HomeMy WebLinkAboutSite Certifications - 11/20/2017Accepted 12/7/17
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10:1
41:
1
9:1
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6:1
7:1
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22:
1
17:1
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PR
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S
I
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EXISTING S
I
D
E
W
A
L
K
6'
S
I
D
E
W
A
L
K
6'
S
I
D
E
W
A
L
K
PROPOSED SIDEWALK
PROPOSED
PARKING LOT
PROPOSED REMOTE
DRIVE-THRU TELLER
PROPOSED
PARKING LOT
8'
17' TYP.
2.0%
2.0%
2.0%
2.0%
2.1
%
1.5
%
1.5%
2.1%
2.0%
2.7%2.0%
2.0
%
2.0
%
3.0%
3.1%
2.2%
2.9%
2.6%
2.0%
2.1%
2.5
%
5.0%
446 SQ. FT. OF DIRECT RUNOFF
OVER PEDESTRIAN WALKWAY
17.00
1.5%
1.9%
2.2%
3.3%
2.3%
2.8%
2.1
%
2.6
%
2.3
%
2.7%
9.9%
6.0%
2.2%
EXISTING FEMA
FLOODPLAIN
RETAINING WALL
(BY OTHERS)
SIDEWALK
CHASE
TRENCH DRAIN
INCREASED FOUNDATION EXPOSURE
(SEE NOTE 8)
EXTENDED FOUNDATION HEIGHT
(SEE NOTE 8)
RETAINING WALL
(BY OTHERS)
RETAINING WALL
BY OTHERS
2' CURB CHASE
2' CONCRETE PAN
PROPOSED 18" VERTICAL
CURB AND GUTTER
CONCRETE CHASE
18" VERTICAL
CURB AND GUTTER
TIE TO EXISTING
TIE TO EXISTING
EXISTING 30"
VERTICAL
CURB AND
GUTTER
FLUSH
CURB
EXISTING 30" VERTICAL
CURB AND GUTTER
18" VERTICAL
CURB AND GUTTER
RAMP
MID BLOCK RAMP
RAISED PLANTER
(REFER TO LANDSCAPE
PLANS FOR DETAILS)
RAISED PLANTER
(REFER TO LANDSCAPE
PLANS FOR DETAILS)
30" VERTICAL CURB
AND GUTTER
TRASH ENCLOSURE
TAPER 30" VERTICAL
CURB AND GUTTER
TO EXISTING
2' CONCRETE PAN
RAMP
RAMP
RAMP
RAMP
18" VERTICAL CURB
AND GUTTER
STOP SIGN
BIKE RACK
TRENCH
DRAIN
21.1%
23.1%
12.5%
11.0%
SW
A
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SW
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93.1
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(91
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93.1
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94
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0
6
94.41
94.7
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94.2
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93.8
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93.8
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1
93.8
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94.1
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93.62
93.29
93.30
93.1
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92.5
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4 92.6
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92.99
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92.
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93.6
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94.04
94.2
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93.8
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94.6
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94.6
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1
94.
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4
94.3
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94.2
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94.3
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93.5
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93.7993.78
93.3
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92.5
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93.58
93.50
93.
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92.5
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92.3
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95.8
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93.17
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91
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(95
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94.9
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(88
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(85
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97.34
96
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96
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96.5
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95
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7
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95
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5
95.0
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94.43
93.9
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96
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0
93.8
9
87.59
BOW
93.73
93.74
(95
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0
5
)
92
.
3
2
96.50
(95.5
9
)
(96
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8
0
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94.95
95.24
95.24
95.25
94.6
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HP
94.1
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HP
92.9
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94.28
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95.31
95.34
95.32
95.35
95.4
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3
85.84
95.12
95.12
94.62
93.25
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(96
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96.47
96.29
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(96.04)
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86.03
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86.12
86.14
87.8
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88.45
87.54
87.84
88.16
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3
95.03
95.14
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95.00
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92.91
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93.90
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96
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96.12
96
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95.26
95.3
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95.10
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9
94.05 93.60
92.26
96.59 96.50
96.59
97
.
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1
97
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8
CONCRETE
STEP
FLUSH CONCRETE
(96.5
9
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(9
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.
2
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)
(9
0
.
9
7
)
(88.42)
(9
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)
3.1
%
2.2
%
11.0%
13.9%
7.0%
4.3%
94.3
3
94.2
9
EXISTING FEMA
FLOODPLAIN
EXISTING FEMA
FLOODPLAIN
94.62
92.7
2
2.0%
1.0%
1.
1
%
3.
4
%
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C4.00
GR
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NORTH
( IN FEET )
1 inch = ft.
Feet01010
10
20 30
LEGEND:
PROPOSED CONTOUR
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
6.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF
A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
7.ADD 4900-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS,
WHERE TRUNCATED.
8.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED ARCHITECTURAL
AND LANDSCAPE ARCHITECTURE DRAWINGS FOR ALL STEPS, RAMPS,
LANDSCAPING WALLS, SEATWALLS, AND PLANTERS.
9.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH STAMPED STRUCTURAL
DRAWINGS FOR ELEVATIONS AND GRADE CONDITIONS ALONG BUILDING
PERIMETER. NOTIFY OWNER, ARCHITECT, AND ENGINEER(S) OF ANY
DISCREPANCIES PRIOR TO MOBILIZATION.
NOTES:
EXISTING SPOT ELEVATION
PROPOSED STORM DRAIN
PROPOSED INFLOW CURB AND GUTTER
PROPOSED SWALE
NORTHERN ENGINEERING SERVICE, INC.
NE PROJECT # 1050-002
DATE: OCTOBER 2015
FIELD SURVEY BY:
FINISHED GRADE AT HIGH SIDE OF WALL
FINISHED GRADE AT LOW SIDE OF WALL
TRANSITION CURB AND GUTTER T
PROPOSED OUTFALL CURB AND GUTTER
6
REC
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D
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R
A
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S
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W W
W
W
W
W
W
W
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W
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W
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G
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G
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G
G
G
G
G
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
G
G
G
G
G
G
G
G
G G G
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W
W
W W
W
W
W
W
G
G
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G G G
SS
SS
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SS
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SS
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SS
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SS
SS
ST
ST
ST
ST
ST
ST
ST
ST
ST
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ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ARTHUR D
R
I
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E
SP
R
I
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G
C
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T
TIE TO EX. 8" WATER w/
8"x6" SWIVEL TEE,
W/ 6" GV (NE) & T.B.
N:121560.97
E:194527.43
SP
R
I
N
G
C
O
U
R
T
CONNECT TO EXISTING
SANITARY SERVICE &
INSTALL CLEAN OUT
(SEE NOTE 10)
N:121572.93
E:194615.21
±7.41 LF 6" F.S.
PROPOSED FIRE
HYDRANT ASSEMBLY
N:121563.98
E:194534.20
EXISTING SSMH TO BE ADJUSTED
TO FINISH GRADE
INV. OUT=4981.37(N)
PROPOSED
RETAINING WALL
FEMA REGULATED
FLOOD FRINGE
EXISTING 8"
SANITARY SEWER
EXISTING 6"
SANITARY SEWER
EXISTING 6"
WATER
EXISTING WATER
LINE EASEMENT
EXISTING GAS LINE
EXISTING SANITARY
MAN HOLE
RIM=4991.51
INV IN=4981.84 (E)
INV IN=4984.16 (W)
INV IN=4980.99 (S)
INV OUT=4980.91 (N)
APPROXIMATE LOCATION EXISTING
SANITARY SEWER CLEAN OUT
APPROXIMATE LOCATION OF
EXISTING SANITARY SEWER SERVICE
FEMA REGULATED
FLOOD FRINGE
PROPOSED
RETAINING
WALL
EXISTING
GAS LINE
PROPOSED
ELECTRIC SERVICE
PROPOSED
ELECTRIC METER
TRANSFORMER
CONNECT EXISTING
ELECTRIC LINE PER
CITY LIGHT & POWER
RELOCATED
ELECTRIC VAULT
EXISTING 6"
WATER
FEMA REGULATED
FLOOD FRINGE
FEMA REGULATED
FLOOD FRINGE
TRENCH DRAIN
2' SIDEWALK
CHASE
PROPOSED
GAS METER
E
PROPOSED
BUILDING
S
I
D
E
W
A
L
K
PR
O
P
O
S
E
D
S
I
D
E
W
A
L
K
PR
O
P
O
S
E
D
S
I
D
E
W
A
L
K
EXISTING
S
I
D
E
W
A
L
K
PROPOSED SIDEWALK
CONNECT TO EXISTING GAS
MAIN PER UTILITY COMPANY'S
SPECIFICATIONS
CO
L
L
E
G
E
A
V
E
N
U
E
±26.54 LF 4" S.S. @ 2.00%
OUTFALL A1
INV. IN=4987.03 (E)
FG=4987.03
FLOW CONTROL MH A3
INV. IN=4988.52 (S)
INV. IN=4988.52 (E)
INV. OUT=4988.11 (W)
FG=4993.74
WATER QUALITY WEIR B3
INV. IN=4988.60 (W)
INV. IN=4988.60 (S)
INV. OUT=4988.60 (N)
INV. OUT=4988.60 (E)
FG=4993.60
3.13 LF 6" HDPE @ 2.00%
12" x 12" TEE B2
INV. IN=4988.61 (W)
INV. OUT=4988.61 (N)
INV. OUT=4988.61 (E)
FG=4993.48
30.13 LF 12" HDPE @ 2.50%
35.43 LF 12" HDPE @ 1.00%
36.53 LF 12" HDPE @ 1.00%
19.83
L
F
1
2
"
H
D
P
E
@
1
.
0
0
%
2' CONCRETE
CHASE
6" SANITARY
SEWER SERVICE
1-1/4" WATER SERVICE
IS
O
L
A
T
O
R
R
O
W
INLET B1
INV. OUT=4988.69 (E)
FG=4991.90
13.91 LF 6" HDPE @ 7.64%
TRENCH END CAP A4-7
INV. IN=4993.41 (S)
INV. OUT=4990.44 (NW)
FG=4994.05
10' DRAINAGE EASEMENT
EASEMENT FOR UNDERGROUND
ELECTRIC LINE PER REC. NO. 87041082
IS
O
L
A
T
O
R
R
O
W
30' SANITARY SEWER
EASEMENT
15' UTILITY EASEMENT
CITY SERVICE
TO PUBLIC LIGHT
PROPOSED CITY
ELECTRIC LINE
12" x 6" TEE A2
INV. IN=4988.02 (E)
INV. IN=4988.02 (S)
INV. OUT=4988.02 (W)
FG=4993.67
JUNCTION A5
INV. IN=4988.54 (E)
INV. IN=4988.54 (S)
INV. OUT=4988.54 (W)
FG=4993.92
MONITORING WELL A2-1
INV. OUT=4988.09 (N)
FG=4993.43
32
.
8
6
L
F
6
"
P
E
R
F
.
H
D
P
E
@
0
.
2
0
%
45° BEND A4-1
INV. IN=4988.62 (NE)
INV. OUT=4988.62 (S)
FG=4993.87
45° BEND W_ CLEANOUT A4-2
(TRAFFIC RATED)
INV. IN=4989.37 (E)
INV. OUT=4989.37 (SW)
FG=4993.89
12'' x 6'' TEE A4-3
INV. IN=4989.73 (E)
INV. IN=4989.73 (S)
INV. OUT=4989.73 (W)
FG=4994.15
45° BEND W_ CLEANOUT A4-4
(TRAFFIC RATED)
INV. IN=4990.09 (SE)
INV. OUT=4990.09 (W)
FG=4994.28
ROOF LEADER A4-3.1
INV. OUT=4990.79 (N)
FG=4995.35
ROOF LEADER B3-3 WITH A 6'' x 4'' TEE
INV. OUT=4989.96 (W)
FG=4996.14
9.57 LF 6" HDPE @ 2.00%
BEND B3-2
INV. IN=4989.77 (E)
INV. OUT=4989.77 (NW)
FG=4995.09
39.25 LF 12" HDPE @ 0.20%
WATER SERVICE TO
BE LOWERED 18" BELOW
STORM SEWER
RELOCATED
3
4" WATER METER
& CURB STOP
EXISTING 3
4" WATER SERVICE
TO REMAIN
3
4" WATER SERVICE
5' PAST METER.
5' PAST METER
CONVERT TO
1-1/4" SERVICE
(PER MEP RECOMMENDATION)
3.52 LF 12" HDPE @ 2.50%
EXISTING GAS
SERVICE
EXISTING WATER
SERVICE
EXISTING GAS
SERVICE
TRENCH DRAIN
93.3
6
FG
93.6
4
FG
94.0
9
FG
93.9
3
FG
88.12
SG
88.02
SG 88.0
9
SG
88.1
8SG
JUNCTION B4
INV. IN=4988.59 (W)
INV. OUT=4988.59 (N)
INV. OUT=4988.59 (E)
FG=4993.70
55.2
0
L
F
6
"
H
D
P
E
@
2
.
0
0
%
BEND B3-1
INV. IN=4988.66 (SE)
INV. OUT=4988.66 (N)
FG=4993.58
EXISTING 30" RCP
EASEMENT FOR SIDEWALK & ELECTRICAL
ACCESS PER REC. NO. 807041080
TRENCH DRAIN
1.50 LF 6" PVC @ 0.50%
TRENCH DRAIN A4-13
INV. IN=4994.93 (S)
FG=4995.34
TRENCH DRAIN A4-14
INV. OUT=4994.94 (N)
FG=4995.72
1.50 LF 6" PVC @ 0.50%
TRENCH DRAIN A4-11
INV. IN=4994.51 (S)
FG=4995.10TRENCH DRAIN A4-12
INV. OUT=4994.51 (N)
FG=4995.04
TRENCH DRAIN A4-10
INV. OUT=4994.51 (N)
FG=4995.10
1.51 LF 6" PVC @ 0.50%
TRENCH DRAIN A4-9
INV. IN=4994.50 (S)
FG=4994.96
TRENCH DRAIN A4-8
INV. OUT=4993.62 (N)
FG=4994.19
SW
A
L
E
(S
E
E
S
H
E
E
T
C6
.
0
5
)
SW
A
L
E
(S
E
E
S
H
E
E
T
C6
.
0
5
)
JUNCTION B5
INV. IN=4988.58 (W)
INV. OUT=4988.58 (N)
FG=4993.81
3.38 LF 18" HDPE @ 2.50%
INSPECTION
PORT
INSPECTION
PORT
9' UTILITY
EASEMENT
PUBLIC
ACCESS
EASEMENT
JUNCTION A6
INV. IN=4988.55 (S)
INV. OUT=4988.55 (W)
FG=4994.00
(16) SC-740
STORMTECH CHAMBERS
WATER QUALITY WEIR A4
INV. IN=4988.53 (E)
INV. IN=4988.53 (S)
INV. IN=4988.53 (N)
INV. OUT=4988.53 (W)
FG=4993.85
9' UTILITY
EASEMENT
8.5'
UTILITY
EASEMENT
TRENCH DRAIN
SANITARY SEWER
MANHOLE EASEMENT
POTENTIAL CONFLICT
(SEE NOTE 13)
POTENTIAL CONFLICT
(SEE NOTE 13)
HEADWALL
(PER STRUCTURAL)
39.70 LF 18" HDPE @ 2.50%
5.25' LF
W/ 6" VERTICAL EXTENSION
W
TEST
STAHYD
C.O.
D
C.O.
C.O.C.O.
D D
C.O.
C.O.
ST ST ST ST
ST
ST
ST
ST ST ST ST ST ST ST
ST
ST
ST
ST ST ST ST
FF=4995.35
32.4'
2.
7
'
33.9
'
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RD
RD
UD
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E
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D
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A
W
I
N
G
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( IN FEET )
1 inch = ft.
Feet01010
10
20 30
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C3.00
UT
I
L
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T
Y
P
L
A
N
02.13.17
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NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN
THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE
SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS
WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR
REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
9.REFER TO PLUMBING PLANS FOR ALL WATER SERVICE AND SANITARY SEWER SERVICE
LOCATIONS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL
ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF
MATERIALS.
10.CONTRACTOR TO POTHOLE SANITARY SEWER SERVICE TO ESTABLISH CONNECTION
INVERTS AND LOCATIONS. CONTRACTOR TO VERIFY LOCATION PRIOR TO
CONSTRUCTION AND NOTIFY THE PLUMBING ENGINEER AND CIVIL ENGINEER OF ANY
DISCREPANCIES.
11.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED
END SECTIONS.
12.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443/C877
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). STORM DRAINS SHOWN ON
THIS DRAWING AS POLYVINYL CHLORIDE (PVC) SHALL BE SDR-35 OR APPROVED EQUAL.
13.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
14.CONTRACTOR SHALL CONFIRM AND COORDINATE WITH THE STAMPED PLUMBING
DRAWINGS FOR WATER SERVICE ENTRY DETAIL. CONTRACTOR TO PROVIDE
ADDITIONAL STAKING, IF NECESSARY.
15.CONTRACTOR TO COORDINATE ALL ROOF LEADERS WITH THE ARCHITECTURAL AND
PLUMBING PLANS PRIOR TO CONSTRUCTION OR ORDERING OF MATERIAL. IF A
CONFLICT EXISTS, CONTRACTOR TO CONTACT THE ENGINEER.
EXISTING WATER MAIN
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE & CURB STOP
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING LOTLINE
APPROXIMATE GAS METER LOCATION
W
PROPOSED WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
APPROXIMATE ELECTRIC METER LOCATION
ST
UDPROPOSED UNDERDRAIN
EXISTING STREET LIGHT
GPROPOSED GAS
EPROPOSED ELECTRIC
FINISH GRADE SPOT ELEVATION
ROOF DRAIN LOCATIONS
PROPOSED SITE LIGHT
RD
SUBGRADE SPOT ELEVATION
5
1
RE
C
O
R
D
D
R
A
W
I
N
G
S
BP
M
04
.
1
7
.
1
7
2
RE
C
O
R
D
D
R
A
W
I
N
G
S
MA
K
08
.
2
2
.
1
7
3
RE
C
O
R
D
D
R
A
W
I
N
G
S
MA
K
11
.
1
3
.
1
7
3
3