HomeMy WebLinkAboutC-4 DETAILS-061917 INLET CASTING
NEENAH R-3067-L,
R NEAREST EJIW 7030,OR
stop Arvo Box wal DEFTER 2047L,OR Rw EVA M aR00L CURB STOP D&L 1-3517 5.4"(0.45')
TRANSITION CURB&GUTTER EL�67.50'TOMATCH INLET CASTING 24"(TYPICAL FOR ALL INLETS) 24"SLOTTE 4]OB.00E�aN OW COVEDR''�TH RINGf111I
2 TEE SET VERTCAL
IF ROOM ALLOWS
!. .0: PRECAST CONCRETE,
SEE DETAILS M-3000 OR C-3000 4. TOPSOIL° 3"R FLAO 12"PMaa'—
NP 5" PIPE
(WATER MAIN ar MIx.cove • ( ) �! 4"R /4, a 12"PVa PIPE
III VARIABLE(3'MIN) , f• J dPER yov
3-0" NO.4 BARS AT 12'CENTERS �% Exa lE AND MITERED
To MATOX SLOPE
MAX.,SPACED EQUALLY 12 yT ° ° d �rF
° ':pia IB� PIPEEINV 0.5%MIN—
/� ' 7.5" OUT=4705.82'
�9. \ a -a
- WISEE co eazfi NE slue LINE----] �. "'...� •�.... ,r. r
- - da
SEEVRE
GRAWNG m-6)O INETAIER MR RECE I - Er INVERT AT
APPucanory ffi PLUMBING PER oulRm) F� CTYP.J 0000000000000000000000000000000 - BO�oM OF POND
CRUSHED GRAVEL O O O O O O CD O O O O O O O O 0
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 0 0 O O O
NOTE:METER SIZED SAME As INCOMING LINE-NO E%CEMON3, FRONT VIEW
SUB-BASE COURSE aa"TYP
4"MINIMUM,7"MAXIMUM OPENING AS REQUIRED
WALND ION/(ASREQUIRED)"ION ASMBLY r,MIIMAX SIDE VIEW
SERVICE UNEI IN ER OP ASSEMBLY
REVENnoN Cy 5 8"SMOOTH ROD \\\ \\\ \ \ \ \
I /
TO DOMESTIC CENTERED IN OPENING
�[�LY(As 0 ) (EXCEPT FOR EJIW 7030)
rourvoAwgoN �M aE sr DOME c COMPACTED SUBGRADE
` nX FlXTURES�
\ T�'EM 1"MAX OFFSET ALLOWED FOR
SHUTOW . POW ~ CASTING BACK PIECE ADJUSTMENT 3LOi d44'
DO SHUTOFF VARIABLE 2'-0"— �. NLET PIPE UTLET PIPE
7 Mav STRAIGHT STOP
5' tIB" 3/4'
FLOOR L��UAR"S
11 PER 1'SLOPEANGUE Si f3/4' " 'SLOPEIF-MELT RCSA E SIZE AS INCOME ORLIN-NoHT STOP ANDS METER MUST ER-BEND COURUNGBACKFLOW DEVICE (t t "h 2'SER.NCES OrvLY)
"DOWNSTREAM SHUT OFF VALVE MUST
BE SEPARATE FROM BACKFLOW DEVICE DETAIL B DROP CURB FOR DRIVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB
DETAIL A TYPICAL FLOOR PENETRATION(N.T.S.)
TYPICAL WALL PENETRATION(N.T.S.) / (CRAWL SPACE) CURB AND GUTTER TO BE WARPED
INSTALLATION REQUIREMENTS' 9. TO MATCH INLET. NOTES:
WATER SERVICE LINE NSTALLAn0N3 SHALL CONFORM TO THE REou REMENTS of THE Cm or BOZEMAN WATER SUPERNTENDANT. 1. Subgrade r base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.)
R a/a° t' ,/z'AND z sERVT Es SEE SrnNDARD DRA NG No oz Ee 2 DESIGNERS WILL PROVIDE ADDITIONAL
2 FORV4'EAND URGERLDOMESPC SERVICEERL NBE SERVICE LINES BETWEEN 2"nNDCa"ARE rvOT ALLOWED.W BLOCK OUT FOR .•`,_ * DESIGN DETAILS TO FIT SPECIFIC 2. Contraction joint, Shall be placed at 10 intervals and Shall hove a minimum depth of 3/4"
t/z AND 2'SERVCEs OUT ET PIPE CONDITIONS. and minimum width of 1/8".
4.SERVICETLINESP SHnLLBBE BEDDED}"UNDEROAND OVER THE PIPE WM SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT 12 RCP(Typ.)
CONFORMS TO THE REQUIREMENTS of MONTANA PUBUC WORxS STANDARD DRAWING 02221-2 AND DOES NOT CONTAN ANY MATERIAL 6„ 3. 1/2"expansion joint material Shall be placed at all P.C.s, P.T.s, curb returns and at not m o re
Ax aUE4t than 300' intervals. The expansion material shall extend through the full depth of the Curb TOP VIEW
and gutter.
TER oEPARTMENT. 4. No curb and gutter shall be placed without a final form inspection by the City Engineer or his
S o io A SMALLER SIZE MAN THE MATER SERVICE Srue.re representative.
10 METER BACKFLQW PROTECTION,AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE SIDE VIEW 5. Concrete shall be Class M-4000. 6. Crushed gravel base shall meet the requirements of CITY OF BOZEMAN SCALE: TYPICAL CONCRETE FIG A-1
MAOF THIN+n of GARB p Section 02235 (MPW SPECS, 2003 ed.) For curb and gutter replacement projects, washed rock NONE OUTLET STRUCTURE FOR MAY 2001
WATER SERVICE LINE may be used for the gravel base. STANDARD DRAWING STORMWATER DETENTION PONDS
CITY OF BOZEMAN SCALE: NO 02660-15
FROM CURB STOP TO BUILDING CITY OF BOZEMAN SCALE: STANDARD SQUARE
STANDARD DRAWING NONE Dec. 2003 NO. 02720-1A CITY OF BOZEMAN SCALE: INTEGRAL CONCRETE NO. 02528-1
(LINES 2" AND SMALLER) Rev. April 2006 STANDARD DRAWING NONE STORM DRAIN INLET Dec. 2203 STANDARD DRAWING IN CURB & GUTTER Revised
Rev MAR 2006 Mar. 2006
EENAH NO R-2533 WITH TYPE C BAGK of CURB
GRATE FOR INLETS,USE D&L A-1172
RING WITH C-1178 COVER FOR GREEN STEEL POST rLowuNE
MANHOLES OR APPROVED EQUALS AT END OF SERVICE sIPEwILX
EJIW 3772 FRAME
(&j ExPAxslax JOIxr AND COVER,STAMPED
PROPERTY y "STORM DRAIN"W/CITY LOGO
LINE OR
LINE
TOP 3LI WITH
HAVE 6"FLAT 3"MIN. LINE -
TOP LID WITH 24"ROUND ADJUSTMENT RINGS 5 1/(TYF BOULEVARD Ex ROP CURE HEAP
OPENING
F 24'ROUND
STREET SURFACE 5'SIDEWALK GROUND SURFACE OPENING
(TYP.)
1 '~ COMPACTED BACKFILL 2 5 xEL
36"R.C.P. , (TYP.) soup covER clxw (0 MIT CHASE 0 YY)D�uxE 36"R.C.P.
ASTM C-76 III" (SEE SPECS.) 11 J AIN C-76
CLASS 2 11.5' 8' CLASS 2
WALL B (TYP.) (TYPICAL EXCEPT IN SPECIAL
CIRCUMSTANCES WHERE CITY HAS i�r c+
APPROVED ALTERNATE LOCATIONS) PLAN VIEW — N.T.J. BLOCKOUT FO
INLET PIPE BLOCK UP FO
OUTLET PIPE
SOLID COVER
_ 2"X 2" -
BLOCK OUT FOR WOOD
INLET PIPE SERVICE LINE.SLOPE=1/4" MARKER FLOWUNE �EXPANSIOM JOINT
.x 45' ELBOW--\ PER FOOT MIN.,1/2'PER FOOT _ _�_
\\ MA%. /lL III III ,IIIrIIIIfII 7 1.5%—> 1%MIN—
SEWER MAIN
` �I �LI SPILL CURB&GUTTER
END CHASE
T} `\\\ SIDEWALX T
\\` IN LINE WYE FITTING FOR `PLUG CURB&CUTTER 7
NEW INSTALLATIONS.
9"SUMP SADDLE FITTINGS ALLOWED 9"SUMP
FOR EXISTING INSTALWTIONS
ONLY UPON APPROVAL OF INLET CHASE
CITY OF BOZEMAN SEWER
DEPARTMENT ° °°.•-
SECTION B — N.T.S. °
SERVICE INVERT NO 12°STE .PL ELATE -- -
6"BASE(MAY BE FIELD POURED) LOWER THAN SPRING 4 MIN
tw so 4"�6"POUR-IN-PLACE BASE
LINE OF SEWER MAIN
FOR WE FITTINGS. E%PANSbN JOINT 0,/9 14"O.D.
SECTION A — N.T.S. 4 MIN.
ESTANIL
BOZEMAN SCALE: SANITARY SEWER N0 02730-2 SCALE: CONCRETE STORM DRAINAGE 36" STANDARD
SCALE: 36" STANDARD DRAWING NONE SERVICE LINE DEC. 2003 PRIVATE LOT INLET CHASES N0. CEI02529-14 STORM DRAIN MANHOLE
NONE STORM DRAIN INLETSNONE
VERIFY SCALE REVISIONS DRAWN BY:JAH PROJECT NUMBER
THESE PRINTS MAY BE NO. DESCRIPTION DATE BY CHK'D.BY:JRM MCCHESNEY WORK/LIVE 1086.009
REDUCED.LINE BELOW
MEASURES ONE INCH ON
ORIGINAL DRAWING. Engineering APPR.BY:JRM BOZEMAN SITE PLAN SUBMITTAL MT SHEET NUMBER
Consulting 204 N.11th Ave.
Design Bozeman, )5 1-331 DATE:03/2017 DRAWING NUMBER
NGINEERING, INC^ Plennn Phone:(406)581-3319 REVIEW DETAILS G'_4
MODIFY SCALE ACCORDINGLY g
BY:
H:\1086\009\ACAD\SHEETS\SHEET-C4-DETAILS.dwg Plotted by Christopher wasia on 6/19/20174:32 PM 7lie Beinnin o aYew Standard0 Commitment COPYRIGHT®GENESIS ENGINEERING,INC.2017 DATE: