HomeMy WebLinkAboutC-3-Details-061118 STEEL POST MARKER 1/4°PER 1'SLOPE,
PROPERTY PAINTED BLUE� GREEN STEEL POST CITY OF BOZEMAN SIDEWALK AND DRIVEWAY SPECIFICATIONS
LINE OR r/1// AT END OF SERVICE
EASEMENT fi" Y.5'
LINE s.a"(o.as') 1. Standard sidewalk location shall be one foot from properly lines and within the public
5 1/2 BOULEVARD
(TYP.) (
PR P RTY
FLOW-TNRU GUTTER
r LINE OR o E right-of-way. Deviations from the standard location shall be within accordance with the City of
2'CONCRETE BORDER 7y
4' EASEMENT CONCRUEBORDERTOBE 24 Bozeman's Sidewalk Policy. All sidewalks shall be five feet in width unless otherwise specified
STREET SURFACE 5'SIDEWALK GROUND SURFACE LINE REINFORCED WITH ISLES 9'
FIBERMESHICY OR REBAR b the CityEngineer. Construction of sidewalks,drive roaches,and curb and utter shall be
(TYP.) 1 5 1/2'BOULEVARD TBC 2" y �p g
(TYP.) 4' in accordance with Montana Public Works Standard Specifications and as specified herein.
FLAG
1• ,.� Z;5' STREET SURFACE TOPSOIL:
CURB BOX 5'SIDEWALK GROUND SURFACE 4" 3"R
(TYP.) I �(TYP) �� a"R s" 2. All concrete sidewalks constructed across vehicular traffic lanes shall be a minimum of
11.5'�-II PRovDE s STATIONARY six(6)inches in thickness. Driveway aprons shall also be a minimum of six(6)inches in
(TYP.) I ROD IN ALL CURB BOXES - 2 5. 12" �\ 4 a thickness. All other sidewalks shall be a minimum of four(4)inches in thickness.
COMPACTED BACKFILL //
covEli MIN. (TYP.) (SEE SPECS.) _g B zs 3. All base course for driveway approaches and sidewalks shall be I'W'minus washed rock.
(TMP> (TYPICAL EXCEPT IN SPECIAL �9 °Ad da P. The base course shall be a minimum of three(3)inches thick under sidewalks and driveway
SEE DETAIL e' CIRCUMSTANCES WHERE CITY HAS // o o 0 0 o aprons and six(6)inches thick under curb and gutter sections.
APPROVED ALTERNATE LOCATIONS)
(TYPICAL EXCEPT IN SPECIAL O O O O O O O O O O O O O O O O
BELOW CIRCUMSTANCES WHERE CITY HAS CRUSHED GRAVEL 0000000000000000000000000000000
P BY CONTRACTOR APPROVED ALTERNATE LOCATION) BASE- 3"MIN. O o 0 0 0 0 0 0 0000000
0 0 0 0 0 0 4. The grade of the sidewalk is to be established by a uniform slope ofone-quarter(/4)inch
0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 o per foot rise from the top of the adjacent full-height curb. The uniform slope specified shall
CURB STOP 2"X 2 SUB-BASE COURSE continue through the sidewalk section and to the curb to ensure drainage to the street.
WOOD AS REQUIRED
Im
SERVICE LINE.SLOPE= 1/4" MARKER 5, The axmium drivewaythroat widths are as follows: residential access-24 feet;
WATER MAIN 45' ELBOW—
LBOW PER FOOT MIN., 1/2"PER FOOT
E
BASE MATERIAL MAX. \/\\\�\\\,/, commercial access-35 feet;industrial access-40 feet. For shared approaches for
NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVIC
CORP.STOP TO CURB STOP FOR 3/4-AND 1-SERVIC ESPIPE FROM
. COMPACTED SUBGRADE condominium,townhouse,or duplex units,the maximum driveway throat width is 40 feet Any
STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1 AND 2"SERVICES SEWER MAIN existing full-height curb and gutter section shall be removed and replaced as one complete
DETAIL OF A SELECT MATERIAL BACKFILL AREA section with the construction of a new driveway approach. Approved contractors maybe
INSTALLEPROPERLY CORPORATION STOP (SEE SPECIFICATIONS) as-
tI a/a permitted to sawcut existing full-height curb t0 provide drop-curbs for approaches. A-Core Inc.
CORPOR,4�lON ////////// ///////////// /��//� //� /��//� /� IN LINE WYE FITTING FOR PLUG t +S p g P
STOP. j�/ /jj/ / j jj/j j%/ /�j%/ NEW INSTALLATIONS. s'P[R t'SLOPE [��:�_IPEI
LoaE ,2-PEa, sLOPc is an approved concrete cutting contractor.
TAP MAIN AT //// ////,//���//////����///////�/ 3/4"DIA.MIN. SADDLE FITTINGS ALLOWED Bs
SPR/NGL/NE 2 SERVICE PIPE FOR
EXISTING
UPON APPROVAL INSTALLATIONS
S day test,6. USIng 6 sacks Of cementoncrete(air-entrained) hpel'cubic yard 0 concretehave a minimumpw th a maxLmumssive strengthowat
ONLY water content of 6
% % CITY OF BOZEMAN SEWER
O DEPARTMENT. DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB gallons per sack of cement.
3
4 _�\\ �_A\��A\i� i NOTES: 7. Construction joints one(1)inch in depth shall be placed every five(5)feet,and
5-MI". SERVICE wvERT No 1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ad.) expansion joints shall be placed every twenty-five sidewalks. Expansionjoint
\\\\\/\/\\� \\\ \\ \ LOWER THAN SPRING 2. Contraction joints Shall be placed at 10' intervals and Shall have a minimum depth of 3/4"
\ \ \\\ \� \\\� �I LINE of SEWER MAIN and minimum width of 1/8". material shall be one-half inch thick pre-formed bituminous treated fiberboard filler.
i
�/ t\\ \\ tomGENENOTES . i FOR wvE FITTINGS.
3. 1/2"expansion joint material shall be placed at all P.C.s, P.T.S, curb returns and at not more Construction joints for curb and gutter shall be placed at ten(10)foot intervals and shall haves
WATER SERVICE uNEs SHALL HAVB A MlwuuM a,/2 Fool coVER MEASURED FROM THE ExISTINc ORouNO SURFACE,EXCEPT THAT coVER SHALL BE than 300' intervals. The expansion material shall extend through the full depth of the curb o minimum depth of 3/4"and minimum width of 1/8". Half-inch expansion joint material shall be
ERwcE u'ED ARE LND TO A STREET SIDE
WHICH
HAS Ary uawu SLOPE. w and gutter.
SHAD RHAVE A MAxIMUMRILIN/2sFOOT COVER ATHCURB STOP. ATER sERwcE ury 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his placed at all points of curvature and tangency,curb returns,and where new concrete abuts
2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE C—INOB OR AS SPECIFIED, representative. existing concrete. The expansion material shall extend through the full depth of the curb and
3. 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of gutter.
Section 02235 (MPW SPECS, 2003 SO.) For curb and gutter replacement projects, washed rock
BEDDING INSTALL
CURB STOP SHALL BE tw THAT�AOPERXTNG KEYXIMUM WITHIN S IS PARALLEL ETo STREET IN OFr-PosmoN, may be used for the gravel base.
8. A representative from the City Engineer's Office must hlspect all forms and base
CITY OF BOZEMAN SCALE: WATER SERVICE LINE N0. 02660-6 N0. 02730-2 CITY OF BOZEMAN SCALE: SANITARY SEWER CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 course before concrete is poured in the public right-of-way. Phone 582-2290 to schedule
STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING NONE CURB & GUTTER Revised inspections a minimum of4 hours to pouring.
Mar. 2006
r 1/4-BELOW TOP OF
NEW PAVEMENT SURFACE
1 rTHR�DED
UMENT BOX,SIMILAR TO CARD ENG.N0 50509-1 12'
STREET PAVING&GRAVEL AS REQUIRED 2% SLOPE
�-� ABOVE ASPHALT
SEAL JOINT WITH RAM-NEK "
a 30 6
• 8"X 3'ROUND CONCRETE SLAB - - 11 3 „
-
TOP ASPHALT
OR
FROST
EXPANSION
SLEEVE 3" MIN BELOW ASPHALT BOLT TO
3" MIN GRAVEL BASE CONCRETE
11
NON-SHRINK 4" THICK M-4000 CONCRETE INVERTED "U" BIKE RACK DETAIL
3'-0°MIN. 45 1/B BENq
TREN�H THICKENED EDGE SIDEWALK MSIGN CAN
OUNTED B WALL
TYPICAL SECTION OF BUILDING ATEND
SAME HEIGHT AN
8"PVC f 6' PERMIT
INTEGRAL CURB REQUIRED 1.0'
AND GUTTER $100 FINE
1:12 MAX 2%SLOPE
._ LANDING 1:12 MAX 1:5'
END OF LINE CLEANOUT VARIES 2%MAX SLOPE 11 I I � �� X•-%I�}��,����,�j /��
IF REQUIRED USE PLUG CGS-% �5 � dS�� GS=r S
W, ;� <<' ;r-°' ;F °'',•Y ' Y�T'';r <' ;- < ; 2"SQUARE
OR ROUND
STEEL POST
LANT MIX ASPHALT SURFACING
3"MIN DEPTH @ 93%MD SIGN POST 4.5'
CRUSHED GRAVEL BASE COURSE FOUNDATION
TAPER CURB TAPER CURB SUB-BASE COURSE 6"MIN DEPTH @ 95%MDD PEMODR CITY MPW
DETAIL
TO MATCH DROP CUR 15"DEPTH @ 95%MDD B TO MATCH ON GEOTEX 315ST FABRIC' `IF SUBGRADE IS SOFT AND UNSTABLE, 09810-1
SIDEWALK FOR PIED SIDEWALK INSTALL LAYER OF MIRAFI RS5801
RAMPS COMPACTED GEOSYNTHETIC AS DIRECTED BY THE
NATIVE SUBGRADE ENGINEER/GEOTECH.
CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 WHEELCHAIR ACCESSIBLE RAMP
STANDARD DRAWING NONE CLEANOUT DEC. 2003 PARKING LOT TYPICAL SECTION HANDICAP PARKING SIGN DETAIL
VERIFY SCALE REVISIONS DRAWN BY:JRM PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:CMW OSTERMAN COMMERCIAL CONDOS 1086.010
REDUCED.LINE BELOW
MEASURES ONE INCH ON 1 UPDATED PER DRC COMMENTS 06-11-18 JRM 760&770 OSTERMAN DRIVE SHEET NUMBER
ORIGINAL DRAWING. Engineering APPR.BY: BOZEMAN MT
NESIS Consulting 204 N.11th Ave.
/'► Design Bozeman, )5 1-331 DATE:03/2018 DRAWING NUMBER
NGINEERING, INC Plannm Phone:(406)581-3319 O.A.REVIEW DETAILS (,'_3
MODIFY SCALE ACCORDINGLY g
BY:
HA1086\010\ACAD\SHEETS\MASTER SITEPLAWC3-DETAILS.dwg Plotted by christopherwasia on 618/20187:05 AM r7(ie Beinn{n D aYew StandardrifCommitment COPYRIGHT®GENESIS ENGINEERING,INC.2018 DATE: