HomeMy WebLinkAbout004-C400 Grade & Drain PlanW
W
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP0.66%1.00%
1.10%6.93%0.24%0.50%
0.50%
2.11%
2.63%
0.30%46
7
9
4678
4677
4676
4679
4678
4679.004
6
7
8
.
0
0
4678.004679.004681.004680.004680.004680.0046
81
.0
0
4679.00467
8
.
0
04679.004680.004678.00
TC=4679.15TC=4679.19
TC=4679.25
TC=4675.24
TC=4675.24
TC=4679.25
TC=4675.24 TC=4675.24
TC=4679.12
TC=4678.88
(MATCH EX.)
TC=4678.91
(MATCH EX.)
TC=4678.81
(MATCH EX.)
TC=4678.79
(MATCH EX.)
TC=4677.83
TC=4678.32
TC=4678.24
TC=4678.29
TC=4678.35
DAYLIGHT 39 LF 2"
PRESSURIZED SD
LINE TO BEHIND
CURB AND GUTTER
C.B.#1 W/ SUMP PUMP
RIM=4675.22
INV (E-IN)=4674.83
INV (W-OUT)=4672.22
BOTTOM ELEV.=4672.22
INV=4675.89
11 LF 4" TRENCH DRAIN @ 0.50% SLOPE
PROPOSED
ADDITION
FFE=4679.24
EXISTING
BUILDING
4678.004678.004679.004680.004
6
7
8
.
0
0 4677.00TC=4678.75
TC=4677.86
TC=4678.77
TC=4677.894677.504678.5046
7
7
.
5
04678.504679.504677.504678.00
4677.50
4678.504680.00
4679.504681.004680.504
6
8
1
.
5
0
4
6
8
1
.
0
04680.504680.004679.504679.504680.004680.504681.004681.504682.004682.504683.004678.504679.00
4679.
0
04678.504678.000.71%1.74%
TBC=4678.74
TBC=4678.84
TBC=4679.38
TBC=4678.20
42'
EX. WATERCOURSE
WATERCOURSE FOR SITE RUN-OFF
44'
41'
SCALE: 1"=20' (24"x36" ONLY)
SCALE IN FEET
20 0 20 40
NOTES:
1.ALL STORM DRAIN PIPE SHALL BE HDPE, SMOOTH INTERIOR WITH WATER TIGHT JOINTS
CONFORMING TO ASTM F2648. FITTINGS SHALL CONFORM TO ASTM F2306 AND SHALL BE
WATER TIGHT.
2. PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURES.
3.NOT ALL EX. UTILITIES ARE SHOWN ON THE DIMENSION/DEMOLITION PLAN.
4.ADJUST ALL LIDS AND GRATES TO NEW PAVEMENT ELEVATION.
5.COORDINATE TBC ELEVATIONS WITH FUTURE ANCHOR BUILDING FINISHED FLOOR ELEVATION.
HEIGHT OF CURB MAY RANGE FROM 5" MIN. TO 7" MAX.
6.FIELD CHECK EX. ELEVATIONS IN AREAS WHERE NEW PAVEMENT TIES INTO EX. PAVEMENT.
VERIFY SLOPES OF NEW PAVEMENT WILL BE SUFFICIENT TO PROVIDE DRAINAGE WITHOUT
CREATING PUDDLES. ADJUST NEW PAVEMENT SLOPES AS NEEDED TO PROVIDE DRAINAGE.
CONSULT WITH ENGINEER AS NEEDED.
7.FIELD VERIFY EXISTING ELEVATIONS. NOTIFY ENGINEER IF ELEVATION IS DIFFERENT THAN
SHOWN ON THE PLANS SO THAT DESIGN ADJUSTMENTS CAN BE MADE AS NEEDED.
8.ROOF DRAINS FOR FUTURE OFFICE BUILDING ARE REQUIRED TO DRAIN ONTO LANDSCAPED
AREAS BEFORE ENTERING A STORM DRAIN SYSTEM.P:\ASG REAL ESTATE LLC (MONTANA) - 9521\3000 - BOZEMAN\3000 - CIVIL\Z DESIGN DRAWINGS\30X42\C400 GRAD & DRAIN PLAN 9521-3000.DWG9/19/2023 1:44 PM602/21/2022ASI-01: CITY COMMENTS & DRAINAGEUPDATE704/18/2022ASI-02: EV CHARGERSPROP. CATCH CURB & GUTTER
PROP. STORM DRAIN
LEGEND
EXIST. STORM DRAINSDSD
EXIST. CURB & GUTTER
PROPERTY LINE
LIMITS OF CONSTRUCTION
PROP. SPILL CURB & GUTTER
PROP. HEAVY DUTY ASPHALT PAVEMENT
PROP. PARKING ASPHALT PAVEMENT
PROP. CONCRETE PAVEMENT OR SIDEWALK
EXIST. CONTOUR
PROP. CONTOUR3160
3160
PROP. GRADE BREAK
PROP.COLORED CONCRETE
(SEE ARCHITECTURAL PLANS)
EXIST. EDGE OF PAVEMENT
#REVISION DESCRIPTIONDATE2733 EAST PARLEYS WAY, SUITE 300C O R P O R A T I O N(801) 485-7770SALT LAKE CITY, UTAH 84109PROJECT #:
DATE:
DRAWN BY:
SCALE:ABCDEFG1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
GRADING ANDGRADING AND DRAINAGE PLANBOZEMAN, MONTANAC4003011 MAX AVENUEAL'S SPORTING GOODS9521-3000
9/11/2023
H.C.
1"=20'
DRAINAGE PLAN
ORDINARY HIGH WATER MARK AS SURVEYED
09/19/2023
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