HomeMy WebLinkAbout20_C-3.pdf GENERALNOTES
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TYP. NOTE IF SIDEWALK EXTENDS TO CURB,
, N i- PROACH AS PER STANDARD
WITH 15'CURB 5A"(0.45)
I,IT t..,.11 TRANSITION SECTI&S. CONCRETE PAD DETAIL
I INSTALL AP A
PROPERTY LINE --DRAWING 02529-5
1. tw, 11.,111—w.,1.
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LANAI" INS o.,.,.am11.PA,.- -TYP.5, 24"
y iss
jHITECTS
ARC
1. E1..1.1.� 1.
2"
VERTICAL CURB OR
INTEGRAL CURB& -
It E.Ni xle-I TOPSOIL" bayliss architects,P.C.
4 4"R
EXPANSION JOINTS (TYP 3"R Z*
SITS F�,
235 bayl I Else rch ltectS CoM
7 1.,.11 1—-,A IA-.,A tP jo PER I'
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ema I.yPI ,,�ee moos. l I
IS P.C.C.PAVEMENT 12"
e Pe ee or tom d INSTAL EXPANSION JOINT 11 Pill-
'b�y IN
W,o'boc N "it TIP A -b-1-rS I In 1 6"
02.1 P N.
In 11..11 P,P. 35'MAX.COMMERCIAL #4 EtsBAR ON 2GRID 8" MIN PITRUN
I_.I== WIN,t11"t""or m P7l.%`l 40'MAX.INDUSTRIAL
PAY I III�An, I,-1-N I.. I lo.�P I Ad 1 4 - 4" MIN GRAVEL BASE E INEERIRN !INSC
1. .1 li 1,Nw w1.1.-1- 111 1.9 N.. �-b 7 6" THICK M-4000 CONCRETE
11 All A -I.wI A 1 tie al
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PI m or m a tieA 0 0 0 W NO. 4 BARS 24 O.C. 204 N.1 Ith Aw,
CRUSHED GRAVEL 0 0 00000 O000OoOo000 Con""" Bozeman,MT 59715
BASE 3"MIN. 0000 000 0 0 202o,o,o,)0000
«e®. �y 1. l H. PP1 0 0,0�0�0�0 2020 2
1s, PlI ....AN.11 IN.1 PNO Pl CONTRACTION JOINTS(TYP.)-SPACE AT 5'INTERVALS
Al 1. 11 IN SIDEWALK,10'INTERVALS IN APRON
SUB-BASE COURSE
IlIty .1 "NIT 1 AS REQUIRED
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IA'�A- 11-id 1
d A h.---
oil,.1 A—..1.,P.,1 .1 11 1A. 1. 1
L,- COMPACTED SUBGRADE
N.A.Pi-CA11 A-I.i--I.
1�I-A,.I-.-Il b,ON- All ..A,.l- TRANSITION TO
I,..I_ P
�, w OF CURB To
...7 Al�ylim o 5=1 MATCH SIDEWALK
1 i.11 1,-.1'..-,1
It il the
ow=Ih,�,
EXPANSION JOINTS AT
GENERAL PIPING NOTES _---CURB REIURNS /I"PER 1-SLOPE PER SLOPE 5' SIDEWALK D ETAI L
1,U11 PIPE TO 10A.1 11 ixOicATEO ELEvnnOry POINTS.wixlNOx C111 INALL EE I'—INUI, 5~I < U) Lu
FINII nILNI IAI SNA =T 1 P'
P1 E I A -"
�j I.R.I CUTTER 5'TYP EXPANSION JOINT
N W z 00
IN- N.HP 'ol,
1.11UIT=.1P1IT,1.1 TPE A'I,"I TOE
TESTED,NP DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB 27 SLOPE LU LLI
IP_ E LP IT P-Cii..AT ALL 'l.'.P.A I A IALI lo"PIE 1EON`E1 Fo t N A ..So ..... >
IPANT LEN-AT PIP UI..TTIN.APPLY A
o-L-I-EEN.PE EP..PIE-E, SIDEWALK DRIVEWAY APRON NOTES: _j < LF)
DRIVEWAY(A.C.C. 'I I t-
OR P.C.C.PAVEMENT) wp� 5.5'TYP. 1. S',b9md,or base courseNIpD,.shall conform to section 02230(M.P.W.Specs.,1996
STREET
6. CP.lA1P,d grovel b h.1 TIIIA the 1.1l,i1I,l,P,rtN of SU..02235 UNIP.SPECS,2003 d.) For-U, no
1 2. Contraction joints h.11 be PI.-d t 10'mt-1, ,d shall h,PPiPirP depth of 3/4" .d Pnwidth of 1/8".
,P_ I
MINIMUM RESTRAINT LENGTHS 1/4-PER FOOT SLOPE STREET SURFACE
F MIN.UENGDA ET) 3. 1/2" .p.r.1.N jointR,riol Ih.11 be PI.-d t all PG..,P.T..,UB-et.-..d tt ...than 300' Pl The
I_o' -p-i.. P.t,N,I shall ll,t�d through the fl,11 depth of the care and gutter 3" MIN GRAVEL BASE LU IS
4, No...b ,d g,tt,, h.11 BA PI-ol ith,,t,fi,,I for,i,,p,,ti,,by th,City Ergi-, hi, ,p t,t[,,. z <
5. Concrete shall b,CI...M-4000.
1E,_x 4" THICK M-4000 CONCRETE 0
WASHED ROCK S.,THICK 'Pl, washed k rr,b,...d for the gravel b,,,, -4000 CONCRETE I-_
3"MIN. V-4000 CONCRETE projects, 6" THICK M 0
SECTIONA-A W/1.5LBS FIBERIVESH/CY OR 5X6X10 - Z 0
-A.-IIINI P. WIRE MESH FOR VEHICULAR TRAFFIC < co
CD
C:)
III NTA'T T,,EN-N-P NON-RESIDENTIAL CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1
TNII I ASEEP-- I, TNE`Kl CITY OF BOZEMAN SCALE: DRIVEWAY APPROACH NO. 02529-13 NONE CURB & GUTTER Revised C"!
STANDARD DRAWING NONE 0 Dec. 2003 STANDARD DRAWING R
can FOR ARTERIAL STREETS Mar. 2006 1"11111NT"' 'I- A-E�l ARE_IN PNEP XEI;Z=11 Ax`=�A L�l
w.-..w.N-A -.N.PI-PoNI.
PPINN,2-AND NNANT-A
z
GREEN STEEL POST
AT END OF SERVICE
8 011 M
PROPERTY 3 0 MIN.
LIKE OR INSTALL PLUME WITH TO BACK OF CURB
EASEMENT PUMPER NOZZLE
R(Al _wA CURB TO CURB 5 1/2' OULEVAR LINE FACING STREET
B D NEW HYDRANT, Notice
I- WIDTH-VARIES ------ (TYP.) 4' MUELLER SUPER Copyright
CENTURION 250
FACE OF CURB
15'R(TYP) OR WATEROUS PACER Reproduction of this sheet
FACE OF GUTTER ET SURFACE 5'SIDEWALK GROUND SURFACE MIN.4'-0'CLEAR ALL and/or substantial re-use of
EXPANSION JOINT (TYP.) AROUND(TREES,HEDGES, this design without the
CONTROL JOINT FA BACK OF CURB BUSHES,ETC.) express written consent of
Bayliss Architects, P.C.
COMPACTED BACKFILL violates the copyright laws of
FLOWLINE the United States and will be
camTA sub ject to legal prosecution.
IFSKz (SEE SPECS.)(TYP�) I ADJUSTA LE SCREW
ELEVATIONS AS SHOWN TYPE VALVE BOX
S 2 �Wffl Ul
FILLET AS ONE PIECE 76" RCUMSTANCES WHERE CITY HAS ABOVE TOP OF CURB
GRADE
PLAN VIEW N.T.S. C 11.5' APPROVED ALTERNATE LOCATIONS) 0 S Copyright 2010
A 8' ON PLAIN OR WITH CURB RETURN (TYP.) (TYPICAL EXCEPT IN SPECIAL
Cl
DOWEL WITH 5#4 X 36" JOINTS WILL BE REQUIRED IF EXISTING CURB
SMOOTH RE BAR EVENLY
_Y APPROX EVERY 10 FEET RETURN, GRIND GUTTER
BE TO FORM OUTLET
SPACED ON 1'CENTERS GROUND LINE
P. WITH 3 1�2,,OF COVER CHANNEL WHEN THIS
WITH EXE A TUBES IS THE HIGH SIDE
ONE ONE END OF BARS PLAN VIEW CHRISTOPHER
2"X 2" AS
;u M.WASIA
WOOD tU
SERVICE LINE.SLOPE 1/4- MARKER ... 10959 PE
U'
45* ELBOW- P FOOT MIN., 1/2"PER FOOT
MAX, UNDISTURBED
P Pill MIN,6.
INLET CHASE SEWER MAIN EARTH REVISIONS
No. D.S.. Date
VARIABLE
I. -4.0 6'-0'MIN. STREET SURFACE IN LINE WYE FITTING FOR PLUG
NEW INSTALLATIONS. 'CONCRETE
SADDLE FITTINGS ALLOWED THRUST
a III FOR EXISTING INSTALLATIONS 3 1/2 BLOCK TO MAIN LINE
112"PER ONLY UPON APPROVAL OF
SECTION B N.T.S. OUTLET CHASE CITY OF BOZEMAN SEWER
DEPARTMENT. X
JOINT AS REQUIRED FOR
REINFORCE WITH#4
PIPE SPECIFIED
BARS ON 2 X 2'GRID SERVICE INVERT NO
........ SECTION A-A LOWER THAN SPRING A DATE ISSUED: 08/03/10
LINE OF SEWER MAIN FOR WE FITTINGS.
NOTES T E WIDTH WITH PROPORTIONAL �qw . ..... 5- PRELIMINARY NOT FOR CONSTRUCTION
IN.I- N INVERT MAY VARY TO SATISFY THE DESIGN
REQUIREMENTS OF INDIVIDUAL APPLICATIONS. NEW 6"AUXILIARY GATE VALVE
SECTION A - N.T.S. FINISHED STREET SURFACE TO BE 1/8"TO generated:8.4.2010
1/4"ABOVE EDGES OF DOUBLE GUTTER. MIN. 1/2 CUBIC YARD WASHED GRAVEL FLANGE JOINT
CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE drawn by:
NO. 02529-14 'MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK
STANDARD DRAWING NONE OUTLET AND INLET CHASES DEC. 2003 checked by:
�Rev: April 2005 ully OF BOZEMAN SCALE: DOUBLE GUTTER DETAIL NO 02529-1 CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-2 CITY OF BOZEMAN SCALE: JOB NUMBER: 2932
STANDARD DRAWING NONE FOR STREET INTER DEC. 2003 STANDARD DRAWING NONE SERVICE LINE FIRE HYDRANT NO. 02660-4
SECTION NG DEC. 2003 STANDARD DRAWING NONE FEB 2008
DETAILS C-3
SCALE: 120' DETAILS