HomeMy WebLinkAboutSITE PLAN 6/17/2020 REV 8 - 19-00479 - 12th W & Hwy 33 - SITE PLAN12TH WEST PROPERTIES
REXBURG WEST, DIVISION 1
JUNE 2020
PROJECT LOCATION
LOCATION MAP
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SCALE:
SITE PLAN
1"= 200'
0
SCALE: 1" =
200'200'
200'
100'
EW
DSH LIVING TRUST
16.25 ACRES
SANITARY SEWER 16,000 GPD
12TH WEST DEVELOPMENT ONE
19.32 ACRES
SANITARY SEWER 19,000 GPD
ROBERT ERICKSON
36.45 ACRES
SANITARY SEWER 36,000 GPD
TITLEIST LLC
5.87 ACRES
12TH WEST
DEVELOPMENT ONE
10.68 ACRES
ALD HOLDINGS LLC
2.5 ACRES
ALD HOLDINGS LLC
2.5 ACRES
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LIKELY LIMIT OF
GRAVITY SEWER
LIKELY LONG-TERM LOCATION
OF CITY SEWER LIFT STATION
EXISTING LIFT STATION
PRIVATE OWNER
LIKELY SHORT-TERM/TEMPORARY
LOCATION OF LIFT STATION
WITHOUT OTHER LANDOWNER
PARTICIPATION
EXISTING 14" DIP WATER LINE
CONSTRUCTION NOTES
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JOSHUA R FULLMER
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0.92 ACRES
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SEE SHEET C-SP-2
FUTURE DOUBLE DIAMOND
INTERCHANGE
MATT GRIFFETH
1.27 ACRES TOTAL
BALANCE OF LOTS
12TH WEST
DEVELOPMENT, LLC
EXISTING 12" GRAVITY
SEWER MAIN
EXISTING 4" PRESSURE
SEWER MAIN
R30.00'
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////////////////////////
///
///////////////
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
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15
+
0
0
16
+
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10+00 11+00 12+00 13+00 13+61
20+89
10+00
11
+
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+
0
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CON
CO
N
CO
N
CO
N
CON
CON CON
C
O
N
C
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C
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CON CON CON CON CON
CON
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48564856
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STATION=11+47.91
CATCH BASIN AND
INFILTRATOR SYSTEM
N:788003.83
E:748322.60
DYH
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SITE PLAN
1"= 40'
12 WEST DEVELOPMENT ONE, LLC
IN. 382701 10.96 ACRES
HIGHWAY 33
0
SCALE: 1" =
50'50'
50'
25'
EW
ALD HOLDINGS LLC
2.50 ACRES
ALD HOLDINGS LLC
2.50 ACRES
12TH WEST DEVELOPMENT ONE
19.32 ACRES
GO INVESTMENTS LC
1.10 ACRES
DAVID A CHRISTENSEN
0.49 ACRES
ROBERT LYNN CASPER
0.49 ACRES
DUFFY & CONNIE
ENTERPRISES LLC
0.62 ACRES
DAVID A CHRISTENSEN
1.49 ACRES
GO INVESTMENTS LC
0.37 ACRES
FIRE HOLE DRIVE
SAWTELLE AVENUE
PA
H
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B
O
U
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A
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SEE SECTION 1 ON C-DT-01 FOR
CROSS SECTION OF SAWTELLE
AVENUE
SEE SECTION ON C-DT-01 FOR CROSS
SECTION OF FIRE HOLE DRIVE
SEE SECTION 5 ON C-DT-01 FOR
CROSS SECTION OF PAHSIMEROI
BOULEVARD
SEE SECTION 6 ON C-DT-01 FOR
CROSS SECTION OF 12TH WEST
SEE SHEET C-SP-04 FOR MAIN
STREET IMPROVEMENTS AND
SECTION ON SHEET C-DT-01 FOR
CROSS SECTION OF MAIN STREET.
STA 351+01.90 HWY33 =
STA 7+07.42 12TH WEST
CURRENT PROJECT WILL
CONSTRUCT THE SOUTH
1/2 OF FIRE HOLE DRIVE29.00'
68.00'
44.00'
26.50'
15.00'
25.00'
13.00'
13.00'
9.00'
7.00'
68.00'
68.00'
SEE SHEET C-SP-03 FOR
PLAN OF MEDIAN ISLAND
12
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CONSTRUCTION NOTES
GENERAL INFORMATION, JURISDICTION, ZONING
A.JURISDICTION CITY OF REXBURG, IDAHO
B.SUBDIVISION 12TH WEST DEVELOPMENT
C.BLOCK AND LOT NO.(S)NA
D.PUBLIC LAND SURVEY SYSTEM SW ¼, SEC. 24, TWP 6N, RNG 39E. B.M.
E.LATITUDE AND LONGITUDE 43º49'29” N. 111º49'01” E.
F.CITY ZONING COMMUNITY BUSINESS CENTER, CBC
G.CITY OVERLAY ZONE NONE
APPLICABLE CODES
H.CITY OF REXBURG COMPREHENSIVE PLAN 2014
I.CITY OF REXBURG DEVELOPMENT CODE - FEBRUARY 2019
J.IDAPA 58.01.08 PUBLIC DRINKING WATER SYSTEMS CURRENT
K.IDAPA 58.01.16 WASTE WATER RULES CURRENT
L.BUILDING CODES
a.INTERNATIONAL BUILDING CODE (IBC)2012
b.INTERNATIONAL MECHANICAL CODE (IMC)2012
c.INTERNATIONAL ENERGY CONSERVATION CODE (IECC)2012
d.INTERNATIONAL FIRE CODE (IFC)2012
COMMUNITY BUSINESS CENTER
THE COMMUNITY BUSINESS CENTER ZONE IS ESTABLISHED TO PROVIDE
AN AREA IN WHICH A GENERAL SHOPPING CENTER FACILITY CAN BE
ESTABLISHED TO SATISFY THE SPECIALLY SHOPPING NEEDS OF A
COMMUNITY OR A GROUP OF NEIGHBORHOODS.
THE FOLLOWING ZONING INFORMATION WAS GLEANED FROM THE
DEVELOPMENT CODE OF THE JURISDICTION AND IS PROVIDED FOR
CONVENIENCE. FOR CLARIFICATION, ALL QUESTIONS SHOULD REFER TO
THE CURRENT DEVELOPMENT CODE AVAILABLE FROM THE RESPECTIVE
JURISDICTION.
M.STREET ACCESS ADJACENT TO MAJOR THOROUGHFARES OR
COLLECTOR STREETS.
N.PERMITTED USE GROUP HOUSING (HOTEL) - CUP
CARE FACILIITES (HOSPITAL, OUTPATIENT) - P
SCHOOLS - P
ENTERTAINMENT - P
FOOD - P
RETAIL - P
MEDICAL - P
OFFICE - P
O.MINIMUM LOT SIZE 5 ACRES (SMALLER IF PART OF APPROVED PLAT)
P.MINIMUM AVERAGE LOT WIDTH 500 FEET, (NARROWER IF PART OF
APPROVED PLAT)
Q.MINIMUM STREET FRONTAGE 500 FEET (LESS IF PART OF APPROVED
PLAT)
R.PRIOR CREATED LOTS EXEMPT
EASEMENTS AND SETBACKS
S.FRONT YARD 10 FT MIN
T.SIDE YARD 10 FT MIN ABUTTING RESIDENTIAL
0 FT MIN ABUTTING COMMERCIAL/INDUSTRIAL
U.REAR YARD 0 FT MIN ABUTTING COMMERCIAL/INDUSTRIAL
BUILDINGS
V.MAXIMUM HEIGHT 65 FT
W.MINIMUM DISTANCE BETWEEN BUILDINGS 0 FT
LOT COVERAGE
X.BUILDING & PAVING COVERAGE 90%
Y.LANDSCAPING 10%
Z.CONTIGUOUS TO RESIDENTIAL ZONES 70%
AA.LANDSCAPING 10%
PUBLIC ACCESS
BB.WINTER USE TRAILS (WIDTH)22 FT. MIN.
PARKING, LOADING, AND ACCESS
CC.SCREENING
DD.BUFFER FRONT YARD 10 FT. MIN./2 FT. HIGH
EE.BUFFER EXISTING USES 5 FT. MIN.
FF.BUFFER FROM CITY ROW 10 FT. MIN.
GG.SNOW STORAGE 10%
HH.DRIVE AISLES 22 FT. MIN.
II.CONNECTIVITY REQUIRED WHERE POSSIBLE
JJ.PARKING (BUSINESS, MEDICAL)3.0 SPACES/1,000 SQ. FT. OF GROSS
FLOOR AREA
KK.PARKING (SHOPPING CENTERS)4.0 SPACES/1,000 SQ. FT. OF GROSS
FLOOR AREA
LL.PARKING (RESTAURANT)10.0 SPACES/1,000 SQ. FT. OF GROSS FLOOR
AREA
MM.PARKING JOINT USE SUBMIT A PLAN
NN.LOADING SPACES 1 PER 10,000 SQUARE FEET OF GROSS FLOOR AREA
(40' X 12')
ALD HOLDINGS LLC
2.30 ACRES
JOSHUA R FULLMER
PROPERTIES LLC
INS. 426523 LOT 2
BLOCK 1
0.44 AC.
LOT 4
BLOCK 1
0.43 AC.
LOT 1
BLOCK 1
0.90 AC.
LOT 1
BLOCK 5
0.46 AC.
LOT 3
BLOCK 1
0.40 AC.
LOT 4
BLOCK 4
0.47 AC.
MATTHEW MELVIN
GRIFFETH
INS. 426668
MATTHEW MELVIN
GRIFFETH
INS. 426669
LOT 3
BLOCK 4
0.37 AC.
LOT 2
BLOCK 4
0.37 AC.
LOT 1
BLOCK 4
0.37 AC.
LOT 4
BLOCK 3
0.50 AC.
LOT 3
BLOCK 3
0.25 AC.
LOT 2
BLOCK 3
0.25 AC.
LOT 1
BLOCK 3
0.41 AC.
LOT 5
BLOCK 2
0.34 AC.
LOT 4
BLOCK 2
0.25 AC.
LOT 3
BLOCK 2
0.25 AC.
LOT 2
BLOCK 2
0.25 AC.
LOT 1
BLOCK 2
0.41 AC.
MATTHEW MELVIN
GRIFFETH
INS. 426667
485
5
4852
4853
4854
48
5
5
4
8
5
1
48
5
2
48
5
3
48
5
4
485
4
4
8
5
4
48
5
6
48
5
7
48
5
6
4856 48
5
6
4856
4857
4857
//
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///////////////
SD
SD
SD
SD
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
10+00 11+00 12+00 13+00 13+61
20+89
10+00
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16+00 17+00 18+00 19+00 20+00
0+
0
0
1+
0
0
2+
0
0
2+
7
8
H
Y
D
H Y D
25
+
0
0
26
+
0
0
27
+
0
0
28+00 29+00 29+41
4855
4855
485
5
48564856
4856
DYH
H
Y
D
STATION=11+47.91
CATCH BASIN AND
INFILTRATOR SYSTEM
N:788003.83
E:748322.60
CP1
CP2
CP3
C9
C10
C4
TBC Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
Length
4.85
4.88
27.83
23.20
46.63
47.61
47.03
47.22
58.13
127.25
47.11
47.13
47.20
48.70
Radius
2.00
2.00
49.33
50.33
30.00
30.00
30.00
30.00
37.00
81.00
30.00
30.00
30.00
30.00
Delta
138.85
139.71
32.33
26.41
89.06
90.94
89.81
90.19
90.02
90.01
89.98
90.01
90.15
93.01
Chord Direction
S21° 30' 00"E
N19° 13' 11"E
S34° 28' 10"E
N34° 43' 12"E
N44° 32' 26"E
S45° 27' 32"E
S44° 55' 00"W
N45° 05' 02"W
S45° 10' 04"E
S45° 10' 15"E
S44° 49' 56"W
N45° 10' 15"W
S44° 44' 50"W
N43° 38' 33"W
Chord Length
3.74
3.76
27.47
23.00
42.08
42.77
42.36
42.49
52.33
114.56
42.42
42.43
42.48
43.53
C
8 C7
C12 C11
C1 C2
C
3
C13
C
6C5
C1
4
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JUNE 2020
12
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C-SP-03
HA
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SCALE:
SITE PLAN
1"= 40'
HIGHWAY 33
0
SCALE: 1" =
50'50'
50'
25'
EW
12TH WEST DEVELOPMENT ONE
19.32 ACRES CONSTRUCTION NOTES
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY
DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF
NEW OR DIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE
ENGINEER OR THE SURVEYOR.
C.HARDSCAPE CONSTRUCTION SHALL CONFORM with THE CITY OF
REXBURG, RESOLUTION 2016-15 AS WELL AS THE IDAHO DIVISON OF
PUBLIC WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION AS
FOLLOWS:
a.EARTHWORK INCLUDING EROSION CONTROL DIVISION 200
b.TRENCHING DIVISION 300
c.CONCRETE DIVISION 700
d.AGGREGATES AND ASPHALT DIVISION 800
e.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES
DIVISION 1000
f.TRAFFIC CONTROL DIVISION 1100
g.MISCELLANEOUS DIVISION 2000
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7
- STANDARD CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG
STANDARD DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD
DETAILS, SHEET 7 - TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7
- COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS
DRAIN DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION
FROM THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON
PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER
ISPWC SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS
PRESENTED ON SHEET C-DT-01.
TEMPORARY APPROACH AND
ACCESS ROAD.
ROAD WILL NOT BE CONSTRUCTED
IF SAWTELLE AVENUE IS
CONSTRUCTED PRIOR TO NEEDING
THE TEMPORARY ACCESS
FIRE HOLE DRIVE
SAWTELLE AVENUE
PA
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1
2
2
2
6
8
9
9
9
9
9
9
11
2
2 10
10
10
10
10
SEE SECTION 1 ON C-DT-01 FOR
CROSS SECTION OF SAWTELLE
AVENUE
SEE SECTION 12 ON C-DT-01 FOR
CROSS SECTION OF FIRE HOLE DRIVE
SEE SECTION 1 ON C-DT-01 FOR
CROSS SECTION OF SAWTELLE
AVENUE
SEE SECTION 5 ON C-DT-01 FOR
CROSS SECTION OF PAHSIMEROI
BOULEVARD
SEE SECTION 6 ON C-DT-01 FOR
CROSS SECTION OF 12TH WEST
SEE SHEET C-SP-04 FOR MAIN
STREET IMPROVEMENTS AND
SECTION 8P ON SHEET C-DT-01
FOR CROSS SECTION OF MAIN
STREET.
STA 351+01.90 HWY33 =
STA 7+07.42 12TH WEST
CURRENT PROJECT WILL
CONSTRUCT THE SOUTH
2/3 OF FIRE HOLE DRIVE
2 10
68.00'
44.00'
15.00'
25.00'
13.00'
13.00'
9.00'
7.00'
68.00'
15.04'
68.00'
STORM DRAIN
INFILTRATOR (TYPICAL)
SEE SHEET C-GD-01
STORM DRAIN
INFILTRATOR (TYPICAL)
SEE SHEET C-SP-04 FOR
PLAN OF MEDIAN ISLAND
12
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5
5
7
CONTROL POINTS
CONTROL #1
DEA BRASS CAP
NORTHING-787291.23
EASTING-748226.705
ELEVATION-4855.25
CONTROL #2
REBAR WITH PLASTIC CAP
NORTHING-787245.16
EASTING-748420.52
ELEVATION-4855.90
CONTROL #3
REBAR WITH PLASTIC CAP
NORTHING-787220.76
EASTING-748923.43
ELEVATION-4855.87
SEE SHEET C-SP-04 FOR 12TH
WEST IMPROVEMENTS AND
SECTION ON SHEET C-DT-01 FOR
CROSS SECTION OF 12TH WEST.
3
210
2 10
210
STREET LIGHT (TYPICAL)
SEE SHEET C-LP-01
FIRE HYDRANT (TYPICAL)
SEE SHEET C-UT-01
SANITARY SEWER MANHOLE
(TYPICAL) SEE SHEET C-UT-01
29.07'
29.00'
2 10
F
M
F
M
F
M
F
M
F
M
F
M
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SD
SD
SD
S
S
T T T T T T T T T T T T T T T T T T T T T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
T
T
T
T
T
T
T
T T
T
T
T
T
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
SD
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
H
Y
D
CON CON
CO
N
CO
N
CO
N
CO
N
CO
N
CON CON
C
O
N
CON CON CON CON CON CON CON CON
PROPOSED 21 LF 12" PIPE
PROPOSED 4 LF 12" PIPE
H
Y
D
S
S
STA:7+44.19
DROP INLET
58.56' RT (EAST)
N:787202.15
E:748236.12
STA:9+10.99
DROP INLET
33.96' RT (EAST)
TOG 4856.75
IE E. OUT 4850.22 12" E HDPE
BE: 4850.22 STA:9+11.05
SD MH, TYPE C
37.71 RT. (EAST)
IE IN 4853.12 12" W
IE IN 4845.76 24" S
IE OUT 4845.76 24" N
12TH WEST STA: 12+05.18
MAIN STREET STA:351+39.73
SD MH, TYPE C
35.73' LT. (EAST)
N:787201.50
E:748214.94
PROPOSED 5 LF 12" PIPE
STA:356+58.67
INFILTRATOR MANHOLE
N:787227.40
E:748733.53
STA:357+38.91
INFILTRATOR MANHOLE
N:787228.26
E:748813.76
SAWCUT ON EXISTING WHITE
LINE AS FAR AS PRACTICABLE
SAWCUT ON EXISTING WHITE LINE
CONSTRUCT TEMPORARY APPROACH
PER DETAIL xxxxx-xx
STA 351+01.90 HWY 33 =
STA 7+07.42 12TH WEST
FURNISH AND INSTALL MANHOLE LID,
RING, AND COVER, ADJUST TO GRADE FURNISH AND INSTALL MANHOLE LID,
RING, AND COVER, ADJUST TO GRADE
FURNISH AND INSTALL MANHOLE LID,
RING, AND COVER, ADJUST TO GRADE
RIGHT OF WAY LINE34.00'
42.67'
65.00'
43.00'
4.32'
BOUNDARY BETWEEN
MAIN STREET AND 12TH
WEST CONSTRUCTION
STANDARDS
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12
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12
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IN
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P
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SCALE:
SITE PLAN
1"= 30'
0
SCALE: 1" =
30'30'
30'
15'
EW
CONSTRUCTION NOTES
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND
SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF NEW OR
DIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER OR THE
SURVEYOR.
C.HARDSCAPE CONSTRUCTION SHALL CONFORM with THE CITY OF REXBURG,
RESOLUTION 2016-15 AS WELL AS THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION AS FOLLOWS:
a.EARTHWORK INCLUDING EROSION CONTROL DIVISION 200
b.TRENCHING DIVISION 300
c.CONCRETE DIVISION 700
d.AGGREGATES AND ASPHALT DIVISION 800
e.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES DIVISION 1000
f.TRAFFIC CONTROL DIVISION 1100
g.MISCELLANEOUS DIVISION 2000
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD CURB
& GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - TWO
DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL &
MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG STANDARD
DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS, STANDARD DETAILS,
SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT AVAILABLE).
CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND DIMENSIONS SHALL BE 12”
WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM THE
CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF REXBURG
STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED ON SHEET
C-DT-01.
#
9
24' TEMPORARY ACCESS
1
9 5' SIDEWALK
2
2
9 5' SIDEWALK
1
2
1
9 5' SIDEWALK
1
2
55
8 12' BIKE PATH812' BIKE PATH
1
5' SIDEWALK
5' SIDEWALK 9
HIGHWAY 33
SAWTELLE AVENUE
PA
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12
C-DT-01
6
C-DT-01
1
C
-
D
T
-
0
1
47.7'
77.3'
8
C
-
D
T
-
0
1
57.59'
125.00'
2.11'2.81'
7.89'
34.00'34.00'
KEYED NOTES - ITD STANDARDS
ITD1.CONSTRUCT APPROACH PER ITD STANDARD DRAWNIG 405-1 RURAL
APPROACHES WHERE APPLICABLE. FOR EXAMPLE, MAINTAIN SKEW,
CLEARZONE, SLOPES, APPROACH PROFILE, DRAINAGE, AND OTHER
DESCRIBED ELEMENTS ARE WITHIN ACCEPTABLE LIMITS WHERE
APPLICABLE AND PRACTICABLE.
ITD2.FURNISH AND CONSTRUCT PIPE AND CONDUIT INCLUDING TRENCHING
PER ITD STANDARD DRAWING 601-1 PIPE AND CONDUIT INSTALLATION.
ITD3.FURNISH AND INSTALL STORM DRAIN MANHOLE, TYPE C, PER ITD
STANDARD DRAWING 605-12 WITH GRADE RINGS, FRAME, COVER, AND
CONCRETE COLLAR PER ITD STANDARD DRAWING 605-13.
ITD4.FURNISH AND INSTALL CURB INLET TYPE 2 PER ITD STANDARD DRAWING
605-20 INLETS & CATCH BASINS TYPES 1, 2 & 3.
ITD5.CONSTRUCT VERTICAL SURFACE DISCONTINUITY PER ITD STANDARD
DRAWNIG 614-1 SIDEWALKS.
ITD6.FURNISH AND CONSTRUCT PERPENDICULAR CURB RAMP WITH
DETECTABLE WARNING SURFACE PER ITD STANDARD DRAWING 614-3
CURB RAMPS.
ITD7.FURNISH AND CONSRUCT CURB AND GUTTER TYPE 1 PER ITD STANDARD
DRAWNIG 615-1.
ITD8.FURNISH AND CONSTRUCT CURB TYPE 3 PER ITD STANDARD DRAWNIG
615-1.
ITD9.FURNISH AND CONSTRUCT TRAFFIC SEPARATOR TYPE 2 PER ITD
STANDARD DRAWNIG 615-1
ITD10.FURNISH AND CONSTRUCT GUTTER TYPE 1 PER ITD STANDARD DRAWNIG
615-1
ITD11.FURNISH AND CONSTRUCT CURB TERMINUS PER ITD STANDARD
DRAWING 615-1
ITD11
ITD6 ITD6
ITD5
28 28
ITD7
ITD7
ITD8
ITD4ITD4
ITD2
ITD3
ITD4
ITD11
F
M
F
M
F
M
F
M
F
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F
M
//
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/
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///////////////////////////////////////
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///
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G
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G
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G
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351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00
7+
0
0
8+
0
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9+
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3/
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C-SP-05
MA
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ST
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P
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A
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SCALE:
SITE PLAN
1"= 30'
CONSTRUCTION NOTES
A.PERFORM SIGN INSTALLATION IN ACCORDANCE WITH THE ITD 2018 STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SECTION 616 - SIGNS AND SIGN
SUPPORTS.
B.PERFORM DELINEATOR AND MILEPOST INSTALLATION IN ACCORDANCE WITH THE ITD
2018 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SECTION 617 -
DELINEATOR AND MILEPOST ASSEMBLIES.
C.EXISTING POSTS AND SIGNS SHALL BE REMOVED BY THE CONTRACTOR. EXISTING
TRAFFIC REGULATION SIGNS SHALL BE PLACED ON TEMPORARY STANDS DURING
CONSTRUCTION.
D.ALL PAINTED PAVEMENT MARKINGS SHALL BE COMPLETED BY THE CONTRACTOR AND
CONSIST OF 8-INCH CHANNELIZERS LINES, 4-INCH SOLID AND SKIP YELLOW, 4-INCH
SOLID WHITE, AND TURN ARROWS.
E.OBLITERATE EXISTING 4-INCH FOG LINES AND 4-INCH YELLOW CENTER LINE MARKINGS.
WHERE DESIGNATED
ROADWAY GEOMTERICS
F.HIGHWAY 20 IS CLASSIFIED AS A PRINCIPAL RURAL ARTERIAL
G.MAIN STREET TO 12TH WEST DECELERATION/TURN LANE
a.SPEED LIMIT 45 MPH
b.TOTAL DISTANCE 497 FEET
c.L1, PERCEPTION DISTANCE 162 FEET
d.L2, DECELERATION DISTANCE (TAPER)184 FEET
e.L3, DECELERATION DISTANCE 61 FEET
f.STORAGE DISTANCE 90 FEET
g.TAPER 13.5:1
H.MAIN STREET TO PAHSIMEROI BLVD. DECELERATION DECELERATION/TURN LANE
a.SPEED LIMIT 45 MPH
b.TOTAL DISTANCE 289 FEET
c.L1, PERCEPTION DISTANCE 56 FEET
d.L2, DECELERATION DISTANCE (TAPER)154 FEET
e.L3, DECELERATION DISTANCE 79 FEET
f.STORAGE DISTANCE 0 FEET
g.TAPER 12.8:1
I.12TH WEST TO TEMPORARY ACCESS DECELERATION/TURN LANE
a.SPEED LIMIT 45 MPH
b.TOTAL DISTANCE 344 FEET
c.L1, PERCEPTION DISTANCE 0 FEET
d.L2, DECELERATION DISTANCE (TAPER)198 FEET
e.L3, DECELERATION DISTANCE 146 FEET
f.STORAGE DISTANCE 0 FEET
g.TAPER 20:1
J.WEST TO FIRE HOLE DRIVE DECELERATION/TURN LANE
a.SPEED LIMIT 45 MPH
b.TOTAL DISTANCE 490 FEET
c.L1, PERCEPTION DISTANCE 200 FEET
d.L2, DECELERATION DISTANCE (TAPER)0 FEET
e.L3, DECELERATION DISTANCE 290 FEET
f.STORAGE DISTANCE 0 FEET
g.TAPER 0:1
1
STA 351+01.90 HWY 33 =
STA 7+07.42 12TH WEST
STA 354+84
OFF 40.83 L
END TAPER
HIGHWAY 33
RIGHT OF WAY LINE
8
C
-
D
T
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0
1
CHANNELIZED
INTERSECTION: RIGHT
IN,RIGHT OUT. SEE SHEET
C-DT-02
STA 353+00
OFF 34.00' L
BEGIN TAPER
(MATCH EXISTING
BEGINNING OF TAPER)
START 4" WHITE STRIPE
STATION=354+84
OFFSET=19+39L
BEGIN TAPER 4" WHITE STRIPE
STATION=359+83
OFFSET= 19.50
STATION=358+29
END TAPER FOR 4" WHITE
FOG LINE
OFFSET=40.83 L
BEGIN 4" WHITE STRIPE
STATION=357+50
OFFSET=40.83 LEND 4" WHITE STRIPE
STATION=356+46
OFFSET= 40.83 L
KEYED NOTES - ITD STANDARDS
ITD12.FURNISH AND CONSTRUCT 2” X 2” SIGN POST PER ITD STANDARD DRAWING
616-7 BREAKAWAY STEEL SIGN POSTS TYPE E.
ITD13.FURNISH AND INSTALL STOP SIGN (R1-1) PER ITD STANDARD DRAWING I-12-A
STANDARD REGULATORY SIGNS.
ITD14.RELOCATE EXISTING STOP SIGN IF NECESSARY. INSTALL PER ITD STANDARD
DRAWING 616-7
ITD15.FURNISH AND INSTALL YIELD SIGN (R1-2) PER ITD STANDARD DRAWING I-12-A
STANDARD REGULATORY SIGNS.
ITD16.FURNISH AND INSTALL NO LEFT TURN SIGN (R3-IL) PER ITD STANDARD
DRAWING I-12-A STANDARD REGULATORY SIGNS.
ITD17.FURNISH AND CONSTRUCT 4-INCH SOLID WHITE FOG LINE.
ITD18. FURNISH AND CONSTRUCT DASHED WHITE LINE.
ITD11
ITD17
ITD16ITD18
ITD17
ITD17
EW
0
SCALE: 1" =
30'30'
30'
15'
ITD12ITD14
STATION= 356+46
OFFSET= 46.02
ITD11 ITD12ITD13ITD12
EXISTING STRIPING
EXISTING STRIPING
16.00' LEFT THROUGH LANE
12.00' RIGHT TURN LANE
12.00' MERGING LANE
12.00' THROUGH LANE
12.00' THROUGH LANE
12.00' THROUGH LANE
12.00' LEFT TURN LANE
16.00' THROUGH LANE
12.00' RIGHT TURN LANE
12.55' MEDIAN
12.00' THROUGH LANE
12.00' MERGING LANE
4.00' SHOULDER
12.00' RIGHT TURN LANE
12.00' THROUGH LANE
12.00' LEFT TURN LANE
16.00' THROUGH LANE
12'
14'
14'
EXISTING STRIPING
OBLITERATE EXISTING FOG LINE
FROM BEGINNING OF TAPER ON
ACCELERATION LANE TO END OF
TAPER ON DECELERATION LANE
STA 351+49
BEGIN 4" WHITE FOG LINE
OFF 34.62' L
FURNISH AND INSTALL STREET SIGN
AND STOP SIGN AT NORTH END OF
PAHSIMEROI BLVD PER CITY OF
REXBURG REQUIREMENTS
4.00' SHOULDER
4.00' SHOULDER
ITD18
ITD18
FURNISH AND INSTALL STREET SIGN
AND STOP SIGN AT NORTH END OF
SAWTELLE AT INTERSECTION OF
SAWTELLE DRIVE AND FIRE HOLE
DRIVE PER CITY OF REXBURG
REQUIREMENTS
FURNISH AND INSTALL STREET SIGN
AND STOP SIGN AT AT INTERSECTION
OF 12TH WEST AND FIRE HOLE DRIVE
PER CITY OF REXBURG
REQUIREMENTS
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
S
S
T T T T T T T T T T T T T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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G
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T T T
T
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STA 12+13
OFF 49.5' LT
STA 11+03
OFF 49.5' LTSTA 11+06
OFF 49.5' LT
STA 12+19
OFF 49.5' LT
STA 13+00
OFF 49.5' LT
STA 12+96
OFF 49.5' LT
STA 14+09
OFF 49.5' LT
STA 14+07
OFF 49.5' LT
STA 15+16
OFF 49.5' LT
ST
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3
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2
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+
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8
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F
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0
.
0
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R
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ST
A
2
0
+
2
2
OF
F
1
8
.
0
'
L
T
ST
A
1
9
+
1
5
OF
F
1
8
.
0
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L
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ST
A
1
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+
3
5
OF
F
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8
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PR
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1
9
BE
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FI
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N
3/
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0
BE
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CO
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C-UT-01
UT
I
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P
L
A
N
0
SCALE: 1" =
50'50'
50'
25'
EW
SCALE:
UTILITY PLAN
1"= 40'
PROPOSED 4' Ø MANHOLE
RIM 4856.37
INV. S 4846.06
INV. N 4845.96
PROPOSED 4' Ø MANHOLE
RIM 4857.44
INV. S 4846.85
INV. N 4846.95
INV. E 4846.95
PROPOSED 4' Ø MANHOLE
RIM 4855.76
INV. W 4845.60
INV. E 4845.50
PROPOSED 4' Ø MANHOLE
RIM 4855.77
INV. W 4846.76
INV. E 4846.66
PROPOSED 4' Ø MANHOLE
RIM 4855.75
INV. E 4843.77
INV. W 4843.77
INV. S 4843.67
PROPOSED 271 LF 8" PIPE PROPOSED 264 LF 8" PIPE
PROPOSED 20 LF 8" PIPE STUB
PR
O
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D
2
6
0
L
F
8
"
P
I
P
E
PR
O
P
O
S
E
D
3
6
6
L
F
8
"
P
I
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PR
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P
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2
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F
8
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P
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E
PROPOSED WATER VALVE
PROPOSED 4' Ø MANHOLE
RIM4856.20
INV. N 4844.47
INV. E 4844.47
INV. W 4844.37
PROPOSED WATER VALVE
PROPOSED WATER VALVE
PROPOSED WATER VALVE
EXISTING MANHOLE
RIM 4856.02
INV. NE 4842.37
CONSTRUCTION NOTES
A.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO CENTERLINE UNLESS
OTHERWISE NOTED.
B.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
C.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE
FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH OTHER ASPECTS OF THE PROJECT.
D.THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN ALL EXISTING
WATER LINES AND NEW SEWER LINES EXCEPT WHERE WATER AND SEWER LINES CROSS AT
APPROXIMATELY RIGHT ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE
MAINTAINED.
E.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS OTHERWISE SHOWN ON THE
PLANS, SHALL BE FIVE (5) FEET.
F.THE CONTRACTOR SHALL INVESTIGATE GROUNDWATER CONDITIONS PRIOR TO CONSTRUCTION AND
SHALL BE RESPONSIBLE FOR ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT.
G.UTILITY INSTALLATION SHALL CONFORM WITH THE CITY OF REXBURG, RESOLUTION 2016-15 AS WELL AS
THE IDAHO DIVISION OF PUBLIC WORKS STANDARDS FOR PUBLIC WORKS CONSTRUCTION AS FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.CULVERTS, STORM DRAIN, AND GRAVITY IRRIGATION DIVISION 600
f.CONCRETE DIVISION 700
g.AGGREGATES AND ASPHALT DIVISION 800
h.CONSTRUCTION STORM WATER BEST MANAGEMENT PRACTICES DIVISION 1000
i.MISCELLANEOUS DIVISION 2000
CULINARY WATER
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE SHALL COMPLY WITH
NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
I.MINIMUM WATER MAIN SIZE SHALL BE 8-INCH DIAMETER, UNLESS A 6-INCH LINE IS SPECIFICALLY
APPROVED BY THE CITY ENGINEER.
J.WATER SERVICE STUB OUTS ARE TO BE PLACED AT CORNER OF THE LOT WHERE PRACTICAL. WATER
METERS AND CURB STOPS ARE TO BE PLACED WITHIN THE LANDSCAPING STRIP. THE WATER SERVICE
LINES ARE TO BE EXTENDED TO THE BACK OF THE UTILITY EASEMENT. REFER TO UTILITY LOCATION
STANDARD DRAWING.
K.FIRE FLOW REQUIREMENTS, FIRE HYDRANT SPACING AND RELATED WATERLINE SIZE(S) SHALL BE AS
REQUIRED IN THE INTERNATIONAL FIRE CODE FOR ZONES OR DEVELOPMENTS.
L.GRIDDED AND/OR LOOPED WATER MAINS ARE TO BE INSTALLED WHENEVER POSSIBLE. SIX (6) -INCH
MAINS MAY HAVE UP TO THREE HUNDRED (300) FEET OF DEAD END SERVICE WITH ONE STANDARD FIRE
HYDRANT; EIGHT (8) -INCH OR LARGER MAINS, UP TO FIVE HUNDRED (500) FEET OF DEAD-END SERVICE
WITH UP TO TWO (2) STANDARD FIRE HYDRANTS OR ONE STANDARD FIRE HYDRANT AND ONE FIRE
SPRINKLER SYSTEM ON THE DEAD-END. FLUSH HYDRANTS ARE NOT ALLOWED IN PLACE
M.WATER MAINS SHALL BE VALVED AT INTERSECTIONS AND OTHER LOCATIONS SO THAT NOT MORE THAN
600-FOOT-LONG SEGMENT OF WATER MAIN HAS TO BE TAKEN OUT-OF-SERVICE TO PROVIDE NEEDED
MAINTENANCE / REPAIR WORK. ADDITIONAL VALVING MAY BE REQUIRED FOR CONSTRUCTION AND
TESTING PURPOSES.
N.WATER MAINS SHALL BE STUBBED-OUT TO THE EDGES OF DEVELOPING PROPERTY TO ALLOW FOR
FUTURE WATER MAIN SERVICE TO ADJACENT PROPERTY AND TO PROVIDE THE REQUIRED LOOPING /
GRIDDING OF THE OVERALL WATER MAIN SYSTEM.
O.WATER LINE STUB-OUTS TO BE BALL-TYPE CORPORATION AND CURB STOP ADAPTER, POLY-BY-FEMALE
METAL PIPE, AND RATED AT 300 PSI MINIMUM WORKING PRESSURE. APPROVED WATER LINE MATERIALS
ARE CLASS 200 PSI POLYETHYLENE PIPE.
P.RED FIRE HYDRANT TO BE MUELLER, WATEROUS, OR CLOW BRANDS WITH KOCHEK (MODEL
SZMC5054-3-Y STORZ ADAPTER OR APPROVED EQUAL.
Q. WATER MAIN VALVES TO BE RESILIENT WEDGE GATE VALVES FOR 10” AND SMALLER DIAMETER PIPES
AND BUTTERFLY VALVES FOR LARGER DIAMETER PIPES RATED AT 250 PSI OR MORE WORKING
PRESSURE. DOUBLE DISC GATE VALVES WILL NOT BE ACCEPTED.
WATER LINE TESTING
R.WATER LINE TESTING SHALL BE IN ACCORDANCE WITH THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015.
a.PERFORM ALL TESTING IN THE PRESENCE OF THE CITY ENGINEER OR HIS ASSIGNED AGENT.
b.A SIGNED “LETTER OF ACCEPTANCE” FROM THE CITY WILL BE REQUIRED PRIOR TO FINAL SURFACE
RECONSTRUCTION (I.E. PAVING, LANDSCAPING, ETC.) KEYED NOTES
SANITARY SEWER
S.MANHOLES SHALL BE NO MORE THAN 400 FEET APART OR PER ISPWC.
T.AT MANHOLES, PIPES OF DIFFERING DIAMETERS SHALL BE LOCATED (VERTICALLY) SO AS TO MATCH
THEIR 0.6 DIAMETER POINTS.
U.MINIMUM PIPE GRADES SHALL BE PER THE IDAPA.
V.SEWER MAINS SHALL BE STUBBED OUT TO THE EDGES OF DEVELOPING PROPERTY TO ALLOW FOR
FUTURE SEWER MAIN SERVICE TO ADJACENT PROPERTY. SEWER MAINS SHALL BE KEPT AS DEEP AS
PRACTICAL SO AS TO PROVIDE THE POSSIBILITY OF SEWER SERVICE TO AS LARGE AN AREA AS
POSSIBLE.
SANITARY SEWER TESTING
W.SEWER LINE TESTING SHALL BE IN ACCORDANCE WITH THE IDAHO DIVISION OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015.
a.PERFORM ALL TESTING IN THE PRESENCE OF THE CITY ENGINEER OR HIS ASSIGNED AGENT.
b.PIPE CLEANING
1)AFTER THE PIPE ENDS HAVE BEEN GROUTED ACCORDING TO ISPWC DIVISION 500 SECTION
502.3.5 AND PRIOR TO CCTV INSPECTION, THE COMPLETED PIPELINE WILL BE CLEANED WITH A
HYDRO CLEANER BY A CITY CREW ACCORDING TO ISPWC DIVISION 500 SECTION 501.3.4.
c.CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION ACCEPTANCE CRITERIA.:
1)NO VISIBLE STANDING WATER IN PIPELINE CAUSED BY GRADE DEFECTS
2)NO PIPELINE STRUCTURAL DEFECTS OBSERVED
3)NO PIPELINE INSTALLATION DEFECTS OBSERVED
4)NO INFILTRATION OBSERVED
5)CCTV SEWER LINE INSPECTION WILL BE DONE BY A CITY CREW
6)CCTV SEWER LINE INSPECTION IS TO BE DONE AFTER BACKFILL AND COMPACTION, BUT PRIOR TO
SURFACE CONSTRUCTION (I.E.: PAVING, LANDSCAPING, ETC.). UNCOVER AND REPAIR OR
REINSTALL SECTIONS OF PIPE FOUND TO HAVE DEFECTS AS DIRECTED BY THE CITY ENGINEER
OR HIS AGENTS.
7)NOTIFY THE CITY WASTEWATER DEPT. @ (208) 359-3035 AT LEAST TEN WORKING DAYS PRIOR TO
FINAL SURFACE RECONSTRUCTION TO ALLOW FOR CCTV INSPECTION TO BE DONE, REVIEWED,
AND REPAIRS TO BE DONE IF NECESSARY.
8)ANY REPAIRS WILL NEED TO BE RE-INSPECTED AFTER THE REPAIR IS COMPLETED.
9)THE COST FOR PIPE CLEANING AND CCTV INSPECTION OF THE LINES WILL BE BILLED TO THE
OWNER AT APPROVED CITY OF REXBURG BILLING RATES.
KEYED NOTES
TRENCHING
12. CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS STANDARDS FOR PUBLIC
WORKS CONSTRUCTION 2015 STANDARD DETAILS SD-301, BEDDING PER STANDARD DETAIL SD-302, AND
IN CONFORMANCE WITH SPECIFICAITON DIVISION 300.
13.CONSTRUCT FLOWABLE FILL TRENCH PER CITY OF REXBURG STANDARD DETAILS, FLOWABLE FILL
TRENCH DETAIL, SHEET 8.
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD MANHOLE TYPE A PER
ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE, CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION STOP, METER BOX, AND
METER PER CITY OF REXBURG, STANDARD DETAILS, ¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION STOP, METER BOX, AND
METER PER CITY OF REXBURG, STANDARD DETAILS, 1 WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM. CAP AND PROVIDE EITHER
RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27. FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC STANDARD DETAIL SD-406.
PROPOSED 171 LF 8" PIPE
EXISTING WATER
12" DIA PVC
24" RCP STORM DRAIN
12" DIA STORM DRAIN
S=0.25%
EXISTING SS MANHOLE
RIM 4855.92
STA 351+03.14 62.16' RT
EXISTING SD MANHOLE
STA 3550+92.11 62.26' RT
EXISTING SS MANHOLE
STA 351+40.03 28.85' RT
EXISTING SD MANHOLE
RIM 4855.95
25 THRUST BLOCKS, TYP
16
1 11 UTILITY
TRENCH, TYP
27
16
18 SS SERVICE
LATERAL, TYP
WATER
SERVICE/METER,
TYP
7THRUST
BLOCKS, TYP
16
16
21 27
12 13 UTILITY
TRENCH, TYP
26 FIRE HYDRANT,
TYP
23 WATER
SERVICE/METER, TYP
16
26 FIRE HYDRANT,
TYP
16
7
THRUST
BLOCKS, TYP
27
21 27
PROPOSED 139 LF 8" PIPE
STA 11+18
OFF 49.5' LT
STA 11+21
OFF 49.5' RT
STA 12+28
OFF 49.5' LT
STA 12+31
OFF 49.5' RT
STA 13+11
OFF 49.5' LT
STA 13+14
OFF 49.5' RT
STA 14+22
OFF 49.5' LT
STA 14+35
OFF 49.5' RT
ST
A
1
6
+
5
7
OF
F
1
8
.
0
'
L
T
ST
A
1
6
+
5
4
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T
ST
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R
T
PROPOSED GAS LOCATION PER CITY
OF REXBURG STANDARD DRAWINGS.
DESIGN DETAILS BY OTHERS.
PROPOSED POWER LOCATION PER
CITY OF REXBURG STANDARD
DRAWINGS. DESIGN DETAILS BY
OTHERS.
27
PROPOSED 4' Ø MANHOLE
RIM 4855.36
INV. N 4842.85
INV. W 4842.85
INV. SE 4842.75
16
PROPOSED 4' Ø MANHOLE
RIM 4855.36
INV. W 4842.64
INV. SW 4842.54
16
26 FIRE HYDRANT,
TYP
18 SS SERVICE
LATERAL, TYP
PROVIDE STUB TO THE WEST
PIPE AND MANHOLE WEST OF
12TH WEST BY OTHERS
DYH
PROVIDE STUB TO THE WEST
18
PROPOSED 20 LF 8" PIPE STUB
PAGE NO:
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SCALE: 1" =
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25'
EW
SCALE:
UTILITY PLAN
1"= 40'
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5
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7
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30
30
30
30
30
GRADE BREAKS
GRADE BREAKS
CONSTRUCTION NOTES
A.CLEARING AND GRUBBING SHALL BE PERFORMED PER ISPWC SECTION 201 - CLEARING AND
GRUBBING AND REMOVAL OF OBSTRUCTIONS.
B.EXCAVATION AND EMBANKMENT SHALL BE PERFORMED PER ISPWC SECTION 202 - EXCAVATION
AND EMBANKMENT
a.EMBANKMENT CONSTRUCTION CONSISTS OF THE CONSTRUCTION OF FILLS AND PLACEMENT OF
BACKFILLS WITHIN THE PROJECT LIMITS TO THE LINES, GRADES, DIMENSIONS AND THE TYPICAL
SECTIONS SHOWN ON THE CONTRACT DOCUMENTS OR AS DESIGNATED.
C.EMBANKMENT AND STRUCTURAL FILL MATERIALS SHALL BE PROVIDED PER ISPWC SECTION 203 -
SOIL MATERIALS
D.STRUCTURAL EXCAVATION, BACKFILL AND COMPACTION SHALL BE PERFORMED PER ISPWC
SECTION 204 - STRUCTURAL EXCAVATION AND COMPACTING BACKFILL.
E.DEWATERING, IF NECESSARY, SHALL BE PERFORMED PER ISPWC SECTION 205 - DEWATERING.
F.EROSION CONTROL SHALL BE PERFORMED PER ISPWC SECTION 206 - PERMANENT EROSION
CONTROL.
G.STORM WATER MANAGEMENT SHALL BE PROVIDED AND PERFORMED PER SECTION SECTION 207 -
PERMANENT STORM WATER BEST MANAGEMENT PRACTICES.
H.TRENCH EXCAVATION SHOULD BE PERFORMED PER ISPWC SECTION 301 - TRENCH EXCAVATION.
I.ROCK EXCAVATION, IF NECESSARY, SHALL BE PERFORMED PER SECTION 302 - ROCK EXCAVATION.
J.OVER EXCAVATION FOR UNSUITABLE MATERIALS SHALL BE PERFORMED PER SECTION 304 -
TRENCH FOUNDATION STABILIZATION.
K.BACKFILLING OF TRENCHES SHALL BE PERFORMED PER SECTION 306 - TRENCH BACKFILL.
L.PROVIDE AND INSTALL STORM DRAIN INLETS, CATCH BASINS, MANHOLES, AND OTHER STORM
DRAIN COMPONENTS PER ISPWC DIVISION 600 CULVERTS, STORM DRAIN, AND GRAVITY
IRRIGATION.
KEYED NOTES:
29.EXCAVATE INFILTRATOR TRENCHES AND USE EXCESS SPOILS AS SUBBASE FILL IF IN
CONFORMANCE WITH SPECIFICATIONS.
30. FURNISH AND INSTALL STANDARD INLET CATCH BASIN TYPE II PER ISPWC SD-602 WITH GRATE BY
D&L FOUNDRY SUPPLY CO. MODEL I-3520 OR EQUAL.
31.FURNISH AND INSTALL INFILTRATORS PER CITY OF REXBURG STANDARD DETAIL, INFILTRATOR.
DESIGN CRITERIA
STORM DRAIN DESIGN CRITERIA ARE EXTRACTED FROM THE CITY OF REXBURG, RESOLUTION 2016-15.
STORM DRAINAGE RAINFALL VALUES AND RUN-OFF COEFFICIENTS SHALL BE ESTABLISHED IN
ACCORDANCE WITH STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES.
THE PEAK FLOW RATE AND MAXIMUM WATER SURFACE ELEVATIONS MUST BE CALCULATED FOR THE
100-YEAR, 1-HOUR STORM EVENT.
THE OVERFLOW ROUTE SHALL DIRECT THE 100-YEAR, 1-HOUR POST-DEVELOPMENT FLOW SAFELY
TOWARDS THE DOWNSTREAM CONVEYANCE SYSTEM. FACILITIES THAT DO NOT HAVE AN ADEQUATE
OVERFLOW LOCATION OR BYPASS PATH MUST BE SIZED TO FULLY INFILTRATE/DRAIN THE 100-YEAR,
1-HOUR EVENT.
THE CITY OF REXBURG USES THE 25-YEAR, 1-HOUR EVENT FOR SIZING OF ON-SITE RUNOFF STORAGE
FACILITIES, IF IT CAN BE SHOWN THAT DOWNSTREAM FACILITIES CAN SAFELY ACCOMMODATE FLOWS
IN EXCESS OF THE 25-YEAR, 1-HOUR EVENT.
DISCHARGE INTO EXISTING FACILITIES MUST BE RESTRICTED TO THE PRE-DEVELOPMENT LEVEL
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
CATCH BASIN GRATE MUST BE NEENAH MODEL NUMBER R-3067 OR APPROVED EQUAL. CATCH BASINS
MUST BE DESIGNED TO ACCEPT PEAK RUNOFF FLOW RATE.
STORM WATER QUANTITY (DRAINAGE CONVEYANCES)
DESIGN STORM 100-YEAR, 1-HOUR.
TOTAL PRECIPITATION DEPTH 1.30”
STORM WATER QUANTITY (RETENTION)
DESIGN STORM 25-YEAR, 1-HOUR.
TOTAL PRECIPITATION DEPTH 0.90”
STORM WATER ROUTING - PROCEDURE FOR POST-DEVELOPMENT
METHOD RATIONAL METHOD, Q=CIA (OR V=CIA)
SURFACE AREA 6.57 ACRES
COMPOSITE RUNOFF COEFFICIENT 0.81
ROUTING OVERLAND FLOW TO RETENTION AREAS
ROUTE LENGTH 300 FEET
TIME OF CONCENTRATION 9 MINUTES
STORM WATER VOLUME (V=CIA)17,644 CF
RETENTION
TOTAL STORM VOLUME, 100-YEAR, 1-HOUR 17,644 CF
TOTAL STORM WATER RUNOFF, PROPOSED DEVELOPMENT 17,644 CF
TOTAL STORM WATER RUNOFF, PREDEVELOPMENT 4,293 CF
REQUIRED RETENTION VOLUME 13,351 CF
RETENTION METHOD INFILTRATORS PER CITY OF REXBURG STANDARD
NUMBER INFILTRATORS 96
RETENTION VOLUME PROVIDED (5' TRENCH PLUS MANHOLES)8.800 CF
SURFACE AREA 4,992 SQ. FT.
INFILTRATION RATE (ESTIMATE)2.5 MIN/INCH
INFILTRATED VOLUME 9,984 CF
TOTAL VOLUME INFILTRATED AND RETAINED 18,784 CF
31
31
31
3031
TBC
4
8
5
6
.
0
4
F
L
4
8
5
5
.
5
4
CURB INLET CATCH BASIN
TOG EL. = 4854.50
IE OUT = 4850.50
BE = 4849.50
38' OF 12" DIA PVC PIPE
GRADE BREAK
CURB INLET CATCH BASIN
TOG EL. = 4854.50
IE IN = 4850.25
IE OUT = 4850.50
BE = 4849.50
INFILTRATOR MANHOLE
RM= 4855.00± FLUSH TO GRADE
IE IN = 4849.80
IE OUT = 4849.55
IE BOT = 4847.00
INFILTRATOR STORMTECH SC-740
IE IN = 4849.35
IE BOT = 4846.85
GRADE BREAK
GRADE BREAK
CURB INLET CATCH BASIN
TOG EL. = 4854.58
IE OUT = 4850.58
BE = 4849.58
CURB INLET CATCH BASIN
TOG EL. = 4854.58
IE IN = 4850.33
IE OUT = 4850.08
BE = 4849.49
INFILTRATOR MANHOLE
RM= 4855.065± FLUSH TO GRADE
IE IN = 4850.63
IE OUT = 4850.06
IE BOT = 4847.06
INFILTRATOR STORMTECH SC-740
IE IN = 4850.18
IE BOT = 4846.68
30
38' OF 12" DIA PVC PIPE
GRADE BREAK
38' OF 12" DIA PVC PIPE
GRADE BREAK
INFILTRATOR MANHOLE
RM= 4855.17± FLUSH TO GRADE
IE IN = 4849.92
IE OUT = 4849.67
IE BOT = 4847.17
INFILTRATOR STORMTECH SC-740
IE IN = 4849.42
IE BOT = 4847.92
CURB INLET CATCH BASIN
TOG EL. = 4854.67
IE OUT = 4850.67
BE = 4849.67
CURB INLET CATCH BASIN
TOG EL. = 4854.67
IE IN = 4850.42
IE OUT = 4850.17
BE = 4849.49
38' OF 12" DIA PVC PIPE
INFILTRATOR MANHOLE
RM= 4856.70± FLUSH TO GRADE
IE IN = 4850.45
IE OUT = 4850.20
IE BOT = 4848.70
INFILTRATOR STORMTECH SC-740
IE IN = 4850.95
IE BOT = 4848.45
CURB INLET CATCH BASIN
TOG EL. = 4856.20
IE IN = 4851.95
IE OUT = 4851.70
BE = 4851.20
CURB INLET CATCH BASIN
TOG EL. = 4856.20
IE OUT = 4852.20
BE = 4851.20
30 30
T
B
C
4
8
5
6
.
9
5
F
L
4
8
5
6
.
4
5
TBC 4856.8
2
FL 4856.32
TBC
4
8
5
6
.
0
3
FL 4
8
5
5
.
5
3
TBC
4
8
5
6
.
7
9
FL 4
8
5
6
.
7
4
TB
C
4
8
5
6
.
3
5
FL
4
8
5
5
.
8
5
TB
C
4
8
5
6
.
3
5
FL
4
8
5
5
.
8
5
31
FURNISH AND INSTALL STANDARD INLET
CATCH BASIN TYPE ii PER ISPWC SD602
WITH GRATE BY D&L FOUNDRY SUPPLY
CO. MODEL I-3520 OR EQUAL.
DROP INLET
TOG EL. = 4856.27±
IE OUT = 4851.98
BE = 4851.14
SDMH, TYPE C
35.73' RT (EAST)
RIM EL. 4856.50±
IE NE 4851.75
IE N 4845.93
IE S 4845.93
SDMH, TYPE C
RIM=4856.73
IE NE 4853.12
IE N 4845.65
IE S 4845.65
DROP INLET
TOG EL. = 4855.75±
IE OUT = 4851.25
BE = 4851.75
STA.15+15.28
SD MH. TYPE C
37.57 RT (EAST)
RIM 4855.65 +/-
IE IN W. 4849.98, 12" HDPE
IE IN S 4844.02, 24" RCP
IE OUT N 4844.02, 24" RCP
TBC
4
8
5
5
.
5
9
FL
4
8
5
5
.
0
9
GRADE BREAK
CURB INLET CATCH BASIN
TOG 4854.65
IE OUT S. 4850.65, 12" HDPE
BE 4849.65
INFILTRATOR MANHOLE
RM= 4855.00± FLUSH TO GRADE
RIM 4855.15
IE IN N 4850.40
IE OUT W. 4850.15
BE 4847.15
INFILTRATOR STORMTECH SC-740
IE IN N. 4849.95
BE 4848.45
STA.15+15.35
CURB INLET
TOG 4855.08
IE OUT E. 4850.58, 12" HPDE
BE 4850.08
TBC
4
8
5
6
.
3
1
FL 4
8
5
5
.
8
1
STA.9+1132
CURB INLET
TOG 4855.22
IE OUT E. 4850.72, 12" HPDE
BE 4850.22
485
5
4852
4853
4854
48
5
5
4
8
5
1
48
5
2
48
5
3
48
5
4
485
4
4
8
5
4
48
5
6
48
5
7
48
5
6
4856 48
5
6
4856
4857
4857
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////////////
///
///////////////
SD
SD
SD
S
S
T T T T T T T T T T T T T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
PP PP PP PP PP PP PPPP
T
T
T
T
T
T
T
T
SD
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
10+00 11+00 12+00 13+00 13+61
20+89
10+00
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16+00 17+00 18+00 19+00 20+00
0+
0
0
1+
0
0
2+
0
0
2+
7
8
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H
Y
D
H Y D
25
+
0
0
26
+
0
0
27
+
0
0
28+00 29+00 29+41
CON
CO
N
CO
N
CO
N
CON
CON CON
C
O
N
C
O
N
C
O
N
C
O
N
C
O
N
C
O
N
CON CON CON CON CON
CON
4855
4855
485
5
48564856
4856
DYH
DYH
H
Y
D
STATION=11+47.91
CATCH BASIN AND
INFILTRATOR SYSTEM
N:788003.83
E:748322.60
PAGE NO:
DATE:
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.
1
JUNE 2020
12
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2
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BE
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SCALE:
SITE PLAN
1"= 40'
12 WEST DEVELOPMENT ONE, LLC
IN. 382701
HIGHWAY 33
0
SCALE: 1" =
50'50'
50'
25'
EW
ALD HOLDINGS LLC
2.50 ACRES
ALD HOLDINGS LLC
2.50 ACRES
12TH WEST DEVELOPMENT ONE
19.32 ACRES
GO INVESTMENTS LC
1.10 ACRES
DAVID A CHRISTENSEN
0.49 ACRES
ROBERT LYNN CASPER
0.49 ACRES
DUFFY & CONNIE
ENTERPRISES LLC
0.62 ACRES
DAVID A CHRISTENSEN
1.49 ACRES
GO INVESTMENTS LC
0.37 ACRES
CONSTRUCTION NOTES
A.THE COMPLETED INSTALLATION SHALL COMPLY WITH APPLICABLE
FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS.
THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND
INSPECTIONS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION.
B.ALL WORK SHALL BE COMPLETED IN A NEAT, WORKMANLIKE MANNER IN
ACCORDANCE WITH THE LATEST NEC STANDARDS OF INSTALLATION
UNDER COMPETENT SUPERVISION. INSTALL GROUNDING PER NEC.
C.VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH EXISTING
CONDITIONS AND OTHER FACTORS WHICH MAY AFFECT THE EXECUTION
OF THE WORK. INCLUDE ALL RELATED COSTS IN THE BID PROPOSAL.
D.THE CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITIES
PROVIDING SERVICES ON THIS PROJECT AND SHALL COMPLY WITH ALL
THEIR INSTALLATION REQUIREMENTS.
E.ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY,
MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI, UL, OR OTHER
APPLICABLE STANDARD.
F.THE USE OF MANUFACTURER'S NAMES, MODELS AND NUMBERS IS
INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, USEFULNESS
AND BID PRICE.
G.PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED
AGAINST DAMAGE BY OTHER TRADES, WEATHER CONDITIONS, OR ANY
OTHER PRVENTABLE CAUSES. EQUIPMENT DAMAGED DURING SHIPPING
OR CONSTRUCTION PRIOR TO ACCEPTANCE BY THE ENGINEER OF THE
OWNER WILL BE REJECTED AS DEFECTIVE.
H.LEAVE THE SITE CLEAN. REMOVE ALL DEBRIS, EMPTY CARTONS, TOOLS,
CONDUIT, WIRE SCRAPS, AND ALL MISCELLANEOUS SPARE EQUIPMENT
AND MATERIALS USED IN THE WORK DURING CONSTRUCTION.
I.ALL COMPONENTS SHALL BE FREE OF DUST, GRIT AND FOREIGN
MATERIALS AND SHALL APPEAR AS NEW PRIOR TO ACCEPTANCE OF THE
WORK. DAMAGED PAINT AND FINISHES SHALL BE TOUCHED UP OR
REPAINTED WITH MATCHING PAINT COLOR PAINT OR FINISH.
J.CIRCUIT CONDUCTORS #6 AWG OR SMALLER SHALL BE THWN STRANDED
COPPER, #4 AWG THROUGH #2 AWG SHALL BE XHHW STRANDED
COPPER, #1 AWG OR LARGER SHALL BE XHHW-2 STRANDED COPPER.
MINIMUM POWER CONDUCTOR SIZE SHALL BE #12 AWG WITH #12 AWG
GROUND. ALL WIRE TO BE SIZED PER NEC TABLE 316-10, 75º C BASED ON
A 30º C AMBIENT TEMPERATURE.
K.UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM
CONDUIT DEPTH SHALL BE 24-INCHES. MINIMUM UNDERGROUND
CONDUIT SIZE SHALL BE 1-INCH. MINIMUM CONDUIT DEPTH UNDER SLAB
SHALL BE 1-INCH.
L.CONDUITS SHALL BE MARKED AT EACH END WITH MATHCINGNUMBERED
BRASS OR NYLONG TAGS. SPARE CONDUITS SHALL HAVE A PULL
STRING INSTALLED AND SECURED.
M. EXPOSED CONDUIT SHALL BE EMT. MINIMUM SIZE ¾-INCH UNLESS
OTHERWISE NOTED ON THE PLANS OR SPECIFICATIONS.
N.SAFETY SWITCHES, ELECTRICAL DISTRIBUTION EQUIPMENT, CONTROL
PANELS, AND OTHER ELECTRICAL DEVICES SHALL BE UL LISTED.
O.WIRING DEVICES SHALL BE SPECFICATION GRADE.
P.THE CONTRACTOR IS RESPONSIBLE FOR MANAGING, SCHEDULING,
DOCUMENTING, AND PERFORMING THE WORK SO THAT A COMPLETE
ELECTRICAL, INSTRUMENTATION AND CONTROL SYSTEM FOR THE
FACILITY IS PROVIDED. ACCURACTE SHOP AND RECORD DRAWINGS AND
O&M MANUALS SHALL BE SUBMITTED PRIOR TO FINAL ACCEPTANCE.
Q.TYPICAL DETAILS SHALL APPLY IN ALL CASES WHETHER SPECIFICALLY
REFERENCED OR NOT.
R.CONTRACTOR SHALL PREPARE AND SUBMIT A CONDUIT ROUTING PLAN
TO THE ENGINEER FOR APPROVAL.
S.LIMIT EXPOSED CONDUIT, 90 DEGREE BENDS, AND WALL PENETRATIONS.
MAINTAIN SEPARATION BETWEEN SIGNAL AND POWER CONDUITS.
JURISDICTION REQUIRMENTS
T.ALL STREET LIGHT WIRING INSTALLED FOR THE CITY SHALL BE IN AN
APPROVED METHOD OF ELECTRICAL CONDUIT ACCORDING TO THE
CURRENTLY ADOPTED NATIONAL ELECTRICAL CODE (NEC).
U.NO DIRECT BURIAL CABLE WITHOUT CONDUIT SHALL BE ACCEPTED BY
THE CITY IF THE LIGHTING IS OWNED BY, OR PROPOSED TO BE OWNED
BY, THE CITY.
V.ALL INSTALLATIONS OF ELECTRICAL WIRING FOR THE PURPOSE OF
STREET LIGHTING SHALL MEET THE CURRENT NEC ADOPTED BY THE
CITY.
W.ALL NEW CONDUITS INSTALLED SHALL ALSO BE INSPECTED BY A CITY OF
REXBURG DESIGNATED OFFICIAL PRIOR TO COVERING.
X.AS-BUILT ELECTRONIC DRAWINGS MUST BE SUBMITTED TO CITY OF
REXBURG.
Y.ALL STREET LIGHTING TO COMPLY WITH CITY OF REXBURG STANDARD
DRAWINGS AND CHAPTER 12 OF THE CITY OF REXBURG DEVELOPMENT
CODE.
Z.STREET LIGHTS AT INTERSECTION SHALL BE AMERICAN ELECTRIC
LIGHTING NUMBER ATBM-D MVOLT R3 AO WITH HAPCO RTA30D8B4T1E
OR AS APROVED BY THE CITY ENGINEER.
AA.A LIGHT AS DEFINED IN G ABOVE MAY ALSO BE REQUIRED MID-BLOCK IF
THE SPACING BETWEEN INTERSECTIONS EXCEEED 400 FEET.
KEYED NOTES
32.FURNISH AND INSTALL STREET LIGHT PER CITY OF REXBURG
ENGINEERING STANDARDS. THE STREET LIGHT SHALL BE AMERICAN
ELECTRIC LIGHTING NUMBER ATBM-D MVOLT R3 AO WITH HAPCO
RTA30D8B4T1E. INSTALLATON SHALL BE IN ACCORDANCE WITH ISPWC
STANDARD DETAIL SD-1116, CONCRETE FOOTING OR BASE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1119, WITH SERVICE
PEDESTAL IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1127.
ILLUMINATION ELECTRICAL SERVICE SHALL BE IN ACCORDANCE WITH
ISPWC STANDARD DETAIL SD-11125. REQUIRED POWER CLEARANCE
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1122.
33.FURNISH AND CONSTRUCT TRENCH AND CONDUIT. INSTALLATION
SHALL BE IN ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
34.FURNISH AND CONSTRUCT JUNCTION BOX. INSTALLATION SHALL BE IN
ACCORDANCE WITH ISPWC STANDARD DETAIL SD-1113.
FIRE HOLE DRIVE
SAWTELLE AVENUE
PA
H
S
I
M
E
R
O
I
B
O
U
L
E
V
A
R
D
32
12
T
H
W
E
S
T
34
32
34 33
33
33
33
34
32
3432
32
34
3432
485
5
4852
4853
4854
48
5
5
4
8
5
1
48
5
2
48
5
3
48
5
4
485
4
4
8
5
4
48
5
6
48
5
7
48
5
6
4856 48
5
6
4856
4857
4857
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////////////
///
///////////////
SD
SD
SD
PP PP PP PP PP PP PPPP
SD
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00
7+
0
0
8+
0
0
9+
0
0
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16
+
0
0
10+00 11+00 12+00 13+00 13+61
20+89
10+00
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16+00 17+00 18+00 19+00 20+00
0+
0
0
1+
0
0
2+
0
0
2+
7
8
H
Y
D
H Y D
25
+
0
0
26
+
0
0
27
+
0
0
28+00 29+00 29+41
CON
CO
N
CO
N
CO
N
CON
CON CON
C
O
N
C
O
N
C
O
N
C
O
N
C
O
N
C
O
N
CON CON CON CON CON
CON
4855
4855
485
5
48564856
4856
DYH
H
Y
D
STATION=11+47.91
CATCH BASIN AND
INFILTRATOR SYSTEM
N:788003.83
E:748322.60
C-PP-04 C-PP-05
C-PP-02
C-PP-03
C-PP-07
C-PP-06
C-PP-08
C-PP-09
C-PP-11
C-PP-10
PAGE NO:
DATE:
SHEET NO:
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JUNE 2020
12
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9
BE
C
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N
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2
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C
12
C-PP-01
SH
E
E
T
L
A
Y
O
U
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SCALE:
SITE PLAN
1"= 40'
HIGHWAY 33
0
SCALE: 1" =
50'50'
50'
25'
EW
DAVID A CHRISTENSEN
0.49 ACRES
ROBERT LYNN CASPER
0.49 ACRES
DUFFY & CONNIE
ENTERPRISES LLC
0.62 ACRES
CONSTRUCTION NOTES
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL
IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF NEW OR DIFFERENT
BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER OR THE SURVEYOR.
C.HARDSCAPE CONSTRUCTION SHALL CONFORM with THE CITY OF REXBURG, RESOLUTION
2016-15 AS WELL AS THE IDAHO DIVISION OF PUBLIC WORKS STANDARDS FOR PUBLIC WORKS
CONSTRUCTION AS FOLLOWS:
a.EARTHWORK INCLUDING EROSION CONTROL DIVISION 200
b.TRENCHING DIVISION 300
c.CONCRETE DIVISION 700
d.AGGREGATES AND ASPHALT DIVISION 800
e.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES DIVISION 1000
f.TRAFFIC CONTROL DIVISION 1100
g.MISCELLANEOUS DIVISION 2000
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS, COMMERCIAL AND
MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - TWO DIRECTIONAL DEPRESSED
ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS, COMMERCIAL AND
MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL & MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG STANDARD DETAILS,
PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS, STANDARD DETAILS, SHEET 9.
5.CONSTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT AVAILABLE). CURB SHALL BE
FLUSH WITH ROADWAY SURFACE AND DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG STANDARD DETAILS,
SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM THE CITY OF
REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASPHALT ROADWAY PER CITY OF REXBURG STANDARD
DETAILS AS MODIFIED ON THE SECTIONS PRESENTED ON SHEET C-DT-01.
485
6
4
8
5
6
/
/
/
/
/
/
/
/
/
/
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/
/
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G
G
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G
G
G
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G
T T T T T T
35
2
+
0
0
35
3
+
0
0
PROPOSED 195 LF 8" PIPE
PR
O
P
O
S
E
D
1
5
2
L
F
8
"
P
I
P
E
25+00 26+00 27+00
28
+
0
0
29
+
0
0
G
G
STA:28+67.88
WATER SERVICE SOUTH
STA:28+52.88
SS LATERAL SOUTH
48
5
5
4
8
5
5
48
5
5
48
5
6
48
5
6
48
5
6
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G
3
0
L
F
8
"
P
I
P
E
PROPOSED 29 LF 8" PIPESTA:25+53.27
MANHOLE - (1)
N:787216.87
E:748230.43
12TH WEST STA:9+94.52
TEMPORARY ACCESS
STA:27+88.85
MANHOLE - (4)
N:787452.45
E:748229.30
STA:25+74.34
MANHOLE - (2)
N:787238.05
E:748252.00
STA:25+93.70
MANHOLE - (3)
N:787257.30
E:748230.22
4840
4844
4848
4852
4856
4860
4840
4844
4848
4852
4856
4860
25+20 25+40 25+60 25+80 26+20 26+40 26+60 26+80 27+20 27+40 27+60 27+80 28+20 28+40 28+60 28+80 29+20 29+40
ST
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2
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"
S
STA:29+49.96
ELEV:4848.60
169' OF 8" AWWA C-151 DIP WATERLINE
TE
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EXISTING 14" DIA DIP WATERLINE
ST
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PROPOSED GRADE AT SS
ALIGNMENT
STA: 27+80 TEE HOT TAP
EXISTING 14" WATERLINE
WITH 8" SADDLE TAP.
STA: 27+88 GATE VALVE
INSTALL 8" VALVE WITH
VALVE BOX
STA:25+93.70
MANHOLE - (3)
RIM:4856.16
BE: 4840.79
IE IN 4842.89 8" N
IE IN 4842.89 8" W
IE OUT 4842.79 8" SE
ST
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:
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48
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2
0
48
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6
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1
6
48
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4
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9
48
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1
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48
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3
2
48
5
6
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1
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48
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48
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6
4
195' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
%
152' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
%
30' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.62%29' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.46%
PAGE NO:
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SHEET NO:
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12
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D
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N
10
/
1
9
BE
C
2
FI
N
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D
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3/
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C-PP-02
ST
A
.
2
5
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5
3
.
2
7
-
S
T
A
.
2
9
+
5
0
PL
A
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A
N
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1
2
t
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WE
S
T
S
E
W
E
R
,
W
A
T
E
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L
I
N
E
SCALE:
PLAN VIEW
1"= 20'
0
SCALE: 1" =
20'20'
20'
10'
E
W
SCALE:
PROFILE VIEW
1"= 20'
12TH WEST
MA
I
N
S
T
R
E
E
T
SAWTELLE AVENUE
EXISTING 4" DIA. SS FORCEMAIN. DEPTH IS
APPROXIMATE. REMOVE FORCE MAIN AND
REPLACE WITH GRAVITY LINE FROM
MANHOLE AT THE CORNER OF MAIN STREET
AND 12TH WEST TO MANHOLE STA 27+88.85
EXISTING GROUND AT SS ALIGNMENT
FINISHED GRADE FOR
TEMPORARY ACCESS
ROAD
MAIN STREET
7
3
21
27
8
8
C-PP-04
TBC
4
8
5
6
.
0
5
FL
4
8
5
5
.
5
5
T
B
C
4
8
5
6
.
3
1
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L
4
8
5
5
.
8
1
T
B
C
4
8
5
5
.
9
9
F
L
4
8
5
5
.
4
9
HOT TAP 14" WATERLINE WITH
8" TAP. INSTALL 8" VALVE WITH
VALVE BOX
TB
C
4
8
5
6
.
2
5
FL
4
8
5
5
.
7
5
E
X
G
R
N
D
=
4
8
5
5
.
4
0
8.73'
16.27'
25.00'
198.99'
10'
TBC
4
8
6
.
6
0
FL
4
8
5
5
.
5
6
LIP
4
8
5
5
.
8
7
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
12TH WEST STA: 9+94.52 =
TEMPORARY ACCESS
STA: 27+88.85
16 27
18
23
27
6' STUB FOR FUTURE
SANITARY SEWER TO
THE WEST
004
02515
T
B
C
4
8
5
5
.
7
7
F
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4
8
5
5
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2
7
12
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0
0
10+00
11+00 12+00 13+00 14+00
H
Y
D
PROPOSED 372 LF 8" PIPEPROPOSED 202 LF 8" PIPE
PR
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D
1
7
1
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8
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P
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CO
N
CO
N
CO
N
CO
N
CON CON CON CON CON CON CON CON CON CON CON CON CON CON
CO
N
CO
N
STA:14+24.27
WATER SERVICE WEST
STA:14+09.27
SS LATERAL WEST
STA:13+14.28
WATER SERVICE WEST
STA:12+99.28
SS LATERAL WEST
STA:12+33.80
WATER SERVICE WEST
STA:12+18.80
SS LATERAL WEST
STA:11+20.89
WATER SERVICE WEST
STA:11+05.89
SS LATERAL WEST
STA:14+07.26
SS LATERAL EAST
STA:13+11.07
WATER SERVICE EAST
STA:12+96.07
SS LATERAL EAST
STA:12+28.23
WATER SERVICE EAST
STA:12+13.23
SS LATERAL EASTSTA:11+18.22
WATER SERVICE EAST
STA:11+03.22
SS LATERAL EAST
STA:11+81.50
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787844.26
E:748402.37
STA:11+81.50
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787844.13
E:748358.35
STA:14+42.52
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787583.24
E:748402.56
STA:14+42.56
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787583.07
E:748359.60
STA:14+22.26
WATER SERVICE EAST
STA:12+01.52
MANHOLE - (8)
N:787824.18
E:748380.40
STATION=11+47.91
CATCH BASIN AND
INFILTRATOR SYSTEM
N:788003.83
E:748322.60
C10 ORIGIN OF RADII
N:787973.59
E:748327.97
C9 ORIGIN OF RADII
N:787973.87
E:748431.97
4844
4848
4852
4856
4860
4844
4848
4852
4856
4860
10+20 10+40 10+60 10+80 11+20 11+40 11+60 11+80 12+20 12+40 12+60 12+80 13+20 13+40 13+60 13+80 14+20 14+40
STA:10+00.00
MANHOLE - (9)
RIM:4855.52
BE: 4846.85
IE IN 4846.95 8" N
IE OUT 4846.85 8" S
ST
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1
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437' OF 8" AWWA C-151 DIP WATERLINE
WATERLINE TEE
STA:10+13.00
STA:10+13.00
ELEV:4848.58
STA:14+50.00
ELEV:4849.00
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FL E. ELEV:4854.83
FL W. ELEV:4854.83
STA:10+64.07
ELEV:4854.72
C9, TBC E. 4847.11
C10, TBC W. 4847.13
FL E. ELEV:4854.72
FL W. ELEV:4854.72
CE
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6
STA:11+81.49
MANHOLE
RIM:4855.00
BE: 4847.00
IE IN 4849.80 12" E
IE OUT 4849.55 12" E
STA:11+81.50
CATCH BASIN
AND INFILTRATOR
RIM:4854.50
BE: 4849.50
IE IN 4850.25 12" E
IE OUT 4850.50 12" W
STA:14+42.50
MANHOLE
RIM:4855.08
BE: 4847.08
IE IN 4850.63 12" E
IE OUT 4850.08 12" W
STA:14+42.51
CATCH BASIN
RIM:4854.58
BE: 4849.58
IE OUT 4850.58 12" W
STA:14+42.51
CATCH BASIN
AND INFILTRATOR
RIM:4854.58
BE: 4849.49
IE IN 4850.33 12" E
IE OUT 4850.08 12" W
STA:11+81.50
CATCH BASIN
RIM:4854.50
BE: 4849.50
IE OUT 4850.50 12" W
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
IE: IN 4850.18
BE:4848.68
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
IE: IN 4849.35
BE:4846.85
-0.50%
-0.50%0.80%
-0.40%
372' OF 8" DIA. SDR35 PVC SEWER PIP
E
@
0
.
4
0
%
202' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.39%
0.47%0.47%
PAGE NO:
DATE:
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SCALE: 1" =
20'20'
20'
10'
E
W
MA
T
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H
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SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
CL ROAD
SAWTELLE AVENUE
FI
R
E
H
O
L
E
D
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STA 11+80.00
5' MIN DEPTH
26
15' UTILITY EASEMENT
MA
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POWER CONDUIT.
CONDUCTOR BY OTHERS.
25
27
27
FIRE HOLE DRIVE STA: 12+05 =
SAWTELLE AVE STA:10+00
2
2
13
68.00'
34.00'
34.00'
9
1
1 4
15' UTILITY EASEMENT
GAS LINE BY OTHERS
19.50'
19.50'
TBC 4855.
2
1
FL 4854.71
TBC
4
8
5
4
.
5
4
FL 4
8
5
5
4
.
0
4
TBC 4855.21
FL 4854.71
TBC 4854.54
FL 48554.04
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5
5
.
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2
FL 4854.62
GR
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E
B
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A
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A
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E
B
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A
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A
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5
7
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6
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4
8
5
6
.
7
6
TBC
4
8
5
5
.
2
1
FL 4
8
5
4
.
7
1
4
9
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
C-PP-04 C-PP-05
C-
P
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-
0
2
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-
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3
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C-
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-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
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-
1
0
R30.00'
R30.00'
CURB FLOW LINE
23
23
23
23
23232323
18
18 18 18
18
18
18
28
28
28
28
16
10
16
11
11
17
18
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4842
4844
4848
4852
4856
4860
4842
4844
4848
4852
4856
4860
14+60 14+80 15+20 15+40 15+60 15+80 16+20 16+40 16+60 16+80 17+20 17+40 17+60 17+80 18+20 18+40 18+60 18+80
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263' OF 8" DIA. SDR35 PVC SEWER
PIPE @ 0.40%
372' OF 8" DIA. SDR35 PVC
SEWER PIPE @ 0.40%
450' OF 8" AWWA C-151 DIP WATERLINE
14+50
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STA:14+50.00
ELEV:4849.00
STA:19+00.00
ELEV:4849.44
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STA:354+39.61
MANHOLE
RIM:4855.17
BE: 4847.17
IE IN 4849.92 12" N
IE OUT 4849.67 12" W
STA:354+39.67
CATCH BASIN AND INFILTRATOR
RIM:4854.67
BE: 4849.49
IE IN 4850.42 12" N
IE OUT 4850.17 12" S
STA:354+40.26
CATCH BASIN
RIM:4854.67
BE: 4849.67
IE OUT 4850.67 12" S
STA:14+50.00
ELEV:4855.19
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
IE: IN 4849.42
BE:4847.92
TBC N. 4856.15
TBC S. 4856.15
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STA:18+87.41
ELEV:4856.04
258' OF 8" DIA. SDR35 PVC SEWER PIPE
@
0
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4
0
%
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4854
15
+
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16+00 17+00 18+00 19+00
H
Y
D
PROPOSED 152 LF 8" PIPE PROPOSED 258 LF 8" PIPE29+00 29+41
C
O
N
C
O
N
CON CON CON CON CON CON CON CON CON CON
STA:28+67.88
WATER SERVICE SOUTH
STA:18+99.49
WATER SERVICE NORTH
STA:18+49.90
WATER SERVICE NORTH
STA:17+57.90
WATER SERVICE NORTH
STA:16+47.39
WATER SERVICE NORTH
STA:18+34.90
SS LATERAL NORTH
STA:17+42.90
SS LATERAL NORTH
STA:16+32.39
SS LATERAL NORTH
STA:18+45.96
WATER SERVICE SOUTHSTA:18+30.96
SS LATERAL SOUTH
STA:17+54.14
WATER SERVICE SOUTH
STA:17+39.14
SS LATERAL SOUTH
STA:16+43.49
WATER SERVICE SOUTHSTA:16+28.49
SS LATERAL SOUTH
STA:15+24.21
WATER SERVICE WEST
STA:15+16.14
SS SERVICE WEST
STA:16+78.00
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787471.82
E:748511.09
STA:16+78.00
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787432.90
E:748511.21
485
5
TEMPORARY ACCESS
STA: 29+41.02
SAWTELLE AVENUE
STA:15+60.88
MANHOLE- (5)
N:787452.26
E:748381.47
STA:18+06.15
MANHOLE - (6)
N:787452.83
E:748639.30R81.00'
R37.00'
R59.00'
C11, C12 ORIGIN OF RADII
N:787511.22
E:748440.26
PAGE NO:
DATE:
SHEET NO:
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MATCH LINE 14+50
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27
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
BS
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6
8
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4
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22
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18
18 18
181818
18
23
23
23
23
23
23
23
23
16
20+8919+00 20+00
2+
7
8
PROPOSED 263 LF 8" PIPE PROPOSED 20 LF 8" PIPE
CO
N
CO
N
CO
N
CO
N
CON CON CONCONCONCON
STA:20+06.00
WATER SERVICE NORTH
STA:20+03.83
WATER SERVICE SOUTH
STA:20+17.70
SS LATERAL SOUTH
STA:20+22.12
SS LATERAL NORTH
STA:19+14.49
SS LATERAL NORTH
H
Y
D
STA:20+69.47
MANHOLE - (7)
N:787453.65
E:748902.62
4844
4848
4852
4856
4860
4844
4848
4852
4856
4860
19+20 19+40 19+60 19+80 20+20 20+40 20+60 20+80 21+20 21+40 21+60 21+80
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200' OF 8" AWWA C-151 DIP WATERLINE
STA:19+00.00
ELEV:4849.44
STA:20+89.47
ELEV:4849.62
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=
4
8
5
5
.
5
4
STA:19+91.41
ELEV:4855.49
PC TBC S.
ELEV:4855.49
20' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.40%
263' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
%
0.40%-0.51%
-0.50%
CC TBC S.
ELEV:4855.58
0.40%-0.40%
PAGE NO:
DATE:
SHEET NO:
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SCALE: 1" =
20'20'
20'
10'
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SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
MA
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0
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EXISTING GROUND
CL ROAD
TBC
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5
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5
5
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GRADE BREAKS
T
B
C
4
8
5
5
.
9
9
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L
4
8
5
5
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4
9
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
4
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
SAWTELLE AVENUE
26
BS
W
T
O
B
S
W
6
8
.
0
0
'
TB
C
T
O
T
B
C
4
4
.
0
0
'
TB
C
T
O
C
L
22
.
0
0
'
18
18
18
23
23
16
PAHSIMEROI BLVD. STA: 2+78.44 =
SAWTELLE AVE STA:19+39.88
C7 ORIGIN OF RADII
N:787401.41
E:748824.72
C8 ORIGIN OF RADII
N:787401.09
E:748720.72
4
8
5
5
/
/
/
/
/
/
///
/
/
/
/
/
/
/
/
/
35
7
+
0
0
19
+
0
0
20
+
0
0
0+00 1+00 2+00 2+78
PR
O
P
O
S
E
D
2
6
3
L
F
8
"
P
I
P
E
C
O
N
C
O
N
C
O
N
CON CON CON CON CON CON CONSTA:1+39.55
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787314.35
E:748794.70
STA:1+39.55
CATCH BASIN AND
INFILTRATOR SYSTEM
N:787314.35
E:748750.71
ORIGIN OF RADII
N:787249.99
E:748720.70
C8 ORIGIN OF RADII
N:787401.09
E:748720.72
ORIGIN OF RADII
N:787246.91
E:748824.20
C7 ORIGIN OF RADII
N:787401.41
E:748824.72
4848
4852
4856
4860
4848
4852
4856
4860
0+20 0+40 0+60 0+80 1+20 1+40 1+60 1+80 2+20 2+40 2+60
0+00
48
5
7
.
3
1
48
5
7
.
3
2
1+00
48
5
5
.
0
4
48
5
5
.
7
9
2+00
48
5
4
.
7
1
48
5
5
.
9
2
2+78.45
48
5
4
.
7
7
-1.87%
-0.50%0.55%
0.50%0.50%
CE
N
T
E
R
L
I
N
E
S
T
A
=
0
+
0
0
.
0
0
EL
E
V
=
4
8
5
7
.
3
2
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S
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=
0
+
7
5
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3
7
EL
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V
=
4
8
5
5
.
9
1
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N
T
E
R
L
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E
S
T
A
=
1
+
3
9
.
5
6
EL
E
V
=
4
8
5
5
.
5
9
CE
N
T
E
R
L
I
N
E
S
T
A
=
2
+
1
9
.
3
3
EL
E
V
=
4
8
5
6
.
0
3
CE
N
T
E
R
L
I
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E
S
T
A
=
2
+
2
6
.
6
2
EL
E
V
=
4
8
5
6
.
0
6
CE
N
T
E
R
L
I
N
E
S
T
A
=
2
+
7
8
.
4
4
EL
E
V
=
4
8
5
6
.
3
2
STA:0+71.45
ELEV:4856.59
STA:2+19.45
ELEV:4856.53
FL E. ELEV:4855.49
FL W. ELEV:4855.49
STA:2+26.62
FL E. ELEV:4855.49
FL W. ELEV:4855.49
FL E. ELEV:4855.58
FL W. ELEV:4855.58
C6, TBC E. 4846.63
C13, TBC W. 4847.61
FL E. ELEV:4856.11
FL W. ELEV:4856.11
STA:0+52.15
FL E. ELEV:4856.01
FL W. ELEV:4856.01
STA:1+39.55
MANHOLE
RIM:4855.59
BE: 4848.05
IE IN 4850.80 12" E
IE OUT 4850.55 12" E
STA:1+39.55
CATCH BASIN
AND INFILTRATOR
RIM:4855.02
BE: 4850.55
IE IN 4851.30 12" E
IE OUT 4851.05 12" W
STA:1+39.55
CATCH BASIN
RIM:4855.02
BE: 4850.55
IE OUT 4851.55 12" W
C7, TBC N. 4857.03
C8, TBC S. 4857.22
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
IE: IN 4850.30
BE:4848.80
STA:356+58.67
MANHOLE
SEE SHEET C-PP-08
FOR ELEVATIONS
PAHSIMEROI STA: 0+49.58
HIGHWAY 33 STA:356+64.33
CATCH BASIN
AND INFILTRATOR
CATCH BASIN
SEE SHEET C-PP-08
FOR ELEVATIONS
PAHSIMEROI STA: 0+50.12
HIGHWAY 33 STA:357+33.15
CATCH BASIN
SEE SHEET C-PP-08
FOR ELEVATIONS
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
CATCH BASIN
SEE SHEET C-PP-08
FOR ELEVATIONS
-0.40%0.40%
PAGE NO:
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a
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y
p
a
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o
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s
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p
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1
JUNE 2020
12
T
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B
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/
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BE
C
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N
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2
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C
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.
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.
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4
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D
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F
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L
E
PA
H
S
I
M
E
R
O
I
B
L
V
D
.
0
SCALE: 1" =
20'20'
20'
10'
E
W
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
PAHSIMEROI BLVD.
MA
I
N
S
T
R
E
E
T
SA
W
T
E
L
L
E
A
V
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U
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CENTERLINE OF ROAD
TB
C
4
8
5
5
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9
9
FL
4
8
5
5
.
4
9
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4
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5
5
.
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9
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8
5
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5
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5
5
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5
5
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5
5
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5
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5
6
.
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4
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5
6
.
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TB
C
4
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5
7
.
2
2
FL
4
8
5
6
.
7
2
TBC
4
8
5
7
.
2
2
FL
4
8
5
6
.
7
2
TB
C
4
8
5
5
.
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9
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4
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5
5
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C
4
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5
5
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4
8
5
5
.
2
9
TBC 48
5
6
.
6
1
FL 4856
.
1
1
G
R
A
D
E
B
R
E
A
K
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
4
2
2
2
4
MATCH LINE SEE SHEET C-PP-08
MATCH LINE SEE SHEET C-PP-08
MATCH LINE SEE SHEET C-PP-04
MATCH LINE SEE SHEET C-PP-05
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
R30.00'
R49.33'
R48.50'
R50.33'
R49.50'
R30.0000'
R30.00'
R30.00'
MAINSTREET STA 356+97 =
PAHSIMEROI BLVD. 0+00
6
PAHSIMEROI BLVD. STA: 2+78.44 =
SAWTELLE AVE STA:19+39.88
28
9
28
1
6
2
PROPOSED FLOWLINE
48
5
6
4856
4857
F
M
/
/
/
/
/
/
/
/
/
///
///////////////////////////////////////
SD
SD
T T T T T T T T T T T T T T T T
G
G
G
G
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G
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351+00 352+00 353+00 354+00 355+00
7+
0
0
8+
0
0
25
+
0
0
26
+
0
0
4855
4855
4856
4856
4856
DYH
PROPOSED 21 LF 12" PIPE
EXI
S
T
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G
3
0
L
F
8
"
P
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PROPOSED 29 LF 8" PIPE
STA:25+53.27
MANHOLE - (1)
N:787216.87
E:748230.43
STA:25+74.34
MANHOLE - (2)
N:787238.05
E:748252.00
STA:7+44.19
DROP INLET
58.56' RT (EAST)
N:787202.15
E:748236.12
12TH WEST STA: 12+05.18
MAIN STREET STA:351+39.73
SD MH, TYPE C
35.73' LT. (EAST)
N:787201.50
E:748214.94
4840
4844
4848
4852
4856
4860
4840
4844
4848
4852
4856
4860
351+20 351+40 351+60 351+80 352+20 352+40 352+60 352+80 353+20 353+40 353+60 353+80 354+20 354+40 354+60 354+80
STA:355+00.00
ANGLE POINT
ELEV:4856.56
STA:351+60.41 PT
ELEV:4855.55
351+00
48
5
6
.
6
1
352+00
48
5
6
.
3
4
48
5
5
.
6
7
353+00
48
5
6
.
5
1
48
5
5
.
9
7
354+00
48
5
6
.
7
9
48
5
6
.
2
6
355+00
48
5
7
.
0
9
48
5
6
.
5
6
STA:25+53.27
MANHOLE - (1)
RIM:4856.02
BE: 4842.37
IE IN 4842.37 8" NE
ST
A
3
5
0
+
6
0
.
0
0
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'
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R
EXISTING GROUND AT
EDGE OF ASPHALT
EXISTING GROUND AT
STATIONING ALIGNMENT
PROPOSED FLOW LINE
OF CURB LEFT SIDE
(NORTH)
STA:353+00.50
BEGIN TAPER 35.19 FT. LT (NORTH)
FL:4855.97
ST
A
:
3
5
1
+
3
9
.
7
3
ST
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:
4
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4
3
.
9
3
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1
.
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4
8
4
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4
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S
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4
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4
5
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9
3
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4
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N
STA:7+44.19
STRUCTURE - (13)
RIM:4855.50
BE: 4851.50
IE OUT 4852.00 12" W
-0.71%0.30%
0.30%
24" DIA. RCP STORM DRAIN
STA:354+83.82
BEGIN TAPER
46.03 FT. LT (NORTH)
FL:4856.51
12" DIP WATER LINE
IE 4850.50 ±
PC
ELEV:4855.90
GAS IE 4852 ±
PAGE NO:
DATE:
SHEET NO:
QA
/
Q
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1
JUNE 2020
12
T
H
W
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S
T
PR
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P
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T
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S
R.
B
A
R
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B.
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1
PR
E
L
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D
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N
10
/
1
9
BE
C
2
FI
N
A
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D
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3/
2
0
BE
C
3
CO
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C
18
C-PP-07
ST
A
.
3
5
1
.
5
4
.
9
5
-
S
T
A
3
5
5
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0
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
MA
I
N
S
T
R
E
E
T
0
SCALE: 1" =
20'20'
20'
10'
STA 351+01.90 HWY 33 =
STA 7+07.42 12TH WEST
EW
SAWCUT 6" OUTSIDE OF
EXISTING WHITE FOG LINE
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
MAIN STREET
12
T
H
W
E
S
T
TB
C
4
8
5
6
.
0
5
FL
4
8
5
5
.
5
5
TB
C
4
8
5
6
.
4
0
FL
4
8
5
5
.
9
0
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
ITD6
MATCH LINE SEE SHEET C-PP-09
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
0
8
CONSTRUCTION NOTES MAIN STREET
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY
DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF
NEW OR DIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER
OR THE SURVEYOR.
C.EARTHWORK SHALL BE PROVIDED AND PERFORMED PER THE ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 200 -
EARTHWORK .
D.EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED AND PERFORMED
PER ITD 2018 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
DIVISION 200 - EARTHWORK..
E.GRANULAR SUBBASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 301 -
GRANULAR SUBBASE.
F.AGGREGATE BASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 303 -
AGGREGATE BASE.
G.BITUMINOUS SURFACING SHALL BE FURNISHED AND INSTALLED PER 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 400 -
SURFACE COURSES AND PAVEMENT.
H.TRAFFIC CONTROL SHALL BE PERFORMED AND PROVIDED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 626 -
TEMPORARY TRAFFIC CONTROL.
I..MATERIALS SHALL COMPLY WITH 2018 STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION, DIVISION 700 - MATERIALS
J.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACDTICES SHALL BE
PROVIDED AND PERFORMED PER ISPWC DIVISION 1000 CONSTRUCTION
STORMWATER BEST MANAGEMENT PRACTICES.
APPROACH-ACCESS MANAGEMENT
K.AN ENCROACHMENT PERMIT ISSUED BY ITD SHALL BE REQUIRED FOR
CONSTRUCTION OF ALL ACCESSES TO THE HIGHWAY.
L.THE ANGLE OF INTERSECTION WITH THE LOCAL ROAD SHALL BE BETWEEN
60-120 DEGREES.
M.THE MAXIMUM ALLOWED ACCESS WIDTH 84 FEET
N.PROPOSED ACCESS WIDTH 68 FEET
ROADWAY CONSTRUCTION
O.SUB-BASE. THE MINIMUM SUB-BASE SHALL BE 18-INCHES OF 4-INCH MINUS
PIT RUN COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER AASHTO T-99
PROCTOR AND PLACED IN LAYERS NOT MORE THAN 8-INCHES THICK. THE
SUB-BASE SHALL MEET THE FOLLOWING GRADATION:
P.AGGREGATE BASE COURSE - THE MINIMUM DEPTH SHALL BE 6-INCHES OF
CRUSHED AGGREGATE COMPACTED TO 95% OF MAXIMUM DRY DENSITY
PER AASHTO T-99 PROCTOR AND PLACED IN LAYERS NOT MORE THAN
4-INCHES THICK. THE BASE COURSE SHALL MEET THE FOLLOWING
GRADATION:
KEYED NOTES - ITD STANDARDS
ITD1.CONSTRUCT APPROACH PER ITD STANDARD DRAWNIG 405-1 RURAL
APPROACHES WHERE APPLICABLE. FOR EXAMPLE, MAINTAIN SKEW,
CLEARZONE, SLOPES, APPROACH PROFILE, DRAINAGE, AND OTHER
DESCRIBED ELEMENTS ARE WITHIN ACCEPTABLE LIMITS WHERE
APPLICABLE AND PRACTICABLE.
ITD2.FURNISH AND CONSTRUCT PIPE AND CONDUIT INCLUDING TRENCHING
PER ITD STANDARD DRAWING 601-1 PIPE AND CONDUIT INSTALLATION.
ITD3.FURNISH AND INSTALL STORM DRAIN MANHOLE, TYPE C, PER ITD
STANDARD DRAWING 605-12 WITH GRADE RINGS, FRAME, COVER, AND
CONCRETE COLLAR PER ITD STANDARD DRAWING 605-13.
ITD4.FURNISH AND INSTALL CURB INLET TYPE 2 PER ITD STANDARD DRAWING
605-20 INLETS & CATCH BASINS TYPES 1, 2 & 3.
ITD5.CONSTRUCT VERTICAL SURFACE DISCONTINUITY PER ITD STANDARD
DRAWNIG 614-1 SIDEWALKS.
ITD6.FURNISH AND CONSTRUCT PERPENDICULAR CURB RAMP WITH
DETECTABLE WARNING SURFACE PER ITD STANDARD DRAWING 614-3
CURB RAMPS.
ITD7.FURNISH AND CONSRUCT CURB AND GUTTER TYPE 1 PER ITD
STANDARD DRAWNIG 615-1.
ITD8.FURNISH AND CONSTRUCT CURB TYPE 3 PER ITD STANDARD DRAWNIG
615-1.
ITD9.FURNISH AND CONSTRUCT TRAFFIC SEPARATOR TYPE 2 PER ITD
STANDARD DRAWNIG 615-1
ITD10.FURNISH AND CONSTRUCT GUTTER TYPE 1 PER ITD STANDARD
DRAWNIG 615-1
ITD11.FURNISH AND CONSTRUCT CURB TERMINUS PER ITD STANDARD
DRAWING 615-1
MATCH EXISTING
ASPHALT ELEVATION
STA 351+42.82 EX. SD
INLET TYPE 2 20.98 FT. RT.
LIMITS OF ITD CONSTRUCTION
STANDARDS AT PT
MATCH EXISTING ASPHALT ELEVATION
STA 353+00.50 BEGIN TAPER
35.19 FT LT (NORTH)
8
ITD6
ITD3 ITD4
ITD7
4.00' SHOULDER
12.00' RIGHT TURN LANE
12.00' THROUGH LANE
12.00' LEFT TURN LANE
16.00' THROUGH LANE
TB
C
4
8
5
7
.
0
1
FL
4
8
5
6
.
5
1
STA 351+24.66 BEGIN SAWCUT
32.00 LT (NORTH)
MATCH EXISTING ASPHALT
ELEVATION
TB
C
4
8
5
6
.
4
7
FL
4
8
5
5
.
9
7
C11 = 46.70'
4844
4848
4852
4856
4860
355+20 355+40 355+60 355+80 356+20 356+40 356+60 356+80 357+20 357+40 357+60 357+80 358+20 358+40 358+60 358+80 359+20
STA:358+40.15
41.78 LT (NORTH)
ELEV:4856.42
STA:357+50.15 PT
56.61' LT (NORTH)
ELEV:4856.11
55.79' LT (NORTH)
ELEV:4855.29
55.79' LT (NORTH)
ELEV:4855.29
STA:356+49.28 PC
56.61' LT (NORTH)
ELEV:4856.11
STA:355+00.00 HIGH POINT
32.47' LT (NORTH)
FL:4856.56
355+00
48
5
7
.
0
9
48
5
6
.
5
6
356+00
48
5
7
.
2
1
48
5
6
.
2
6
357+00
48
5
7
.
3
1
48
5
5
.
2
9
358+00
48
5
7
.
2
3
48
5
6
.
2
8
359+00
48
5
6
.
6
1
EXISTING GROUND AT
EDGE OF ASPHALT
EXISTING GROUND AT
STATIONING ALIGNMENT
PROPOSED FLOWLINE
LEFT SIDE (NORTH)
STA:356+64.33
48.05' LT (NORTH)
CATCH BASIN
TOG: 4855.75
IE OUT: 4851.75
BE: 4850.75 STA:357+33.15
46.87' LT (NORTH)
CATCH BASIN
TOG: 4855.75
IE OUT: 4851.75
BE: 4850.75
STA:356+69.48
23.19' LT (NORTH)
ELEV:4856.72
STA:357+28.59
23.19' LT (NORTH)
ELEV:4856.72
PROPOSED TOP
CONCRETE CURB AT
ISLAND (NORTH)
STA:358+48.39
ELEV:4856.95
-1.76%1.72%
-0.30%0.35%
END OF CURB
TOP OF ASPHALT
24" DIA. RCP STORM DRAIN
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
IE: IN 4851.00
BE:4849.50
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
IE: IN 4851.00
BE:4849.50
STA:357+38.91
INFILTRATOR MANHOLE
RIM:4856.25
BE: 4848.25
IE IN 4851.70 12" SW
IE OUT 4851.25
STA:356+58.67
INFILTRATOR MANHOLE
RIM:4856.25
BE: 4848.25
IE IN 4851.70 12" SE
IE OUT 4851.25
4857
//////////////////
///
///
///
/////////////////////////////////
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
355+00 356+00 357+00 358+00 359+00 360+00
0+
0
0
STA:356+58.67
INFILTRATOR MANHOLE
N:787227.40
E:748733.53
STA:357+38.91
INFILTRATOR MANHOLE
N:787228.26
E:748813.76
PAGE NO:
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-
1
9
-
0
0
6
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X
B
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G
W
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,
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I
S
I
O
N
N
O
.
1
JUNE 2020
12
T
H
W
E
S
T
PR
O
P
E
R
T
I
E
S
R.
B
A
R
K
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
1
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
G
N
3/
2
0
BE
C
3
CO
N
S
T
R
U
C
T
I
O
N
D
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A
W
I
N
G
S
6/
2
0
BE
C
19
C-PP-08
ST
A
.
3
5
5
+
0
0
-
S
T
A
.
3
5
9
+
0
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
MA
I
N
S
T
R
E
E
T
0
SCALE: 1" =
20'20'
20'
10'
EW
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
PA
H
S
I
M
E
R
O
I
B
L
V
D
.
MAIN STREET
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
0
7
MATCH LINE SEE SHEET C-PP-06
16.00' LEFT THROUGH LANE
12.00' RIGHT TURN LANE
12.00' RIGHT TURN LANE
12.00' THROUGH LANE
12.00' THROUGH LANE
12.00' LEFT TURN LANE
16.00' THROUGH LANE
12.00' RIGHT TURN LANE
12.01' MEDIAN
MATCH EXISTING
ASPHALT ELEVATION
TB
C
4
8
5
5
.
7
9
FL
4
8
5
5
.
2
9
TBC
4
8
5
6
.
6
1
FL 48
5
6
.
1
1
TB
C
4
8
5
6
.
7
2
FL
4
8
5
6
.
7
2
TB
C
4
8
5
6
.
7
2
FL
4
8
5
6
.
7
2
TBC 485
5
.
7
9
FL 4855
.
2
9
TBC 48
5
6
.
6
1
FL 485
6
.
1
1
T
B
C
4
8
5
6
.
9
5
F
L
4
8
5
6
.
4
5
TBC 4856.0
3
FL 4855.53
TBC
4
8
5
6
.
0
3
FL 4
8
5
5
.
5
3
TBC 4856.52
FL 4856.52
TBC 4856.52
FL 4856.52
TB
C
4
8
5
5
.
8
5
FL
4
8
5
5
.
8
5
TB
C
4
8
5
5
.
8
5
FL
4
8
5
5
.
8
5
28
28
ITD4
ITD6
ITD4
ITD6
ITD7
ITD7
8
8
ITD5
ITD8
CONSTRUCTION NOTES MAIN STREET
A.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY
DISCREPANCIES.
B.BENCHMARKS ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. IF
NEW OR DIFFERENT BENCHMARKS ARE DESIRED, CONTACT THE ENGINEER
OR THE SURVEYOR.
C.EARTHWORK SHALL BE PROVIDED AND PERFORMED PER THE ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 200 -
EARTHWORK .
D.EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED AND PERFORMED
PER ITD 2018 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
DIVISION 200 - EARTHWORK..
E.GRANULAR SUBBASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 301 -
GRANULAR SUBBASE.
F.AGGREGATE BASE SHALL BE FURNISHED AND INSTALLED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 303 -
AGGREGATE BASE.
G.BITUMINOUS SURFACING SHALL BE FURNISHED AND INSTALLED PER 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 400 -
SURFACE COURSES AND PAVEMENT.
H.TRAFFIC CONTROL SHALL BE PERFORMED AND PROVIDED PER ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, DIVISION 626 -
TEMPORARY TRAFFIC CONTROL.
I..MATERIALS SHALL COMPLY WITH 2018 STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION, DIVISION 700 - MATERIALS
J.CONSTRUCTION STORMWATER BEST MANAGEMENT PRACDTICES SHALL BE
PROVIDED AND PERFORMED PER ISPWC DIVISION 1000 CONSTRUCTION
STORMWATER BEST MANAGEMENT PRACTICES.
APPROACH-ACCESS MANAGEMENT
K.AN ENCROACHMENT PERMIT ISSUED BY ITD SHALL BE REQUIRED FOR
CONSTRUCTION OF ALL ACCESSES TO THE HIGHWAY.
L.THE ANGLE OF INTERSECTION WITH THE LOCAL ROAD SHALL BE BETWEEN
60-120 DEGREES.
M.THE MAXIMUM ALLOWED ACCESS WIDTH 84 FEET
N.PROPOSED ACCESS WIDTH 68 FEET
ROADWAY CONSTRUCTION
O.SUB-BASE. THE MINIMUM SUB-BASE SHALL BE 18-INCHES OF 4-INCH MINUS
PIT RUN COMPACTED TO 95% OF MAXIMUM DRY DENSITY PER AASHTO T-99
PROCTOR AND PLACED IN LAYERS NOT MORE THAN 8-INCHES THICK. THE
SUB-BASE SHALL MEET THE FOLLOWING GRADATION:
P.AGGREGATE BASE COURSE - THE MINIMUM DEPTH SHALL BE 6-INCHES OF
CRUSHED AGGREGATE COMPACTED TO 95% OF MAXIMUM DRY DENSITY
PER AASHTO T-99 PROCTOR AND PLACED IN LAYERS NOT MORE THAN
4-INCHES THICK. THE BASE COURSE SHALL MEET THE FOLLOWING
GRADATION:
KEYED NOTES - ITD STANDARDS
ITD1.CONSTRUCT APPROACH PER ITD STANDARD DRAWNIG 405-1 RURAL
APPROACHES WHERE APPLICABLE. FOR EXAMPLE, MAINTAIN SKEW,
CLEARZONE, SLOPES, APPROACH PROFILE, DRAINAGE, AND OTHER
DESCRIBED ELEMENTS ARE WITHIN ACCEPTABLE LIMITS WHERE
APPLICABLE AND PRACTICABLE.
ITD2.FURNISH AND CONSTRUCT PIPE AND CONDUIT INCLUDING TRENCHING
PER ITD STANDARD DRAWING 601-1 PIPE AND CONDUIT INSTALLATION.
ITD3.FURNISH AND INSTALL STORM DRAIN MANHOLE, TYPE C, PER ITD
STANDARD DRAWING 605-12 WITH GRADE RINGS, FRAME, COVER, AND
CONCRETE COLLAR PER ITD STANDARD DRAWING 605-13.
ITD4.FURNISH AND INSTALL CURB INLET TYPE 2 PER ITD STANDARD DRAWING
605-20 INLETS & CATCH BASINS TYPES 1, 2 & 3.
ITD5.CONSTRUCT VERTICAL SURFACE DISCONTINUITY PER ITD STANDARD
DRAWNIG 614-1 SIDEWALKS.
ITD6.FURNISH AND CONSTRUCT PERPENDICULAR CURB RAMP WITH
DETECTABLE WARNING SURFACE PER ITD STANDARD DRAWING 614-3
CURB RAMPS.
ITD7.FURNISH AND CONSRUCT CURB AND GUTTER TYPE 1 PER ITD
STANDARD DRAWNIG 615-1.
ITD8.FURNISH AND CONSTRUCT CURB TYPE 3 PER ITD STANDARD DRAWNIG
615-1.
ITD9.FURNISH AND CONSTRUCT TRAFFIC SEPARATOR TYPE 2 PER ITD
STANDARD DRAWNIG 615-1
ITD10.FURNISH AND CONSTRUCT GUTTER TYPE 1 PER ITD STANDARD
DRAWNIG 615-1
ITD11.FURNISH AND CONSTRUCT CURB TERMINUS PER ITD STANDARD
DRAWING 615-1
ITD6
C6 = 46.63'C6=47.61'
MATCH EXISTING
ASPHALT ELEVATION
12.00' RIGHT TURN LANE
12.00' THROUGH LANE
12.00' THROUGH LANE
TBC 48
5
7
.
0
6
FL 485
6
.
5
6
12TH WEST STA 356+96.97 =
PAHSIMEROI BLVD STA 0+00
4840
4844
4848
4852
4856
4860
4840
4844
4848
4852
4856
4860
7+20 7+40 7+60 7+80 8+20 8+40 8+60 8+80 9+20 9+40 9+60 9+80 10+20 10+40 10+60 10+80 11+20 11+40
STA:7+76.85 PT
28.06' RT (EAST)
ELEV:4855.80 STA:8+00.13
ELEV:4856.27
STA:9+65.68 PC
28.42' RT (EAST)
ELEV:4855.48
STA:10+30.68 PT
28.54 RT (EAST)
ELEV:4855.75 STA:11+50.00
28.78' RT (EAST)
ELEV:4856.22
48
5
6
.
6
3
48
5
6
.
6
0
48
5
5
.
7
1
48
5
6
.
7
3
48
5
5
.
3
1
10+00
48
5
7
.
0
5
48
5
5
.
6
2
11+00
48
5
7
.
2
3
48
5
6
.
0
2
11+50
48
5
7
.
3
6
48
5
6
.
2
2
ST
A
:
2
7
+
8
8
.
8
5
MA
N
H
O
L
E
-
(
4
)
0.
0
0
L
T
.
(
E
A
S
T
)
RI
M
:
4
8
5
6
.
1
0
IE
I
N
4
8
4
3
.
7
7
8
"
E
IE
I
N
4
8
4
3
.
7
7
8
"
W
IE
O
U
T
4
8
4
3
.
6
7
8
"
S
STA:9+11.05
SD MH, TYPE C
37.71 RT (EAST)
RIM:4857.14
IE IN 4853.12 12" W
IE IN 4845.76 24" S
IE OUT 4845.76 24" N RCP
STA:9+10.99 PROP.
DROP INLET
TOG 4855.22
IE E 4850.72 12" DIA HDPE
BE 4850.22
STA:25+53.27
MANHOLE - (1)
RIM:4856.02
BE: 4842.37
IE IN 4842.37 8" NE
ST
A
1
0
+
0
4
.
5
7
WA
T
E
R
L
I
N
E
C
O
N
N
E
C
T
I
O
N
43
.
3
1
'
R
T
(
E
A
S
T
)
379.98'LF 12" DIA. DIP WATERLINE
380' OF 24" DIA. SDR35 PVC SEWER PIPE @ 0.18%
167' OF 24" STORM DRAIN @ 0.10%
380' OF 24" DIA. SDR35 PVC SEWER PIPE @ 0.18%258' 12" DIA. STORM DRAIN @ 0.22%
12" DIA. STORM DRAIN
A
P
P
R
O
X
I
M
A
T
E
L
Y
5
'
C
O
V
E
R
21' OF 12" DIA. SDR35 PVC SEWER PIPE @ 1.18%
STA:351+39.73
SD MH. TYPE C
-35.73 RT. (EAST)
RIM:4855.77
BE: 4843.93
IE IN 4851.75 12" E
IE IN 4845.93 24" S
IE OUT 4845.93 24" N
STA:7+44.19
CURB INLET
TOG: 4855.50
BE: 4851.50
IE OUT 4852.00 12" W
BE 4850.73
ST
A
7
+
9
5
.
1
9
FI
R
E
H
Y
D
R
A
N
T
41
.
1
3
'
R
T
(
E
A
S
T
)
0.40%
0.40%
0.49%-0.40%
380' OF 24" DIA. SDR35 PVC SEWER PIPE @ 0.18%
TAPER STA:9+11.32
FL ELEV:4855.26
195' OF 8" DIA. SDR35 PVC SEWER PIPE @
0
.
4
0
%
29' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.46%
30' OF 8" DIA. SDR35 PVC SEWER PIPE @ 0.62%
PC
ELEV:4855.55
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
//////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
S
D
S
S
S
S
35
1
+
0
0
35
2
+
0
0
7+00 8+00 9+00 10+00 11+00
W W W
W
W W W W W W W W W W W W W
PROPOSED 195 LF 8" PIPE
PR
O
P
O
S
E
D
1
5
2
L
F
8
"
P
I
P
E
25+00 26+00 27+00
28
+
0
0
D
Y
H
PROPOSED 21 LF 12" PIPE
PROPOSED 4 LF 12" PIPE
E
X
I
S
T
I
N
G
3
0
L
F
8
"
P
I
P
E
PROPOSED 29 LF 8" PIPE
S
S
STA:25+53.27
MANHOLE - (1)
N:787216.87
E:748230.43
12TH WEST STA:9+94.52
TEMPORARY ACCESS
STA:27+88.85
MANHOLE - (4)
N:787452.45
E:748229.30
STA:25+74.34
MANHOLE - (2)
N:787238.05
E:748252.00
STA:25+93.70
MANHOLE - (3)
N:787257.30
E:748230.22
STA:7+44.19
DROP INLET
58.56' RT (EAST)
N:787202.15
E:748236.12
STA:9+10.99
DROP INLET
33.96' RT (EAST)
TOG 4856.75
IE E. OUT 4850.22 12" E HDPE
BE: 4850.22
STA:9+11.05
SD MH, TYPE C
37.71 RT. (EAST)
IE IN 4853.12 12" W
IE IN 4845.76 24" S
IE OUT 4845.76 24" N
12TH WEST STA: 12+05.18
MAIN STREET STA:351+39.73
SD MH, TYPE C
35.73' LT. (EAST)
N:787201.50
E:748214.94
PAGE NO:
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n
c
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I
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.
1
JUNE 2020
12
T
H
W
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S
T
PR
O
P
E
R
T
I
E
S
R.
B
A
R
K
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B.
C
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B.
C
R
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B.
C
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PR
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L
I
M
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A
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D
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S
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N
10
/
1
9
BE
C
2
FI
N
A
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D
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S
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N
3/
2
0
BE
C
3
CO
N
S
T
R
U
C
T
I
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N
D
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A
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S
6/
2
0
BE
C
20
C-PP-09
ST
A
.
7
+
7
0
.
0
2
-
S
T
A
.
1
1
+
5
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
12
T
H
W
E
S
T
0
SCALE: 1" =
20'20'
20'
10'
E
W
STA 351+01.90 HWY 33 =
STA 7+07.42 12TH WEST
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
AT STATIONING
ALIGNMENT
MA
I
N
S
T
R
E
E
T
12TH WEST
PROPOSED FLOWLINE
RIGHT SIDE (EAST)
MATCH LINE SEE SHEET C-PP-08
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
1
0
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
1
11
3
14
12
9 16
21
27
19
25
1
T
B
C
4
8
5
6
.
2
5
FL
4
8
5
5
.
7
5
TB
C
4
8
5
5
.
9
9
FL
4
8
5
5
.
4
9
TOC
4
8
5
6
.
0
7
T
A
4
8
5
6
.
1
7
TB
C
4
8
5
6
.
7
2
FL
4
8
5
6
.
2
2
MATCH EXISTING
ASPHALT ELEVATION
SAWCUT 6" OUTSIDE OF
EXISTING WHITE FOG LINE
MATCH EXISTING
ASPHALT ELEVATION
ITD4ITD3
T
B
C
4
8
5
6
.
3
1
F
L
4
8
5
5
.
8
1
PROTECT EXISTING
TRAFFIC SIGNAL MAST
AND LIGHT POLE
LIMITS OF ITD
CONSTRUCTION
STANDARDS AT PT
EXISTING GROUND AT
EDGE OF ASPHALT
ITD3
ITD4
REPLACE FM WITH
GRAVITY SEWER FROM
CORNER TO TEMPORARY
ACCESS
TB
C
4
8
5
5
.
7
7
FL
4
8
5
5
.
2
7
C11 = 48.70'
4842
4844
4848
4852
4856
4860
4842
4844
4848
4852
4856
4860
11+60 11+80 12+20 12+40 12+60 12+80 13+20 13+40 13+60 13+80 14+20 14+40 14+60 14+80 15+20 15+40 15+60 15+80
STA:11+50.00
28.78' RT (EAST)
ELEV:4856.22
STA:15+38.88
ELEV:4855.36
STA:15+62.48 PT
ELEV:4855.12
11+50
48
5
7
.
3
6
48
5
6
.
2
2
12+00
48
5
7
.
4
4
48
5
6
.
0
7
13+00
48
5
7
.
2
1
48
5
5
.
7
7
14+00
48
5
6
.
9
9
48
5
5
.
4
7
15+00
48
5
6
.
6
4
48
5
5
.
1
7
16+00
48
5
5
.
8
3
-0.30%
1.00%-1.00%
380' OF 24" STORM DRAIN @ 0.18%
ST
A
:
3
5
1
+
4
3
.
6
4
ST
R
U
C
T
U
R
E
-
(
2
5
)
RI
M
:
4
8
5
5
.
7
8
BE
:
4
8
4
5
.
0
9
IE
I
N
4
8
4
5
.
0
9
2
4
"
S
IE
O
U
T
4
8
4
5
.
0
9
2
4
"
N
225' OF 24" STORM DRAIN @ 0.48
%
ST
A
:
1
5
+
1
5
.
2
8
SD
M
H
,
T
Y
P
E
C
34
.
5
7
R
T
(
E
A
S
T
)
RI
M
:
4
8
5
5
.
6
5
IE
I
N
4
8
4
4
.
0
2
2
4
"
S
IE
I
N
4
8
4
9
.
9
8
1
2
"
W
IE
O
U
T
4
8
4
4
.
0
2
2
4
"
N
STA:15+15.35
CURB INLET
TOG = 4855.08
IE OUT = 4850.58
BE = 4850.08
IE OUT 4850.58 12" E
329' 12" DIA. STORM DRA
I
N
@
0
.
4
8
%
STA:15+15.28 PC
ELEV:4855.12
EXISTING SD MANHOLE. ADJUST
MANHOLE TO GRADE AND
CONSTRUCT CONCRETE
COLLAR IF NECESSARY
EXISTING GROUND AT ROAD
CENTERLINE
4855
4854
4
8
5
4
4856
4857
/////////////////////////////////////////////////////////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
12+00 13+00 14+00 15+00 16+00
10
+
0
0
C
O
N
STA:351+43.64
Structure - (25)
N:787748.55
E:748210.00
FIREHOLE AVE STA: 10+34.61
12TH STREET STA:15+15.28
STRUCTURE - (26)
SD MH, TYPE C
34.57 RT. (EAST)
N:787973.14
E:748209.38
FIREHOLE AVE STA: 10+31.11
12TH STREET STA:15+15.35
DROP INLET
31.08' RT (EAST)
TOG 4855.75
N:787973.20
E:748205.89
ORIGIN OF RADII
N:787973.32
E:748238.85
R
3
0
.
0
0
'
PAGE NO:
DATE:
SHEET NO:
QA
/
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1
JUNE 2020
12
T
H
W
E
S
T
PR
O
P
E
R
T
I
E
S
R.
B
A
R
K
E
R
B.
C
R
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T
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E
R
B.
C
R
O
W
T
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E
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B.
C
R
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1
PR
E
L
I
M
I
N
A
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Y
D
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S
I
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N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
G
N
3/
2
0
BE
C
3
CO
N
S
T
R
U
C
T
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O
N
D
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A
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I
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S
6/
2
0
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C
21
C-PP-10
ST
A
.
1
1
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5
0
-
S
T
A
.
1
5
+
5
0
.
1
3
PL
A
N
A
N
D
P
R
O
F
I
L
E
12
T
H
W
E
S
T
0
SCALE: 1" =
20'20'
20'
10'
E
W
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND AT
EDGE OF ASPHALT
F
I
R
E
H
O
L
E
D
R
I
V
E
12TH WEST
FLOWLINE
TB
C
4
8
5
5
.
6
3
FL
4
8
5
5
.
1
3
TBC
4
8
5
5
.
6
3
FL 4
8
5
5
.
1
3
TA
4
8
5
5
.
9
7
3
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
P
P
-
0
9
MATCH LINE SEE SHEET C-PP-11
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
C4 = 47.20'
4844
4848
4852
4856
4860
4844
4848
4852
4856
4860
10+20 10+40 10+60 10+80 11+20 11+40 11+60 11+80 12+20 12+40 12+60 12+80 13+20 13+40 13+60
FIREHOLE AVE STA: 12+05.18
SAWTELLE AVE STA:10+00.00
MANHOLE - (9)
RIM:4855.52
BE: 4846.85
IE IN 4846.95 8" N
IE OUT 4846.85 8" S
FLOW LINE OF CURB
STA:10+41.04
ELEV:4848.24
STA:13+60.89
ELEV:4846.56
320' OF 8" AWWA C-151 DIP W
A
T
E
R
L
I
N
E
10+00
48
5
6
.
1
3
48
5
6
.
1
3
11+00
48
5
3
.
5
4
48
5
3
.
5
4
12+00
48
5
3
.
5
5
48
5
3
.
5
5
13+00
48
5
3
.
8
2
48
5
3
.
8
2
13+61.35
48
5
2
.
1
6
48
5
2
.
1
6
ST
A
1
2
+
3
0
.
0
1
WA
T
E
R
L
I
N
E
T
E
E
ST
A
1
2
+
2
6
.
5
7
WA
T
E
R
L
I
N
E
V
A
L
V
E
ST
A
1
2
+
3
3
.
9
1
WA
T
E
R
L
I
N
E
V
A
L
V
E
ST
A
1
1
0
+
4
6
.
4
8
WA
T
E
R
L
I
N
E
V
A
L
V
E
STA:10+34.76
24" DIA. RCP STORM DRAIN
STA:10+37.19
4" DIA. NATURAL GAS
STA:10+51.47
4" DIA. SS FORCEMAIN
ST
A
1
2
+
+
6
9
.
8
8
WA
T
E
R
L
I
N
E
T
E
E
STA:11+47.92
MANHOLE
RIM:4855.20
BE: 4847.20
IE IN 4850.40 12" N
IE OUT 4847.20 12" E
STA:11+47.91
CATCH BASIN AND INFILTRATOR
TOG:4854.65
BE: 4849.65
IE OUT 4850.65 12" S
42' (6 STORMTECH SC-740)
INFILTRATION CHAMBERS
IE: IN 4849.95
BE:4848.45
0.50%-0.50%
1.00%-1.00%
-0.50%
-0.50%
PT STA:10+64.07
ELEV:4855.13
PT STA:12+57.19
ELEV:4854.74
CE
N
T
E
R
L
I
N
E
S
T
A
=
1
0
+
0
0
.
0
0
EL
E
V
=
4
8
5
6
.
1
3
CE
N
T
E
R
L
I
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E
S
T
A
=
1
0
+
6
4
.
0
7
EL
E
V
=
4
8
5
5
.
6
5
CE
N
T
E
R
L
I
N
E
S
T
A
=
1
1
+
4
7
.
9
1
EL
E
V
=
4
8
5
5
.
2
3
CE
N
T
E
R
L
I
N
E
S
T
A
=
1
2
+
0
5
.
1
9
EL
E
V
=
4
8
5
5
.
5
2
CE
N
T
E
R
L
I
N
E
S
T
A
=
1
3
+
5
5
.
5
2
EL
E
V
=
4
8
5
4
.
7
7
0.50%
PC
ELEV:4854.74
PC STA:11+53.18
ELEV:4854.74
0.50%
PT
ELEV:4854.74
STA:15+15.35
CURB INLET
TOG:4855.08
BE: 4850.58
IE OUT 4850.58 12" E
STA:15+15.28
SD MH. TYPE C
37.57 RT (EAST)
RIM:4855.65
BE: 4844.02
IE IN 4844.02 24" S
IE IN 4849.98 12" W
IE OUT 4844.02 24" N
0.50%-0.50%
-0.50%
-0.75%
//
/
//
/
//
/
//
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
15
+
0
0
16
+
0
0
10+00 11+00 12+00 13+00 13+61
10+00
HY D
PR
O
P
O
S
E
D
2
0
2
L
F
8
"
P
I
P
E
PROPOSED 171 LF 8" PIPE
C
O
N
CON CON CON CON CON CON
C
O
N
FIREHOLE AVE STA: 12+05.18
SAWTELLE AVE STA:10+00.00
MANHOLE - (9)
N:788025.70
E:748379.80
FIREHOLE AVE STA: 10+34.61
12TH STREET STA:15+15.28
STRUCTURE - (26)
SD MH, TYPE C
34.57 RT. (EAST)
N:787973.14
E:748209.38
FIREHOLE AVE STA: 10+31.11
12TH STREET STA:15+15.35
DROP INLET
31.08' RT (EAST)
TOG 4855.75
STATION=11+47.91
CATCH BASIN AND
INFILTRATOR SYSTEM
N:788003.83
E:748322.60
ORIGIN OF RADII
N:787973.32
E:748238.85
C12 O
R
I
G
I
N
O
F
R
A
D
I
I
N:78
7
9
7
3
.
5
9
E:748
3
2
7
.
9
7
C11 ORIGIN OF RADII
N:787973.87
E:748431.97
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1
JUNE 2020
12
T
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B
A
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1
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L
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D
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S
I
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N
10
/
1
9
BE
C
2
FI
N
A
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D
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S
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N
3/
2
0
BE
C
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CO
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C
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A
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S
6/
2
0
BE
C
22
C-PP-11
ST
A
.
1
0
+
2
5
.
2
1
-
S
T
A
.
1
3
+
5
5
.
5
2
PL
A
N
A
N
D
P
R
O
F
I
L
E
FI
R
E
H
O
L
E
A
V
E
N
U
E
0
SCALE: 1" =
20'20'
20'
10'
EW
SCALE:
PLAN VIEW
1"= 20'
SCALE:
PROFILE VIEW
1"= 20'
EXISTING GROUND
SA
W
T
E
L
L
E
A
V
E
N
U
E
FIRE HOLE AVENUE
12
T
H
W
E
S
T
25
27
27
25
2727
26
21
TBC
4
8
5
5
.
2
1
FL
4
8
5
4
.
7
1
TB
C
4
8
5
5
.
2
1
FL
4
8
5
4
.
7
1
T
B
C
4
8
5
5
.
2
1
F
L
4
8
5
4
.
7
1
TB
C
4
8
5
5
.
2
1
FL
4
8
5
4
.
7
1
T
B
C
4
8
5
5
.
6
3
F
L
4
8
5
5
.
1
3
T
B
C
4
8
5
5
.
6
3
F
L
4
8
5
5
.
1
3
T
A
4
8
5
5
.
2
5
T
A
4
8
5
5
.
9
7
TA
4
8
5
7
.
5
5
TA
4
8
5
5
.
2
5
TA
4
8
5
4
.
6
7
TB
C
4
8
5
4
.
6
8
FL 4
8
5
4
.
1
8
2
GRADE BREAKS
3
C-PP-04 C-PP-05
C-
P
P
-
0
2
C-
P
P
-
0
3
C-PP-07
C-
P
P
-
0
6
C-PP-08
C-
P
P
-
0
9
C-PP-11
C-
P
P
-
1
0
MATCH LINE SEE SHEET C-PP-10
4
CONSTRUCTION NOTES
A.GENERAL LOCATION OF UTILITIES IS SHOWN ON THE PLANS. THEY ARE TO BE
USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT
UTILITY LOCATION. UTILITIES SHOWN MAY NOT BE INCLUSIVE OF ALL UTILITES
THAT EXIST.
B.DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, PIPELINES, ETC. ARE TO
CENTERLINE UNLESS OTHERWISE NOTED.
C.ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS
OTHERWISE NOTED.
D.ALL NEW UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS
RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID INTERFERENCE WITH
OTHER ASPECTS OF THE PROJECT.
E.THERE SHALL BE A 10 FOOT MINIMUM HORIZONATAL SEPARATION DISTANCE
BETWEEN ALL EXISTING WATER LINES AND NEW SEWER LINES EXCEPT WHERE
WATER AND SEWER LINES CROSS AT APPROXIMATELY RIGHT ANGLES, WHERE
A MINIMUM OF 1.5 FEET OF VERTICAL SPEARATION SHALL BE MAINTAINED.
F.MINIMUM DEPTH OF COVER FOR WATER AND SEWER LINES, UNLESS
OTHERWISE SHOWN ON THE PLANS, SHALL BE FIVE (5) FEET.
G.UTILITY INSTALLATION SHALL CONFORM WITH CITY OF DRIGGS STANDARDS
AND TECHNICAL SPECIFICATIONS MANUAL, DIVISIONS AND SECTIONS AS
FOLLOWS:
a.EARTHWORK DIVISION 200
b.TRENCHING DIVISION 300
c.WATER LINES AND APPURTENANCES DIVISION 400
d.SEWER LINES AND APPURTENANCES DIVISION 500
e.PIPING AND STORM DRAINS DIVISION 600
H.ALL PIPE AND MATERIALS FURNISHED AND INSTALLED FOR CULINARY USE
SHALL COMPLY WITH NATIONAL SANITARY FOUNDATION (NSF) STANDARD 61.
KEYED NOTES
ROADWAY AND PARKING
1.CONSTRUCT CURB & GUTTER PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - STANDARD
CURB & GUTTER.
2.CONSTRUCT ADA COMPLIANT ACCESS PER CITY OF REXBURG STANDARD
DETAILS, COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 -
TWO DIRECTIONAL DEPRESSED ACCESS.
3.CONSTRUCT DRIVEWAY ACCESS PER CITY OF REXBURG STANDARD DETAILS,
COMMERCIAL AND MULTIFAMILY, STANDARD DETAILS, SHEET 7 - COMMERCIAL
& MULTIFAMILY DRIVEWAY.
4.FURNISH AND CONSTRUCT STREET LIGHTS PER CITY OF REXBURG
STANDARD DETAILS, PEDESTRIAN EMPHASIS OVERLAY, STREET LIGHTS,
STANDARD DETAILS, SHEET 9.
5.CONTRUCT 6” VERTICAL CURB PER ISPWC SD-701A.
6.CONSTRUCT 12” RIBBON CURB PER ISPWC 701 (EXACT DETAIL NOT
AVAILABLE). CURB SHALL BE FLUSH WITH ROADWAY SURFACE AND
DIMENSIONS SHALL BE 12” WIDE BY 8” DEEP.
7.CONSTRUCT VALLEY GUTTER PER ISPWC SD-708 OR CITY OF REXBURG
STANDARD DETAILS, SIDEWALK, CURB & GUTTER, DRIVEWAY-CROSS DRAIN
DETAIL.
8.CONSTRUCT BIKE PATH PER THE APPLICABLE ROAD CROSS SECTION FROM
THE CITY OF REXBURG STANDARD DETAILS.
9.CONSTRUCT SIDEWALK PER ISPWC SD-709. WIDTH CALLED OUT ON PLANS.
10.CONSTRUCT DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC
SD-712.
11.ASPHALT ROADWAY - CONSTRUCT ASHPALT ROADWAY PER CITY OF
REXBURG STANDARD DETAILS AS MODIFIED ON THE SECTIONS PRESENTED
ON SHEET C-DT-01.
UTILITIES
12.CONSTRUCT UTILITY TRENCHING PER THE IDAHO DIVISON OF PUBLIC WORKS
STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2015 STANDARD DETAILS
SD-301, BEDDING PER STANDARD DETAIL SD-302, AND IN CONFORMANCE
WITH SPECIFICAITON DIVISION 300
13.PROVIDE SEWER AND WATER SEPERATION WHERE LINES CROSS PER ISPWC
2015 EDITION STANDARD DRAWINGS SD-407
SANITARY SEWER
14.PIPE MATERIAL, GRAVITY LINES ( > 4" DIA).ASTM D3034 SDR 35 PVC PIPE.
15.PIPE MATERIAL, PRESSURE LINES ANSI/AWWA C990, CLASS 150.
16.FURNISH AND INSTALL PRE-CAST CONCRETE SANITARY SEWER STANDARD
MANHOLE TYPE A PER ISPWC STANDARD DETAIL SD-501.
17.FURNISH AND INSTALL SANITARY SEWER CLEANOUT PER ISPWC STANDARD
DETAIL SD-506A
18.FURNISH AND INSTALL SANITARY SEWER SERVICE LATERAL PER ISPWC
STANDARD DETAIL SD-511.
CULINARY WATER
19.PIPE MATERIAL (> OR = 4” DIA.) ANSI/AWWA C-151 DUCTILE IRON PIPE,
CLASS 50
20.PIPE MATERIAL (< 4” DIA.) AWWA C-901, CLASS 200 DR 7.3
21.CONNECT TO EXISTING 12-INCH WATER LINE
22.FURNISH AND INSTALL 3/4-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS,
¾” WATER SERVICE CONNECTION.
23.FURNISH AND INSTALL 1-INCH SERVICE CONNECTION WITH CORPORATION
STOP, METER BOX, AND METER PER CITY OF REXBURG, STANDARD DETAILS, 1
WATER SERVICE CONNECTION.
24.FURNISH AND INSTALL 6-INCH WATER LINE FOR FIRE SUPPRESSION SYSTEM.
CAP AND PROVIDE EITHER RESTRAINED JOINTS OR THRUST BLOCK.
25.FURNISH AND INSTALL THRUST BLOCKS PER ISPWC SD-403.
26.FURNISH AND INSTALL FIRE HYDRANT PER ISPWC STANDARD DETAIL SD-404.
27.FURNISH AND INSTALL GATE VALVE, VALVE BOX, AND LID PER ISPWC
STANDARD DETAIL SD-406.
STORM DRAIN
28.FURNISH AND INSTALL STORM DRAIN INFILTRATOR PER REXBURG STANDARD
DETAIL 16 WITH INLET CATCH BASIN TYPE I PER ISPWC STANDARD DRAWING
601 AND GRATE PER ISPWC STANDARD DRAWING 609, 12” DIA. PVC PIPE, AND
STORM TECH SC-740 CHAMBER.
R30.00'
R30.00'
R30.00'
MARK END OF
WATERLINE WITH
4"x4" POST
INSTALL METER
BOX AND CAP
WATERLINE NO
METER
INSTALL METER
BOX AND CAP
WATERLINE NO
METER
TB
C
T
O
E
A
2
9
.
0
0
'
TB
C
T
O
C
L
22
.
0
0
'
12TH WEST STA 15+67.36 =
FIRE HOLE DRIVE STA 10+00
4
16
28
T
A
4
8
5
5
.
4
9
C11, TBC 47.11'C11, TBC 47.13'
C4, TBC 47.20'
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a
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wr
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a
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a
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01
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1
JUNE 2020
12
T
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S
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B
A
R
K
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
B.
C
R
O
W
T
H
E
R
1
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
10
/
1
9
BE
C
2
FI
N
A
L
D
E
S
I
G
N
3/
2
0
BE
C
3
CO
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
6/
2
0
BE
C
23
C-TC-01
TR
A
F
F
I
C
C
O
N
T
R
O
L
P
L
A
N
CONSTRUCTION NOTES
A.PERFORM TRAFFIC CONTROL IN ACCORDANCE WITH THE ITD 2018
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, SECTION
626 - TEMPORARY TRAFFIC CONTROL.
A.ALL SIGNS SHALL BE POST MOUNTED IF THEY ARE LEFT UP FOR MORE
THAN THREE DAYS. OTHER SIGNS THAT ARE TAKEN DOWN DAILY SHALL
BE MOUNTED ON STANDS. SIGNS SHALL BE MOUNTED 7' ABOVE THE
PAVED SURFACE.
B.SOME ITD SIGN NUMBERS ARE NOT CONSISTENT WITH MUTCD SIGN
NUMBERS. SEE ITD SIGN CHART.
C.SIGNS AND SIGN STANDS THAT DO NOT APPLY TO ACTIVE WORK ZONE
TRAFFIC CONTROL SHALL BE REMOVED OR LAID DOWN AT LEAST 15'
FROM THE EDGE OF THE TRAVELED WAY.
D.COVER ALL CONFLICTING SIGNS WITHIN THE PROJECT. SIGNS SHALL BE
COVERED USING AN APPROVED METHOD. SIGNS DAMAGED DURING
CONSTRUCTION SHALL BE REPLACED WITH NEW SIGNS.
E.ALL SIGNS REQUIRE FLAGS.
F.SIGNS USED AT NIGHT SHALL HAVE TYPE A FLASHERS.
G.ALL PAINTED PAVEMENT MARKING SHALL BE COMPLETED BY THE
CONTRACTOR.
H.TRAFFIC CONTROL MUST BE REMOVE WHEN CONSTRUCTION IS NOT
ACTIVE AND REPLACED WHEN CONSTRUCTION WORK RECOMMENCES.
KEYED NOTES
8.REMOVE EXISTING STOP SIGN.
9.FURNISH AND INSTALL STOP SIGN (OR RELOCATE EXISTING STOP SIGN),
10.REMOVE, PROTECT, AND REPLACE
11.REMOVE, PROTECT, AND REPLACE MILEPOST.
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W20-9B
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W20-4B
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2 0 0 8 D A T E O R I G I N A L S I G N E D
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E O C T O B E R 2 6 , 2 0 1 0 D A T E O R I G I N A L S I G N E D :T E D E . M A S O N O R I G I N A L S I G N E D B Y :1
2
3
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