HomeMy WebLinkAbout010 C2.3 605 E Bryant - CIVIL DTLS GREEN STEEL POST
AT END OF SERVICE 1/4" BELOW TOP OF
NEW PAVEMENT SURFACE
NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT
PROPERTY HEAVY DUN MQNUMENT BOX, SIMILAR TO CAIRD ENG. N0. 50808-1 THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL
LINE OR LINE A MINIMUM OF 12"(30cm)FROM THE EDGE OF THE TRENCH
EASEMENT OPENING. WHERE NEAT LINE IS LESS THAN 3'(O.Bm)FROM EDGE
LINE STREET PAVING & GRAVEL AS REQUIRED OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION,
5 1/2' BOULEVARD SEAL JOINT WITH RAM—NEK TRENCH AND EDGE REMOVE AND AOF PAVEMENT.
CE ENTIRE �MENT SECTION BETWEEN
(TYP•) 4'
STREET SURFACE 5' SIDEWALK GROUND SURFACE ••; ..•a B"X 3' ROUND CONCRETE SLAB
(TYP.) SLIP HUB 70 EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH
THREADED ADAPTOR SHORING TO CONFORM TO O.S.H.A.
FROST REGULATIONS"
2 5' EXPANSION _
1 COMPACTED BACKFILL SLEEVE THREADED PLUG tz(3o cm)MIN.
(TMP') (SEE SPECS) I SU OR GROUND
SURFACE
11.5' B.
(TYP.) (TYPICAL EXCEPT IN SPECIALS//%��/j > /
CIRCUMSTANCES WHERE CITY HAS NON—SHRINK n\\\\ \
APPROVED ALTERNATE LOCATIONS) CLEANOUT PIPE, 8"PVC "�BACKFILL
INSTALL DETECTABLE SLOPING,BENCHING OR
.A WARNING TAPE 18"(45cm) SUPPORT SYSTEMS IN THIS
" °• •° BACKSLOPE AS SPECIFIED MAX.DEPTH AREA TO CONFORM TO
— 0" MIN. .45 O.S.H.A.REGULATIONS-
3'
"1/9;BEfrQ. •',!.° TO CONFORM TO O.S.H.A. (OPTIONAL)
2" X 2" REGULATIONS-
WOOD END OF '
SERVICE LINE. SLOPE = 1/4" MARKER TRENCH
45' ELBOW PER FOOT MIN., 1/2" PER FOOT
MAX. TYPE'A";B",OR'C" / 6'(15cm) V
SEWER MAIN
TRENCH BACKFILL \:�
. °
! 4 1 l SELECT TYPE I BEDDING
G 8" PVC �/ - ?C / MATERIAL PLACED
I
PLUG ' ••' Yc;. i IN 6"(15cm)LAYERS&
IN LINE WYE FITTING FOR TYPE I PIPE BEDDING - %// COMPACTED AS SPECIFIED
NEW INSTALLATIONS. "7 ,'•_• •. , •• •:a. T• PLACED IN 6"(15cm)MAX. ;i7' %/ IN SECTION 02221.
SADDLE FITTINGS ALLOWED LAYERS AND COMPACTED 4"(1Dcm)
FOR EXISTING INSTALLATIONS THOROUGHLY. 91
ONLY UPON APPROVAL OF / v
E .( `
CITY OF BOZEMAN SEWER ND OF LINE CLEANOUT `� 1RENCH WDTH=O.D.OF PIPE PLUS 2'(60cm)
IF REQUIRED USE PLUG
DEPARTMENT. / MIN.TRENCH W1DTH=3.5'(1.1m)
TYPE 2 PIPE BEDDING \\'
WHERE REOUIRED FOR
SOFT OR UNSTABLE //'' /</�\�/��//�//�•
FOUNDATION
SERVICE INVERT NO NOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY
LOWER THAN SPRING
MODIFICATIONS TO STANDARD TRENCH MATERIALS
LINE OF SEWER MAIN AND/OR OTHER TRENCH DESIGN FEATURES
FOR WYE FITTINGS.
•SEE O.S.H.A.CONSTRUCTION STANDARDS
FOR EXCAVATIONS. REVISED: 10/25/02
CITY OF BILLINGS SCALE: STANDARD DRAWING
STANDARD SPECIFICATIONS NONE TYPICAL UTILITY TRENCH DETAILS N0.02221-1
CITY OF BOZEMAN SCALE: SANITARY SEWER NO. 02730-4
CITY of BOZEMAN SCALE: SANITARY SEWER STANDARD DRAWING NONE CLEANOUT DEC. 2003 __ 1 DETAIL
NO. 02730-2 / 3
STANDARD DRAWING NONE SERVICE LINE DEC. 2003
C2.3 UTIILITY TRENCH
NTS
DETAIL
DETAIL C2.3 SANITARY SEWER CLEANOUT -
C2.3 SANITARY SEWER SERVICE NTS
NTS
i
3
s
UI
NO. REVISIONS DRAWN BY DATE - PROJECT #: 22-074
ON TAiy�.,_.__ SHEET
RANI ]EMI SITEPLAN32 DISCOVERY DRIVE � DATE: 06/28/2023 ��o�
RORY SCOTT'.: BOZEMAN,MT 59718 Civil Engineering
aoM'vE ; CIVIL
DETAILS PHONE(406)582-0221 Geotechnical Engineering
�+,,7,, T :: JL�Y 1LJLe 1L✓JLr FAX(406)582-5770 ALLIED
PROJECT ENGINEER: RSR DRAWN BY: MCG .�` 6;'oe/SEo,.r4i;' w alliedengineering.com Land Surveying swcl NO
a ` RANIIERB SITE]PLAN
ssroaAL�a6 605]E]�RYANT STREET,BOZEMAN,M[ONTANA
DESIGNED BY: MCG REVIEWED BY: RSR °�e 9•
CdVIL DETAILS