n s p r i n g c r e e k construction plans union grove … · #2 awg cable, type use #4 awg cable,...
TRANSCRIPT
IOWA DEPARTMENT OF NATURAL RESOURCES
CONSTRUCTION PLANS
FORWEBSTER
HAMILTONCALHOUN
HUMBOLDT WRIGHT
SIOUX
LYON
O’BRIEN
OSCEOLA
CLAY
DICKINSON
PLYMOUTH
WOODBURY
HARRISON
MONONACRAWFORD
SHELBY
POTTAWATTAMIE
MILLS
FREMONT
WARREN
CARROLL GREENE
AUDUBON GUTHRIE DALLAS
BOONE
CASS ADAIR
ADAMS
PAGE TAYLOR
UNION
RINGGOLD
MADISON
CLARKE
DECATUR VAN BUREN
JEFFERSONLUCAS MONROE WAPELLO
DAVISAPPANOOSEWAYNE
LEE
HENRY
MOINES
DES
POLK
STORY MARSHALL
JASPER POWESHIEK
TAMA
IOWA
BENTON LINN JONES
LOUISA
SCOTT
CLINTON
JACKSON
BUCHANAN DELAWAREDUBUQUE
CLAYTONFAYETTE
MUSCATINE
CEDAR
JOHNSON
ALTO
PALO
EMMET
KOSSUTH
KEOKUKMAHASKAMARION
HARDIN GRUNDYHAWK
BLACK
BREMER
HOWARD
BUTLER
FLOYD
MITCHELL
GORDO
CERRO
WORTH
HANCOCK
FRANKLIN
IDA SAC
BUENA
VISTA
CHEROKEE
WINNESHIEK
ALLAMAKEE
CHICKASAW
WINNEBAGO
WASHINGTON
MONTGOMERY
POCAHONTAS
UNION GROVE CAMPGROUND
TAMA COUNTY
BR
YC
E
OG
EA-
AP
RI
L, 2010
JASONKRUSE
19718
CIVIL
JASON KRUSE
131415161718
19 20 21 22 23 24
25262728
2930
31 32
33
3435 36
141516
17
18
19 20 21 22
27282930
31 32 3334
123456
8 9 10 1112
1314
15161718
19 2021 22 23 24
252627282930
3132 34 35
36
3456
7 8 9 10
15161718
19 20 21 22
27282930
31
3233
34
T-8
5N
T-8
4N
H O W A R D
C A R L T O N
S P R I N G C R E E K
UNIONGROVE
STATEPARK
GARWIN
WolfCr
eek
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯¯
¯
¯
¯
¯¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯ ¯¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
¯
533
POP.
881
POP.
NA
TU
RA
L
GA
S
NO
RT
HE
RN
GA
S
CO.
NO
RT
HE
RN
NA
TU
RA
L
¯
¯
7
¯
¯
¯
¯¯
¯¯
¯¯
33
63
63
63
229
9696
96
E35
E29
T47
T47
E27E27
COUNTY
PROJECT
AREA
PROJ. NO.
UNION GROVE CAMPGROUND
10-05-86-05
TAMA
UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND
REVISIONS
SHEET OF1 10
MY LICENCE RENEWAL DATE IS DECEMBER 31, 2011
TRENCH- SINGLE CIRCUIT SECONDARY
128 TONCLASS "A" CRUSHED STONE BASE MATERIAL
136 TON
CONNECT TO EXISTING ELEC (PIT LATRINES & HOST SITE)
ESTIMATE OF QUANTITIES
DESCRIPTION QUANTITYITEM NO.
1
2
3
800 AMP PANEL
139 SY
1476 LF
662 LF
702 LF
MANHOLE 4 EACH
ENGINEERING FABRIC 1234 SY
345 CY
1100 LF
311 TON
123 TON
RV TO SEWER HOOKUP
340 LF
1" CORPORATION STOP
YARD HYDRANT
80’ SEPTIC INFILTRATION CHAMBERS
100 LF
SHELTER DEMO
50 AMP CAMPSITE POST
1100 LF
1364 LF
1476 LF
656 LF
767 LF
116 LF
1323 LF
1995 LF
2" BALL VALVE
1" CURB STOP WITH BOX
EARTHWORK(CAMP PADS/CXT BASE-CLASS 10 EXCAVATION)
MACADAM STONE BASE MATERIAL(5" DEPTH)
�" - �" WITH FINES (2" DEPTH)
GRANULAR SURFACING CRUSHED LIMESTONE
6"DIAMETER PVC SDR 35 SEWER PIPE
4"DIAMETER PVC SDR 35 SEWER PIPE
DETECTABLE WARNING TAPE 3" (ELECTRICAL)
DETECTABLE WARNING TAPE 3" (SEWER)
DETECTABLE WARNING TAPE 3" (WATER)
2" PVC SDR 21 WATER PIPE
1" PE WATER SERVICE TUBING
REMOVE EXISTING HYDRANTS
2" CAP AND BLOCK
SHEET NO.TITLE
DRAWING INDEX
TITLE SHEET, ESTIMATE OF QUANTITIES, LOCATION MAPS
AREA PLAN, CONSTRUCTION SITES
1
2
3
4
5
6
7
8
9
10
WATER SERVICE SITE PLAN
SEWER SERVICE SITE PLAN
ELECTRICAL SERVICE SITE PLAN
ELECTRICAL DETAIL
ELECTRICAL DETAIL
DETAILS
DETAILS
CXT STANDARD STUB OUT DETAIL
DATE
DATE
DATE
DIVISION OF ADMINISTRATION
ENGINEERING BUREAU
PLANS PREPARED BY
UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND
PROJECT NO. 10-03-86-05
PROJECT LOCATION
VICINITY MAP LOCATION MAP
PROJECT LOCATION
CONNECTION TO RV DUMP STATION
SHOWER STUB-UPS & CONNECTION AFTER BUILDING PLACEMENT 1 LUMP SUM
GRANULAR SURFACING CLASS "A" 6" DEPTH(CABIN ROAD)
DISCONNECT & CAP EXISTING WATER TO CAMPGROUND 1 LUMP SUM
2" TEES
6" X 4" SANITARY SEWER WYES 9 EACH
PUMP EXISTING DUMP STATION 1 LUMP SUM
CT CABINET, METER SOCKET, AND CONNECTION 1 LUMP SUM
1 LUMP SUM
ROAD CROSSING AND REPAIR,C4 CONCRETE,6" THICKNESS 1 LUMP SUM
REMOVE AND RESET CAMP POSTS
REMOVE AND RESET FIRE RINGS
SEED, FERTILIZE, AND MULCH DISTURBED AREAS(URBAN MIX) 1 LUMP SUM
6 EACH
5 EACH
REMOVE TREE AT SHOWER LOCATION 1 EACH
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
5 EACH
12 EACH
14 EACH
14 EACH
1 EACH
3 EACH
9 EACH
5 EACH
1 EACH
1 EACH
1 EACH
8 EACH
3 EACH
6 EACH
#2 AWG CABLE, TYPE USE
#4 AWG CABLE, TYPE USE
#8 AWG CABLE, TYPE USE
AWG CABLE, TYPE USE03
350MCL CABLE, TYPE USE
3" SCHEDULE 80 PVC ROADWAY CROSSING CONDUIT
#12 SOLID TRACER WIRE
PCC-C4 MIX, 6" THICKNESS(SIDEWALK & PARKING)
TRACER WIRE STATION
STOP & WASTE VALVE
DISINFECTION
49
50
51
AWOI
GR
EE
NIN
E
LO
ANISSEFORP
DE
SN
ECI
L
DATESIGNATURE
PRINTED OR TYPED NAME
PAGES OR SHEETS COVERED BY THIS SEAL:
UNDER THE LAWS OF THE STATE OF IOWA.
DECISIONS WITH REGARD TO THE DESIGN WERE MADE BY ME
PREPARED UNDER MY SUPERVISION AND THAT ENGINEERING
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS
ALL SECTIONS
1 LUMP SUM
1 LUMP SUM
1 EACH
1 LUMP SUM
2000 GAL. CONCRETE SEPTIC TANK
IOWA DEPARTMENT OF NATURAL RESOURCES
REMOVE FLAG POLE
2000 GAL. SEPTIC TANK
DISTRIBUTION BOX ON CONCRETE PAD
-ALL EXISTING HYDRANTS ARE TO BE REMOVED
-ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND INSPECTIONS
EDGE
TRENCH EDGE TO TRENCH
10’ SEPARATION FROM
ACCORDING TO MANUFACTURER INSTRUCTIONS
5 RUNS, WIDE CHAMBER 80’ IN LENGTH. INSTALL
IN CAPS AS APPROVED
INSTALL INSPECTION PORTS WITH SCREW
AND RETURN TO DNR
SAW CUT AROUND PLAQUES
14"
CH
ER
RY
16"
CH
ER
RY
1010
1015
1020
1022
1025
1020
1020
1015
1010
1015
1020
1010
1005
1000
9959
90
985
980
975
9709
65
960
N
5’
SI
DE
WA
LK
TAMA COUNTY
ACT 4625
PR0J 10-03-86-05
CABIN AND SHOWER BUILDING
UNION GROVE STATE PARK
25 50 75 1000
SCALE: 1"= 30’
NOTES
-CONTRACTOR TO APPLY FOR AND PAY COUNTY PERMIT FEES FOR SEPTIC SYSTEM
-ALL EXISTING ELECTRIC PEDISTALS ARE TO BE REMOVED EXCEPT SITE 21
50’ 10’
10-03-86-05
401
104
12
13
15
23
CA
MP
PO
ST
7C
AM
PP
OS
T
6C
AM
PP
OS
T
5C
AM
PP
OS
T
4C
AM
PP
OS
T
3C
AM
PP
OS
T
2C
AM
PP
OS
T
1C
AM
PP
OS
TW
AT
ER
8"
AS
H
18"
CO
TT
ON
WO
OD
12"
PIN
E
10"
PIN
E
12"
PIN
E 10"
PIN
E
10 8"
PIN
E 10"
PIN
E
26"
MA
PL
E
10"
PIN
E
10"
PIN
E
10"
PIN
E
12"
PIN
E
21C
AM
PP
OS
T
18"
HIC
KO
RY
20"
CE
DA
R
18"
CE
DA
R
14 12"
CE
DA
R
14"
CE
DA
R
12"
CE
DA
R
10"
CE
DA
R
16 12"
HIC
KO
RY
12"
CE
DA
R
18"
CH
ER
RY
14 12"
CE
DA
R
16"
CE
DA
R
16"
CE
DA
R
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
WA
TE
R
Guy
Wire
Guy
Wire
16
17
16"
HIC
KO
RY
12"
HIC
KO
RY
14"
CH
ER
RY
16"
CH
ER
RY
16"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY 8"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
12 8"
HIC
KO
RY
12"
HIC
KO
RY
22"
OA
K
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY8"
HIC
KO
RY
20
CA
MP
PO
ST
12"
CE
DA
R
16"
CE
DA
R
12 12"
CE
DA
R
18"
CE
DA
R
16"
CE
DA
R
14"
TR
EE
10"
TR
EE
22"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
: 1020.1
9
: 1017.2
6
: 1011.0
2
SS
MH
TO
P
FL
OO
R
LIQ
UID
Traverse# 15
N:
E:
El:
3509473.2
970
5131493.9
020
1020.1
87
Traverse# 104
N:
E:
El:
3509393.0
490
5131486.8
870
1019.4
63
Traverse# 401
N:
E:
El:
3509338.9
640
5131570.7
380
1024.5
45
Traverse# 13
3509778.4
390
5131484.0
090
1018.9
54
El:
E:
N:
Traverse# 17
N:
E:
El:
3509877.3
810
5131721.0
890
985.7
52
Traverse# 16
N:
E:
El:3
509643.2
650
5131681.1
850
1010.2
45
Traverse# 12
N:
E:
El:
3509639.3
640
5131569.4
220
1021.0
03
992.6
3994.6
5
992.6
6
LA
TRI
NE
LA
TRI
NE
PL
AY
CH
EC
K-I
N
ST
ATI
ON
DU
MP
SH
EL
TE
RC
ON
CR
ET
E
PO
ST
RO
WO
VE
RH
EA
D
PO
WE
R
OV
ER
HE
AD
PO
WE
R
OV
ER
HE
AD
PO
WE
R
OV
ER
HE
AD
PO
WE
R
PR
OP
ER
TY
PO
ST
PR
OP
ER
TY
PO
ST
AP
PR
OX
PR
OP
ER
TY
CO
RN
ER
CX
T
NA
VAJ
O5’
SI
DE
WA
LK
IN
VE
RT:1017
86.
4’
45’
FL
=1
01
3.
5
PR
OP
OS
ED
WA
TE
R
PR
OP
OS
ED
EL
EC
PR
OP
OS
ED
EL
EC
PR
OP
OS
ED
EL
EC
PR
OP
OS
ED
EL
EC
PROPOSED SHOWER P
ARKING
FL
=1013
FL
=1
01
2
IN
VE
RT:
1008.
14
RI
M:1017.5
IN
VE
RT: 1007.89
LO
CA
TI
ON
PR
OP
OS
ED
CA
BI
N
IN
VE
RT: 1018
PR
OP
OS
ED
SE
WE
R
BL
DG
LO
CA
TI
ON
PR
OP
OS
ED
SH
OW
ER
1015.
28
IN
VE
RT:
RI
M:
1022.
5
1015.03
IN
VE
RT:
1012.6
IN
VE
RT:
RI
M:
1018.
75
1011
IN
VE
RT:
1010.75
IN
VE
RT:
FL
=1012
FL
=1011.2
FL
=1012.
5
PR
OP
SE
D
HY
DR
AN
T
2" B
ALL VALVES
RECONNECT TO POLE LIGHT
800 AMP PANELCONNECT TO EXISTING
TITLE SITE PLAN DRAWN BY BAO DATE APRIL 2010
PROJECT UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND COUNTY TAMA PROJ. NO.
SHEET OF2 10
-ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE
PROPOSED CABIN ACCESS ROAD. (6" DEPTH CLASS "A" STONE)
PROPERTY POST
TO BE TAKEN OFF SITE.
SALVAGED AND TURNED OVER TO DNR. ALL OTHER WASTE
EXISTING SHELTER TO BE REMOVED. STEEL ROOF TO BE
DNR.(INCIDENTAL TO SHELTER DEMOLITION)
REMOVE FLAG POLE UNDAMAGED AND TURN OVER TO
CABIN WILL BE CONSTRUCTED ON A LATER CONTRACT.
STUB UP UTILITIES WITHIN 5’ OF PROPOSED CABIN.
PLACE AND POUR SIDEWALK AFTER BUILDING IS SET IN PLACE
UNDERGROUND UTILITIES TO SHOWER UTILITIES AFTER BUILDING IS SET IN
BUILDING WILL BE INSTALLED BY OTHERS. CONTRACTOR WILL CONNECT
CONTRACTOR TO PREPARE SITE FOR INSTALLATION OF SHOWER. SHOWER
-REMOVE AND RESET ALL CAMPSITE POSTS AND FIRE RINGS AT LOCATIONS TO BE DETERMINED
REMOVE TREE AND DISPOSE OFF SITE
2"W
WATER
WATER
WATER
6"SS
6" S
EW
ER
FL
=1
01
3.5
DETERMINED ON SITE BY ENGINEER.
SHOWER FINISH FLOOR ELEVATION TO BE
2" BALL VALVE
2" BALL VALVE
4"
SS
6"
SE
WE
R
EL
EC
TRI
C
ELECTRIC
ELECTRIC
48"
SS-
MH
48"
SS-
MH
RIM:995
48"SS-MH
LOCATION
PROPOSED CABIN
R=11.5’
12’
11’
31’
32’
PAR
KI
NG
PR
OP
OSE
D C
ABI
N
R=10’
48"
SS-
MH
4"SS
PROPOSED SHOWER P
ARKING
EL
EC
TRI
C
2"WATER
DRAIN DOWN PIT
1
2
3
45
67
8
9
20"
CE
DA
R
18"
CE
DA
R
14"
CE
DA
R
16"
CE
DA
R
WA
TE
R
20
CA
MP
PO
ST
16"
CE
DA
R
12 12"
CE
DA
R
18"
CE
DA
R
16"
CE
DA
R
PO
ST
RO
WO
VE
RH
EA
D
PO
WE
R
2" B
ALL VALVES
RECONNECT TO POLE LIGHT
5’ SEP
AR
ATI
ON
CORE OUT 6". PLACE CLASS "A" TO 6" DEPTH.
GRAVEL
GR
AS
S
CONCRETE
CONCRETE
GRASS
APPROVED.
WITH GREY SEALANT. SAWCUT SIDEWALK JOINTS AS
PROVIDE EXPANSION JOINT AGAINST BUILDING AND SEAL
BASE TO EXTEND 12" BEYOND SIDEWALK.
18" CLASS "A" STONE PAD FOR SHOWER. ROCK
-SAWCUT ALL PAVEMENT AT CROSSINGS FOR A CLEAN EDGE PRIOR TO PATCHING WITH 6" OF C4 CONCRETE.
1" WATER
2"
W
- #4 REBAR AT 24" O.C. (EACH WAY) REQUIRED IN ALL CONCRETE PAVING
- 6" OF GRANULAR ROCK BASE REQUIRED UNDER ALL CONCRETE PAVING
IOWA DEPARTMENT OF NATURAL RESOURCES
401
104
12
13
15
23
CA
MP
PO
ST
7C
AM
PP
OS
T
6C
AM
PP
OS
T
WA
TE
R
8"
AS
H
18"
CO
TT
ON
WO
OD
12"
PIN
E
10"
PIN
E
12"
PIN
E 10"
PIN
E
10 8"
PIN
E 10"
PIN
E
26"
MA
PL
E
10"
PIN
E
10"
PIN
E
10"
PIN
E
12"
PIN
E
18"
HIC
KO
RY
20"
CE
DA
R
18"
CE
DA
R
14 12"
CE
DA
R
14"
CE
DA
R
12"
CE
DA
R
10"
CE
DA
R
16 12"
HIC
KO
RY
12"
CE
DA
R
18"
CH
ER
RY
14 12"
CE
DA
R
16"
CE
DA
R
16"
CE
DA
R
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
WA
TE
R
Guy
Wire
Guy
Wire
16
14"
HIC
KO
RY 8"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY8"
HIC
KO
RY
12"
CE
DA
R
16"
CE
DA
R
12 12"
CE
DA
R
18"
CE
DA
R
16"
CE
DA
R
14"
TR
EE
10"
TR
EE
22"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
1010
1015
1020
1022
1025
1020
1020
1015
1015
1020
1010
1005
1000
9959
90
: 1020.1
9
: 1017.2
6
: 1011.0
2
SS
MH
TO
P
FL
OO
R
LIQ
UID
Traverse# 15
N:
E:
El:
3509473.2
970
5131493.9
020
1020.1
87
Traverse# 104
N:
E:
El:
3509393.0
490
5131486.8
870
1019.4
63
Traverse# 401
N:
E:
El:
3509338.9
640
5131570.7
380
1024.5
45
Traverse# 13
3509778.4
390
5131484.0
090
1018.9
54
El:
E:
N:
Traverse# 16
N:
E:
El:3
509643.2
650
5131681.1
850
1010.2
45
Traverse# 12
N:
E:
El:
3509639.3
640
5131569.4
220
1021.0
03
992.6
3994.6
5
992.6
6
LA
TRI
NE
LA
TRI
NE
PL
AY
CH
EC
K-I
N
ST
ATI
ON
DU
MP
SH
EL
TE
RC
ON
CR
ET
E
PO
ST
RO
W
OV
ER
HE
AD
PO
WE
R
OV
ER
HE
AD
PO
WE
R
OV
ER
HE
AD
PO
WE
R
OV
ER
HE
AD
PO
WE
R
N
AP
PR
OX
PR
OP
ER
TY
CO
RN
ER
CX
T
NA
VAJ
O5’
SI
DE
WA
LK
LO
CA
TI
ON
PR
OP
OS
ED
CA
BI
N
BL
DG
LO
CA
TI
ON
PR
OP
OS
ED
SH
OW
ER
TAMA COUNTY
ACT 4625
PR0J 10-03-86-05
CABIN AND SHOWER BUILDING
UNION GROVE STATE PARK
NEW HYDRANT
WITH
CURB STOPS
2" B
ALL VALVES
25 50 75 1000
SCALE: 1"= 20’
NOTES:
10-03-86-05
TITLE WATER SERVICE SITE PLAN DRAWN BY BAO DATE APRIL 2010
PROJECT UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND COUNTY PROJ. NO.
SHEET OF3 10
TAMA
26"
MA
PL
E
2" BALL VALVE
WITH CURB BOX
2" BALL VALVE
2" WATER
2" WATER
SHEET 8.
WASTE VALVE) SEE DEATIL
DRAIN DOWN PIT (STOP AND
2"
W
2" WATER
BLOCKING
2" TEE WITH
REMOVE HYDRANT
REMOVE HYDRANT
14"
HIC
KO
RY
CO
NC
RE
TE
PAR
KI
NG
PR
OP
OSE
D C
ABI
N
2"
WATER
PROPOSED HYDRANT
REMOVE HYDRANT
1" WATER
BENDS SHARPER THAN 45 DEGREES ARE NOT ALLOWED
ALL BENDS WILL BE INCIDENTAL
ALL BLOCKING IS INCIDENTAL
2" WATER
2"
WA
TE
R
PROPOSED CABIN ACCESS ROAD
TRACER WIRE GROUND ROD.
2" CAP AND BLOCK AND
S
IOWA DEPARTMENT OF NATURAL RESOURCES
2000 GALLON SEPTIC TANK
CONCRETE PAD
DISTRIBUITON BOX ON
ON PAGE 10 OF 10
SEE STUB UP DETAIL
401
104
12
13
15 W
AT
ER
8"
AS
H
18"
CO
TT
ON
WO
OD
12"
PIN
E
10"
PIN
E
12"
PIN
E 10"
PIN
E
10 8"
PIN
E 10"
PIN
E
10"
PIN
E
10"
PIN
E
10"
PIN
E
12"
PIN
E
18"
HIC
KO
RY
20"
CE
DA
R
18"
CE
DA
R
14 12"
CE
DA
R
14"
CE
DA
R
12"
CE
DA
R
10"
CE
DA
R
16 12"
HIC
KO
RY
12"
CE
DA
R
18"
CH
ER
RY
14 12"
CE
DA
R
16"
CE
DA
R
16"
CE
DA
R
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
Guy
Wire
Guy
Wire
16
17
14"
CH
ER
RY
16"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY 8"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
12 8"
HIC
KO
RY
12"
HIC
KO
RY
22"
OA
K
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY8"
HIC
KO
RY
12"
CE
DA
R
16"
CE
DA
R
12 12"
CE
DA
R
18"
CE
DA
R
16"
CE
DA
R
14"
TR
EE
10"
TR
EE
22"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
1010
1015
1020
1022
1025
1020
1020
1015
1020
1010
1005
1000
9959
90
985
980
975
9709
65
: 1020.1
9
: 1017.2
6
: 1011.0
2
SS
MH
TO
P
FL
OO
R
LIQ
UID
Traverse# 401
N:
E:
El:
3509338.9
640
5131570.7
380
1024.5
45
Traverse# 13
3509778.4
390
5131484.0
090
1018.9
54
El:
E:
N:
Traverse# 17
N:
E:
El:
3509877.3
810
5131721.0
890
985.7
52
Traverse# 16
N:
E:
El:3
509643.2
650
5131681.1
850
1010.2
45
Traverse# 12
N:
E:
El:
3509639.3
640
5131569.4
220
1021.0
03
992.6
3994.6
5
992.6
6
LA
TRI
NE
LA
TRI
NE
PL
AY
CH
EC
K-I
N
ST
ATI
ON
DU
MP
SH
EL
TE
R
FL
AG
PO
LE
CO
NC
RE
TE
PO
ST
RO
W
OV
ER
HE
AD
PO
WE
R
N
PR
OP
ER
TY
PO
ST
AP
PR
OX
PR
OP
ER
TY
CO
RN
ER
CX
T
NA
VAJ
O5’
SI
DE
WA
LK
86.
4’
45’
PA
RKI
NG
PR
OP
OSE
D
CA
BI
N
LO
CA
TI
ON
PR
OP
OS
ED
CA
BI
N
ACCESS ROAD
PROPOSED CABI
N
IN
VE
RT:
10
18
BL
DG
LO
CA
TI
ON
PR
OP
OS
ED
SH
OW
ER
TAMA COUNTY
ACT 4625
PR0J 10-03-86-05
CABIN AND SHOWER BUILDING
UNION GROVE STATE PARK
25 50 75 1000
SCALE: 1"= 20’
FIELD
PROPSED SEPTIC
10’
MI
N SEP
AR
ATI
ON
FL=1012
FL=1013
FL=1012.5
FL=1011.2 FL=1012
FL=1013.5
10-03-86-05
SEWER SITE PLANTITLE DRAWN BY BAO APRIL 2010DATE
UTILITIES FOR CABINS, SHOWER, AND CAMPGROUNDPROJECT
SHEET OF
TAMA
4 10
COUNTY PROJ. NO.
4" S
S
80 LF
WI
DE C
HA
MBER
PR
OVI
DE C
AP. E
XTE
ND 2
X4
AB
OVE
GR
ADE
6"SS
352’
SL
OPE=7.64
%
S-INVERT:1008.14
NE-INVERT:1007.89
48"SS-MH RIM: 1017.5
N-INVERT:1010.75
RIM:1018.75
48"SS-MH
S-INVERT:1012.6
E-INVERT:1011
W-INVERT:1015.03
NE-INVERT:1015.28
RIM:1022.5
48"SS-MH
4"
SS
4"
SS
4"
SS
4"
SS
4"
SS
4"SS
6"X4" WYE (TYPICAL)
4"SS
SLOPE= 3.02%
LENGTH= 90’
SL
OP
E= 4.71
%L
EN
GT
H= 85.5’
6"
SS
4"SS
SEAL. INVERT:1017.00CONNECT WITH WATERTIGHT
EXISTING HOLDING TANK. PUMP TANK. CORE DRILL
6"SS
SLOPE= 1.0%LENGTH= 261’
SW INVERT:981
SE INVERT:981
48"SS-MH RIM: 985
4"SS
S-INVERT:1015.28
OVERHEAD POWER
NW INVERT:980.90
70°
115°
89°
103°
120°
148°
91°
PROVIDE 6" X 4" WYE AND CAP. MARK WITH A 2X4
IOWA DEPARTMENT OF NATURAL RESOURCES
401
104
12
13
15 W
AT
ER
8"
AS
H
18"
CO
TT
ON
WO
OD
12"
PIN
E
10"
PIN
E
12"
PIN
E 10"
PIN
E
10 8"
PIN
E 10"
PIN
E
26"
MA
PL
E
10"
PIN
E
10"
PIN
E
10"
PIN
E
12"
PIN
E
18"
HIC
KO
RY
20"
CE
DA
R
18"
CE
DA
R
14 12"
CE
DA
R
14"
CE
DA
R
12"
CE
DA
R
10"
CE
DA
R
16 12"
HIC
KO
RY
12"
CE
DA
R
18"
CH
ER
RY
14 12"
CE
DA
R
16"
CE
DA
R
16"
CE
DA
R
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
Guy
Wire
Guy
Wire
16
17
12"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY 8"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
12 8"
HIC
KO
RY
12"
HIC
KO
RY
22"
OA
K
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
12"
HIC
KO
RY8"
HIC
KO
RY
20
CA
MP
PO
ST
12"
CE
DA
R
16"
CE
DA
R
12 12"
CE
DA
R
18"
CE
DA
R
16"
CE
DA
R
14"
TR
EE
10"
TR
EE
22"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
: 1020.1
9
: 1017.2
6
: 1011.0
2
SS
MH
TO
P
FL
OO
R
LIQ
UID
Traverse# 401
N:
E:
El:
3509338.9
640
5131570.7
380
1024.5
45
Traverse# 13
3509778.4
390
5131484.0
090
1018.9
54
El:
E:
N:
Traverse# 16
N:
E:
El:3
509643.2
650
5131681.1
850
1010.2
45
Traverse# 12
N:
E:
El:
3509639.3
640
5131569.4
220
1021.0
03
992.6
3994.6
5
992.6
6
LA
TRI
NE
LA
TRI
NE
PL
AY
CH
EC
K-I
N
ST
ATI
ON
DU
MP
SH
EL
TE
R
FL
AG
PO
LE
CO
NC
RE
TE
PO
ST
RO
WO
VE
RH
EA
D
PO
WE
R
OV
ER
HE
AD
PO
WE
R
OV
ER
HE
AD
PO
WE
R
OV
ER
HE
AD
PO
WE
R
N
AP
PR
OX
PR
OP
ER
TY
CO
RN
ER
CX
T
NA
VAJ
O5’
SI
DE
WA
LK
PA
RKI
NG
PR
OP
OSE
D
CA
BI
N
LO
CA
TI
ON
PR
OP
OS
ED
CA
BI
N
ACCESS ROAD
PROPOSED CABI
N
BL
DG
LO
CA
TI
ON
PR
OP
OS
ED
SH
OW
ER
TAMA COUNTY
ACT 4625
PR0J 10-03-86-05
CABIN AND SHOWER BUILDING
UNION GROVE STATE PARK
PROPOSED ELECTRICAL SITE PLAN
UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND TAMA
BAO APRIL 2010
10-03-86-05
5 10
25 50 75 1000
992.6
6
CO
NC
RE
TE
PA
RKI
NG
PR
OP
OSE
D
CA
BI
N
WL=54’
TL=44’
WL=62’
TL=52’ WL=64’
TL=54’
WL=67’
TL=57’
WL=88’
TL=78’WL=6
9’TL=54’
WL=55’
TL=45’
WL=370’
TL=350’
TITLE DRAWN BY DATE
PROJECT COUNTY PROJ. NO.
SHEET OF
2
3
4
5
6
7
8
9
1
EXIS
TI
NG
EXISTING
800 AMP PANEL
CONNECT TO EXISTING
WL=300’
TL=272’
CIRCUIT 5
CONNECTION TO CABIN.
IN GROUND FOR FUTURE
LEAVE 20’ LOOP OF WIRE
3"CONDUIT 25 LF
PROPOSED ELEC
PROPOSED ELEC
WL
=106’
TL
=91’
PR
OP
OS
ED
EL
EC
3"CONDUIT 25 LF
CIRCUIT 1
CIRCUIT 3CIRCUIT 4
3" CONDUIT 30 LF
CIRCUIT 2
CIRCUIT6
CIRCUIT 8
(CIRCUIT 7)
RECONNECT TO POLE LIGHT
20"
CE
DA
R
18"
CE
DA
R
14 12"
CE
DA
R
14"
CE
DA
R
12"
CE
DA
R
10"
CE
DA
R
16 12"
HIC
KO
RY
12"
CE
DA
R
18"
CH
ER
RY
14 12"
CE
DA
R
16"
CE
DA
R
16"
CE
DA
R
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
12"
CH
ER
RY
12"
HIC
KO
RY
14"
HIC
KO
RY
14"
HIC
KO
RY
16"
HIC
KO
RY
14"
HIC
KO
RY
Guy
Wire
Guy
Wire
20
CA
MP
PO
ST
12"
CE
DA
R
16"
CE
DA
R
12 12"
CE
DA
R
18"
CE
DA
R
16"
CE
DA
R
992.6
3994.6
5
992.6
6
SH
EL
TE
RC
ON
CR
ET
E
PO
ST
RO
WO
VE
RH
EA
D
PO
WE
R
EXI
STI
NG
WA
TE
R
MARK WITH A 2X4
S
S
S
S
S S
S
S
S
3" CONDUIT
THE PANEL.
CIRCUIT TO THE BREAKER IN
DO NOT CONNECT THIS
IOWA DEPARTMENT OF NATURAL RESOURCES
STANDARD DRAWING NO. SC-1
CAMPGROUND ELECTRICAL SYSTEM
6"
18"
SIDE VIEW FRONT VIEW
50 AMP POWER SERVICE
SCHEMATIC OF CAMPSITE
CAMPSITE OUTLET POST
DETAILS OF
STANDARD DRAWING NO. MP-2
CAMPGROUND ELECTRICAL SYSTEM/ /
PAD-MOUNTED DISTRIBUTION PANEL DETAIL
NOT TO SCALE
.
C
PLAN DETAIL
C
C
C
CC
C
CC
CC
C
C
CC
C
MAIN DISTRIBUTION PANEL
TIGHT.
VANIZED. PIPE CAPS ON TOP SHALL BE RAIN
2-1/2" CONDUIT CLAMPS. ALL COMPONENTS GAL-
PIPE CAPS ON TOP, PANEL MOUNTED WITH FOUR
USE TWO 2-1/2" RIGID CONDUIT SUPPORTS WITH
DRIP HOOD
32" MIN.
1" CHAMFER6"
6"
6"
CONCRETE PAD
POLYETHYLENE FILM
GROUND LINE6"
6"
6"
24" MIN.
12"
12"
24"
MIN.
24"
SAND
48"
CONCRETE
MIN. 8" DIA.
12"
NOTES:
1.
2.
3.
800 AMP/240 VOLT MAIN DISTRIBUTION PANEL FEATURES:
SOLID NEUTRAL.
EQUIPMENT GROUND BAR MOUNTED IN PANEL.
DEADFRONT, NEMA TYPE 3R ENCLOSURE.
GASKET SEALING AROUND DOOR OPENING.
CONCEALED DOOR HINGE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
WAYS
C. TO C. BOTH
4 BARS AT 10"
FABRIC, OR NO.
WELDED WIRE
6X6-W2.0XW2.0
LOCK SUPPLIED BY OTHERS)
PADLOCKING HANDLE (PAD-
BE RIGID STEEL
EXPOSED CONDUIT SHALL
90° ELL
ELECTRIC CCB; OR APPROVED EQUAL
DISTRIBUTION PANEL: SQUARE-D, I-LINE; OR GENERAL
MAIN DISTRIBUTION PANEL.
EQUAL THE WIDTH OF THE
MOUNTING CHANNELS SHALL
CORNERS. THE LENGTH OF THE
LOADED NUTS WITH ROUNDED
WIDTH SERIES; USE SPRING-
ACCESSORIES, 1-5/8" CHANNEL
CHANNNELS AND MECHANICAL
ELECTRO-GALVANIZED UNISTRUT
BEDDED IN CONCRETE PAD
SMOOTH AND SHALL BE EM-
AND P.V.C. CONDUITS SHALL BE
COUPLINGS BETWEEN STEEL
OR CLASS "C" GRAVEL
CLASS "A" CRUSHED STONE,
ENERGY
FORMER: BY ALLIANT
MAIN CABLES FROM TRANS-
DEPTH OF SAND
OR CAP AND BE COVERED WITH 12"
CIRCUITS SHALL HAVE P.V.C. PLUG
EXTRA CONDUITS FOR FUTURE
AWG CONDUCTORS.
AND 1-1/4" DIA FOR NO. 6 - NO. 4
NO. 2 - NO. 1 AWG CONDUCTORS,
CONDUCTORS, 1-1/2" DIA. FOR
2" DIA. FOR NO. 1/0 - NO. 3/0 AWG
4/0 AWG - 250 MCM CONDUCTORS,
WITH BUSHINGS: 2-1/2" FOR NO.
STEEL OR SCH. 80 P.V.C. CONDUIT
TRANSFORMER TO METER CONDUCTORS.
DUCTOR, AND 1" DIA. FOR CURRENT
AWG GROUNDING ELECTRODE CON-
CIRCUIT CABLES, 1" DIA. FOR NO. 1/0
CONDUIT WITH BUSHINGS FOR MAIN
4" DIA. STEEL OR SCH. 80 P.V.C.
REQUIREMENTS AND BE SUBJECT TO THEIR APPROVAL.
CONFORMANCE WITH THE ELECTRIC UTILITY COMPANY’S
PANEL. THE METER BASE INSTALLATION SHALL BE IN
BE INSTALLED ON THE SIDE OF THE MAIN DISTRIBUTION
METERING, A METER FOR SECONDARY CIRCUITS SHALL
IF THE PROJECT SITE DOES NOT HAVE PRIMARY
TRANSFORMER.
CONNECTION OF THE MAIN CIRCUIT CABLES TO THE
ARRANGE WITH THE ELECTRIC UTILITY COMPANY FOR
MAIN DISTRIBUTION PANEL. THE CONTRACTOR SHALL
SHALL BE INCLUDED IN THE COST FOR INSTALLING THE
THE COST FOR INSTALLING "MAIN CIRCUIT CABLES"
METAL PRODUCTS CO., OR AN APPROVED EQUAL.
"POWER-STRUT" SYSTEM MANUFACTURED BY ELCEN
MANUFACTURED BY GTE PRODUCTS CORP., THE
BE CONSTRUCTED USING THE "UNISTRUT" SYSTEM
ATION. MOUNTING CHANNELS AND ACCESSORIES SHALL
AND A 1-5/8" X 3-1/4" X 12 GAUGE CHANNEL COMBIN-
RIGID STEEL CONDUIT POSTS USING CONDUIT CLAMPS
MAIN DISTRIBUTION PANELS SHALL BE MOUNTED TO
MOUNTING CHANNELS SHALL BE CAT. NO. PS-200-2T2.
DUIT CLAMPS SHALL BE CAT. NO. PS-1100-2-1/2", AND
NO. P1001B. WITH THE "POWER-STRUT" SYSTEM, CON-
BE NO. P1118, AND MOUNTING CHANNELS SHALL BE
WITH THE "UNISTRUT" SYSTEM, CONDUIT CLAMPS SHALL
VANIZED.
SHALL BE ELECTRO-GALVANIZED OR HOT-DIPPED GAL-
MOUNTING HOLES). ALL CHANNELS AND ACCESSORIES
MUM DIA. OF BOLTS SHALL BE 1 2" AND 5 8"
SIZED TO MATCH MOUNTING HOLES IN PANEL (MINI-
NELS. SPRING LOADED NUTS AND BOLTS SHALL BE
END CAPS SHALL BE INSTALLED ON ENDS OF CHAN-
SINGLE PHASE.
SYSTEM: 120/240 V., 3-WIRE CONTINUOUS GROUND,
TYPE CCB, PANELBOARD.
SQUARE-D TYPE HCM I-LINE, OR GENERAL ELECTRIC
MAIN CIRCUIT BREAKER.
800 AMP LA (SQUARE-D) OR TJD (G.E.) 2-POLE
CHROME FINISH PAD-LOCKING HANDLE.
THREE-POINT VAULT TYPE LOCKING MECHANISM WITH
FINISH COAT OF STANDARD GRAY BAKED ENAMEL.
CABINET FINISH: RUST INHIBITING PRIMER AND
CIRCUIT BREAKERS.
TYPES TEB & TQD (G.E.) THERMAL MAGNETIC
BRANCH BREAKERS: TYPES FA & Q2 (SQUARE-D) OR
MAIN DISTRIBUTION PANEL
800 AMP / 240 VOLT
DETAILS OF PAD-MOUNTED
C
ELECTRICAL DETAILS BAO APRIL 2010
UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND TAMA
NOTES
NO. 1/0 GROUNDING ELEC-TRODE CONDUCTOR TO MIN-IMUM OF TWO 10’ LENGTH
GROUNDING ELECTRODES;
MOUNT EQUIPMENT GROUND
BAR IN MAIN DISTRIBUTION
PANEL
1" DIA. CONDUIT
800AMP-120/240VDISTRIBUTION PANEL
CIRCUIT NO. 1: 150A/240V
TO 6 CAMPSITES
AWG033-NO.
WITH NO. 4 AWG GR.
WITH NO. 8 AWG GR.
3-NO. NO.4 AWG
TO 2 CAMPSITES
CIRCUIT NO. 2: 80A/240V
WITH NO. 2AWG GR.
3-NO. 350MCL AWG
TO SHOWER BUILDING
CIRCUIT NO. 4: 200A/240V
10’ MIN.
METER AND METER SOCKET*
EXISTING WIRE
CIRCUIT NO. 6: 15A/240V
EXISTING WIRE
HOST SITE
CIRCUIT NO. 3: 50A/240V
EXISTING WIRE
POLE LIGHTCIRCUIT NO. 7: 20A/240V
WITH NO. 2 AWG GR.
3-NO. 350MCL
TO 2 CABINS
CIRCUIT NO. 5: 300A/240V
NOTES:
1.
3.
2.
4.
GROUND
NEUTRAL
PHASE "A"
PHASE "B"
GROUND LUG
GROUND LUG
REMOVABLE COVER
GRADE LEVEL
/
DIRECT BURY COPPER CABLES, TYPE U.S.E.
TWIN 2 - 250 COPPER TERMINAL LUGS
HASP
PADLOCK
HASP
PADLOCK
64-1/2"
GRADE
LEVEL
OF CIRCUIT PROTECTION AND RECEPTACLES
OF CAMPSITE POWER SERVICE" FOR DETAILS
MOUNTED ON UNI-POST. SEE "SCHEMATIC
METALLIC POWER CENTER PRE-WIRED,
9"
ONE CUBIC FOOT
3000 P.S.I. CONCRETE FOOTING BASE
IN CONCRETE FOOTING BASE
ATTACHED TO UNI-POST AND EMBEDDED
WITH 4 WASHERS AND 2 NUTS, GALVANIZED;
2 MACHINE BOLTS, 1 2" DIA. X 6" LENGTH,
POST WITH METALLIC POWER CENTER.
SHALL BE USED FOR SINGLE CAMPSITE OUTLET
MILLBANK U5200-XL-75, OR APPROVED EQUAL,
CIRCUIT BREAKER; MIDWEST MODEL UO75CP6010,
CIRCUIT BREAKER, AND A DOUBLE POLE 50 AMP
CIRCUIT BREAKER, A SINGLE POLE 30 AMP
AMP RECEPTACLE, A SINGLE POLE 20 AMP
A R32U 30 AMP RECEPTACLE, A 14-50R 50
A 5-20R2GFI 20 AMP DUPLEX RECEPTACLE,
AN UNMETERED, POST MOUNTED CABINET WITH
SHALL HAVE THE FOLLOWING CONFIGURATION:
A "SINGLE CAMPSITE OUTLET POST-50 AMP"
OUTLET POST.
DIRECT BURY COPPER CABLES TO CAMPSITE
TS-1, FOR DETAILS OF INSTALLATION OF
SEE TRENCH DETAILS, STANDARD DRAWING NO.
TIONAL COMPENSATION.
BASED ON ACTUAL ROUTING WITH NO ADDI-
120 V. PHASE). ADJUST CONDUCTOR SIZE
ON THE CIRCUIT, TO 3% (3.6 VOLTS ON EACH
FORMER TO THE FURTHEST CAMPSITE OUTLET
CIRCUIT VOLTAGE DROP, FROM THE TRANS-
SHALL BE SELECTED TO LIMIT THE MAXIMUM
ARRANGEMENT OF THE LOADS ON EACH CIRCUIT
THE CONDUCTOR SIZES AND THE PLAN
POSTS AND TURN OVER TO OWNER.
PROVIDE TWO EXTRA COMPLETE OUTLET
BREAKER
CIRCUIT
120 V./50 A.
(14-50-U)
RECEPTACLE
120 V./50 A.
(R-32-U)
RECEPTACLE
120 V./30 A.
LUGS
TERMINAL
BREAKER
CIRCUIT
120 V./30 A.
BREAKER
CIRCUIT
120 V./20 A.
(5-20R2GFI)
G.F.I. RECEPTACLE
120 V./20 A.
DRAWN BY DATE
PROJ. NO.COUNTYPROJECT
SHEET OF
TITLE
EXISTING WIRE
CIRCUIT NO. 8: 15A/240V
ENERGY.
INSTALLATION OF THE SERVICE LATERAL BY ALLIANT
CONTRACTOR TO PROVIDE "PULL ROPES" TO FACILITATE
CABINET SHALL BE FITTED WITH EXPANSION JOINTS. THE
THE VERTICAL LEGS OF THE 4" DIA. CONDUITS AT THE CT
ENERGY WITH MATHEW DEAM:(641)484-6907
COORDINATE CONNECTION TO ALLIANT
"ALLIANT ENERGY 2010 RULEBOOK" PAGES(124-125)
CONNECTION SHALL BE AS SPECIFIED IN THE
ALLIANT WILL PULL WIRE THROUGH CONDUIT.
TRANSFORMER PAD LOCATION TO CT CABINET.
CABINET, METER SOCKET, AND 2-4" CONDUITS FROM
CONTRACTOR SHALL FURNISH AND INSTALL: CT
6 10
10-03-86-05
BY ALLIANT ENERGY
TRANSFORMER INSTALLED
INSTALLED BY CONTRACTOR
AT CT CABINET FURNISHED AND
2-4" DIA. SCH. 80 PVC CONDUITS
BREAKER
DO NOT CONNECT WIRE TO
PIT TOILET
PIT TOILET
(BY ALLIANT)
LATERAL, 3 PAIRS OF 350MCL
UNDERGROUND SERVICE
CT CABINET
INSTALLED BY ALLIANT.
WIRING FROM CT CABINET TO METER SOCKET. METER
TRANSFORMER TO BOTTOM LUGS ON CT CABINET, AND
WIRE, TRANSFORMER AND PAD, 2 RUNS 350 TRIPLEX FROM
ALLIANT ENERGY WILL FURNISH AND INSTALL: #2 PRIMARY
PAD MOUNTED
IOWA DEPARTMENT OF NATURAL RESOURCES
GENERAL NOTES
DISTRIBUTION PANEL SCHEDULE
SINGLE TRENCH DOUBLE TRENCH
THAN MINIMUM BURIAL DEPTH
SINGLE TRENCH WITH LESS
SECONDARY TRENCH
COMBINED PRIMARY AND
/
FUTURE PAVEMENT
ROADWAY CROSSING CONDUIT BENEATH
EXISTING PAVED ROAD
ROADWAY CROSSING CONDUIT BENEATH
5’ 5’
6"
2’
6"
USE EXISTING WIRE
SECONDARY CABLES
MAXIMUM PAY WIDTH LIMIT,
"ROADWAY CROSSING CONDUIT"
WIDTH OF FUTURE
PAVEMENT
CAUTION TAPE
THE CONDUIT
TO AID FUTURE LOCATION OF
BAR AT EACH END OF CONDUIT
12" LENGTH OF REINFORCING
CONTRACTOR SHALL INSTALL
BURIED CABLE, TYPE U.S.E.
COPPER, 600 V. DIRECT
ROCKS LARGER THAN 1 4" DIA.
SAND, FREE OF RUBBISH AND
2’ X 6" X 6" - CLEAN PIT RUN
NOTE: THE LENGTH OF TRENCHING REQUIRED FOR THE
UNDER ’TRENCH, SINGLE" ITEM
PLACEMENT OF CONDUIT SHALL BE PAID FOR
NOTES 1. AND 2. BELOW)
PAVING OF ROAD (SEE
INSTALLED PRIOR TO
CONDUIT, SLOPE 0.1%,
3" SCHEDULE 8O P.V.C.
AID FUTURE ACCESS
CONDUIT WITH SAND FILL TO
CIRCUITS AND COVER ENDS OF
DUITS INSTALLED FOR FUTURE
ON THE ENDS OF ALL CON-
INSTALL P.V.C. PLUGS OR CAPS
BY OTHERS
SUPPLY NAILS, INSTALLATION
(TYP.) - CONTRACTOR SHALL
2 - 2" P-K NAILS EACH SIDE5’5’
6"
2’
MIN.
2’
6"
"TRENCH, SINGLE"
PAVEMENT
WIDTH OF EXISTING
"ROADWAY CROSSING CONDUIT"
MAXIMUM PAY WIDTH LIMIT,
/
SECONDARY CABLES
"TRENCH, SINGLE"
CAUTION TAPETHE CONDUIT
TO AID FUTURE LOCATION OF
BAR AT EACH END OF CONDUIT
12" LENGTH OF REINFORCING
CONTRACTOR SHALL INSTALL
BURIED CABLE, TYPE U.S.E.
COPPER, 600 V. DIRECT
ROCKS LARGER THAN 1 4" DIA.
SAND, FREE OF RUBBISH AND
2’ X 6" X 6" - CLEAN PIT RUN SLOPE 0.1%
BENEATH PAVEMENT,
CONDUIT, PUSHED OR BORED
3" SCHEDULE 8O P.V.C.
(TYP.)
2 - 2" P-K NAILS EACH SIDE
MIN.
2’
EXISTING GRADE
TAMPED
CAUTION TAPE
SITE RUN BACKFILL
GROUND CONDUCTOR
8"
MA
X.
24"
MIN.
6"
8"
MA
X.
30"
MIN.
6"
6"
CENTER OF TRENCH
EXCESS EXCAVATION "ROWED" ON
LARGER THAN 1 2" DIA., TAMPED
SAND, FREE OF RUBBISH AND ROCKS
LOOSE DRY SOIL OR CLEAN PIT RUN
(120/240 V.)
CABLE, TYPE U.S.E. SECONDARY LINE
COPPER, 600 VOLTS DIRECT BURIED
TAMPED
CAUTION TAPE
SITE RUN BACKFILL
2-1/2" SCHEDULE 80 P.V.C. CONDUIT
GROUND CONDUCTOR
EXISTING GRADE
8"
MA
X.
12" T
O
24"
6"
CENTER OF TRENCH
EXCESS EXCAVATION "ROWED" ON
CONCRETE
6" ENCASEMENT OF 3000 P.S.I.
LINE (120/240 V.)
CABLE, TYPE U.S.E. SECONDARY
COPPER, 600 VOLTS DIRECT BURIED
TAMPED
CAUTION TAPE
SITE RUN BACKFILL
SECONDARY LINE (120/240 V.)
ONE 15 KV. PRIMARY CABLE
EXISTING GRADE
/
36"
MIN.
8"
MA
X.
6"
12"
CENTER OF TRENCH
EXCESS EXCAVATION "ROWED" ON
DIA., TAMPED
AND ROCKS LARGER THAN 1 2"
RUN SAND, FREE OF RUBBISH
LOOSE DRY SOIL OR CLEAN PIT
USE EXISTING WIRE
USE EXISTING WIRE
ELECTRICAL DETAILS BAO APRIL 2010
107
UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND TAMA
NOTES:
1.
2.
NOTES:
1.
2.
3.
COMPACTED TRENCH BACKFILL.4" OF GRANULAR SURFACING ABOVE THESHALL PLACE AND COMPACT A MINIMUM OFVEHICLE PARKING PADS, THE CONTRACTORTRENCHING OPERATIONS CROSS THE CAMPSITECONDUCTORS, AND AT LOCATIONS WHERE THE AFTER INSTALLATION OF THE ELECTRICAL
INCIDENTAL TO OTHER ITEMS OF WORK.COST OF SEEDING SHALL BE CONSIDERED ASSPECIFIED ON THE PLAN DRAWINGS. THE"URBAN" OR "RURAL" SEED MIXTURE, ASTURBED BY TRENCHING ACTIVITY WITH ANTHE CONTRACTOR SHALL SEED AREAS DIS-
NICAL SPECIFICATIONS.SECTION 02200, PART 3.05 OF THE TECH-TRENCHING AND BACKFILL SHALL CONFORM TO
DRAWN BY DATETITLE
PROJ. NO.COUNTYPROJECT
SHEET OF
IN BOTTOM OF TRENCH AND AROUND CONDUIT.BACKFILLSOFT SPOTS. IN ROCKY SOIL, PLACE SELECTED GRADED TRUE AND IS FREE FROM STONES OR THAT ISFUTURE PAVEMENT, PLACE CONDUIT IN TRENCH FOR ROADWAY CROSSING CONDUIT BENEATH
WITH STANDARD PROCTOR DENSITY TEST.MUM DENSITY, DETERMINED IN ACCORDANCE PERCENT OF MAXI-COMPACTED LIFT AND IS AT LEAST 95 REASONABLY UNIFORM THROUGHOUT EACH MOISTURE, ISTHE RESULTING DENSITY WITH ADEQUATE PAVEMENT WILL BE CONSIDERED SUITABLE IF FUTURECOMPACTION OF TOP 12" OF BACKFILL BENEATH DEVELOP MAXIMUM SUPPORTING STRENGTH. CONDUIT, TOAROUND THE SIDES (NOT THE TOP) OF THE FREE FROM STONES AND BE FIRMLY TAMPED PAVEMENT, SHALL BECROSSING CONDUIT BENEATH FUTURE TRENCH BACKFILL, PLACED AROUND ROADWAY
TYPE U.F.TYPE U.S.E.
#2
SIZE (AWG) &
LENGTH (FT.) OF
GR. CONDUCTOR
(TYPE THW OR USE)
LENGTH
OF ROAD
CONDUIT
(FT.)
LENGTH
OF
WARNING
TAPE
(FT.)
OR
FUSE
SIZE
(AMP)
C. B.
SGL. DBL. TRPL.
TRENCH LENGTHFACILITY
OR
CAMPSITE NUMBERS
SERVED
NO. OF
CAMP
SITES
CIRCUIT
OR
CONDUCTOR
CIRCUIT SCHEDULE
SIZE (AWG) & LENGTH (FT.) OF CONDUCTOR
#4#6
TRANSF/DISTRIB PANEL NO. 1
#3/0#3#8
1GR
1A, 1B, 1N
2GR
2A, 2B, 2N
-
6
25.5 419 150/2-P
350#4 - 12/2 - -
419
1257
2
90 - 116 80/2-P 116
348
SHOWER BUILDING 345 200/2-P 345
1068
2 CABINS
300 26 300
40 356
300/2-P 300
900
4GR
4A, 4B 4N
5GR
5A, 5B, 5N
6GR
6A, 6B, 6N
3GR
3A, 3B, 3N 1
50/2-P ---HOST SITE
1
1
---POLE LIGHT
7GR
7A, 7B, 7N
GROUND CONDUCTORS SHALL HAVE GREEN COLORED INSULATION.
1.
2.
CONSISTENTLY THROUGHOUT THE PROJECT, THE PHASE "A" CONDUCTOR,
THE PHASE "B" CONDUCTOR, AND THE NEUTRAL CONDUCTOR SHALL BE
DISTINGUISHED FROM EACH OTHER BY COLOR CODING, OR BY SURFACE
DEFORMATIONS OR OTHER MARKINGS IN THE CONDUCTOR INSULATION. THE
THE CONDUCTOR SIZES AND THE PLAN ARRANGEMENT OF THE LOADS ON
EACH CIRCUIT WERE SELECTED TO LIMIT THE MAXIMUM CIRCUIT VOLTAGE
DROP, FROM THE TRANSFORMER TO THE FURTHEST CAMPSITE OUTLET ON
3. ALL CONDUCTORS SHALL BE COPPER
THE CIRCUIT, TO 3% (3.6 VOLTS ON EACH 120V PHASE).
4.
FOR PHASE "A" AND "B" AND NEUTRAL UNLESS NOTED OTHERWISE.
LENGTH OF CONDUCTORS IN TABLE ARE COMBINED (TOTAL LENGTH)
PANEL
DESIG.
TYPE
PANEL
MAINS
AMPSWIRE
SIZE
2-POLE
MAIN
BREAKER
BRANCH BREAKERS
1-POLE 2-POLE
BRANCH
CIRCUITS
1
CCB OR
I - LINE
HCM
800
ENERGY
ALLIANT
BY 1 - 20
800
8GR
8A, 8B, 8N 1 PIT TOILET
PIT TOILET
1, 2, 3, 4, 5,6,7,8
1-150
1-801-50
1-200
1-300
2- 15
10-03-86-05
6 CAMPSITES
2 CAMPSITES
USE EXISTING WIRE
373
15-P
20-P
15-P
INSTALL BUT DO NOT CONNECT TO BREAKER
C
C
C
C
C
C
CC
C C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
NOT TO SCALE
2’-
6"
MIN
MANHOLE
SANITARY SEWER
ECCENTRIC
C
IOWA DEPARTMENT OF NATURAL RESOURCES
12’
34’
20’
11’ 12
’
35’
28’
25’
PULL TROUGH CAMPSITE SINGLE BACK IN CAMPSITE
2. INTEGRAL FLOOR AND WALL SECTION MAY BE USED.
1. MANHOLE COVER TO BE CENTERED DIRECTLY OVER FLOW LINE OF MAIN SEWER.
NOTES:
ON 6" SAND CUSHION
OR PRECAST REINFORCED CONCRETE
BOTTOM SLAB: CLASS A CONCRETE
BOTH WAYS
#4@12
CONCRETE
CLASS B
MANHOLE WALL
(1’-0" MAXIMUM)
MEET GRADE LINE
AS REQUIRED TO
ADJUSTING RINGS
1’-4" (MAX)
1’-0" (MIN)
MANHOLE STEPS
IN GROUT
SET FRAME
GROUND SURFACECOVER FLUSH WITH TO MAKE WATERTIGHT
FITTED WITH NEOPRENE GASKET
MANHOLE FRAME AND LID
FINISH GRADE LINE
2’-
6"
MIN
FOR CLARITY
SHOWN ROTATED
TOP SECTION
MAIN SEWER
MAIN SEWER
DIAMETER OF
DIAMETER
MANHOLE
24" AND UNDER 4’ - 0"
27" TO 42" INCLUSIVE 5’ - 0"
DIA
10:1 10:1
d6"
1-
1/
2"
8"
6"
3/
4d
10-03-86-05
APRIL 2010
STOP AND WASTE VALVE DETAIL
GROUND LINE
5’MIN
2" STOP AND WASTE VALVE
2" WATER LINE
WITH PEA GRAVEL
3’X 3’X 3’ HOLE FILLED
FILL. SHAPE CAMP PADS WITH A 25’ RADIUS AT INTERSECTION WITH ROADWAY. DIRECTED BY DNR CONSTRUCTION INSPECTOR. SOD TO BE STRIPPED IN AREAS OF SLOPE NOT TO EXCEED 2% IN ANY DIRECTION ON CAMP PADS UNLESS OTHERWISE NOTES:
SPECTOR.GRADATION SUBJECT TO APPROVAL BY THE D.N.R. CONSTRUCTION IN-SURFACE WITH CRUSHED LIMESTONE 1/2" - 3/8" GRADATION (2" DEPTH). STRUCTION" SERIES 2001, SECTION 4196.01.D.O.T. "STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CON-FABRIC, MIRAFI 600X OR APPROVED EQUAL CONFORMING TO IOWACONSTRUCTION", SERIES 2001, SECTION 4122.02, OVER ENGINEERINGIOWA D.O.T. "STANDARD SPECFICATIONS FOR HIGHWAY AND BRIDGEPLACE MACADAM STONE BASE MATERIAL (5" DEPTH) CONFORMING TO - DISPOSAL AREA WILL BE WITHIN PARK BOUNDARIES.WASTE MATERIAL AS DIRECTED BY THE D.N.R. CONSTRUCTION INSPECTOR6". CORE OUT MATERIAL TO BE USED AS FILL AS NEEDED. DISPOSE OFEXCAVATE (CORE-IN) CAMP PADS AND LIVING SPACES TO A DEPTH OF CLEAR AND GRUB TREES AS SHOWN ON PLAN (TO BE HAULED OFF SITE). NOTES:
DETAILS
SHEET OF
BAO
8 10
UTILITIES FOR CABINS, SHOWER, AND CAMPGROUND
DATEDRAWN BYTITLE
TAMACOUNTY PROJ. NO.PROJECT
CURB BOX
(CONCRETE)
15" SQ X 6" DEPTH
BRICK BASE
ENGINEERING FABRIC
WRAP WITH
NOT TO SCALE
R=25’
R=25’ R=25’
CC
4"
4"
FROST LINE
TRAP BELOW
C
C
C
NOT TO SCALE
CONNECTION
SANITARY SEWER
VEHICLE TO
RECREATIONAL
C
C
C5’ MIN. - 7’ M
AX.
ED
GE
OF
TH
E SIT
E
NOT TO SCALE
UTILITY LOCATIONS
SINGLE BACK-IN SITE
C
CC
C
NOT TO SCALE
YARD HYDRANT DETAIL
-
IOWA DEPARTMENT OF NATURAL RESOURCES
FAX (863) 853-9348TOLL FREE (800) 648-6977LAKELAND, FL 33804-1297P.O. BOX 91297MWSS, INC.4" MODEL X104T BY: SELF-CLOSING SEWER CAP
24" SQUARE
4" P.C.C. APRON
SLOPE (TYP.)
1 / 2" PER FT.
GROUNDLINE
GRAVEL BASE
SEAL WITH APPROVED MATERIAL
FROST EXPANSION SLEEVE
4" PVC SEWER PIPE
BELOW FROST LINE (4’-0" MIN.)
4" PVC SEWER PIPE LATERAL
C
CC
CC
BAO APRIL 2010
10-03-86-05
109
DETAILSTITLE DRAWN BY DATE
PROJECT COUNTY PROJ. NO.
SHEET OF
INSTALLATION)
(INCIDENTAL TO HYDRANT
2’-0" X 3’ -0" X 6" THK
CONCRETE SPLASH PAD
WORD "WATER" ON COVER
CONCRETE SLAB
1’-3" SQ. X 6" THICK
PREVENTER
BACKFLOW
DIVERTER
28-1/2"
C
C
C
C
C
C
BARRIER
6 MIL POLY.
(INCIDENTAL TO HYDRANT INSTALLATION)
1/2" GRAVEL AS DIRECTED BY THE ENGINEER
3’ DIA. X 2.5’ + DEEP DRAIN PIT - FILL WITH
3"
C
C
2’-0"
C
C
C
CC
FILTER FABRIC
WRAP GRAVEL DRAIN PIT WITH AN APPROVED
NOTE:
DEPTH
4’-0" BURY
EXISTING GROUNDLINE
EARTH BACK-FILL
EQUAL (5’-0" BURY DEPTH)
WOODFORD MODEL Y2 OR AN APPROVED
DRAINING FREEZELESS YARD HYDRANT,
BACKFLOW PROTECTED, AUTOMATIC
C C
C
3’-0"C
C
5’-0"C
CVARIESC
C
W/SERVICE SADDLE OR TEE
CORPORATION STOP
C
CURB BOX
CURB STOP
COVER
4’-0" MIN.
C
BRICK BASE
TUBING
WATER SERVICE
C
C
C
C
TAMAUTILITIES FOR CABINS, SHOWER, AND CAMPGROUND
5’
10’
RV ELECTRI
CAL HOOK-
UP
RV-SAN.
SEW. H
OOK-UP
WATER HYDRANT
WRAP WITH ENGINEERING FABRIC
C
IOWA DEPARTMENT OF NATURAL RESOURCES
SHOWER STUB-UP
UTILITIES FOR SHOWER, CABINS, AND CAMPGROUND
BAO APRIL 2010
10-03-86-05TAMA
10 10OFSHEET
DATEDRAWN BY
PROJ. NO.COUNTY
TITLE
PROJECT
DNR.
BUILDING INSTALLED BY
PRECAST CONCRETE SHOWER
THEIR INTENDED LOCATION
1" HORIZONTAL DISTANCE OF
UTILITIES SHALL BE WITHIN
SHOWER. STUBBED UP
STUB-UP UTILITIES FOR
CONTRACTOR TO PROVIDE
IS SET IN PLACE.
BUILDING AFTER BUILDING
STUBBED IN UTILITIES TO
CONTRACTOR TO HOOK UP
REQUIRED
TRAP PRIMERS ARE NOT
BY OTHERS
BY OTHERS