HomeMy WebLinkAbout008 C3.2 North Wallace Residence CIVIL DETAILS O P T 10 N S : ❑ D H 0 71 LEVELRC WIRED
FIELD JONT REQUIRED El D 0 (WIRELESS
FOR MODELS
LEVEL CCNTROLS)
DH071-129 / DR071 t29 A GSKETIED LID. HDPE
3 pi071-160 / DR071-16 STRAIN RELIEF CORD0 GREEN STEEL POST
CONNECTOR GREEN STEEL POST
AT END OF SERVICE
4HAS
PROTECTIVE CABLE SHROUD
(HDPE)
PROPERTY
PROPERTY ENE OR
ELECTRICAL QUICK DISCONNECT--- __ ENE OR EASEMENT
NPMA 6P (EQD) ��- POWER/ALARM CABLE EASEMENT LINE
'I \ LINE 5 1/(T BOULEVARD
12-6 W/GND 5 1/2' BOULEVARD � (TYP.) 4,
(TYPJ 4'
E/ONE EOVALI7EP STREET SURFACE 5' SIDEWALK GROUND SURFACE
STREET SURFACE 5' SIDEWALK GROUND (TYP.)
(TYP•)
INTERNAL WELL VENT
QUICK DISCONNECT ASSY. 2.0' DIA. :'i; 1 �5'
(304 S.S.) 1 COMPACTED 2'S (TYp,) COMPACTED
INLET, GROMMET MR) (SEE SPE
TO ACCEPT 4.50' O.D. 11.5' B'
5.5. CAST BALL VALVE PVC PIPE (STANDARD). ns' B' (�•) (TYPICAL EXCEPT IN SPECIAL
CIRCUMSTANCES WHERE CITY HAS
DUST COVER SUPPLIED (TYPJ (TYPICAL EXCEPT APPROVED ALTERNATE LOCATIONS)
f CIRCUMSTANCES W
FOR SHIPMENT (NOT APPROVED ALTERNATE LOCATIONS)
f SUITABLE FOR BURIAL)
DISCHARGE / WOOD
1-1/4' FPT MARKER
36 0 In
914rnm 2'X2'
ALARM WOOD
1-1/4' DISCHARGE LIRE TO INLET SERVICE LINE. SLOPE = 1/4- MARKER
(304 $.$.) 26 In 45' ELBOW PERX FOOT MIN., 1/2'PER F00T
41.6 In _ ON 65C MITISERVICE ENE. SLOPE 1/4'
1057 mm CHECK VALVE 47 gal SEWER MAIN PEAR FOOT MIN., 1/2'PER FOOT
TO DISCHARGE (NORYL) OFF 18 m 179 Ll PLUG
447 .,,,
ANTI-SIPHON VALVE' 32 gal. 45' ELBOW
(NORYL) 121 L IN ENE WYE FITTING FOR PLUG 45' BEND DUCTILE IRON
NEW INSTALLATIONS. SEWER FITTINGS.
_ SADDLE FITTINGS ALLOWED
FOR EXISTING INSTALLATIONS
14 In ONLY UPON APPROVAL OF SDR 26 PVC PIPE
345 mm CRY OF BOZEMAN SEWER
HDPE TAW DEPARTMENT.
NOTES: SHALL
DUAL WALL, CORRUGATED 29.5 DIA in 24 gal.
70 GALLON CAPACITY 749 mm 91 L 1. THIS COVERNSTALLATION AT STUB ENDAWILL EXCEEDBE USED F DEPTH F 65' WITH
SERVICE INVERT NO SEWER MAIN STANDARD INSTALLATION (PER STANDARD DRAWING
LOWER THAN SPRING
02730-2) UNLESS AN ALTERNATIVE IS APPROVED
SEMI-OSITIVE DISPLACEMENT TYPE PUMP. NSF GoENE OF SEWER MAIN BY THE CRY ENGINEER.
EACH DIRECTLY DRIVEN BY A 1 HP MOTOR •
� FOR WYE FITTINGS.
2. MIN. DEPTH OF COVER SHALL BE 5' AT END OF
SERVICE STUB. ENGINEER SHALL BE RESPONSIBLE
AD CH 10/'LC/30 E FOR DETERMINING REQUIRED ELEVATION OF SUB.
NOTE: 3. DUCTILE IRON FITTINGS SHALL BE HARCO _
OR BY I CFK'D I DATE ISSUE I SCALE GASKET X GASKET OR APPROVED EQUAL.
CONCRETE BALLAST MAY BE REQUIRED IF DEPTH OF COVER AT STUB END WILL EXCEED
SEE INSTALLATION INSTRJCTION 6.5' FOLLOW STANDARD DRAWING N0. 02730-03
FOR DETAILS CITY OF BOZEMAN SCALE: DEEP SANITARY SEWER NO. 02730-3
EM
SEWEUA 19X8T�DAs CITY OF BOZEMAN SCALE: SANITARY SEWER N0. 02730-2 STANDARD DRAWING NONE SERVICE LINE MAY 2021
NOTE DIMENSIONS ARE FOR REF ONLY MODEL 01-1071 / DR071 STANDARD DRAWING NONE SERVICE LINE MAY 2021
DETAIL SHEET
NA0050P02
3
ll DETAIL / T 1 DETAIL DETAIL,
cs.z E/O1NE GRINDER PUMP C3.2 SANITARY SEWER LINEc3.2 DEEP SANITARY SEWER LINE
NTS NTS NTS
: 22-058 PROJECT
NO. REVISIONS DRAWN BY DATE # SHEET
NOT TO SCALE
if E / NORTH H WALLACE RESIDENCES 32 DISCOVERY DRIVE Civil Engineering DATE: 08/01/2023
NOT p� L��L.e�Cs `/ BOZEMAN,MT 59718 g g DETAILS C3 a2
P DETAILS PHONE(406)582-0221 Geotechnical Engineering ALL2-5770 IED
PROJECT ENGINEER: RSR DRAWN BY: JCH wwwallFAXiede gsneer ng.com
428 1�O13T]H[WALLACE,BOZEMAN,1�IT Land Surveying 1=Him
sERWCLs a1c NORTH WALLACE
DESIGNED BY: RSR REVIEWED BY: °� :ea,oi°``•y DETAILS