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HomeMy WebLinkAbout2531RESOLUTION NO. 2531 A RESOLUTION approving the Street Standards for the City of Bremerton. WHEREAS, THE CITY OF BREMERTON regulates the development of streets through the authority granted in Chapters 20 and 21 BMC and Chapter 58 RCW, WHEREAS, the existing Street Standards do not meet the City's development needs, and WHEREAS, the City has conducted a review of the Street Standards in conjunction with the Planning Commission and the development community, and WHEREAS, new Street Standards have been developed which address the City's development needs, and WHEREAS, policies and procedures are necessary to assure proper implementation of the Street Standards and frontage improvements, NOW THEREFORE BE IT RESOLVED by the Bremerton City Council: 1. That the attached Street Standards are adopted for use in the development of the public rights-of-ways, on private streets and for guidance on site plan reviews. 2. That the Department of Public Works and Utilities is authorized and directed to review and develop policies and procedures to assure development of streets and frontage improvements in accordance with the approved Street Standards. The improvements will include, but not be limited to; pavement, curbs, gutters, sidewalks, underground utilities, street lights and tree plantings. The improvements will have a 2-year maintenance warranty. PASSED by the City Council of the City of Bremerton this day of 11th day of October, 1995. Sherril Huff-Menees, President 95043 CITY OF BREMERTON CITY OF BREMERTON ROADWAY STANDARDS ROADWAY CLASSIFICATIONS DESIGN ELEMENTS ULTIMATE AVERAGE DALLY (1) TRAFFIC (ADT) OR DESIGN HOURLY VOLUME (DHV) SIDEWALKS ON-STREET PARKING REQ'D MINIMUM LANE WIDTHS STANDARD PLAN / STRUCTURAL SECT. MAX ALLOWABLE GRADE % CURB AND GU'FFER UTILITY EASEMENT REQUIRED BEYOND R.O.W. NOTES (1) (2) (4) (5) (6) (7) (a) Z ~ 0>~ I (2) <400 <400 <1000 <1000 ADT ADT ADT ADT Z~- <:200 >200 DHV DHV NOT 2 SIDES 2 SIDES REQ'D NOT 2 SIDES NOT ALLOWED REQ'D 2-9' 2-10' 1-13' 2-11' 1-13' 2-11' 4.-11' LANES LANES LANE LANES LANE LANES LANES -OR- (5) -OR- (5) 1-15' DUE 1-15' DUE LANE LANE (4) B~302 8-303 B-303 8-304. B-304 B-305 B-305 15% 12% 12% 1 (6) NOT 80TH BOTH BOTH BOTH BOTH BOTH REQ'D SIDES SIDES SIDES SIDES SLOES SIDES 7.5' ONE 7.5' EACH 7.5' EACH 7.5' EACH 7.5' EACH NOT NOT SIDE SIDE SIDE SIDE SIDE REQ'D REQ'D 1 SIDE 1 SIDE 2 SIDES 2 SIDES 1 SIDE 1 SIDE 2 SIDES 2 SIDES >400 DHV 2 SIDES NOT REQ'D 4--12' LANES B-305 8X BOTH SLOES NOT REQ'D ULTIMATE ADT = ADT(# UNITS) + ADT(OFFSITE AREA) (MAX ALLOWABLE DENSITY BY ZONE) MULTI FAMILY = 6 ADT/UNIT SINGLE FAMILY RESIDENTIAL = 10 ADT/UNIT SHARED DRIVEWAYS ~HALL SERVE A MAXIMUM OF NINE (9) DWELLING UNITS AND WILL BE DESIGNATED AS PRIVATE STREETS. THE ON-STREET PARKING REQUIREMEN'~ MAY BE WAIVED IF THE MINIMUM OFF-STREET PARKING REQUIREMENTS ARE EXCEEDED AS FOLLOWS: (REFER TO FIGURE VII--6 IN THE ZONING ORDINANCE) WAIVE PARKING ONE SIDE-WITH ADDITIONAL 0.5 SPACES/DWELUNG UNIT WAIVE PARKING BOTH SIDES WITH ADDITIONAL 1.0 SPACE/DWELLING UNIT · STACKED PARKING OF MORE THAN TWO VEHICLES WILL NOT BE COUNTED AS ADDITIONAL Off-STREET PARKING ON-STREET PARKING REQUIRED FOR QUEUING LANE ONE SIDE MINIMUM MAXIMUM LENGTH OF ONE WAY STREET IS 500 FEET. TRAFFIC CIRCULATION MUST BE ARPROVED BY THE CITY ENGINEER. MAX LENGTH OF STREET AT 15% GRADE IS 150 FEET UNLESS BUILDING SPRINKLERS ABE PROVIDED. (PER RRE DF_F~ REQUIREMENT) MAX LENGTH OF A DEAD END STREET IS 500 FEET UNLESS BUILDING SPRINKLERS ARE PROVIDED. (PER FIRE DEPT REQUIREMENT) WIDTHS MAY BE REDUCED FOR PRIVATE STREETS PER THE PRIVATE STREET STANDARDS AT THE DISCRETION OF THE CITY ENGINEER, r,.)__Z N.A. 2 SIDES NOT REO'D 2-15' LANES B -306 10% BOTH SIDES NOT REQ'D SCALE HORIZ. NTS PLOT 1:1 FUNCTIONAL ROADWAY OLA881FIOATION TYPICAL ALLEY SECTION ROW ROW · 15' ~ · 15' - 2~ 2~ [ ~ ~ I 3" CL. 'B' ASPHALT 4" CRUSHED SURFACING OPTION I -- 6" tRAVEL BORROW V SECTION AS REQUIRED TILT-UP CURB ROW ROW 13' 2% OPTION CROSS FALL I 3" CL. 'B' ASPHALT 4" CRUSHED SURFACING 6" GRAVEL BORROW AS REQUIRED SECTION THE PAVEMENT SECTION IN COMMERCIAL / INDUSTRIAL AREAS SHALL BE SUBdECT TO APPROV,~,L BY THE CITY' ENGINEER SCALE HORIZ. NTS PLOT 1: 1 CITY OF BREMERTON' DEPARTMENT OF PUBUC WORK8 & UTIUTIE8 ENGINEERING DIVISION TYPICAL ALLEY SECTION TYPICAL SHARED DRIVEWAY SECTION RESIDENTIAL SHORT PLAT AND SHORT SUBDIVISION ACCESS UTIL TRACT TRACT ESMT 20' · · 18' 2% · ' f CL. 'B' ASPHALT 4" CRUSHED SURFACING OPTION I s" GRAVEL BORROW V SECTION AS REQU,RED TRACT TRACT UTIL ESMT · 20' " · 18' · TILT-UP CURB 2% OPTION 2 CROSS FALL SECTION ~ CL. 'B' ASPHALT 4' CRUSHED SURFACING --~ GRAVEL BORROW AS REQUIRED SHARED DRIVEWAY ACCESS WILL BE LIMITED TO THE FOLLOWING SINGLE FAMILY RESIDENCE ZONES SF-1, SF-2, SF-3, DR SHARED DRIVEWAYS SHALL NOT BE DEDICATED AS PUBUC RIGHT-OF-WAY. SCALE HORIZ. NTS PLOT 1: 1 i CITY OF BREMERTON DEPARTMENT OF PUBLIC WORK8 & UTIUTIE8 ENGINEERING DIVISION TYPICAL SHARED DRIVEWAY SECTION RESIDENTIAL SHORT PLAT AND SHORT SUBDIVISION ACCESS ) TYPICAL ROADWAY SECTION LOCAL ACCESS UTIL EASM'T R/W 7.5' 2:1 MAX SLOPE - UTIL R/W EASM'T VARIES-37'MIN 7.5' 20' TWO WAY 15' QUEUING 13' ONE WAY (2) 7' 5' 5' 1' PARK MIN LANE ~ (3) ~ 2% ~ ETACHED I ~__ STD. ROADWAY SECTION 3" CLASS B ASPHALT 6" CRUSHED SURFACING SIDEWALKS 6" GRAVEL BORROW AS REQUIRED ALTERNATE ROADWAY SECTION 3" CL. B ASPHALT 4-" ASPHALT TREATED BASE (ATB) 2" CRUSHED SURFACING- TOP COURSE NOTES (1) SIDEWALKS SHALL BE LOCATED ON THE SIDE OPPOSITE THE PARKING LANE WHEN ONE WAY STREETS ARE USED. (2) QUEUING STREETS MUST HAVE ON-STREET PARKING. QUEUING PULLOUTS MUST BE APPROVED BY THE CITY ENGINEER. (3) ON-STREET PARKING REQUIREMENTS MAY BE WAIVED. SEE STANDARD PLAN B-,300. TYPE A-1 CURB & GUTTER-SEE S.P. B-308 CEMENT CONCRETE SIDEWALK-SEE S.P. B-308 PLANTER STRIP SCALE HORIZ. NTS PLOT 1: 1 CITY OF BREMERTON DEPARTMENT OF PUNIC WORKe & UTIUTIE8 ENGINEERING DIVtBION TYPICAL ROADWAY SECTION LOCAL ACCE88 STREET i UTIL EASM 'T R/W TYPICAL ROADWAY SUB-COLLECTOR SECTION STREET R/W UTIL EASM 'T 7.5' VARIES - 49' MIN 7.5' 5' 5' 7' PARK LANE (2) I.: ': ' 't © / 22' TWO WAY 15' QUEUE 15' ONE WAY (~) 7' 5' 5' 1' PARK MIN LANE · (2) 2%* ~ fi '%~TA ~ CHED SIDEWALK STD. ROADWAY SECTION 5" CLASS B ASPHALT 6" CRUSHED SURFACING 6" GRAVEL BORROW AS REQUIRED NOTES (1) QUEUING STREETS MUST HAVE ON-STREET PARKING. MUST BE APPROVED By THE CITY ENGINEER. (2) ON-STREET PARKING REQUIREMENTS MAY BE WAIVED. PLAN B-300. ALTERNATE ROADWAY SECTION 3" CL. B ASPHALT 4-" ASPHALT TREATED BASE (ATB) 2" CRUSHED SURFACING- TOP COURSE QUEUING PULLOUTS SEE STANDARD TYPE A-I CURB & GUTTER-SEE S.P. B-508 CEMENT CONCRETE SIDEWALK-SEE S.P. B-308 PLANTER STRIP SCALE HORIZ. NTS PLOT 1: 1 & UTIUTIE8 ENGINEERING DIVISION TYPICAL ROADWAY SECTION SUB-COLLECTOR STREET TYPICAL ROADWAY SECTIONS ARTERIALS R/W R/W 5' 5' 1' MIN--- "MIN" · MIN"" 2:1 SLOPE (MAX) COLLECTOR (:~ 18' COLLECTOR ARTERIAL 22' MINOR ARTERIAL 24'+ PRINCIPAL ARTERIAL (~ TYPE A-1 CURB AND GU'I'I'ER- SEE S.P. B-308 (~) CEMENT CONCRETE SIDEWALK- SEE S.P. B-308 5.5' MIN ' ""' 1' MIN STD. ROADWAY SFCTION CLASS B ASPHALT CRUSHED SURFACING-TOP COURSE GRAVEL BASE (CRUSHED SURFACING) ALTERNATE ROADWAY SECTION $ CLASS B ASPHALT ¢ ASPHALT TREATED BASE (ATB) 3' CRUSHED SURFACING (TOP COURSE) SCALE HORIZ. NTS PLOT 1:1 DRAWING CITY OI~ BREMERTON DEPARTMENT OF PUBUC WORK8 & UTIUTIE8 ENGINEERING DIVISION TYPICAL ROADWAY SECTIONS- ARTERIAL8 TYPIL .~.L ROADWAY SECT, .,iN COMMERCIAL / INDUSTRIAL STREET R/V · 50' 4' 6' 15' R/~/ 15'. 6' 4' 2% 2Y. ATrACHED SIDEWALKS BOTH SIDES INDUSTRIAL ROADWAY SECTION 4" CLASS B ASPHALT 6" CRUSHED SURFACING 12" GRAVEL BASE R/~/ , 50' 5' 5' 15' 15' 5' 5' (1) (1) R/~/ INDUSTRIAL ROADWAY SECTION 4" CLASS B ASPHALT 6" CRUSHED SURFACING NOTE 12" GRAVEL BASE (1) COMMERCIAL STREETS SHALL HAVE 15 FOOT LANES CONSISTING OF AN 11 FOOT WIDE TRAFFIC LANE AND A' FOUR FOOT BICYCLE LANE EACH SIDE. SCALE HORIZ. NTS PLOT 1:1 DRAWING NO. m: ._ . . : ':: ',,~.,c .......... .,m,-:...-: .... TYPE a-1 CURB & GUI'I'ER-SEE S.P. B-308 ~ CEMENT CONCRETE SIDEWALK-SEE S.P. B-308 (~ PLANTER STRIP ['",]i'i" OF BREMERTON DEPARTMENT OF PUBLIC WORK8 I UTIUTIE8 ENGINEERINQ DIVISION TYPICAL ROADWAY SECTION COMMERCIAL / INDUSTRIAL STREET R.O.W. LINE ,~__, C ' A FACE OF CURB A VARIES, 20' MINIMUM SEE STANDARD PLANS B VARIES, 30' MIN SEE STANDARD PLANS C VARIES 35' FOR LOCAL ACCESS AND 45'.FOR COMMERCIAL/INDUSTRIAL D VARIES 45' FOR LOCAL ACCESS AND 55' FOR COMMERCIAL/INDUSTRIAL B THE MAXIMUM LENGTH OF A CUL-DE-SAC SHALL NOT EXCEED 500% SCALE HORIZ. NTS PLOT 1: 1 DRAWING NO. CITY OF BREMERTON DEPARTMENT OF PUBUC WOFIK8 & UTIUTIE8 ENGINEERING DIVISION TYPICAL CUL-DE-$AC