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HomeMy WebLinkAbout973air n 9 10 11 12 13 14 15 i6 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ORDINANCE NO. 973 AN INTERIM ORDINANCE ZONING A PORTION OF THE 1 COUNTY OF BUTTE, STATE OF CALIFORNIA, PURSUANT TO ORDINANCE NOS. 475, 522 and 676 OF SAID COUNTY ~' The Board of Supervisars of the County of Butte, State of Cali- 3 fornia, under and pursuant to Ordinance No. 475, being the Zoning iEnabling Ordinance of said County as amended by Ordinance Nos. 522 and 676, DOES ORDAIN ds follows: 4 SECTION 1. The l~~reinbelow described areas, situate in the ~~County of Butte, State of California, shall be and are hereby zoned g as "S-1" (Minimum-Density Suburban Residential) and "R-3" ('Mledium Density Residential) Districts. Such areas shall be subject to the 7 restrictions and restricted uses and regulations hereinafter speci- 'fied and provided. Said areas so zoned being located in the unin- 8;corporated area of Butte County, north and west of the City of ,!Chico, California, particularly described as follows: As shown on map attached and as shown by map in the Office of the Butte County Planning Commission. SECTION 2. REGULATIONS FOR AN "S-1" DTSTRICT. The following regulations shall apply in an "S,-1" District: 2.1 USES PERMITTED: a. Single-family dwellings, nat including tents or trailers. b. Accessory buildings pertinent to the permitted uses. 2.2 AGRICUT,TURAL USES, EXCEPT LIVESTOCK TdHICH ARE SUBJECT TO THE flowing requirements; a, For ~aeh horse or head of cattle over one year, one acre. b. For each head of swim.over ten (1Q) weeks of age, one acre. c. For eag,Y~ head of sheep or goats; one acre for the first head and one-half acre for each head thereafter. 2.3 LOT AREA REQUIRED: Minimum .lot width shall not be less than eight thousand, one hundred twenty-five ($,125) square feet. 2.4 LOT WIDTH REQUIRED: Minimum lot width shall not be less than sixty--five (65)feet 2.5 FRONT YARD REQUIRED: Minimum front yard shall be fifty (50) feet from the center- line of the road, except where the road is classified by the County as a Federal Aid Secondary Road, the minimum building setback requirement shall be fifty-five (55) feet from the centerline of said road. SECTION 3. REGULATIONS FOR AN "R-3" DISTRICT: The following regulations shall apply in an "R-3" District: 3.1 USES PERMITTED: a. One-family dwellings, two-family dwellings and multi-family dwellings, not including tents or trailers. b. Accessory buildings pertinent to the permitted uses. c. Household pets (but not including livestock, poultry, or poisonous reptiles). 3.2 LOT AREA REQUIRED: Minimum required area of a lot shall not be less than eight thousand, one hundred twenty-five (_8,125) square feet. 3.3 LOT WIDTH REQUIRED: Minimum lot width shall not be less than sixty-five (65) fee . 3.4 FRONT YARD REQUIRED: Minimum front yard shall not be less than fifty (50} feet from the centerline of the road, except where the road is classified by the County as a Federal Aid Seconelary Road, the minimum building setback requirement shall be fifty- five (55) feet from the centerline of said road. 3,5 SIDE YARD REQUIREMENT: Minimum side yard shall not be less than five (5) feet. 7'. 8. 9; 10 11 I2 13; 14 15 16 17: 18 19 20' '' 21 22 23 24- 2;5 26 2'7 28 29 30 3.6 OFF-STREET PARKING: Off-street parking shall be provided on the basis of one parking space for each dwelling unit. 3.7 THE FOLLOWING USES SUBJECT TO SECURING A USE PERMIT IN each case; a. Golf courses-and country clubs. b. Public and quasi-public uses including churches, firehouses, hospitals, parks and playgrounds, schools and public utility buildings. SECTION°4. All uses of land within the Districts not specific- ally authorized or permitted under Sections 2 and 3 are prohibited. SECTION 5. Tn compliance with the provisions o~ said Zoning Enabling Ordinance, the same is hereby amended by ~:dding to Section 5 thereof this ordinance in full. SECTION 6. For the immediate preservation of the public peace, health and safety of the area hereinabove described, and the residents and inhabitants thereof, it is necessary that this ordinance take effect immediately. A declaration of the facts constituting the necessity therefor is as follows: The adoption of such interim Zoning Plan is necessary in the public interest, to maintain the status quo in such district, pending the determination of the applicztion for such permanent detail zoning. SECTION 7. This emergency ordinance shall take effect immediat- ely upon its passage, and before the expiration of fifteen (15) days after its, passage shall.be published once with the names of all members voting .for and against the same in the Chico - Enterprise , a newspaper published in said County of Butte, State of California. PASSED AND .ADOPTED. by the Board of Supervisors of the County of Butte, State of California, this 9th day of April, 1968, by the following vote: AYES: Supervisors Dunaway, Howsden, McKillop, Pryde and Chairman Maxon NOES: None ASSENT: None LVLY L•SCL[SVLY, \.110.111410.13 V1'I.LLG V0.1YA Supervisors, County of Butte, State of California 31 ATTEST: JESSIE ROGERS County Clerk and ex-officio Clerk 32 of the Board of Supervisors of the Cou~nty~ pof Butte ~ ~/ /~ ep~y ~~er ~% f ~ 3• i_ I 17' ~ 17• I , HINGE!, - HINGE { POINT ~ ~ .. p o~ -- 2 % + ~~ POINT J- . - -- 0.50 ~~ ~~ SUBGRADE 95 % COMPACTION -~~ ~ 4 ~ CLASS II A.B. I i/2~~ MAX. /~~2,~~ - 2°CLAS9II A. B. 3/4" MAX. o NOTE: 60~ Minimum R/W ridfh. - DOUBLE SEAL COAT N O MAJOR ROAD HIGH DENSITY-LOTS AVERAGE LESS- THAN 100 WIDE .I ~ ~- SUBGRADE 90% COMPACTIONS 4`~CLASS II A.B. I I/2° MAX. I 2`~CLASS II A.B. 3/4° MAX. p NOTE : 60~ Minimum R/W width', DOUBLE SEAL COAT n O LOCAL AecESS ROaD MEDIUM DENSITY -100' LOTS AND LARGER o. `SUBGRADE 90% COMPACTIONS 4°CLASS II A. B. 1 I/2° MAX. 2°CLAS9 II A. B. 3/4" MAX. NOTE ; 60~ Minimum R/W ridfh DOUBLE SEAL COAT MINOR ROAD NOTE: (I) Aggregate Base composition may vary from a lesser thickness to a greater thickness if engineering studies and design are made. (2) Type of Aggregate may vary if engineering design and economic consideration warrant. (3) See Subdivision Ordinance for alternates to these drawn standards. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TiTi_~ RURAL -HILLSIDE MOUNTAIN RECREATIONAL ROADS scAle : i" e'-a" 3` 16~ 3` ~'~ HINGE BINGE POINT POINT II -2%-+ O.SO~ L - ~ ~ ~~2 . ~SUBGRADE 90% COMPACTION-- ~ 0 ~ ~ ~ 4° CLASS II A. B. I I/2" MAX. 2° CLASS 3 A. B. 3/4° MAX. N07E: 50` Minimum R/W width DOUBLE SEAL COAT NO PARKING ALLOWED ONE WAY LOOP ROAD SCALE I° = B~-O~~ R/W VARIES-60` MINIMUM i~o HINGE ` '"~ POINT I ~ 3` 2` ~_12'-'--- 2 ~ 3' I ~ ~__ _ 2 % ~ ~ i /POINT gyn. ~SU BGRADE 90% COMPACTION O 4" CLASS II A. B. 11/2° MAX, 2" CLASS II A.B. 3/9~~ MAX. DOUBLE SEAL COAT 0.50 NO PARKING ALLOWED ONE WAY ROAD SPLIT LEVEL SCALE i ° = 12 ` - O° HINGE POINT ~~ 2~ F ,•._.,-,°. I•.•-~'----•.+'~ 2~ HINGE f'3'{ ~ / POINT 2 °/ ~ t' 0 n 0 2'COMPACTED EARTH SMOULDER COUNTY OF BUTTE. DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TITLE RURAL -HILLSIDE MOUNTAIN RECREATIONAL ROARS SCALE : AS sHOwN 40~ FACE TO FACE ' I ~- t- SUB~_~ NOTE : 60~ Minim NORMAL CONST. ROLLED CURB. SOME GASES VERTICAL CURB. ~% COMPACTION ~ 4~~ CLASS II A.9. \` I I/2~~ A.C. SURFACING f MIN]MUM ?F im R/W Witlth. FOG SEAL / 3F SUBJECT 70 ENGINEERING ANALYSIS MAJOR ROAD LOCAL ACCESS ROAD (OCCASEONALLY} 40~FACE TO FACE 36~ -2% -~2% ~ SUBGRADE 90 % COMPACTION ~ 4° CLASS II A.B- I [/2 ~~ A.C. SURFACING ~ MINIMUM - ROLLED CURB FOG SEAL / NOT£ : 60~ Minimum R/W viAth. .LOCAL ACCESS ROAD 36~FACE TO FACE 2.5~ 32 ~ 2.5~ 1 ._"~T.- ~ I --- -- i ~SUBGRADE 90% COMPACTIONS 4'~CLASS II A. B. 11/2 ~~ A.C. SURFACING ~ MINIMUM N07E : 50~ Minimum R/W ivi tlth. FOG SEAL / MINOR ROAD CUL-DE-SAG ROAD NOTE If within the Urban Limits as designated on Appendix I of the Resolution , the Standords of the adjacent City shall govern. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TITLE URBAN SUBDIVISION ROADS scaLE : I" = a' - o" 3' 18' ~ 18' 3, __~_ Hinge , Hinge ~ i Point _ -2% _2 c~, --r Point 0.50,- . _ ~----~'--°..."' ~_-_~.- -. Z~__-~..___. ~.W'___-------- ~ ~- SUBGRADE 95% COMPACTION/ 4~~CLASS II A.B. II/2 ~~ MAX. -~` 2~~CLASS II A. B. 3/4° MA%. u~i - DOUBLE SEAL COAT: o I' GRAVEL SHOULDERS GRADED DITCHES MAJOR ROAD UP TO 100' L075 ,AVERAGE FRONTAGE IN SUBDIVISION -_______ 30~ .___ ~ ~ Hinge ~ ~ IHinge ~ . ." ".' POint - 2 ~ -- -- ~: ~ - _ 2 % -y IPOint~ __..._..~----- --- - : : 0.50 f ~ I E ~ADE 90% COMPACTION ~ 4~~CLASS II A.B. I I/2° MAX. ~~ii t~- 2'~ CLASS II A.B. 3/4 ~~ MAX. n DOUBLE SEAL COAT. o I~GRAVEL SHOULDf RS GRApED DITCHES LOCAL ACCESS ROAD LOTS OF 100' TO 300 IN WIDTH ,AVERAGE is' 3' I, 12~T- 12' ~.•~ Hinga ° i - 2 °/~ tHinge~ Point point - - 2 /o i 0.50, ~._,. _ ----'...'~_._.~...._-_ ----- - - __ SUBGRADE 90 % COMPACTION J ~ ,~ 4" CLAS3 II A.B. I I/2" MAX. 0 2~~ GLASS II A. B. 3/4° MAX. DOUBLE SEAL COAT. 1~ GRAVEL SHOULDERS GRADED DITCHES MINOR ROAD LOTS 300' WfDE OR LARGER NOTE so' Minimum R/W width COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TITLE RURAL-SUBDIVISION VALLEY TYPE ROADS scaLE i" = e' - o" 40'fACE TO FACE 3 _O~~ 35' - +3_0~~~ I SUBG RADE 95% COMPACTION BASE-CLASS II AGGREGATE. THICKNESS DETERMINED BY "R" VALUES CORRELATED WITH TRAFFIC INDEX. 6" CLASS A A. B. (MINIMUM). 2" A.C. SURFACING -MINIMUM. NOTE : 60' Minimum R/W ridlh. FOG SEAL. NOTE (i) Width of Right of Way and Pavement to be tletermined by eonsulta tiort ri}h Department of Publie Works , with proper consideration given to the Maeler Plan and other Planning eoneide ra lion. (2) e'~Curb and Gutter Required. ~ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS I TYPICAL SECTIONS FOR TITLE COMMERCIAL-INDUSTRIAL SUBDIVISIONS scaLE i" = s' - o" W 2 J 3 K 50~ Minimum R/W ridih 3~ I.~ 12~ 20' i_2 5' Hinge Point I ' ~ I I{ .1 - Z ~° - 2 °~ ,--- 1 ~~ ~. `SUBGRAOE 90 % COMPACTION O N O NOTE: Construction requirements vary with location of subdivision. Parking curb side only. W I JI ¢~ COUNTY OF BUTTE DEPARTMENT OF PUBL(C WORKS TYPICAL SECTION FOR TfTLE FRONTAGE ROADS sca~~ I" e' - o" E 3~ 20~ ___ _ Hinq~ h i ~ Paint Hinge ~ ~._- - 2 ~ ~. - 2 % -- Point' .. _. Graded 20` Section 15% Grpde Max, Base and Ppvement optional. Culverts and Drainage siructurs Required. I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS I TITLE TYPICAL SECTION FOR 10'- 0' VARIABLE 6" 2`-0° 4=0" MIN. RUN TOOL FACE OF PLANTING AREA CURB OPE 14" FT. ---.- ///_///_%i/~///~ :Q'--'o-.:::pet:•:7c:::.,~:::.n::;:_n>.:;:~a~:- -::::-•:.. //~j// ii/- ..:...... : :i:': '' "" ~ rSa: : f aY~ PROPERTY LINE ~rv:z:..•x,_':_::. :.; ~ r... ~ /ri~ rn• 7 = td~ ir ~ 2" SAND CUSHION ON ADOBE OR CLAY SOIL FOR CURB @~ GUTTER DETAIL SEE COUNTY • OF BUTTE STD. S-2 . 9 h NOTE: Commercial Driveways S~~tl~~ ~~1~'~l ' ~ To Se 6 Thick STA6'D~~® ~EFtTIC.~L CUE~~, CUTTEI'Z ~ ~iDEi;~~~? ~ • -~ lo'- o" VARIABLE 12" I'-6" 4 -0' MIN 6' RUN TOOL FACE OF CURB PLANTING AREA SLOPE 14'~ FT. -~- P:~:.. PROPERTY LINE ~<'':::~; ~~'*~~"~•~'`•'` /iJw~ jii=riielii /ate/a ~~~ 2" SAND. CUSHION ;~~OVry S~C$[t96~ TFDO'®U~j~i SOIL DOBE OR CLAY FOR CURB & GUTTER S TI ~ i~ ®A I~® R I ImE ® C UF'~~ ® T I U T ' ° ~ OF B UTTE STD. 2 S EE / ± ~ap y p e~ ~ o d * V V t 1 Ef7 ~ ~71D~~~dP•1!~#~ NOTE: Expansion Joints SCORE LINES NOTE: Distance Between Score Not To Exceed 4'-0" Linea Not To Exeed 4~ ' 60 Feet Apart Feet In Either Longi - tudinal or Transverse Direction • 9j•'4i ~ \ ~.\ 1 ` o;. ::;~,~ JICI~EHQI~S ~~~AIL •• STD. P.C.C. CURB & GUTTER Score (_IYi^5 COUNTY 0~ BUTTE DEFa'~RT~~tEf1~T OP PU~;LIC d~JC~~iS STa. VERTiC~RL ~ ~®~L~ED STA~IDABO PdC. S- I TITLE CUi~13 CSUTTI=R pmt .~i©E~~JAL6C A ~ SC LE - NONE SECTIaN ROLLED CURB & GUTTER I-LIN. FT. _ 1.44 CU. FT. 6• 6" 18" FACE OF CURB •e' FLOW LIA I ai D' -4 2 4 I L . o .>r.. _ ~. -`O 4 • .I"BATTER ~ 'Q .4' _ d _ d_. 'p: Q. 12" -~i "-~a 2`- 6" 6" I" 1`- II" I°R FACE OF CURB SECTION :~ •: FLOW LINE 1ERTICAL CURB •• _ '•~~- z'R 1-LIN. FT. = •..Q_ _'': ti,~', `9 •.~ - •. 1.46 CU. FT. - °' •• •' •~ •~ - ~ ~ •~' NOTES 4ERTICAL CURB EI GUTTER TO 8E USED AT ALL CURB RETURNS. I/4° EXPANSION JOINT AT BOTH ENDS fl MIDPOINT OF CURB RETURN. 5 2• VN\~0~`~ . of '~ •`•`. 4„ ~i _~~u ( F ``- ~- _~ JN~~ - 1/4° WIDE EXP. JOINTS ° OQE MAX, INTERVAL 24` I V ' ~ 9 I/8"SCORED CONTROL I G` ~OP~O JOINTS-MAX. INTERVAL 24~ DOE DETA[LS OF TRAN5ETION FRORA •'~ ROLLED CURB ~ GUTTER TO VERTICAL CURB 8i GUTTER AT CURE RETURNS GOUNTY of DUTTE ~ DEPARI°MENT OF PUaLIC V'JORKS STD. VERTICAL . AND STANDARD N0. S - 2 TITLE . ROLLED CURB ~ GUTTER SCALE+ I.Z~~ = I'-0" ft Sfreet ~ I J I ! GUTTER LIP GUTTER hIP 3 I c I ~ i bl V o. I 3 o ar a e I I ~ Curb Face I Vertical -type Curb I i ! Bock of Curb ~ 1 I Back of Curh ~ I I _ I o Transition from Vertical o - ~ "r to Roll T e Curb Face ?`- ~ ~ I i ~ E r , yp , ------ ~ i ion Joints a Expans I ' I ~ L 5 I ° o~° G I o s 2'-0" - I 2'-0~~ ~m t $ e-o, o'o E 6r I ' ~ o~ ~ 1 Apron , { Apron i I i I Verfical Curb __ ___ ~ Flow f Valley - Vartical Curb E --- -~-`~ ip Gutter _ ^` "-° FlFlow ' -~ FEow 4.. Ex P. Jt. i Q~Exp. Jt. 4~~ Expansion Joints ~ , (See Note) ALL APRONS SHALL BE NOTE Vertica] Face Type Curb CLASS ~~A~~ CONCRETE 6~~ shall be Used on Ail Sfree#s THICK THROUGHOUT ~ Any Portion of Which, Intersection to Intersection,Has AGrade of 3% NOTE Expansion Joints Shali or Greater and at All Curb Returns be Placed at Each End of at Street Intersections. Valley Gutters and at Mid-Span • Perpendicular to the Longitudinal Axis, and at Both ends of All Curb Returns. 5'-0° R=1" } R=1'~ 0 A A 4 • G - " -~ - 2"Batter --p- Class A 8 -~-2" Batter - . ~ - ' D,' ' ' Q' ~. - -. (65ks/Cu.Yd.) • •A• •Q• .4.. p '4 6 d 'v, •o 'Q _ • • • a O e~ p - 'p - o o -'a ',-p-. . ' , a .d • - v ; 6" C. R.B. or Equal on Adobe Soil , ' • _ .•o'. 6" (//= /// = /!/~ //!~ ///~ /ri ~ r/i_ /i/~ /ri.~ ii/ _ rifer rr/~ ri/G iris it/.J rr/ TYPICAL CR05S~GUTTER Scale: I"= i' - . 000NTY OF BUTTE - DEPARTI'JiENT OF PUDLIG •1~IQRKS STANDARD VALLEY GUTTER STANDARD N0. S ~- 3 I T TLE Typical Cross -Section Typical Intersection Plan SCAL£ : AS swowN ~plNt ExPA~51pN r ~i pU~q, ylpN ~pINT ~= yL~tyGT ExppN ~~ ~,;E ~ AN`'ip~ P l } ~+k~NN NA ~j~E ~T f I ~liii~~1~% t ~pld~ROL ~!1 - ~E~G~~ URA G I"LIP 4'_ . . .G• • '•y R• 4" Exist. Gutter ,O. '-`~ Q•-• ~°•• ~ SECTION TI-tE2Ol1GH DRIVES"JAY A"JAY f?PROACH 2"SAND CUSHION ON GUTTER IS EXISTING OR ADOBE OR CLAY SOIL POURED SEPARATELY of ~ U1 ~p Nlyt~ fllR 0~'~ NOTE: MIN. DRIVEWAY THICKNESS IN SINGLE FAMILY RESIDENTIAL AREAS SHALL BE 4". IN ALL' OTHER AREAS IT SHALL $E 6" CURB HcIGHT SHOULDER LENGTH RAMP LENGTH 9° 38" _fi -O" I O ° 38" 7'-0" II" 40" 8'-O" 12" 40" 8'-O" NOTE: SHOULDER LENGTH 60°FOR PARKING LOTS W[TH MORE THAN 10 PARKING SPACES. SIDEWALK WIDTH VARIES --R-1--6`~ RAMP LENGTH I ~-~ 24"°~ t3 alo P.~4,'d~: SE_DPE COty~?"J;EF:CiLE D/V! a~/FT. SLOPE - - -- CURB '~ :. ' .-G : • - . ' '."a HEIGHT . . ~ ~ 'd u • . I BATTER ~1'~R '- _ , sECTION TPiROUGN • . DRIVE4"JAY APPROACIi " 2 SAN D CUSHION ON APPROACH AND GUTTER ADOBE OR CLAY SOIL POURED TOGETHER COUNTY OF -BUTTE DEPAFtTNiENT OE PUBLIC ~!t?RKS STANDARD STANDARD N0. S - 4 l _ TITLE DRIVE~~lAY APF'ROACN SCALE : NONE ~ - FLAP GATE TO BE Q ARMCO N0. IOC OR EQUAL. No. 4 BARS ~a 12" Centers PLAN VfEW o _r N PIPE HEADWALL VARIABLE DIMENSIONS DIAMETER WIDTH SLOPE = I ; I SLOPE = L5 ~ I SLOPE = 2 ~ I ~~Z~~ ..X.. ..Y.. .. X.. .. Y.. ~~X~~ .. Y.. © D+2~-4~~ D+2'-G" 0+2"-fig D+2'-b' 1.5(D+2`-fig? D+2 2(D+2~-6") 8° 3~- 0" 3~-2" 3~-2" 3'-2° 4 -9° 3'-2" 5 -4" 10" 3~- 2'~ 3 --4'~ 3'-4" 3`-4" 5`-O° 3~-4" 6'-8~~ 12" 3'-4~~ 3'-6° 3'-6" 3'-6° 5~-3° 3~-6° 7-O" 15~~ 3'' 7~~ 3- 9" ~3'-9` 3-9' 5`-72~~ 3-9" 7`- 6" 18" 3'-10" 4-0" 4-0" 4'-0~~ 6~-O' 4-0~ 8-0" 21° 4~- I" 4'- 3" 4~.- 3° 4'- 3° 6`-4~" 4,- 3" 8'- 6„ 24" 4 - 4~~ 4 - fi' 4'- G'~ 4 - 6' 6'- 9 ~ 4~- 6 ~ 9'- 0~~ 27" 4 - 7" 4~- 9" 4 - 9" 4 - 9~~ 7'- L~ ~~ 4~- 9" 9 - 6" 30'~ 4`- !O" 5~- 0' 5~- 0'~ 5 - 0'~ 7'- fi ` 5'- 0' 10'- 0'~ Q ~ COU1dTY 0~ BUTTE DEPARTNiE~dT OF PUL3LlC br~ORKS STA~fDARD~ I-~~ADE~JAL.L STA~fDARD (~0. S ---5 TITLE STRUCTURAL DETAILS SGALE ~ 3/4 ° . = 1 `- 0 s~C7iow A-A - - ~ AHCHOR BLOC'__ ~~ '~' ~ - - ~m ~B~ ^--~ 0, OEP:.RTI?TNT OF~FUBLK: Y.'JRKS S-6 .. ~" ,. ~ ~ ~...~ I . - ~~_= ~ I ' T ~i~~~ d T:.' I::.: i ~ 3 ' II ~ ... : - .d ~ r ~gi = ,ice y.~4'-;h' .._ DEPTH li. `d Yi.R IA9LE -...- ~.; 7. ,:,: .O; `Q mlc i:'~>' Wa ~ ~ .~. ~:l N ~ , '.C . II.9. ~~ ~:: 1 z ~ l:o~. ;~ o N ..1 .:'D~-7 v Q =~C~~ ~ 5 N firtt"' m~.o'..a.'.•`.G. ~3: 7 t ' p !1 P.'. :G. ~ .G. ~ ~ .P' . 'pJ =tl scALE ~ zs 3~ 3" o ° -o N 31 2" m c~ 25" ~ o 0 12 z- Q ¢ ~~---_ N-_~ 9 LZ I ~~r------,1 I^~~ _ .. -IN ~-IN II D ` II - - - - - - ~1 - - ° ° - - SECTION ~B' ~B~ NOTE: FFA~SE 8: GRATING ~'''~ 1 SHALL CONFORM TO PItittERTON FOUNDRY TYPE A-279 OR EQUAL A A.S.T.4. SPEC. A-49 ?~.'' •,~: .•:: d.:-. ~ y.; •~'d '•'.~ -D:. ,a.. E.: ~.9.~~ .. .. ••p~•~~ -~~d~-~~ ~~~~ - ~p:,, _ !~'.9: i~ .'. CLA55 25. - ~~ n~~ --~. ,.: ~ ~•~~~~~••~~ NOTE: k'HEN USING STD. ' ° D:•~~~:A•: t%a• :°~;4.:~"e. ROLLEC CURG O GU TI'ER~ _ . 4:ARP TO YERYICAL CURE 6~ £ACH S1CE OF D.1.. - _' - SHAPING -OE INVERT W',Eli USED FOR Fi. H. - r~~ ~:~~~~r .~~ ~ cou~v-rY or= ~uT~~ ~ ~~~ 94~tn~~~s . ~~~~.~F~ ~J~~,~t~~t~~ G~i'I,. ®IZ~i' ~~L.~ 1 ° ~± c ~•- J I~~QSy1I~D IV~. ~'"~. ~7 . - - TITLE F~~r~~~ ~ ~~fl.~~ e~~ ~~~~i~s " t I~ - O" SCALE - a n - } AMCHOR ~BLC _ r LL _ ~I_ I`~ I~ `e ` Vl.RIABLE~ , t, ~ w .4.••0 ~Q. Q fI1 ~ ~. I N ~fl Z O ~' Z ~:1. .0. M ~ ~ ~~ ,.I 4T• D O . •- ' Fv ~ ~'d ~... ~ U7 .a. .... A-~ -YII NO SCALE ~ -+--, 37 8° - c o o N - 48° ._ N N 38° 0 0 0 0 _ _ _ _ ___ _ _ _._~ ~ g - ~~ 'N'N it ` m ___~..._"a _ _ _ __ _^4E :y :f"• ' .p ~J1~a: - v . D. gbOC,f. ~a' ~• ~O~ ::..~~a:. .PAC :b SECTION ~B~ X13' ~F~ R - HF,PGJ,~gG r 0 s.. G,tQ1~ ~ `~A6 v 't'.' '.; Q. - _ NOTE: FRAh'H 8 GRATING L•~ SHALL CONFORM TO ~PINKERTON FOUNDRY ~~.a. .~: d~.:~. ~ ~ ~ ~ pig, TYPE A°-279 OR EQUAL 0:,•p`.ld;.:":. ~°'•- -~''• - B A.S.T-h1. SPEC. A-48 '-6"~5:7:•~~~'d~" d .. CLASS zs. ~s:'• °.';'a•'' `•: q?;o: - o, o.. . _Q.. .! NOTE• 1YH£N USIH6 STD. :o. •'-•• '::~: -:•o:":~~q. ROLLED CURB Li GU7TER~ ~ ~ - ~~ --~ ~-~ -...... 1YARP TO VERTICAL CURB SHAPING OF IHVERT 5~ EACH SIDE OF D. 1.. ~ ~ YlHEN USED FOR M. N, ~®E~6~°I `( ~~' BUTTE ~~P~•~~ ~~~hd E ~ 0~ PU~L(C I~~JO~dE~S . S'~~,P~A{~D 361t D~~~ I[~11_E7 STAI~~D:~RD NO. S °' 7 • TITLE ~~~.ibi~ c`~t. ~2~'l~~~~~ ~~~Q~<.J • I SCALE - NONE L.-. I --- --- -- \ m 13/4' X I/2' SHOULDER ~T~~~1 _ d F _ F I/2~~ Q x 2`-0° rods across opening ~~ P~.QN r- /2°s II/2°recess shoulder - for grate or plate. Eiepation of tin[shod .grade of edge - ~- 9r of pavement or shoulder 2 - 4 over opening #4 at 12" both A~• •, ~ I1/2°clear ; ~}D - ~ e~ •• d• ways only i4 :. , p H exceeds 4`) I l/2 `clear e ." . ; I/2`x6° gale. boRS ( ~ 'P :'• 6'.I ~ ~Id ••; %I B" `x- '~ •:, ~ I ; -p.-~. `~ :pa .. 4 at 12 A, s - : (only if H io i • ;a.: '••;5- SIoPO floor ~~°:. • -; ;';'i.. -' 4:I ' II/2"per foot •' " A•. I ,b-~; Slope floor , .;~ Q ; to pipe flow • •':.- 1/2" per foot • • :q - ' : line -ld. .o ~: v:: •..:~ : .. -.. ~ 4•.•. Keyed construction ~ - - join} optional: I/2'~ dio, x 2`- 6° rods - Ceross opening when _ height of opening - exceeds 0'-8" - SECTfON ~ - E SFCT~ON F - F COUNTY OF SUTTE DEP~RTPy1ENT OF PU•C SIC WORKS i STAE~DARD 1VO. S - 8 rj~(.E STD. TYPE 'rCl` INLET sca~.~ . i/2 ,,: i,~ o,~ 2° TYPE °8" A.C: WITH SEAL COAT-SEE NOTE BELOW - t - - LIoo vl.°d °oe-o °o 1+12" 12°-~ - I-~12° 12 B" MIN. CLASS "A`~ 6" CLASS II A. B. MIN. P.C.C. QR 3 A.C. ON 12° CLASS II BACKFILL AS BACKF]LL AS A. B. MIN. PER N/O~T~E~BELOW PER NOTE\BELOW /l \\ // l\ r TYPE A iA~IPROVEO ASPHALTIC CONCRETE OR PLIANT k1iX CpNCRETE ,• 8° MIN. CLASS °A° P. BACKFiLL AS . ~ PER NOTE BELOW -TYPE C PORTLAND ~CEh~ENT CONGRETE 'STREETS TYPE e [P~PROVED ARP~OR COAT OR SEAL COAT STREETS 6"CLASS II A. R. MIN. 1+12° c •12`~-I 0 TYPE D UNI<E7PROVED STREETS, ALLEYS OR EASI:jV~EtVTS NOTES: All work shown above shall conform fo fhe applicable sections of the standard specifications. AEI' excavation within public right of way shall be backfilled in accordance with section 19.-3 of the standard specications. Area adjacent to the trench shall be Left in a condition equal to ar better thon that existing prior to construction. Seat Coat -Bituminous binder shall be. covered with either sand or screenings to match existing surface. COUNTY OF BUTTE D~PARTf~1ENT OF PUDLIC ~IOR~CS TYPICAL DETAILS OF S"TANDARD NO. ~ -9 TITLE PAVE(~~ENT I~~PLACEI~EN'T -~- AND BAC~FI~.L. REQUII~Eh~ENTS scALe : e" = I' - o" BACKFILL AS PER NOTE BELOW MIN..DF 3 ADJUST- - ING RINGS =E2~~ FILL FLUSH WITH TOTAL r • -,.r MORTAR. . v , SEE STD. N0. 5-14 n , ~?' FOR FRAME S COVER ,.~ •„d DETAILS' ~P, p v;' 24"D+~ P•D, 2• CEMENT PLASTER ?' ' D: INSIDE BOUT i p , T I PC. REINF CONC. "P ~~ ' ' t n TAPER SECTION 4 O- ^' D ~ b • P '~ ~ ~ P ~~ p. ' 14 .. , d A 9 `,> ti n 9 ~ P• .P ~ '.D D°n m ~ REINF CONC. Q •y: 'pv PIPE SECTIONS ~ : ~ '. Q ~ .Q p STR ^~ ~_ ~>L n m I Q .D •D `D: p~D,~ De ~^. V, 4••r +~ ,D~~-OE 1„~, D`, I+•D•4`CLLCLCd V^ ~~rgv'e -0 +~ 'de p~~Qv ,Dv a`7 Q~',Oio~ ,`_4.•4..4 ~~~ ,P ,p~q/. a~p,'4~pa. ,'r.~^~^p_•p,`,~•p~ =Tm ~D, ., D-0-.4,~'d '` A•~.qy-D~,~~ .D fir` ~. ,rya'" C~°~~ "V~ '(O ~Q `"p "„d ~p ". P. ~~,"~°~.D •P',4.p nq,. •'P'.~7. `.D ~D. +1D ~~ E ' PRECAST CONCRETE ~ BRICK '3ARI.F nF flIMFNIS1nNS" M.H. SIZE A B C D E DIAMETER 36° 3i'~ €2" 55" 64~~ ~, 42•• 4" 24" 62° 70" ~~ 48" 5'~ 30`~ 70~~ 76" :.oF TALL BREAK AWAY TOP V4 OF PIPE h•: ';~~IIII ',l ~;~'i.--: '.€ ~ +'f c1 TO BE FABRICATED OF e" - _ _ - _ -I~ I!"' " STEEL ROD !a GALVANIZED ___~~-~:=:_.-_.,._~ .o;°.~:: STEPS NOT REQUIRED UNLESS °;~v;?~'a~e's'c;-a'd°•4'~, -0,°„t~~? {;p5•„'4~D,">:~ia~. SPECIFIED IN SPECIAL PROVISIONS SECTION OF PIPE JUNCTION M.H. - CONTIN000S THROUGH M.H. BETWEEN DIFF PIPE SIZES MANHOLE STEP DETAIL SHAPING BOTTOM' OF MANHOLE COUNTY OF SUTTE DEPARTMENT OF PUB~1C 1PJOR}<S STAiVDARD MANHOLE STANDARD S -- 10 TITLE PRECAST OR COMMON BRICK SCALE NONE NOTE= FOR STD. MANHOLE DIMENSIONS SEE STANDARD N0. S-10 , NOTE WHEN `A~ EXCEEDS 18`~ DROP TYPE f CONNECTION MUST 6E INSTALLED . ~: -• ' .G 'Q ` p; j 'p a ~~S'••a, ~'o• .A ,c ~ r:T COUNTY OF ~ BUTTE DEPARTMENT OF PUBLlC ~41ORKS STANDARD DROP MgNHOLE STANDARD NO. S - I1~ TITLE SCALE NONE `~ / • ` BACKFILI IN ACCOR- DANCE WITH TRENCH BACKFILI ®COMPACTION ,~ ` i ~ SPECIFICATIONS ~> KEEP SHEATHING \ AT THIS HEIGHT WHERE POSSIBLE ~ ~ ,~. 6° SHEETfNG DRIVEN BACKFlLL 6 COMPACT BELOW INVERT '` BY HAND TAMPING - SHALL NOT BE ~ - g I IN 4=6" LAYERS REMOVED ~ , ~ ~__ .' _ ~ 1! ~ a . rY E I ORDINARY METHOD WITH SHEATHING i~ ` //` \. TYPE 2 FOR FIRM SOILS 90 .e. •~;. .; C •o .A j: e. ~~ I TYPE 4 TYPE .~ tCRUSHED sTONE coNCRETE CRaDL~ TYPE 5 TYPE 3A (CONCRETE) • FOR MINI MUMUM FOR ROCK TRENCH BOTTOM , FULL CONCRETE CRADLE COVER CQNDITIONS FOR YIELDING SOILS START LAYING PIPE AT LOW END E, BUILD AGAINST DIRECTION OF FLOW DIRECTION OF FLOW F ii / _ 1~ ~ ~ ~_ / BOTTOM .SHAPED FOR LOWER . . • QUADRANT ,OF' PIPE; ADDITIONAL TAPPING EXCAVATIONS FOR BELLS SADDLE '~ ,~~§, „ '` f s`=' - 1 • Gfl ADE NOT LE55 ~. THAN 1/4 INCX PER. FT. UNLESS APPROVED _~__, 0lRECTION OF FLOW ~ BY DIR. PUBLIC WHS. q.~ `~ TYPlC;4i. • ~%' HGUSE LATERAL COUNTY OF BUTTE DEPAF2TMEPJT OF PUBLIC WORKS APPROVED METHODS STI~NDARD N0. S -12 • TITLE OF LAYING PJPE SCALE : NONE rTYPE 'B' ASPHALT CONCRETE (I/2"MAX.) -- i P.C.C. P.C.C. --12"~! t"'-12" ~- ---12" ~~ VALVE COVER VALVE GOVER LOCATED /N STREET OR ALLEY LOCATED IN EASEMENT FLUS~~NC ~oLE LOCATED /N STREEY OR ALLEY MANHOLE FRAME ~~- COVER - LOCA_TED /N EASEMENT - `r ~~~ : D: •~: ~. 6... 'SEE STD. 5-14 FOR CASTING DETAILS - . ~---:- h2" . \TYPE ~B' ASPHALTIC CONCRETE- (I/ ~ .1 - d / ~' •~C.C.' D. ~/ ' P' -., 12~~I :•N ::::::;:: MANHOLE ~..,';~:• 6 •_ .;.:-. ••• o`• D:~:: . FRAME ~ COVER - pJ0 D,g ~ A A PC. C. ° `~' 4' °LOCATED /N STREET OR ALLEY 12° 12" ~ , COUNTY OF BUTTE DEPARTMENT OF PUBLIC ~UOR6tS TYPICAL AAETHOD FOR STANDARD NO, S -13 TITLE , .SETTING APPURTEi~A~1CES SCALE : NONE 1" SQUARES,~~~ H1GH NOTE RAISED LETTERS ASS` ON COVER DENOTES SEWER MANHOLE; USE LETTERS `S D' ON STORM CRAIN M.H. 14 ° O.C. v - `~`` ^ C `-~ r~ ~ ^ ^ ^ ^ ~ I \~~~ l" DRILL 2 HOLES ^ ^ ~_^ _~ _ I ~ \~ ~- ~ ~ ~ ~ ~ ~ ~ ~ ;'~Rlss~ 11 I" PiCKHOLE p c~~ I I r t STD. 24" FRAME I 2~'F D wr b COVER Ek1PIftE FOUNDRY NQ $-6 OR EQUAL - I r 7~ 23".D-~ - .- q, t" Rle DIAMOND CHECKER 24" SIDEWALK. ToP of cOvER ~ FRAME ~ RAISED LETTER ' 1 ~ COVER SAME AS IN AB , ~~ ~~ •I DETAIL ~~~ •' ~ PfNKERTON FOUNDRY NO. A- ~~ ~ ii 33S OR EQUAL f~. ~' ti ` ' i I . $~ R18S ON ~ ' ' UNDERSIDE ' I I ° PICKHOLE n;\1 __~ \`-- - -I ~----- ~ -=-------~~I --------1 TER~E ~g~°i~~{.`X I~ BRASS HEX.HD~ i CAP SCR~EI"1 pN.C-2 DRILLS -K)Ai'G=2~ 3 HOLES EQiIALLY SPACED RADkALY i SPECIAL LOCKING ~ COV;=R - - ~_ ~•~~ COUNTY 0~' BUTTE DEPARTMENT OF PUBLIC WORKS STAN©ARD ~~ANHar`~ STANDARD N0. S - 14 TITtiE FRAME $s COVER DETAILS SCALE .NONE //~~\\ ~~~~ PLAN OF MANHOLE W/TH `SHALLOW " L/O 6""` 24 " 6„ l ~ - ~. ,- _- PLAN OF MANHOLE W/TH ' ECCENTR/C TAPER Is„~ 24" 46"I M~ I SECT/ON THROUGH `~ SHALLDfY `~ Ll0 ECCENrR/C TAPER COUNTY- OF BUTTE` DEPARTMENT OF PUB!_IC WORKS STANDARD BTANDARD NO. S -- ~ 5 TITLE Ni~1NHOLE DETAILS SCALE ~ NONE , ~ I i //// I i i I I A ~ MIQ I/li7 -IN .. I I" DRILL I z, i -L_ ~.~----- --_ -- - - -J-------- -- IJ A -~ ' 4•~X IZ,~ BRASS HEX HD. ~ --10.~ ~=--- CAP SCREW - 20 NC-2 2 WHEN !~UCATED. IN A i I.. ' PUBLIC U71L. E~,SEM1IEN7•••--•.-! - lOq--- _--- T ~ - -IN - rl~ ~ I ~`~~~ - - (1{ i _ j ,, . 5R ~ ~~. '1'_1 \ \\ SECTION A-A ~ .,0~ _ \ empire Foundry No. 5-27, ~'9, ' Pinkerton Foundry No. A- 223, Or Equal. " SFF STQ S•-!3 FnR A~'c rHOD OF lNSTALLAT,1O1V R R/SFR -C0~?rSTRJCT/O.N COUNTY OF BUTTE DEPARTMENT OF f'UBLiC WORKS STAhIDARD FLUSHING HOLE STANDARD N0. S - 16 TITLE ' C. I. FRAh~E ~ COVER SCALE 3'~ = I` - 0" NOTE When resurfacing road add riser ring between existing box & cover to meet new rood grade. RISER RING 2'~Min. SURFACING ~- "BUTTE COUNTY MONUMENT= _.: ~a -: C. I. COVER -I- ~• `' n°, `~~ ~ AGGREG. BASE ~ , • •. b+'~~ • ~ vC) ~' ~ •• ~ B° OIA ~ -a 4 ~ . CONC. JACKET C),rr'•.e ~ ~ '•• . ~ 10 q~ DIA , .~' 4,A '. ~•C7 POURED ON ..~~'r~ N ' . a• _ 'c~;,. r THE JOB. , . a / ~~ 8.. DIA .4 1 ' Ul . . o a' ~~ . - p 6"DIA. I.. :~:.e •. ••~ `` COLD JOINT (C p ' c. .,. \\\ . i ~ •~ ~ OR FELT PAPER. ~ °-i °_ a ' • • • • • ' 'e •'c' !4.' A' ~ a ~~ .~4~ ~ • ' • 4 ~' ' ~R:~•'-a \ . CONC. RING-PRECAST OR POURED ON THE • ~ u~/n~ ~ , y . .: '. .. ~' ~ . -- .. '{=;_ ,Una n JOB.' _ - a '°' ~' ' ' MARKER- . .. '. e•-. - ,~> d ~ p ~ FORMED WITH WAXED ' CARDBOARD OR SHEET a T YLIN ER Q ' ~ L • _ K, , , ME A C D . . ' ~ . , ~q ~ •' ' Q EARTH ~' a - PAONUMENT SECTION NOTE : Monument to be No.4TT valve box w/C. I. face 2. cover for traffic use..Srooks Products Inc. or equal. 13 z~ .~~~~/%/ ` I. '!f~ ,~~ ~ ~ ~ ~,~ 2 DIA. J 2"DIA. ~J.~-cs co~yTl 0 c ~' ~¢ ~CJcWORKS~ MARKER COUNTY .OF BUTTE ~ DE~AI~T~IENT .OF PUBLIC V`JORKS STANDARD STANDARD N0. S - 17 TITLE STREET SURVEY MONUM~N7 scALE : 'NONE TRACT ~ E' Min. LINE i -Ti~ , /4=252°10' 54" ~ ~ R= 29.50' / l- 129.84' .. w z - / \ Z J / \ 3 ~ ~ ~ ~ ~ / - ~ ~ ~ _ o: - ~ a> ~ N / \ - q=3 6°05'27" q=36°05'2 \ 7" ~ R= 2 0.00' R=20.00' L = 1 2.60' L = 12.60' 0] ~ F I ~ F m ~ ~ f~ > F f;: ~ 7 U U' C9 U IO.O' 20.0 20.0' 10.0' 30.0' 30.0' 60.0' NOTE AIf curve data is to face of curb. COUNTY OF sUTTE DEPARTMENT" OF PUt3LIC ~dORKS STAn~o~R© STANDARD N0. S _ IS 717LE TEMPORARY CUL'DE'SAC SCALE 1" = 10'- o" R/W LINE DATA CURB FACE DATA D=268°49'50" A=268°4950" R c 50.00` R = 40.00 L = 234. 59~ L= 187.68` v i' \_ / \ ~ ~ ~ ' \ / \ / ~ \ m \ a ' R/W DATA ~ / \ R/W DATA D=44°24`55" D=44°24`55" R= 20.00' ~ R =' 20.00` L= 15.50` ~ - ~ \ L= 15.50 ~ \ \ L_~.--_ ---- ----- -- ----~ CURB FACE. DATA ~ CURB FACE DATA 0 =44° 24~ 55" - d =44°24' 55" R = 30.00` R = 30.00' L=23.26' L=23.26 LIII~' Il(I . Io.D. 2D.D~ 2D.D` .D.O` 30.0' - 30.0` 60A' COUNTY OF BUTTE D~P~IRTMEtV`1- OF PUBLIC WORKS STANDARD STf~IVDARD N0. S ~ 19 TITLE PER{t9ANERiT CUL-DE-SAC SCALE !" = 20'-'0" GRATED COVER ~~ '.\ '~ SOLID COVER - - ~ - Y~ ~~<' - ~y-~. • - ~ ` !iti' `~\ i'~- _~ - i A BOLTED JO/NT~ -- - --- LUG -y !~ ~- LUG LUG-- ', r-LUG i m!F, c:. -o o- -.. ~ o .-. ~` SECT/ONS APPROXIMATELY 3 ~- 0 ~~ LONG ~ C •~~ ' o•~.~ --- ~•e S/DE V/EW END V/EW TABLE---------------------'---=------~0/MENS/ONS /N INCNES ' A B G. 8. /• 3/4 6 lO l• 3/4 8 /2 2 /O /4 2 /2 NOTES TRENCH DETAILS AND S/ZE OF FRAME,. WITH GRATE OR COVER W/LL BE SPEC/F/ED Dl's PLANS. NEENAH FOUNDRY CO. NO. 4999 A -O /NCLUS/VE OR EOUAL. _. .. COUNTY 01= BUTTE D1=PART1~lENT OF PUBLIC IrJORKS STANDARD STANDARp . NO. S --"20 TITLE CONCRETE TRENCH COVER FOR STREETS 8~ SIpE1~dALKS SCALE ~ NONE ,~ ~^-r-~ property line t bock aJF cub ~~ 5r o J ! i /IMPROVED LOS ANGLES ~ - ~ ~ TYPE HYDRANT ~ `• ~ m !, GREENBERG TYPE 53 GR ! s., ~ ', 54 GR OR EQUIVALENT ~ j ~; I D/RECT/ON OF DUTL ETS ! ~ ! VALVE BOX - C. L R/NG B I'i a COVER - SEE C/TY OF OROV/LLE rLrr~~c~ ~'• ~ ~ RISER WHEN STANDARD r ~ NEEDED 5/DEWALK ~"~~ _ -T~_rn_ o a o a ! ~.~•~. ~.' ~ f L r t !;' '! ~ 00 NOT REST 6"BURY ~ ~ ~-~,• !:_ ~~~~ CA5/NG ON VALVE 6 " TO MA/N ~~. BLOCK/NG ; - - --- - -1- -- -- - - - ----- -- -- ~ . - JM/N, 4 .CU. FT ~a~ ~-- ~- ---- - Ir - -" ~__ -- ~ _ II -- -`_ 6" GATE VALVE- INSTALL AS CLOSE TO MA/N AS PRACT/CAL INSTALL llV ACCORDANCE YdITH LOCAL UT/L/TY CO. STANDARDS COUNTY OF BUTTE DEPARTMENT 01= PUBLIC ~IOR6CS STAtvDA~D STANDARD N0. S - 21 rtr~.~ FIRE HYDRANT INSTALLATION SCA>_E ~ NONE r GREENBERG TYPE 53GR, OR 54 GR OR EQUAL. 4 z Outlet NST ~~~Outlet NST IMPROVED LOS Af`~GLES TYPE HYDRANT GREENBERG TYPE NO. 123 OF2 EQUAL. 2 i Outlet NST 4`~ Minimum inlet ~FdHARF HYDRA(VT NOTE = ~ ' (L) Each hydrant must be gated between hydranT and street main. (2) Each hydrant shail be placed in such a manner that the 4-" outlet or wharf hydrant outlet faces the street. (3) For easy access 1o fire engines, hydrant shall be placed within 36~~ maximum from curb or shoulder of roadway. (4) Tn area of prolonged freezing temperatures, barrel must lie of dry. type or protected from. freezing. (5) Hose threads on outlets to. be National Standard dimensions. (6) Hydrants outlet shall not be less than 18° or more than 25"above roadway level. COUNTY OF BUTTE DEPARTMENT OF PUBLIC V~JORKS STANDARD S IANDARD N0. S - 22 . TITLE FIRE H'YDRAIVTS scALE : NONE i Garage ~ i i;arage 7i I I 1 ~ - '- ~ - --- - - - E I~---12'~ i ~ ---i2'-•-'' R/W Lined '~ _ - - - - I - - - - - - - - ~ e ~~ ~~ ~ ~ n Hinge Pointl__----__-- ' - -- ------------ Edge of Pavement R=5' R=5T 12'~ NOTE: Property line at center line of driveway only when both owners use some driveway. 3 :P ~~_ -_ - _--a-~__- i~ ~'~ ~ n m, m ~ ~ ~ _ ~~ 'oa W .~ 09^.Y A J ~ ai / ` ~ Il _ in h / ,9 ~ }S 1 1 ' ~~ L - 1. ..r. - ~I II - aE51GN PATH OF LEFT 1 II - = ~~- d PASSENGER FRONT WHEEL ~~ L VEHICLE 1 I I ~ PATH OF OVERHANG 1 ~ ' J 1 r 8' ~ I IC I 8.5~ I PATH OF RIGHT' ~' I I I REAR WHEEL \~I' I . _.___~-_._I_. _. .. _.. .._. _ I I OTHER DRIVEWAY DESIGNS MAY BE APPROVED BASED ON THIS STANDARD Z 8' 3t~ - N Garage - ~ ~ ~R/W LINE O ~ ______ 1 FEINGE POINT ~____ - R-E R=5' 12, EDGE OF PAVEh1ENT NOTE: These Standards apply only when garage and turning area are near road grade 8~ near R/W. COUNTY 01; BUTTE DEPARTMENT OF Ft1BL.IC WORKS oRt~E~irAYS FoR STAN BARD NO. S - 23 TITHE RURAL -HILLSIDE IUtOU~ITAIIV RF_CREATIONAL AREAS scAl_E I" = zo' 2 0.0 I5.0 f0.0 8.0 6.0 4.0 z.a o S /00 y s ~ 1.0 w Pq 0 2 y R ' a is yfAR N 0.8 s i y QR O yF4R v ? S 4R yR 0.6 z 3 4R 2 rFA~,, r ~ ' e4R - 0.4 N Z w 2 J J Q LL Z 0 2 . Q Q . 0.1 .OS .06 04 . 0210 15 20 30 40 50 .60 2 3 4 5 6 8 f0 p2 18 24 ..MINUTES. ..- .HOURS .. - - ~ ~ ~ DURATION COUNTY OF BUTTE DEPARTII~ENT Of" PUBLIC WORKS' RAINF~41_L I~ETENSITY V. S. " RT STANDARD NO. S -- 24 73 ~~E 13URATION-DESIGN CI~A ~~~VII.~I; ~RE~ SCALE : NONE zo.o 1s.o , lo.o s.o s.o 4.0 2.0 ¢ 0 s X00 50 YFgq 2S yE qR q a I.0 - R ~O PF S 4 YF m O.s m gR ? 2 Y~c . 0.6 a gR Y N 0.4 ~ m r z ~ YFq R J J a a z , o.2 a rc O.I .oa .06 .04 .0210 .15 20 30 40 50. 60 2--. - 3 4 5 S e 10 _ 12 - IB 24 .. MINUTESHOURS DURATION COUNTY OF BUTTE DEPARTMENT OF PUBLIC ~OR~CS RAINFALL INTENSITY V. S. STANDARD N0. S -- 25 rir~E DfJRATIO~V-DESIGN CHART PARADISE AREA --~--~ SCALE : NONE 20.0 15.0 10.0 8.0 6.0 4.0 2,0 - ¢ _ IOp Sp YFgR 2S YF4R F4 ~ I.0 R %g a Ip YF4R c y 0.8 w ` 4R ~ s S r Fa 0.6 z ,-. R 2• r ~ r F4R 0.4 w r YF4R z J J Q LL ~ 0.2 a a o.l .os .0 6 .04 .0210 IS 20 30 40 50 60 2. 3 4 5 6 8 l_0 i2 18 24 .. ~ MINUTES ~ ,HOURS ~ _ - ~ DURATION COUNTY OF BUTTE D~P~.RTMENT OF RUBL.IC WORKS RAINFALL INTENSITY V. S. ' STANDARD N0. S - 26 TITLE DURATIOi d-DESIGN- CHART . CNICO AREA SCALE ~ 'NONE HINGE POIt EI -2% ~ - 2°/ -~ ~ POEN ~ 0.50 ~ ~ ~ ..--- ~ T ~ SUBGRADE 95 % COMPACTION -~ 4"CLASS YC A. B. I !/2" MAX. 2~~ CLASS Il A.B. 3/a" MAX. o NOTE: 60' Minimum R/W width. DOUBLE SEAL COA7 n 0 MAJOR ROAD -HIGH DENSITY-LOTS AVERAGE LESS THAN 100 WIDE. ~ SUBGRADE 90% COMPACTION! 4"CLASS IC A.B. 11/2° MAX. 2"CLASS II A.B. 3/4" MAX. NOTE: 60'Minimum R/W width. - DOUBLE SEAL COAT LOCAL ACCESS ROAD MEDIUM DENSITY -100 LOTS AND LARGER za' SUBGRADE 90% COMPACTION} 4"CLASS II A.H. E I/2" MAX. 2"CLASS YS A. B. 3/a" MA%, NOTE:60'Minimum R/W width DOUBLE SEAL COAT MINOR -ROAD NOTE: (I) Aggragate Base composition may vary from a Lesser thickness to a greater thickness if engineering studies and design are made. (2) Type of Aggregate may vary if engineering design and economic consideration warrant. (3) See Subdivision Ordinance for olternates to these drawn standards. COUNTY OF BUTTE - DEPARTMENT OF PU~LlC -WORKS TYPICAL SECTIONS FOR TITLE RURAL -HILLSIDE l'~OUNTAIN RECREATIONAL ROADS scALE : i" _ s'-o" i _ 3, . . 16, 3. ~• HINGE ~ HINGE POINT • 0 50` POINT _2%-.- . ~~ / ~ ,/~= 0 SUBGRADE 90 % COM PACTION n O - 4° CLASS ]C A.B. I I/2" MAX. 2" CLASS Y A. B. 3/4" MAX. NOTE: 50` Minimum R/W width DOUBLE SEAL COAT - NO PARKING ALLOWED - ~, • OfVE VHAY LOOP ROAD SCALE I° = 8`-O" R/W VARIES-60` MINIMUM m c } HINGE o: POINT ` ' " 2, 3 3` J 3` 2, 12 I \ HINGE ~ ~ POINT ~ r2% ~ m , 0.50 ~~ • ~ija , ~ VAft ABLE •, (~ 3 '~! SUBGRADE 90% COMPACTION J ~ HINGE - POINT a o (/. 1 3` 2` ]~-~ 12~ p' 3~ HINGE 11 ~ ~ POINT 4° CLASS 7I A•8. 1 I/2" MAX. ° ~ -2% ~ 3` MAX. 2" CLASS II A.B. 3/4 ,~ ~ ~ 0 50 ~ DOUBLE SEAL COAT . _~~ ~~j2 NO PARKING ALLOWED ~ p .. ' H 0 2'COMPACTEO EARTH SHOULDER OPd E LSIAY ROAD • SPLIT LEVEL - SCALE 1" = 12` ' 0" COUNTY OF BUTTE DEPARTMENT OF PUBLfC l~lORECS TYPICAL SECTIONS FOR - T rlr~e RURAL - HILLSIDE MOUN A[IV RECREATIONAL ROADS scaL~ : as sHOwN 3S~ ~ ~ Hinge I ~ Hinge - Point P°inT -2% -2 % -} -r-,... O.5O1~F- ~ _ / - // . t SUBGRADE 9fr% COfd FACTION / 4"CLASS II A.B. I I/2" MAX. ~2 _ 2°CLASS IC A.B. 3/4" MAX. / e - DOUBLE SEAL COAT. o I` GRAVEL SHOULDERS GRADED DITCHES t~4AJOR ROAD UP TO 100' LOTS ,AVERAGE FRONTAGE IN SUBDIVISION 3 0` • ~' Hinge I ~ Hinge . _ ~ Pant ~ _ 2 % _ 2 % ,_,~ Paint osa'~~ ~ , `SUBGRADE 90% COMPACTION 4"CLASS II A.B. I I/2" MAX. // 2"CLASS II A.B. 3/4" MAX. 2' / ~ - DOUBLE SEAL COAT. _ e ~ - I'GRAVEI SHOULDERS .. GRADED DITCHES LOGAL ACCESS ROAD LOTS OF 100' TO 300 IN WIDTH , AVERAGE 26` 3` 1~I2' ~ 12' I, 3~ - ~ ~ Hinge ~ . I' ~ ~ Hinge PoinT ~ Point - 2 % ~,~,_„ - 2 0.50 ~~ ..,_.~ / / ./ SUBGRADE 90 % COh1 FACTION J /2 ' ~ 4° CLASS II A.B. 11/2" MAX. N - 0 2" CLASS II A. B. 8/4" MAX. DOUBLE SEAL COAT. I' GRAVEL SHOULDERS - GRADED DITCHES , MINOR ROAD LOTS 300 WIDE OR LARGER NOTE 60' Minimum R/W width COUNTY OR BUTTE ~ ~DEt'ARTFt~ENT OF PUBLIC WORKS TYPICAL SECTIONS FOR TITLE RURAL-SUBDIVISION VALLEY TYPE ROADS sca~~ I" a' - o" ' 40' FACE ,70 FACE 2.5` 36' 2.5' ~- ~ SUBGRADE 95 % COMPACTION ~ 4" CLASS II A. B. I V2" A.C. SWRFACING ~ MINIMUM 3E NOTE: 60 Minimum R/1V width. FOG SEAL ' NORMAL CONST, ROLLED CURB. 3 SUBJECT TO ENGINEERING ANALYSIS. SOME CASES VERTkCAI CURB. MAJOR ROAD LOCAL ACCESS ROAD (OCCASIONALLY} 40~ FACE TO FACE 2.5~ 36` 2.5' ~-- SUBGRADE 90 % COMPACTION ~ 4" CLASS II A. B. I I/2" A.C. SURFAC3NG J P.tINIMUM a ROLLED CURB FOG SEAL f NOTE : 60` Minimum R/w width. LocA~ AccESS Roaa 36` FACE TO FACE 2.5' ,2 ` 2.5~ - 2 % ! - 2 % .~~. `SUBGRADE 90% COMPACTION ~ 4" CLASS Y A. B. .11/2° A.C. SUNFACING ~ MINIMUM NOTE : 50' Minimum R/w width. FOG SEAL MINOR ROAD CU L.-DE-SAC ROAD NOTE , If within the Urbon Limits os designated on Appendix 'I of the Resolution , the Standards, of the odjacenT Ci#y shDlE govern. . COUNTY OF BUTTE DERARTMEfVT 01= PUBLIC WORKS TYPICAL. SECTIONS FOR TETLE URBAN SUBDIVISEOIV ROADS SCALE ; I" = a' - o" 40'FACE TO FACE r SUBGRADE 35% COMPACTION BASE-CLASS II AGGREGATE. THICKNESS DETERMINED BY °R° VALUES CORRELATED WITH TRAFFIC INDEX. 6~~ CLASS II A. B. (MINIMUMi. ' - 2" A.C. BURFACING - MENiMUhf. NOTE : 60~ Minimum R/W width. FOG SEAL. NOTE (I }Width of Right of Way and Pavement #o be determined by consultation with. the Department of Public Works with proper consideration given to The Master Plan and other Planning consideration. (2) 8" Curb and Gutter Required. COUNTY 01= BUTTE TYPICAL SECTIONS FOR TirL~ COMR9ERCIAL _ INDUS"1"RIAL SUBDIVISIONS DEPARTlVIEIVT OE PUBLIC ~i/ORKS SCALE I" = 8` -- O" iW 3 50' Minimum R/W width 3' I. E2' ~ 20' - 2.5' Fiinga ! Point i. .~ 0.50' ~ ... R ~~ - ~ `SUBGRAOE 90 % COMPACTION o m G NOTE: Construction requirements vary with location of subdivision. Parking curb side only. w J COUNTY OF BUTTE DEPARTMENT OF PUBLIC 1~ORK5 TYPICAL SECTION FOR TlT~E FRONTAGE ROADS scai_E ~ ! ". = s' - v" a' o' /. Hingh ~ ~/ Poinf }singe - 2 % - 2 % -«- Point L~ I / //2 . ~~~ , Graded 20` Section 15% Grade Max, Base and Pavement optional. Culverts and Drainage structurs .Required. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WOR~CS TYPICAL 5ECTIQN F012 TITLE UtVIMPROVED Ft0AD5 SCALE 1" = s' - o"