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Home My WebLink AboutC1.4 - CIVIL SITE DETAILS WIDTH VARIES aUINLL�� RAMP CONSTRUCTION NOTES UPPER LANDING SEE SITE PLAN (SEE PLAN) 1. TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS MAX SLOPE 2% AND CITY OF BOZEMAN MODIFICATIONS TO MPWSS, IN ANY DIRECTION L5% SLOPE (2%MAX) - STAH LY SECTION 02529, AND AMERICANS WITH DISABILITIES $ ° ACT (ADA) REQUIREMENTS. a 1970 &1. 2. RAMP AND CURB CAN BE POURED ° SII9E5JAL° 3" MIN. GRAVEL BASE 9'�f011flT�S MONOLITHICALLY. GRASS GRASS 4" OF M-4000 CONCRETE 3. DETECTABLE WARNING SURFACE COMPLYING WITH DOWEL WITH 24" NO.5 ° RAMP MAX SLOPE STAHLY ADAAG SHALL COVER THE ENTIRE WIDTH OF THE REBAR 3" INTO BACK OF 1:12 TYPICAL CONCRETE SIDEWALK SECTION ENGINEERING RAMP. ONE CORNER OF THE DETECTABLE WARNING CURB, 3" CLEAR z DETECTABLE WARNING MUST BE WITHIN 8" OF THE GUTTER FLOW LINE: NO (TYP. BOTH SIDES) �' SURFACE N.T.S. & ASSOCIATES OTHER POINT ON THE LEADING EDGE OF THE NOTES DETECTABLE WARNING SURFACE MAY BE MORE THAN EI PROFESSIONAL - - ❑- ❑ 1. SIDEWALK TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF ENGINEERS$ 5' FROM THE FLOW LINE. 24"MIN E� BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, EXCEPT WHERE SPECIFIED ON SURVEYORS ❑ ❑ ❑ ❑ ❑ THIS DETAIL DRAWING. www.seaeng.com 4. RAMP WIDTH SHALL BE 5' MINIMUM. RAMP WITH TO BE NO LESS THAN 1' NARROWER THAN SIDEWALK °° 2. TYPICAL SIDEWALK DOES NOT REQUIRE REINFORCEMENT. 404 W. BROADWAY WIDTH. a ° ° ° ° LEWISTOWN, MT 59457 °CONC. CURB°& GUTTER' °, FACE OF CURB 3. MINIMUM SIDEWALK WIDTH WHERE NOT DIMENSIONED IS 5'. SIDEWALK THICKNESS Phone:(406)535-8594 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. - TO BE 6" THICK AND REINFORCED AT DRIVEWAY CROSSINGS (SEE DRIVEWAY 3530 CENTENNIAL DR. DETAIL). HELENA, MT 59601 6. RAMPS AND LANDINGS ADJACENT TO STREETS Phone:(406)442-8594 SHALL 6" THICK, OTHER RAMP THICKNESS MAY BE 4". ASPHALT SURFACING Fax:(406)442-8557 8• 3/4" CHAMFER AT EDGES 851 BRIDGER DR. STE. 1 7. CONCRETE TO BE M-4000. REINFORCE CONCRETE BOZEMAN, MT 59715 IN RAMPS WITH FIBERMESH AT A RATE OF 1-1/2 Phone:(406)522-9526 LES. PER C.Y. OR WITH 6"x6"x10 GAUGE WIRE MESH. 6"MIN ABOVE FINISHED GRADE Fax:(406)522-9528 12"1 RAMP 12" TOP OF CURB 5.5" 8. OBTAIN A SURFACE TEXTURE ON THE RAMP BY (5'-0" MIN) BUILDING WALL COARSE BROOMING, TRANSVERSE TO THE RAMP #4 HORIZ. @ 12"O.C. ISSUE/REVISION SLOPE. 32" MAX MAINTAIN 3" COVER No.I DATE I BY T 9. TAKE CARE DURING CONSTRUCTION TO ASSURE T SIDEWALK 1 9-12-16 CDP NO LIP REINFORCE WITH #4 VERT.@)16"O.C. UNIFORM RAMP GRADES, FREE OF SAGS AND SHARP FLOW LINE SEE CURB DETAIL (TYPICAL 5' WIDTH) W/14" HOOK IN FOOTING. DESCRIPTION GRADE CHANGES. TYPICAL PIED RAMP DETAIL EXPANSION JOINT SD PLANS _SIDEWALK PERPENDICULAR TO CURB 10"x28' CONCRETE FOOTING No. DATE BY N.T.S. REINFORCE WITH (2) #4 CONT 2 10-4-16 CDP ~4" CRUSHED GRAVEL BELOW SIDEWALK DESCRIPTION 3"COVER TYP. SITE PLAN SUBMITTAL 5.4"(0.45') RESERVED TYPICAL CONCRETE LANDSCAPE RETAINING WALL Na. DATE BY 2a" RESERVED PARKING SIGN PARKING SCALE 3,'d' = 1' 3 11-30-16 CO. g' (R7-8) (12"X18" TYP) OR DESCRIPTION 2• MAINTAIN OTHER SIGN PER SITE PLAN NOTES ° PROPER SITE PLAN REV - 1 a SIDEYARD 1. THIS RETAINING WALL DETAIL S FOR WALLS LESS THAN 26" 4" TOPSOIL n '✓3•R I 5" ZONMGK PER NET HEIGHT. SEE GRADING PLAN FOR LOCATION AND EXTENTS. (TYP.> T 4'R REGULATIONS X No. DATE BY /•'ro PT"''YCPE MA FINE 2. RETAINING WALL To BE CONSTRUCTED IN COMPLIANCE WITH 5'TANSRION SECTION FROM 4 1-4-17 CDP 12" a "d EXISTING CURB TO DROP CURB: MPWSS SECTION 02529. CONCRETE TO BE M-4000. -. is DESCRIPTION " I 9• � a. .. < SITE PLAN REV - 2 I a d<4 --EXPANSION JOINTS COMPLETELY -0 0,. O O AROUND SIDEWALK SECTION No. DATE BY O O O O O O O O 0 0 O 0 0 0 0 O MAX.THROAT WIDTK CRUSHED GAVEL O O O O O O O O O O O 0 0 0 O 35'COMMERCIAL 5 O O O O 0 0 O O O O o 0 0 0 000 4D'COMMERCIAL 6" SCH. 40 STEEL 73 BASE- 3"MIN. O O O O O O O O O O O O O O O CURB&APRON POURED MDNOLRHIC 0 c) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNLESS OTHERWISE APPROVED (PAINTED) PIPE BOLLARD DESCRIPTION FILLED W/ CONC. WITH SUB-BASE COURSE TOP ROUNDED. vi� AS REQUIRED CONTRACTION JOINT 84" S EXPANSION JOINTS AT CURB RETURNS o t' "TELSPAR QUIK w 1 COMPACTED SUBGADE m BACK OF CURB PUNCH" 2" SQUARE 48" �`A`xVVtt014TAIV AAx�6 N SIDEWALK CONTRACTION JOINTS 14 GAUGE POST 5 DEPTH SPACED EXPANSON INTERVALS JOINTS ME OF GUTTER N. FLOW LINE . DELLU.•�'TO BE PLACED AT 25' E as, 1�s• INTERVALS, VARIABLE FASTEN POST TO SLEEVE _•o. POOL .¢_ r'SIAPE �y q•pI LOPE CONTRACTION JOINTS TO BE SPACED (6.5 ') WITH 5/6., BOLT(A325) 's p, _ =9;No.11645PE•w= T Y PER 1'SLaPE.� AT 10'INTERVALS IN CURB&GUTTER 6,t,N 645PE� e"--� 1Y2" ABOVE FINISHED PAVEMENT OR FINISHED o °'0� PRE-FORMEDCK GRADE. INSERT BOLT iX S �xx ALLACU BNR PLACEMENT SHALL BEJOINT MATERIAL SHALL B DONE ZWITH L INTEGRAL CURBAND GUTTER UNLESS D OTHERWISE APPROVED. HEAD FROM OPPOSITE GRADE yyiyyf�/,IINA1-t xoxx DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB SIDE OF EXPECTED �7' ° GRADE ESTABLISHED AS 1/4'RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB IMPACT, INSERT DRIVE R MATCH EXISTING SIDEWALK GRADE RIVET INTO OPPOSITE r4" 2 FINISHED ,a SIDEWALK DRIVEWAY APRON SIDE. GRADE �/ . 5 NDTFc. 1' •5'TP. 5'pRl \ \ "` U 1. Sub de or base cour a coon shall conform to sect'on 02230 M.PW S e ) 1 4'PER FOOT SLOPE (V )TYP- STREET SURFACE M-4D00 CONCRETE (TYP.)gra camps ( pace.1996 d. � -� � \ 3s• CIVIL SITE 2 Contract',,junta anal abe placed at 10'interval.and ah.11 nave a mn'mum depth cf 3/4'and ninmum wdth of 1/1'.3. 1/z"e,p-i-16't material aha11 be Placed at all PCs•PT.,,curb retuma and at st more than 300'intervals TIe J " ' . QUARE 2-1/4" x 24" 12 GAUGEDETAILS exvaa on matenm anml extentl through the full depth or me aarb and garter. a � EAVY DUTY TELSPAR ANCHOR, TAPE a. No curb ana gutter anall be planed snout a unaL roan Inapaan°n ny the C'ty Eng near or n'a repreaentatma. OLES BELOW FINISHED SURFACE PRIOR3"WASHED RDCK 24" O POURING CONCRETE SIDEWALK.6 Concrete shall be OLaea M-4000 ' ' ��1.,. CURB h CUTTER 6. Crushed gravel base mall meet the requ'remente of Sect'on 02235(MPW SPECS,2003 ed) For curb and MIN.6'THICK guttr replacement project,,washed rock may be used for the gavel base. M-400D CONCRETENSERT SIGN 18" INTO SLEEVEOR MATCH E%ISTING OR REQUIRED SIDEWALK WIDTH /-: -4000 CONCRETE ANCHOR „ BLACK OLIVE 1. CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12 1 6 BLACK&OLIVE,LLC s STANDARD DRAWING NONE CURB & GUTTER Mar. 2006 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 TYPICAL BOLLARD DETAIL SIGN AND POST DETAIL TYPICAL CURB DETAIL TYPICAL APPROACH DETAIL SCALE �/4 = SCALE %;' 1' 110 EAST OLIVE STREET o BOZEMAN,MONTANA 59715 NOTES N.T.S. NOTES N.T.S. NOTES _ 1. CURB AND GUTTER TO BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY 1. APPROACHES To BE CONSTRUCTED IN COMPLIANCE WITH MPWSS AND CITY OF 1. SIGNS TO BE INSTALLED IN COMPLIANCE WITH CITY OF BOZEMAN MODIFICATIONS DESIGNED:CDP no OF BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02528. BOZEMAN MODIFICATIONS TO MPWSS, SECTION 02529, EXCEPT WHERE SPECIFIED IN TO MPWSS, SECTION 09810. DRAWN: JP THIS DETAIL DRAWING. CHECKED: CDP n 2. PLACE SIGNS AT LOCATIONS SHOWN ON SITE PLAN. PARKING SIGNS SHOULD o 2. ADD SUB-BASE BELOW CURB AS REQUIRED To OBTAIN A 12" THICKNESS 2. SEE SITE PLAN FOR DIMENSIONS. REINFORCE WITH #4 BAR ON 16" GRID. TYPICALLY BE 18" BEHIND CURB, OTHER SIGNS SHOULD TYPICALLY BE 30" BEHIND DATE: PROJECT DATE N BENEATH THE CRUSHED GRAVEL. IF EXISTING SUB-BASE MEETS THIS CURB. REQUIREMENT NO ADDITIONAL IS REQUIRED. SHEET 3. ADD SUB-BASE BELOW DRIVEWAY AS REQUIRED To OBTAIN A 12" THICKNESS BENEATH THE CRUSHED GRAVEL. 3. MAXIMUM PENALTY SHOULD BE SHOWN PER LOCAL ORDINANCES. ^ 1.4 eA