HomeMy WebLinkAboutINFRASTRUCTURE Rev 8 5.17.23 - 22-00002 - Trappers Landing - 20 S 12th W - Plat (2)1
G-1
COVER SHEET AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
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ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
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G I DUOYEROFEB
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DIG LINE 1-800-342-1585
BTM BOTTOM
CB CATCH BASIN
CONC CONCRETE
DIA DIAMETER
ELEV ELEVATION
EO EDGE OF OIL
FL FLOW LINE
FW FACE OF WALK
HORZ HORIZONTAL
IFS CITY OF REXBURG STANDARDS
INV INVERT
LF LINEAR FEET
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MX MATCH EXISTING
OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
PC POINT OF CURVATURE
PT POINT OF TANGENT
P.U.E.PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
REQ'D REQUIRED
MH MANHOLE
SD STORM DRAIN
SSMH SANITARY SEWER MANHOLE
STA STATIONING
TBC TOP BACK OF CURB
TYP TYPICAL
VERT VERTICAL
VG VALLEY GUTTER
X EXISTING
XG EXISTING GROUND
ABBREVIATIONS:
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
GAS
UGP
OHP
UNDERGROUND POWER LINE
UNDERGROUND PVC POWER CONDUIT
OVERHEAD POWER LINE
TELEPHONE LINE
DRAINAGE FLOW BREAKLINE
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
EXIST.PRO.DESCRIPTION
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
0.75%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
8" W
( 8" SS
TBC
72.1
0
XG =
7
2
.
1
0
PROJECT CONTACTS:
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN ( 12" SD
ELECTRICAL NOTES:
1.ALL TRAFFIC SIGNING SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THE CURRENT MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) WITH THE FOLLOWING EXCEPTIONS:
2.ALL STOP AND YIELD SIGNS USED IN ANY SUBDIVISION SHALL BE A MINIMUM 30”X 30”. ENGINEER GRADE SHEETING SHALL NOT BE
ALLOWED.
3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND AND LEGEND SHALL BE REFLECTIVE
STANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUND EXCEPT PRIVATE ROADS, WHICH WILL HAVE A BLUE
BACKGROUND.
4.SUBSTRATE MATERIAL SHALL BE ALUMINUM; NO FIBERGLASS OR PLASTIC WILL BE ACCEPTED.
5.THE MINIMUM SIZE FOR SPEED LIMIT SIGNS SHALL BE 24”W X 30”L WITH BLACK LEGEND ON WHITE BACKGROUND.
6.POSTS SHALL BE METAL AND SHALL BE ANCHORED WITH A “SOIL TYPE” ANCHOR. NO CONCRETE SHALL BE USED AS AN ANCHOR. POSTS
SHALL BE 2”X 2” SQUARE AND SHALL MEET BREAK-A-WAY STANDARDS OF THE STATE OF IDAHO. NO U-CHANNEL SHALL BE USED.
7.THE MINIMUM HEIGHT OF SIGNS SHALL BE 6' FROM THE ROAD SURFACE TO THE BOTTOM OF THE SIGN.
8.MAINTENANCE OF ALL STREET AND TRAFFIC SIGNS WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE STREETS ARE OFFICIALLY
ACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG.
SIGNING NOTES:
GENERAL NOTES:
1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE POLICY.
2.DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S MARKING
AND STRENGTH RATING REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL ELBOWS SWEEP RADII
SHALL BE 36”, 48” OR 60” DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.
4.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER.
5.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY
SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT TO EXCEED
60”) AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
6.THE ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
7.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
8.THE DEVELOPER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
9.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY.
10.SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL LAYOUT AND INSTALLATION DETAILS. IN THE
EVENT THE FIBER OPTIC UTILITY ELECTS TO USE THE SAME TRENCH, THEY MUST MEET NESC UNDERGROUND UTILITY CLEARANCES.
11.A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FRONTAGES FOR THE USE OF
PUBLIC UTILITIES WITHIN THIS SUBDIVISION. NO PERMANENT STRUCTURES, SIDEWALKS, AND DRIVEWAYS SHALL BE CONSTRUCTED OVER
SAID EASEMENT (OTHER THAN CROSSINGS) IN ORDER FOR THE UTILITY COMPANIES TO MAINTAIN.
FIRE DEPARTMENT NOTES:
1.TURNING RADIUS (CUL-DE-SACS/HAMMERHEADS) SHALL MEET IFC D103.4. DEAD ENDS SHALL REQUIRE A 96' DIAMETER CUL-DE-SAC FOR TURNING
EMERGENCY VEHICLES. THE CUL-DE-SAC DESIGN FOR THIS SUBDIVISION IS DESIGNED WITH A 98' DIAMETER TURNAROUND FROM BACK OF CURBS
(96' TURNING WIDTH).
2.FIRE CODE SIGNAGE SHALL BE DETERMINED BY THE FIRE CODE OFFICIAL. WHEN REQUIRED, SIGNS MEETING IFC D103.6 SHALL BE INSTALLED
(REQUIRED UPON OFFICIAL OR WHEN STREETS COMING INTO DEAD ENDS ARE LESS THAN 26' IN WIDTH AND THE TURNING RADIUS DOES NOT MEET
96' DIAMETER).
1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TO CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS REQUIRED TO MAINTAIN A COMPLETE COPY ON SITE AT ALL TIMES
(RESOLUTION 2016-15).
2.ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IN CASE OF CONFLICT
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
3.BASIS OF BEARINGS ARE 2004 CITY GRID.
4.ELEVATIONS SHOWN ARE NAVD 88 DATUM TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
5.GENERAL LOCATIONS AND SIZES OF 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 OPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THE
APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS 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.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL
MATERIAL THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION
AND DUST CONTROL MEASURES.
8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WAS MADE TO REDUCE UTILITY DEPTH
WHILE STILL MEETING REGULATORY REQUIREMENTS. FOR BIDDING PURPOSES CONTACT OWNER FOR TEST HOLE DEPTH OF ROCK.
9.LITTLE DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TO WALK JOB AND IDENTIFY MINOR
DEMOLITION WORK PRIOR TO BIDDING.
10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETS WILL BE OWNED AND
MAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS; INSPECTED
AND CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITY
ENGINEER. FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OF BUILDING
PERMITS, CERTIFICATE OF OCCUPANCY, AND WATER OR ELECTRICAL SERVICE.
11.LANDSCAPING SIGNS NOT TO EXCEED 3 FEET IN HEIGHT IN THE CLEAR SIGHT TRIANGLE.
12.THERE SHALL BE A 15-FOOT WIDE PUBLIC UTILITY EASEMENT WITHIN EACH LOT ALONG ALL ROAD/STREET FRONTAGES
FOR POWER, PHONE, CABLE, GAS, ETC. (GAS REQUIRES SEPARATE TRENCH). THE EXACT LOCATION OF TRANSFORMERS
AND PHONE BOXES WILL BE FIELD DETERMINED BY EACH UTILITY COMPANY AFTER ROADS/STREETS HAVE BEEN
CONSTRUCTED TO SUBGRADE AND SIDE SLOPES HAVE BEEN COMPLETED.
13.ALL FRONTAGE PUBLIC UTILITY EASEMENTS (PUE) SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.
14.LUMEN/CENTURY LINK/SPARKLIGHT USES THE SAME TRENCH AS ROCKY MOUNTAIN POWER AND REQUIRES CONDUITS
(CONTRACTOR SHALL NOTIFY ALL FOR SCHEDULING). POWER DESIGN SHOWN IS PRELIMINARY AND ANY CONSTRUCTION
STAKING OF POWER SHALL BE CONFIRMED WITH ROCKY MOUNTAIN POWER FOR FINAL LAYOUT. VERIFY CONDUIT SIZE
MEETING ROCKY MOUNTAIN POWER DESIGN PRIOR TO CONSTRUCTION.
15.ALL UTILITIES INCLUDING POWER, PHONE, CABLE, ETC. EXCEPT NATURAL GAS MAY BE IN THE SAME TRENCH. NATURAL
GAS MUST BE IN A SEPARATE TRENCH.
16.A 12” SPACING SHALL BE REQUIRED BETWEEN DIFFERENT UTILITIES IN THE SAME TRENCH.
17.CONTRACTOR SHALL CONTACT DIG-LINE AT 811, (800) 342-1585 OR (208) 342-1585 PRIOR TO ANY UTILITY CONSTRUCTION.
WATER NOTES:
1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND
SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION
DISTANCES AND SLOPE REQUIREMENTS.
2.ALL WATER MAIN LINE SHALL BE CLASS 50 DUCTILE IRON MEETING AWWA C-151.
3.MINIMUM COVER OVER ALL WATER LINES SHALL BE 6 FEET.
4.WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR STORM SEWER
MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
5.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES FOR PRESSURE PIPE.
6.FIRE HYDRANTS SHALL HAVE TWO 2-1/2” DIAMETER HOSE NOZZLES AND ONE 4-1/2” DIAMETER HOSE NOZZLE PER CITY STANDARDS.
7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TO CONTACT DIG LINE PRIOR TO ALL
EXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURAL DRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICES
REQUIRED.
8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALL PLUMBING SHALL MEET THE STATE OF
IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALL REQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR AND
MOUNTED IN A HORIZONTAL POSITION WITHIN A HEATED MECHANICAL ROOM.
9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THE INTERNATIONAL FIRE CODE AND SHALL
INCLUDE ALL APPURTENANCES (IF APPLICABLE).
10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOW PREVENTION DEVICES ON WATER
SERVICES.
11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIA MEETING CITY AND AWWA
STANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TO ACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING AND
DISINFECTION OF WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA STANDARDS
REQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
STORM SEWER NOTES:
1.ALL STORM SEWER SHALL MEET CURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS,
LABOR, AND INSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS.
2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
3.STORM DRAIN PIPE SHALL MEET ONE OF THE FOLLOWING: PVC SDR 35 MEETING THE REQUIREMENTS OF ASTM D 3034 FOR DIAMETERS 18” OR
LESS, ASTM F 679 FOR DIAMETERS 18” OR GREATER, PVC RIBBED PIPE MEETING THE REQUIREMENTS OF ASTM F 794 MEETING THE CURRENT CITY
OF REXBURG STANDARD SPECIFICATIONS AND DRAWINGS.
4.CONTRACTOR SHALL PERFORM TESTING AND CLEANING OF SEWER MAINS MEETING CITY STANDARDS.
SANITARY SEWER NOTES:
1.ALL SEWER MAIN SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTMD3034 WATER MAIN AND SERVICE SHALL MEET CURRENT CITY OF REXBURG
STANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, AND INSTALLATION INCLUDING VERTICAL AND
HORIZONTAL SEPARATION DISTANCES AND SLOPE REQUIREMENTS.
2.SEPARATION REQUIREMENTS: WATER LINE SHALL HAVE A MINIMUM SEPARATION DISTANCE OF TEN (10) FEET FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2020 STANDARD DRAWING SD-407. CROSS AT
APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONS AND MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION.
3.CONTRACTOR SHALL PERFORM TESTING AND CLEANING OF SEWER MAINS MEETING CITY STANDARDS.
CITY OF REXBURG
ENGINEERING DEPARTMENT KEITH DAVIDSON (208) 359-3020
DEQ GREG EAGER (208) 528-2650
DIGLINE (CALL BEFORE YOU DIG)(800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER PAUL SNARR (208) 542-2665
SHEET INDEX
SHEET #SHEET NAME SHEET TITLE
1 G-1 COVER SHEET
2 G-2 NOTES
3 C-1 OVERALL SITE PLAN
4 C-2 DRAINAGE PLAN
5 PP-1 P&P-1
6 PP-2 P&P-2
7 PP-3 P&P-3
8 PP-4 P&P-4
9 PP-5 P&P-5
10 PP-6 P&P-6
11 PP-7 P&P-7
12 PP-8 P&P-8
13 PP-9 P&P-9
14 D-1 DETAIL
15 D-2 DETAIL
16 D-3 DETAIL
17 D-4 DETAIL
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C-1
OVERALL SITE PLAN
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap c1 overall sightplan.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:05 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
BLOCK 1SUMMERS DRIVEBLOCK 2
HIDEOUT STREET
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NOTES:1.INSTALL STRE
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BM #1 SECTION CORNERNORTHEAST CORNER SEC 26 -BRASS CAPELEV= 4856.10N= 787178.97E= 748164.43BM #2 SECTION CORNEREAST 1/4 CORNER SEC 26 -BRASS CAPELEV= 4854.80N= 784538.48E= 748181.38PURSUANT TO COORDINATE SYSTEM WHICH COINCIDES WITH IDAHO-E-ZONE STATE PLANENAVD-88 CENTRAL MERIDIAN PROJECT BENCHMARKBM#HIGHW
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C-2
DRAINAGE PLAN
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap c2 drainageplan.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:06 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
BLOCK 1BLOCK 2
HIDEOUT STREET
SUMMERS DRIVE
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PC STA: 16+78.85
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PT STA: 17+08.85
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PT STA: 17+09.01
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PP-1
P&P-1
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp1.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:08 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
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.
CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.
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PC STA: 22+72.83
EL: 4854.54
PT STA: 23+02.83
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PC STA: 23+46.82
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PT STA: 23+76.96
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STA: 22+72.83
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PP-2
P&P-2
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp2.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:10 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
6
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PP-3
P&P-3
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp3.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:11 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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STA: 12+56.76
EL: 4853.17
STA: 13+25.74
EL: 4853.54
STA: 13+25.23
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STA: 10+01.49EL: 4852.28-2.00%INSTALL FHSTA: 11+85.16198-LF OF 8" WATERLINE75-LF OF 8" WATERLINE E INV OUT=4849.36 SSMH-9STA=12+43.65RIM=4852.84 PROPOSEDCENTERLINE GRADESEXISTINGGROUND18" MINSEPARATION 6'MINBURY
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PP-4
P&P-4
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp4.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:13 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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151313 1215( 8''SS ( 8''SS8''W 8''W 8''W( 8''SS ( 8''SS8''W 8''W 8''W W W W WWWWWWWWWWWWWWWW 4-PLEXTYPE 'B'4-PLEXTYPE 'B'74-PLEXTYPE 'B'8 8''W8''W 6''WSSMH-12 SSMH-9 9+8010+0011+0021 13TBC: 4851.90TBC: 4852.00 LIGHT POLE311SDMH/CB-13 CL: 4852.55OFF: 11.31' L CL: 4852.25OFF: 11.28' L CL: 4852.34OFF: 11.26'14838484048424844484648484850485248544838484048424844484648484850485248549+8010+0011+0011+86 STA: 9+80.02EL: 4853.50STA: 10+58.08EL: 4851.71-2.30%14-LF OF 12" PVC @ 0.29%12" S INV IN=4848.1612" N INV IN=4848.1624" W INV OUT=4846.40 SDMH-13STA: 10+58.04RIM=4851.40BOTTOM=4843.40 S INV OUT=4848.20 CB-13STA: 10+44.54GRATE=4851.7014-LF OF 12" PVC @ 0.29%N INV OUT=4848.20 CB-13ASTA: 10+71.54GRATE=4851.60 0.00%STA: 11+36.08EL: 4853.57STA: 11+35.57EL: 4852.97STA: 10+83.89EL: 4851.63STA: 10+32.26EL: 4851.71STA: 9+80.59EL: 4852.900.00%-0.31%2.60%119-LF OF 8" WATERLINE PROPOSEDCENTERLINE GRADESEXISTING GROUND6'MINBURY
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PP-5
P&P-5
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp5.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:15 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
WES N6
6
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.
CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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159-LF OF 8" WATERLINE 111-LF OF 8" PVC @ 0.40%18" MINSEPARATIO
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WATER MAIN CROSSES SS IN 2 LOCATIONS EAST AND WESTINSTALL THIS SECTION AT MINIMUM OF 9' DEPTH TO ENSURE A MINIMUMOR 18" VERTICAL SEPARATION FROM SS (CONTRACTOR HAS OPTION OFINSTALLLING 4-45° BENDS WITH THRUST BLOCKS AT 2 LOCATIONS)
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PP-6
P&P-6
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp6.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:17 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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CB-22GRATE: 4851.0812" INV OUT: 4847.73
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SDMH-20RIM: 4851.7212"INV IN: 4847.5024" INV OUT: 4846.50BOTTOM: 4843.60SDMH/CB-20 TBC: 4853.20 TBC: 4853.32 TBC: 4852.90 TBC: 4852.90TBC:
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STA: 14+12.25
EL: 4851.80
STA: 14+64.95
EL: 4852.80
STA: 15+17.66
EL: 4851.80
STA: 15+74.85
EL: 4852.80
1.94%-2.19%3.18%-2.28%3.65%
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STA: 10+49.01
EL: 4853.13
STA: 11+88.68
EL: 4852.63
STA: 12+43.50
EL: 4852.02
STA: 12+56.83
EL: 4852.61
INSTALL FH
STA: 11+84.51
5
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PP-7
P&P-7
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp7.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:18 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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12
PP-8
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File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp8.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:20 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
6
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P&P-9
File Location:\\192.168.1.50\eagle rock engineering\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap pp9.dwgPlotted By:matthew patzerDate Plotted:Wednesday, May 17 2023 at 07:22 AM
AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
KEY MAP WES N6
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CONSTRUCTION ITEMS:THE FOLLOWING CONSTRUCTION ITEMS ARE FORTHE PURPOSE OF DISPLAY IN THE PLAN AND PROFILEVIEW ONLY AND DO NOT SHOW EACH AND EVERYCONSTRUCTION COMPONENT IN THE DESIGN. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREVIEW THE PLANS AND UNDERSTAND THAT ALLELBOWS, TEES, ADA ACCESSES, FIRE HYDRANTS,ETC.... MAY NOT BE LABELED BUT ARE REQUIREDFOR A COMPLETE PROJECT.PAV
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WESN040'40'20'SCALE: 1" = 40'1123
1
1 2
3
2
6
4
5
6
2
5
14
D-1
DETAIL AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
MIN. GRADE 1/4"/FT.(2%)"E""D"CAP OR PLUG AND INSTALLSERVICE LINE MARKERPER SD-512 (TYP.)ABSOLUTE MIN. GRADE 1/8"/FT.(1%)4"-1/8 OR 1/16BEND AS NEEDED MIN. GRADE 1/4"/FT.(2%)"C""B""A" TYPE C TEE OR APPROVEDCONNECTION NOTES: TYPE E 45° TYPE A & D TEE OR APPROVEDCONNECTION LP45° MAX.1/8 LONGRADIUS BEND TYPE B 45° MAX.GASKET ALL JOINTS CONCRETE COLLAR FINISHED GRADEFRAME & COVER 45°FLOW SHELFSHELFSHELFMANHOLE NOTES:5"FLEXIBLE RUBBERGASKETPRECAST MONOLITHICCONCENTRIC CONESECTIONPRECAST CONCRETEMANHOLE-BARREL SECTIONSAS REQ'DPREFABRICATED BASE.UNDISTURBEDEARTH A4 APPROVEDBEDDING 6" MIN31"48" DIA9 MIN RUBBER BOOT .75 X Di PIPE 1.PLACE VERTICAL WALL ON UPSTREAM SIDEOF MANHOLE, ROTATED 45 DEGREES.2.WHERE PVC PIPE IS UTILIZED, INSTALL ARUBBER RING OR GASKET COLLAR WHERETHE PIPE IS IN CONTACT WITH MANHOLEBASE AND/OR MANHOLE CHANNEL, INORDER TO INSURE A WATERTIGHT SEAL.3.UNLESS OTHERWISE SHOWN, MANHOLESSHALL HAVE 0.1 FALL FROM UPSTREAMINVERT TO DOWNSTREAM INVERT. FOR PIPESLOPES GREATER THAN 2.5% SLOPE, SEEPLAN & PROFILE.PLAN DETAILNOT TO SCALE SEWER MANHOLE SECTION1NOT TO SCALE 6" SANITARY SEWER SERVICE LINES DETAIL2 NOT TO SCALE TYPICAL SEWE
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NATIVE MATERIALCOMPACTED AS PER CITYREQUIREMENTS ANDISPWC
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D-2
DETAIL AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
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16
D-3
DETAIL AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
2" OF PLANT MIX PAVEMENTUNDISTURBED EARTH 9" OF GRANULAR BORROW/PITRUN 3" OF 3/4" GRAVEL ROADBASE 6"
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D-4
HIGHWAY 33 WIDENING AND PAVEMENT MARKINGS AGLE ROCK
NGINEERING
SURVEYED BY:
DRAWN BY:
PROJECT NO.
APPROVED BY:
DESCRIPTIONDATE
REVISIONS
1
2
3
4
5
6
ATTENTION
This document or any part thereof in detail or design concept
is the property of Eagle Rock Engineering and shall not be
copied in any form without the written authorization of Eagle
Rock Engineering.
ESHEET NO.
SHEET NAME
CIVIL PLANNING SURVEYING
IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665PREPARED FOR:
JB KAY CONSTRUCTION
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
2102516410
5/17/23
MATCH LINE SEE 1 THIS SHEET
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WEST PROPERTY LINE OF DEVELOPMENTCONTRACTOR TO INSTALL 4" SOLID WHITE TAPERPAVEMENTS MARKINGS FROM EXISTING EDGE OFASPHALT TO MEET CURB AND GUTTERINSTALL 30" STOP SIGN (R1-1)MEETING ITD STANDARDS
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