HomeMy WebLinkAboutHARMONY 23 - FDP - FDP170010 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSAll changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
Mr. Terry Farrill, P.E., District Engineer Date
Mr. Chris Matkins, Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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“”
“ ”
“ ”
“ ” “ ”
14 STALLS 10 STALLS 15 STALLS 6 STALLS
7 STALLS
10 STALLS
8 STALLS
4 STALLS
13 STALLS
7 STALLS
8 STALLS 12 STALLS
7 STALLS 13 STALLS 11 STALLS 11 STALLS
13 STALLS
13 STALLS
10 STALLS 9 STALLS
15 STALLS
4 STALLS
14 STALLS
11 STALLS
12 STALLS
15 STALLS
716 LF 4" STRIPE FOR 5' WALK
TYPICAL PARKING
DIMENSIONS
C
D
4 STALLS
5 STALLS
11 STALLS
12 STALLS
10 STALLS
11 STALLS
15 STALLS
15 STALLS
14 STALLS
9 STALLS
9 STALLS
14 STALLS
12 STALLS
5 STALLS 12 STALLS
8 STALLS
11 STALLS
11 STALLS 8 STALLS
9 STALLS
716 LF 4" STRIPE FOR 5' WALK
TYPICAL PARKING
DIMENSIONS
C
D
8 STALLS
11 STALLS
11 STALLS 8 STALLS
9 STALLS
9 STALLS
11 STALLS
9 STALLS
15 STALLS
8 STALLS
8 STALLS
716 LF 4" STRIPE FOR 5' WALK
EX. BOX ELDER DITCH
TYPICAL PARKING
DIMENSIONS
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
·
·
·
·
·
·
C
D
·
·
·
·
·
·
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
0.07%
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
HARMONY SOUTH FL
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
49.66
EX.
49.52
EX.
49.19
EX.
51.23
EX.
50.78
EX.
50.48
EX.
49.97
EX.
51.65
EX.
C
D
C
D
1.
2.
3.
4.
5.
1.
2.
3.
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
(FORT COLLINS ONLY)
SCALE:
N.T.S.
DETENTION POND B OUTLET STRUCTURE
PLAN VIEW
BASE SLAB
CROSS SECTION
GRATING (WITH HINGED
SECTIONS, EACH SECTION
NOT TO EXCEED 5 FEET
IN LENGTH)
2' WIDE CONCRETE PAN
100-YEAR WATER SURFACE ELEVATION
100-YEAR ORIFICE PLATE
(2 YR. HISTORIC RELEASE RATE)
1.0' FREEBOARD (MIN.)
2' CONCRETE PAN
PREFABRICATED BAR GRATING, CROSS
BARS @ 4" O.C., BEARING BARS 1 1/2" BY
3/16" @ 1 3/16" O.C.
FINISHED GRADE
4:1 SLOPE
A
A
HINGE (TYP.)
SEE DETAIL
WQCV WATER SURFACE ELEVATION
A
D
F
H
6"
OUTSIDE EDGE OF 6"
STRUCTURE WALL
6" ( TYP.)
J K L
6" WALL TYP.
E
G
I
WALL (TYP.)
#4 BARS @ 12" CTRS. EA. WAY
TYP. FOR WALLS AND FLOOR
POND CREST
(EMERGENCY SPILLWAY)
FLOW
OVERFLOW
WQ ORIFICE PLATE
M
OUTLET PIPE
SIZE =
B
C
WQ ORIFICE PLATE
NOTES:
1. ALL METAL PARTS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL
SHALL BE HOT DIP GALVANIZED AND MAY BE PAINTED AFTER GALVANIZING.
2. MINIMUM CONCRETE MIX SHALL BE 5 1/2 SACK, 3000 PSI. CONCRETE TO BE
REINFORCED WITH #4 BARS 12" O.C. EACH DIRECTION. 1" CHAMFER ON ALL
EXPOSED CORNERS OF WALLS.
100-YR ORIFICE
BLOCK-OUT IN WALL
SECTION "A - A"
8"
BASE SLAB
GRATE (TOP FLUSH W/ TOP OF STRUCTURE)
HINGE DETAIL
1 1/2" DEEP BY 2 1/2" WIDE
GRATE SUPPORT LEDGE
FORMED IN CONCRETE WALLS
1/4" STEEL
HINGE PLATE
SIDE VIEW PLAN VIEW
1" BAR WELDED
TO GRATING
3"
7"
GRATE SUPPORT LEDGE
FORMED INTO STRUCTURE WALL
NOTCH GRATING
TO CLEAR HINGE
PROJECTION
SECURE HINGE
PLATE TO WALL
WITH 3/8" BOLTS
SCALE:
N.T.S.
STANDARD
CONSTRUCTION DETAILS
DETENTION POND OUTLET -MODIFIED
SHEET
2 OF 2
#4 BARS @ 12" CTRS. EA. WAY
TYP. FOR WALLS AND FLOOR
(6" MIN.)
M
SCALE:
N.T.S.
DETENTION POND A OUTLET STRUCTURE
PLAN VIEW
BASE SLAB
CROSS SECTION
GRATING (WITH HINGED
SECTIONS, EACH SECTION
NOT TO EXCEED 5 FEET
IN LENGTH)
100-YEAR WATER SURFACE ELEVATION
100-YEAR ORIFICE PLATE
(2 YR. HISTORIC RELEASE RATE)
1.0' FREEBOARD (MIN.)
PREFABRICATED BAR GRATING, CROSS
BARS @ 4" O.C., BEARING BARS 1 1/2" BY
3/16" @ 1 3/16" O.C.
FINISHED GRADE
4:1 SLOPE
A
A
HINGE (TYP.)
SEE DETAIL
A
F
H
OUTSIDE EDGE OF 6"
STRUCTURE WALL
6" ( TYP.)
J L
G
I
#4 BARS @ 12" CTRS. EA. WAY
TYP. FOR WALLS AND FLOOR
POND CREST
(EMERGENCY SPILLWAY)
FLOW
OVERFLOW
M
OUTLET PIPE
SIZE =
B
C
6" WALL TYP.
SCALE:
N.T.S.
DETENTION POND A WATER QUALITY OUTLET STRUCTURE
PLAN VIEW
BASE SLAB
CROSS SECTION
US FILTER STAINLESS STEEL
WELL SCREEN NO.93 OR
APPROVED EQUAL
WQCV WATER SURFACE ELEVATION
WQ ORIFICE PLATE
US FILTER STAINLESS STEEL WELL
SCREEN NO.93 OR APPROVED EQUAL
4:1 SLOPE
A
A
HINGE (TYP.)
SEE DETAIL
A
D
OUTSIDE EDGE OF 6"
STRUCTURE WALL
6" ( TYP.)
J
E
#4 BARS @ 12" CTRS. EA. WAY
TYP. FOR WALLS AND FLOOR
FINISHED GRADE
WQCV POND CREST
(EMERGENCY SPILLWAY)
FLOW
M
OUTLET PIPE
SIZE =
B
6" WALL TYP. C