NCC214841_Site Plan or Location Map_20210825

5
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C
LEGEND
LIMITS OF CONSTRUCTION
BUILDING
MAJOR CONTOUR
MINOR CONTOUR
CURB & GUTTER
STORM SEWER
SANITARY SEWER
DOMESTIC WATER MAIN
FIRE WATER MAIN
UNKNOWN UTILITY
COMMUNICATIONS
POWER
FIBER OPTIC
OVERHEAD STEAM LINE
HEAVY DUTY ASPHALT PAVEMENT
STANDARD DUTY ASPHALT PAVEMENT
EXISTING
PROPOSED
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O
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101 101-
— SD SD
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- SS SS
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— W W
— FW
— UNK
—C C
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— P P
THE
UNITED
STATES
MARINE
CORPS
— FO FO
MCCS
ACTIVITY
SEAL COAT EXISTING ASPHALT PAVEMENT
CONCRETE SIDEWALK[ ** - . * * .
HEAVY DUTY CONCRETE PAVEMENT
NEW GRAVEL SURFACING
EROSION CONTROL BLANKET
- REFER TO DETAIL A3 /®
SEED DISTURBED AREAS y y y y
ROCK CONSTRUCTION ENTRANCE
- REFER TO DfIL[ C /C Kam. 04
RIP RAP AT FLARED END SECTIONS
- REFER TO DETAIN AUL004
SILT FENCE
- REFER TO DETAIL A2/CK503
CURB INLET BARRIER
- REFER TO DETAIL C4/CK503
El
CULVERT INLET PROTECTION
- REFER TO DETAIL Al/CK503
SEDIMENT LOG AT DITCH
- REFER TO DED A®04
SITE DATA
LIMITS OF CONSTRUCTION AREA:
DISTURBED AREA:
EXISTING IMPERVIOUS AREA:
EXISTING PERVIOUS AREA:
PROPOSED IMPERVIOUS AREA:
PROPOSED PERVIOUS AREA:
NET CHANGE IN IMPERVIOUS AREA:
NOTES
70,563 SF / 1.62 AC
37,700 SF / 0.87 AC
34,653 SF / 0.80 AC / 49.1 %
35,910 SF / 0.82 AC / 50.9%
42,424 SF / 0.97 AC / 60.1 %
28,139 SF / 0.65 AC / 39.9%
+ 7,771 SF / 0.18 AC
1. STORM WATER RUNOFF FROM THE PROJECT SITE ENTERS AN EXISTING DITCH
SYSTEM, WHICH FLOWS DIRECTLY INTO THE NEW RIVER.
2. THERE ARE NO KNOWN WETLANDS ON SITE, NOR ARE ANY WETLANDS IMPACTED
BY RUNOFF FROM THIS PROJECT.
3. CONTRACTOR SHALL NOTIFY PWD, DESIGN BRANCH ([e-mail])
AND EMD, COMPLIANCE BRANCH ([e-mail]) 48-HOURS
PRIOR TO LAND DISTURBING ACTIVITIES.
10, 0 10, 20'
SCALE: 1 "=20'-0"
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• �FESS/p' •lk
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SEAL
8545 -
4%LVr VL1 SEAL
MA DAY
730 SECOND AVENUE SOUTH, SUITE 1300
MINNEAPOLIS, MN 55402 TEL: [phone] AIEINFO
APPROVED
FOR COMMANDER
ACTIVITY
SATISFACTORY TO APRIL 20, 2021
DES JFJ
DRVV MRR CHK DMVV
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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SCALE:
PROJECT NO.:
H0718-C-0001
CONSTR. CONTR. NO
DRAWING NO.
SHEET 10 OF 80
CG201
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