HomeMy WebLinkAboutUTILITY SITE PLAN - 21-00725 - Iron Horse RV - Interior Finishfl
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PP
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4
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4849
4849
4
8
4
9
4
8
4
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48
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48
4
7
484
8
48
4
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48
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5
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48
4
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48
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4850
4850
4850
484
8
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4850
4849
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48
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484
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4849
4847
4848
4849
48
4
8
48
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8
STRUCTURE - (30)
RIM: 4848.92
INV IN: 4843.40 18" (W)
INV OUT: 4843.00 24" (S)
SD INLET - L
RIM: 4848.03
INV IN: 4843.60 12" (S)
INV IN: 4844.90 12" (N)
INV OUT: 4843.50 18" (E)
SD INLET - J
RIM: 4847.26
INV IN: 4843.84 12" (S)
INV OUT: 4843.74 12" (N)
SD INLET - M
RIM: 4847.79
INV IN: 4844.09 12" (E)
INV OUT: 4843.99 12" (N)
221LF OF 12" S.D. @ 0.22%153LF OF 12" S.D. @ 0.22%
SD INLET - R
RIM: 4848.05
INV IN: 4844.23 12" (E)
INV OUT: 4844.13 12" (W)127LF OF 12" S.D. @ 0.22%191LF OF 12" S.D. @ 0.22%
SD INLET - Q
RIM: 4848.05
INV OUT: 4844.65 12" (W)
STRUCTURE - (34)
RIM: 4845.47
INV IN: 4843.85 12" (E)
SD INLET - I
RIM: 4848.33
INV OUT: 4845.33 12" (SE)
SD INLET - K
RIM: 4847.61
INV IN: 4845.21 12" (NW)
INV OUT: 4845.11 12" (S)
97
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SD INLET - P
RIM: 4849.12
INV OUT: 4845.60 12" (S)
21
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.
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2
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SD INLET - O
RIM: 4848.79
INV IN: 4845.12 12" (N)
INV OUT: 4845.02 12" (W)
PP
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SSMH - 3
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STRUCTURE - (45)
SS
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SD INLET - N
RIM: 4848.69
INV IN: 4844.68 12" (E)
INV OUT: 4844.58 12" (W)
44LF OF 18" S.D. @ 0.22%
8" S.S.
RV DUMP SS TIE
INV IN: 4847.22 4" (N)
14LF OF 4" SS @ 1.00%
99LF OF 4" SS @ 1.00%
SSCO-3
RIM: 4850.21
INV IN: 4847.08 4" (S)
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S
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@
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0
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29LF OF 4" SS @ 1.00%
SSCO-1
RIM: 4849.52
INV IN: 4843.23 4" (SW)
SSCO-2
RIM: 4850.35
INV IN: 4843.99 4" (S)
INV IN: 4843.99 4" (W)
SS PLUG-1
INV OUT: 4844.04 4" (N)
5LF OF 4" SS @ 1.00%
SSCO-4
RIM: 4850.06
INV IN: 4846.09 4" (S)
INV OUT: 4846.09 4" (E)
104LF OF 4" SS @ 2.01%
RE
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21
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23
C.5.8
H O R R O C
K
S
E
N
G I N E E R S
0 30'60'
SCALE: 1" = 30'
N
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
INSTALL 1" WATER SERVICE
INSTALL 6" X 1" TEE
26
27
28
29
30
31
32
33
34
35
36
37
38
39
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 30" STORM DRAIN STRUCTURE WITH GRATED CIRCULAR LID
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A ON
SHEET C.5.6
INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
GENERAL NOTES:
1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES
2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT
EXISTING SANITARY SEWER DURING CONSTRUCTION.
3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR
APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES
WHERE SPECIFIED.
56
71
5252
52
52
5252
52
52
52
57
57
57
57
57
57
57
58
55
5555
55
12
T
H
S
T
PRIVATE DRIVE
PROPOSED
BUILDING
PROPOSED
BUILDING
PROPOSED
BUILDING
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
30
75
32
3833
76
72
76
74
74
33
33
38
74
74
76
75
75
38
2LF OF 1" WATER SERVICE LINE
9LF OF 1" WATER SERVICE LINE
111LF OF 6" WATER SERVICE LINE
5LF OF 1" WATER SERVICE LINE
39
30
09/08/21