HomeMy WebLinkAboutINFRASTRUCTURE PLANS 3.29.22 - 22-00002 & 22-00124 - Trappers Landing DIV1 & DIV2 - 20 S 12th W - Plats1
G-1
COVER SHEET 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
PRELIM
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NOT AP
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16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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APPROVED BY:CITY OF REXBURG ENGINEERING DEPARTMENTAPPROVED BY:ROCKY MOUNTAIN POWER APPROVED BY:CITY OF REXBURG FIRE DEPARTMENTAPPROVED BY:CENTURY LINKAPPROVED BY:INTERMOUNTAIN GAS
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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
PRELIM
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N
A
R
Y
NOT AP
P
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O
V
E
D
F
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R
CONSTR
U
C
T
I
O
N
16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap g2 notes.dwgPlotted By:matthew patzerDate Plotted:Tuesday, March 29 2022 at 11:06 AM
2
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1.ALL TRAFFIC SIGNING SHALL BE DESIGNED, CONSTRUCTED AND PLACED IN ACCORDANCE WITH THECURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WITH THE FOLLOWINGEXCEPTIONS:2.ALL STOP AND YIELD SIGNS USED IN ANY SUBDIVISION SHALL BE A MINIMUM 30”X 30”. ENGINEERGRADE SHEETING SHALL NOT BE ALLOWED.3.ALL ROAD NAME AND STREET SIGNS SHALL HAVE A MINIMUM 4” LEGEND. BOTH BACKGROUND ANDLEGEND SHALL BE REFLECTIVE STANDARD COLORS WITH WHITE LEGEND AND GREEN BACKGROUNDEXCEPT 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 WHITEBACKGROUND.6.POSTS SHALL BE METAL AND SHALL BE ANCHORED WITH A “SOIL TYPE” ANCHOR. NO CONCRETE SHALLBE USED AS AN ANCHOR. POSTS SHALL BE 2”X 2” SQUARE AND SHALL MEET BREAK-A-WAY STANDARDSOF 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 DEVELOPERUNTIL THE STREETS ARE OFFICIALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF REXBURG.SIGNING NOTES:GENERAL NOTES:
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1.UNLESS OTHERWISE SHOWN ON THESE PLANS ALL WORK IS TO BE PERFORMED IN ACCORDANCE TOCURRENT CITY OF REXBURG STANDARD DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR ISREQUIRED 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 OFCONSTRUCTION. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THATCLARIFICATION 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 OTHERWISENOTED.5.GENERAL LOCATIONS AND SIZES OF UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FORGENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THEAPPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMALOPERATIONS OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO HAVE THEAPPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BEAFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BERESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIESDAMAGED 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 PROPERCONSTRUCTION OF THIS PROJECT.7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATERREQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES.8.ROCK EXCAVATION MAY BE ENCOUNTERED DURING UTILITY CONSTRUCTION. EVERY EFFORT WASMADE TO REDUCE UTILITY DEPTH WHILE STILL MEETING REGULATORY REQUIREMENTS. FOR BIDDINGPURPOSES CONTACT OWNER FOR TEST HOLE DEPTH OF ROCK.9.LITTLE DEMOLITION IS REQUIRED ON THIS PROJECT PRIOR TO JOB START. CONTRACTOR/BIDDER TOWALK JOB AND IDENTIFY MINOR DEMOLITION WORK PRIOR TO BIDDING.10.ALL UTILITY MAIN LINES (WATER, SANITARY SEWER AND STORM DRAINAGE) WITHIN PUBLIC STREETSWILL BE OWNED AND MAINTAINED BY THE CITY AND CONSTRUCTED TO CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS; INSPECTED AND CERTIFIED BY AN ENGINEER, LICENSED INTHE STATE OF IDAHO; AND HAVE “AS-BUILT” DRAWINGS PROVIDED TO THE CITY ENGINEER. FAILURE TOCOMPLY WITH THE REQUIREMENTS OF THIS PLAN MAY RESULT IN THE CITY'S WITHHOLDING OFBUILDING 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.ALL FRONTAGE EASEMENTS SHALL BE 15 FEET FROM BACK OF SIDEWALK UNLESS NOTED OTHERWISE.WATER NOTES:1.ALL WATER MAINS, SERVICES, AND ALL APPURTENANCES SHALL MEET CURRENT CITY OF REXBURGSTANDARD DRAWINGS AND SPECIFICATIONS. THIS SHALL INCLUDE ALL MATERIALS, LABOR, ANDINSTALLATION INCLUDING VERTICAL AND HORIZONTAL SEPARATION DISTANCES AND SLOPEREQUIREMENTS.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 SANITARYSEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC2020 STANDARD DRAWING SD-407. CROSS AT APPROXIMATELY RIGHT ANGLES WITH FULL PIPE SECTIONSAND 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 HOSENOZZLE PER CITY STANDARDS.7.WATER AND SEWER SERVICE LINES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR TOCONTACT DIG LINE PRIOR TO ALL EXCAVATION AND FIELD VERIFY LOCATION AND WITH ARCHITECTURALDRAWINGS (IF APPLICABLE) FOR ANY ADDITIONAL SERVICES REQUIRED.8.WATER METERS AND PRESSURE REDUCING VALVES - SEE PLUMBING DRAWINGS FOR DETAILS. ALLPLUMBING SHALL MEET THE STATE OF IDAHO PLUMBING CODE. COMMERCIAL BUILDINGS SHALLREQUIRE THE WATER METERS TO BE INSTALLED ON THE INTERIOR AND MOUNTED IN A HORIZONTALPOSITION WITHIN A HEATED MECHANICAL ROOM.9.CONTRACTOR SHALL INSTALL FIRE LINES/SPRINKLERS MEETING THE CURRENT VERSION OF THEINTERNATIONAL FIRE CODE AND SHALL INCLUDE ALL APPURTENANCES (IF APPLICABLE).10.IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE AND INSTALL ALL REQUIRED BACKFLOWPREVENTION DEVICES ON WATER SERVICES.11.ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED FOR PRESSURE, LEAKAGE, AND BACTERIAMEETING CITY AND AWWA STANDARDS AND SHALL BE CLEANED AND DISINFECTED PRIOR TOACCEPTANCE BY THE CITY FOR DOMESTIC USE. TESTING AND DISINFECTION OF WATER MAINS ANDAPPURTENANCES SHALL BE IN ACCORDANCE WITH AWWA C651 STANDARDS. AWWA STANDARDSREQUIRE EACH STREET TO BE TESTED INDIVIDUALLY FOR PRESSURE, LEAKAGE, AND BACTERIA.
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C-1
OVERALL SITE PLAN
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap c1 overall sight plan.dwgPlotted By:matthew patzerDate Plotted:Tuesday, March 29 2022 at 11:07 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
PRELIM
I
N
A
R
Y
NOT AP
P
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D
F
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CONSTR
U
C
T
I
O
N
16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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6 4-PLEXTYPE 'B'7 4-PLEXTYPE 'B'8TOWNHOUSETYPE 'C'38 TOWNHOUSETYPE 'C'37 TOWNHOUSETYPE 'C'32 TOWNHOUSETYPE 'C'31 TOWNHOUSETYPE 'C'30 TOWNHOUSETYPE 'C'29 TOWNHOUSETYPE 'C'4 TOWNHOUSETYPE 'C'3 TOWNHOUSETYPE 'C'2 TOWNHOUSETYPE 'C'1 TOWNHOUSETYPE 'C'5 TOWNHOUSETYPE 'C'6 TOWNHOUSETYPE 'C'7 TOWNHOUSETYPE 'C'8 TOWNHOUSETYPE 'C'9 TOWNHOUSETYPE 'C'10 TOWNHOUSETYPE 'C'11 TOWNHOUSETYPE 'C'12TOWNHOUSETYPE 'C'18 TOWNHOUSETYPE 'C'19 TOWNHOUSETYPE 'C'20 TOWNHOUSETYPE 'C'17 TOWNHOUSETYPE 'C'16 TOWNHOUSETYPE 'C'15 TOWNHOUSETYPE 'C'14 TOWNHOUSETYPE 'C'13TOWNHOUSETYPE 'C'21 TOWNHOUSETYPE 'C'22 TOWNHOUSETYPE 'C'23 TOWNHOUSETYPE 'C'24 TOWNHOUSETYPE 'C'25 TOWNHOUSETYPE 'C'26 TOWNHOUSETYPE 'C'27 TOWNHOUSETYPE 'C'28 B U I L D I N G 1 B U I L D I N G 2B U I L D I N G 3B U I L D I N G 4B U I L D I N G 5B U I L D I N G 6B U I L D I N G 7B U I L D I N G 8B U I L D I N G 9B U I L D I N G 1 0 4-PLEXTYPE 'A'64-PLEXTYPE 'A'12 TOWNHOUSETYPE 'C'36 TOWNHOUSETYPE 'C'35 TOWNHOUSETYPE 'C'34 TOWNHOUSETYPE 'C'33 EO EO
E
O
TBC: 4853.24TBC: 4852.19TBC: 4852
.
5
5
TBC: 4853.24TB
C
:
4
8
5
2
.
8
6
TBC: 485
2
.
5
5
TBC:
4
8
5
2
.
8
6
TBC: 4853.24 1.5%1.5%1.5%
A
R
E
A
5
3
2
6
2
2
S
F
AREA 214462 SF AREA 1917425 SFAREA 269001 SF AREA 1544547 SF AREA 1612879 SFAREA 1354959 SF
A
R
E
A
8
2
6
3
2
3
S
F
AREA 228708 SFAREA 2519876 SFAREA 2312546 SFAREA 209702 SF AREA 2417811 SF
A
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E
A
3
5
1
9
1
4
S
F
A
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A
4
3
6
2
4
5
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F
A
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A
1
5
5
2
8
5
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F
A
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9
1
3
4
3
6
S
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AREA 1753066 SF
A
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A
2
7
9
4
6
0
S
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1
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20608 S
F
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6
6
9
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A
7
3
7
5
4
0
S
F
A
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A
6
7
2
7
4
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AREA 1411804 SFAREA 1217414 SFAREA 1117334 SF
T
B
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:
4
8
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:
4
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:
4
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:
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:
4
8
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:
4
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:
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:
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:
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:
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:
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:
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:
4
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:
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:
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:
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:
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:
4
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9
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B
C
:
4
8
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.
8
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T
B
C
:
4
8
5
2
.
8
6
TBC: 4
8
5
2
.
8
6
T
B
C
:
4
8
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2
.
8
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T
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C
:
4
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5
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.
6
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T
B
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:
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8
5
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.
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TBC: 4853.01TBC: 4852.73 48514852TBC: 4852.20 TBC: 4853.83TBC: 4853.50 TB
C
:
4
8
5
3
.
5
0
TBC: 4853.50 TBC: 4853.50 TBC: 4853.50TBC: 4852.80TBC: 4852.60TBC: 4852.60 TBC: 4852.98 TBC: 4852.98 TBC: 4852.60TBC: 4852.60TBC: 4852.90 TBC: 4853.00TBC: 4853.35TBC: 4853.60 TBC: 4853.30 TBC: 4853.08 TBC: 4854.00TBC: 4853.68TBC: 4851.90TBC: 4852.00 TBC: 4852.58TBC: 4853.00TBC: 4853.00TBC: 4852.40TBC: 4854.00 TBC: 4852.70 TBC: 4852.90 TBC: 4853.00TBC: 4852.99
T
B
C
:
4
8
5
3
.
8
3
T
B
C
:
4
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5
4
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TBC: 4852.00 TBC: 4852.00TBC: 4851.90TBC: 4851.90TBC: 4853.40TBC: 4853.40TBC: 4853.94
W
E
S
N
0
6
0
'
6
0
'
3
0
'
S
C
A
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:
1
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=
6
0
'
4
C-2
DRAINAGE PLAN
File Location:z:\projects\2021\21025 trappers landing - r mountain pud plat\3.0 design\3.1 cad\3.13 final\21025 trap c2 drainage plan.dwgPlotted By:matthew patzerDate Plotted:Tuesday, March 29 2022 at 11:07 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
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
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CONSTR
U
C
T
I
O
N
16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
BLOCK 1BLOCK 2
HIDEOUT STREET
SUMMERS DRIVE
T
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A
P
P
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HIGHWAY 33
12TH WEST STREET
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SDMH/ CB-8
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SDMH/ CB-21 SDMH/ CB-22SDMH/ CB-20 SDMH/ CB-26 SDMH/ CB-23SDMH/ CB-24SDMH/ CB-25 SDMH/ CB-12SDMH/ CB-11 SDMH/ CB-9SDMH/ CB-10 SDMH/CB-13 SDMH/ CB-16SDMH/ CB-15SDMH/ CB-17ASDMH/ CB-17
S
D
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/
C
B
-
1
SDMH/ CB-19
S00° 05' 41"E
38.00'
S00° 05' 41"E
38.00'
S00° 05' 41"E
38.00'
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4-PLEXTYPE 'A'1 4-PLEXTYPE 'A'2 4-PLEXTYPE 'A'3 4-PLEXTYPE 'A'4
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6
TOWNHOUSETYPE 'C'34 TOWNHOUSETYPE 'C'33 W W W W W
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10+0011+0012+0013
+
0
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1
4
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1
5
+
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6
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0
0
1
7
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TBC: 4853.24TBC: 4852.
2
0
T
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:
4
8
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2
.
5
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T
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:
4
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T
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:
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8
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TBC: 4853.24 TBC: 4852.10
T
B
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:
4
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.
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1
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B
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:
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8
5
3
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TBC: 4853.68TBC: 4852.77TBC: 4853.00
T
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:
4
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1
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:
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:
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:
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:
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8
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TBC: 4852.
2
0
TBC: 4852.78TBC: 4852.94TBC: 4853.55 TBC: 4853.59 2
5
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T
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:
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SSMH-12
T
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:
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4852485148524851
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4834 4836 4838 4840 4842 4844 4846 4848 4850 4852 4854 4856
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4
4
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4
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4
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4
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+
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+
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4846 4848 4850 4852 4854
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3
0
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W
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W
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STA: 9+99.87EL: 4853.24STA: 12+53.85EL: 4852.20
STA: 15+07.83
EL: 4853.24
PC STA: 16+78.85
EL: 4852.55
PT STA: 17+08.85
EL: 4852.86
STA: 10+00EL: 4853.24STA: 12+53.85EL: 4852.20
STA: 15+07.70
EL: 4853.24
PC STA: 16+79.01
EL: 4852.55
PT STA: 17+09.01
EL: 4852.86
STA: 10+67.58EL: 4852.96STA: 11+11.08EL: 4852.78
STA: 14+22.18
EL: 4852.89
STA: 13+81.60
EL: 4852.72
STA: 10+58.87EL: 4853.00STA: 11+15.37EL: 4852.77
STA: 13+83.85
EL: 4852.73
STA: 14+50.85
EL: 4853.01
-0.41%-0.41%-0.41%
0
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A
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:
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.
0
8
'
INSTALL FH
STA: 17+06.27
12" N INV IN=4848.6
0
24" W INV OUT=484
7
.
2
0
SDMH-11STA: 12+53.85RIM=4852.20BOTTOM=4844.20S INV OUT=4848.70 CB-11STA: 12+53.85GRATE=4851.70 N INV OUT=4848.70 CB-12STA: 12+53.85GRATE=4851.70
1
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:
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=
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0
5
12" S INV IN=4848.6
0
24" W INV OUT=484
7
.
2
0
SDMH-12STA: 12+53.85RIM=4852.20BOTTOM=4844.20
5
-
L
F
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8
"
W
A
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R
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0
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File Location:z:\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:Tuesday, March 29 2022 at 11:07 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
PRELIM
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NOT AP
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TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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PP-2
P&P-2
File Location:z:\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:Tuesday, March 29 2022 at 11:08 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
PRELIM
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Y
NOT AP
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CONSTR
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16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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File Location:z:\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:Tuesday, March 29 2022 at 11:08 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
PRELIM
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NOT AP
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16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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PP-4
P&P-4
File Location:z:\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:Tuesday, March 29 2022 at 11:09 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
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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File Location:z:\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:Tuesday, March 29 2022 at 11:09 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
PRELIM
I
N
A
R
Y
NOT AP
P
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O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
WES N6
6
N
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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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File Location:z:\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:Tuesday, March 29 2022 at 11:10 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
PRELIM
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TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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STA: 12+36.75
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PP-7
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File Location:z:\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:Tuesday, March 29 2022 at 11:10 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
PRELIM
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Y
NOT AP
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CONSTR
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16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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File Location:z:\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:Tuesday, March 29 2022 at 11:10 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
PRELIM
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N
A
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Y
NOT AP
P
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CONSTR
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16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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P&P-9
File Location:z:\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:Tuesday, March 29 2022 at 11:11 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
PRELIM
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Y
NOT AP
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D
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CONSTR
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16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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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1
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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
PRELIM
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16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
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15
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
PRELIM
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NOT AP
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TRAPPERS LANDING TERRY HANSEN
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KURT J. ROLAND
21025
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NOT TO SCALE CATCH BASIN1 12" MIN. DIA.GASKET FOR PLASTICPIPE KNOCKOUTS TYPICAL (4)SIDES 18" DIA. TORECEIVE UP TO 15" DIA.PIPE3'-0" MIN.3 1/2"2"3 1/2"30"INSIDE DIA. BARRELSECTION 39 20"3'-0"x6"x3/8"STEEL PLATE 6"C1 SIDEWALK TBCC3 #4 REBAR BYMANUFACTURER ADJUSTING BOLTS C1 CLCL1'-2"GRATE1'-0"INLETBOX12"CURB & GUTTERSEE DETAILPLASTIC PIPE REBAR SCHEDULEMARKLOCATIONSIZELENGTHQUANTITYC3CURB AND BOX42'-0"4
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S
H
A
L
L
C
O
N
T
A
C
T
E
A
G
L
E
R
O
C
K
E
N
G
I
N
E
E
R
I
N
G
I
N
S
P
E
C
T
I
O
N
D
E
P
A
R
T
M
E
N
T
D
U
R
I
N
G
E
X
C
A
V
A
T
I
O
N
S
T
O
V
E
R
I
F
Y
.
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
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
2" OF PLANT MIX PAVEMENTUNDISTURBED EARTH 9" OF GRANULAR BORROW/PITRUN 3" OF 3/4" GRAVEL ROADBASE 6"
1'
6"
A
G
G
R
E
G
A
T
E
B
A
S
E
1
'
-
0
"
1
'
-
6
"
6
"
4"
6
"
6"1'6"AGGREGATE BASE 1'-0"1'-6"6"4"6"
6"
2
"
A
S
P
H
A
L
T
3
"
3
/
4
C
R
U
S
H
E
D
G
R
A
B
E
L
9
"
P
I
T
R
U
N
G
R
A
V
E
L
5
'
S
I
D
E
W
A
L
K
4
"
3
/
4
G
R
A
V
E
L
4
"
C
O
N
C
R
E
T
E
NOT TO SCALE TYPICAL PARKING LOT/ DRIVEWAY SECTION6
N
O
T
T
O
S
C
A
L
E
T
H
I
C
K
E
N
E
D
E
D
G
E
S
I
D
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W
A
L
K
5
N
O
T
T
O
S
C
A
L
E
S
T
A
N
D
A
R
D
C
U
R
B
A
N
D
G
U
T
T
E
R
D
E
T
A
I
L
4
NOT TO SCALE LIP DO
W
N
C
U
R
B
3NOT TO SCALE LIP UP CURB2
N
O
T
T
O
S
C
A
L
E
T
Y
P
I
C
A
L
S
T
R
E
E
T
S
E
C
T
I
O
N
1
6
8
'
R
O
W
3
4
'
⅊
1
9
.
5
'
3
0
"
7
'
5
'
S
I
D
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W
A
L
K
2
%
S
L
O
P
E
S
L
O
P
E
1
/
4
"
P
E
R
F
T
6"
TYP
GRANULAR
BORROW
1
5
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
(
T
Y
P
)
C
H
I
P
S
E
A
L
C
O
A
T
2
1
/
2
"
A
S
P
H
A
L
T
P
L
A
N
T
M
I
X
P
A
V
E
M
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N
T
3
1
/
2
"
-
3
/
4
"
A
G
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B
A
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E
1
2
"
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R
A
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A
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B
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R
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W
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F
A
B
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I
C
B
E
L
O
W
A
N
D
U
P
S
I
D
E
S
15'UTILITYEASEMENT(TYP)
3
4
'
1
9
.
5
'
3
0
"
7'5'SIDEWALKSLOPE 1/4" PER FTSLOPEVARIES3% MIN.
2
%
S
L
O
P
E
12"
3
0
"
1
/
4
"
T
O
O
L
E
D
R
A
D
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S
T
O
P
O
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C
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N
C
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T
E
S
I
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W
A
L
K
T
O
B
E
1
/
4
"
A
B
O
V
E
B
A
C
K
O
F
C
U
R
B
2
"
1/4"
1'
8
"
2
'
-
6
"
1 3/4"
6"
4 1/4"
1
/
2
"
6"
R
=
2
"
R
=
3
"
3 1/2
"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
O
40' ROAD
1
2
'
1
2
'
1
2
'
2
'
2
'
1
0
0
'
T
A
P
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R
1
0
0
'
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A
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3
0
0
'
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O
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D
N
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W
C
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N
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T
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U
C
T
I
O
N
1
4
5
1
2
'
2
0
0
'
100' ROW LINE
1
0
0
'
R
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I
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1
5
'
P
.
U
.
E
.
L
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T
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I
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W
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3
3
EO EO
40' ROAD
1
2
'
1
2
'
1
2
'
2
'
2
'
1
2
'
1
5
5
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T
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/
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A
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R
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0
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1
0
5
'
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C
L
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R
A
T
I
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N
1
2
2
4
5
5
3
2
0
0
'
CONTINUE STRIPING300' BEYOND NEWCONSTRUCTION
1
0
0
'
R
O
W
L
I
N
E
1
5
'
P
.
U
.
E
.
L
O
T
L
I
N
E
17
D-4
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
PRELIM
I
N
A
R
Y
NOT AP
P
R
O
V
E
D
F
O
R
CONSTR
U
C
T
I
O
N
16410
TRAPPERS LANDING TERRY HANSEN
M. PATZER
KURT J. ROLAND
21025
℄
1
.
2
'
2
.
4
'
0
.
4
'
S
H
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L
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R
2
.
4
'
9
.
2
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0
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.
2
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2
.
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0
.
4
'
S
H
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U
L
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R
3
4
'
℄
2
%
2
%
RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE 60'
N
O
T
T
O
S
C
A
L
E
H
W
Y
3
3
T
Y
P
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A
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@
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MATCH LINE SEE 1 THIS SHEET
M
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5
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:
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=
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:
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SEE 2 THIS SHEET
N
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A
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Y
3
3
W
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D
1
MATCH EXISTING ASPHALT & STRIPING