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HomeMy WebLinkAbout03-021~,.~~~ svpE-.,. ~ +••~•••n•~•••~r.~• i~~ 'Q•~• ••• 1, ~• ~; ~ ~ ~ ~ C. ~,~ ~~~ * BOARD OF SUPER~/I!0~~ ~,~ ~' 1 ` "'~+>r` COUNTY C1F BUTTE, STATE OF CALIFORNIA '•;.~~7-1~,~•••........••' ~.~ Resolution No. a3-o21. RESOLUTION AMENDING RESOLUTION 02-1.04 AND KESOLUTION CORRECTING STANDARDS RS-2, RS-8-LD-II, NCSP-3, NCSP-4, S-1 AND 5-38 PURSUANT TO CHAPTER 20 OF THE BUT'T'E COUNTY CODE WHEREAS; under the provisions of Chapter 20 of the Butte County Code, certain standards governing sanitation, improvements, fire protection and other specific requirements have been established by Resolution 02-104 of the Board of Supervisors; and WHEREAS; it has become necessary to correct errors in the following standards: RS-2, RS-8-LD-II, NCSP-3, NCSP-4, S-1 and 5-38. NOW, THEREFORE, BE IT RESOLVED that the attached revised Standards RS-2, RS-8-LD-lI, NCSP-3, IUCSP-4, S-1 and 5-38 arc hereby adopted. PASSED AND ADOPTED by the Board of Supervisors of the Caunty of Butte, State of California, this 28`x' day of January, 2003 by the following vote: AYES: Supervisors Dolan, Josiassen, Yamaguchi, and Chair Beeler NOES: None ABSENT: Supervisor Houx NO'T VOTING: None ~,,, ~ /~ _ai i R. J. ~BEELER, Chair ATTF,ST: PAUL MCINTOSH, Chief Administrative Officer and Clerk of the Board of Supervisors ., ~., Bar. FDeputy+ f~ 40' FACE TO FACE (MIN) SEE STANDARD S-1 L 18~ MIN. _..f---- -z~ 18~ MIN. -zx -_ A TI= 4.5 MIN. CONSTRUCT VERTICAL CURB ON ALL STREETS MINIMUM STRUCTURAL SECTION ROLLED CURB IN SOME CASES AT THE DISCRETION OF THE DEPARTMENT OF PUBLIC WORKS. FOG SEAL. 3` ASPHALT CONCRETE (TYPE B, ~s' MAX., MEO. GRAD.) STRUCTURAL SECTION COMPONENTS AS SHOWN ABOVE LIQUID ASPHALT, (PRIME COAT) ARE THE MINIMUM. WHEN SOILS DICTATE, THICKNESS OF 12' CLASS 2 AGGREGATE BASE {3's" MAX. GRAD.} STRUCTURAL SECTION SHALL BE INCREASED IN ACCORDANCE WITH THE REOUIREMENTS OF THE DEPARTMENT OF PUBLIC WORKS. TI AND R VALUES MAY BE USED TO JUSTIFY STRUCTURAL SECTION. ARTERIALS & MAJOR COLLECTORS NOTE: 60~ MINIMUM R/W WIDTH SEE STANDARD S-i 40' FACE TO FACE (MIN) 16' MIN. I ~ •-- ...E----- -27. -2R ROILED CURB MINIMUM STRUCTURAL SECTION TI=4.0 MIN. STRUCTURAL SECTION COMPONENTS AS SHOWN ABOVE FOG SEAL. ARE THE MINIMUM. WHEN SOILS DICTATE, THICKNESS OF 2" ASPHALT CONCRETE (TYPE B, 3't" MAX., MED. GRAD.} STRUCTURAL SECTION SHALL BE INCREASED IN ACCORDANCE LIQUID ASPHALT, (PRIME COAT} WITH THE REOUIREMENTS OF THE DEPARTMENT OF PUBLIC WORKS. g" CLASS 2 AGGREGATE BASE (~4"MAX. GRAD.) TI AND R VALUES MAY 8E USED TO JUSTIFY STRUCTURAL SECTION. MINOR COLLECTORS & LOCAL ACCESS NOTE: 60~ MINIMUM R/W WIDTH (MIN) SEE STANDARD S-1 36' FACE TO FACE (MIN.) 16~ MIN. I 16~ MIN. I ~ ~ -..-- -29. -2R -- ROLlEO CURB MINIMUM STRUCTURAL SECTION TI=3.5 MIN. GENERAL EARTHWORK NOTE: (FOR SECTIONS A,B be C) FOG SEAL. (1) EARTHWORK SHALL BE AS PER SECTIONI9, 'EARTHWORK" 2" ASPHALT CONCRETE (TYPE B. ~4"MAX., MED. GRAD.} OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION LIOUID ASPHALT, (PRIME COAT) STANDARD SPECIFICATIONS B" CLASS 2 AGGREGATE BASE (~i"MAX. GRAD.} (z) ONLY THE TOP 6" OF SUBGRADE WITHIN EXCAVATION AREAS STRUCTURAL SECTION COMPONENTS AS SHOWN A80VE SHALL BE COMPACTED TO 95R R.C. ARE 7HE MINIMUM. WHEN SOILS DICTATE, THICKNESS OF STRUCTURAL SECTION SHALL BE INCREASED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEPARTMENT OF PUBLIC WORKS. TI AND R VALUES MAY BE USED TO JUSTIFY STRUCTURAL SECTION. SHORT CUL-DE-SAC ROAD (< 500' LENGTH NO ONSTREET PARKING) NOTE: 50~ MINIMUM R/W WIDTH URBANC SUBDIVIS ON ROADS ~°~U F° e ~~ COUNTY STAN DAR D N O. ° °~ RS-2 ° (v,'(',~j, REVISED 01/28f2003 °<a~~ Woa,~s 18~ MIN. zo' . ~o• ,o' z' z - ..~--- -zx -zz ~~ v fT ~ HINGE POINT T ~ ~t"t HINGE POINT 4' CLASS 2 AGGREGATE BASE (~'a" MAx. GRAD.} WHERE REOUIRED PIT RUN MATERIAL NOT PERMITTTED 40 ACRES OR LARGER RS-8-LDI NOTE: NOT COUNTY STANDARD FOR MAINTENANCE zo' ~.~ I ~o• ,o' z• z' SINGLE SEALCDAT AS REQUIRED .....--- -zx -zz -- 0.50' ~~ ~ HINGE POINT HINGE POINT 4~ CLASS 2 AGGREGATE BASE (~4' MAX, GRAD.) .n r 0 5 ACRES TO LESS THAN 40 ACRES - 4 OR FEWER PARCELS 20 ACRES TO LESS THAN 40 ACRES -MORE THAN 4 PARCELS ADD SINGLE SEAL COAT :~ , \~~! SINGLE SEAL COAT: ONE APPLICATION OF SC-250 PENETRATION TREATMENT ONE APPLICATION OF ASPLHALT EMULSION CRS-2 ONE APPLICATION OF SCREENINGS ~°X NO. 6 PENETRATION TREATMENT, EMULSION AND SCREENINGS SHALL BE APPLIED AT A RATE IN ACCORDANCE WITH STATE STANDARD SPECIFICATIONS RS-B-LDII NOTE: NOT COUNTY STANDARD FOR MAINTENANCE px ~ ^^crvT TYPICAL SECTIONS FOR °~~UTrF° NON-URBAN AREA LAND DIVISIONS ro° °o~ RD NO. 1 ° ° COUNTY STAN DA RS-8-LD ° N.T.S. REVISED 01/28/2003 A~~ ~ WoR s NCSP-3 ARTERIAL TYPE A-IV 60' R.o.w. 36' 6' NO ~ NO PARKING ~ PARKING ...r-- -27. ( -2R -~- CI_ 2 BIKE LANES WHERE SHOWN COMPACT TOP 6" OF SUBGRADE ON FIGURE 4-2 N.C.S.P. TO 953: RELATIVE COMPACTION NOTE: 60' MINIMUM R/w/ WIDTH {1) WIDTH OF RIGHT OF WAY AND PAVEMENT TO BE DETERMINED BY CONSULTATION WITH THE DEPARTMENT OF PUBLIC WORKS, WITH PROPER CONSIDERATION GIVEN TO THE MASTER PLAN ANO OTHER PLANNING CONSIDERATION. {2) STRUCTURAL SECTION COMPONENTS AS SHOWN ABOVE ARE THE MINIMUM. WHEN SOILS DICTATE. THICKNESS OF STRUCTURAL SECTION SHALL BE INCREASED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEPARTMENT OF PUBLIC WORKS. TI AND R VALUES MAY BE USED TO JUSTIFY STRUCTURAL SECTION. {3) EARTHWORK SHALL BE AS PER SECTION 19, "EARTHWORK" OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. MIN. SE = 30 (4} ONLY THE TOP 6" OF SUBGRADE WITHIN EXCAVATION AREAS SHALL BE COMPACTED TO 95x R.C. 6' TI 7.5 MIN. CL. 1 BIKE PATHS IN ADJACENT DRAINAGE R.O.W. WHERE SHOWN -"- ON FIGURE 4-2 N.C.S.P. MINIMUM STRUCTURAL SECTION FOG SEAL. 3" ASPHALT CONCRETE (TYPE B, 3'i" MAX., MED. CRAp.) LIQUID ASPHALT, (PRIME COAT} 12" CLASS 2 AGGREGATE BASE ( }~a" MAX. GRAD.} STRUCTURAL SECTION AND DESIGN DETAIL PER DPW STANDARD NO. RS- 7 NEW ARTERIAL BETWEEN MUD CREEK AND SR 99; KEEPER BETWEEN HICKS LANE AND SR 99; HICKS LANE BETWEEN EATON ROAD AND CABALLO WAY; GARNER LANE BETWEEN KEEPER AND SR 99 NCSP-4 COLLECTOR TYPE C-I 80' R.O.W. 4• ~~ 40' FACE TO FACE ~ 4 SIDEWALK PLANTING PLANTING SIDEWALK STRIP PARKING ~ PARKING STRIP ...~- -29. I -2R - "~••••'.y,;~~~~~r~~v„,~r~.~v~r.,e-r~vvs~~~vt.,av~icic.~x.~r~.v.- TI = 4.5 MIN. MINIMUM STRUCTURAL SECTION CONSTRUCT VERTICAL CURB ON ALL STREETS, FOG SEAL. ROLLED CURB IN SOME CASES AT THE DISCRETION 3" ASPHALT CONCRETE {TYPE 8, 3'a" MAX., MED. GRAD.} pF THE DEPARTMENT OF PUBLIC WORKS. LIQUID ASPHALT, {PRIME COAT) >TRUCTURAL SECTION AND DESIGN DETAIL COMPACT TOP 6" OF SUBGRADE 12" CLASS 2 AGGREGATE BASE ( 3'i" MAX. GRAD.) 'ER DPW STANDARD NO. RS-2(A) TO 959 RELATIVE COMPACTION GENERAL EARTHWORK NOTE: STRUCTURAL SECTION COMPONENTS AS SHOWN ABOVE (1) EARTHWORK SHALL BE AS PER SECTION 19, "EARTHWORK" ARE THE MINIMUM. WHEN SOILS DICTATE, THICKNESS OF OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STRUCTURAL SECTION SHALL BE INCREASED IN ACCORDANCE STANDARD SPECIFICATIONS. MIN. SE = 30 WITH THE REQUIREMENTS OF THE DEPARTMENT OF PUBLIC WORKS. (2) ONLY THE TOP 6" OF SUBGRADE WITHIN EXCAVATION AREAS TI AND R VALUES MAY BE USED TO JUSTIFY STRUCTURAL SECTION. SHALL BE COMPACTED TO 95R R.C. TILLAGE CORE LOOP ROAD AND CONNECTING STREETS TO HICKS LANE; NEW CONNECTING ROAD BETWEEN HICKS AND NEW ARTERIAL; HICKS LANE BETWEEN CABALLO WAY AND MUD CREEK; SYCAMORE LANE. STREET CROSS SECTIONS °epPuTT~o NORTH CHICO SPECIFIC PLAN ° °~ O ° I NCSP-3 8c NCSP-4 °cou~j-~° ° °T (y,~',S, REVISED 01 /28/2003 A`g ,y Wo~`'Z ~,,~- PROPERTY LINE g' 6" 2'6" # VARIABLE 6.. r1 1'11" ~---- PLANTER AREA TOP BACK OF CURB NOTE: PLANTER AREA MAY BE PLACED BETWEEN SIDEWALK AND CURB SLOPE ~'/a"jl' TYPICAL --r_ AC SURFACE 4" MIN NOTE: THE TOP 6" OF SUBGRADE ./,i/,,/,,/,,/,,/,,i,,i.i .,i .,~ •• UNDER SIDEWALK TO B E COMPACTED /\\//\\/!\\//\\,/\\\jj\\}/\\\jj\~/\\\j/\\jj •• s . < TO 95~ RELATIVE COMPACTION. /~/~~~/`~~`\~`\~`\~`\~`\~~\~ ~~• \`•\ 4' 0•• MIN RESIDENTIAL 2•' MIN. SAND OR A. B. CUSHION ~\y/~\j\\//~\///\\,j~\\j~~ S' 0" COMMERCIAL TO BE COMPACTED TO 95% NO OBSTRUCTIONS ALLOWED RELATIVE COMPACTION. FOR CONCRETE CURB & GUTTER DETAILS SEE COUNTY OF BUTTE IN SIDEWALK. STANDARD S-2 SIDEWALK MAY BE DETACHED WITH APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. SECTION THROUGH STANDARD VERTICAL CONCRETE CURB, GUTTER & SIDEWALK PROPERTY LINE g' g" ~ VARIABLE -•..------ PLANTER AREA NOTE: PLANTER AREA MAY BE PLACED BETWEEN SIDEWALK AND CURB 4" MIN - ~ .• .. •~ ', '• •• • N 0 TE: THE TOP 6" OF SUBGRADE %/\~/j\\/j\~Ij\~/j\~/j\~ij\~ij.~~ij~~ij~~i~ ' TOP BACK OF CURB AC SURFACE -2.0~ • .. -1 ... UNDER SIDEWALK TO BE COMPACTED /j,//~~j~~j,\//~\//~\/~\/j~\~j~\/~~\~ . `,. ~,,~ TO 959 RELATIVE COMPACTION. !%\</%\~//\~//\~//\~//\t//~ : 4' 0'~ MIN RESIDENTIAL 2" MIN. SAND OR A.B. CUSHION ~~\~`~/~ f~ 5' 0" COMMERCIAL TO BE COMPACTED TO 95~ FOR CONCRETE CURB & GUTTER NO OBSTRUCTIONS ALLOWED RELATIVE COMPACTION. DETAILS SEE COUNTY OF BUTTE IN SIDEWALK STANDARD S-2 SIDEWALK MAY BE DETACHED WITH APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. SECTION THROUGH STANDARD CONCRETE ROLLED CURB, GUTTER $c SIDEWALK SCORE LINES 4' 0" MAX. ~.. _ DIRECTION OF BROOM FINISH NOTE: EXPANSION JOINTS NOT TO EXCEED 60' FEET APART. CURB & GUTTER SIDEWALK SCORE LINES DETAIL ALL CURB, GUTTER & SIDEWALK SHALL HAVE A LIGHT BROOM FINISH. PRTMENr TYPICAL SECTIO GUTTER 8c SIDEWALK l°°~'UTrF o~ VERTICAL & ROLLED CURB, ° ° ~ COUNTY STANDARD NO. ° ° I S-1 ~N~y°~ N.T.S. REVISED 01 j28j03 ~~,~ woR~s NOTES: 1. LEAGH TRENCHES NOT ALLOWED UNDER ROAD SEGTION. 2. CAL TRANS SPECS SECTION 68- 1. ©25. 3~ 68NOFRTHEI~ ALS~RANS STANDARDSSUNLESS OTHERWISE NOTED. 4. CLEANING ACCESS TO PIPE REQUIRED; INSTALL CLEANOUT TO GRADE FOR ANY ABRUPT CHANGES IN ALIGNMENT OF INFLOW PIPING SURFACE 12~~ MIN. PERFORATED - DRAINAGE PIPE AS SPECIFIED. 8" MIN. ~. CL. 1 PERMEABLE MATL. ENVIRONMENTAL HEALTH SETBACKS (TABLE A} MINIMUM GROUND WATER SEPARATION 2.0' TO 5.0' (CONTACT ENVIRONMENTAL HEALTH DEPT} TABLE A TABLE MINIMUM SETBACK 10.0' i SEWAGE LEACH TRENCH . 100.0' 2. WATER WELL 100.0' 3 PERENNIAL STREAM ' . 200.0 4 LAKE OR RESERVOIR . 50.0' 5 DRAINAGE COURSE ' . 5.0 6 BUILDING FOUNDATION ' . 10.0 7 DOMESTIC WATER MAIN . 5.0' 8 DOMESTIC WATER SERVICE ' . 5.0 9. SEPTIC TANK o6P"t}TT' o STORM DRAINAGEC LEACH TRENCH ~ ~ ~°° COUNTY STANDARD NO. ~° e _ ~ ~~ N.-~-.C. REVISED O1 j28j2003 °ce ~ woR~s BACK FILL AS SPECIFIED FOR MAX. SURFACE LOADING. -.--- FILTER FABRIC