HomeMy WebLinkAbout004 C-4 Details 1/4-PER 1'SLOPE, 1 5.5'
STEEL POST MARKER TYP NOTE:IF SIDEWALK EXTENDS TO CURB,
q. PAINTED BLUE 6" INSTALL APPROACH AS PER STANDARD
LNE OR
PROPERTY LINE DRAWING N SECTIONS.
WITH 15'CURB
I/urea stop AND Box �wALRETO CURB STOP LINE OR 5.4"(0.45') 1 TRANSITION SECTIONS.
EASEMENT
I C LINE Y'co ETEBTBeOR ER
TO
5'
5 1/2'BOULEVARD 24"
tn,P) CONCRETED WITH I TO BE TAPER CURB FROM
REINFORCED WITH 1.5L85 9' FULL HEIGHT AT
4, FIBERMESWCY OR Yz'REBAR TBC 2 VERTICAL CURB OR ROAD TO FLAT AT
STREET SURFACE 5'SIDEWALK GROUND SURFACE INTEGRAL CURB& SIDEWALK
(ttP.) I v ° GUTTER
WATER MAIN B.5 MIX.c SEE EETALS
h B BELOW N 1ZlZlLT17lLT n 4" TOPSOIL PI 3"R�1� 15 FLAGXPANSION JOINTS
r dFF
CURB BOXINSTALL EXPANSION JOINT IF DRIVEWAY
IS P.C.C.PAVEMENT
�11.5' PROVIDE 5'STATIONARY 12" '_ d
ROD IN ALL CURB BOXES // 1III
(ttF.) �\ - -^° 6" 40'MAX.COMMERCIAL 4 REBAR ON 2'X2'GRID
6 1/2'MIN. I / ° ° 4 4 7.5" 40'MAX.INDUSTRIAL
COVER I.�B" °ad - °
I-WATER SERVICES urvE SruB 10'-12'UTILITY EASEMENT a d°° a _4
(SEE COB
o256 BERICE u E-- \/ODB)D IN"ALLEDEa eielrvcMFi raliE(SERVICE \ O O O O O
APPLICKIII a PLU R amRED) SEE DETAIL a' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 " "
BELOW PICA[EXCEPT IN SPECIAL CRUSHED GRAVEL O000000000000000000000000000000
CIRCUMSTANCES WHERE CITY HAS BASE- 3"MIN. 000000000000000000000000o OO OOOO CONTRACTION JOINTS OYP.)-SPACE AT 5'INTERVALS
\\NTRAGTOR APPROVED ALTERNATE LOCATION) IN SIDEWALK,10'INTERVALS IN APRON
MON ASSEMBLY NOTE:METER SIZED SAME AS INCOMING LINE-NO E%CEPMONS. CURB STOP�_ SUB-BASE COUP
REQUIRED SE
FOUNDATION ( FUM REQUIRE) M I'MIN/2'MAx
ERVG1 uNEI I- Ir re oP WATER MNN \/�\\//\\/\//\\//\\//�/ \/\\////\\/ \1/\\/�%\//%\/��,
TO DOMEsnC 11E ILY AS REau RED) 3 TAPER CURB FROM
fly NO COUPLINGS OR OTHER JOINSS A L WED ON SERVICE PIPE FROM BASE MATERIAL FULL HEIGHTAT
FOUNDATION METE ooME c 5I COMPACTED SUBGRADE
nxruREs 11 CORP.STOP TO CURB STOP FOR 3 4 AND 1"SERVICES. ROAD TO FLAT AT
P l M nxNREsrn TRANSITION TOP
x STRAIGHT COPPER PIPE SHALL BE USED FOR 1 1/2"AND 2"SERVICES OF CURB TO SIDEWALK
DOWMATCH SIDEWALK
• N ROM •- \oowrvs»iEAM DETAIL OF A SELECT MATERIAL BACKFILL AREA T/a"
SHUTOFF'�
PROPERLY CORPORATION STOP IS
SPECIFICATIONS) p,s- t 5"
INSTALLED j j�/��j//j/ ///�/////// EXPANSION JOINTS AT
T SA MT RAGLGHTTO-1 WR I Mlx. STOP,DRAT/ON �j%/ % j�� j��j �j j�� 4"PER 1'SLOPE 4°PER t'SLOPE 2'PEre t'SLOPE e'�� CURB RETURNS
-ME TER SAME ESIITZE INCOMING LINE NO EXCEp7IONS,METER MUST TAP MAIN AT /j//// /j/ // / / � /'1"CIA.MIN.
ACKF T DIRECTLY
DEVICE O ANGLE OR STRAIGHT STOP AN
�>u 1/2Rg 2DSERwcEs ONLY) SPRING[/NE. / /�j SERVICE PIPE
•°DOWNSTREAM SHUT OFF VALVE MUST ,�� 2 / / UR3&GUTTER
BE SEPARATE FROM BACKFLOW DEVICE TYPICAL FLOODETAIL 3ATION(N.T.S.) \� 3 O DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
DETAIL _
(CRAWL SPACE)
TYPICAL WALL PENETRATION N T.S. /
INSTALLATION REaUIREMENTs ) ��\ 4 / \ \\ \ �\���\\ NOTES:
WATER SERACE LINE NSTALUMONs SHALL CONFORM TO THE REOUIREMENTS OF TIE cm OF BOZEMAN wATER SUPERIWENMNT. i TRENCH BOITOM� 6"MIN. SIDEWALK DRIVEWAY APRON
R 3/a•,I 1/2•,A INc no.D2B6D-12 � � ���1y, O 1. Subgrade or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) DRIVEWAY(A.C.C.
t.
2.FOR I" LINES SHALL BE TYPE K coPFER Fo 1 ND 2'SERVIEG.SEE STANDARD ORAw our
FOR a••AND LARGER DOMESTIC sERwcE LINES. GERwcE UNE3 BETWEEN 2^AND 4-ARE'Or A_1O 00. �� �� U�, � �� �� 2. Contraction joints shall be
placed at 10' intervals and shall have a minimum depth of 3/4" OR P.c.C.PAVEMENT) 5'Tor. 5.5'ttP.
1/2-AWD 2•sERACES. `�; ��!����\i�� ��\"f�\���\\��f ��� and minimum width of 1 8'.
4 CORMORMLIN B SHA gBBE BEDDEOBJ-UU ONiR AM PUBLEC AND
PIPEwRH SAND,
NAMO MATERUALN MAY BE USED AS BEDDING IF T\\ �\\ \/ / 1/4"PER FOOT SLOPE STREET SURFACE
aUIREMENTs aF M anA wa Ks axDAR vise 2z1- a Do N MATERML 3. 1/2"expansion joint material shall be placed at all P.C,s, P.T.S, curb returns and at not more
nF s ry s/a^. s�x 2sERv'0 CxEs areE wo o AM TR1 %s of wwcxuxws Su+uvxi %s�ovETM-R ESExnc-E LINES than 300' intervals. The ex erosion material shall extend throw h the full de th of the Curb
wxcEre»u I WATER su IE LNEs EInL HAVE A MnMUM
5.PROVIDE FLE%BLE WATER TIGHT CONNECMON FOR P1L WALL OR FLOOR PIPE PENETRATIONS. MEASURED FreOM CENTER UHE SmEET GRApE wHE E T 5 L P 9 P
6.M7Rs sHAu REINSTALLED
RY THE"WATER cePARTMwr AT cusroMERI EXPENSE THE WATER OEPAKrMEnr. SHAD.HAVT A MAx MUM h 1/2 FOOT CmER AT CURB STOP, and gutter.
1.No SERVE LNE SHAU_BE BACKFLLED UNTIL T HAS BEEN NSPECTED ANo APP-D WATER sERv cE LINES SHALL BE NSTALLED WHERE SHOWN ON THE DRAWINGS OR As SPECIDED. 4. NO curb and gutter shall be placed without a final form Inspection by the City Engineer or his 1 -
e.C-"1 Ctt OF BOZEMAN WAIEE DEPARTMENT FOR MPreOVED LIST OF COPPER CONNECTIONS.
2 1 9 WATER SERvTCE LNE Mar BE REDUCED TO A SMALLER sZE THAN THE WATER SERACE STUB R BEDDINGIA 1 A.MAxM M wrtlN F SERYCE Pv. representative. WASHED ROCK 6-THICK
5. Concrete shall be Class M-4000. 6. Crushed grovel base shall meet the requirements of 3"MIN. M-4000 CONCRETE
10.METER.BACK-PROTEcnaN.AND INCOMING SERVICE LINE MUST ALL BE THE SAME sZE. Ns CURB STOP So THAT OPERAMNG KEY S PARALLEL TO STREET N OFF-POSrnoe. Section 02235 (MPW SPECS, 2003 ad.) For curb and gutter replacement projects, washed rock
WATER SERVICE LINE may be used for the gravel base. SECTION A-A
CITY OF BOZEMAN SCALE: NO 02660-15 CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6
FROM CURB STOP TO BUILDING NONE
STANDARD DRAWING NONE Dec. 2003 STANDARD DRAWING DEC 2003 CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE N0. 02528-1 CITY of BozEmAN SCALE: NON-RESIDENTIAL N0. 02529-13
(LINES 2" AND SMALLER) Rev. Aril 2006 STANDARD DRAWING NONE CURB & GUTTER Revised STANDARD DRAWING NONE DRIVEWAY APPROACH DeC. 2003
Mar. 2006 1 1 FOR ARTERIAL STREETS
1/4"BELOW TOP OF GREEN STEEL POST CITY OF HO%F.NIAN SIDEWALK AND DRIVEWAY SPF.CIFICA110VS
NEW PAVEMENT SURFACE AT END OF SERVICE
1. Standard sidewalk location shall be one foot from property lines and within the public
HEAVY DUTY MONUMENT BOX,SIMILAR TO CARD ENO.NO.50608-1 PROPERtt 12 AA right-of-way. Deviations from the standard location shall be within accordancewith the City of
LINE OR STREET PAVING&GRAVEL AS REQUIRED EASEMENT 27 SLOPE Bozemuis Sidewalk Policy. All sidewalks shall be five feet m width unless otherwise specified
NE �� /6" ABOVE ASPHALT by the City Engineer.Cunswcl on of sidewaU s,driver approaches.and club and gutter shall be
SEAL JOINT WITH RAM-NEN 5 1/(TMBOULEVARD in accordance with Alontana Public Works Standard Specifications cold as specified herein
4
I 8"X 3'ROUND CONCRETE SLAB STREET SURFACE TOP
5'SIUEWALK GROUND SURFACE ASPH�WA
%i All concrete knew sidewalks constructed nests vehicular tmnic torus shall be i ches in n Of
SDP Hue To (tta.) I six(6)inches in thickness. Dnv,way aprons shall also he a mininwm ol•sux(G)inches in
THREADED ADAPTOR '
FROST thickness. All other sidewalks shall Ile a minimum of four(4)inches in thickness.
EXPANSION 25. 3" MIN BELSPHALT
SLEEVE THREADED PLUG - COMPACTED BACKFILL
TYP> SEE SPECS.) � 3" MIN GRAVEL BASE 3. All base Crouse fir driveway approach,%and sidewalks shall he I L:"minus washed rock.
.�n s' 8' The base course shall he a minimum of three(3)inches thick under sidewalks and driveway
(ttP.) (ttPICAL EXCEPT IN SPECIAL ^ / CONCRETE
CLEANOUT PIPE,8"PVC NON-SHRINK
CIRCUMSTANCES WHERE CITY HAS `}t' TH G K M-4 aprons and six(6)inches thick order curb and grater unions.
-NON-SHRINK
APPROVED ALTERNATE LOCATIONS)
4. The grade of the sidewalk is to ILA v"sWhlishcd by a uniform slope ofone-quarter(':)inch
._ .• per foot n%e from the top of the adjacent
full- ght curb.The uniform slope Specified shall
-o" i45 "�•• "' continue through the sidewalk section and to the curb to ensure drainage to the strcel.
3' MIN. BEti° 2-X 2"WOOD THICKENED EDGE SIDEWALK
END OF SERVICE LINE.SLOPE=1/4" MARKER 5. The m&x1mUnl do\'CNAV IIIrU.9t w idths afV-HS IOIION's.rcSldenllal aeee%a-24 feet-.
TRENCH 45' ELBOW PER FOOT MIN.,1/2"PER FOOT TYPICAL SECTION commercial a Tess-35 Icel.industrial access-40 11'el. For shared approaches for
MAX. condominium,townhouse,or duplex units,the maxim=driveway throat width is 40 feet Any
C SEWER MAIN existing full-height nub and gutter section shall be removed and replaced a%one complete
PLANT MIX ASPHALT SURFACING section with the construction of a new driveway approach \nmoved cohtanors may h,
3"MIN DEPTH @ 93%MD permitted to sawcut existing full-height club to provide drop-curbs fbr approaches. A-Core Inc.
8"PVC \\\ INTEGRAL CURB is an approved concrete cutting contractor
Ito LINE-1 FITTING FOR `PLUG AND GUTTER CRUSHED GRAVEL BASE COURSE
NEW INSTALLATIONS. 6"MIN DEPTH @ 95%MOD 6. Corgi�rctc(air-art a ) pTe�a le b I incd shall Iure n miairnuia tom i Iron Ih of 4000 psi n a 2R-
SADDUE R71NGS ALLOWED O
FOR EXISTING INSTALLATIONS dery test.LLCmg 6 Racks of cement per cubic yard of concrcte with a maximum water content of 6
ONLY UPON APPROVAL OF 18-MIN.
CITY OF BOZEMAN SEWER gallons per sack of cement.
END OF LINE CLEANOUT DEPARTMENT
IF REQUIRED USE PLUG - i i i i� i? ?• ?•i i?• 7. Constmetioh joints one(1)inch in depth shall be placed every five(5)feet.and
` ` eX ansiun Dints shill heplaced every twenty-five 2S feet III sidewalks. Fx a1151a11 OIM
�-_• ram_,/1 _;r -_• _'/� -_,• _;r _;� -_;/��
SERVICE INVERT No w ;��� ,�rl,� ,- - r -�' -T;���- ,� �,- material shall be one-half inch Thick pre-formed bituminous treated fiberboard filler.
LOWER THAN SPRING i/� ;I�T �-T/� -i/� -i - - `/ '/ Construction joints for curb and grater shall be plat d at ten(10)fwt interval and shall have a
roR WESLIWTTEINGSAIN \\\ ��\ \\�\�\/\/ �\/� �\ minimum depth of 3'4"and minimum width of 1 9". 11alf inch expansion joint mat"rial shall Iw
\ �//\ \/T//�./ plat d at at I points of nuvam ngnwy-rr and ta curb rctunnu and wh,rc new coneTn,abuts
SUB-BASE COURSE existing coral'Ibe expansion material shall extend through the full depth ofthe curb and
COMPACTED 15"MIN DEPTH @ 95%MOD ON TX140 gutter.
SUB-GRADE GEOGRID ON 60Z SEPARATION FABRIC
R. A repr•k.cntative from the City hn¢inrer'.Office must inspect all forms and base
course before connrte is gmrcd in the public riRht-af way. Phime Nit-221a1 to schedule
CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 inspections a minimum ol4 houm to pouring.
STANDARD DRAWING NONE CLEANOUT DEC. 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 PARKING LOT TYPICAL SECTION
VERIFY SCALE REVISIONS DRAWN BY:CMW PROJECT NUMBER
THESE NO. DESCRIPTION DATE BY ENTERPRISE BUILDING 1134.008
REDUCED.LINEBELOW PRINTS MAYBE Chl BY:CMW
MEASURES ONE INCH ON
SHEET NUMBER
aRIGINPL DRAWING. Ergineenng APPR.BY: BOZEMAN SITE PLAN SUBMITTAL MT
Consulting ze N.11th Ave.
Design Bozeman, )5 1-331 DATE:20/28/23
DRAWING NUMBER
NESISNGINEERING, INC Plannin Phone:(406)581-3319 Q.A.REVIEW DETAILS C-4
MODIFY 3CPEE ACCORDINGLY g
BY:
HA1134\008-ENTEPRISE MOD\ACAD\SHEETS\SHEET-C4-DETAILS.dwg Plotted by Chris waste on 2/28/20234:59 PM 43eginnilWofaXCWStaaardofCMnitnent COPYRIGHT®GENESIS ENGINEERING,INC.2023 DATE: