HomeMy WebLinkAbout107 C2.4 Details A
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a 3-FT WIDE CONC. APRON ,� o
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\ MN TOP BACK OF CURB
I TRANSITION CURB DOWN.
1 FACE OF CURB - BLEND TO APRON.
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° a 3-FT � °
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2-FT
PROPOSED 3-FT WIDE CURB CUT AND a
CONCRETE APRON. SEE DETAIL 3/C2.4 a a a
I 3-FT WIDE APRON.
z4• I GUTTER PAN A
1
1 EDGE OF PAVEMENT
ASPHALT PARKING LOT
y, 1 PLAN VIEW
1
1 2-FT WIDE
�O BLEND STD CURB
vM 40.0' 2 11 TO APRON 1/4 LIP
M C2,4 1 ASPHALT PARKING LOT
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6% GRADE
10.0' 1 3-FT WIDE CONC. APRON. MATCH SLOPE
1 TO POND BOTTOM. -
\ ° 6" MIN.
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PROPOSED RETENTION POND
POND BOTTOM ELEV. = 4735.00' 3" CRUSHED
POND BOTTOM AREA = 379 SF GRAVEL BASE MIN.
10-YR, 2-HR STORM:
MAX WSE a 4736.25' SECTION A-A
POND VOLUME a 785 CF
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��DETAIL
C2.4 FLAT SPILL CURB
NTS
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0 5 11�� 0 5 CONNECT PROPOSED ASPHALT TRAIL
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ll 1YTAll1�1�Ls TO EX. SIDEWALK ATINTERSECTION OF v
C2.4 RETENTION POND PLAT VIEW TSCHA6kE LANE AND VAQUERO PKWY.
SCALE (FEET) -
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L� 9•.t
10-YR, 2-HR STORM WSE a 4736.25' i
POND VOLUME a 785 CF - Ij�-
EX. GROUND CONNECT PROPOSED ASPHALT
�— — — — _ --TRAIL-TO EX. SIDEWALK
= ' 4�%
POND BOTTOM ELEV. = 4735.00' 1.25 FINISHED GRADE
M10.0' BOTTOM .z
WIDTH �I -
DETAIL 0 5 10 15 0 100 200 300
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REVISIONS: DETAIL
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1. DETAIL 4/C2.4 HAS BEEN REVISED TO SHOW C2.4 RETENTION POND SECTION VIEW � DETAIL �
ASPHALT PATH MAINTAINING 10-FT WIDTH AT SCALE (FEET) si
DRIVE APPROACHES. A ASPHALT TRAIL CONNECTIONS
NTS SCALE (FEET)
NO. REVISIONS DRAWN BY DATE }�7 �7 �7 PROJECT #: 22-002 SHEET
1 AS OUTLINED IN NOTES ABOVE MCG 01/06/2023 ��( �®A��� PARK MAINTENANCE ����.,���(�p 32 DISCOVERY DRIVE DATE: 09/27/2022
BOZEMAN,MT 59718 Civil Engineering
CIVIL DETAILS C2s4
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PROJECT ENGINEER: RSR DRAWN BY: MCG 1LD��.L'.1WJLAA�V�, Ay 1A11A www.alliedengineedng.com am MAINTENANCE y MAINTENANC]EBUILDING
DESIGNED BY: MCG REVIEWED BY: RSR JLD .L. A� 1 d °'�„sep„ie`"� CIVIL DETAILS