HomeMy WebLinkAbout03 -CIVIL Independent Living Facility 9.13.19CP 1
CP 2
CP 3
CP 4
BM 1002
BM 1003
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
3"
2"
3"
3"
ETRAN
ETRAN2"
WVBM 1242
2"
1254
2" CLUSTER
2"
2"
3"
8" CLUSTER X108" CLUSTER X8
6" CLUSTER X46" CLUSTER X6
IP1/2" RB
4"4"16"16"
4" CLUSTER X4
4" CLUSTER X4
5"
10"
2" CLUSTER X6
8" CLUSTER X6
4"4"4"
4"4"18"18"18"18"18"18"18"18"18"20"18"12"18"
16"
18"18"
18"12"14"24"16"
5"5"8"8"5"5"
8" X4
4"8"6" CLUSTER X84"
4"
SAN
MH
1366
IP
MH
IPIP
6" CLUSTER X4
30"
4" CLUSTER X4
4"
4" CLUSTER X4
8"
6"8"
4" CLUSTER X8
4"
4" CLUSTER X8
8"
6" CLUSTER X4
10" CLUSTER X4
9"
6"
22"
6"
8"
24"
6" CLUSTER X46" CLUSTER X6
22"
7" CLUSTER X64" CLUSTER X4
6" CLUSTER X4
8" CLUSTER X88"6"
4"
3"
4"
6"3"4"
4"
6"
E
E E
E
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
940
941
940
939
93
8
937
941
940
939938
940
939
94
0
93
9
938
941
9
4
2
94
3
94
2
94
1
CONTROL / BENCHMARK POINT DATA
POINT NO.
1
2
3
4
50
1002
1003
1242
FEATURE
CP
CP
CP
CP
BM
BM
BM
BM
NORTHING
194692.279
194631.866
195020.566
194720.443
194598.047
194692.284
194775.492
194938.493
EASTING
487519.037
487970.221
487577.468
487807.817
488011.517
487504.493
487380.480
487500.909
ELEVATION
938.66
935.34
940.54
938.50
937.52
941.50
946.50
945.51
DESCRIPTION
12" NAIL
12" NAIL
12" NAIL
12" NAIL
TNH
EXISTING SITE LEGEND
NO
T
F
O
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C
O
N
S
T
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C
T
I
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N
-
PROJECT No:
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A
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A
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A
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F
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B
Y
A
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Y
M
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A
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W
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4
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9
0
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x
:
(
7
1
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)
4
2
6
-
5
8
6
6
NE
W
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D
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P
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N
T
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LA
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D
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E
08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C100
EXISTING SITE PLAN
CP 1
CP 2
CP 3
CP 4
BM 1002
BM 1003
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
3"
2"
3"
3"
ETRAN
ETRAN2"
WVBM 1242
2"
1254
2" CLUSTER
2"
2"
3"
8" CLUSTER X108" CLUSTER X8
6" CLUSTER X46" CLUSTER X6
IP1/2" RB
4"4"16"16"
4" CLUSTER X4
4" CLUSTER X4
5"
10"
2" CLUSTER X6
8" CLUSTER X6
4"4"4"
4"4"18"18"18"18"18"18"18"18"18"20"18"12"18"
16"
18"18"
18"12"14"24"16"
5"5"8"8"5"5"
8" X4
4"8"6" CLUSTER X84"
4"
SAN
MH
1366
IP
MH
IPIP
6" CLUSTER X4
30"
4" CLUSTER X4
4"
4" CLUSTER X4
8"
6"8"
4" CLUSTER X8
4"
4" CLUSTER X8
8"
6" CLUSTER X4
10" CLUSTER X4
9"
6"
22"
6"
8"
24"
6" CLUSTER X46" CLUSTER X6
22"
7" CLUSTER X64" CLUSTER X4
6" CLUSTER X4
8" CLUSTER X88"6"
4"
3"
4"
6"3"4"
4"
6"
E
E E
E
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
940
941
940
939
93
8
937
941
940
939938
940
939
94
0
93
9
938
941
9
4
2
94
3
94
2
94
1
1
2
SITE DEMOLITION LEGEND
REMOVE EXISTING ASPHALT
REMOVE CURB AND GUTTER TO
NEAREST JOINT
DEMOLITION NOTES
CLEAR AND GRUB TREE
SAWCUT
REMOVE GRASS AND TOPSOIL
PROTECTION NOTES
PROTECT ALL UNDERGROUND UTILITIES AND UTILITY STRUCTURES THAT
ARE NOT SHOWN AS REMOVED OR ABANDONED IN PLACE
PROTECT ALL REMAINING TREES. EQUIPMENT AND MATERIALS SHALL NOT
BE STORED WITHIN DRIP LINES OF REMAINING TREES
1
2
PROTECT CONCRETE TRANSFORMER PAD
PROTECT STORM MANHOLE
A. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING
STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND RETENTION AND
INFILTRATION NETWORK AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED:
SEE SITE WORK SPECIFICATIONS.
B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE,
AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
C. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD
SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES
OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
D. ENGINEERS NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
E. ALL PAVEMENT REMOVALS WITHIN PUBLIC RIGHT OF WAY SHALL BE
REPLACED IN-KIND AND REMOVALS SHALL BE ACCOMPANIED BY A FULL DEPTH
SAW CUT AND MILLED BITUMINOUS STEP JOINT PER CITY OF LAKE ELMO
STANDARD DETAILS.
F. ALL EXISTING TREES TO BE PROTECTED PER TREE PROTECTION DETAIL.
G. SAWCUTS SHALL BE FULL PAVEMENT DEPTH
INSTALL CONSTRUCTION
FENCING TO PROTECT TREES
NO
T
F
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R
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N
S
T
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U
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PROJECT No:
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A
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T
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A
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P
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OF
A
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S
A
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S
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A
R
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R
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R
V
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D
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N
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D
E
S
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N
S
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P
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A
N
S
SH
A
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34
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W
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5
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4
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Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
NE
W
I
N
D
E
P
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N
D
E
N
T
L
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I
N
G
F
A
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LA
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N
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P
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N
D
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N
T
L
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,
L
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LA
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,
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N
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A
PR
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L
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M
I
N
A
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Y
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S
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B
M
I
T
T
A
L
P
A
C
K
A
G
E
08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C200
SITE DEMOLITION PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
35'
33
'
15
'
25
'
20
'
15
'
15
'
15
'
35'
24
'
10
'
13
'
24'166'24'
55
'
18
'
24
'
18
'
32'32'
25'
(TYP)
SS
HSHS
CW
CW
FL
FL
9'
TYPPAVEMENT MARKING 4"
WHITE (TYP STALLS)
ADA PAVEMENT MARKING,
SEE DTL 5/C805
PAVEMENT MARKING 4"
WHITE (TYP STALLS)
20
'
T
Y
P
8'
CROSSWALK
PAVEMENT MARKING
SEE DTL 6/C805
4'
T
Y
P
6'
6'
6'
5'
42
'
62
'
8'66'9.34'8'45.66'
39
.
1
7
'
6'
76
'
31
.
1
7
'
31
'
8'
(TYP)
5' (TYP UNO)
NP
CROSSWALK
PAVEMENT MARKING
SEE DTL 6/C805
NP
NP
NP
NP
PLAYGROUND
PERGOLA
SITE LAYOUT LEGEND
10'H CHAIN LINK FENCE, SEE DTLS
1/C804 & 2/C804
CROSSWALK SIGNS, SEE DTL 4/C805
STANDARD PLAN NOTES
1.STREET LIGHTING SHALL BE INSTALLED PER CITY STANDARDS 5 FEET BACK
OF CURB IN LOCATIONS SHOWN ON PLAN.
2.ALL SIGNS MUST MEET MMUTCD.
3.ALL SIGN SHEATHING TO BE TYPE IX DIAMOND GRADE (DG3).
4.SIGN POSTS TO BE SQUARE TUBE SIGN STANDARD WITH OMNI BASE.
5.DEVELOPER TO FURNISH AND INSTALL STREET SIGNS PER CITY
STANDARDS.
6.POLY PREFORMED PAVEMENT MATERIAL SHALL BE USED FOR ALL
PAVEMENT SYMBOLS.
7.EPOXY RESIN AND DROP-ON-GLASS BEADS FOR PAVEMENT MARKINGS
SHALL MEET THE REQUIREMENTS OF MnDOT "SPECIFICATIONS FOR
CONSTRUCTION, 2018 EDITION".
CW
STOP SIGN, SEE DTL 1/C805 SS
NO PARKING / FIRE LANE SIGN, SEE DTL 3/C805 FL
HANDICAPPED PARKING SIGN, SEE DTL 2/C805 HS
PED LIGHT BOLLARD, SEE ELECTRICAL PLANS
LIGHT POLES TO MATCH PHASE 1,
SEE ELECTRICAL PLANS
NO PARKING SIGN, SEE DTL 7/C805 NP
NO
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PROJECT No:
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A
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Y
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A
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(
7
1
5
)
4
2
6
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8
6
6
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W
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P
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D
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N
T
L
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G
,
L
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LA
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A
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E
08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C300
SITE PLAN LAYOUTPARKING DATA
SITE APARTMENTS TWIN HOMES TOTAL REQUIRED
STANDARD PARKING (9'X18')33 40 42 115
ACCESSIBLE PARKING (9'X18')2 2 4
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
E
E E
E
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
9.6:1
1.
2
0
%
1.
2
0
%
0.
7
5
%
0.
7
5
%
1.
5
0
%
1.25%1.33%
6.
6
:
1
4
.
5
:
1
1.00%
10
.
5
2
%
4.9:1
3.5:1 5.8:1
FFE:
942.00'
FFE:
942.00'
FFE:
940.75'
FFE:
939.50'
FFE:
939.00'
FFE:
939.75'
FFE:
940.50'
FFE:
941.50'
FFE:
942.00'
1.05%0.94%1.62%
0.
5
0
%
94
0
9
4
0
937
9
3
8
9
3
9
940
9
3
7
93
7
93
8
93
9
9
4
1
941
940
2.00%2.00%2.00%
2.
0
0
%
2.06%
0.74%1.29
%
4.7:1
3.
0
:
1
3.0:1
9.5:1 7.6:1
6
.
4
%
2.
0
0
%
8.1:1
5.9:1
7.4:1
3.0:1
3.0:1
2.06%
2.00%2.00%
0.
5
0
%
2.
0
0
%
941.90 HP 93
9
.
5
0
L
P
94
0
.
3
0
H
P
93
7
.
9
0
L
P
93
8
.
7
0
H
P
94
0
.
4
1
H
P
OVERLAND EMERGENCY
OVERFLOW 936.92
937.15 LP
940.78 HP
OVERLAND EMERGENCY
OVERFLOW 938.89
4.0:1
4.0:1
0.
9
0
%
93
9
94
0
93
8
93
6
93
5
93
4
93
7
4.0:1
4.0:1
7.
7
:
1
4.
1
:
1
2.
0
0
%
93
6
93
8
93
7
9
3
7
93
8
93
9
94
0
94
1
936
937
938
938 939
939
936937938
939
93
7
93
8
93
9
94
0
94
0
94
1
94
2
94
2
943
94
3
938
939
940
93
9
941
9
4
2
9
4
3
940 940
938
939 939
941
941
94
1 941
940
939
941
937
938
938
939
941
9
4
0
9
4
1
9
3
8
9
3
9
9
4
2
941
940 940 939
94
2
9
4
1
5.00%941.00943.
6
3
943.
3
8
M
E
941.44
1.50%
939.09
939.34
939.45
938.46
938.29
M
E
939.61
939.88
940.26
940.53
937.04
937.
5
4
937.
8
9
938.
5
0
938.
8
5
939.
4
7
939.
8
2
940.
4
3
940.
7
4
939.55
939.
5
6
939.
5
2
938.
9
3
939.
3
1
939.
3
4
939.
4
5
937.84
938.35
936.
5
3
M
E
936.19
M
E
OVERLAND EMERGENCY
OVERFLOW 940.10
BIORETENTION BASIN
W/UNDERDRAIN
HWL/100 = 936.86
INFILTRATION BASIN
HWL/100 = 939.83
BIORETENTION BASIN
W/UNDERDRAIN
HWL/100 = 937.23
UNDERGRAOUND STORAGE
W/INFILTRATION HWL/100 = 936.70
1
2
SITE GRADING LEGEND
SPOT ELEVATION (EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED)
SURFACE SLOPE
NEW CONTOURS
0.6%
EXISTING CONTOURS
670
670
669
669
MATCH EXISTING SPOT ELEVATION (EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED)920.00 ME
920.00
TOP OF CURB ELEVATION TC 920.00
PROTECTION NOTES
PROTECT ALL UNDERGROUND UTILITIES AND UTILITY STRUCTURES THAT
ARE NOT SHOWN AS REMOVED OR ABANDONED IN PLACE
PROTECT ALL REMAINING TREES. EQUIPMENT AND MATERIALS SHALL NOT
BE STORED WITHIN DRIP LINES OF REMAINING TREES
1
2
PROTECT CONCRETE TRANSFORMER PAD
PROTECT STORM MANHOLE
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
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D
E
S
I
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N
S
A
N
D
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L
A
N
S
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D
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34
3
3
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5
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08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C400
SITE GRADING PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
ETRAN
ETRAN
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
E
E E
E
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
W
W
W
W
SA
N
SA
N
SA
N
W
W
W
W
W
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
MH
SAN
SAN
W W W
SUBSURFACE
INFILTRATION
SYSTEM (50'x85')
SUBSURFACE
INFILTRATION
SYSTEM (70'x50')
DS DS DS
DS DS DS DS DS
DS DS
DS DS DS DS
DS
DS
DS
DS DS
DS
DS
DS DS DS DS DS
DS DS DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
W
W
W
S15
S12
S13
S14
S11
S17
S10
S09
AEW1
S08
S06
S07
AEW2
S04
S03
S05
S01
S02
S26
141' -
1
2
"
S
S
@
0
.
4
0
%
152' - 15" SS @ 0.24%
143' - 15" SS @ 0.10%
46' - 12" SS @ 0.40%
82
'
-
1
5
"
S
S
@
0
.
2
3
%
58' - 15" SS @ 0.23%
129' - 12" SS @ 0.40%
7
0
'
-
1
2
"
S
S
@
0
.
4
0
%
108' - 12" SS @ 0.40%
56' - 12" SS @ 5.22%
10' - 12" SS @ 0.40%
52' - 12" SS @ 0.40%
40' - 12" SS @ 1.15%
96' - 12" S
S
@
0
.
4
0
%
55' - 15" SS @ 0.23%
18
7
'
-
1
5
"
S
S
@
0
.
2
3
%
23' - 12" SS @ 0.40%
35' - 12" SS @ 0.40%
39' - 12" SS @ 0.40%
S19
S18
CONNECT TO EXISTING CONNECT TO EXISTING
CONNECT TO EXISTING
SITE UTILITIES LEGEND
GENERAL WATERMAIN NOTES
GENERAL SANITARY SEWER NOTES
GENERAL STORM SEWER NOTES
1.ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO
STANDARD SPECIFICATIONS AND DETAILS.
2.MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL.
3.WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE, CLASS-52.
4.ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A.1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH
POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR-BLUE NUTS & BOLTS.
5.USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES.
6.GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 OR APPROVED EQUAL.
GATE VALVES MUST COMPLY WITH CEAM SPEC 2611.2.C.2.
7.USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES.
8.BUTTERFLY VALVES SHALL BE MUELLER LINSEAL III, OR APPROVED EQUAL. BUTTERFLY VALVES SHALL
COMPLY WITH CEAM SPEC. 2611.2.C3.
9.BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAINLESS STEEL.
10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB.
11.HYDRANTS SHALL BE WATEROUS "PACER," MODEL WB-67 OR APPROVED EQUAL, FITTED WITH FH 800 SERIES
FLEX STAKE AND PAINTED RED.
12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 (I.D.) HOSE CONNECTIONS AND ONE 4" STORZ
NOZZLE (MODEL WB-67) AND PENTAGON NUT END CAP.
13.THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1-FT ADJUSTMENT RANGE AND SHALL EXTEND 6
INCHES ABOVE FINISHED GRADE FULLY EXTENDED.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSES WHOSE
WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT.
1.ALL SANITARY SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE
ELMO STANDARD SPECIFICATIONS AND DETAILS.
2. ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED ACCORDING TO CITY STANDARD DRAWING 103
"GRANULAR MATERIAL BEDDING METHOD (FOR PVC SANITARY SEWER PIPE).
3.UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPE AND FITTINGS SHALL BE SDR
35 WITH ELASTOMERIC GASKETED JOINTS.
4.ALL SANITARY SEWER SERVICES SHALL BE 4-INCH PVC, SCH. 40.
5.SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF ASTM D-3034 FOR
THE SIZE, STANDARD DIMENSION RATIO (SDR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS,
SPECIFICATIONS, AND SPECIAL PROVISIONS.
6.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC
3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN.
7.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTS
PROVIDED ON ALL SANITARY SEWER MANHOLES.
8.SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE,
WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL SETTLEMENT OF THE PIPE AND MANHOLE TO TAKE PLACE.
9.A 1'-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT
ADJUSTMENT WHENEVER POSSIBLE.
10.ALL SERVICE LINE STUBS MUST HAVE A 2"x2" HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM THE
END OF PIPE TO FINISHED GRADE ELEVATION.
11.UPON MAKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE, DIRT AND DEBRIS
SHALL BE PREVENTED FROM ENTERING THE EXISTING SEWER BY IMMEDIATELY INSTALLING WATERTIGHT PLUGS
AS NEEDED IN THE EXISTING MANHOLE.
12.ALL MAINLINE SANITARY SEWER AND SERVICES SHALL HAVE TRACER WIRE PER CITY SPECIFICATIONS AND
DETAILS.
1.ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE
ELMO STANDARD SPECIFICATIONS AND DETAILS.
2.REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC
3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN.
3.PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF
ASTM C-477.
4.A 1'-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT
ADJUSTMENT WHENEVER POSSIBLE..
5.JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTS
PROVIDED ON ALL STORM SEWER MANHOLES..
6.RIP-RAP SHALL BE HAND-PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601, CLASS III,
OR AS SPECIFIED HEREIN.
7.THE GEOTEXTILE FABRIC USED UNDER RIP-RAP SHALL EXTEND 3 FT UNDER THE APRON.
8.FURNISH & INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS.
9.ALL SILT SHALL BE CLEANED OUT FROM THE RIP-RAP AT THE END OF THE PROJECT.
10.STORM SEWER STRUCTURES WITHIN 10 FT OF WATERMAIN ARE TO HAVE WATER TIGHT CONNECTIONS PER
MDH REQUIREMENTS.
11.ALL NEW STORM SEWER PIPE SHALL BE FLUSHED AND TELEVISED PRIOR TO SUBSTANTIAL COMPLETION - SEE
SPECIFICATION SECTION 1700 - CLOSEOUT REQUIREMENTS.
PROPOSED WATER MAIN, SEE DTLS
207A/C800, 210/C800, 201/C800, &
206/C800
PROPOSED SANITARY SEWER,
SEE DTLS 1/C803, & 2/C803
PROPOSED STORM SEWER,
SEE DTLS 4/C803, 5/C803,
6/C803, 7/C803, & 8/C803
SAN
TRACER WIRE
ACCESS BOXT
CLEANOUT
CL
O
HYDRANT
INSULATION
REDUCER
GATE VALVE & BOX
WTR SERVICE
& CURB STOP
W BEND
CS
STM MH
INL
APRON ENDWALL
AND RIP RAP
SS AREA
INL
SAN MH
DOWNSPOUTDS
PED LIGHT BOLLARD, SEE ELECTRICAL PLANS
LIGHT POLES TO MATCH PHASE 1,
SEE ELECTRICAL PLANS
PROPOSED 4" UNDERDRAIN
S 932.93 (15")
NE 932.93 (15")
S19
INL 2.5-FT
CASTING - B
RIM 939.76
S 936.11 (12")
W 936.11 (12")
NE 936.11 (12")
S15
INL 2X2.5-FT
CASTING - S
TC 941.15
E 936.54 (12")
NW 936.54 (12")
S12
INL 2X2.5-FT
CASTING - S
TC 940.98
SE 936.36 (12")
S13
INL 2X2.5-FT
CASTING - S
TC 940.43
SW 936.32 (12")
NW 936.32 (12")
E 936.32 (12")
S14
INL 2X2.5-FT
CASTING - S
TC 940.28
SE 936.82 (12")
S11
INL 2X2.5-FT
CASTING - S
TC 939.82
W 936.70 (12")
S17
INL 2.5-FT
CASTING - B
RIM 939.77
W 933.21 (15")
S 933.24 (15")
N 933.24 (12")
S10
INL 2.5-FT
CASTING - B
RIM 939.44
E 933.79 (15")
SW 933.79 (12")
S09
INL 2X2.5-FT
CASTING - S
TC 938.71
S 937.15 SEE DETAIL 7/C803
AEW1, 12" A.E., SEE DETAIL 7/C803
NE 934.35 (12")
S08
INL 2.5-FT
CASTING - B
RIM 938.00
N 933.56 (15")
S 933.56 (12")
E 933.56 (12")
S06
INL 2.5-FT
CASTING - B
RIM 937.96
N 933.43 (15")
S 933.43 (15")
W 933.43 (15")
S07
INL 2X2.5-FT
CASTING - S
TC 937.95
N 936.70
AEW2, 12" A.E., SEE DETAIL 7/C803
N 933.74 (12")
SE 933.74 (12")
SW 933.74 (12")
S04
INL 2.5-FT
CASTING - B
RIM 937.50
NW 933.89 (12")
S03
INL 2X3-FT
CASTING - H
TC 937.02
W 934.07 (12")
S05
INL 2.5-FT
CASTING - B
RIM 937.00
N 933.97 (12")
S01
INL 2X3-FT
CASTING - H
TC 936.39
NE 933.88 (12")
S 933.88 (12")
S02
INL 2X3-FT
CASTING - H
TC 935.92
N 932.50 (15")
S26
???
CASTING - ???
RIM 933.73
NEW UTILITY STRUCTURES
SW 933.06 (15")
E 933.06 (15")
S18
INL 2.5-FT
CASTING - B
RIM 939.83
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
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N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
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D
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34
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08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C500
SITE UTILITIES PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
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SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
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30'
10'
CITY OF LAKE ELMO
DRAINAGE AND
UTILITY EASEMENT
DRAINAGE &
UTILITY
EASEMENT
25
'
VALLEY BRANCH WATERSHED
DISTRICT STORM WATER
MAINTENANCE EASEMENT
25
'
30'
CITY OF LAKE ELMO
DRAINAGE AND
UTILITY EASEMENT
SUBSURFACE
INFILTRATION
SYSTEM (50'x85')
SUBSURFACE
INFILTRATION
SYSTEM (70'x50')
W
W
W
EASEMENT NOTES
A BLANKET EASEMENT FOR STORM WATER
MAINTENANCE IS GRANTED TO THE CITY OF LAKE
ELMO AND THE VALLEY BRANCH WATERSHED
DISTRICT COVERING THE ARBOR GLEN PROPERTY.
VALLEY BRANCH WATERSHED
DISTRICT STORM WATER
MAINTENANCE EASEMENT
10' DRAINAGE AND UTILITY EASEMENT
CITY OF LAKE ELMO DRAINAGE
AND UTILITY EASEMENT
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08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C501
SITE EASEMENTS
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
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SITE MATERIALS LEGEND
ASPHALT PAVEMENT, SEE DTL 4/C801
ASPHALT SPORTS SURFACE, SEE DTL 4/C804
LIGHT DUTY CONCRETE, SEE DTLS
5/C801 & 5/C802
HEAVY DUTY CONCRETE, SEE DTL 5/C801
GRASS
NATIVE SEED MIX
MATERIALS NOTES: COORDINATE WITH
LANDSCAPE PLAN
IRRIGATED SOD
WOODCHIPS
CRUSHED LIMESTONE
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08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C600
SITE MATERIALS PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
WV
1254
IP1/2" RB
SAN
MH
1366
IP
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IPIP
SF SF SF SF SF SF SF SF
SF
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SF SF
EROSION CONTROL LEGEND
GRADING & EROSION CONTROL NOTES
1.THE CONTRACTOR SHALL CONDUCT OPERATIONS AND IMPLEMENT MINNESOTA POLLUTION CONTROL
AGENCY (MPCA) BEST MANAGEMENT PRACTICES (BMP) TO CONTROL SITE SILTATION AND EROSION INTO
DRAINAGE WAYS. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND COMPLETION DATES RELATIVE
TO ALL PERMITS ISSUED FOR THE WORK TO BE COMPLETED. THE ENGINEER MAY ISSUE A STOP WORK ORDER
FOR ALL DEVELOPMENT WORK AND BUILDING CONSTRUCTION FOR NONCOMPLIANCE WITH THESE MEASURES.
2.SEQUENCING. ALL SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE IN PLACE AND
APPROVED BY ENGINEER PRIOR TO ANY REMOVALS, EXCAVATION OR CONSTRUCTION AND SHALL BE MAINTAINED
UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND APPROVED BY THE ENGINEER.
3.SILT FENCE. THE CONTRACTOR SHALL INSTALL SILT FENCE AT THE LOCATIONS SHOWN ON THE PLANS AND IN
ACCORDANCE WITH THE CITY STANDARD DETAILS. SILT FENCE DAMS AND INTERIM SUMPS SHALL BE PLACED TO
INTERCEPT SILT FROM CONCENTRATED RUNOFF FROM OPEN GRADED AREAS. ADDITIONAL SILT FENCE SHALL BE
REQUIRED AS DIRECTED BY THE ENGINEER.
4.STOCKPILES. ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPING SYSTEMS PLACED
AROUND THE ENTIRE PERIMETER.
5.INLET PROTECTION. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL EXISTING STORM SEWER
INLETS IN ACCORDANCE WITH THE CITY STANDARD DETAILS. INLET PROTECTION SHALL ALSO BE PROVIDED ON
ALL PROPOSED STORM SEWER INLETS IMMEDIATELY FOLLOWING CONSTRUCTION OF THE INLET. INLET
PROTECTION MUST BE INSTALLED IN A MANNER THAT WILL NOT IMPOUND WATER FOR EXTENDED PERIODS OF
TIME OR IN A MANNER THAT PRESENTS A HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC.
6.TEMPORARY SEDIMENT BASINS. THE CONTRACTOR SHALL INCORPORATE TEMPORARY SEDIMENT BASINS
THROUGHOUT THE CONSTRUCTION SITE TO CAPTURE RUNOFF AND SLOW THE FLOW OF WATER AND ALLOW
SEDIMENT TO SETTLE OUT. TEMPORARY SEDIMENT BASINS SHALL BE INSTALLED AS DIRECTED BY THE CITY
ENGINEER.
7.ROCK CONSTRUCTION ENTRANCE. A ROCK ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED AS SHOWN
ON THE PLAN TO REDUCE TRACKING OF SILT AND DIRT ONTO THE PUBLIC STREETS. A GEOTEXTILE FABRIC SHALL
BE PLACED UNDERNEATH THE ROCK. THE ROCK SHALL BE PERIODICALLY REPLENISHED TO MAINTAIN THE
INTENDED PERFORMANCE. MUD AND DEBRIS SHALL BE REMOVED OR SCRAPED FROM TIRES AND VEHICLE
UNDERCARRIAGE PRIOR TO LEAVING THE SITE.
8.STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE SITE AND HAUL ROUTES USED FOR
CONSTRUCTION EQUIPMENT AND MATERIAL SUPPLIES SHALL BE CLEANED AT THE END OF EACH WORKING DAY.
THE CITY OR ENGINEER MAY ORDER ADDITIONAL SWEEPING OF THE STREETS AS DEEMED REQUIRED AT
DEVELOPER/CONTRACTOR EXPENSE.
9.DEWATERING. EACH EXCAVATION SHALL BE KEPT DRY DURING THE COURSE OF ALL WORK HEREIN,
INCLUDING SUBGRADE CORRECTION, PIPE INSTALLATION, STRUCTURE CONSTRUCTION AND BACKFILLING, TO
THE EXTENT THAT NO DAMAGE FROM HYDROSTATIC PRESSURE, FLOATATION OR OTHER DAMAGE RESULTS. ALL
EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 3 INCHES BELOW THE BOTTOM OF THE CONCRETE
SLAB OR PIPE TO BE INSTALLED THEREIN. THE CONTRACTOR MAY USE ANY METHOD OR COMBINATION OF
METHODS FOR FOR DEWATERING HE CHOOSES; HOWEVER, ALL DEWATERING METHODS AND EQUIPMENT WHICH
IN THE OPINION OF THE ENGINEER, ARE INEFFECTIVE SHALL BE ABANDONED, IMPROVED, REPLACED OR
OTHERWISE ALTERED TO OBTAIN EFFECTIVE DEWATERING. THE CONTRACTOR SHALL PROVIDE ALL POWER,
PUMPS, MATERIALS AND APPARATUS NECESSARY, AND SHALL BE RESPONSIBLE FOR DISPOSING OF THE WATER
PUMPED FROM THE EXCAVATION IN A MANNER WHICH WILL NOT INTERFERE WITH OTHER WORK WITHIN THE AREA
AND NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE
CONDITION OF ANY PIPE, CONDUIT, DITCH, CHANNEL OR NATURAL WATERCOURSE UTILIZED FOR DRAINAGE
PURPOSES, AND ALL EROSION, SEDIMENT OR OTHER ADVERSE RESULTS OF THEIR USE SHALL BE REPAIRED.
10.POSITIVE DRAINAGE AND PROTECTION. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE
THROUGHOUT THE SITE AT ALL TIMES. LOW POINTS WITHIN AND ALONG ROADWAYS ARE EXPRESSLY PROHIBITED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS TO FACILITATE
PROPER DRAINAGE DURING CONSTRUCTION. TO PROTECT PREVIOUSLY GRADED AREAS FROM EROSION, WOOD
FIBER BLANKET SHALL BE PLACED IMMEDIATELY ON STEEP SLOPES (1:3 OR GREATER) AND EMBANKMENTS,
PERMANENT AND TEMPORARY PONDS, AND OUTLETS AND OVERFLOWS TO PROTECT THE COMPLETED GRADE
AND MINIMIZE SILT IN THE RUNOFF.
11.DRAINAGE DITCHES. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE
DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER
AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE
POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE
COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING
PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS
AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS
TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING
USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT
DIKES, ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO
LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.
12.TURF ESTABLISHMENT. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL
EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
13.MAINTENANCE AND INSPECTION. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE
CONSTRUCTION AND UNTIL SATISFACTORY ESTABLISHMENT OF PERMANENT GROUND COVER IS OBTAINED. ALL
EROSION AND SEDIMENTATION CONTROL MEASURES, AND STORMWATER OUTFALLS MUST BE INSPECTED
WEEKLY, AND WITHIN 24 HOURS OF THE SITE RECEIVING 0.5 INCHES OF RAIN. REPAIRS MUST BE MADE ON THE
SAME DAY OR FOLLOWING DAY OF THE INSPECTION. UNSATISFACTORY CONDITIONS NOT REPAIRED OR CLEANED
UP WITHIN 48-HOURS OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER, AND/OR SAID WORK SHALL BE
COMPLETED AT CONTRACTOR'S EXPENSE.
14.REMOVAL. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TEMPORARY EROSION CONTROL
MEASURES, STRUCTURES AND DEVICES ONLY AFTER RECEIVING ENGINEER APPROVAL. ALL DEBRIS, STAKES, AND
SILTS ALONG SILT FENCES SHALL BE REMOVED AND DISPOSED OFF SITE. THE CONTRACTOR SHALL HAND RAKE
SILTED AREAS ALONG THE FENCE LOCATIONS TO PROVIDE A SMOOTH FINAL GRADE AND SHALL RESTORE THE
GROUND SURFACE WITH SEED OR SOD, AS REQUIRED, TO MATCH THE FINISHED GRADE TO THE ADJACENT AREA.
15.FINAL STORM SEWER SYSTEM. AT THE COMPLETION OF THE WORK AND BEFORE THE FINAL WALK THROUGH,
THE CONTRACTOR SHALL REMOVE STORM SEWER INLET PROTECTION MEASURES AND THOROUGHLY FLUSH THE
STORM SEWER SYSTEM. SEDIMENT AND DEBRIS SHALL BE COMPLETELY REMOVED AND CLEANED AT THE
INLETS, OUTLETS, AND DOWNSTREAM OF EACH OUTLET. RIPRAP AND GEOTEXTILE FABRIC MAY REQUIRE
REPLACEMENT AS DIRECTED BY THE ENGINEER TO OBTAIN A LIKE NEW INSTALLATION ACCEPTABLE TO THE CITY.
16.DITCH CHECK (BIOROLL BLANKET SYSTEM). BIOROLL AND BLANKET SYSTEMS SHALL BE INSTALLED AS DITCH
CHECKS ONLY IN SPECIFIED LOCATIONS AS APPROVED BY THE CITY ENGINEER. BIOROLLS ARE NOT TO BE
UTILIZED IN AREAS WHERE VEHICLE AND CONSTRUCTION TRAFFIC OCCUR.
17.FLOTATION SILT CURTAIN. FLOTATION SILT CURTAIN SHALL BE UTILIZED WHEN CONSTRUCTION ACTIVITIES
OCCUR DIRECTLY ADJACENT TO LAKES, STREAMS OR WETLANDS IN ORDER TO CONTAIN SEDIMENTS NEAR THE
BANKS OF WORKING AREAS. THE INSTALLATION OF FLOTATION SILT CURTAINS WILL BE REQUIRED AS DIRECTED
BY THE CITY ENGINEER.
18.CONCRETE WASHOUT ONSITE. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT
OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A
COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED
AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST
NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE
DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT
TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
1.RESTORE ALL DISTURBED AREAS WITH 6 INCHES OF TOPSOIL CONFORMING TO MNDOT 3877.
2.PROTECT ALL STORM SEWER INLETS AS SPECIFIED HEREIN AND MAINTAIN UNTIL STREET CONSTRUCTION IS
COMPLETED.
3.MAINTAIN ALL SILT FENCE AND REPAIR OR REPLACE AS NEEDED OR REQUIRED UNTIL TURF HAS BEEN
ESTABLISHED.
4.RESTORATION WORK SHALL BEGIN WITHIN 7 DAYS OF FINAL GRADING.
5.BOULEVARD AND DITCH RESTORATION INCLUDES FINE GRADING, WHICH INCLUDES THE REMOVAL OF ROCKS,
DEBRIS AND SOIL CHUNKS, WHILE MAINTAINING POSITIVE DRAINAGE.
SFSILT FENCE, SEE DTL 3/C801
ROCK CONSTRUCTION ENTRANCE,
SEE DTL 605/C801
RIPRAP, SEE DTL 7/C803
EROSION MAT, SEE DTL X/XXXX
NO
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A
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P
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C
K
A
G
E
08-1893.00
09.12.2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C700
EROSION CONTROL PLAN
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
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D
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S
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A
N
D
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L
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C
K
A
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08-1893.00
09.12.2019
MARK DATE DESCRIPTION
C800
CIVIL DETAILS
--------------
---
----------------------------------
....
.
...
..
.
-------------
................................
.
-
-----------
.....
TRENCH SECTIONS
NOT TO SCALE
A=O.D. PIPE + 24"(MAX)
B=O.D. PIPE + 18"(MAX) FOR ROCK
C=6" MIN.
WET OR UNSTABLE TRENCH
CLAY OR ROCK TRENCH
POOR SUBSOIL TRENCH
GRANULAR TRENCH
A
12"
C
A OR B
12"
D
C
E
12"
D=4" BELOW BARREL FOR CLAY
3" BELOW BELL FOR CLAY
6" BELOW BARREL FOR ROCK
E=DETERMINED BY A/E
120°120°
120°120°
INITIAL BACK
FILL ZONE
(GRANULAR BACKFILL)
BACKFILL AS
SPECIFIED
WASHED
STONE
(1 12")
BACKFILL AS
SPECIFIED
GRANULAR
BEDDING
GRANULAR
BEDDING
GRANULAR
BASE
FOR FLEXIBLE PIPE,
BEDDING MATERIAL SHALL
EXTEND TO SPRING LINE
(MID HEIGHT) OF PIPE.
*
GRANULAR
BEDDING *
*
*
D
E
D
GN
100
ASPHALT PAVEMENTST
301 NOT TO SCALE
6" AGGREGATE BASE COURSE
1 1/2" BINDER COURSE
1 1/2" SURFACE COURSE
>
SEDIMENT
LOGFLOW>
FL
O
W
DI
T
C
H
B
O
T
T
24
"
M
I
N
SEDIMENT LOG
WOOD STAKES (SEE DTL)
PLACED @ 2' OC MAX
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT LOG MATERIAL
EC
202 NOT TO SCALE
SILT FENCE TIE BACK
TWIST METHOD
SILT FENCE
TRENCH DETAIL
JOINING 2 LENGTHS OF SILT FENCE
HOOK METHOD
GENERAL NOTES
SILT FENCE
WOOD POSTS 2
LENGTH 3'-4"
20" DEPTH
IN GROUND
GEOTEXTILE
FABRIC ONLY
BACKFILL & COMPACT
TRENCH WITH
EXCAVATED SOIL
SUPPORT
CORD
GEOTEXTILE
FABRIC
TIEBACK BETWEEN
FENCE POST AND
ANCHOR
ANCHOR STAKE
MIN 18" LONG
SILT
FENCE
GEOTEXTILE
FABRIC
EXCESS
FABRIC
GEOTEXTILE
FABRIC
WOOD
POST
GEOTEXTILE
FABRIC
WOOD POST
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
WOOD POST
WOOD POST
GEOTEXTILE
FABRIC
WOOD POST
TRENCH SHALL BE A MIN OF 4" WIDE & 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC, FOLD THE MATERIAL TO FIT
TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
WOOD POSTS SHALL BE A MIN SIZE OF 118" x 118" OAK OR HICKORY.
CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING
LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY, USE ONE OF THE
FOLLOWING TWO METHODS;
A. TWIST METHOD -- OVERLAP THE END POSTS AND TWIST, OR ROTATE,
AT LEAST 180 DEGREES.
B. HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH.
NOTE:
ADDITIONAL POST DEPTH OR TIE BACKS
MAY BE REQUIRED IN UNSTABLE SOLS
ATTACH FABRIC TO
TIE POSTS WITH WIRE
STAPLES OR WOODEN
LATH AND NAILS
*NOTE:
8'-0" POST SPACING ALLOWED IF A
WOVEN GEOTEXTILE FABRIC IS USED
1
2
3
FOLD
3" MAX
1'-0" MIN
FLOW DIRECTION
FLOW DIRECTION
2' MIN
(WHEN ADDITIONAL SUPPORT REQUIRED)
FLOW
FLOW
FLO
W
3'
M
A
X
*
3'
M
A
X
*
3'
M
A
X
*
3'
M
A
X
*
EC
200 NOT TO SCALE
1 2
3 4
4" AGGREGATE BASE COURSE
LIGHT DUTY
HEAVY DUTY
6" AGGREGATE BASE COURSE
5" CONCRETE
8" CONCRETE
CONCRETE PAVEMENTST
302 NOT TO SCALE5
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
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S
I
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N
S
A
N
D
P
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A
N
S
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N
D
I
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3
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5
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1
5
)
8
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2
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M
I
T
T
A
L
P
A
C
K
A
G
E
08-1893.00
09.12.2019
MARK DATE DESCRIPTION
C801
CIVIL DETAILS
30" CONCRETE CURB & GUTTER
A
B
TIPPED OUT CURB & GUTTER
STANDARD CURB & GUTTER
ST
100 NOT TO SCALE
6"
30"
6"
2"
STANDARD CURB HEAD
FLOWLINE
ELEVATION
4% SLOPE
DRIVEWAY CURB
C
30"
6"
6"
2% SLOPE 6'
TOP OF CURB
ELEVATION1 1/2" RAD MAX
FLOWLINE
ELEVATION
4% SLOPE
1 1/2" RAD MAX
30"
6"
6"
6'
TOP OF CURB
ELEVATION
FLOWLINE
ELEVATION
RAMPED SIDEWALK
NOT TO SCALE
CONCRETE CURB
2'TOP OF PAVEMENT
1.5%
CONCRETE CURB
6" CURB HEAD
CONCRETE RAMP
12H:1
V
12H:
1
V
1
2" EXPANSION JOINT
1
2" EXPANSION JOINT
B
B
SECTION B-B
GENERAL NOTES
SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%.
INSTALL CURB TRANSITION INCIDENTAL TO OTHER PAY ITEMS
DETECTABLE WARNING FIELDS THAT ARE INSTALLED AS A GROUP OR
SIDE BY SIDE SHOULD BE FROM THE SAME MANUFACTURER.
SLOPE SIDEWALK TOWARD LANDING AS SHOWN WHERE THERE IS NO
TERRACE OR WHERE THE TERRACE IS LESS THEN 6 FEET WIDE.
+/- 0.5% CONSTRUCTION TOLERANCE IN SIDEWALK CROSS SLOPE
SHALL NOT EXCEED 2% WITHOUT PRIOR APPROVAL FROM THE
ENGINEER.
1
2
3
1.
5
%
3
3
1
1
SP
600
6"
36
"
E
N
D
T
A
P
E
R
DI
R
E
C
T
I
O
N
O
F
T
R
A
F
F
I
C
CURB & GUTTER TERMINATOR
REFERENCE
CURB & GUTTER DETAIL
ST
101 NOT TO SCALE
CONTRACTION
JOINT
(AS REQ'D)
PLAN VIEW
SECTION
6"
SIDEWALK
EXG OR PROPOSED DRIVEWAY
3'
BL
V
D
V
A
R
I
E
S
1/2" EXPANSION
JOINT
STD C&G
(REF DTL)
STD C&G
(REF DTL)
6" THK CONCRETE
VA
R
I
E
S
WIDTH VARIES
CURB HEAD
TRANSITION DETAIL
SIDEWALK
6" MIN THICKNESS
AT DRIVEWAY
3'
SIDEWALK
APRON
WIDTH VARIES
ST
105 NOT TO SCALE
CONCRETE DRIVEWAY APRON
- 3' TAPER
5' MIN
T = CONCRETE THICKNESS
FINISHED FLOOR
BUILDING ENTRANCE
2% MAX
T
ENTRY / EXIT
ST
901 NOT TO SCALE
BLDG OR
STRUCTURE
W W
SL
O
P
E
(6' MAX)
12" EXP JT
FILLER
EXP JT 100' O.C. MAX
(P
L
A
N
D
I
M
)
CONTRACTION JOINT
14 D
E
P
T
H
OF
S
L
A
B
SIDEWALK
PLAN-TYPICAL WALK
A-EXPANSION JOINT B-CONTRACTION JOINT
A B
ST
900 NOT TO SCALE
4" BASE COURSE
5" CONCRETE
1 2 3
4 5 6
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
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N
S
A
N
D
P
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A
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I
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A
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P
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OF
A
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A
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S
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A
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S
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D
.
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S
I
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N
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L
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D
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Y
A
N
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M
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A
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34
3
3
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d
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l
a
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e
,
W
i
s
c
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i
n
5
4
7
0
1
(7
1
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)
8
3
4
-
3
1
6
1
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21
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4
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s
c
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s
i
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5
4
0
2
2
(7
1
5
)
4
2
6
-
4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
NE
W
I
N
D
E
P
E
N
D
E
N
T
L
I
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N
G
F
A
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LA
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L
M
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N
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P
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N
D
E
N
T
L
I
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I
N
G
,
L
L
C
LA
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E
L
M
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,
M
I
N
N
E
S
O
T
A
PR
E
L
I
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I
N
A
R
Y
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C
I
T
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S
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B
M
I
T
T
A
L
P
A
C
K
A
G
E
08-1893.00
09.12.2019
MARK DATE DESCRIPTION
C802
CIVIL DETAILS
DOWNSPOUT COLLECTOR
NOT TO SCALE
DOWNSPOUT. SEE ARCH. PLANS FOR SIZE
WIRE MESH SCREEN FOR RODENT
PROTECTION. SECURE SCREEN WITH
STAINLESS STEEL HOSE CLAMP
1"
BUILDING
2' MAX.
SCH 40 PVC PIPE
WITH BELL FITTING
RE:SCHEDULE FOR
SIZE
SCH 40 PVC
ADAPTER/REDUCER OR
AS NECESSARY TO
MAKE CONNECTION
SEE NOTE 2
WATER TIGHT CONNECTION SEE GRADING PLAN FOR
SIZE OF COLLECTOR
NATURAL GRADE
MIN 1% SLOPESEE NOTE 1
BY BUILDING CONTRACTOR
BY SITE CONTRACTOR
SCHEDULE
DOWNSPOUT PVC PIPE
8" X 8"12" Ø
10" X 10"15" Ø
4" Ø 8" Ø
6" Ø 10" Ø
NOTES:
1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC.
FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER
TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES
2.A WATER TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM
SCHEDULE 40 PVC TO ANY OTHER PIPE MATERIAL
3.THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE
INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
WORK TO AND INCLUDING THE RODETN SCREEN. BUILDING CONTRACTOR SHALL BE
RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN.
4.INSTALL PIPES CLEAR OF COLUMNS, BOLLARDS, AND OTHER OTHER BUILDING
APPURTENANCES.
MI
N
MIN
4"
M
I
N
REMOVEABLE
WATERTIGHT TOP
ON FROST SLEEVE
WYE
CONCRETE PAD
2" LARGER THAN
SEWER MAIN DIA
CLEANOUT
9"9"
GRADE
6"-12" ABOVE SEWER
SA
703 NOT TO SCALE
45°
SANITARY SEWER LATERAL
PLUG OR
CONNECT TO
EXISTING
VERTICAL SERVICE RISER
TRACER WIRE ACCESS BOX
TRACER WIRE ACCESS BOX
WOOD 4"x4"
PLUG OR
CONNECT TO
EXISTING
45 DEG BEND GRANULAR BEDDING
45 DEG BENDGRANULAR BEDDING
11 14 DEG OR 22 12 DEG BEND
SECURE TRACER WIRE TO SERVICE WYE AND
ATTACH TO GROUND ROD
SECURE TRACER WIRE TO SERVICE WYE AND
ATTACH TO GROUND ROD
WOOD 4"x4"
45 DEG BEND
SLOPE @ 1/4" /FT DESIRABLE
1/8" /FT MIN
1/2" /FT MAX
HORIZONTAL PAY DISTANCE FOR LATERALS
PROPERTY LINE
6'
2'
MA
X
HORIZONTAL PAY DISTANCE FOR LATERALS
STANDARD INSTALLATION
PROPERTY LINE
6'
2'
MA
X
INSTALLATION W/ RISER
SA
200 NOT TO SCALE
B COVER SHALL BE 9'
BASED ON PIPE SLOPES.
**ONLY USE INSTALLATION
W/ RISER WHEN COVER
AT PROPERTY LINE
EXCEEDS 9 FEET.
SLOPE @ 1/8" /FT MIN
A. COVER SHALL BE THE
MAXIMUM ATTAINABLE
BASED ON MINIMUM PIPE
SLOPE.
B
A
NOTES
NOTES
**
STEPS
TY
P
10
"
MI
N
27" DIA
MIN
8" MIN
CASTING: TYPE J-S.
6" STONE CUSHION REQUIRED UNDER
BASE ON WET SUBGRADE
36
"
M
A
X
RI
M
T
O
FI
R
S
T
S
T
E
P
NOT TO SCALE
STANDARD SANITARY MANHOLE
5" FOR 4' DIA
6" FOR 5' DIA
7" FOR 6' DIA
BENCH SLOPE
TO BE 1"/FT
PRECAST CONRETE
MANHOLE SECTIONS PIPE SEAL
JOINT SEALANT
UNLESS
OTHERWISE
SHOWN OR
REQ'D BY
PIPE SIZE
16
"
O.
C
.
12" THK (POURED)
6" THK (PRECAST)
ADJUST FRAME TO GRADE WITH A MINIMUM
OF TWO ADJUSTING RINGS TOTALING
6" TO 12" MAX.
TOP CONE SECTION SHALL BE USED
ON 4' DIA MANHOLES, UNLESS
MINIMUM HEIGHT CONDITIONS
REQUIRE A 6" FLAT TOP SLAB.
MINIMUM 8" FLAT TOP SLAB SHALL BE
USED ON MANHOLES 5' DIA OR
LARGER.
POSITION HOLE IN CONE OR FLAT
SLAB ON UPSTREAM SIDE OF
MANHOLE.
VA
R
RIM ELEV - REF PLANS
INVERT ELEV - REF PLANS
4' DIA
SA
100
44" DIA
6"-12"
18
"
M
I
N
INV ELEV - REF PLANS
CASTING: TYPE B6
RIM ELEV - REF PLANS
2.5' DIA
2.5-FT AREA INLET (BEEHIVE GRATE)
30"Ø CL II REINF
CONC PIPE
GROUT REQ'D IF NOT
BELL END OF PIPE
ADJUST FRAME TO GRADE WITH A
MINIMUM OF TWO CONCRETE RINGS
OF VARIABLE THICKNESS
6"THK PRECAST CONC BASE OR
8" THK POURED CONC BASE.
REF PLANS FOR PIPE DIA
SS
303 NOT TO SCALE
CASTING: TYPE H
ADJUST FRAME TO GRADE WITH A MINIMUM OF
TWO CONCRETE RINGS, RINGS SHALL BE OF
VARIABLE THICKNESS.
SLOTS SHALL BE
ORIENTED TO
THE DIRECTION
OF FLOW
INVERT EL
2'X3'
OPEN'G
2X3-FT CURB INLET
5" PRECAST CONCRETE INTEGRAL BASE
5"
PRECAST CONCRETE INLET SECTIONS
SS
300 NOT TO SCALE
TOP OF CURB (TC) ELEV
- REF PLANS
8" MIN
STANDARD STORM MANHOLE
INVERT ELEV - REF PLANS
6" STONE CUSHION REQUIRED UNDER
BASE ON WET SUBGRADE
5" FOR 4' DIA
6" FOR 5' DIA
7" FOR 6' DIA
PIPE SEAL
PRECAST CONCRETE
MANHOLE SECTIONS
8" THICK PRECAST
CONCRETE FLAT TOP
JOINT SEALANT
ADJUST FRAME TO GRADE WITH A MINIMUM
OF TWO ADJUSTING RINGS TOTALING
6" MIN TO 12" MAX
BENCH SLOPE
TO BE 1"/FT
12" THK (POURED)
6" THK (PRECAST)
CASTING: TYPE J
UNLESS
OTHERWISE
SHOWN OR
REQ'D BY
PIPE SIZE
4' DIA
36
"
M
A
X
RI
M
T
O
FI
R
S
T
S
T
E
P
VA
R
10
"
MI
N
TY
P
16
"
O.
C
.
27"
OPEN'G
RIM ELEV-REF PLANS
SS
100 NOT TO SCALE
1 2 3 4
5 6 8
SECTION
NOT TO SCALE
4
1
3
1
PLAN
EC
401
5 x"D"3 x"D"
"D
"
"D
"
"D
"
4'
2'
M
I
N
1
1
GEOTEXTILE FABRIC
12" MIN
RIPRAP PIPE DIA
"D"
RIPRAP
FLOW
APRON END WALL WITH
TRASHGUARD AND RIPRAP
PROVIDE 3 CLIPS TO FASTEN TRASH
GUARD TO FLARED END. HOT-DIP
GALVANIZE AFTER FABRICATION.
7
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
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N
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A
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D
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L
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08-1893.00
09.12.2019
MARK DATE DESCRIPTION
C803
CIVIL DETAILS
PICKLEBALL COURTXX
###NOT TO SCALE
15
'
-
0
"
PICKLEBALL STRIPING (YELLOW)
NOTES:
1.ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF LINES.
2.ALL PLAYING LINES ARE 2" IN WIDTH.
3.SEE DETAILS 5/C804 AND 6/C804 FOR NET INSTALLATION.
4.PROVIDE MARKING PLAN AND COLOR SELECTIONS (AS
CALLED OUT IN DETAIL BELOW) FOR REVIEW.
NET POST 24' FROM CENTER
TO CENTER TO EACH POLE.
SEE DTLS 5/C804 & 6/C804
NOTE:
1.PROVIDE 2" DEEP SAWCUT SHOWN ON PLAN.
2.SAW CUT PRIOR TO COLOR COATING COURTS.
8" AGGREGATE BASE COURSE
1 3/4" BINDER COURSE
1 3/4" SURFACE COURSE
TACK COAT
SPORT COURT SURFACING
44
'
-
0
"
4" DIA PERFORATED
DRAIN TILE WITH SOCK
4
8" SAND LAYER
12" PEA GRAVEL LAYER
(4" MIN AROUND DRAIN TILE)
GEOTEXTILE FABRIC
2'-0" (TYP)
7'
-
0
"
7'
-
0
"
15
'
-
0
"
8'
-
0
"
62
'
-
0
"
8'-0"10'-0"10'-0"8'-0"10'-0"10'-0"8'-0"
8'
-
0
"
1'
-
0
"
1'
-
0
"
66'-0"
1'-0" (TYP FENCE BORDER)
CHAIN LINK FENCE, SEE
DTLS 1/C804 & 2/C804
PICKLEBALL COURT SURFACE (BLUE WITHIN
PLAY AREA, GREEN OUTSIDE PLAY AREA)
BOCCE BALL SECTIONXX
###NOT TO SCALE
2X8 TRT CAP
7"
5"
VA
R
I
E
S
GRASS
NATURAL SOIL
COMPACTED PER
PROJECT SPECS
6" CRUSHED ROCK
GEOTEXTILE FABRIC
CRUSHED LIMESTONE
BOCCE BALL SURFACING
3" BASE COURSE
VA
R
I
E
S
2'
-
0
"
6X6 TRT LANDSCAPE TIMBERS
1/2" REBAR TIE
ADS SYSTEM
CLEAN SAND
1'
-
0
"
M
I
N
.
NOT TO SCALE
NET POST FOOTING
NOT TO SCALE
NET
TIGHTENER
℄
NET POST (LACING ROD
OPTIONAL)
TENNIS NET
COURT
PAVEMENT
NET POST SET IN NET POST MANUFACTURER'S
SLEEVE
CONCRETE FOOTING
POUR TO UNDISTURBED EARTH
3'-0" DIA.
(TYP)
SEE NOTE #1
5'
-
6
"
(
T
Y
P
)
PE
R
M
A
N
U
F
A
C
T
U
R
E
R
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
6"
B
E
L
O
W
F
R
O
S
T
DE
P
T
H
SE
E
N
O
T
E
#
1
.
NOTE #1:
FOUNDATION DEPTH AND WIDTH
MAY VARY WITH THE SOIL TYPE
AND STRENGTH OF THE NET POST
℄
NET POST SET IN SLEEVE
CONCRETE FOOTING
(BELOW PAVEMENT)
3'
-
0
"
SECTION
PLAN NOTE:
INSTALL PER MANUFACTURER RECOMMENDATIONS. IF
MANUFACTURER RECOMMENDATIONS DIFFER FROM THIS
DETAIL, MANUFACTURER RECOMMENDATIONS SHALL PREVAIL.
NOT TO SCALE
NET CENTER STRAP ANCHOR
NOT TO SCALE
15" DIA.
24
"
-
3
0
"
6"
12" DIA.
(T
Y
P
)
COURT
PAVEMENT(TYP)
CENTER STRAP
ANCHOR
CONCRETE
FOOTING
COMPACTED BASE COURSE
COMPACTED SUBGRADE
(TYP)
NET LINE
15
"
D
I
A
.
(T
Y
P
)
12
"
D
I
A
.
(T
Y
P
)
CENTER STRAP ANCHOR
ALIGN PIN WITH TENNIS NET
CONCRETE FOOTING
(BELOW PAVEMENT)
NOTE:
IN AREAS SUSCEPTIBLE TO
FROST HEAVING, INCREASE
FOOTING DEPTH TO 24"+
SECTION
PLAN
(T
Y
P
)
NOTE:
INSTALL PER MANUFACTURER RECOMMENDATIONS. IF
MANUFACTURER RECOMMENDATIONS DIFFER FROM THIS
DETAIL, MANUFACTURER RECOMMENDATIONS SHALL PREVAIL.
CORNER POST
CONC.
FOOTING
DIAG. BRACE ROD
& TURN BUCKLE
TENSION
WIRE
LINE POST
STRETCHER BAR TOP RAIL
LINE POST
10
'
-
0
"
NOTE: EMBED CORNER POSTS, GATE POSTS AND FIRST LINE POST AFTER CORNER & GATE POSTS IN CONCRETE.
LINE POSTS ARE NOT EMBEDDED IN CONCRETE
FINISH GRADE
3'
-
0
"
1'
-
0
"
1'-0"
4'
-
0
"
1"
8'-0" O.C. NOMINAL
NOTE: CONTRACTOR TO VERIFY LINE POST SIZING FOR WIND LOADS
CHAIN LINK FENCESP
501 NOT TO SCALE
VERTICAL PRIVACY SLATS
SINGLE SWING GATE
LATCH
PLAN DIM
1'-0"
1'
-
0
"
5'
-
0
"
WELDED 8' HIGH GATE
FOR WIDTH SEE PLAN
10
'
-
0
"
CHAIN LINK GATESP
501 NOT TO SCALE
CONCRETE FOOTING
(BELOW PAVEMENT)
BOTTOM
RAIL
TOP
RAIL
MID
RAIL
1 2 3
4 5 6
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
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D
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N
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A
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E
08-1893.00
09.12.2019
MARK DATE DESCRIPTION
C804
CIVIL DETAILS
HDCP SIGN POST
R7-8-A
R7-8-V
RESERVED
PARKING
VEHICLES WITH DIS
OR DIS VET PLATES
OR STATE DISABLED CARD
THIS SPACE
ACCESSIBLE
VAN
5'
-
0
"
M
I
N
.
TO
B
O
T
T
O
M
O
F
S
I
G
N
2" OD SQUARE STEEL
GALVANIZED POSTS TELESCOPING
PERFORATED TUBE
SP
402 NOT TO SCALE
12" x 6"
12" x 18"
FINISHED GRADE
SIGN POST
12" DIA. PVC PIPE
SECTION (IN LAWN
AREAS ONLY)
CRUSHED GRANITE
(IN LAWN AREAS ONLY)
SIGN POST
2'
-
6
"
8"
12"
SIGN POST ANCHOR
ADA STALL PAVEMENT MARKING
6"
R
4"
24
"
12
"
8"
18"3"
12"
24"R
20
"
R
12"
23°
ACCESS AISLE PARKING SPACE
BLUE NON-REFLECTIVE
PAINT
*NOTE: SYMBOL TO BE
PAINTED IN ALL ADA
PARKING SPACES.
9'
16
'
CURB AND GUTTER
3
'
-
0
"
O
.
C
.
4
"
SP
403 NOT TO SCALE
PAINTED WHITE STRIPE,
NON-REFLECTIVE PAINT.
SEE SITE LAYOUT PLAN
FOR PLACEMENT.
C###
#
NOT TO SCALE
CROSSWALK PAVEMENT MARKING
2'
-
0
"
6'-0"
2'
-
0
"
VA
R
I
E
S
,
S
E
E
S
I
T
E
S
T
R
I
P
I
N
G
P
L
A
N
3
STOP SIGN AND INSTALLATION
NOT TO SCALE
FINISHED GRADE
SIGN POST
STOP
12" DIA. PVC PIPE
SECTION (IN LAWN
AREAS ONLY)
CRUSHED GRANITE
(IN LAWN AREAS ONLY)
SIGN POST
STOP SIGN
ADA PARKING SIGN
7'
-
0
"
4'
-
0
"
2'
-
6
"
8"
12"
R1-1
30" x 30"
7'-0" TO
PAVEMENT
OR TURF
SIGN POST ANCHOR
FIRE LANE PARKING SIGN POST
‚
WHITE FIELD
RED TEXT
RED BORDER
WHITE FIELD
RED TEXT
RED BORDER
NOT TO SCALE
FIRE LANE PARKING SIGNS
1 2 3 4
5 6
CROSSWALK PARKING SIGN POST
‚
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
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N
S
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N
D
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08-1893.00
09.12.2019
MARK DATE DESCRIPTION
C805
CIVIL DETAILS