HomeMy WebLinkAboutSITE PLAN Rev. (3) 8.13.2020 - 297 E 7th N - Covey Cove - 4 Plex-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : SITE PLAN - 297 E 7th N - Covey Cove - 4 Plex
Address : 297 E 7th N
Record Type : Civil Site Plan
Document Filename : SITE PLAN Rev. (3) 8.13.2020 - 297 E 7th N - Covey Cove - 4 Plex.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 20-00423
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-2 Callout Joel Gray : PW Open 3 Sidewalk and street improvements to be completed with City
project at owners expense per Development Agreement.
Civil Site Plan
Approval of plans does not constitute approval of variance from code
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COVEY COVE
Rexburg, Idaho
PROJECT NO. 18053
CIVIL SITEWORK FOR:
BEING PART OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST OF
THE BOISE MERIDIAN, MADISON COUNTY, IDAHO
VICINITY MAP
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
WATER NOTES:
SEWER NOTES:
1. ALL WORK TO BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER REQUIREMENTS.
2. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH POWER COMPANY FOR INSTALLATION OF CONDUITS AND
POWER FOR THIS PROJECT
ELECTRICAL NOTES:
1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE.
LANDSCAPE/GREEN SPACE/ SNOW STORAGE
CITY OF REXBURG
ENGINEERING DEPARTMENT KEITH DAVIDSON (208) 359-3020
DEQ (208) 528-2650
DIGLINE (CALL BEFORE YOU DIG)(800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER KURT ROLAND (208) 757-7625
COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS
C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN
C-2 OVERALL UTILITY/GRADING PLAN
SWPP STORM WATER POLLUTION AND PREVENTION PLAN
D-1 DETAIL SHEET
EL.ELEVATION
FF FINISHED FLOOR
INV INVERT
O.C.ON CENTER
REQ'D REQUIRED
STD STANDARD
TEMP TEMPORARY
TYP TYPICAL
TBC TOP BACK OF CURB
DWG DRAWING
FL FLOW LINE OF CURB
X-TBC EXISTING TOP BACK OF CURB
X EXISTING
BTM BOTTOM
FO FINISHED OIL GRADE
EO EDGE OF OIL
MH MANHOLE
SSMH SANITARY SEWER MANHOLE
CB CATCH BASIN
FW FRONT OF SIDEWALK
BW BACK OF SIDEWALK
GB GRADE BREAK
TOW TOP OF WALL
HP HIGH POINT
LP LOW POINT
ABBREVIATIONS
PROJECT CONTACTS
INDEX
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W
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W E
S
N
PROJECT
LOCATION
E 7TH N
N
2
N
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S
T
1
2
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16
4
1
0
1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN
SUPPLEMENT THE CITY OF REXBURG STANDARDS.
2. PIPE BEDDING SHALL MEET TYPE 1 BEDDING PER THE 2017 ISPWC. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS
BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.
3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES,
SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN,
SHALL BE REPAIRED AT CONTRACTORS EXPENSE.
6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION
OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXISTING UTILITIES
WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE
NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL
MEASURES.
9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
10. SITE ADDRESS: 297 E 7TH N, REXBURG IDAHO 83440
GENERAL NOTES:
1.ALL WATER MAIN PIPE IN CITY ROW IS TO BE CLASS 50 DUCTILE IRON PIPE MEETING CITY OF REXBURG & ISPWC STANDARD
SPECIFICATIONS.
2. MINIMUM COVER OVER WATER LINES SHALL BE A MINIMUM OF 6 FEET.
3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2008 ISPWC DETAIL SD-403. PROVIDE
TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE
TO PHASED DEVELOPMENT.
4. ALL FIRE HYDRANTS TO BE MUELLER WATEROUS, CLOW BRAND OR WB 67-250, PAINTED RED, INSTALLED WITH A KOCHECH MODEL SZ
MC 5054-3-4 STORZ FITTING AND CAP.
5. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE
NOZZLE.
6. OWNERS PROPERTY: WATER MAINS SHALL BE PVC C900 WITH LOCATING WIRE INSTALLED MEETING ISPWC & ANSI/AWWA STANDARDS.
POTABLE WATER SERVICE LINE PIPE IS TO BE ONE INCH AWWA C-901 CLASS 200 SDR 7 IPS PE (UNLESS SHOWN OTHERWISE).
CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-401 AND SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP
TO BUT NOT INCLUDING THE WATER METER.
7. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.
8. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER
OR STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC STANDARD DRAWINGS SD-407.
9. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.
10. CONSTRUCT WATERLINES TO 5' OUTSIDE PHASE LIMITS. PLACE TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT TEMPORARY
END. IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS FROM THE
TEMPORARY END. MARK END CAP LOCATION WITH A POST.
11. USE HOT TAP CONNECTIONS PER CITY OF REXBURG STANDARDS.
12. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER ISPWC SECTIONS 401.3.6 AND 401.3.9.
13. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE
STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE
INSTALLATION TOLERANCES.
14. ALL WATER MAINS & SERVICES SHALL INCLUDE ALL LABOR, MATERIAL AND APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES,
VALVES, VALVE BOXES, CROSSES, FIRE HYDRANTS, FLUSH HYDRANTS, THRUST BLOCKS AND ALL OTHER MATERIAL REQUIRED FOR A
COMPLETE PROJECT.
15. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).
16.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FOR
LARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER.
1. ALL SANITARY SEWER MAIN LINE PIPING SHALL BE PVC SDR 35 MEETING ASTM D-3034 STANDARDS.
2. ALL STORM SEWER PIPING SHALL BE HDPE ADS N-12 WT IB TYPE S RIBBED PIPE OR HP SANITITE
WATERTIGHT PIPE MEETING ASTM F2764 AND F1417 STANDARDS OR EQUAL (APPROVAL OF ENGINEER
IS REQUIRED).
3. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE.
ALL SANITARY SEWER SERVICES SHALL EXTEND 15 FEET INTO THE PROPERTY AND BE MARKED WITH
A 2x4
4. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.
5. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4.
6. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2017 STANDARD DRAWINGS SD-501.
7. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2017 STANDARD DRAWINGS SD-301 & SD-302.
8. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2017 STANDARD
DRAWINGS SD-511, SD-511A, SD-511B AND SD-512.
9. DO NOT ALLOW MORE THAN 12" OF GRADE RINGS ON MANHOLES BEING RAISED.
8
-
1
2
-
2
0
71
.
2
1
'
( 18''SS ( 18''SS ( 18''SS ( 18''SS ( 18''SS ( 18''SS ( 18''SS ( 18''SS ( 18''SS ( 18''SS
2%
TBC
4873.61 +/-
TBC
4872.87 +/-
TBC
4872.79 +/-
TBC
4873.53 +/-
TBC
4872.68 +/-
TBC
4873.00 +/-
TBC/ TFW= 4872.80 +/-
EO= 4872.30 +/-
TBC/ TFW= 4873.00 +/-
EO= 4872.50 +/-
3
.
1
%
1
.
5
%
2.8
%
1.5
%
TFW= 4871.38
EO= 4870.88
TFW= 4871.38
EO= 4870.88
TBW
4871.50
TBW
4871.50
.3%
2%
1
.
5
%
1.5
%
1
.
5
%
1.5
%
1.5
%
1
.
5
%
1
.
5
%
1.5
%
1.5%
1.5%
TBW
4873.11 +/-
TBW
4873.03 +/-
(
8
'
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(
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'
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S
S
(
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'
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(
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'
W
GRATE= 4869.90
S= 4866.89
N= 4866.79
GRATE= 4870.13
N INV= 4867.13
GRATE= 4869.90
S INV= 4866.55
E INV=4866.45
GRATE= 4870.35
INV=4867.35
TFW= 4871.38
EO= 4870.88
TBW
4871.50
TFW= 4871.38
EO= 4870.88
TBW
4871.50
TFW= 4871.82
EO= 4871.32
EO
4871.32
TFW= 4871.82
EO= 4871.32
TFW= 4871.82
EO= 4871.32
TFW= 4871.38
EO= 4870.88
EO
4871.62
TFW=4871.82
EO=4871.32
TBW
4871.94
FF=4872.00FF=4872.00FF=4872.00FF=4872.00
FF=4872.00
FF=4872.00
FF=4872.00
( 8''SS ( 8''SS ( 8''SS
8''W 8''W
8''W 8''W
4''SS )
RIM= 4871.00
S INV OUT= 4862.81
E INV IN= 4862.91
4'
'
W
4''W 4''W
4''SS )
4''SS )
4''W 4''W
4''SS )
4''W 4''W
RIM= 4871.00
W INV OUT= 4863.34
S0
°
2
8
'
2
6
"
E
1
4
1
.
0
0
'
N89° 31' 34"E 62.00'
S0
°
2
8
'
1
0
"
E
8
9
.
0
0
'
N89° 31' 34"E
15.00'
S0
°
2
8
'
2
6
"
E
2
0
9
.
7
3
'
S89° 30' 57"W 302.50'
N89° 59' 51"E 121.77'
N0
°
0
0
'
0
9
"
W
2
3
4
.
9
7
'
4
8
7
1
4872
4870
4872
4872
E 7TH N
CITY OF
R
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B
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SSMH
RIM:4872.82
W INV:4860.23
X-SSMH
RIM:4872.81
E INV:4860.22
X-SSMH
RIM=4873.31
W INV=4860.66
EXISTING EDGE
OF OIL
EXISTING EDGE
OF OIL
BLDG 2
4 PLEX
RIM= 4873.00
E INV = 4860.58
W INV = 4860.58
N INV IN= 4861.42
4%
N89° 31' 34"E 2662.30'
FI
R
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L
A
N
E
T
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N
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.
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4''W
4''W
48
7
1
48
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8
( 18''SS ( 18''SS
INSTALL 8"X6"
TEE THRUST
BLOCK
108' OF 8” SS @ 0.40%
34
6
'
O
F
8
”
S
S
@
0
.
4
0
%
83' OF 12” SD @ 0.22%
9'x20'
9'x20'
2.5' STANDARD CURB
AND GUTTER
1.5' LIP DOWN
CURB
TBW
4871.50
N0
°
2
8
'
2
6
"
W
2
0
5
.
8
3
'
BLDG 3
4 PLEX
BLDG 4
4 PLEX
BLDG 5
4 PLEX
BLDG 6
4 PLEX
BLDG 7
4 PLEX
BLDG 8
4 PLEX
N89° 31' 34"E 101.80'
22
.
2
1
'
54
.
0
0
'
54
.
0
0
'
60.57'54.00'54.00'54.00'79.93'
17
.
7
9
'
79
.
5
3
'
L1
L2
L3
L4
L5 L6 L7 L8
14.00'
14.00'
14.00'
19.53'
14.00'14.00'
24.25'
24.04'
20.00'
22' OF 12” SD @ 4.9%
STORM POND/SNOW
STORAGE AREA
INV=4866.26 INV=4866.26 BTM
66.00
5' SIDEWALK
EO
4871.62
EO
4871.62
1.5%
R30.00'
120.00'
20.00'
16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W 16''W
.33%.33%.33%
HOT TAP AND THRUST BLOCK CONTRACTOR
TO VERIFY LOCATION OF 16"WATER MAIN
X-CL
EASEMENT
20.00'
( 18''SS ( 18''SS ( 18''SS ( 18''SS
756.99'
1803.51'
4873
4874
52.50'
25.00'
50.00'
67.00'
CITY OF
R
E
X
B
U
R
G
FF=4872.00
BLDG 1
4 PLEX
14.00'
4''SS )
4''W 4''W
20.00'
6.00'
20.58'
20.0' SETBACK
6.0' SETBACK
16.86'
50.00'
25.00'
10.00'
25'
20.00'
27.00'
9.00'
20.00'20.00'
20.00'
9.00'
9.00'
9.00'
27.00'
6.0' SETBACK
6.0' SETBACK
6.
0
'
S
I
D
E
W
A
L
K
6.
0
'
S
I
D
E
W
A
L
K
3.75'
20.00'
6.0' SETBACK
52.50'
9.00'
20.00'
L9
L10
N89° 30' 57"E
40.00'
S89° 30' 57"W
40.00'
4 PLEX
BLDG
1600 SF
N0
°
2
9
'
0
3
"
W
40
.
0
0
'
S0
°
2
9
'
0
3
"
E
40
.
0
0
'
4'
'
W
4'
'
W
W E
S
N
15'
SCALE: 1" = 30'
30'0 30'
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·CURRENT ZONING OF THE PROPERTY IS COMMUNITY BUSINESS CENTER (CBC)
AND WILL BE RE-ZONED TO MEDIUM DENSITY RESIDENTIAL 1 (MDR 1)
·THIS PROJECT IS UNDER ONE (1) OWNERSHIP
·FRONT SETBACK: 10' MINIMUM
·PROPOSED USE: 4 PLEX'S
·LOT AREA: 2.11 ACRES
·GREEN SPACE PROVIDED: 10,044 SF (0.23%)
·IMPERVIOUS AREA: 23,032 SF
·PARKING STALLS REQUIRED: 64 STALLS
·PARKING STALLS PROPOSED: 66 STALLS
·HANDICAP PARKING STALLS PROPOSED: 3 STALLS
·BUILDING HEIGHT: 20'
·BUILDING AREA: 12,800 SF
·PARKING LOT BUFFERING FROM RESIDENTIAL PROPERTIES SHALL MEET
SCREENING AND FENCING REQUIREMENTS OF THE CITY OF REXBURG
DEVELOPMENT CODE: SUPPLEMENTARY REGULATIONS SECTION 4.7. THIS
SHALL REQUIRE THE PLANTING OF DECIDUOUS TREES WITH A 2” CALIPER
EVERY 30 FEET AND 5-5 GALLON SHRUBS PLANTED BETWEEN TREES WHERE
THE PARKING LOT IS ADJACENT TO RESIDENTIAL PROPERTIES. A 6' VINYL OR
MASONRY FENCE MAY BE SUBSTITUTED FOR THE LANDSCAPE BUFFER.
SITE PLAN NOTES:
PROPERTY LINE
CONSTRUCTION ITEMS
DUMPSTER PAD AND ENCLOSURE SEE SHEET D-1
1
2
GRASS/LANDSCAPE AREA3
6' THICKENED EDGE SIDEWALK4
INSTALL FIRE HYDRANT & VALVE MEETING CITY STANDARDS
5
INSTALL CATCH BASIN
6
ASPHALT
INSTALL 4" SANITARY SEWER SERVICE
7
8
INSTALL 1 1/2" WATER SERVICE (INCLUDES ALL APPURTENANCES
I.E. CURB STOP,VALVES, TEES, BENDS, WATER METER, ETC.)
10
CONCRETE PAD
INSTALL STANDARD SSMH
9A
1
4
4
7
7
7
72
9
9
10
10
12
12 8 10 10
8
8
8
8
8
16
4
1
0
6
6
11 INSTALL WATER VALVE AND VALVE BOX PER CITY STANDARDS
11
11
BUILDING DETAIL TYPICAL
CONCRETE DRIVEWAY APPROACH PER CITY
OF REXBURG STANDARDS
12
13
SW CORNER SECTION 17
T.6N., R.40E., B.M.
S 1/4 COR. SECTION 17
T.6N., R.40E., B.M.
13
INSTALL 4" FIRE LINE AND ALL APPURTENANCES
14
A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST OF THE BOISE
MERIDIAN, MADISON COUNTY, IDAHO MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT THAT IS N89°31'34”E 756.99 FEET ALONG THE SOUTH LINE
OF SAID SECTION 17 FROM THE SOUTHWEST CORNER OF SECTION 17; AND
RUNNING THENCE AND CONTINUING ALONG THE SOUTH LINE OF SAID SECTION
N89°31'34”E 101.80 FEET; THENCE N00°00'09”W 234.97 FEET; THENCE
N89°59'51”E 121.77 FEET; THENCE N00°28'26”W 205.83 FEET ALONG A FENCE
LINE; THENCE S89°30'57”W 302.50 FEET ALONG A FENCE LINE; THENCE
S00°28'26”E 209.73 FEET ALONG A FENCE LINE; THENCE
N89°31'34”E 15.00 FEET; THENCE S00°28'10”E 89.00 FEET; THENCE
N89°31'34”E 62.00 FEET; THENCE S00°28'26”E 141.00 FEET TO THE SOUTH LINE OF
SAID SECTION 17 TO THE POINT OF BEGINNING, CONTAINING 2.113 ACRES.
EXCEPTING THE 7TH NORTH RIGHT-OF-WAY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT THAT IS N89°31'34”E 756.99 FEET ALONG THE SOUTH LINE
OF SAID SECTION 17 FROM THE SOUTHWEST CORNER OF SECTION 17; AND
RUNNING THENCE AND CONTINUING ALONG THE SOUTH LINE OF SAID SECTION
N89°31'34”E 101.80 FEET; THENCE N00°00'09”W 67.00 FEET; THENCE
S89°31'34”W 102.35 FEET; THENCE S00°28'26”E 67.00 FEET TO THE SOUTH LINE OF
SAID SECTION 17 TO THE POINT OF BEGINNING, CONTAINING 0.157 ACRES.
BOUNDARY DESCRIPTION
14 ADA RAMP
10
INSTALL 8" BEND AND
THRUST BLOCK
6
12
12
12
12 12
4" FIRE LINE AND SERVICE DETAIL
1 1
2" POTABLE WATER
STANDARD VALVE AND VALVE BOX PER
CITY STANDARD DRAWING SD-402
4" FIRE LINE
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
Distance
9.84
21.00
21.00
21.00
20.00
20.00
20.00
20.00
Bearing
S89° 31' 50"W
S89° 31' 50"W
S89° 31' 37"W
S89° 31' 37"W
N0° 29' 03"W
N0° 29' 03"W
N0° 29' 03"W
N0° 29' 03"W
P.O.B.
RETAIN AND PROTECT
EXISTING FENCE
RETAIN AND PROTECT EXISTING FENCE
ADD TREES FOR ADDITIONAL SCREENING
SEE SITE PLAN NOTES
3
3
3
3
12 12
21
19
14
15 INSTALL 8"X6" TEE AND THRUST BLOCK
15
15
11
FUTURE CURB AND SIDEWALK
*MINOR ARTERIAL STREET SECTION - SEE SHEET No. 5
8
-
1
2
-
2
0
15
SECTION LINE- BASIS OF BEARING
STORM CHAMBER
2
CURBS PAINTED RED FOR FIRE LANE
16 NO PARKING ANY TIME (R7-1 L&R) 24"x30" SIGN
MEETING MUTCD STANDARDS
16
16
INSTALL OLDCASTLE PRECAST DOGHOUSE 48" MH
9
9A
16
1 1/2" METER TO MEET CITY OF REXBURG STANDARD DRAWING SD-402.
SiTewalk anT VWreeW improvemenWV
Wo be compleWeT wiWU CiWX projecW aW
ownerV expenVe per MevelopmenW
AgreemenW.