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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. 9' (R7-8) (12"X18" TYP) OR DESCRIPTION 2" OTHER SIGN PER SITE PLAN NOTES MAINTAIN ° PROPER SITE PLAN REV - 1 n SETBACD N THIS RETAINING WALL DETAIL S FOR WALLS LESS THAN EXTENTS. 4I" TOPSOI a '✓3.R /* I 5" ZONING PER NET HEIGHT. SEE GRADING PLAN FOR LOCATION AND EXTENTS. L(TYP.) T 4'R REGULATIONS No. DATE BY ¢/•'ro YCPE MAX FINE 2. RETAINING WALL TO BE CONSTRUCTED IN COMPLIANCE WITH 5'TRANSIT N SECTION FROM 4 12" a "d' EXISTING CURB TO DROP CURB: MPWSS SECTION 02529. CONCRETE TO BE M-4000. -.P<� DESCRIPTION �9" .a_ad a. .. a e 7.5" a 4a'4 � � EXPANSION JOINTS COMPLETELY 0-0-0-0,. AROUND SIDEWALK SECTION NO. DATE BY O 0 O O O O O O 0 0 O 0 0 0 0 O MAX.THROAT WIDTH 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 0 0 aD'INDUSTRIAL 6" SCH. 40 STEEL BASE E 3"MIN. O O O O O O O O O O O O O O O CURB&APRON POURED MDNOLRHIC 0 0 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. AS REQUIRED CONTRACTION JOINT 84" EXPANSION JOINTS AT CURB RETURNS o t' "TELSPAR QUIK w 1 COMPACTED SUBGADE w BACK OF CURB PUNCH" 2" SQUARE "`KYttMllllllllll//////, rn SIDEWALK CONTRACTION JOINTS 14 GAUGE POST 48 N�pNTANq x0 SPACED 5 DEPTH1" INTERVALS.. EXPANSION JOINTS FLOW LINE ,Ltt TO BE PLACED AT 25' EDGE OF GUTTER ��•CORDELL D.{•- as' 1�5' INTERVALS. VARIABLE FASTEN POST TO SLEEVE ='v• POOL I-s pe �y q"p6g LOPE CONTRACTION JOINTS TO BE SPACED (5.5 ') WITH 5/16" BOLT(A325) PO No.11645PE;� T Y PER 1'SLOPE.� AT 10,INTERVALS IN CURB&GUTTER 3 c o e 9Sy e0, 1 1Y2" ABOVE FINISHED PAVEMENT OR FINISHED '.�tn t�C'ENSE#•�j�=� -`I ALLACU BNR PLACEMENT SHALL BE JOINT MATERIAL SHALL BDONE2WITHL CK INTEG ALFCURBDAND GUTTER UNLESS BITUMINOUS O OTHERWSER APPIROVED. HEADEFROME RT OPPOSITE BOLT GRADE �NAEXPQII�p�\\\\ DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB SIDE OF EXPECTED �' ° 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 rr 2 FINISHED ,a SIDEWALK DRIVEWAY APRON SIDE. L 4Ll GRADE . 5 NOTFa. 1' •5'TYP. 5',P(P. \ \ K U 1. Sub de or base cour a aUl shall conform to sect'on 02230 M.PW S e ) 1 4'PER FOOT SLOPE (V ) STREET SURFACE v M-4000 CONCRETE (TYP.) gra camps ( pace.1996 d. \ 3s• CIVIL SITE 2 Contract',,joint,shall sbe placed at 10'interval.and shall nave a mn'mum depth of 3/4'and nin-na width of 1/1'. '.. 3. 1/2"expanaon jo'nl material shall be placed at all PCs.PT.¢,curb rewm¢and at sot more than 300',ntervale n e J - ` \. J .\ SQUARE 2-1/4" x 24" 12 GAUGE 1 °• y DETAILS % exPORs on through matenal shall extend the full depth or m aar e b and Satter. a '� HEAVY DUTY TELSPAR ANCHOR, TAPE , _ a. No curb ana gutter snall be placed MIa final form inspection by the City Engneer or his repr¢¢entaeme. �� HOLES BELOW FINISHED SURFACE PRIOR f' a ^^ 24"\ TO POURING CONCRETE SIDEWALK. 6 Concrete shall be Cl...M-4000 3"WASHED ROCK Y.S,. CURB GUTTER 6. Crushed gravel base shall meet the require-te of Ssat'on 02235(MPW SPECS,2003 ed) For curb and MIN.6'THICK \ �/\ cl gutter replacement project¢,washed rock may be used for the gavel base. M-.DOD CONCRETE i INSERT SIGN 18" INTO SLEEVE \�1 "OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH /-: M-4000 CONCRETE ANCHOR „ BLACK OLIVE CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE N0. 02528-1 CITY OF BOZEMAN SCALE: NON RESIDENTIAL NO. 02529-12 1 6 BLACK&OLIVE,LLC STANDARD DRAWING NONE CURB & GUTTER RevisedM STANDARD DRAWING No DRIVEWAY APPROACH Dec. 2003 SIGN AND POST DETAIL TYPICAL BOLLARD 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