HomeMy WebLinkAboutCIVIL SITE PLAN - 18-00285 - 2300 University Blvd - Madison High School Stadium - New ConstructionPROJECT NO. 18086
CIVIL SITEWORK FOR:
LOCATED IN THE NORTHEAST QUARTER OF SECTION 35 TOWNSHIP 6 NORTH, RANGE 39 EAST B.M.,
MADISON COUNTY, IDAHO
1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND CURRENT ISPWC STANDARDS. THE DETAIL DRAWINGS
HEREIN SUPPLEMENT THE CITY OF REXBURG STANDARDS.
2. 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 WORK, 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: 2300 UNIVERSITY BLVD (NE CORNER OF MAIN STREET AND 5th W)
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
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:
CITY OF REXBURG
ENGINEERING DEPARTMENT JOEL GRAY, PE (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 OVERALL SITE PLAN
PP-1 PLAN AND PROFILE
PP-2 PLAN AND PROFILE
PP-3 PLAN AND PROFILE
PP-4 PLAN AND PROFILE
PP-5 PLAN AND PROFILE
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
GB 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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GENERAL NOTES
1. ALL WATER MAIN PIPE IN CITY ROW IS TO BE 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 2017 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 WATEROUS WB 67-250, PAINTED RED, INSTALLED WITH A KOCHECH MODEL SZ MC 5045-3-7-Y 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. WATER MAINS & SERVICES SHALL BE PVC IN 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).
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 ASTM F1417 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.
WATER NOTES:
SEWER NOTES:
W E
S
N
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1
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1
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1
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5/
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+
6
7
6/
4
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1
8
CI
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UNIVERSITY BLVD
W 1000 S
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2
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12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
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PLUG & THRUST BLOCK
CAP
6" WATER SERVICE/FIRE
SUPPRESSION
CONTRACTOR TO ABANDON
EXISTING 14" WATER MAIN
14''
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6" WATER SERVICE/FIRE
SUPPRESSION - PLUG &
THRUST BLOCK
6" SANITARY SEWER-CAP
CONTRACTOR TO ABANDON
EXISTING 14" WATER MAIN
PLUG & THRUST BLOCK
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PP-1
4887 CONTOURS
LEGEND
BOUNDARY LINE
15' P.U.E. OR AS NOTED
P.O.B.POINT OF BEGINNING
SECTION LINE
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
PROPOSED/EXISTING MANHOLE
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W
SS
SECTION CORNER
FUTURE INDOOR
SPORTS COMPLEX
PP-2
PP-3
FUTURE BUILDING SPORTS
COMPLEX & LOCKER ROOMS /
SHOWERS
SSMH #1
SSMH #2SSMH #3SSMH #4SSMH #5SSMH #6
SSMH #7
SSMH #8
EXISTING MH
EXISTING MH
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4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+82
296.00 L.F. OF 12" PVC @ 0.22%
296.00 L.F. OF 12" PVC @ 0.22%
254.45 L.F. OF 12" PVC @ 0.22%
INSTAL SSMH #3
STA:11+68.56
RIM=4850.83
W INV IN=4839.68
E INV OUT=4839.58
INSTAL SSMH #1
STA:17+25.01
RIM=4851.00
W INV IN:4838.27
S INV IN:4838.27
N INV OUT:4838.17
INSTAL SSMH #2
STA:14+68.56
RIM=4850.00
S & W INV IN=4838.93
E INV OUT=4838.836' MIN
COVER
493.16 L.F. OF 12" WATERLINE
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
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VERT SCALE: 1" = 4.0'
DIG LINE 1-800-342-1585
SITE KEY
W E
S
N
CONSTRUCTION ITEMS:
1
2
3
4
5
MANHOLE PER CITY STANDARD
4" SANITARY SEWER SERVICE
WATER MAIN VALVE PER LATEST REVISION OF ISPWC (TYP)
RED FIRE HYDRANT PER CITY STANDARD
WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL DRAWINGS
SD-401 (TYP) (6" WATER SERVICE REQUIRED FOR FIRE SUPPRESSION)
VALVE AND VALVE BOX MEETING CITY STANDARDS
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF AMMON STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3.SANITARY SEWER RIM GRADES ARE APPROXIMATE UNTIL SURFACE PROFILE IS ESTABLISHED.
4. DESIGN OF DRIVE LANES BY JRW & ASSOCIATES.
5. EXISTING WATER MAIN SIZES WERE OBTAINED BY JRW & ASSOCIATES - CONTRACTOR TO VERIFY AND
INFORM ENGINEER IF DIFFERENT.
S
1
2
t
h
W
EXISTING MANHOLE
RIM:4851.87
S INV: 4838.095
N INV: 4838.095
SSMH #1
SSMH #2
SSMH #3
2 5
14"X12" TEE AND
THRUST BLOCK
EXISTING GROUND
8-
1
5
-
1
8
14" x 12" TEE AND
THRUST BLOCK
12"x6" TEE
AND THRUST
BLOCK
12"x6" TEE AND
THRUST BLOCK
6
5/
2
3
/
1
8
FI
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D
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T
A
:
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6
7
6/
4
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1
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CI
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C
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CAP
PLUG & THRUST BLOCKCAP
1- 12" VALVE & VALVE BOX
1- 6" VALVE AND VALVE BOX
6
MA
T
C
H
L
I
N
E
12" SS
ϴϬϱΖц
12" WL
ϰϵϯΖц
6
AU
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U
S
T
1
5
,
2
0
1
8
12
t
h
W
E
S
T
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
256.85 L.F. OF 12" PVC @ 0.22%
292.98 L.F. OF 12" PVC @ 0.22%
296.00 L.F. OF 12" PVC @ 0.22%
INSTAL SSMH #4
STA:8+68.56
RIM=4850.05
W INV IN=4840.43
E INV OUT=4840.33
INSTAL SSMH #5
STA:5+68.56
RIM=4850.10
W INV IN=4841.18
E INV OUT=4841.08
INSTAL SSMH # 6
STA:2+71.58
RIM=4849.60
W INV IN=4841.83
E INV OUT=4841.73
S INV IN=4841.83
640 L.F. OF 12" DI WATER MAIN267.18 L.F. OF 12" DI WATERMAIN
6' MIN
COVER
MAINTAIN MINIMUM 18"
VERTICAL SEPARATION
ENCASE WATERLINE 20'
242.69 L.F. OF 12" WATERLINE
6' MIN
COVER
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
17+82
DE
S
I
G
N
E
D
B
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:
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DIG LINE 1-800-342-1585
SITE KEY
W E
S
N
(CONTRACTOR SHALL MEET IDAPA 58.01.08 MEETING CROSSINGS OF POTABLE +NON POTABLE MAINS)
CAP 10' PAST
WALK
SSMH #4SSMH #5
SSMH #6
CAP 10' PAST
PROJECT LIMITS
INV:4842.40
PLUG+ THRUST BLOCK 10'
PAST PROJECT LIMITS
12'X6" TEE &
THRUST BLOCK
12'X6" TEE &
THRUST BLOCK
12" x 12" TEE & THRUST
BLOCK VALVE & VALVE BOX
EXISTING GROUND
8-
1
5
-
1
8
CONSTRUCTION ITEMS:
1
2
3
4
5
MANHOLE PER CITY STANDARD
4" SANITARY SEWER SERVICE
WATER MAIN VALVE PER LATEST REVISION OF ISPWC (TYP)
RED FIRE HYDRANT PER CITY STANDARD
WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL DRAWINGS
SD-401 (TYP) (6" WATER SERVICE REQUIRED FOR FIRE SUPPRESSION)
VALVE AND VALVE BOX MEETING CITY STANDARDS6
6 6 6
5/
2
3
/
1
8
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1
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1
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NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF AMMON STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3.SANITARY SEWER RIM GRADES ARE APPROXIMATE UNTIL SURFACE PROFILE IS ESTABLISHED.
4. DESIGN OF DRIVE LANES BY JRW & ASSOCIATES.
5. EXISTING WATER MAIN SIZES WERE OBTAINED BY JRW & ASSOCIATES - CONTRACTOR TO VERIFY AND
INFORM ENGINEER IF DIFFERENT.
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+34
372.67 L.F. OF 12" PVC @ 0.22%
INSTAL SSMH #8
STA:5+38.66
RIM=4848.00
N INV OUT=4843.08
587.51 L.F. OF 12" C900 WATERMAIN
6' MIN
COVER
INSTAL SSMH #6
STA:0+08.00
RIM=4847.00
W INV IN=4841.83
E INV OUT=4841.73
S INV IN=4841.83
INSTAL SSMH #7
STA:3+84.21
RIM=4847.83
S INV IN=4842.75
N INV OUT=4842.65
150.45 L.F. OF 12" PVC @ 0.22%
6' MIN
COVER
DE
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D
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DIG LINE 1-800-342-1585
SITE KEY
W E
S
N
SSMH #6
SSMH #7
SSMH #8
CONNECT TO EXISTING-
INSTALL 12" TEE & THRUST BLOCK
2- 12" VALVE &
VALVE BOX
12" VALVE &
VALVE BOX
EXISTING GROUND
8-
1
5
-
1
8
12"x6" TEE &
THRUST BLOCK
CONSTRUCTION ITEMS:
1
2
3
4
5
MANHOLE PER CITY STANDARD
4" SANITARY SEWER SERVICE
WATER MAIN VALVE PER LATEST REVISION OF ISPWC (TYP)
RED FIRE HYDRANT PER CITY STANDARD
WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL DRAWINGS
SD-401 (TYP) (6" WATER SERVICE REQUIRED FOR FIRE SUPPRESSION)
VALVE AND VALVE BOX MEETING CITY STANDARDS6
6
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THRUST BLOCK
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INSTALL 12" x 12" TEE
& THRUST BLOCK
CONNECT TO EXISTING
INSTALL 12" TEE & THRUST BLOCK
12"x6" TEE & THRUST BLOCK
PLUG & THRUST BLOCKCAP
12" SS
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S
1
2
t
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AU
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1
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2
0
1
8
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF AMMON STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3.SANITARY SEWER RIM GRADES ARE APPROXIMATE UNTIL SURFACE PROFILE IS ESTABLISHED.
4. DESIGN OF DRIVE LANES BY JRW & ASSOCIATES.
5. EXISTING WATER MAIN SIZES WERE OBTAINED BY JRW & ASSOCIATES - CONTRACTOR TO VERIFY AND
INFORM ENGINEER IF DIFFERENT.
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
6' MIN
COVER
611.72 L.F. OF 14" WATERLINE
217.65 L.F. OF 14" WATERLINE
9.18 L.F. OF 14" WATERLINE
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
17+54
DE
S
I
G
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D
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:
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:
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DIG LINE 1-800-342-1585
SITE KEY
W E
S
N
4
CONSTRUCTION ITEMS:
1
2
3
4
5
MANHOLE PER CITY STANDARD
4" SANITARY SEWER SERVICE
WATER MAIN VALVE PER LATEST REVISION OF ISPWC (TYP)
RED FIRE HYDRANT PER CITY STANDARD
WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL DRAWINGS
SD-401 (TYP) (6" WATER SERVICE REQUIRED FOR FIRE SUPPRESSION)
VALVE AND VALVE BOX MEETING CITY STANDARDS
EXISTING GROUND
8-
1
5
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14" x 12" TEE AND
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6
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6
PLUG AND
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ϰϱΣ EE
THRUST BLOCK
CONNECT TO EXISTING 14"
WATER LINE WITH 14" x 14" TEE
EϰϱΣ Et/d,d,Zh^d
BLOCK
ϰϱΣ EE
THRUST BLOCK
CONNECT TO EXISTING 14"
WATER LINE WITH 14" x 14"
TEE AND THRUST BLOCK
14" x 12" TEE AND
THRUST BLOCK
14" x 12" TEE AND
THRUST BLOCK
14"x6" TEE AND
THRUST BLOCK
6 PLUG AND
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NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF AMMON STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3.SANITARY SEWER RIM GRADES ARE APPROXIMATE UNTIL SURFACE PROFILE IS ESTABLISHED.
4. DESIGN OF DRIVE LANES BY JRW & ASSOCIATES.
5. EXISTING WATER MAIN SIZES WERE OBTAINED BY JRW & ASSOCIATES - CONTRACTOR TO VERIFY AND
INFORM ENGINEER IF DIFFERENT.
12" SANITARY
SEWER INV.=39.36
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+54
382.77 L.F. OF 14" WATERLINE
405.86 L.F. OF 14" WATERLINE 82.32 L.F. OF 14" WATERLINE
6' MIN
COVER
4830
4832
4834
4836
4838
4840
4842
4844
4846
4848
4850
4852
4854
4856
4858
4860
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VERT SCALE: 1" = 4.0'
DIG LINE 1-800-342-1585
SITE KEY
W E
S
N
CONSTRUCTION ITEMS:
1
2
3
4
5
MANHOLE PER CITY STANDARD
4" SANITARY SEWER SERVICE
WATER MAIN VALVE PER LATEST REVISION OF ISPWC (TYP)
RED FIRE HYDRANT PER CITY STANDARD
WATER SERVICE PER LATEST REVISION OF ISPWC STANDARD DETAIL DRAWINGS
SD-401 (TYP) (6" WATER SERVICE REQUIRED FOR FIRE SUPPRESSION)
VALVE AND VALVE BOX MEETING CITY STANDARDS
EXISTING GROUND
8-
1
5
-
1
8
6
5/
2
3
/
1
8
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A
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C
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M
E
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T
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T
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ϰϱΣ EE
THRUST BLOCK
ϰϱΣ EE
THRUST BLOCK
ϰϱΣ EE
THRUST BLOCK
S
1
2
t
h
W
AU
G
U
S
T
1
5
,
2
0
1
8
NOTES:
1. INSTALL STREET NAME SIGN AT EACH STOP SIGN LOCATION.
2. SIDEWALKS MUST MEET CITY OF AMMON STANDARDS - 4" THICK, 6" BASE COURSE MIN.
3.SANITARY SEWER RIM GRADES ARE APPROXIMATE UNTIL SURFACE PROFILE IS ESTABLISHED.
4. DESIGN OF DRIVE LANES BY JRW & ASSOCIATES.
5. EXISTING WATER MAIN SIZES WERE OBTAINED BY JRW & ASSOCIATES - CONTRACTOR TO VERIFY AND
INFORM ENGINEER IF DIFFERENT.
CONNECT TO EXISTING
14" WATER MAIN