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SURVEYED
DESCRIPTIONDATEREVISION SHEET
OF
1/10/24 13:02 KYLE.DRUYVESTEIN F:\7348 NORTH PARK WYNDHAM HOTEL SITE PLAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\09 - CIVIL CONSTRUCTION DETAILS.DWG;2215
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DJ&A, P.C.
01/16/2024
7348
MR
BZ
BZ
CIVIL CONSTRUCTION DETAILS
BOZEMAN, MT
PROJECT ECHO
NORTH PARK WYNDHAM HOTEL
N
NPSSROF
E
OI
NOM AT A
AL E EEN G INRMICHAEL T.
RUSSELL
No. 59647PE8"13"3"CLR.SLAB REINF. #4 @ 12" OC. EACH WAY
PROVIDE 15" STAGGERED SPLICE #4
BARS
NOTE: REINFORCE AND PLACE JOINTS PER
SPECIFICATION & JOINT DETAIL
CONTRACTOR TO REVIEW AND
FOLLOW GEOTECH REPORT.6"3"ASPHALT CONCRETE PAVEMENT
CRUSHED BASE COURSE, 6"
COMPACTED DEPTH, COMPACTED
TO 95% PROCTOR DENSITY,
REFER TO GEOTECH REPORT
12"CRUSHED SUB-BASE, 12"
COMPACTED DEPTH, COMPACTED
TO 95% PROCTOR DENSITY, REFER
TO GEOTECH REPORT
WOVEN GEOTEXTILE SEPARATION
FABRIC (MIRAFI HP570 OR
EQUIVALENT)
A
15
CONCRETE PAVEMENT SECTION
N.T.S.
B
15
ASPHALT PAVEMENT SECTION
N.T.S.
C
15
STORM SEWER MANHOLE DETAIL
N.T.S.
WOVEN GEOTEXTILE
SEPARATION FABRIC
(MIRAFI HP570 OR EQUIVALENT)
CONCRETE PAVEMENT
BASE COURSE AGGREGATE,
13" MIN. COMPACTED DEPTH
8" MIN. COMPACTED SUBGRADE
29 34"18 12"25 34"1"
6"22 78"18"42 12"
40"
46 12"
35 18"
NEENAH FOUNDRY R-3382
CONCAVE INLET & FRAME
OR APPROVED EQUAL
D
15
VALLEY GUTTER MANHOLE LID DETAIL
N.T.S.
NOTE: WHERE PLAN
DICTATES A STORM
MANHOLE WITHIN A
VALLEY GUTTER, USE THE
VALLEY GUTTER INLET LID
DETAIL RATHER THAN A
ROUND LID.