S ' ~ Faic co~er .0~' 15 acre s roof @ .~5 No roncfs •08 5~ acre s A.C. Pa~e ~ .90 35 c~r,re s E.c~ndsr.aped C~ .2~~ C .42 C=(15 #.95}+(50 x.90)+~~~ x.2~) = 0.6~ C~ C9.~~ EG~a acres ~~~~~,~~'f ~ ~~ ~~~'~°~ ~~~'~~ G ~:'~F~~' ~~ [~~~~1~ ~'~9~~~~~ ~~~~~~ ~~~ r=ars ~~b €~~~€c~~ ,~ ~4 ~~~~4~~~~ ~~e D~~ ~~~~.~ ~~~~°~-c~~~~s~ ~!~ ~:~~~~c~ c le34 ._.. ~0,04:1 ~XAM P ~ ~ /G A ~ B, dp 0 ~~,~ ja ~iV. ~.~ O FJ ".~ ~5=~ ~,~no !_ Q= Ca Co G. F. S. ~'~ 6 - !d? !-s.~no ~ j ° N~N r Fr~T' ~ C2) 4 ~000 . 6. a. ~ 1. I.8 S.~J r3z ~ -3qoo s b ~ ~ 2. 2.r la.a ~. 12D ~} _d QOO ' 3. 2.2 G.! i ~. t~ 5 te13 ~ ~D~in FG~7' ~ 3. 4 S6 `+ ~ - /.()0~ 3. ~ ~+ ,. $Ud ' j n . ~ ~ Y p~ ICl ~ (r.AO 2. i -c~ !.~ y - SnJ • F ~'~' ~ ~, ....... U --7~ ~ ~~ r ~4d4 ~_;.._. 1 } ~ ~ ~ ~o -~ ~ ~ .. c ~ r.s -, ~., - ~ ~ -~ ~~ ~ , ~, ~p ~~. ~,~ ~kf,.••'~ \'.. }- ~~ ~ A~•'~ ~; v ~ h a~ X~ x G. 1~ ~ y ~ ~ao a~ ~ ~1 y'~! ~ ~ go. ~ Q Q ~ ~ ~ 6p . ~ /.D ~~-az 54 .~-.~~, ~.n~T?ANC~ ~ ~ k~ ~,p f.~ S~'~l~" TYP~ ~~,', 'v ~ ~ ~' - 30 ~~) ~/~~f~a~n+ncx ~ -- •4 rLi~3G ~ ~ ~ ~Z~ /7i]1TEK'~17 rA ~, ~ ~"'g3 ~20 Cnn~Fa ;~n4 rn ScapF 1~,, .B . ~ L3} F'F7dJ~ GT/NG $ ~ 30 t1 ~ T~o us~ 5cr~~F ~Z) aR t3) ~' 27 1Q IpRaJ~,t7' Tn SG.y4~ (~.) TIdF.N ~+ .7 L,E~"~' SY,4Alcr~r /~~!:G!n~~'(] LJni~ ~ JflF,'~~uGH L3 ~vp C~ ~cI•iLES a'R 2c ~P~vt~s~ .~s r~c usrf~.~ ; Gr~ . s I - ~ ~ z1 ~ .~ I I 3 I- f8 i ~Z ~ ~ • .z ~ ~5 ~..1.~D _ ~ ,~ ......._~ . ~ z• z ..~s ~~.~ _ r.n ~ 1• p -.q .$ _.8 .~ -.7 .7 -.6 .~ T ..S I~.S ~ ~~~ ~~~°~~~ ~~' ~~J~° ~ ~ ~~~~~~°~~~9`~ 0~ ~~~L~~ ~~~i~~~ ~ g~~1~?lAJ~~~~ ~F~ y ~-~ ~~~~~~a~~ ~ ~. D°~ ! ~A s ~~ ~E~~~P~~?~3 ~IP~ -- - ~....r - - . ~ Ci , ~~ ~0. ~ ~ ~~ U ~` C~ ~ ~~ ~ s,c~~o (r) ~~'-~'Y~a-~" na~~~ ~ ~z~ ~5'~$ x 9 *3~~ - 'J.~P ~~i~~~~ ~ 3 ~. 4 C3 ) o ~ Sr~F_ 3$~xzaJ~~ ¢ 2.oUO CJ=2Q cFs ~ 3 ._~2=~a'~cC3'=~" ~- - ~ y ~ HrN'~ Nw 3 ~ ^ _ C? (fecl) 3 . .~ y ~- rr _s.,x 7•_3.. ~ rry r.~p 2.a ;v~ 1000 ~ ~'s ~" (2? l.l ~ Z.3 ~ : ~ ~o`~ .. ~i~ -e•_~„~ ~._5„ ~ 6G~ f~) r.a~ Z.N - z z C ,~`' ~3r~ tr0 /rr f'ee~ ,,,~ V ~Y J ~s ~._2~ u ~._o.. ~~ ~ --LS '•x ~ _ `s' - ~ l°. ~ _- .~?~ ~ r.s c5 ~ ~? 7=4" x 5"-I•. `. r.~ ~1 , : 4 -- 2p,g ~ ~C - ~~A - L~ 6,_r„ x ~ -7~ ~ - ~ ..... .~... . .. ....~. V •~ k ~ ~ ~ o ,.o ~,~ 7~"x 47'. ^ rDV Q ~ n EL `F t30 ~1,4!•' ~F .`I .~ U G4"x ~3" ~ ~ ~1-P~'• ' • ~ _ ~ •" ~ _4 h ~ h g7e~3a'• ~ j Qo o -$ .8 Co ~ ~ ~ ' ci ~*. . B CJ k) I- 30 ~ ~ ~r~"# w~" n ~L ,.•' ~ •y .7 U7 ! ~ ~; .tt ^ 2~J .7 ~ LrJVTX~NC~ ~ x HfN ~CRLE TY~~ a ~ ~~~~z~" ~ ~ Q ~ (r~ f:~E~101NAGL ~ -~' .5 ' ~ ~o [Z) Mr raR~ a Tp ~',v.vroaM • ~ s ro s«P.~ ~ ~.~s" x z~" ~ (~ ~3J I°!lOJE'GT/NG 5 ~ Td /dSE Sd.'At~ ~~~ pR f3~ PF?pJE,Gr •S ,5 ---~.~' F(bR77.OX:.QLl'l ~n 5~L~ tr3 ~N~N 7.F3~~ ~!J" USE STR/,SIGN~ IN~'.l.INF.,IJ .L~NE 3 ~',~n,~r~rx !),~ C~ ~r.~sr.r:s ~2 ~'EV~~zs.~ As lytu,sT.k~sr~~ 2rY' x ~G'~ ~ x . - ~ • .9 ~ . 4 71" x1~ ~.~, .8 . - 4 L -..:,.s .~ ~.s - 18"~~I" .5 . 3.s ~ ~~a~E~v~a e9 ~~° ~~~~~~ ~~~'e=~a~u~~~~~~ ~~'~° ~~Q~a~~ ~,~~'~~~~.s r~ ' ~@~'~~ ~';~~~~~'~~~~"~~ ~~~~~s ~ i~~~~s~~ ~~s ~~ ~ ~ ~~~~ ° ~~V~~ l~~LC~~/Tf~ /1!~ ~~'~'e~ I~L',p ~°~~'41N~7 /~~I TE~'/lJ L~,~ ~'H.~ N~l~~. ~Ep Sr,~~g~c.~vy 4irc,~,~ O~~.o DrT~~ Ca6LdM~t~'SE,a Gsrtir~vrrL 1.00 -- /.50 /.5~1- ?.. ~ cCc.sa ~~4~ ~ caan~r' Ora S.e~,~rv v Cc,~ s~ ~/. St~ - Z UO 2.2.5 -3. StJ CatcoiQ.ac tcRr O.z ~ON- CQL~LO/OAL ~F7RY~~~S` GOAM POO -..~.CJO .3.CJi0- S-4O So[n~~~ f~urT~'rx , 3.Gb - ~.~U ~'OE7F}F'~,,~t~ GuT7~FtS No~' 6~zouat~O, ~<7 Clir!.r~rr.~~G?r~s F'~~.~niG ' S. 04 - 7. SSO ar'T67NE N!-~~r~~~ ~~~~dU ~~~, R~,~ -~AA~ 7. sca - r~ c~c~ .~'OCaa~ ~?o~~,r- ~'o~-r~~~rE- ~'ivnr~rE' /5.~- 2~.C3~ fl~C~Tc~'.•~ (I~.This Chort Con~ains The Maximum Velocities.A/lowa6le For _ i/arioc~s ]°ypes Of Lining Material. ~ (2J /n na cnse shall unlinPd chann~ls he allowed w~here ~he slope exceeds 7°! nF rIf)P.PC u~lacifies ore ~xc~ssi~~e. (3J ~Jny channel r~gr~iring. lining i~ lin. nec~ fn i~ lc,ne~ron ~:~ith anns'h~r r,c~EUrc! cha~r~e!. i1s upper reach~s shall 6e pAVerl channel, a ~nipe o~ 1 4 ri `,~ t ~ ; :f ~ . ; 57 ~ 1 V1 .. 1 ~ ~ e '1 :i i rm.~.a d.~o.w...w - -_ ~ . . ' ~~ C~~~1~~' Q~ Ll.~~'T~ DE~~~~"~,~~~! ~~€~ F~IJ~L.6~ ~1(~~1~~ ~ '' ~~-, ~~ C~~''~~'~~~~P~~ ~'~~m~~@°@"i~~ ~~~ ~ ~~1~6~~~F~~ ~! 0. ~~~'~C~'~~F~~ ~~~!!~~ ~-~ :~ ..~,~~:,:~ ~.~:~~.~~~:; :; 2!0 L~ zz 2A 4 ~~ U 4j l,~ ~ !Iv ~ ~ f` Id v ~ ti t~ -~r ~' v ~ l0 ll , O _.. ~ ~ ~ s 4 ~ n ~ ~ 2 ~ ~~ ~~19Bi/F~~FFlT aI~'/dEld1!'~PL. c~!l~M~lr,~ ~C~ SeTCAIs' /N F~(,'7 l~e~F; ~n~s Rc~or4 l. Is Far S4c+re ~Jeie~hing IG5 Lb~: Per Cu. Ft. 2.Si:or~s ~he ~ize Q~` ~fon~ ~'hr~8 4~1i11 ResiS~ DEGnlaCer.iess4 For Vaeieus VetcaceSie~ ~ ~ide SEe~~~, 3.Is Ac~~~Sed Fram The Ze~or~ G* ~he SubCOmmi~te On S!o~e C',Gtec4ion, Ai±~. Soc. C;~+i? Enc~irc~ers A~oc. ,~«~ ic~;.a ~~~:~I~~TV~r ~C~ ~~°6~~'~ ~~~~~~n~~~a~~ ~~' ~'~~~~,~~ ~J~~E~~ ~g~~,E S°i'~~1~ ~B~E F(~~ ~~~-~~AP ~~'~~9~~~~ R~~o ~°°~ s; r (f!p BO?~TO M ~. / (. J z:~ ,Y2 : ! ~: T I}"F J~~-_- r ~l i ~`' ~ ----r-- '~ ~ i ~ : i i ~ ~ f ; i ~ro~v~ W~i~~rf 1N Pauk~s xn 60 6on ,v,a, .sq~ soo~o 5~0 iJa ~ ~pf+ ~ ~i:. ~ ~ ~ ~ ~ ~ ~p ~e ~ ~ ~ ~t~ ~ ~ Y a w ~ ~ ~ ~ ~ ~ . JQ ~ R ~ t ~ R ~ ~ a ~ 3 ~ ~ ~ ~ ? • ~1 ~ ~ ~ f ~,__.~_.__._~ ` ~ ~ ~ ~ ~ ~~ ~ ~ : i ._s ~ . _-` ~ ~ ~ ' f ~ I ~ 9 i i ~ ~ rI~ Fn ~ Y ~ ~ ~ ` h ~~ ~ ' ~ ~ e y ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ; ~a ~° a ~ o ~ U ~ ! ~ r ~ ~ ~ ~ I ._...__,., ~ ~ ' I ' _ J~, U 1~ ~ e ~ ~ ~ ~ ~ ~ ~ ~ ~ k ~ C ~ ~ ~ 1 ~ _ _ _,~ ~~ ~ .~, ~ ~ ~ E ~ i ~ 1 ~' ~ ~O Q I I- ~ i.."~,.~ f7 ~CJ U] f"' ~ ~ LL « ~ ~ ~= 4 1 ` t ` k e{ !.~.,.~ i .._ ~._....~~ ~ i ~ ~ ~y ~ ~ ~ ~ ~ ~ . ~ ~. ~ J ~! ~ ~T ~ ~ .w -- ~~ R ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ k ; ~ ^ i ~ g ~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~~ ' + ~ i 9 ~ lL ~ LL ~1 U~~ G T~~' i I ~ ~ ~ ~ ~ ~ ~ ~~~ I ~ ~ ~ ~ f ~ ~ ~ ~ I ! . •. __ ~ .~ ~ ~ ' ~ '~ ~ ~ ~ ~.3 ~_ 1 ~ i ( ~p , 1 ~ Q ~~~~ l ~ g ~ f ca ~ ~ j ~ ~ ~~ ~ [ f` k ~ ~ ~ ~ ~ ~ ~ ~ ~ 3 ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~..,----. ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ .j~ I, ~ ~~,.,~.~...~..r~ i ~ i ~ ~ ~..~J L ~f l ~ d ~ F! y p ~ ~~ ~~ H ~ ~ '~ i - - ~ry, .....~._~ ~F ~t~ ~ ~ ~ - ~~ ~ ~ ~y ~.~..,.. • ~ ~ ~ ~ ~-.~ ~ ! __~~ ,~.,...~~~ ~ k _~ p 'g g F 0. ~ ~ ' ~ i ~ (•~ C ~ti ~ ~ ~ i ` ~. ___.~_ ~ ~ , ._-.-~ ~ '~ . ~ ~ .~ ~ ~ p °--- !- ~ ~ ~ . ~ ~. ,,,~ ~ E ~ I ,; ~~ ~ ~ ~ ~4 ~~ '.~!',~.s-r~cr~ ~ ~ ~~~~~ ~~ ~E ~e~~~~r ~ ~ ~ ~ FC 1 + ~ E ~ ~ ~~ ~ 'J. ~%~~i~~S~~~A~s1~ ~~ ~~~~. i ~ }~c .- .-.-~-~-_~.._. _...--~.-~, .. _.y.,.--....,..,_..-a.,....--..~~ i ~' ~ ~ I ~ EEt~:EC3E~C~~ ~t`,&~~y~~~u @~~3 ~'~':F':! ' ~= =~ a ~i o - ---- - -•- _ ~~ ~ ) ~t ~~ ~ ~~ ~ l i ~ 1 ~ ~ , ~ ~°~ 9 ~ AI'PENDIX V S~bc~~rrisian ,Agreemenr & ~onds n-nA~r~nrv ~r SUBBIVISION AGREEMENT TH~S AGR~:F'i~i~`I~T, mad.e and entered into this dag of , 19 , b~ and bet~~e~n , herei.nafter ca~.ied "Su.bdi.vider", ~.n,d t~e Caunty of Butte, a political subdivision of the S~ate of Ca1i~'ornia, Fi~reinaf~er ca~.l,ed "Cou~ty'r. CM1I I T N~ S S E T H : The parti~s hereto agree tnat the Subdividcr shali comple~e the road and streeit impravements, tract draa.~age an.d aIl ath~r improvements required in ~he approved construction plans ~or ~he subdivision ' as p~r t~e ma~ ~ezng ~~.~.ed at this t~.me in the off~ce of th~ Cot~nty Recorder of t1~e Counry; a~.id Subdiv~d.ez fuzti~ex~ agrees that the constx~uct3.on of said improve- ments sha.11 be completed to the satfsfac~ion af ~he Dixector of PubJ.~.c Ttirorks wit~an one yeax frorr- t11e date herFOf, and shail hc constr~zcted in accordance cai~h ~he approved plans on file taith tlae Butte County Department of 1'ublic Worlcs anc~ th~ sg~cifa.cations for subdivision roads adopted by the County and ~he applicab~~ sec~.ions o~'th~ curr.ent edition o~ tile State of Cali~ornia Division. af Hi~htaays Standard Specification.s. T~e Subdivider shail cause th~ taork to be completed withou~ und~e de3.ay excepr for ii~clemen~ Y~reath.er or othe?- reason.able cause, Any deiay i.n the comple~ian af th~ «ork h~yond the period stated, unless an exterision th ereof S.s app~:oved b}~ the Board of Supervisors, shall. ~resu~t in ~orf~a.ture af ~he cash depaszt ~.ne~/o~: secuxity, or a portian thereof, ~ar the campJ.eti.on o~ the work. T~.~e Subdi.v3.der further agrees to maintain tl~.es~ subdivisicn roads far a per~od af one (1) year ~rom tihe da~e o~ acre~~ance of the war~.~. by ~he County Boar~. o~ Supervisors, T~ie Subdivic~er furthcr agre~s that h~ wi11 pay aIl th~: costs of i~pra~,re- ments whe~ due, includ.ing a~1 iabor a~d materials and the cos~ af re~.ocating .. X .. ex~sting utilitias when such re~ocation is necessary to perm~t the constzuctian o~ impro~ements requi~ed for the subdivision. 'I'he Subdividez further agrees to pay fo~ the sett~ng and es~ablxsh~ent of a~l survey monuments and points as shawn on th~ fil~d subdivision ~ap. 'Z'h~ Subdzvide~ £ux~h~r agrees that at the time of ~xecutzon o£ this agreement, he will depasit wx~h the County in the ~orm of a cash deposit or acceptabie surety bpnd or bonds ~o guarantee the perfo~mance o~ woxk, payznent ~or Ia~ox and materials, maint~~anc~ of the faciXities fox ~ one-pear per~ od, and p~.yment ~or surveying in t~!~ ~.moun*s 7.isted. belo~a: I. Per~ormance in amoun~ of 50% of cantract pric~ $T ~ 2. Labor and materi.al in amount o~' 50`/~ o~ co~trac~ pxiCe 3a Main~enancc bonc~ in amount of 25% of contract F3~"! CP_ 4. Surveying bond in amount equal to estimate o~ c L4 5~70 x~.L ~ 'I'he Coif~ty in conszderation of the terms above referred to, agxee to permit the Subdiv~.dex to ~~le and recard said sv.bdiv~sion map and recagniz.es the sub- dzvi.sioz~ ~.escrxbed ~herein ~.s a subdivision complyin,~ ~~7ith the ordinances and requ~rements o~ the Gountq o~ Butte and the ap~l~.cat~le l~.~rs of the State of Ca l.a.fo~z~a.a. IN ~~7I'T~~SS TJ~~k~EOF, the parties hereto have set their hands the day and yea?- first above writtens li~~~oz-~~: CQUrI'~Y ~~' PU~T~ L~partme~t o~ Puh7.ic Wor~cs ~.TT~S'~: C~ark A~ N~l_son County C?_e~:k and ex-o£fica.o C?.erlc a~' rhe ~oarc~ of S~.t~~rvisors Cl~a:irman of t~~ Board of S~rvisors Na~, e A~].G'~.resS Na~n~ ~ddress _?_ MAINTENANCE BOND (T~pical Wording) ~~ iCiC~~Cii i~ ~: ~' i~C'i: ~G~C i~: Ji ~n ~~C /~%'i~ ~C~i +~ %~ %~ •. KNOUT ALL MEN BY TI~ESE PRESENTS: That (Otar-er or Cont~ac~or and Address} as P~incipa~. and t~e (~nsurance Company) as a{Name of State) corpora~~on authoriz~d to exeeute boxzds in the State of Galifor*_~-ia, and dzzly auth.or.Xzed to transact a g~neral surety business in the Stiate of Ca~.i.~o~rn.ia, as ~urety, a.re h~~d and f~rm~y baur.d unto Couzzty•of Butte, State o~ Caiifoxnia, ~.n the sum of (25% o~ Contract Price) ~.ataful m~ney o~ the L~nited States, for the p~ynent of which, we11 and trul.q tn ~e made, ~cae bind ourselves, oun c~a.rs, execu~ors, adm~.nistrators, successors and assigns, jointJ.y and severally, ~zz~1y hy these pxesents. 'I'~iE CDNF?~~~O~I OF 'I'~IE AB4V~ OBLIGATION IS S~TCH TfiA'~: [,~iER~AS (The Pri.nc~pal) ~ias ancl WI~E1tEA5, the said (Princa.pal,) Xs requ~red to g~.ve a bond. in ~he amount of (25% Contxact Price) to protect the said~COUN~Y OF BUTTE aga:inst the resul~ o~ faul4y ma~erials o~ wor~Zmansha.p for a per iod af ON~ YEAR from and after the da~e c~f com~l.efion and accep~ance of sa3.d r~o~k; NOW, '~HERE~'OR~, if the sazd {Pr~.ncipal}~ sYza~l ~or a peri.~d of ON~ YE~P. fram and after th~ date o~ coinpLet~on and acceptance of said worlc, replace any and a1Z ~efects ax~sinL in said ~~ark wh~:t~er xesu~.~ing from defect~ve matexials or de~ective workman.ship, th~n the above obla.gation ta be void; otherw~se, to re- main in fu3.]. foree ancl ~~fec~, S~.grzed and sea~.ed ~his day of ,~-9 APPENDIX VI Constrtiction Standards ~or Commv.ni~y Wa~er Supply W~Ils APP~~DIX VI CQNSTRUCT~ON STANDARDS FQ~t C0~'9MUNi'I'Y G3ATF~R SU~'PLY WFT~LS I , I,oca~ion A. We11s s~.ail be I.acated an adequate distancc from any snurce of contami.n-- ation o?- pollutian. If possible wells sha11 be up ~he gra~n~ ~rater gxadient {upstream} from sources of polluticn or canta~nination. ~~ [~ze11s sha~.J. be located not clas~r th~n: ~, 5CJ f~et to any se<<re~ line e 2. 50 ~ee~ ~o a septic tank. 3. 100 feet to a sewage leac~ field. 4. 1S0 ~eet to a sewage seepags pit, W#iere advexse con~~tions e~ist, these dis~ances may ]~c increased and special protectiti~e well construcrion requircd. NOTE: See Section Z~I for rer~uirements ur~ere ~re11s are less than SO fc~t d~~p. C. Wh~re possi.b3.e, c~rells s~a~1 be iocated an. high ground so that the top of the casing wil.l ~ae above kno~m ~laoda.ng ~.eve~.s . I~, Sanitary Con.struction Requiremer.ts Aa M~na.n~um depth -- 50 ~eet. NO~F: See 5ection II7 ~ar excep~ions. ~. Casing and SPa~.zng 1, '~he annul.a~ space bet~aeen th~ ~~ell casing and the drilled hole caa11 shal~. be Pf~ec~ively s~aled to a depth of 50 feets ~f an impervious formation a.s encnun~erec3 i~etwe~n 50 ~ec~~ an.d 55 feet, t~e seal sha1Z be exte.n~ec3 in'to such s~.~a~irm. 2. ~n. unconsolidatad ar c~ring materia~ where the ca~1.e tvol meti~od is used, a conduct~r casin~ shall be insta~.led to the required sea~.ing -I- depth and the annular ring between th~ conducto~ casing ar.d inner casing shaXZ be s~aled. T~~~ere t~e rota~y method of d~~lling is used, the conductox casing may be ~e~t in place ox withdrawn. as ~he sealing ma~erial is placea. 3. Gravei Packed Wells. In wells cpnstructed without a conductar c~sing, ~he gravel pack shaX~ tex~tinate at the base of ~he sea~. Gravel fill pipes may be insra~led in the seal. In we1~s con~ strucred with a conductor c~si~g, allowing t~e gravei ~o extend to the top o~ the weXl, the annula~ space b~tween the canducto~ casing and the wa11 of the drilled liole sha11 be sealed to the required ~epth. 4. The minimum ~hickness o~ stee~ conductor casing shall be 1/~ ~nch fax szngle casing or No. 10 U.S. Standazd Gauge ~or daub~e casing. 5. '~.e m~nimum thickness o~ the required sea~ sha~~ be two ~nches and not Zess than three times the size of that largest co~rse aggregate used in tihe sealing mate~iax. 6. Sealing materia~ and plac~ment sea~ing mat~ria~ sha~l consist of the neat cement, cement grou~, puddled c~ay, or concret~. Com~osition of sea~ing matiexia~ shall con~orm to Departmen~ of Water Resources Bulle~in ~k74, Wat~r Well Standar~s, Sta~e of Ca~ifornia. 'I'h.e sealing material sha~l be appZied in one continuous ope~at~on from ~he bottam of the interva~ to b~ s~aled to the top. 7. We11 casing sha~l ~e o~ a diameter sufficient ~o provide for pro- dt~ction of require~ ~lows. In additio~, w~J_~ casing shall be o~ a gaug~ and mate~ial ~dequate to protec~ water quality and to with- s~and a1~ ~orces to w?Zich it is subjected during an~ ~f_ter in- stall~tion, 8. We1Z casi.ngs and casing joints sha~l be taaterti~~t to a depth of 50 fe~t, _2_ Ce CvTell Huad I. An adequate concre~e ped.estal of base shal~ be construc~e~. aro~ind ti~e tap o~ the w~11; the top of the pedestal sk~a11. be at Zeast six inches above ~he surround~.ng ~ound and slope away ~rom th.e well. 2. {}penin~s into the top of the we1~ casing sha11 be sealed wi.th a ~•ratex t~g~t se~.~ e 3. Q~enings fox access ~.nto the t,r~11 casin~ shaiZ be protected. with w43ter tight caps or plugs. Air rel,a.e~t openi.n.gs sha1l i~e ~i~~ec~ wi~h a screened do~~n. turned "U" bend, 4. Pumps sha~.~ discharge above graund.r,rhere posszble. Wh~re suissurface discharge is per~itted iay the Health Departrr~en~, ~here shal,~. be a water~~igfit seal between the pump discharge pipi:~g and we].1 casing. D. Other ~.. Grav~l far gravel pack Zae1ls sha11 ec~me fzam a c]_ean sourc~ and be t~.oroughJ.y taashed and chlorinated prior to pXacement in the ~•?~ 11. 2, Wells shall be properly disin~ectied befaxe p~.aci.n; in sErvice. 3. ~ sam~le tap s~a7.J. be i~s :~a~1ed on the pump d.ischarge. 4. W~I.Is and pum~s sha11 be place~. in a~.ncked en.c7.osure to pr~vent ta.m~e~^~ng by unauthoxi.zed persons. ~Tr. Shal.loTS~ We~ls {less than SO ~ee~ in c3epth) ~. Such kTells are unacceptab~.e unless there is no ~'eas:i.hle alterna~ive f~or o~ta~ni.n.g water and unless specific approval is grant~d by th~ HeaT.th De~artment. Such ~•re11s s~.a11 not b~ perrnir_ted where s~~.ti~age disposa~ is dependant on seepage pitsa ]3o Loca~ion 'J'~e ~_oratioz~ sha1.1 comply with Sectian I, A and ~, C above and ~n. ad.~ition. sh.all be not less ~han 25Q feet from any SE'T~72~~' facilitya -3- C. San~tary Canstruction Requirements 1. D~illed We11s Construcrian requirements sha1l be the same as zn Section IT above except that th~ conducto~ easing and annular seais need be install~d only to tne depth of the aq_ui~er used. 2. Bug Tdel.Xs ~. Casin~ sh.a11 he installed to the depth af t~ze aquifex used. b. Casing s1~a12 be constrezcted as follows: (1.) Six-inch tliick reinforeed concrete pouxed in one con~inuous operation. (2) S~eel or precast concre~~ ra.n.gs s°t in. the hale with a miniznu;n ~our-i.zzch rhictc concrete poured bptwe~rc the ri.ngs and side of the ho1e. Concrete shall Ue poured in one coz-t~.nuous operatian~ c. 1'~e casin~ sha11 e~tend not Iess than ~.2 ~nches abo~cre sur- rounding grade. d. A concrere slab o~ not 1~ss tk~an six inches ~h~.ck, six inches above surroundi.ng grade and six inches belota the top of the casing sha~l be installed at the s~+~.rface around the casing;, extending outward ~.t ~east tc,ro ~eet fro~ the casing, e, A t.Ta~eer tight cov~r sha1.1 be p~.aced aver ~he ~ael~ and. all open~ ings into ~he we~.l, inciuding the pump r~ount~ng shall be wa~er ~i,ght. A. Ali provisions of S~:ction II, D sha1.1. apply to shal3.ow w~~ls. ~. Provisions fo~ ~.he treatment and c~larination of~ ~~ater fro~ sh~.lZow ~ae~.ls may be r.ec~uired by tl~e Heal.ttz Department. -4- ~ ~ tn c3 .F' ?. U i- F_ U ~ "" ..-+ CJ Ca ++~ ~ ~ ~ ~ L~L.'. ~ ~ ~ [a.: , G.: r ~ ~ L~i C ~ C ~ ~ C ~ ~ O ~ ~ ~ .~ ~ G ~. ~ ~ ~ . . ~ ~ Y~ ~ ~ Vi ~ ~ •ny ? .,1 `~ ~ ~ F+ O ~4-i ~ U V; O ~ fl ~ C ~ +~ U'i >, ~ i+ ~ ~ t ~.' 'd ~, dJ ~i ~r! 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'_ eU `r. f.., Ca C7 G ~ ~--~:: :.:., ,~^. ..M C) a.: ?. • .C c = ~- a `- o ~T- -' i ~_ ..- - -~ i - ~ r ~` -~~ 'q F• ~ ~ cY ~' e1 N i~+ ,c:.` L ~ ° ~r- - -{ ~ 4~."'i ~ U U G3 C~i i n i s ~-` ~ ~ ; T. ~ r' z_~ __ s ~ £ ~ s ....•_7 ..~ 2~+ ~r `~ ~ '7 j ~ ' + ~ !" 1 .:. ~ ~t r t i :: I ., c) ----•-- - r-~ u~ rn ~-- Cs C~ ~ i~n Y ~ ~-_. , : i c1 °3 C f.. •., ry ~. .~ - - Ti ~ ~ F ; ~ -~ ~ p r, .~ .-~ i~ C3 L7~ n. ~ 3 , - , - _ - ~-- . ~ - ~~. _~,r,., ; , `-r b-~ J Zi C+ ~ ~ ~ ~ . - ~ F S , l ' ' ~ ' .. ~ ~ e-. C = C: G ~: ~ ~ ~y . . , - '- • ~ ~ : c1 x ~. ~ ~ - ~..._::..:- :. .? - ;._._ ._ -~-- ~ ~~ ~ i`, ~ ~ U S~+ Li ~ ~- a = „~, : ~ :::.i: i --:: - . . s i r f-:: E::: • i : : . s .-. CJ •w+ ~ ~ . v~r ~ - : . ~._~ .~:. . .. r._._._ .•• ~- •..I 7C r.'~ V, d-+ V: G" : U ~+ " : = T~.'r---.~ -~-3 ~' - -- ~ ~ - ~ - ~. U rs c- r ~~ +~ : Q .. . . . . : ; . ` i - •.c:. - - ---~:4i ~' •~ .w. •r- c-: s~ v~ . . . . ; ,.; ~. ..' c~.. ~ ~- u r ~'~ ~ . :.._..:. -. : . : : , - _s__. ~ ' - " ~ Cf: ^ ~. 1~ r r ~ ~.- M -'G v E p p t .'_ ;' i ; _. - . -~ ~. ~_ 1 .. E~~~~_ . .f _ . 4. ~ • Gi G "~ cu ~ : ~ - . ~. -•----- -„' ' ~ ~, t _...':_L `^ . . ~ . ' .~. ~ r L7.. Y" '""r , -I-•'--~--~-•-..}{.. - '-~ Q V7 V, :-~ ,F.% S: .. . ~ .._ . -• - - r--- '. . ...». -~ ' .. 1.,. ' - --' f ~ r_ r ~ ~ - i- _..... ..-.- - _. ~ .., . . .~ :i~. i :.~~., ._ . _ >.. C: c 7 U t~ ,-- . , :. . . . . _ ~ i_....- - ---=--- T-. _ ... , _ . ....-~. L . _ " :~"f ~ ..- ....~, . ,. , . _.. ~- ._.~_ ...._~'__~..._' .rr...-..... ~_._.. ~... ;.. ._. ~1 ~ •~+ ^ " .= ~C~_x __.. -.._ ~ r = - ~' ~ ~ ° ~ ~; ~., ~, - ---~ ~...~..... ..~._ ~... _~ ~ ^ ~ _:, _ ~ .~ti~,.^.•;~ ~.,-~ ~ n~n .~ v m ~w n a~ c: n.~ ~~ r J n c~ c c~ o~~ a•ri v v~ c.~ ~. y,.i .-+ -r. L_. rw F" ~ C G • C G ~ ~ ~- c~ c.7 r, r~~ c. ~ c o o c ~...r r.~ o~ ~ n :. ~ . ,. ~r v: c; ;-• rr. ~ c+.. c c ~ ~ ~ °-~ a~-iu~y~ .~a~ s~a;j~~ ui .~oi~ Where the water system xs to be served by a we~l and pressur~ ~ank and the sys~em wili serve over ten lots, at ~east two wells sha~~ be provided and one of these we~~s sha11 be equipped with auxzliary powrex' o The water system and watex qua~ity sha~1 comply wa.th a11 requirexnents of Sections 401D-~03S af the Healrh and. Sa~e~y Code, and Tit1e ~.7, Chapter S, Group I and ~.,1 0~ ~he Ca3.ifornia ~c~;ninxstrati.v~ Code. ,(_ APP~NDIX V~~ A4TNIMUM USEABLE L~T AR~AS k'QR SU~3DIVZSIQNS AND LAi~I3 DIVISIONS W~iER~ ~ND~VII]UAL SEj~TAGE A~SPOSAL SYSTEMS Ai2F Tp BE ~TSED; MINIMtIM SEPARATIQAT DISTANCES APPENDIX V~z MzNIMUM USEAB~E LOT AREAS FOR SUBD~VISIONS AiVD ~AND D~V~S~ONS WHERE INDIVIDUAL SFWAGF DISPOSAL SYSTEMS ARF TO BE UBED; M:CNZMUM SEPARATION DIST.AriCES A. ~e requi.rements belaw ~or sewage d~.sposal are applic~.ble to single- fami.J.y xesident~al~ subdivi.sions and J.and divisions. ~`or oth~r subdivisions and ~and diva.szons where t~ere is at least 7' of soil, the required minimum area ~or sewage disposal sh~.11 be su~~icient to aii~r~ for t~?e ins~.allatiion of a septic tank system designec~ in accardance with the current edition of the USPH Manual of 5eptic Tanic T'ractice provisions rc:~.ating to leachin~ fields. T~.is ninim~um area shall alsQ inclu~.e area ~or 1Q0% replacementi of said system. Fox ather subdivisions and laad d~visions where there is Iess ~han 7' af soa.l, the xequa.red r~a.z~.imum areas sl~a1~. be camputed ~roport~.onally based upon seraage f1~~,rs e~cpected from the land ~ivis~.on or subdivision in quesrion, and the sewage flows expect~c~ from a single-family residence. T3. Useabl.e lot area shall, mean rhat area o~ ~he 1ot usea~le for instal~ation o~ an in~.ividuaZ sewage disposal systesn, Useab~e lat area shall not inc~ude a~~~.s containc~d in the fall.o~a~ng: 7_. ~ui.ldi.ng setbacks req~i.red by County Ordinance or the B~.tte County Coc~e un~.ess appzoved by the Health Depar~ment and Aeparrment o~ Public Wor~CS. 2. ~asements dedi.cated or. rPSezved for surfac~ ox v.nderground ~mprovements unless ~edicated ox reserved for. set,rage dispasa~. gu~poses on the approved azzd reco~dec~ map. -1- 3. Eas~ments for access or roadway purposesA 4. Areas occupied by stx~uctures and ~a~thin five £eet o~ exis~zng structures nr to be occupied by struc~ures. For purposes of single-fam~~.y residenti.al ~ots on w~ich there a~e no existing structures, ~his area sha11 be deemed to be ?_,500 sc~uaz~e ~eet. 5. Areas ~caithi.n five feet o~ the property 7_a_n.c~ o ~. Areas ~~hich do not comp~p with thc~ minim~m separation di.stances shoran ~n Table I~ be~ow. 7. 1'av~d areas or areas proposed to be paved, where the pezc rate exc~eds b0 ~nin/in. 8. Areas witi~ S 5IOF3E in excess of 30%. 9. Areas where ~he percoiation valu~ is in excess of I20 min/~n, 10. Areas ~crith less than t~~ro f~~t o~ soil above impezvious s~ra~uzn ox gxoundwa~er. C. Each lot in a singleafamily ~esidential subdivis~.on ~nd land ~.ivision sha~.I. provide the mi.nimum area for sewage disposa~, found in '~able I attached. Axeas shown in TabZe I up~to az~.d including 2.0 acres a~e minim~m useahle areas ~or sewage ~~.sgosal as de~in~d. in 33 above. Areas in Table I~n a~cess of two acxes are mini~aum gross parcel. sizes provid.ed, however, rhat such ~ross pa~cels sha~l con.tai,n. not less ~han t~ro acres o~ useabie area as de~~ned, in B abpve. -2- CJ] ~ C.7 ~ ~ O ~~ W G-] G-~ F ~ G' i!~ ~ CJ7 ~ ~ ~ N ~ q ~ ~ C~ ~ ~ ~ H ~ . ~ H ~; ~ rn rn v~ ~n m vs C1 Ck W N U1 C} O7 cv u ~ ~+ ~+ ~+ u ~ Cl U U U J U U Q H [7 c~ N sC c6 r3 c~. , L~T L'S ~'1 Sll LYl 11"1 ~`. C+'1 ~~ [~3 U] L"l G~ O C~ ~ L~S tll ~Y~rt~~ e~ F.s u ~] cry [~ c7 C+'S i-i Cf U ~ n m L) C~ (~ ~ OD O G'+1 [ti -- i~ F~. .7] C~U ir4 u'1 ~ ~ ~ ~ ~~ C~f G~1 CV ~ C7 C? O C~ O Q O ~ OOQC7C~O0 o ~r~ac~oao ~ ~ ~t T w • .-~ cn ~,-s n ~ n n T a1 r? c~ Cn ~'}~ ~h ~ 3 ooooc~oca +n ooc~c'~aoo , G>OC7C^C30G7 ~ h A n A ~? 1 C"7 Lf1 f~ 1~ h I~ ~ cV rl cd c~S c~') r'1' ~ ~~ Ca'C700G7C~0 or~ac~c~caa ~, O C7 a O. C~ b C7 ~~~ ~~ C~ f~[ t~l N trS .~-~ ~ N C~! C'"1 ~i ~ ~ aoooc~oo [7 Ca O Ca o 0 o c~ O Q O O O CriQ ~ n ~+ n ~a c+ p ~a opO~s n~n r-i rl C'~~ t'~'~ V'S ~~ ~ cK~ a~ 4 ~ ca o OQOO00cv r--I CV V ~ C~3 r.3 w~ e ~ ~ i a e t p .-i .~ ~ ,-~ .~-i .-a y--i N :~' ~' 00 C1 ~ ~ O O O ar r-, v~ v~ u~ cn cn cn v~ q} ay n1 fil QJ N ¢] S-~ u}-+ ta S-~ 7-~ ~~ U CS U U CI U<J td ~ c~7 N cif CJ ~J r.n u1 ~n tn ~n u~ ~n ~ u, cn cn cn w u~ cn 4} C~} Cl N~i tU Qf ;a ~-~ 7~i b•~ c1 ~3 S-s U U [S r~ [p [) U c~ CS c5 c~J `n ~~ CS ~n~n~s,~nnoLn ~ N cV CV CV M t"1 OOOCSd~ u~ aaoc7oo r~ C~QC7C~C~Q S,: v1 Ml I1 T y~ry~ (.~ l^•~ ~ ~.n ~.~ ~ ~V ~ ~n cn irl •Cr n ~ N N ~ i ac~nc~a~~n capoooc~ca C? OO~C^C~ C'~ A I~ ~1 ~ ~ ~ ~ ~ ~ ~ n"'1 M Crl ~f lCl ~A 00 p O C~C~4'~G~ O acaac.~c~c~~~ pO~C~4700 A A ~l ~1 f1 ~ v'7 00 Q N N N N ; Cy N C'"1 [+1 ~' tr1 1~ 'oooanc~o ~oac~c~cac>a O QO q C7CJ~~ A E1 N N q A a, ~ ~ ~n ~n ~n ~~ E e-~ I~i M ~f ~ c~ e~ poQ47C~dn1 r-I cV ~ ~J 00 .~--s ,-~i 1 1 1! t I E p .--~ '--i ~ .-~ ~a ~ r-iN~a~O r-a ~ ~ ~ooa p r-[ d~ N z r~i cn rr~ ~n cn u~ m ~J al UY N~ c}1 Ol ~a ~i 3-+ 3~ ~~ ~i 3.~ C3 J U~! ~} U t~ ~J rJ c6 r3 cti< <J Rs OOQC~CaC3C? ! r~i r-f r-i r-~ r-i rl r~l ~ U] i1} iJ! (13 fn [9 (4 er u m e+ a.~ r:~ c~ : Sa }~~ ~i S; r: }i i~~ , c~ cf c~ u c~ c~ u c~3 ru W~Si rit tt~ c~s ~f'S ~l ~Cl «'s ~rl ~~1 ~r~nc~c~ ~~. c~1 c'~ c7 c~ ~~ :1 :1' QG~G~G7 u~ m u~ ~ ~~~~ ~ e.> u~ Lf'1 cr'1 ~'1 u'7 ~: ,4 SJ i n n U U mGE , ~ r~ ~ ~ ~ ~s ,\I I ~t~nn G ~r1 v1 ~ N N N N c~F aoocaac~ u~ c~caaoc~cti c~ C7CaC)Caf~C7 ~r ~ w n n n ~C)< ~J ~ ~ N l~ ~'~ ~V ~' :~ en uS ~ t~ ~ ~ <~E C70 QC3CSC.~~ C1 C7 C] C? L7 C~ C~ r.~cac~c~~c~c~ ~ a7 C'a CV N N cV c+7 C"1 .'1' ~' V'Y ~~ CiJ foo~00c:~o ~ oooocaoc~ aoooac~a n w n n n I~F] ~ C7 CV CV N N ~~ri+r7e~t:h~nn ° n ca QO C~40C~ N ~--~ N ~' .Z o0 .-i ,--a I 1 1[ 1 1 1 p .-[ r! ,-t ,-r ~ ~ ~--i N ~i vr QD C> c~ ~~ ~ o ~ p O d ON+-~~ CY"T : NQTES: a. An impervious stratum or Iayer is a bed ar Xense ot fine grained soil, ~ock, cemented material, or simxlaz so~l structure ~which retards the downward mavement of watar. A stra~um, ~hich has a pexcoXat~an value in e~cess af ~2p minutes per inch and/or in which six inches of ~~at~r wi~1 no~ seep camp~eteZy away ~n a 12-hour perio~, sha11 be deemed ta be imperv~ous. b. Areas with Zess than twa ~ent o~ sail, slog~s in excess o~ 30%, ar p~rcolation values ~n excess af 120 min/inch are deemed unsuatable , ~or sept~c tank systems. c. In addition to t~e other requirements of these standards, sewage disposai areas must Ue of such a configuation tha~ it is p~act~cable to use ~hem as d~sposal ar_~as based upon s~a~dard practices for the znstallation o~ sept~c tank systems. TABLE I~ M~i~IMUM SEt'ARATION ~IS~'ANCES XN LII~EAL FEET Faci.~.ity S--T or Sewer I,ine Leach.in~ Field a) Ind~vidual Domestic We l. l. b} Public Domesric Well c} Perenn.ial Stream d) Drainage Course or Ephemera.J. Stream e) Cut ox F'i~l Banic f) Lake or Reservoa.~ g) vot va.n.PS t~ere In~ dzz=idual Z,]e1Zs Used 50 ' I.00 ' SO' 25' 10' sa ~ 25' lOQ' ZOQ' ~00' £rom ~igh- water iine 50' from adge af channe~ ~+` X vertical he i_~;h t 200' from Iizgh- ~~~tPr line 50 ' Seepage Pit 150' Z50' ~.40' fram higl~- ~ura.rez 7.ane SO ° fxozn edge of chan~ze~. ~' X vertica~ ~-~ight 200' from high- water Ii.ne 75' NOTE: Thi.s r.equi.rement, shall not appl,y ~rhere 1oca~ion of taells on each Io~ is speci.fied on t~Ze ~ina~. map and ~equi.red usP~bl~ area for each lo~ is 1.00 ` fro~ an.y we].1 location. w[~~ ~~e~~r~~~ v~~z Fees aP~~N~zx v~~z as ~~es A. Fees ~or a preliminary map sha1l be a~Iat 5100,Q0 payable to the Gounty a~ Butte at the ta.me o£ suh~~ssione Ba ~ees for filzng tentative maps shall be a minzmum of $100.00 ~or sub- ~ivisions of ten or less 1ors. For subdiviszans o~ ove~ ten lots, the ~ilxng ~ee sha12 tie $100.40 plus $2.00 per ~oti for the actual number o~ Xots ~n excess of ~en shor~m on the tentative map, up to 100 1ots, '~ere is an a~ditional charge o~ $1.00 per lot xn excess of 10~. ~ees on tentative maps sha11 be submitted at the time o~ the submiss~an of the teata~ive map and paid to ~he P~annzng Departmento i~J~Zere an a~ditional general development plan is requixed ~y t~~ County to show £uture develnpmen~, oniy ~hase Iots actually Xn the ~rap~sed iznznediate develapment will be used as a~asis for £ee paym~nt. C. Fees for checkin~ final maps sha~~ be $50.00 pZus $2.00 per lot for al1 ~ots in th~ subdivision and shall be paid at the t~.me the final map is submitted ~o t~e Department of Pablic Wo~ks fo~ checking. D. Fees for checking construction plans shall be $50.00 plus $2.00 per ~00 feet o~ £ractian thereo£ of new road~aay cons~ruc~ion; ho~ever, dis~ances shall be measured ~rom t~e c~nt~xline ot th~ existing street , to the end o~ t~ze new road~~ray Gons~~`uG~iOF].. ~'ees sha11 ~e paid a~ ~he ~ime ~1ans are submitted to the Depar.tcnen.t o~ ~'ublic T~orks ~ox checkin.g. E. ~ees for inspPCtion shall he 3% o~ the estinnated CQI1.5~',CL1Gt~bF1 cost o~r road improvements i.nc].ud~ng grading, draina~e and road constr_uction, and sewer line construction, se~aer plants, and eth,er 2.ppurte~ances. 'I'~is ~ee s~a~.l be paid just p~ior to the time the f~na~_ map is ~resented to the Boa~d af Supervisors ~or its acceptance or prior to commence[nen~ _1- of the cons~~uction o~ the subdivision improvement, which~ver comes ~irst. F. Fees for plan check~ng and inspection o~ unimproved zoad subdivisions sha1~ be the same as ~or improved ~oad subd~vzsion. G. Fee fax check~ng ~ina~ paxcel maps s~a11 be ~50.40 plus $2.p0 per ~o~ paid at t~~ time o~ submissian of the maps ~or checking to ~he Depart- ment of Puh~ic Works, Ho. When ~he subdividex proposes to use a cash deposit ~n ~zeu o€ fur- nishzng a gerformance bond, a~ee o~ 12% of the cantrac~ or estima~ed cos~ a~ the wo~k shal~ be ma~e to~d~tray accounting and disbursement e~penses. I. ~arcel ~aps, required bylaw to be fi~~d in the manner as for sub- divisions, m~st be accompanied by ~he sa~e ~ees as in the case o~ ~ subdivis~ans~ J. For ~ond Ac~ proceedings, t~e fee prescri~~d under Item "E" above shall be 4% rather than 3%. K. Si.te ~.mpravement ~~ans, ~ plan checlc ~'ee of $50.~0 shall be paid a~ the ~irae of submissie~n of each separa.te p1an. to t~.e Depar~men.t a£ 1'ublic Ldorks: ~ox checking, ~, Boundary Iine mo~ifications and parce~ map raaivers, a proces;sing and revieUr fee of $S£~.00 shall be paid a~ time of s~+~.bm~ssion. of maps and ap~~i.~ation fo~° action. _2_ A~P~NDIX ~~ Storm ~rainage ~ees ~PPEN~IX ZX STORM ]J~~N~GE FF~S COUN',~X QF BUTTE Ie A1i ~ersons, ~irms or corporations desa~loPin~, 1anc~ wit~in the County af Butte shall ~ay a star~- drainage f~e in a.c~arclance w~th t~Ze attache~. "Stonn D~ai.n~ge ~ec Sclzedul.e? (F~:hibit "~`,') . I~, Fee Application A~ Exem~t Condit~ons - No Fee Itec~uired: 1. ~,nq graper_ty being developed fr.om tahich the ot,rn.er has constructed starm c~xainage faril~ties to ar~ exist~zg natv.ral drainage cha.nnel in accordance wa.th the requzrements o~ the Butte County Dep~.rt~ent of Fubl_ic Worlcs shall be exempt frorn the payment o~ a storm drain- a~~ f.e~ e 2. If the proper~.y €~eing ~e~creloped is 1oca~ed within an P~~s~ing storm drainag~ syste~n and the pxo~osed lan~ use ~.ensit;T is the same as . ~he den.sity used in. the design o~ the storm ~xazn?~;e assessment di.s- t~ic~. facilities already canstruc~e~l, t'_z~re siza~ 7. U~v nn f~~. B. CandiL-ians Which ~tpquire ~'ee L'a~ent: I., ~~ the p~operty bezng develo~ed is located within an ai°ea k~hich l~as nn storm c~rainag4 fac~~ities anci a.s ~~ot includ.ed i.n a storm drain~.g~ assessmen.t distrzct, the d.e~reloper sh.all e~ther: a. Pay a s~.ar.~ drainage ~er~ in acco~-danc~ with ~h.e attached "Storm Dra3.nagc~ Fe~ Schedul~" {~'x~i~ii.t „f~„) , or b. Construc~ an un~erground storm drainage syster~ ~o t~e nearest ac~equate natura]. storm drain.a~e channel z.z~ 2ccoxdance ~rith t~e requiremcn.ts of the T3atte CoLintS Departr~enr o~ Public i~arks 4 2. T~ t~.e pro~~~ty being de~elc~, r-_.cl is loeatcd w~ 4h~~. a storc~i drai.n.~be ..~_ assessmen~ district which cantains partzally cons~ructed storm drain- age ~acili~ies, tl~e dev~Ioper shall e~ther: a. Pay a storm ~rainage f~e to be computed as follows: ~'e~: = Storm drainage fee (from Exhivi~ "1~"} ma.n.l~s pre~crious stc~xm c~rainage assessment oz~ the property ~being deveZoped, ax bs Cons~ruct the nec~ssary stor~ drainage f~.cil~ta.hs from the prop- er~y be~ng dc~~,=elo~+~c~ to rhe existin~ ass~ss~en~ distri.ct faciliry and gaJ a fee to be computed as ~o1lot,rs: ~'ee = Storm drainage fee (~'rom Exhibit "A") mir.zus ~.he storm d.r~ ~na~e assessmen.t an the propcrty min.us the cost of tz~E s~tor_n~~ draina~e faciJ.ii-ies construcred, rn no case wi11 ~he d~veloper be entitled to a reb~~e due to a rr~eo~3tlV~ f_ee". 3. If the prop~rty being de~relo~ed ~s locat~d iaithin a stioxm drainage assessment distr~ct which contains ~ully const~ucted stnr~n drainage Facilities ancl tne pragosed J.and use ~.ensity is greater than the densa.ty used in the design of ~~e sto~m drai.na;~ assessmen~ da.strict ~ac~.ii.tic~s already construc~ed, tlze deve].apPr shall eit~er: a. ~'ay a storni drainage f~e to i~~ compu~ed as fo~.l.ows: ~ ~ ' ;iee = Stax~ drai.n.age ~ee (~rom E~hibi~ "A") mi,nus starm. d.raina~e assessmen~ on pro~exty, or b. I~ the deve~op~r constructs a storm dra~nage ex~ensi.on from the pro~er~y bcing dev~~,aped to a storsn drainage system or ad.eqt~ate n~tuxal drain.age channel, the developer sh.a11 ~ay a fee to be cr~mputed. as ~o7.Zows: • ~~ e= 5tar:~ c~raan~~e fee (f_rom Exhibit „A~~) minus the cost of constructing the extensXOn. ~.o the storm dra~.nag~ system. 7 In. no case will the d.eveloper be entitl,ed to a rebate d~xe ~o ~. r~i].P_g~.~7.V~ ~E~~~ e !~. Zf tne pro~erty being c~eveloped a.s not iocated within an e~ist~~,g stcr~n c~ra~_nage ass°ss~ent district but can U~ scrved ry an exis~~ng storm drai.r~a¢a ftac~.ia.ty r_onstruc~ed and. m:!i~ztained by sone ].aca~ a~ency other than a staa~m drainage assess~ent district, ~he ~evelop~r sha~1 either; a, nay a storm dra~~age fee in acco~dance with ~~e "Storm Draina~e F~e Schedul.e" (E~h.i.bit ~rAn} , or h. Canstz~ c~ ~he necessary storm drainag~ faciliti.es from the pro;~erty ta th.e existin~ stoxm dx-aina~e ~aciZ~ty ana pay a ~ee ~o b~ coYnput~d. as fol~.ot~rs: I'ee = Storm c~~ai*~a~e fe~ (fro~ ~'~~a.~~t "~1") minus t~ze cost of tI~-w_ storrn d.raina~c facal_~t~es constructed. ~n no casc ~aill ~he developer be enti.t~~~ to a rebate du~ to a "negative fee", III o S~~bdivision F}evelopmen~ If ~hn property is he:~ng cieve~oped as a subdivision and requires the praeess- in~ of a tentati.ve and fi~.za1 su?~divisa.on m~p, the developer sha~.3. canstrucr a storm dr~in~ge sy ~tem z~hich sha~.J. carry su~division staxm drainage run-off to the nearest natural dzaina.ge channel having adequate capaca.ty for same. In this case, no sto-~m draz.nage fee sh~.11 be assessed. IV. ~~istin~ Assessments on Praperty T.o_I3e Suhdi~ri.d~d If thPze is ~.n existin.~ s~orm draina~~ c+r impxav~menr assessmen~ on the property to l~e suhdi~rici~ct, the deve7.oner shail Rl~~l~x: a. Pay o~f the ~ntize assessment prior to reco~ding of fina2 m~.p ar waivez, ar b. ~3i.vide ~r11G assessm~nt ~.n accordance with the Stare o~ Ca~iforn~.a Streets and ila.ghw~ys Coc~e and the Butte fiau~.ty Directar of Publ.i.c Wo.r}.cs . The applicatian. ~o ;_%ie Co~nty of Butte to d.~vicls assess~nent shall be accom- panied hy a~ee of fift;r doilars ($5~) plus ten d.ollars {$1,p} ~or each inT dit~i_d~a1 pa~-ce1 or l.ot being c~eatPd. C~. Ara~na,~ T'ee For Parce~. A.4aps See Section. ~Z A, Exempt Conda.tz.ans. I~ a drainage fee for lots created by a parce~ map is required, the arr€ount o~ the f~e s~Za11 be computed at tihe rat~ of $1,800 pez acre, _3_ EXC~~7~ ; 4 T~' any J.ot created exceeds three acres in gx~oss axea, no drai.nag~~ fee will. be required. -4- . , . ~ ;~ ~ .~ _ ~ ~ ` i ~ ; ~ ~ i `~ '~-'rT i r , _ ~J ~ j i I j~: ~ ' ! E ~ I ~ ~ :wCi~ ' ' ' '~ ~~I J~~l ~~ , ~~ i ...i ?~~~ ,~ i W ~~ { ~~ . ~ `a' ~ •t~: ;~ ~w E ;: > GY ) I~ ~ i'JVl c~ j! I I~!! I~ i I~ ~ I I~ ~ I I~ ~~ ~- ~-~ --'; ~(~_ _~_- i i±-~ f I I_ ~~ j I ~ i ! ~ i I ~ i-~ s--I. ~~ __~__. 4 .-- ~ ----- -- _. ~._.. _~~ ~ ~ _ ~....._n_ _: + A!%y~i~.~~~:.~Y ~ L~ ~~ I I I ~A ~^ , -- i i ~ > ~--v4/r.,t. i i~ •~'~ ~~; - ~ ~~ ~ . ; ' I i? I ~!! i i i~! i ~'~ 1 I I s f -- --~..~ ~ i ; ' ; ~ ~ ' I ~ I ~ ~ -~- ~~ i i ~ i I~~ ~ ~ ~ .~. .. ~i ~ i I ~ i _ i ~ j I ~ : ~ : i i ~~ ~_~_s.~ i I wL i k ...~~~ ~ 3 i ~ ~ i . ~ ! 1 i I ~_ ~ i ' I ' ~ ~ f I ~ ~ f !! i i I I ~ I i I `; ! E+; i i i_#~ i I~ E D=~4~~~;~,GE .~... _`- ~ ( I ~ f : ~ . , . I . __ __-____ l 3 j I } I ~ -_- __. _-___ j ~' p/~~{'+ # F i ~ ' 7~T 7~T-~y ~ ~^ ~~ } i I ! . I I 1..•t1..r i/ U` f N~.is P..t'1 A~ .~ I ~ ~ ~ i i ' ` ~ , ~ ! k ~ ~ ~ .. . -,.., I I I i I ' ~S ~~F~S ~~'~ ~ ~~~ ~ ~ -- ~ ~ !! ~~ i I i~ I I ~!.L~`~ ~ i S7~~C~.~, I I~ ~ ^ ~ ~ ^ ~ E I DOLT~~1.~5 A~R~. ~ ~ I : ' : I I ~ i '~ 1 I ~r i 1 I ~ l ~ i ~ I 1~~i S : ~ I ~ i I. I ! ~ i .. ~j 1 I i I 1' ~ ~ ~ I I ~ 1 I ~ : i l i ~ I r~ i ~ ' ~ i i t.. ~ / ~ ~~' ~ ~..~. +• I ' ~ I I F ( i 1 ~ i ~ ~ ~ I - t I ~ i i n ~~ ~~~V ~_~A~ ~ ~ ^ ~ ~ I ~~ I _' ~ '__ 1~~.... I I ~~:..~. ~.......I....~ i 1 ~ I ~ F ~ 1 ~ ~ l ~O. "' ~ ~ 3 ~` f I;; r i '' i f; ~ i l I I j I ~ f I I i !~~!~ 1 i~ ~ F'~ _~_ i 7 I~ ~ ~ - ~. 1 ' ;- l___:___ I I --- L ~ t 2 ~!~-Q.~ ~ !~i 2~.50 ~ ~ I t ' ~ ~ ~ ~! ; ! ': ; i ! ~ ~ I ~ I ~ ~ i 1 22U~ F~ i`~ ~ i ~ i I i 1 I~ ,~ .: ` ~ ~ ' ' i ~ :;:~^ i i I i i ~ _ ! I I! f~ I f __~ f '__~__! L~l^L_ I~ I~~ ~~ ! ~~- ~ ~ I ~ ~ I I l___~_ 1,_ 2 40, 0- I 252Q 2 ~ %0 ' ~ L1! ! .._~___! ~ ~ ~ ! ~ # i # ;._! _.~ _ ~-?i ~ i i ~ _ I z 7 6 0 , ; ,~ ; ~ ! ? I _ ' F ~ ' ~ ~ ~ ~ ~ f I i-~( I I ~ ~ .'~~~ ~ ~ I I ~ ,_, E~~~~ ~ ~ ~ ~J ~--f =; _~..._" ~ E i~ I • • s. ~ ; ! ;~ ; ~< < ~ t ~ ~ x ~ ~ ~ . 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G~--~ k 3 i 20 I~I ~ ~ i_i} ~ I 3 ~ ! ~ { ~ f ; ~ ~ ~ ~ ~ ~ ~ .'~ I ; a ~ ` _~ i ~ ~ i E ~ ° ~ L ~ i~ ~ ; ~ ' I L } ~ ~ '~ G i~~ 7 L{; ~ ~ ~ - ~ ~ ~ _ ~ ~ ~? ~3 ~ ~ I j~ I ~.....~ ~ ~ I I~~~, ; i i ;; i 2.~ i i._..~ ' ? _ I i -_ ~ ~ ~ I i I~~ ~ 3~ i ' I i = I i ~ ' i ~ ~ # j ~ i y ~ ; ! w_ L ~ ~ ~ 1 ;~! 1 i ; : =.-1_~ i E i~!_ 2 7f ~ I : ~ .~_ ~ ~ I - f 4 f. 3~1 - , ~ : ; ; ; ~ ~ I ' 1 : i ~ ~ ~ ~ ' ~~ ~ ; ; ~ I ~ ; _ ~ ~ ~ ~ ~ 15 j ~ . r ~ .,, F-_.~ ' I I i .... {..7 ~ ~ %~ I # ~ T j ~ 1 i -~- ~ % ~ ~ ~ ~ { ^~ ~-1 ~ I ~ ~,~ 1 ~ ..... ~ ~ ! ~r ~ B a _ ~,~ ~ f ~ ~ ~ ~ 1 i j € ~ ~ I ! f ~ ~ 1 i ; I I .,._ _ ~ ! ~ ~~,~i~ 07_` !~~:[L_:Ar'C ~2 ~ i O ~ ~TC~7"c°_!~G_ ; _~____~ `_' t~ T.S...~~..'.S:~i 7.c ~i - ~ ~ L~.~~Q ~~'fa;~~ ? 1';•~~~M ~ . ~_: ' i€. ~~ I I. ~ i f i ~ I I I I I ~ ~~~I 1 ~_~ f ' ~ __ j.__ ~~ i 1 I I ~ _. ~~# I I I I,_ I !._ ! 1~__. -~. a - r~ ~ ~,~ fJ ~0 ~.`~i :iQ I r[-.~---~......_...~ .~--- ~-! ~ ~ ; } I~..V~.~v~~..1~~ `I :V1~~1.r1:...1 ~-~---- - ----^ ~S; ~-;~T`:;~ U„~TS P~;:~ ~~~:d~ -_.___.~.___ ~_~_~ ~ ~~.ar::~-, ~.~ „_ , :.sss , ! . " Q: '/~ cr ~o ~ us~. ~ p ~~.~~ t:^~ , ' ' ' L_ i-l l~: . t3 ~? ' -- . F .Y ~ - ~.'l!""r!~r~ ~ ~~'~-e ~!T . • • t_.~_ ,t ~ ~ `` } i ~= ; ; ! ~' ~.i~' ; ' ~ ~ '! tS t:~ ' :.i ~ ~.i i; ~{. - ~ ~~~lA~ p~, ' - . t~ ' ..... . - yp /. ~ `° , ~ail~~V~~ ~~.- ~~,~?~- C ~~ , - -.._. _.. . . ..~L'r'~.~li'~~~c~~~ ~~ . *~.~C' . ~~~.~.~1~~~ V'V~h"ala~ . . . . ~~~~6~r~ ~~~~6t16~a~~ ~ ~ ~ ~~~ ~~~~~~l.~~ . . . . ~ . _~~ APPENDT~ X Processing ~Xow Chart for Lar.ce~ A1aps And. Subdivzsion M~~s 3/~8/77 4 0~ ~eraer Parce~. Niap or ~ra~~~x' Reauire~ Make Ap}~Iication ~o Pub~.ic Woxks DeparmE.~t and Suhmi~ ~'en~a~ive Pa~ce1 N~z p ;~ Er:v~ rorli-aenta~ Revz~w Advisory r'lgex~cy appri~ve/~~ny ~.PPeal - Brar3 of Su?~~rva.sors ~ ~~ Record Parce~~. Map and/or. Cou~.~y R~cor~s L•~~l•JG'x A~]~~bSrB~ Or ~~.TlC~1If.~ S F L 0 L~T C[~ s1 ~t 1' THR~~ CAT~G~ITtT~:S ~~c SU~~~~3I.VTS7Q~ S ar l~iorc~ ~ess thar~ 20 ac~es Fzna~ 5~:~~clztri.s ~o~ Ma~ P.eq~.~i.r.ec~ 5 or ~Iore Gr.ea~er than 20 acres Parce7_ Map ~.ec~uire~ 1~Iake App7.i.ca~~.oz~ -~o Pu~J.ic Works D~part~-~n~C and Submit Tentt~tive Subdi~is~on ~P .~ .~ En~rironrnen~a~. Review ~ Subdi~risior Comr.iir.te:e • ~~ Advisoiv ~~;ency ~.ppxavef ~?eny ~: ~ Ap}~ea~. -» ~o~ird o~ ~upervisors Record ~'inal Su~d~v~s?orz riap MakE Application to ~ublic Works Department and. Subtni~ ~'entati.ve Parcel Ma ~: ~~ . ~r 1:nva.roz~, en~al RPVxew .~ ~cleisory~ f~~Gncy ~ ~; ~% ~pprave/Deny ~ ~~ i ~ppca7. -- Bo~rd af S~.~pervisors , .:~ r~ l:ecoxd ~'a.rcel Map .~~_ A~~~~DTX Xi Coun~y Qr~inance ;~1_453 Additional rmn ~c~lT~ment F;equ~rFments ~o?- Certain Eu:iidings [~:~thz~3 'I'he i]rba;1 Ar.~a ~ ' , ~if ~ `` I ~~ ~~ ~ ' ~ ~~ ~ IE ~ ~ , . ~ ~ ~ J ~ 5; ; . B ~ ~ ~~ lfl ~1 l~ :. ~ 1.3 ~ 1~ ~ 15 1~ "~ 7 38 ~9 20 2? ~ J ~a :~ ~3 . ~s~ Revised 3-'~i-77 Ord~.~anee No . ~!F53 AN ORD~~~~CE ADDTi`.~G ARTICL~' ~~: TO CHAP~R ~ 2b ~F THE BLITT'~ COU~TTY COD~ Addit~onal ~.mprove~nent Requirements for Certain Buildings in Urban Areas ~ The B~~a~d,oi Su~exvisors o£ the County of Butte, St3~e of Ga? i~orr~ia LU OR~7A~~`i as fol~.aws: ~.. Ar~icle ~I is hereby add~d to Cha~tex 2b o~ thz Bc~t~e~ CoL:n.ty Code to read as fallows : ~ Article ~I. Add~.tzonal. Imp~avem~n~ Requ~,~ements ~ar~ ~ G~~tain Bu~Ldi s~n. Urban Areas. ~ .~ 5ectio~x 26-~10. Find~.n,~s ~ N~~~~sity ~ar Addi~iax~al~ Im~rav~aents for~ ~e~relopment in IIrban Ar~as .. ~ The Board~ of Supe~-~ ~visars f~.z~d~ th~t addi-Gional bu~ldi~ . ancl deve~.opment xeq~irements ;ar~ nec~ssar,~ ~n o~d~r. ~o protect ~hA h~alth,.wel~are, and sa~~ty. ~ ~ of thn gene~al public in specif~.ed a~ea~ a~ th;Q una.nc.orporated arza of~ Butte ~~ty tha~C are adjae~n~ ta and in the vieinity of . ~ncoxpo~ated or o~her ha.~"n density areas, a~ de~inzd in Sectio~n. ~ 26--1I. belowo The Board fu~ther f~nds that such additiona? re, qu~.rements are necessary~i.n order to g~otect the health, we1€are ar~~i safe~y af the general pub~.ic, including but nat lim~.~ed ta thvse people residing withi.n said areas as w21i as thos~ using i th~ ~oun~y roads in. said. areas. 5ection 26-11. Urban Areas I~fined.' The u~ba~z .~ ~areas to whi~h this ~rt~cle ~.s appl~.cabl~ ar.e hereby descri~ed . as ~~.ose certain arzas sur~ounding Chico and ~ravi~le, and the ~aradis2 ~.~ban araa, as sho~n on a map es~abl,~.shed by a resolu~inn I ~ or reso~,~.tions of standards adopted by th2 Boa~d of ~upervisors jpursuan~ to Chapter 20 oL the Bu~te Goun~y Code a; bein~ ~he said 1 j~~.rban ar~as. A capy of said n~p shal.~ b~ on fi~.e Taii h th~ Covn~y I C? er~, Coun~y ~'Iaru~irig D~part~~nt, Ca~ty H4a~.th DApa°r~m~n.t ~nd -- ~~ s ~ -1= ~ ' ~ i; ~~ ~~ ~ ~ ~i ~ I~ i~ ~ ~~ ~~ ~ ~ ~! ~~ ~ I~ i ~ il II ~~ y #; u ~~ ~~ ~. ~ ]. ~ ; ~~ I I ~, ~ j ?, r~ ! i , ~r ; ~ ~.3 ~ ~~ i ~, ;~ ~~ ~' ~: ~~ ~~ I~ 7;~ ~3 I~ ~~ Ii ~~ ~~ ~~ ~~ ~I ~ ~ i`I ~blic t?oz~s ~~~ar.~ment. The urb~n ar~as as es~abZished ~n sai~ Reso~ution of Stan.~.ards ma~r be a~n~nc~.ed by tY~e Roarr~ o~ Su~ervisoT•s by resol.~~i.:ion, and t~e ~men.ded rtap s~.szil then bc~ filed. ~_n the aforesa~.d county nffiees. ~~r..tio-? ?~~12, ~r~vec~,z~n~ ieq~az~'cazenrs. Cd}--e.ci a i~uildi,~~ ~erm~t fox a nel~ huz3,d~.n~ is reqL~irec~ ~'or coG~~cicial 03- i.ndtis~rial uses or far multzple l~.vzng un~.t us~s haviz,g r~ore than tizree iivin~ una~s per parcei, and ~he projec~ i.nvol~ved fa~~.s EaitY~in. n.r..e o~ the uroan areas described in Section 26-~.1, ir. add~taon to a~~ other requi.rements set fort~ in the Uni~orm ~ui.lding Code ~s amenc~ed a~d adopted U~r referer_c~ in ~h.is clta.pter, th.e cors~ruction o~ c~r~s, gut~eYs, sideU~a~ks ar walk~,rays and drai.na;e facilities shali be rec{uired, ';~.~ technica~ s~andazcis and s~ecifications o~ the aforesaid improvernAa.~ts sha1l be ~s pravid.ed ~ax s~a.l~divisions in Chapter 2~ af the ~utte ~nui~t}T Cod.e and a zesolutian of standards adop~ed pursuaT~.t thereto. Ev.ite Ccunty Dep~~.rrment of 1'ca.blic Giorks sha~~, deter.rttine and approve the grac~e, w~dth ancl. J.ocation of aII requirs~d impxovements on co~~nLy roads ~rom survPy or oth.er i.nf.ormation su~mzr4ed. by th~ c?eve~.op~~''a en~;ineer ar fro~ file infc~rmation if Gvai7~- ab7.e, An}r relocat9.on caused by county alignmen~ or ~rade cha.~.;es for fi~ture road cor.struction snall I~e the responsi~i~.a.ty of county. ~ection 7C-13. P.ostPonement of Draina~,ze I_r~p-r.ovements, not~aiths~andi.ng the F}FO}71.g10C1S o~ Section 2E-Z2, drainane i.mpravenen~s raay be pos~p~ned at the dascretion c~f t3~e r:oard a£ ~uper~isoz-s on the dePosit of a drainage fee in a~ a.mount de~_er.:~~ne~ hy the ~~~~oard o.~ S~.p~~viso~s (~y resolu~ion), wh~c?~. ~ee s~?a11 be res~?~ve~ ~~~ar t'-a.~ cos~. of the re~~.-irecz dr~irzage ~'acil.i'~i.es, prav~ci~~ ~ha-t ~n. ~ intera.r!~ draz.~~ ;~ solution i~ avai~abl~ on th~ pxcp~rty z~ question. ~ 5~ ~ ~ . . ~~ ~ ~ 1 ~ ~~ , z~ ~ ~.~.. ~ .~ ~.~ ~, 3 s ~~ ~.3 ~ ~~ ~ ~.`~ ~ l~ 3~ ~ ~~ ~ _. ~1 ~ :?u ~:~ 2~ ~~ ~? S ~~ ~ ~1 ~I, Fa i~ ~~ ~~ ~ ~ G ~ ~3 ~ ~n ~~. ~`~ 1:3 ~ ~'~ I , l~ ~B ~~ ZS ~9 ~a ~~ ," _ ~~ ~~ 2~ ~ ~~ SQction 26-~3~. Post~an~m~n~ o~ S~ree~ xm~~o~e- m_en.~s. ~~o~7~ithsta~ding ~h~ provzsians a~ 5~c4ian 26-1?_, str~e~ ira.prov~n~nts may b~ pas-~pa~n.~d a~ ich~ d~ser~~~o~ o~ ~he Soard ar Suaer~r~sors o~ tk~e Di~ecto:~ of Publ.~c Wo~?cs ~or ~ p~r~ oc~ o~ iivz yzars u.pozz the dzpos~~ of a nE~oL.~.a~a1e fYe in ~he amount dzt~r-- m~,xxec~ by ~h~ I~ix2ctor o~ ~ublic ~Toxks,. wh3_ch f_~e shau~.d be r~serv~d for the cost of ~he r~qui..recl s~r~~t ir~~~ravemen~s . '~'h~s ~ostpon~r~.pnt sha17. b~ r,~ade on~y x~ ~k~erp are ~.o othe~ su~~ stree~ amprovemAnts with~.n 50Q f_e~~ of ~his ins~a~].a ~- and if ~uch at~er ~ac~.~.zt~es are not cons~ru~ted a:n the neinh~or--~ hoods BLa-~te ~ Caunty ~a~1~ ref~rid -~~.e assurance fee at the end c~f ~~'lf? f ~.VE'. ~2~7C~'~~ ~ ~~c~~on 26-14v Ra ~.izer::d.n`s 7nappl~.cable~ if_ Adverse to ~ealth, Sa~e~ and rrTel~~~e e ~?otwiths-~andir~ any~hi~ ~o the ~ontrary zrz Sect~.ons ~6-~Z ard 26-~.3, the requzrem~n~s contai~,ed tI-~exei.n sha1~ ~.oi be a~~~~.cable i~ ~heir appl~.ca~ion i~ ;~auld advex~sely a~fect ~h~ health, sa.~e~y a~zd ;r~l~~r~e o~ ~h~ ~; - .. ~ :. . ~~eneral publi.e becau~~ o~ spEC~a~. cz~c~s~a~.ces appl~c~b~~ to the ~a ~ed~.a~e ar~a of the impxav~~a~n~, :inc~~.udino ~h~ topography anci ~'~~h~ natu~~ o~ oth~x~ develap~~nts ~n the ~r~~P Thn d~~ernination ~ ~~h~f,he~ ~he re~u? ret~.ents i.x~. a parta.czt~.ar C35E ~rat~~d ~aus~ such ~adverse a~'feet on •~h~ h~a~_th, sa~'e~y or w21£are shall b~ n~d~ by ~-~h~ ~ixec~or of Pub~.ic ~~Torl.cs sub~ee~ ~a appea~. ~o thQ Baa~d a~ II ~Supex-vi.saz~s i.n thu r~ann~x~ specif~ed in Artzcl~ ~s~ of Chap~er 2~ ~o~ the B~~~v Ca~n~y Co~ee 3e ti N ~ ~ 6~ ~~ ~ ~ ~ z~ ~~ ~12 ,' ~~ I ~~ ?a ~g a7 ~s ~~ ~~ ~~ ~~ ~3 ~~ ~:~ `~ 3 2o T~~s o~cl~nancz sha11 ~ak2 ezfect ~h~rty (30)days a~~~r the cla~~ af ,i~s adopt~on, a~d, beLoxe expi.xa~.~o~. o~ f~.~t~en (15) days ar~er i.ts passaoe, ~~.~ shal.~. b~ pub~.~.sh~d with th~ names of the ~e~ibers o~ tne Board of 5:3.pQx~viso~s vQtir~g ~a~ ar3.d ~ga~.nst the sam.e ~.n a n~~,as~~per o~ gen.~ra1 ci•.~~~.~atzon i.n G?-~e Cac~.x~~.y o~ Bu'~i.e, State o~ Ca~ iforn~a, PASS~'i~ AND ADOPTED b~ ~he R~~rd af SupErvisox~s of ~h~ Coun~y of Butte, S:~a~.e af Ca~iforn~a on vh~ I~~a c~ay of ~y , ~9~<< , by ~h~ ~o~.~,o~~.nb vate: A.Y.ES °~up~rv_so;s Camerar~, G~~.r~~r~, ?~dd, . i~gc~{zi? ap anc~ C~ai_rmarc ~•ia~iaan. ~taES : ~~~.~ ~ ~ . ABSE~I'I' a ~:on~ ~v4T [~OTx~~G: ~~n~ ~ i. ~ ~. ) ~ r~.r~;: , ~ ~.c~iv , ~.rz ~t ~ ~n ~ o ~ '~-C Cle ~d o~ Sup~r~T~.sa~ . ~ ,AT~: ~T : ~ a~~K ~~: z~z~so~l, cQ~~ry c~~~k ~~~~ e~-af~3_~xo C1.er.?~ o~ the ~~ax~~. B ~~ ~~~' ~~ Y ~.-~~+.~~ . _ ... _. .._ ...~ i ~ ~~ .