HomeMy WebLinkAboutC2.2 COB Standard Details 10-27-17 5.4"(0.45')
24" I R - 15
gP CURB R
a
2"
PT b '
WAN
P OPER
PROPER
NOTE:NH EPA TRENCH PASSES THROUGH EXISTING PAEE 1 A B " •' S DEYA K AOB MANE: OSM
THE PAVEMENT SHALL BE CUT ALWO'NEAT EEOF THE
TOPSOIL a } �j 1'lTrv.) SETBACK PER
Uxf A MINIMUM OF 12'(30cm)FROM TIE EDGE OF THE 1RENCH 4," 3"R / I ,5" wpN a."MOST •'3I mrol ZONING "" MD
L(YP.) 4"R R a 3 1rtp g�K
OPENING. WHERE NEAT LINE S LESS THAN 3'(O.Bm)FROM EDGE QT To N t•�C CuHB.3 LLEM •Q °C R REGULATIONS
OF EXISTING PAVEMENT M CURB AND WTTER SE ON. 3/ N NT:
-.I MD REPLACE ENTIRE PAEEENT SECTNXR BETWEEN
TRENCH AND EDGE of PAVEAENT t •.P a G A � ' . EXISTING CURB TO DROP CURB:
a J 5'TRANSRION SECTION FROM
A a 2
.+ �" •5" y••--SN-AL xD MA%. A r'smcwux lTYP7 ° WARNING
EWSTHC STREET SURFACE /IllCAL TRfNGM WALLS WTH 'w'� e 0 a e �" LA"iWAND + •A O 1�Z 1'•
SNORING TO CONFORM TO O.S.H.A d. 24'Min. . E s
%PANSION JOINTS COMPLETELY
REWLATONS• A <e.0 O P O •••• x •.
r,2"(3O cm)MIN.-{I O O O O O O O O O O O 0000000 O SCALP. I -5 AROUND SIDEWALK SECTION
WBCRADE OR GROUND CRUSHED GRAVEL O O O O O O O O O O O Mix.THROAT WIDTH F THIS BAR DOES
0 0 0 0 0 0 0 0 0 Coo 000000000 35'COMMERCX NOT MEASURE 1"
suRFACE BASE-3'MIN. O O O O O O O O O O O O
O O O O O O O O O O O O O O O O 5 1/z'eLw.(TMP�) 40'INousTRML CURB&APRON POURED MONDfrtHlc THEN DRAWING IS
AGAAG
(," �. UNLESS OTHERWISE APPROVED NOT TO SCALE
SUB-BASE COURSE 9•RAGE
AS REQUIRED CONCRETE uF'.E CONTRACTION JOINT
INSTALL DETECTABLE SLOPING.BENCHING OR
ARMING CAPE 1R'(NSem) SUPPORT SYSTEMS IN THIS RAMPS i05�BpE pCCEW54 G.MPL0 WIN
Flo.Tine
BACKYOPE AS SPEdFlED MAX.DEPTN AlEA TO CONFORM TO WMVR THE WRPWMPD`4llW8`THE PAM�PS.Mi4 E%PPNSION JOINTS AT CURB RETURNS -
fDRnOxeL) O.s.H.A.REWunOM' COMPACTED$UBGRADE �1n L G. Pd
TO CONFORM TO O.S.H.A ' BACK OF CURS
el Mod4' 4°mo+"�� LaW"�i`NE:'"iXc saRN DRAW MLa i a P o
REWLATIONSr IttPICJ1 �") SIDEWALK CONTRACTION JOINTS HR r
SPACED AT 5'INTERVALS-MIN. FLOW UNE
REINFORCyCONCREE IN DAMPS WON DEPTH 1'. EXPANSION JOINTS EDGE OF GUTTER X
FlOERMESK AT A RATE IF t 1/1 1be./CY. TO BE PLACED AT 25' a n
,y 1�5" 3/4- OR RAW
exexlD rnucE APE uESX 12" 5'-0" 12 INTERVALS' VMMRLE m 7 a 0
TYPE'A'."B',OR"C' 5"('sm) TOP OF CURB ILA a
TRENCH BAGKDLL �_yL4"PER 1'SLOPE OPE 1 (5.5'TYP.) Q
y B" t Y"PER 1'SLOPE r EiivATioxON OISINAGE WAVES, SIDEWALK L CONTRACTION JOINTS TO BE SPACED CU -
B.5 r E�=L
Tr AT 10'INTERVALS IN CURB&CUTTER O f P X
5'SIDEWALK FLOW LINE 5.5" NO UP S S^ EXPANSION JOINT MATERIAL SHA1-L BE 1/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. a N I`LL ur
SELECT TYPE BEDDING LANDING
4�.0 \ MATERIAL PLACED VARIES SECTION B-B ALL CURB REPLACEMENT SHALL BE PONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. U i
qM� IN 6"(15.)LAYERS A DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB NO UP r 9 5" ya urA NO SCALE m o
TYPE 1 PIPE BEDDNG COMPACTED AS SPEOFlED I GRADE FSTABLISHED AS 1/4"RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB
PLACED IN B'(15cmI MA%. N Li IN SECTION D21n. ,- 144
ADE
LAYERS AND COMPACTED - 4'(tOrm) 0
r EWALK ORNEWAV APRON �T Z B
1NORWGHLY. J±N:.VWG1
A'n'no ' 5. ttP. .- OB"RAMP ETE 3"CVEL BASE(TYP.) Re\ 'T1'T SLOPE TES) w OaWDM-OD.G PIPE PUX 2'IBRm) 1. Subgrade ar hoce...As compaction shall Conform to section 02230(M.P.W.Speae..1996 etl.) SECTION A-A FOOT SLOPESTREET SURFACE WIDTH=3R;(I.M n�I 2. Contraction joints eholl be placed Ol 70'intervals and shall have s minimum depth of 3/4"and minimum width of 1/B". - • <Z ;
TYPE 2 PIPE BEDDING 3. 1/2 a%Pans,,,joint material shall be placed at all P.C.e,P.T.c,curb returns and at not more than 300'intervals. The NO SCALE
WHERE REWIRED FOR "a�CURB
Q A
SOFT M UNSTABLE aXpanslon material shall..tend though the Ton depth o!the curb and gutter' SECTION C-C U •
FOUNDATION 4. No curb an0 guitar shall be placed without a final form inspection by the City Engineer or his representative. o LU m
NOTE SEE CONTRACT SPECIAL PRONS1015 101 ANY 5. Concrete shall be Class M-4000. CONSTRUCTION NOTES: NO Syure QaMODFICATONS TO STANDARD TRENCH MATERIALS ROCK AND/OR OTHER M04CN DESIGN FEATURES 6. Cruehea grovel bes shall meet the rquirements of Sellon 02235(MPW SPECS,2003 Bd.) For curb and 1. Stanch.ap bee 10 ns.contraction,with man curb R E',one min.5.5'boVWarde. &GUTTER
gutter Aplacemenl projects.wgshed rock may be used for the gravel base. 2. Ramp a,d c rb .....
n 4 pound monolil6 y. m a appre MIN.6"THICK Z
3. Storm d a1n Inlets enpll ba coneWntetl'upeb'ea"M ramps. MemetNa locatbne permNled Doty upon City ElTgirxar' Tel. M-4000 CONCRETE ami o
4. Rom ap nidiN 5 be 3'minimum. -
5. SidawalA cross-ekpee shall not-Wed 2%. •OR MATCH EXISTING OR REQUIRED SIDEWAIX WIDTH
•SEE O.SH.A.GINSTRUCTIW STANDARDS 2 '�
FOR EXCAVATIONS. REVISED,10/25/02 BOULEVARD SIDEWALK MMII
CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1 PERPENDICULAR NO. 02529-8 SS
CITY OF BILLINGS SCALE: STMD�°"A""c CITY OF BOZEMAN SCALE: CITY OF BOZEMAN SCALE: NON RESIDENTIAL N0. 02529-12
STANDARD SPECIFICATION$ NONE TYPICAL UTILITY TRENCH DETAILS No.o22z1-1 STANDARD DRAWING NONE CURB & GUTTER Revised STANDARD DRAWING sNowN PEDESTRIAN RAMP NOV. 1995 STANDARD DRAWING NONE DRIVEWAY APPROACH Dec. 2003 vv
Mar. 2006 (17'MAX.RADIUS/5.5'MIN.BOULEVARD) Revised April 2006 W`a°
�V
l TYP. UTILITY TRENCH 2 CONC. CURB & GUTTER 3 PERP. PEDESTRIAN RAMP 4 DRIVEWAY APPROACHa
C2.2 N.T.S. C2"2 N.T.S. C2.2 N.T.S. C2.2 N.T.S.
w Na
STEEL POST MARKER A N
PROPERTY PAINTED BLUE 'WJ
LINE OR GREEN STEEL POST M a
EASEMENT 4ER
Y+I
UNE
5 1/2'BOULEVARD 1/4"BELOW TOP OF
(�') PROPERTY NEW PAVEMENT SURFACE r�
4' R WENT IUN-11 LEASE OR
EASEMENT !INE OR -I �l
STREET SURFACE GROUND SURFACE �i 1, B STOP LINE HEAW DUN MONUMENT BOX,SIMILAR TO LAIRD ENO.N0.50606-1 •G 5'SIDEWALK ` To cure
(TMPJ I � s 1/z'BOULEVARD ti
cull STOP AND BDX / (TYP.) 4• STREET PAVING&GRAVEL AS REQUIRED
1, 2.5' SEAL JOINT WITH RAM-NEK Y
L STREET SURFACE GRO l \ •? w
CURB BOX " 5'SIDEWALK v r•�
�.T7.5• PROVIDE 5' CURB
Ek9iinw ( ) .. a': B"X 3'ROUND CONCRETE SLAB o O
(TYP) ROD IN ALL CURB BORE$ es MN c •A N
Fq MAN SUP HUB TO E7a
Cam/ MIN. � T -� COMPACT THREADED ADAPEORER (SEE EXPSIONSLEEVE THREADED PLUG
I.SEE DETAIL I+ B' (ttP) CIRcu�.tSTANCE
(TYPICAL EXCEPT IN SPECIAL APPROVED ALTERNATE LOCATIONS)
BELOW CIRCUMSTANCES WHERE CITY HAS WATER GERWCL TIME sole NON-SHRINK V
iM Br CO- APPROVED ALTERNATE LOCATION) (SEE c.D.e.sANDam -��wATER sERNGE WE� CLFANOIR PIPE.6"PJC Bn XFILL '�
DRAwxHc azeeo-el INn a Dr cus0um A'N. e vl
CURB STOP MPLMwTON A PONY&NG PERNR REWIRED)
2"X 2.. e.
AF/
WOO
WATER MAIN NOTE.WEN.SHED srAW Ae n�G 1.WE-NO EXCEPmxs. SERVICE UNE.SLOPE� t/4" MAARKOER 3'-0"MIN 45 10 BEND � O
NO COUPLINGS OR OTHER JOINTS ALLLOWED ON SERVICE PIPE FROM BASE MATERIAL nw lox AssENBLY 45 ELBOW PER FOOT MIN.,1/2"PER FOOT END OF
CORP.STOP TO CURB STOP FOR 3/4 AND 1"SERVICES. MrLL TIOx A<owRtO) x �'/x Ex TRENCH
LME
5TitA1CJHT COPPER PIPE SHALL BE USED FOR 1 t 2"AND 2"SERVICES IIr ////Mc�BTro BArxaOw(AS RNIIW P r\J\
I~'' n.MA TO DOMRRc A, / METER• ASSdBLY(A5 REWIRED) SEWER MAIN
OETA/L OF A SELECT MATERIAL BACKFlLL AREA M.M. rouN wn / To ad
O
PROPERLY CORPORATION STOP B'uREs
INSTALLED /'//O STOP '%//�//"//� (SEE SPECIFICATIONS) � ✓j
%/ // / / / / /° /�' /° /� / // WM SEAM
CORPORA770N /////////// 1/j///// �//// �/////////j// �
STOP. //// /// / ///// ///// // / / // sxlnar N UNE TAL FIRING FOR PLUG e2 -PVC
TAP MAIN AT / / / //// /'3/4•CIA.MIN. 1 •AMINE slop ax �R 1 w_
MAx NEW INSTALLATIONS. Q�
SPR/NCL/NE. SERVICE PIPE B"� g� SADDLE FRTG I ALLOWED
FOR EXISTING INSTALL4TION5
N_ETER yM $ICE lfic INCpMI g UNE-NOJ�XC O-RI NS.METER MUST ONLY UPON APPROVAL OF w
•4UNN LT Db,�^LE�Y 0 ANCLfN OR SIRAIG STOP AND Ouw1ER-BEND OD-MIG CITY OF BOZEMAN SEWER
--DOWNSTREAM SHUT OFF VALVE MUST (1 1/2'A 2'SENNCES W1) DEPARTMENT. END OF UNE CLEANOLIT O V
BE SEPARATE FROM BACKFLOW DEVICE DETAIL 8 to
\'`/ TYPICAL FLOOR PENETRATION(N.T.S.) IF REQUIRED USE PLUG
'� // \ NICIH B" IN. L PENETTAILRATION
AA (CRAWL SPACE)
TYPICAL WALL PENETRATION(N.T.S.)
�I \�r \�\ \ / YRLj�NCH BbTFO `/ - LOWER THAN SPRING
SERVICE INVERT NO
t.wATER sERWCE TINE w5TAl1ATpN5 SWLL EaHFaUA To 1NE REQUIREMENTS N THE CITY OF B02EMAN wAIER swER1N1ErdM. DATE:
2.BERVTCF MNES SHA L BE TPE K COPPER Pore 3/4'.1".1 11r.A D 2'BER"10E3 SEE STANGAM DF 1.M.02680-1Y
GEl1 CDR 4•AND IARGER NOWESTc SCRv1Cf MIXES. BOVICE UNFS N 2'AND 4'ME NOT ALLOWED. LINE OF SEWER MAIN
Y\/. Y\ 05.23.2017
EPAL NOTES: 3.51RNGM COPPER TUBING STULL BE USED MR /2-AND NN sERWGfs. FOR WYE FITTINGS.
I. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FIRM THE EXISTING GROUND SURFACE.EXCEPT TKAT COVER SHALL BE ♦.CMWCCEE LINES SHALL BE BEDDED Y UNDER AND OVER THE MPE WDH Y.ND, ILA ETERVL NAT B[usED AS BEDDING IF IT
REVISION: DATE:
MEASURE LINE STREET GRADE WHEN SERWEf LINES ME LAID M A STREET SIDE WHICH HAS MI UPMLL E.K. WATER SERVICE LINES TG O THE REpUPENENR Of NONTNU PUBLIC WORKS STANDARD DMWING 02121-2 AxHD DOES Nm CCNTWN ANY IMIERLLL
m M.wc[TI l•, OR
COMMENT
ShAl HAVE A MASIMUMR7 1/2 roll COVER AT CURB STOP. ECIFlEO METERSCC SHALL BE IWATER TIGHT
of THE CRY WATER ALLDEP WALT MENTRAr GGA11S.11 1 EE xKRxSf. REVISION 102].2017
R. WATER SEIMCE LINES SHkL BE INSTKLED WHERE SHOWN ON THE DRAWINGS OR AS SP ], 0 CC
WE SHAU BE BACKRYIET UNTIL IT HAS BEEN INSPECED AND APPROVED BY THE WATER DEPARTMENT.
s'CONTAm CRY v w
e & BEDDNG SHALL BE 1"DA.MMIMUM WITHIN S'OF SERVICE PIPE. TER SERVICE W TO A SMALLER SIZE VETHAN TX WATER SERVICE STUB.a DL Q
4. 1.-CURB STOP SO THAT OPERATING KEY 15 PARALLEL TO STREET IN OFF-POSRION. tD WITTER,BACKRL011 PROIEC M AND INCOMING SERVCE WE MUST ALL BE Tx[NAME 11E
0
WATER SERVICE LINE
CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-6 CITY OF BOZEMAN SCALE: NO 02660-15 CITY OF BOZEMAN SCALE: SANITARY SEWER CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4
FROM CURB STOP TO BUILDING NO. 02730-2
STANDARD DRAWING NONE DEC 2003 STANDARD DRAWING NONE Dec. 2003 STANDARD DRAWING NONE SERVICE LINE DEC. 2003 STANDARD DRAWING NONE CLEANOUT DEC. 2003
(LINES 2" AND SMALLER) Rev. Aril 2006
Sheet No.
WATER SERVICE LINE WTR. SERVICE LINE TO BLDG. r7--� SANITARY SWR. SERVICE SANITARY SWR. CLEANOUT
g C2.2 N.T.S. C2.2 N.T.S. C2.2 N.T.S. C2.2 N.T.S. ����