HomeMy WebLinkAboutLot Certifications - 04/07/2017 (2)MA
T
H
E
W
S
S
T
R
E
E
T
AL
L
E
Y
EXISTING BUILDING
EXISTING
BUILDING
EXISTING BUILDING
10
0
'
R
.
O
.
W
.
20
'
R
.
O
.
W
.
124356798 PROPOSED BUILDING
FFE=4980.15
1.7%
2.1%
1.8%
1.2%
1.9%
2.6%2.0%
1.6%
2.8%
2.2%
3.1%
2.6%
81
.
5
2
82.0
5
79.
6
2 79.
2
2
79.
7
2
PROPERTY LINE
BIORETENTION PLANTER
BOX #3 (SEE DETAILS)BIORETENTION PLANTER
BOX #2 (SEE DETAILS)
BIORETENTION PLANTER
BOX #1 (SEE DETAILS)2' CONCRETE PAN
PROPOSED TRANSFORMER
PAD EL. = 82.35
TRASH ENCLOSURE
(SEE ARCH. PLANS)
BUILDING COLUMN (TYP.)
1.5' CURB AND
GUTTER (TYP.)
100' PUBLIC
RIGHT-OF-WAY
20' PUBLIC
RIGHT-OF-WAY
81.
1
5
F
G
81.07 FL
PROPERTY LINE
78.
9
0
82.
0
0
H
P
2.1%
APPROXIMATE LIMITS OF
DISTURBANCE (SEE NOTE 6)
PROPERTY CORNER
N:1456590.63
E:3119073.24
PROPERTY CORNER
N:1456640.63
E:3119073.21
81.7581.7581.75
82.00
81.87
81.90
81
.
9
5
81.
8
1
82.04
81.82
81.56
81.
3
4 80.96
81.
0
5
F
G
81.
0
5
F
G
80.
5
5
F
G
80.
4
6
81.33 INV 81.28 INV
79.42 INV
80.15
80.65 TBC
EXTEND GUTTER TO
BUILDING EDGE
(SEE DETAILS)
6" VERTICAL
CURB
80.
0
7
H
P
79.
9
6
79.
7
8
79.
8
8
79.
8
4
79.
7
4
79.
7
5
79.
7
6
78.
8
8
80.
0
2
80.
0
2
80.15
80.10
80.
1
0
F
G
80.
1
0
80.
0
4
79.
6
9
F
G
80.15
80.
5
8
T
B
C
80.
6
4
T
B
C
80.
5
7
T
B
C
7.8%
80.65 TBC
80.
0
6
80.
1
4
80.
0
7
F
L
GRADE BREAK
82.
3
5
F
G
81.
8
2
2.6
%
14
.
5
%
PROPOSED SWALE
79.
6
5
F
G
79.65
F
G
79.
9
3
F
G
79.
6
6
F
L
2'(w) x 6"(h) KNOCKOUT
IN BUILDING WALL
(SEE ARCH. PLANS)
GRADE TO BE FLAT AT 81.20
AT GARAGE DOOR
81.
2
0
E
O
P
80.
5
1
2.0%
3.
0
:
1
4.
0
:
1
4.
0
:
1
3.
0
:
1
MATCH EXISTING GROUND @ 3:1 MAX
SLOPE FROM PROPERTY LINE
TEMPORARY
CONSTRUCTION
EASEMENT
82.
2
6
F
G
81.
8
5
F
G
81.
9
4
F
G
9.
8
%
81.
2
0
F
G
1.6%
3.1%
1.
6
%
MATCH EXISTING
PAVEMENT
TRANSITION TO
EXISTING PAVEMENT
TRANSITION TO
EXISTING PAVEMENT
T
T
PEDESTRIAN ACCESS
RAMP (SEE DETAILS)
1.8%
2.9
%
3.
1
:
1
1.4
%
1.6%
TRANSITION TO INFLOW
CURB & GUTTER
80.
1
5
T
B
C
8.
0
:
1
4.
0
:
1
REFER TO GRADING DETAIL 'C'
REFER TO GRADING DETAIL 'D'
REFER TO GRADING DETAIL 'B'
REFER TO GRADING DETAIL 'A'
81.60 TBC
49
8
1
.
5
0
498
1
.
9
5
498
1
.
9
8
498
2
.
0
2
49
8
1
.
2
0
498
1
.
0
7
498
0
.
8
8
4980.80
49
8
1
.
0
6
CURB PLACED ALONG BUILDING
AND AROUND ELECTRICAL EQUIPMENT
CURB PLACED AT PROPERTY LINE
PAN RELOCATED AROUND
ELECTRICAL EQUIPMENT
49
8
2
.
0
4
78
.
9
7
79.
8
8
79.
8
8
79.
7
8
79.
1
2
F
L
78.96
2' CURB CHASE
(SEE DETAILS)
2' SIDEWALK CHASE
(SEE DETAILS)
MATCH EXISTING
SIDEWALK
79.
7
8
79.
7
8
79.
9
0
79.
7
9
79.
7
9
79.
8
9
79.
9
1
79.03 FL 0.7%
79.7
0
T
B
C
79.
6
3
T
B
C
1.8%
2.0%
79
.
8
3
79
.
9
1
2.0%
2.0%
2' CONCRETE PAN
79.
1
8
F
L
78.8
0
79.
6
3
79.
7
3
79.9
1
79.
8
0
79.
7
0
78.81
78.82
79.
7
4
79.
7
6
79.
6
4
79.
6
4
78.89 FL 0.6%
79.01
F
L
79.
6
9
79.
6
9
MATCH EXISTING SIDEWALK
2' CURB CHASE
(SEE DETAILS)
PROTECT EXISTING
ELECTRIC
2' SIDEWALK CHASE
(SEE DETAILS)
79.
8
0
79.
8
1
79.
4
9
T
B
C
79.
4
9
T
B
C
79.48
T
B
C
79
.
7
3
79
.
5
7
79.9
5
79.
8
7
2.0%
2.0%
79.08
F
L
2' CONCRETE PAN
79.
9
5
79.
2
9
79.
7
2
2' CURB CUT
79.
6
3 79.42 INV
79.
9
0
80.
4
0
T
B
C
79.
1
2
F
L
80.
9
2
F
G
80.
8
6
F
G
81.
5
0
F
G
80.
4
6
F
G
79.
9
6
F
G
79.
6
8
F
G
79.
5
1
F
G
80.
2
9
F
G
4.
0
:
1
4.
0
:
1
79.54 FG
79.
6
5
F
G
79.
6
5
F
G
79.
6
5
F
G
LANDSCAPE WALL
(SEE LANDSCAPE PLANS)
TOP OF WALL = 81.50
2.0%1.7%
PROTECT EXISTING
COLUMN
2.6%
79.80 EOP
79.
1
8
F
L
9
3.1%
2.6%
82.00
81.87
81.
9
3
81.
9
3
82.
0
3
81.
8
9
82.
0
3
81.
8
9
81.90 81.82
81.56
2.4%
82.
2
8
T
B
C
82.
4
4
81.
9
4
STEP DOWN INTO
TRASH ENCLOSURE
2.3%
82.43 TBC
82.43 TBC
81.85 EOP
82.
2
6
F
G
1.
6
%
T
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U15007
1" =
1" =VERTICAL:
HORIZONTAL:
SCALE
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
21
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N/A
10'
6NO
R
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H
0 10'20'
SCALE: 1" = 10'
5'
LEGEND
NOTES
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED.
3.ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
4.NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS
SHOWN ON THE ARCHITECTURAL PLANS.
5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE
100-YEAR STORM.
6.APPROXIMATE TOTAL DISTURBED AREA IS 8,910 SQUARE FEET.
7.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE
100-YEAR STORM.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROPOSED SLOPE
90.
3
0
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
HP=HIGH POINT
EOP=EDGE OF PAVEMENT
TBC=TOP BACK OF CURB
TOW=TOP OF WALL
3.1
3
EXISTING GRADE
CURB & GUTTER
SILT FENCE
ROCK SOCKEXISTING CONTOUR
PROPOSED CONTOUR
OUTFALL CURB & GUTTER
CURB & GUTTER TRANSITIONT
EXISTING RIGHT-OF-WAY
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
GRADING DETAIL "C"GRADING DETAIL "D"GRADING DETAIL "B"
SCALE: 1"=5'SCALE: 1"=5'SCALE: 1"=5'
GRADING DETAIL "A"
SCALE: 1"=5'
2
KR
B
03
/
2
9
/
1
7
GR
A
D
I
N
G
C
E
R
T
I
F
I
C
A
T
I
O
N
RECORD DRAWING
THESE RECORD DRAWINGS, PRODUCED BY UNITED CIVIL DESIGN
GROUP LLC, ARE BASED ON FIELD INFORMATION GATHERED BY
OTHERS. UNITED CIVIL DESIGN GROUP LLC, ASSUMES NO LIABILITY
FOR THE ACCURACY OR COMPLETENESS OF THIS INFORMATION.
2
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