HomeMy WebLinkAbout010 C3.4 North Wallace Residence CIVIL DETAILS FINISHED GROUND SURFACE
VERTICAL TRENCH WALLS WITH TYPE "A" TRENCH BACKFILL PER
SHORING TO CONFORM TO O.S.H.A. MPW STANDARD SPECIFICATIONS
REGULATIONS
HEAT TAPE AS NOTED ON ARCHITECTURAL PLANS. CURB & GUTTER/PAVEMENT
REFER TO PAVEMENT SECTION
STRUCTURE
ROOF DOWNSPOUT AS SHOWN ON ARCHITECTURAL
PLANS. CONFIGURE DOWNSPOUT TO DISCHARGE
TO CENTER OF PROPOSED DRAIN INLET GRATE.
PROVIDE CLEARANCE FOR REMOVAL OF GRATE.
OPTIONAL GONG. APRON OR 8 OUNCE NON-WOVEN
,• .� LANDSCAPING. DRAIN AWAY FILTER FABRIC (MIRAFI 180IN
• FROM STRUCTURE. OR APPROVED EQUAL)
1" MINUS CLEAN
A ! a• CRUSHED ROCK 30"-DIA. PERFORATED ALUMINIZED CSP
4:.
12" NYLOPLAST INLINE a• : 1' MIN.
DRAIN. LOCATE DIRECTLY .�
BELOW DOWNSPOUT.
6" A2000 PVC STORM DRAIN
LINE. MIN. GRADE OF 0.0075
FT/FT. SEE CIVIL PLAN FOR 45' ELBOW
MORE INFORMATION.
2' MIN. 2' IN.
vV
STORM MAINLINE. SEE PLANS. 1' MIN.
IN LINE WYE FITTING FOR NEW INST /b I I
ALLATION. OVER EXCAVATE TO
INSERTA TEES MAY BE USED FOR NATIVE GRAVELS
CONNECTION TO EXISTING MAIN LINE.
SERVICE INVERT NO LOWER
DETAIL THAN SPRING LINE OF MAIN.
C3.4 ROOF DOWNSPOUT CATCHMENT =
NTS
DETAIL
DETAI L
C3.4 PERFORATED CMP SECTION
NTS
3
;I
NO. REVISIONS DRAWN BY DATE NORTH
WALLACE
}� 7 j� }�7 PROJECT #: 22-058 SHEET
}�,� 7� �? A V ORT ll 0'il'1- L LeACE RESIDENCES 32 DISCOVERY DRIVE DATE: 08/01/2023 �3 o4
NOT TO SCALE G� BOZEMAN,MT59718 Civil Engineering � DETAILS
P DETAILS PHONE(406)582-0221 Geotechnical Engineering ALLIED
FAX(406)582-5770
PROJECT ENGINEER: RSR DRAWN BY: JCH -alliedengineeringm Land Surveying EN6'R,HI
428 NOIt°][']H[WALLACE,BOZEMAN,MT � y NORTH WALLACE
DESIGNED BY: RSR REVIEWED BY: °%�asep,oi°``�• DETAILS