HomeMy WebLinkAbout012 - C1.1 - CIVIL DETAILSCONNECT TO
GUTTER
DOWNSPOUT
6" SCHED. 40 PVC
6" X 12" PVC WYE
12" PVC
STORM DRAIN
SCALE: N.T.S.7 ROOF DRAIN CONNECTION TO STORM SEWER
SCALE: N.T.S.4 UTILITY TRENCH
TYPE 2 PIPE BEDDING WHERE
REQUIRED FOR SOFT OR
UNSTABLE FOUNDATION
TYPE 1 PIPE BEDDING PLACED IN
6" MAX. LAYERS AND COMPACTED
THOROUGHLY
SELECT TYPE 1 BEDDING MATERIAL
PLACED IN 6" LAYERS AND
COMPACTED THOROUGHLY
NOTE: SLOPING, BENCHING OR
SUPPORT SYSTEMS SHALL
CONFORM W/ O.S.H.A. CONSTR.
STANDARDS FOR EXCAVATIONS.
MOUND TRENCH W/ 6" NATIVE
TOPSOIL OR SUBGRADE PREP.
AS REQ'D
TYPE 'A' OR 'B' TRENCH
BACKFILL AS PER PLANS
TRENCH WIDTH = SEE SCHEDULE
INSTALL DETECTABLE
WARNING TAPE
1.5' MAX DEPTH
(SEWER)MINIMUMDEPTH COVER6"
4"
SEE SCHEDULE
NOTES:
1.SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS.
2.TYPE 1 PIPE BEDDING SHALL BE GRAVEL, GRAVEL-SAND, OR SAND. THE MATERIAL
SHALL BE WELL GRADED AND SHALL CONFORM TO THE SOIL TYPE GW (GRAVEL, WELL
GRADED) OR SW (SAND, WELL GRADED) OF THE UNIFIED SOIL CLASSIFICATION SYSTEM
(USCS). THE MAXIMUM SIZE GRAVEL SHALL BE 3
4 IN. TYPE 1 BEDDING CONSISTS OF MIN
4", OR 1
8 THE OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER, UNDER THE
PIPE AND A MIN. OF 6" ABOVE THE PIPE. PLACE IN MAX. LIFTS OF 6" USING HAND OR
OTHER COMPACTION METHODS W/O DAMAGING OR DISTURBING THE PIPE.
THOROUGHLY COMPACT EACH LAYER.
3.TYPE "B" BACKFILL - PLACE BACKFILL IN MAXIMUM 8" LIFTS WITHIN 3% OPTIMUM
MOISTURE CONTENT, AND COMPACT TO AT LEAST 90% OF MAXIMUM DENSITY AS
DETERMINED BY AASHTO T99 OR BY ASTM D698.
4.TYPE 'A' BACKFILL: PLACE TRENCH BACKFILL IN MAX. 8" COMPACTED LIFTS W/IN 3% OF
OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF MAX. DRY DENSITY
DETERMINED BY AASHTO T99 OR BY ASTM D698.
5.SLOPING, BENCHING OR SUPPORT SYSTEMS SHALL CONFORM WITH O.S.H.A.
CONSTRUCTION STANDARDS FOR EXCAVATIONS.
HIGH DENSITY RIGID FOAM
INSULATION BOARD AS NEEDED
SCALE: N.T.S.1 TYPICAL CLEAN-OUT AT BUILDING
PVC FROM HOUSE TO SEPTIC
TANK WITH MIN 14" PER FOOT
SLOPE (INSULATE).
GROUND ELEVATION VARIES
NOTE:
INSULATE FROM HOUSE TO TANK TO
6' EQUIVALENT BURY DEPTH.
1" OF INSULATION = 1' BURY DEPTH
RIGID INSULATION
APPROVED FOR BURY,
AS NECESSARY
3' FROM BUILDING
CONTROL PANEL
MOUNTED AT
ENGINEER/OWNER
APPROVED LOCATION
CLEANOUT,
ADDITIONAL
CLEANOUT
EVERY 50'
FIRE SERVICE LINE GENERAL NOTES:
1. THE FIRST FITTING INSIDE THE BUILDING
SHALL BE A UL LISTED FLANGED OS&Y
VALVE THE SAME SIZE AS THE FIRE
SERVICE LINE.
2. HORIZONTAL INSTALLATIONS MUST BE A
MINIMUM OF 2' ABOVE THE FINISHED FLOOR.
3. THE FIRE SERVICE RISER MUST BE A
MINIMUM OF 2' CLEAR FROM ANY OUTSIDE
WALL, AND A MINIMUM OF 1' CLEAR FROM
ANY INTERIOR WALLS.
4. THE INCOMING FIRE SERVICE LINE SHALL
BE A MINIMUM 6.5', AND A MAXIMUM OF 7.5'
BELOW THE FINISHED GRADE.
5. ALL FIRE SERVICE LINE APPURTENANCES
SHALL HAVE A MINIMUM PRESSURE RATING
OF 175 PSI.
6. IF MEGALUGS ARE USED IN LIEU OF
THRUST BLOCKS, MINIMUM TEST PRESSURE
OF 200 PSI IS NEEDED.
7. ALL FIRE SERVICE LINES LARGER THAN 4"
SHALL BE CLASS 51 DUCTILE IRON PIPING,
U.N.O..
8. INSTALL THRUST BLOCKING PER MPWSS
& APPLICABLE CITY PWSS.
9. INSTALL FIRE SERVICE LINE PER
APPLICABLE CITY STANDARD DETAIL. FIRE
SERVICE LINE CLASSIFICATION FOR
BACKFLOW PREVENTION IS CLASS I
10. PROVIDE FLEXIBLE, WATER-TIGHT
CONNECTION FOR ALL WALL AND FLOOR
PIPE PENETRATIONS.
THRUST BLOCK
CL. 51 D.I. 90° BEND(S)
W/ MJ FITTINGS
THRUST BLOCKING @
FITTINGS AS NEEDED
5
8" Ø REDI ROD (TYP. OF 2).
INSTALL FROM MJ 90° BEND
TO FLANGE AT O.S.&Y.
VALVE. INSTALL
NON-ADJACENT AT 2 OF
THE 4 MJ BOLT HOLES.
CL. 51 D.I. RISER PIPE.
INSTALL PLUMB AND LEVEL
FLANGE TO BE THREADED
ON STANDPIPE. MJ TO
FLANGE ADAPTERS ARE
NOT ACCEPTABLE.
ELEV.= FIELD VERIFY
TOP OF ADAPT./SPOOL(6")
ELEV.= FIELD VERIFY
BLDG. F.F. ELEV.
TOP OF SLAB
ELEV.= FIELD VERIFY
F.S. LINE
FIRE SUPPRESSION EQUIP.
OR CITY METER/BACKFLOW
ASSEMBLYFLOOR PENETRATION DETAIL
FLOOR SLAB
SCH 40 PVC PIPE
SLEEVE - SEE
SCHEDULE
CAULK SEAL
ON BACKING
MAT'L
PROCESS
PIPING
FITTINGS
& BENDS PER
PLAN
PIPE SIZE SLEEVE SIZE
3"4"
4"6"
6"8"
FLANGED MUELLER O.S.&Y.
RESILIENT WEDGE GATE
VALVE. POSITION PARALLEL
WITH ADJACENT WLL
PIPE
PER PLAN
COUPLING FOR
PVC TO DI PIPE
SCALE: N.T.S.2 TYPICAL FIRE LINE RISER DTL.
GATE VALVE W/
VALVE BOX
8"10"
SCALE: N.T.S.3 WATER SERVICE LINE FROM CURB STOP
SCALE: N.T.S.6 SIDEWALK/PATIO SECTION
6" BASE COURSE
4" CONCRETE
SCALE: N.T.S.5 CONCRETE CURB AND GUTTER
SHEET NUMBER
PROJECT CODE
PROJECT ADDRESS
ARCHITECT RETAINS COPYRIGHT TO THESE DRAWINGS.DRAWINGS ARE ONLY FOR USE FOR PROJECT NAMED ONDRAWING SHEET AND MAY NOT BE REPRODUCED OR USEDFOR OTHER PURPOSES WITHOUT WRITTEN PERMISSIONFROM ARCHITECT.
FWC
FERGUSON
FARM OFFICE
BUILDING
785 BOARDWALK AVE
BOZEMAN, MT 59718
SITE PLAN REVIEW
161 W. HALEY SPRINGS ROAD
SUITE 101
BOZEMAN, MT 59718
SHEET NAME
PROJECT NAME
DRAWING REVISIONS
DRAWING ISSUE DATE
DRAWING ISSUED FOR
2026-01-30
PHONE: (406) 587-2781
FOR SITE PLAN
REVIEW ONLY
M O NTANA
BRETT C.
No. 29106 PE
MEGAARD
PE
FOR
S
OI LNA
S RE N IGENEPRELIMINAR
Y
C1.1
CIVIL DETAILS
012