HomeMy WebLinkAboutINFRASTRUCTURE Rev 2 10.31.24 - 24-00868 - Teton Vu Estates - 1114 N Yellowstone Hwy - Plat-Reviewed-Approved (1)Author Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description :
Address : 1114 N Yellowstone Hwy
Record Type : Plat
Document Filename : INFRASTRUCTURE Rev 2 10.31.24 - 24-00868 - Teton Vu Estates - 1114 N Yellowstone Hwy - Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 24-00868
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C202 Stamp Stan Crittenden : Fire Open 5 Approved - Fire Dept
C001 Stamp Katie Saurey : P&Z Open 1 Plan Received
C200 Rectangle Kyle Baldwin : P&Z Open 3
C200 Stamp Kyle Baldwin : P&Z Open 3 Approved - Planning and Zoning
C503 Callout Joel Gray : PW Open 15 Geotextile fabric required under granular borrow.
C503 Stamp Joel Gray : PW Open 15 Approved - Public Works
Plat
Approval of plans does not constitute approval of variance from code
PROPERTY BOUNDARY
STORM DRAIN LINE
WATER LINE
IRRIGATION LINE
GAS LINE
SEWER LINE
BURIED POWER LINE
AERIAL POWER LINE
COMMUNICATION LINE
CONTOUR MINOR
CONTOUR MAJOR
ASPHALT
OPEN FACE CURB AND GUTTER
FENCE
CONCRETE
EXISTING TO BE REMOVED
WATER VALVE
FIRE HYDRANT
STORMDRAIN BOX
WATER METER
SEWER MANHOLE
sd
ss
c
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x
w
g
e
ir
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WATER LINE (SIZE SHOWN ON PLAN)
STORM DRAIN LINE (SIZE SHOWN ON PLAN)
IRRIGATION LINE (SIZE SHOWN ON PLAN)
GAS LINE
SANITARY SEWER LINE (SIZE SHOWN ON PLAN)
BURIED POWER LINE
BURIED COMMUNICATION LINE
CONTOUR MAJOR
CONTOUR MINOR
ASPHALT
CATCH CURB AND GUTTER
SPILL CURB AND GUTTER
CONCRETE SIDEWALK.
BUILDING SETBACK
WATER VALVE
FIRE HYDRANT
SEWER MANHOLE
WATER METER
STORMDRAIN BOX
STORM WATER CATCH BASIN
IRR IRR
C
G
W W
SS
S
S
LEGEND EXISTING LEGEND PROPOSED
SD
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####
W
W
TETON VU
CONSTRUCTION DRAWINGS
10/30/2024
C001
COVER &
LEGEND
PROJECT CONTACTS:
1.CIVIL ENGINEER:
MICHAEL TAYLOR
498 WEST 100 SOUTH
PROVIDENCE, UT 84332
MTAYLOR@CSG.WORK
P. 435.890.4498
2.SURVEYOR:
CURTIS BOWN
498 WEST 100 SOUTH
PROVIDENCE, UT 84332
CBOWN@CSG.WORK
P. 435.720.3761
3.IDAHO FALLS PUBLIC WORKS DIRECTOR:
KEITH DAVIDSON
keith.davidson@rexberg.org
P. 208.359.3020
4.ROCKY MOUNTAIN POWER:
P. 1.888.221.7070
5.INTERMOUNTAIN GAS CO.:
P. 800.548.3679
6.DEVELOPER
STEVEN HANSEN
STEVEN@H2VENTUREPROPERTIES.COM
P. 208.680.3149
1.APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK TO BE PERFORMED UNTIL A NOTICE TO PROCEED HAS BEEN ISSUED.
2.THE APPROVAL OF THIS PLAN OR ISSUANCE OF A PERMIT BY THE CITY OF REXBURG DOES NOT AUTHORIZE THE SUBDIVIDER AND OWNER TO VIOLATE ANY FEDERAL,
STATE OR CITY LAWS, ORDINANCES, REGULATIONS, OR POLICIES.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND/OR VERTICAL CONTROL BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY
CONSTRUCTION. A SURVEY CREW MUST FIELD LOCATE, REFERENCE, AND/OR PRESERVE ALL HISTORICAL OR VERTICAL CONTROLLING MONUMENTS PRIOR TO ANY
EARTHWORK. IF DESTROYED, A SURVEY CREW SHALL REPLACE SUCH MONUMENTS WITH APPROPRIATE VERTICAL CONTROLLING MONUMENTS. THE CONTRACTOR WILL
BE RESPONSIBLE FOR THE COST OF REPLACING ANY VERTICAL CONTROL BENCHMARKS DESTROYED BY THE CONSTRUCTION.
4.CONTRACTOR SHALL CONTACT "DIG LINE" PRIOR TO START OF CONSTRUCTION ACTIVITIES BY CALLING 811 OR SUBMITTING AN ONLINE UTILITY LOCATION REQUEST AT
WWW.DIGLINE.COM.
5.CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING THE PROJECT GRADING AND/OR CONSTRUCTION ACTIVITIES. THE PROGRAM
SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE STATE OF IDAHO AND REXBURG CITY.
6."PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR REPLACEMENT OF SUCH PUBLIC IMPROVEMENTS IS REQUIRED, THE OWNER SHALL OBTAIN
THE REQUIRED PERMITS FOR WORK IN THE PUBLIC RIGHT-OF-WAY, SATISFACTORY TO THE PERMIT- ISSUING AUTHORITY.
7.ALL EXISTING AND/OR PROPOSED PUBLIC UTILITY SYSTEM AND SERVICE FACILITIES SHALL BE INSTALLED UNDERGROUND IN ACCORDANCE WITH THE REXBURG CITY
STANDARDS AND SPECIFICATIONS.
8.PRIOR TO ANY DISTURBANCE TO THE SITE, EXCLUDING UTILITY MARK-OUTS AND SURVEYING, THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR A
PRE-CONSTRUCTION MEETING WITH THE CITY OF REXBURG.
9.DEVIATIONS FROM THESE SIGNED PLANS WILL NOT BE ALLOWED UNLESS A CONSTRUCTION CHANGE IS APPROVED BY THE CITY ENGINEER OR THE CHANGE IS REQUIRED
BY THE CITY INSPECTOR.
GENERAL NOTES:
1.CITY OF REXBURG ENGINEERING STANDARDS RESOLUTION 2022-07
2.STORM WATER SPECIFICATIONS ARE PER THE EPA NATIONAL MENU OF STORMWATER BEST MANAGEMENT PRACTICES UNDER THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) AND THE IDAHO DEPARTMENT OF WATER QUALITY STORMWATER MANAGMENT PROGRAM.
3.THE SPECIFICATIONS MENTIONED IN ITEMS ONE AND TWO SHALL SUPERSEDE ANY CONFLICTING SPECIFICATIONS CONTAINED WITHIN THESE PLANS.
STANDARD DRAWINGS & SPECIFICATIONS:
REXBURG CITY ENGINEERING DEPARTMENT APPROVAL:
THE IMPROVEMENT FOR THIS SUBDIVISION HAVE BEEN REVIEWED BY THE CITY ENGINEER FOR GENERAL CONFORMANCE WITH THE REQUIREMENTS OF THE CITY SUBDIVISION
ORDINANCE. THIS SET OF CITY-APPROVED DRAWINGS SHALL BE USED FOR CONSTRUCTION OF THE REQUIRED SUBDIVISION IMPROVEMENTS. THE DEVELOPER'S ENGINEER,
WHOSE STAMP IS ON THESE DRAWINGS, IS RESPONSIBLE FOR THE ENGINEERING DESIGN, DRAFTING, AND RELATED FIELD INFORMATION. THE CONSTRUCTION CONTRACTOR
IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION;
COORDINATION OF HIS OR HER WORK WITH THAT OF ALL OTHER TRADES; AND THE SATISFACTORY PERFORMANCES OF HIS OR HER WORK.
BY:___________________________________________DATE:________________________
VICINITY MAP
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DESIGNING OUR FUTURE
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THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
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PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
PROJECT LOCATION
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MOODY ROAD
Sheet List Table
Sheet Number Sheet Title
C001 COVER & LEGEND
C101 DEMOLITION PLAN
C200 PHASE PLAN
C201 SITE PLAN
C202 UTILITY PLAN
C203 SANITARY SEWER PROFILES
C204 STRIPING PLAN
C300 GRADING OVERVIEW PLAN
C301 GRADING PLAN
C302 GRADING PLAN
C303 WATERSHED & SWPPP OVERVIEW
C304 STORMWATER PLAN
C501 DETAILS
C502 DETAILS
C503 DETAILS
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PARCEL 1
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PARCEL 4
STEGELMELER LANE
PUBLIC STREET
REXBURG BUSINESS PARK
INST. NO. 506229
LOT 11
BLOCK 4
LOT 10
BLOCK 4
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C101
DEMOLITION
PLAN
DEMOLITION PLAN SHEET KEY NOTES:
ALL ITEMS CALLED OUT TO BE REMOVED SHALL BE DISPOSED OF IN AN
APPROPRIATE MANNER AND LOCATION:
1.REMOVE ASPHALT PAVEMENT
2.REMOVE CONCRETE FOOTING
3.REMOVE BUILDING
4.REMOVE CONCRETE PAVEMENT
5.REMOVE POWER POLE & LINES. COORDINATE WITH UTILITY OWNER.
6.REMOVE ELECTRICAL BOX. COORDINATE WITH UTILITY OWNER.
7.REMOVE FENCE LINE
8.REMOVE SIGN
9.REMOVE PROPANE TANK
10.REMOVE IRRIGATION PIPE AND GATE
1
DESIGNING OUR FUTURE
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THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
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PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
Feet
80400
N
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SAWCUT ASPHALT
FOR A CLEAN EDGE
GENERAL DEMOLITION PLAN NOTES:
1.ALL ITEMS NOT INDICATED FOR REMOVAL SHOULD REMAIN IN PLACE.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS AND/OR REPLACEMENT
OF DAMAGED ITEMS OR SURFACES NOT INTENDED TO BE REMOVED AS
DEFINED BY THIS PLAN.
2.ALL ITEMS CALLED OUT FOR REMOVAL SHALL BE DISPOSED OF IN AN
APPROPRIATE, LEGAL MANNER AND LOCATION.
3.CONTRACTOR SHALL CONFIRM LOCATION OF EXISTING UTILITIES PRIOR TO
WORK WITHIN THE AREA OF ANY EXISTING UTILITY.
5
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C200
PHASE PLAN
Feet
80400
N
DESIGNING OUR FUTURE
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THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
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PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
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PROPOSED TOWNHOME BLDG APROPOSED TOWNHOME BLDG B
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PROPOSED APARTMENT BLDG F
PROPOSED APARTMENT BLDG E
PROPOSED APARTMENT BLDG H
PROPOSED APARTMENT BLDG I
PROPOSED
APARTMENT
BLDG G
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PROPERTY LINE TYP.
PROPOSED PROPERTY LINE
PHASING NOTES:
-ALL HARDSCAPE INFRASTRUCTURE AND
UTILITIES FOR THE ENTIRE SITE WILL BE
INSTALLED AND CONSTRUCTED AS PART
OF PHASE 1.
-THE PROPOSED PHASING PLAN IS FOR
BUILDING CONSTRUCTION ONLY.
EXISTING PROPERTY LINE
CLUBHOUSE BLDG J
PHASE 1
PHASE 2
PHASE 3
PHASE 4
x x x x
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C201
SITE PLAN
1 SITE SHEET KEY NOTES:
PROVIDE, INSTALL, AND/OR CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS
SHOWN ON THE CONSTRUCTION DRAWINGS:
1.STREET LIGHTS (7/C503)
2.DRIVEWAY APPROACH (12/C501)
3.CATCH CURB & GUTTER (7/C501)
4.SPILL CURB & GUTTER (6/C501)
5.CONCRETE SIDEWALK (9/C501)
6.4' CONCRETE WATERWAY (4/C501)
7.CONCRETE DRIVEWAY (8/C501)
8.ADA RAMP (5/C501)
9.STANDARD DUTY ASPHALT PAVEMENT (1/C501)
10.HEAVY DUTY ASPHALT PAVEMENT (2/C501)
11.DUMPSTER ENCLOSURE (13/C501)
12.4" YELLOW PAINT STRIPE
13.YELLOWSTONE HIGHWAY RIGHT-OF-WAY CROSS-SECTION (8/C503)
14.STOP SIGN
15.PICKLE BALL COURT (BY OTHERS)
16.CONCRETE STAIR (5/C503)
17.6" RAISED CURB (6/C503)
18.8" WHITE LINE
19.30" ITD CATCH CURB & GUTTER (3/C501)
20.PARALLEL ADA RAMP (10/C501)
Feet
80400
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DESIGNING OUR FUTURE
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THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
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PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
26.0'20.0'
9.0'
26.0'
26.0'
R9.5'
R9.5'
R9.5'
R9.5'
R9.5'
R2.5'
R2.5'
R9.5'
R9.5'
R9.5'
R4.5'R4.5'
R4.5'
R4.5'
R4.5'
R2.5'
R2.5'
R312.9'
R276.8'
R9.5'
R9.5'
R2.5'
R3.5'
R3.5'R9.5'
R9.5'
R2.5'
R2.5'
R2.5'
R2.5'
R4.5'R2.5'
R2.5'
R2.5'
R2.5'
R9.5'R2.5'R2.5'
R2.5'
R2.5'
R9.5'
R9.5'
R2.5'R9.5'
R2.5'
R9.5'R2.5'
R79.5'
R8.0'
20.0'
9.0'
20.0'
9.0'
20.0'
9.0'
20.0'
9.0'
20.0'9.0'
20.0'
9.0'
20.0'
9.0'
20.0'
9.0'
9.0'
20.0'
9.0'
27.5'
27.5'
26.0'
26.0'
24.0'
24.0'
26.0'
26.0'
15.0'
15.0'
15.0'
15.0'
15.0'
26.0'
26.0'
308.1'
55.0'
55.0'
264.2'
55.0'
264.2'
80.0'
50.0'
20.0'
9.0'
12
5
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11
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12
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19
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320.0'
12
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5
55
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55
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YE
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264.2'
55.0'
7
R2.5'R2.5'R2.5'
6
R120.5'
R2.5'
R24.5'
R9.5'
R2.5'R2.5'
R2.5'
R2.5'
R8.0'
R8.0'
R9.5'
R2.5'
R2.5'26.0'
R8.0'R8.0'
R5.0'R5.0'R5.0'
R10.0'
R15.0'
R6.5'
R10.0'
R3.0'
4
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4
18.5'
18.5'
21.5'
R3.0'
R2.5' TYP.
15.0'
R9.5'
R2.5'
R2.5'
R2.5'R2.5'
R2.5'
PROPOSED TOWNHOME BLDG.PROPOSED TOWNHOME BLDG.
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PROPOSED APARTMENT BLDG.
PROPOSED APARTMENT BLDG.
PROPOSED APARTMENT BLDG.
PROPOSED APARTMENT BLDG.
PROPOSED
APARTMENT
BLDG.
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5
4.0'
7.5'
7.5'
13
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22.9'
23.4'
22.9'
16
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6.0'
9.5'
5
5.0'
5.0'
5.0'
5.0'
5
29.0'
9.5'
30.0'
54.0'15
13.5'
10.0'
13.5'
5.0'
5.0'
16 TYP.
GRAVEL TRAIL SEE
LANDSCAPE PLAN
PROPERTY LINE TYP.
6.0'
5.0'
4.0'
5.0'
4.0'16 TYP.
20
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18
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18
14
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9
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25.0' SETBACK
6.0' SETBACK
20.0' SETBACK
6.0' SETBACK
25.0' SETBACK
PROPOSED PROPERTY LINE
GENERAL NOTES:
1.TESTING OF STREET CONSTRUCTION TO BE IN ACCORDANCE
WITH CURRENT ISPWC.
2.ASPHALT CHIP SEAL OF STREET SURFACE TO BE PLACED
WITHIN 2 YEARS OF THE DATE THE STREET SURFACE IS
CONSTRUCTED OR MAY BE INCLUDED IN A CITY SEAL COAT
PROJECT IF SUCH IS APPROVED IN THE
ANNEXATION/DEVELOPMENT AGREEMENT.
3.PROPOSED PERMISSIBLE LOT COVERAGE IS 24%, WHICH IS
GREATER THAN 20% REQUIRED PERVIOUS SURFACE.
4.PROPOSED SNOW STORAGE AREA IS 18% OF PARKING AREA,
WHICH IS GREATER THAN 10% REQUIRED SNOW STORAGE.
5.PROPOSED TOWNHOME BUILDINGS INFO:
5.1.2 CAR GARAGE
5.2.3 BED/2 BATH
5.3.TRASH CANS TO SERVICE EACH INDIVIDUAL TOWNHOME
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29.0'
EXISTING PROPERTY LINE
1
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LEGEND:
SNOW STORAGE AREA
21.5'
5
19
13
R25.0'
2
10
6.0'
6.0'
6.0'
6.0'
6.0'
6.0'
6.0'
6.0'
6.0'
22.1'
32.0'
6.0'
6.0'
7.5'
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IRIRIRIRIRIR
IR
8S
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SSMH #1 (5' Ø)
RIM:4876.67
(EX) INV: 4865.79'
(NE) INV IN:4866.00' (8")
SSMH #6 (4' Ø)
RIM:4877.94
(SW) INV OUT:4871.73' (8")
SSMH #5 (5' Ø)
RIM:4878.19
(NE) INV IN:4870.98' (8")
(SE) INV IN:4870.98' (8")
(SW) INV OUT:4870.88' (8")
SSMH #3 (5' Ø)
RIM:4877.85
(NE) INV IN:4868.79' (8")
(E) INV IN:4868.79' (8")
(W) INV OUT:4868.69' (8")
SSMH #8 (4' Ø)
RIM:4877.75
(W) INV OUT:4871.54' (8")
SSMH #4 (4' Ø)
RIM:4877.69
(NE) INV IN:4870.11' (8")
(SW) INV OUT:4870.01' (8")
SSMH #7 (4' Ø)
RIM:4877.07
(E) INV IN:4870.22' (8")
(W) INV OUT:4870.12' (8")
SSMH #10 (4' Ø)
RIM:4877.01
(W) INV OUT:4872.63' (8")
SSMH #9 (4' Ø)
RIM:4877.13
(E) INV IN:4872.00' (8")
(NW) INV OUT:4871.90' (8")
18
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127.87' of 8"Ø PIPE @0.90%
326.76' of 8"Ø PIPE @0.40%328.88' of 8"Ø PIPE @0.40%
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IRR BOX (3' X 3') #1
GRATE: 4878.95' SUMP:4876.72'
(E) INV IN: 4876.72' (24")
(W) INV OUT: 4876.72' (24")
IRR BOX (3' X 3') #2
GRATE: 4878.95' SUMP:4874.66'
(E) INV IN: 4875.66' (24")
(W) INV OUT: 4875.66' (24")
430.63' of 24"Ø PIPE @0.25%
61.62' of 24"Ø PIPE @0.25%
30.43' of 24"Ø PIPE @0.25%IRR BOX (3' X 3') #3 WITH SOLID LID
RIM: 4878.82' SUMP:4874.50'
(E) INV IN: 4875.50' (24")
PIPE EXISTING
IRRIGATION DITCH
INV IN: 4876.80'
CONNECT TO EXISTING
IRRIGATION LINE UNDER
YELLOWSTONE HIGHWAY
SSMH #2 (4' Ø)
RIM: 4877.51' SUMP:4867.40'
(E) INV IN: 4867.50' (8")
(SW) INV OUT: 4867.40' (8")
C202
UTILITY PLAN
UTILITY SHEET KEY NOTES:
PROVIDE, INSTALL, AND/OR CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED,
AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
1.1"Ø WATER SERVICE & METER (1/C502)
2.2"Ø WATER SERVICE & METER (3/C502)
3.6"Ø FIRE LINE CONNECTION TO BUILDING
4.FIRE HYDRANT ASSEMBLY (5/C502)
5.GATE VALVE (9/C502)
6.4"Ø SANITARY SEWER SERVICE (7/C502)
7.6"Ø SANITARY SEWER SERVICE (7/C502)
8.SANITARY SEWER MANHOLE (6/C502)
9.SANITARY SEWER CLEANOUT (8/C502)
10.STORMWATER STRUCTURE (SEE STORMWATER PLAN)
11.STORMWATER POND (SEE STORMWATER PLAN)
12.UTILITY STUB. CAP AND MARK
13.2" LANDSCAPE WATER METER (SEE LANDSCAPE PLAN)
14.12" YARD DRAIN (SEE STORMWATER PLAN)
15.UNDERGROUND POWER LINES (BY OTHERS)
16.6' Ø GRAVEL SUMP (4/C502)
1
Feet
80400
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DESIGNING OUR FUTURE
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P
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N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
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V
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4
N
O
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T
H
Y
E
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L
O
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O
N
E
H
W
Y
RE
X
B
U
R
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,
I
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,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
11
8
7
4
2
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4
4
4
4
2
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10
1010
10
10
10
10
10
10
10
10
10
10
8
8
88
8
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7
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6
1
6
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2
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10
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1010
10
10
10
10
10
10
11
8
8
6
1
6
1
12
12
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.TYP.
13
5
5
5
5
14
1414
PROPERTY LINE (TYP.)
9
9
9
9
9
3
3
3
3
3
5
5
4
16
16
16
16
4
10
15
15
10
GENERAL NOTES:
1.CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND
CONTACT ENGINEER IF DIFFERENT FROM LOCATIONS DISPLAYED ON THESE
PLANS.
2.MINIMUM 18" OF VERTICAL SEPARATION REQUIRED BETWEEN WATER MAIN
AND SEWER MAIN WHERE LINES INTERSECT.
3.MINIMUM OF 10' FROM OUTSIDE-OF-PIPE TO OUTSIDE-OF-PIPE REQUIRED
BETWEEN CULINARY WATER LINE AND ALL OTHER WET UTILITIES.
4.ALL SEWER, IRRIGATION, STORM DRAIN AND CULINARY WATER LINES SHALL
BE INSTALLED PER UTILITY TRENCHING DETAIL FOUND IN STANDARD
DRAWING 11 ON SHEET C501.
a.BEDDING AND BACKFILLING OF TRENCHES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CURRENT ISPWC, UNLESS SPECIFIED BY CITY
ENGINEER.
b.PERFORM ALL TESTING IN THE PRESENCE OF THE CITY ENGINEER OR HIS
ASSIGNED AGENT.
c.TESTING PER ISPWC SPECIFCATIONS.
d.FINAL TESTING: PERFORM FINAL TESTING AFTER BACKFILLING AND
COMPACTION AND FOLLOWING INSTALLATION OF OTHER UTILITIES, BUT
PRIOR TO SURFACE RESTORATION
e.ON-SITE RUNOFF STORAGE FACILITIES MUST BE INSPECTED PRIOR TO
FINAL SURFACE RESTORATION.
f.A SIGNED "LETTER OF ACCEPTANCE" FROM THE CITY WILL BE REQUIRED
PRIOR TO FINAL SURFACE RECONSTRUCTION.
5.ALL CULINARY WATER MAINS SHALL BE CLASS 50 DUCTILE IRON PIPE.
6.ALL WATER MAINS SHALL BE INSTALLED WITH A MINIMUM OF 5' OF COVER,
AND IRRIGATION LINES WITH A MINIMUM OF 3' OF COVER.
7.ALL SEWER AND WATER SERVICES SHALL BE 5.5' OFFSET FROM SIDE
PROPERTY BOUNDARY. PROVIDE 11-FT HORIZONTAL SEPARATION BETWEEN
CENTERLINES OF WATER & SEWER, 6-FT HORIZONTAL SEPARATION
BETWEEN SECONDARY IRRIGATION AND SEWER.
8.ALL WATER SERVICES SHALL BE INSTALLED PER STANDARD DETAILS 1-2 ON
SHEET C502.
a.WATER LINE STUB-OUTS TO BE BALL-TYPE CORPORATION AND CURB
STOP ADAPTER, POLY-BY-FEMALE METAL PIPE, AND RATED TO 300 PSI
MINIMUM WORKING PRESSURE. APPROVED WATER LINE MATERIALS ARE
CLASS 200 PSI POLYETHYLENE PIPE.
b.WATER MAIN VALVES TO BE RESILIENT WEDGE GATE VALVES FOR 10" AND
SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FOR LARGER
DIAMETER PIPES RATED AT 250 PSI PR MORE WORKING PRESSURE.
9.ALL SEWER SERVICES SHALL BE INSTALLED PER STANDARD DETAIL 7 ON
SHEET C502.
10.ALL SEWER LINES SHALL BE CONSTRUCTED OF PVC SDR-35
MATERIAL.
11.ALL SEWER MANHOLES SHALL BE INSTALLED PER STANDARD DETAIL 6 ON
SHEET C-501.
12.SEWER CONNECTIONS TO SEWER MANHOLES SHALL BE GROUTED USING
NON-SHRINK GROUT.
a.BEDDING AND BACKFILLING OF TRENCHES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CURRENT ISPWC, UNLESS SPECIFIED BY CITY
ENGINEER.
b.PERFORM ALL TESTING IN THE PRESENCE OF THE CITY ENGINEER OR HIS
ASSIGNED AGENT.
c.TESTING PER ISPWC SPECIFCATIONS.
d.AFTER PIPES ENDS HAVE BEEN GROUTED ACCORDING TO ISPWC DIVISION
500 SECTION 502.3.5 AND PRIOR TO CCTV INSPECTION, THE COMPLETED
PIPELINE WILL BE CLEANED WITH A HYDRO CLEANER BY A CITY CREW
ACCORDING TO ISPWC DIVISION 500 SECTION 501.3.4.
e.CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION TO BE COMPLETED PER
CITY SPECIFICATION
13.CONTRACTOR SHALL PLACE CONCRETE THRUST BLOCKS ON ALL TEES,
WYES, BENDS, ANGLES, ETC ON ALL WATER AND IRRIGATION LINES AS
SHOWN IN DETAIL 2 ON SHEET C503.
14.POWER - CONTRACTOR SHALL COORDINATE WITH OWNER AND ROCKY
MOUNTAIN POWER TO DETERMINE PRECISE LOCATION AND LAYOUT OF
POWER LINES THROUGH DEVELOPMENT. CONTRACTOR SHALL BE
RESPONSIBLE TO TRENCH, BED, INSTALL AND FILL IN THE POWER TRENCH
AND PROVIDE THE REQUIRED PVC SCHEDULE 40 CONDUIT.
15.TELEPHONE AND CABLE - CONTRACTOR SHALL COORDINATE WITH UTILITY
COMPANIES FOR LOCATION OF CONDUIT CROSSINGS AND SHALL INSTALL
ALL CONDUITS.
16.GAS - CONTRACTOR SHALL COORDINATE INSTALLATION OF GAS WITH
DOMINION ENERGY.
17.FIRE HYDRANT TO BE MUELLER, WATEROUR, OR CLOW BRANDS WITH
STORZ ADAPTER KOCHEK MODEL SZMC5045-3-Y.
18.FIRE HYDRANT MUST BE INSTALLED PER ISPWC AND OTHER APPLICABLE
CODES. PARCEL OWNER IS RESPONSIBLE FOR REQUIRED ADJUSTMENT
DUE TO LANDSCAPING.
a.ACCEPEANCE OF THE WATER LINES BASED ON THE FOLLOWING CRITERIA:
b.BEDDING AND BACKFILLING OF TRENCHES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CURRENT ISPWC, UNLESS SPECIFIED BY CITY
ENGINEER.
c.PERFORM ALL TESTING IN THE PRESENCE OF THE CITY ENGINEER OR HIS
ASSIGNED AGENT.
d.PERFORM ALL TESTING IN ACCORDANCE WITH ISPWC SPECIFCATIONS.
e.A SIGNED "LETTER OF ACCEPTANCE" FROM THE CITY WILL BE REQUIRED
PRIOR TO FINAL SURFACE RECONSTRUCTION.
8
5
5
5
5
5
4
SSMH #1 TO SSMH #8 PROFILE
4855
4860
4865
4870
4875
4880
4885
4855
4860
4865
4870
4875
4880
4885
-0+25 0+00 25 50 75 1+00 25 50 75 2+00 25 50 75 3+00 25 50 75 4+00 25 50 75 5+00 25 50 75 6+00 25 50 75 7+00 25 50 75 8+00 25 50 75 9+00 25 50 9+75
SSMH #8 (4' Ø)
STA:9+51.89 OFF:0.00
RIM:4877.75
(W) INV OUT:4871.54' (8")
326.76' of 8"Ø PIPE @0.40%
SSMH #7 (4' Ø)
STA:6+21.13 OFF:0.00
RIM:4877.07
(E) INV IN:4870.22' (8")
(W) INV OUT:4870.12' (8")
328.88' of 8"Ø PIPE @0.40%
SSMH #3 (5' Ø)
STA:2+88.25 OFF:0.00
RIM:4877.85
(NE) INV IN:4868.79' (8")
(E) INV IN:4868.79' (8")
(W) INV OUT:4868.69' (8")
SSMH #2 (4' Ø)
STA:1+56.40 OFF:0.00
RIM:4877.51
(E) INV IN:4867.50' (8")
(SW) INV OUT:4867.40' (8")
152.41' of 8"Ø PIPE @0.90%
SSMH #1 (5' Ø)
STA:0+00.00 OFF:0.00
RIM:4876.67
(NE) INV IN:4866.00' (8")
127.87' of 8"Ø PIPE @0.90%
12"∅ Corrugated HDPE Pipe INV: 4874.59'12"∅ Corrugated HDPE Pipe INV: 4874.25'
24"∅ Corrugated HDPE Pipe INV: 4872.61'
SSMH #3 TO SSMH #6 PROFILE
4860
4865
4870
4875
4880
4885
4860
4865
4870
4875
4880
4885
-0+25 0+00 25 50 75 1+00 25 50 75 2+00 25 50 75 3+00 25 50 75 4+00 25 50 75 5+00 25 50 75 6+00 25 50 75 7+00
SSMH #3 (5' Ø)
STA:0+00.00 OFF:0.00
RIM:4877.85
(NE) INV IN:4868.79' (8")
(E) INV IN:4868.79' (8")
(W) INV OUT:4868.69' (8")
301.41' of 8"Ø PIPE @0.40%
SSMH #4 (4' Ø)
STA:3+05.40 OFF:0.00
RIM:4877.69
(NE) INV IN:4870.11' (8")
(SW) INV OUT:4870.01' (8")
189.23' of 8"Ø PIPE @0.40%
SSMH #5 (5' Ø)
STA:4+99.13 OFF:0.00
RIM:4878.19
(NE) INV IN:4870.98' (8")
(SE) INV IN:4870.98' (8")
(SW) INV OUT:4870.88' (8")
184.21' of 8"Ø PIPE @0.40%
SSMH #6 (4' Ø)
STA:6+87.83 OFF:0.00
RIM:4877.94
(SW) INV OUT:4871.73' (8")
SSMH #5 TO SSMH #10 PROFILE
4860
4865
4870
4875
4880
4885
4860
4865
4870
4875
4880
4885
-0+25 0+00 25 50 75 1+00 25 50 75 2+00 25 50 75 3+00 25 50 75 4+00
SSMH #5 (5' Ø)
STA:0+00.00 OFF:0.00
RIM:4878.19
(NE) INV IN:4870.98' (8")
(SE) INV IN:4870.98' (8")
(SW) INV OUT:4870.88' (8")
225.66' of 8"Ø PIPE @0.40%
SSMH #9 (4' Ø)
STA:2+30.15 OFF:0.00
RIM:4877.13
(E) INV IN:4872.00' (8")
(NW) INV OUT:4871.90' (8")
SSMH #10 (4' Ø)
STA:3+87.19 OFF:0.00
RIM:4877.01
(W) INV OUT:4872.63' (8")
153.05' of 8"Ø PIPE @0.40%15"∅ Corrugated HDPE Pipe INV: 4874.09'
C203
SANITARY
SEWER
PROFILES
DESIGNING OUR FUTURE
MA
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K
:
DA
T
E
:
DE
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:
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P:
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2
0
2
4
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2
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-
1
1
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T
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A
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C
A
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\
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S
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t
\
2
4
-
1
1
2
U
T
I
L
I
T
Y
P
L
A
N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
T
O
N
V
U
11
1
4
N
O
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T
H
Y
E
L
L
O
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E
H
W
Y
RE
X
B
U
R
G
,
I
D
,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-217318"Ø CULINARY WATER CROSSING
INV:4872.94'
8"Ø CULINARY WATER CROSSING
INV:4872.93'
8"Ø CULINARY WATER CROSSING
INV:4873.03'
FINISHED GRADE
EXISTING GRADE
FINISHED GRADEEXISTING GRADE
FINISHED GRADE
EXISTING GRADE
x
x
x x
x x x x x x x x x x x x x x x x x x x x x x x x
x
x
C204
STRIPING
PLAN
1 SITE SHEET KEY NOTES:
PROVIDE, INSTALL, AND/OR CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS
SHOWN ON THE CONSTRUCTION DRAWINGS:
1.4" DOUBLE YELLOW
2.8" WHITE LINE
3.4" WHITE LINE
Feet
60300
N
DESIGNING OUR FUTURE
MA
R
K
:
DA
T
E
:
DE
S
C
R
I
P
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I
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N
:
CA
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2
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S
T
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P
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N
G
P
L
A
N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
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V
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1
4
N
O
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T
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X
B
U
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G
,
I
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,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
200.0'
100.0' GAP
140.0'
14.0'
12.0'
14.0'
12.0'
12.0'
14.5'
12.0'
220.0'
220'
3
3
1
11
1
3
2
2
140.0'
1
YELLOWSTONE HWY.
x x x x
x
x
x
x
x
x
x
x
x
x
x
xxxxxxxx
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x
x x x x x x x x
D
C300
GRADING
OVERVIEW
PLAN
Feet
80400
N
DESIGNING OUR FUTURE
MA
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:
DA
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E
:
DE
S
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2
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3
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8
0
1
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8
7
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P:
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\
2
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-
1
1
2
G
R
A
D
I
N
G
P
L
A
N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
T
O
N
V
U
11
1
4
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
GRADING GENERAL NOTES:
1.ALL TBC CALLOUTS ARE AT FULL HEIGHT AT BACK OF CURB.
2.MAINTAIN A MINIMUM OF 0.5% LONGITUDINAL SLOPE IN ALL GUTTERS.
3.MAINTAIN A MAXIMUM OF 2.0% CROSS-SLOPE ON ALL SIDEWALKS AND AT ALL
BUILDING DOORWAY ENTRANCES AND EXITS.
GRADING LEGEND:
FG = FINISHED GRADE
EG = EXISTING GRADE
ME = MATCH EXISTING
TA = TOP OF ASPHALT
TC = TOP OF CONCRETE
TBC = TOP BACK OF CURB
YE
L
L
O
W
S
T
O
N
E
H
W
Y
SEE C301 FOR GRADING
SEE C302 FOR GRADING
SEE C302 FOR GRADING
x
x
x
x
x
x
x
x
x
xxxxxxxxxxxxx
x
x
x
x
x
x
x
x
x
x
4877
4877
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
4877
4
8
7
8
48
7
8
48
7
8
48
7
8
48
7
8
48
7
8
4
8
7
8
48
7
8
48
7
8
48
7
8
48
7
8
48
7
7
48
7
7
4
8
7
7
4877
48
7
8
4877
4877
48
7
9
4878
4878
4878
48794879
4879
4
8
7
7
4
8
7
7
4
8
7
7
4
8
7
7
4
8
7
7
4
8
7
7
48
7
7
4
8
7
7
4
8
7
8
4
8
7
8
TBC:4877.34
TBC:4877.02
TBC:4878.12
TBC:4877.77
TBC:4877.63
TBC:4877.65
TBC:4877.48
TBC:4877.48 TBC:4877.87
TBC:4877.56
TBC:4878.28
TBC:4878.28
TBC:4877.25
TBC:4877.25 TBC:4876.93
TBC:4878.45
TBC:4878.32
TBC:4878.20
TBC:4878.57
TBC:4878.33
TBC:4878.48
TBC:4877.78
TBC:4877.87
TBC:4876.81
TBC:4876.49
TBC:4878.79
TBC:4878.48
TBC:4878.54
TBC:4877.84
TBC:4877.64
TBC:4877.92
TBC:4877.65
TBC:4878.44
TBC:4878.62
TBC:4878.51
TBC:4878.32
TBC:4878.05
TBC:4878.13
TBC:4877.92
TBC:4878.44
TBC:4878.26
TBC:4877.99
TBC:4877.92
TBC:4878.14
TBC:4878.02
TBC:4878.14
TBC:4878.45
TBC:4878.45
TBC:4878.16
TBC:4877.99
TBC:4878.33
TBC:4877.90
TBC:4878.67
TBC:4879.00
TBC:4878.70
TBC:4877.53
FG:4878.38
FG:4878.38
FG:4878.38
FG:4878.38
FG:4878.58
TBC:4879.16
FG:4878.65
FG:4878.65
FG:4878.65
FG:4878.65
FG:4878.45
FG:4878.45 FG:4878.45
FG:4878.45
TBC:4877.25
TBC:4877.13
TBC:4877.88TBC:4877.50
TBC:4877.77
TBC:4877.84
TBC:4877.76
TBC:4877.54
TBC:4877.03
TBC:4877.45
TBC:4877.77
TBC:4877.80
TBC:4877.95
TBC:4877.98 TBC:4878.00
TBC:4877.89
TBC:4877.58
TBC:4877.58
TBC:4877.89
TBC:4878.00
TBC:4878.01
TBC:4877.92
TBC:4877.62
TBC:4877.48
TBC:4877.55
TBC:4877.00
TBC:4876.90
TBC:4876.94
TBC:4877.01
TBC:4878.56
TBC:4878.39
TBC:4878.32 TBC:4878.29
TBC:4878.02
TBC:4877.97
TBC:4878.11
TBC:4878.38
TBC:4878.38
TBC:4877.86
TBC:4877.72
TBC:4878.03
TBC:4877.67
TBC:4877.41
TBC:4878.06
TBC:4878.37TBC:4877.99
TBC:4877.67
TBC:4877.31
TBC:4877.28
TBC:4877.27
TBC:4877.21
TBC:4877.61
TBC:4877.88
TBC:4879.00
TBC:4878.66
TBC:4878.57
TBC:4878.61
TBC:4878.92
TBC:4879.13
TBC:4878.74 TBC:4878.79
TBC:4879.04
TBC:4879.73
TBC:4879.42
TBC:4879.56
TBC:4879.96
TBC:4879.33
TBC:4879.11
TBC:4879.27
TBC:4879.13 TC:4878.69
TC:4878.70
TBC:4878.89 TBC:4879.17
TBC:4879.07
TBC:4878.76
TBC:4878.66
TBC:4878.64 TBC:4878.75
TBC:4879.06
TBC:4879.30
TBC:4878.99TBC:4878.92
TBC:4878.98
TBC:4879.08
TBC:4879.39
TBC:4878.98
TBC:4878.88TBC:4878.85
TBC:4878.54
TBC:4878.43
TBC:4878.30
TBC:4878.41
TC:4876.58
TC:4876.61
TC:4876.94
FG:4879.00
TBC:4879.58
FG:4879.00
TBC:4879.58
FG:4878.07
FG:4878.07
FG:4878.07
FG:4878.07
FG:4878.58
FG:4878.58
FG:4878.58
FG:4878.58
FG:4878.04
FG:4878.04
FG:4878.04
FG:4878.04
TBC:4878.52
TBC:4878.52
TBC:4878.29
TBC:4878.29
TBC:4877.85
TBC:4877.93
TBC:4877.86
TBC:4877.63
48
7
7
4
8
7
8
48
7
8
4878
487
9
4878
4878
4877
48
7
7
4877
4877
4
8
7
8
487
8
48
7
8
4878
487
9
48
7
5
48
7
5
48
7
4
48
7
4
48
7
6
48
7
6
48
7
7
48
7
7
48
7
8
-4.
6
%
-
2
.
1
%
-
2
.
1
%
-2.
1
%
-2
.
1
%
-2.
1
%
-2
.
1
%
-1.8
%
-1
.
7
%
-
3
.
2
%
-
2
.
1
%
-2.0
%
-
1
.
5
%
-2
.
5
%
-2
.
9
%
-2.
1
%
-4.
2
%
-4.
3
%
-4.
3
%
-3.3
%
-2
.
7
%
-
2
.
0
%
-
2
.
0
%
-
2
.
0
%
-1
.
9
%
-2
.
2
%
-4.4%
-2.5%
-4.4%-2.5%
-0.9
%
-2.0%
TC:4877.80
TC:4877.57
TC:4877.80
TC:4877.80
TC:4877.97
TC:4877.84
TC:4877.70
TC:4877.94
TC:4877.90
TC:4877.90
TC:4877.77
TC:4877.13
TC:4878.42
TC:4877.75
TC:4877.12
TC:4877.60
TC:4877.16
TC:4877.22
TC:4877.34
TC:4877.28 TC:4877.81
TC:4877.67
TC:4877.67
TC:4877.77
TC:4877.83
TC:4877.84
TC:4877.99
TC:4878.50
TC:4877.15
TC:4877.88
TC:4877.91
TC:4877.90
TC:4877.66
TC:4877.89
TC:4877.99
TC:4877.90TC:4877.73
TC:4878.50
TC:4877.68
TC:4878.45
TC:4878.40
TC:4878.53
TC:4878.43
TC:4878.01
-2.
3
%
-6
.
4
%
-19.3%
-20.5%
-1
.
2
%
-1.
7
%
-2.0%
-2.1%
-1.9%
-2
.
0
%
-1
.
9
%
-9.
8
%
-2
.
1
%
-2
.
1
%
-2
.
1
%
-2.1%
TC:4878.27
TC:4877.94
TC:4878.28
-1.3
%
TC:4878.05
TC:4877.99
TC:4878.67
TC:4878.07
TC:4878.00
TC:4878.95
TBC:4878.93
-0.7%
-0.7%
-1.
8
%
-3.
7
%
-0.6%
-1.
8
%
TC:4877.70
TC:4877.48
TBC:4879.04
TBC:4878.66
TBC:4878.12
TC:4878.32
TC:4878.32
TC:4877.92
TC:4877.95
TC:4877.99
TC:4877.97
-2
.
0
%
TA:4878.10 TA:4878.04
-1
.
7
%
-0.5%
-1.8%
-4.4%
-1.8%
4
8
7
8
TBC:4879.59 TBC:4879.15 TBC:4879.45
TC:4877.90
TC:4878.06
TC:4878.06
TC:4877.90
TC:4877.52
TC:4877.39
-2.1%
-2
.
0
%
-1.2
%
TC:4877.57
-2.0
%
-2
.
0
%
TA:4877.50
TA:4877.50
TC:4876.99 TC:4876.87
-1
.
8
%
-4
.
4
%
-1.9
%
TA:4877.31
-2
.
0
%
TC:4878.38 TC:4878.38
-2.9%
-
2
.
8
%
-3
.
0
%
-1.
7
%
TBC:4877.40
TBC:4877.40 TBC:4877.35
TBC:4877.35
4876
4875
4874
-2
.
2
%
-2.3
%
TBC:4879.67
-2.1%
TC:4878.57
TC:4878.57
TC:4877.99
-3
.
5
%
-3
.
5
%
-2
.
8
%
-2
.
0
%
-1.4%
C301
GRADING
PLAN
GRADING GENERAL NOTES:
1.ALL TBC CALLOUTS ARE AT FULL HEIGHT AT BACK OF CURB.
2.MAINTAIN A MINIMUM OF 0.5% LONGITUDINAL SLOPE IN ALL GUTTERS.
3.MAINTAIN A MAXIMUM OF 2.0% CROSS-SLOPE ON ALL SIDEWALKS AND AT ALL
BUILDING DOORWAY ENTRANCES AND EXITS.
GRADING LEGEND:
FG = FINISHED GRADE
EG = EXISTING GRADE
ME = MATCH EXISTING
TA = TOP OF ASPHALT
TC = TOP OF CONCRETE
TBC = TOP BACK OF CURB
N
DESIGNING OUR FUTURE
MA
R
K
:
DA
T
E
:
DE
S
C
R
I
P
T
I
O
N
:
CA
C
H
E
V
A
L
L
E
Y
|
P
:
4
3
5
.
2
1
3
.
3
7
6
2
SA
L
T
L
A
K
E
|
P
:
8
0
1
.
2
1
6
.
3
1
9
2
UT
A
H
V
A
L
L
E
Y
|
P
:
8
0
1
.
8
7
4
.
1
4
3
2
in
f
o
@
c
i
v
i
l
s
o
l
u
t
i
o
n
s
g
r
o
u
p
.
n
e
t
ww
w
.
c
i
v
i
l
s
o
l
u
t
i
o
n
s
g
r
o
u
p
.
n
e
t
P:
\
2
0
2
4
\
2
4
-
1
1
2
T
e
t
o
n
V
i
e
w
\
C
i
v
i
l
\
A
u
t
o
C
A
D
\
S
h
e
e
t
S
e
t
\
2
4
-
1
1
2
G
R
A
D
I
N
G
P
L
A
N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
T
O
N
V
U
11
1
4
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
YE
L
L
O
W
S
T
O
N
E
H
W
Y
PROPOSED APARTMENT BUILDING
FFE:4878.04'
PROPOSED APARTMENT BUILDING
FFE:4878.58'
PROPOSED APARTMENT BUILDING
FFE:4878.07'
PROPOSED APARTMENT BUILDING
FFE:4878.65'
PROPOSED APARTMENT BUILDING
FFE:4878.45'
PROPOSED TOWNHOMES
FFE:4879.00'
PROPOSED TOWNHOMES
FFE:4878.58'
PROPOSED CLUBHOUSE
FFE:4878.38'
GR
A
D
E
B
R
E
A
K
G
R
A
D
E
B
R
E
A
K
GRADE BREAK
0 30 60
Feet
x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x
x x x x x x x x x x x x x x
4877
4877
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
48
7
7
4877
4
8
7
8
48
7
8
48
7
8
48
7
8
48
7
8
48
7
8
4
8
7
8
48
7
8
48
7
8
48
7
8
48
7
8
4877
4877
4877
4
8
7
8
48
7
7
4
8
7
8
4
8
7
8
4
8
7
7
4
8
7
7
TBC:4878.21
TBC:4878.11
TBC:4877.24
TBC:4877.34
TBC:4877.02
TBC:4876.95
TBC:4876.81
TBC:4876.50
TBC:4876.80
TBC:4877.07
TBC:4877.11
TBC:4877.25
TBC:4877.90
TBC:4877.90
TBC:4877.93
TBC:4878.20
TBC:4878.12
TBC:4877.77
TBC:4877.63
TBC:4877.65
TBC:4877.48
TBC:4877.48 TBC:4877.87
TBC:4876.81
TBC:4876.50
TBC:4877.65
TBC:4877.92
TBC:4878.44
TBC:4878.26
TBC:4878.20
TBC:4877.99
TBC:4878.24
TBC:4877.56
TBC:4877.56
TBC:4878.28
TBC:4878.28
TBC:4877.25
TBC:4877.25 TBC:4876.93
TBC:4876.93
TBC:4878.45
TBC:4878.32
TBC:4878.20
TBC:4878.57
TBC:4878.33
TBC:4878.48
TBC:4877.78
TBC:4877.87
TBC:4876.81
TBC:4876.49
TBC:4878.69
TBC:4878.48
TBC:4878.79
TBC:4878.79
TBC:4878.48
TBC:4878.54
TBC:4877.84
TBC:4877.64
TBC:4877.92
TBC:4877.65
TBC:4878.44
TBC:4878.62
TBC:4878.51
TBC:4878.32
TBC:4878.05
TBC:4878.13
TBC:4877.92
TBC:4878.44
TBC:4878.26
TBC:4877.99
TBC:4877.92
TBC:4878.14
TBC:4878.02
TBC:4878.14
TBC:4878.45
TBC:4878.45
TBC:4878.16
TBC:4877.99
TBC:4877.90
TBC:4878.67
TBC:4879.00
TBC:4878.70
TBC:4877.53
FG:4878.38
FG:4878.38
FG:4878.38
FG:4878.38
FG:4878.00
TBC:4878.58
TBC:4878.91
FG:4878.58
FG:4878.58
TBC:4879.16
FG:4878.65
FG:4878.65
FG:4878.65
FG:4878.65
FG:4878.45
FG:4878.45 FG:4878.45
FG:4878.45
TC:4877.20
TC:4877.02
TC:4877.13
TBC:4878.38
TBC:4877.86
TBC:4877.72
TBC:4878.03
TBC:4877.67
TBC:4877.41
TBC:4878.06
TBC:4878.37TBC:4877.99
TBC:4877.67
TBC:4877.31
TBC:4877.28
TBC:4877.27
TBC:4877.21
TBC:4877.61
TBC:4877.88
TBC:4879.07
TBC:4878.76
TBC:4878.66
TBC:4878.64 TBC:4878.75
TBC:4879.06
TBC:4879.30
TBC:4878.99TBC:4878.92
TBC:4878.98
TBC:4879.08
TBC:4879.39
TBC:4878.98
TBC:4878.98TBC:4876.78TBC:4876.76TBC:4877.12
TC:4876.58
TC:4876.61
FG:4879.00
TBC:4879.58
FG:4878.07
FG:4878.58
FG:4878.58
TBC:4878.52
TBC:4878.52
TBC:4878.29
TBC:4878.29
TBC:4877.85
TBC:4877.93
TBC:4877.60
TBC:4877.41
TBC:4877.86
TBC:4877.63
4877 4877487
7
4
8
7
7
487
7
4
8
7
8
48
7
8
4
8
7
8
48
7
8
4877
4877
4877
4877
4
8
7
8
48
7
8
48
7
8
4878
487
8
48
7
8
-3.
5
%
-3.
6
%
-4.
6
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
-
2
.
4
%
-3.0
%
-2
.
0
%
-
2
.
1
%
-1
.
6
%
-2.3%
-1.8%
-
2
.
1
%
-2
.
1
%
-2
.
0
%
-
2
.
1
%
-2.
1
%
-2
.
1
%
-2.
1
%
-2
.
1
%
-1.
8
%
-1
.
7
%
-
3
.
2
%
-
2
.
1
%
-2.0
%
-
1
.
5
%
-2
.
5
%
-2
.
9
%
-2.
1
%
-4.
2
%
-4.4%-2.5%
-0.9
%
TC:4877.97
TC:4877.84
TC:4877.94 TC:4877.99
TC:4878.50
TC:4877.91
TC:4877.99
TC:4877.90TC:4877.73
TC:4878.45
TC:4878.40
TC:4878.53
TC:4878.43
TC:4878.01
-2.
3
%
-6
.
4
%
-2
.
1
%
-2
.
1
%
-2
.
1
%
-2.1%
TC:4877.57
TC:4877.68
-
2
.
1
%
-2.1%-2
.
0
%
-2
.
0
%
-2
.
0
%
-2
.
0
%
TC:4877.94
TC:4877.64
TOS:4877.92 TYP.
TOS:4877.92 TYP.
TOS:4877.92 TYP.
TOS:4877.92 TYP.
BOS:4877.42 TYP.BOS:4877.42 TYP.BOS:4877.42 TYP.BOS:4877.42 TYP.
TBC:4878.58
TBC:4878.58TBC:4878.24 TBC:4878.24
TBC:4878.14TBC:4878.15
TC:4877.65
TC:4877.76
TC:4877.73
TC:4877.63
TC:4877.76
TC:4877.76
TC:4878.00
TC:4878.12
TC:4878.27
TC:4878.20
TC:4877.94
TC:4877.94
TC:4877.67
TC:4877.67
TC:4877.67
TC:4877.74
TC:4878.28
-1.3
%
TC:4877.30 TC:4877.30
TC:4877.30 TC:4877.30
TC:4877.30
TC:4878.14
TC:4878.17
TC:4877.71
TC:4878.05
TC:4877.99
TC:4878.67
TC:4878.07
TC:4878.00
-0.6%
-1.
8
%
-
1
.
7
%
-2.2
%
FG:4878.00
TBC:4878.33
FG:4878.00FG:4878.00
FG:4877.89
TC:4877.70
TC:4877.48
TC:4878.32
TC:4878.32
-1.8%
TC:4877.52
TC:4877.39
-1.2
%
-2
.
0
%
TA:4877.50
TA:4877.50
TC:4876.99 TC:4876.87
-1
.
8
%
-4
.
4
%
-1.9
%
TA:4877.31
-2
.
0
%
TC:4878.38 TC:4878.38
-2.9%
-
2
.
8
%
-3
.
0
%
-1.
7
%
TBC:4877.40
TBC:4877.40 TBC:4877.35
TBC:4877.35
4876
4875
4874
-2
.
2
%
-2.3
%
-4
.
6
%
-1
.
9
%
4876
4875
4874
TBC:4877.51
TBC:4879.21
TBC:4877.43 TBC:4878.12
TBC:4877.43TBC:???
TBC:4878.00
-
1
.
9
%
-4
.
6
%
-1
.
9
%
-2.3%
-2.3%
TBC:4879.67
TBC:4877.59
-2.1%
-2.1
%
-2.1%
TBC:4877.42
TA/ME:4876.43
TC:4878.57
TC:4878.57
TC:4877.99
-1.4%
-2
.
2
%
-2.8
%
-1.
4
%
-2.
3
%
-4.
2
%
-5.
2
%
x
x
x
x x x
D
TBC:4878.91
FG:4878.58
TBC:4877.41
TC:4877.71
TBC:4877.62
TBC:4877.83
TBC:4876.96
TC:4877.87
TC:4877.23
TBC:4877.42
TA/ME:4876.74
TA/ME:4876.43
TA/ME:4876.33
-4.
2
%
-2.
3
%
-2.
1
%
-2.
9
%
-5.
2
%
C302
GRADING
PLAN
N
DESIGNING OUR FUTURE
MA
R
K
:
DA
T
E
:
DE
S
C
R
I
P
T
I
O
N
:
CA
C
H
E
V
A
L
L
E
Y
|
P
:
4
3
5
.
2
1
3
.
3
7
6
2
SA
L
T
L
A
K
E
|
P
:
8
0
1
.
2
1
6
.
3
1
9
2
UT
A
H
V
A
L
L
E
Y
|
P
:
8
0
1
.
8
7
4
.
1
4
3
2
in
f
o
@
c
i
v
i
l
s
o
l
u
t
i
o
n
s
g
r
o
u
p
.
n
e
t
ww
w
.
c
i
v
i
l
s
o
l
u
t
i
o
n
s
g
r
o
u
p
.
n
e
t
P:
\
2
0
2
4
\
2
4
-
1
1
2
T
e
t
o
n
V
i
e
w
\
C
i
v
i
l
\
A
u
t
o
C
A
D
\
S
h
e
e
t
S
e
t
\
2
4
-
1
1
2
G
R
A
D
I
N
G
P
L
A
N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
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PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731GRADING GENERAL NOTES:
1.ALL TBC CALLOUTS ARE AT FULL HEIGHT AT BACK OF CURB.
2.MAINTAIN A MINIMUM OF 0.5% LONGITUDINAL SLOPE IN ALL GUTTERS.
3.MAINTAIN A MAXIMUM OF 2.0% CROSS-SLOPE ON ALL SIDEWALKS AND AT ALL
BUILDING DOORWAY ENTRANCES AND EXITS.
GRADING LEGEND:
FG = FINISHED GRADE
EG = EXISTING GRADE
ME = MATCH EXISTING
TA = TOP OF ASPHALT
TC = TOP OF CONCRETE
TBC = TOP BACK OF CURB
TOS = TOP OF STAIR
BOS = BOTTOM OF STAIR
YE
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PROPOSED APARTMENT BUILDING
FFE:4878.65'
PROPOSED APARTMENT BUILDING
FFE:4878.45'
PROPOSED TOWNHOMES
FFE:4879.00'
PROPOSED TOWNHOMES
FFE:4878.58'
PROPOSED TOWNHOMES
FFE:4878.00'
PROPOSED CLUBHOUSE
FFE:4878.25'
PROPOSED TOWNHOMES
FFE:4878.00'
GRADE BREAK
G
R
A
D
E
B
R
E
A
K
GRADE BREAK
GRADE BREAK
GRADE BREAK
GR
A
D
E
B
R
E
A
K
0 30 60
Feet
x x x x
x
x
x
x
x
x
x
x
x
x
x
xxxxxxxx
x
x
x
x
x
x
x
x
x
x
x
x
x
x x
x x x x x x x xSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
C303
WATERSHED
& SWPPP
OVERVIEW
Feet
80400
N
YE
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DESIGNING OUR FUTURE
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&
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C
P
L
A
N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
T
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V
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1
4
N
O
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H
Y
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H
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Y
RE
X
B
U
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,
I
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,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHEET KEY NOTES:
PROVIDE, INSTALL, AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
1.VEHICLE TRACK OUT PAD
2.MATERIAL STAGING AREA
3.CONCRETE WASHOUT FACILITY WITH SANDBAG BARRIER
4.PORTABLE TOILET
5.SILT FENCE
1
WATERSHED A
3
4
2
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) GENERAL NOTES:
1.ALL PROPOSED CATCH BASINS AND EXISTING CATCH BASINS WITHIN 100' OF PROJECT SHOULD HAVE A
GRAVEL SOCK.
2.SEE DETAILS ON THIS SHEET FOR ALL STORMWATER POLLUTION PREVENTION PLAN DETAILS.
1
WATERSHED B
WATERSHED C
5
5
x x x x
x
x
x
x
x
x
x
x
x
x
x
xxxxxxxx
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x x
x x x x x x x x
D
SDSDSDSDSDSD
SD
SD
S
D
SD SD
SD
SD
SD
SD
SD
SD
S
D
SD
SD
S
D
S
D
SD
SD
S
D
SD
SD
SDSD
SD
SD
SD
SD BOX (2' X 3') #15
RIM: 4877.77' SUMP:4872.50'
(N) INV IN: 4873.50' (15")
(S) INV IN: 4873.75' (12")
(W) INV OUT: 4873.50' (15")
SD BOX (2' X 3') #21
RIM: 4877.29' SUMP:4874.36'
(SW) INV IN: 4874.36' (12")
(E) INV OUT: 4874.36' (15")SD BOX (3' X 3') #22
RIM: 4876.61' SUMP:4873.00'
(W) INV IN: 4874.00' (15")
(E) INV OUT: 4874.00' (15")
SD BOX (2' X 3') #13
RIM: 4877.88' SUMP:4873.66'
(NW) INV IN: 4874.66' (12")
(E) INV OUT: 4874.66' (12")
SD BOX (2' X 3') #11
RIM: 4877.22' SUMP:4872.91'
(SW) INV IN: 4873.91' (12")
(SE) INV OUT: 4873.91' (12")
SD BOX (2' X 3') #4
RIM: 4876.53' SUMP:4873.23'
(N) INV IN: 4874.23' (12")
(W) INV IN: 4874.23' (12")
(E) INV OUT: 4874.23' (12")
SD BOX (2' X 3') #12
RIM: 4877.26' SUMP:4873.87'
(N) INV IN: 4874.87' (12")
(SE) INV OUT: 4874.87' (12")
SD BOX (3' X 3') #24
RIM: 4877.02' SUMP:4872.64'
(S) INV OUT: 4873.64' (15")
SD BOX (2' X 3') #18
RIM: 4876.98' SUMP:4872.41'
(W) INV IN: 4873.41' (15")
(S) INV OUT: 4873.41' (18")
SD BOX (2' X 3') #17
RIM: 4876.98' SUMP:4872.77'
(SW) INV IN: 4873.77' (12")
(E) INV OUT: 4873.77' (15")
SD BOX (2' X 3') #7
RIM: 4876.88' SUMP:4872.59'
(SW) INV IN: 4873.59' (12")
(NW) INV IN: 4873.65' (12")
(SE) INV OUT: 4873.59' (15")
SD BOX (2' X 3') #14
RIM: 4876.80' SUMP:4873.55'
(W) INV IN: 4874.55' (12")
(NE) INV OUT: 4874.55' (12")
SD BOX (2' X 3') #20
RIM: 4877.05' SUMP:4874.04'
(N) INV OUT: 4874.04' (12")
SD BOX (2' X 3') #2
RIM: 4876.91' SUMP:4871.85'
(E) INV IN: 4872.85' (12")
(W) INV IN: 4872.85' (15")
(N) INV OUT: 4872.85' (24")
SD BOX (2' X 3') #3
RIM: 4876.64' SUMP:4873.36'
(S) INV OUT: 4874.36' (12")
SD BOX (3' X 3') #23
RIM: 4876.58' SUMP:4872.15'
(W) INV IN: 4873.15' (15")
(E) INV IN: 4873.31' (15")
(N) INV OUT: 4873.15' (24")
SD BOX (2' X 3') #16
RIM: 4876.43' SUMP:4872.95'
(NE) INV OUT: 4873.95' (12")
SD BOX (2' X 3') #19
RIM: 4876.31' SUMP:4872.34'
(N) INV IN: 4873.34' (18")
(SW) INV OUT: 4873.34' (18")
SD BOX (2' X 3') #1
RIM: 4876.18' SUMP:4873.00'
(W) INV OUT: 4874.00' (12")
SD BOX (2' X 3') #5
RIM: 4876.18' SUMP:4872.30'
(W) INV IN: 4873.30' (12")
(E) INV OUT: 4873.30' (15")
SD BOX (2' X 3') #6
RIM: 4875.90' SUMP:4872.86'
(NE) INV OUT: 4873.86' (12")
SD BOX (2' X 3') #8
RIM: 4875.88' SUMP:4871.65'
(NW) INV IN: 4872.90' (15")
(N) INV OUT: 4872.65' (18")
SD BOX (2' X 3') #9
RIM: 4875.89' SUMP:4870.25'
(S) INV IN: 4871.75' (18")
(N) INV OUT: 4871.25' (24")
144.02' of 12"Ø PIPE @0.79%
13
4
.
7
9
'
o
f
2
4
"
Ø
P
I
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@
2
.
6
8
%
64
.
7
6
'
o
f
1
2
"
Ø
P
I
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@
0
.
2
0
%
188.05' of 12"Ø PIPE @0.49%144.01' of 15"Ø PIPE @0.31%
13
0
.
5
6
'
o
f
1
2
"
Ø
P
I
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E
@
0
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2
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%
280
.
4
2
'
o
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5
"
Ø
P
I
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@
0
.
2
4
%
38.25' of 18"Ø PIPE @2.20%
40.00' of 24"Ø PIPE @7.43%
12
7
.
8
2
'
o
f
1
2
"
Ø
P
I
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@
0
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2
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%
10
1
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8
4
'
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1
2
"
Ø
P
I
P
E
@
0
.
2
0
%
34.36' of 12"Ø PIPE @0.30%
62.16' of 12"Ø PIPE @0.30%
169.9
2
'
o
f
1
5
"
Ø
P
I
P
E
@
0
.
4
9
%
69.66' of 24"Ø PIPE @5.61%94
.
7
0
'
o
f
1
5
"
Ø
P
I
P
E
@
0
.
1
5
%
109.34' of
1
5
"
Ø
P
I
P
E
@
0
.
1
6
%
87
.
0
1
'
o
f
1
2
"
Ø
P
I
P
E
@
0
.
2
0
%
175.25' of 15"Ø PIPE @0.20%
43.88' of 18"Ø PIPE @0.15%
95.14' of 18"Ø PIPE @3.85%
14
2
.
5
6
'
o
f
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2
"
Ø
P
I
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@
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116.65'
o
f
1
5
"
Ø
P
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@
0
.
3
0
%
YARD DRAIN (12 IN) #1
RIM: 4877.89' SUMP:4874.73'
(N) INV OUT: 4874.73' (8")
YARD DRAIN (12 IN) #2
RIM: 4877.10' SUMP:4874.43'
(E) INV OUT: 4874.43' (8")
YARD DRAIN (12 IN) #3
RIM: 4877.10' SUMP:4874.18'
(W) INV IN: 4874.18' (8")
(E) INV OUT: 4874.18' (8")
48.93' of 8"Ø PIPE @0.50%
94.63' of 8"Ø PIPE @3.83%
52.89' of 8"Ø PIPE @0.50%
INSTALL FLARED SECTION
WITH TRASH GUARD
INV IN: 4874.46
SD SUMP #1
RIM: 4873.42' SUMP:4865.42'
(S) INV IN: 4869.00' (24")
(N) INV OUT: 4869.00' (24")
SD SUMP #2
RIM: 4873.42' SUMP:4865.42'
(NE) INV IN: 4869.50' (18")
(S) INV IN: 4869.00' (24")
SD SUMP #3
RIM: 4873.40' SUMP:4865.40'
(S) INV IN: 4868.00' (24")
62
.
5
4
'
o
f
2
4
"
Ø
P
I
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@
0
.
0
0
%
SD SUMP #4
RIM: 4873.45' SUMP:4865.45'
(S) INV IN: 4869.12' (24")
(W) INV IN: 4870.45' (8")
SD BOX (2' X 3') #10
RIM: 4877.03' SUMP:4873.90'
(S) INV OUT: 4874.90' (12")
SD BOX (2' X 3') #24
RIM: 4877.10' SUMP:4874.21'
(NE) INV OUT: 4874.21' (12")
SD BOX (2' X 3') #25
RIM: 4876.81' SUMP:4873.59'
(E) INV OUT: 4874.59' (12")
178.98' of 12"Ø PIPE @0.20%
14
7
.
3
8
'
o
f
1
2
"
Ø
P
I
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@
0
.
2
0
%
9.99' of 12"Ø PIPE @0.20%
C304
STORMWATER
PLAN
Feet
80400
N
DESIGNING OUR FUTURE
MA
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:
DA
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E
:
DE
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C
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:
CA
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P:
\
2
0
2
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1
1
2
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A
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\
2
4
-
1
1
2
S
T
O
R
M
W
A
T
E
R
P
L
A
N
THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF CIVIL SOLUTIONS GROUP,
INC. AND SHALL NOT BE PHOTOCOPIED, RE-DRAWN, OR USED ON ANY OTHER PROJECT
OTHER THAN THE PROJECT SPECIFICALLY DESIGNED FOR, WITHOUT WRITTEN
PERMISSION. THE OWNERS AND ENGINEERS OF CIVIL SOLUTIONS GROUP, INC.
DISCLAIM ANY LIABILITY FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS OR THE DESIGN THEREON WITHOUT THEIR CONSENT. THESE PLANS ARE
DRAWN TO SCALE WHEN PLOTTED ON A 24" X 36" SHEET OF PAPER. THESE PLANS ARE
PRODUCED IN COLOR AND SHOULD BE PLOTTED AS SUCH.
TE
T
O
N
V
U
11
1
4
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
YE
L
L
O
W
S
T
O
N
E
H
W
Y
DRAINAGE NOTES:
1.ALL STORM DRAIN PIPES TO BE DUAL-WALL CORRUGATED HDPE PIPE.
2.INSTALL GRATE ON ALL CATCH BASINS UNLESS OTHERWISE NOTED.
3.ALL CATCH BASINS INSTALLED IN LINE WITH CURB & GUTTER TO BE INSTALLED
WITH HOOD & GRATE.
4.ALL ROOF DOWNSPOUTS SHALL BE DIRECTED TO CONVEY RUNOFF TO ON-SITE
CATCH BASINS, AND NOT TO ANY ADJACENT PROPERTIES.
5.FOR CATCH BASIN INSTALLATION SEE 3/C502 AND 1/C503.
6.RUN-OFF FROM YELLOWSTONE HIGHWAY TO BE MANAGED BY THE DEVELOPER.
STORMWATER POND C:
FREEBOARD: 4876.56
TOP OF STORAGE: 4875.56
BOTTOM OF STORAGE: 4873.56
REQ'D STORAGE: 9,968 CF
PROVIDED STORAGE: 10,198 CF
UTILITY SHEET KEY NOTES:
PROVIDE, INSTALL, AND/OR CONSTRUCT THE FOLLOWING PER THE
SPECIFICATIONS GIVEN OR REFERENCED, THE DETAILS NOTED, AND/OR AS
SHOWN ON THE CONSTRUCTION DRAWINGS:
1.2'X3' STORM DRAIN INLET BOX (1/C503)
2.3'X3' STORM DRAIN BOX (3/C502)
3.STORMWATER POND
4.12" YARD DRAIN (4/C503)
5.STORMWATER SUMP (4/C502)
1
STORMWATER NARRATIVE:
THIS SITE WILL BE DESIGNED TO RETAIN THE REXBURG 100-YR 1-HR STORM.
(SEE CALCULATIONS BELOW). ALL INFRASTRUCTURE WILL BE SIZED TO
CONVEY THE 100-YR 1-HR STORM. THE SITE IS RELATIVELY FLAT AND
CONSISTS OF WELL DRAINING SOILS PER THE GEOTECHNICAL REPORT.
BECAUSE OF THESE CONDITIONS THERE WILL BE NO RELEASE FROM THE SITE.
ALL STORWATER RUNOFF WILL BE COLLECTED AND CONVEYED TO BE STORED
IN THREE ABOVE GROUND RETENTION PONDS.
REQUIRED STORAGE: 36,326 CF
ESTIMATED PROVIDED STORAGE: 38,234 CF
·POND A : 20,661 CF
·POND B : 7,375 CF
·POND C : 10,198 CF
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1 1 1
2
2
2
3
3
3
4
4
4
PROPOSED TOWNHOME BLDG.PROPOSED TOWNHOME BLDG.
PR
O
P
O
S
E
D
T
O
W
N
H
O
M
E
B
L
D
G
.
PROPOSED APARTMENT BLDG.
PROPOSED APARTMENT BLDG.
PROPOSED APARTMENT BLDG.
PROPOSED APARTMENT BLDG.
PROPOSED
APARTMENT
BLDG.
PR
O
P
O
S
E
D
T
O
W
N
H
O
M
E
B
L
D
G
.
STORMWATER POND B:
FREEBOARD: 4876.56
TOP OF STORAGE: 4875.56
BOTTOM OF STORAGE:4873.56
REQ'D STORAGE: 7,375 CF
PROVIDED STORAGE: 6,818 CF
STORMWATER POND A:
FREEBOARD: 4877.00
TOP OF STORAGE: 4876.00
BOTTOM OF STORAGE: 4873.66
REQ'D STORAGE: 19,263 CF
PROVIDED STORAGE: 20,661 CF
5
5
5
5
REQUIRED STORAGE FOR WATERSHED C
REQUIRED STORAGE FOR WATERSHED A
REQUIRED STORAGE FOR WATERSHED B
C501
DETAILS
DESIGNING OUR FUTURE
MA
R
K
:
DA
T
E
:
DE
S
C
R
I
P
T
I
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N
:
CA
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4
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PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
5
C501
ADA RAMP
NOT TO SCALE
7
C501
24" CATCH CURB & GUTTER
NOT TO SCALE
4
C501
4' CONCRETE WATERWAY
NOT TO SCALE
10
C501
PARALLEL ADA RAMP
NOT TO SCALE
11
C501
UTILITY TRENCHING
NOT TO SCALE
13
C501
TRASH ENCLOSURE
NOT TO SCALE
1
C501
STANDARD DUTY ASPHALT
NOT TO SCALE
PROPERLY PREPARED SUBGRADE.
INSTALL 6 INCHES OF
GRANULAR BORROW
INSTALL 4 INCHES OF
UNTREATED BASE COURSE
INSTALL 3-INCH HOT MIX ASPHALT,
PER APWA REQUIREMENTS
*PAVEMENT SHALL CONFORM TO THE GEOTECHNICAL REPORT
PREPARRED BY A CMT TECHNICAL SERVICES ON JULY 14, 2022.
2
C501
HEAVY DUTY ASPHALT
NOT TO SCALE
PROPERLY PREPARED SUBGRADE.
INSTALL 6 INCHES OF
GRANULAR BORROW
INSTALL 6 INCHES OF
UNTREATED BASE COURSE
INSTALL 6.5" PORTLAND
CEMENT CONCRETE
INSTALL 6" UNTREATED BASE COURSE
PROPERLY PREPARED SUBGRADE
8
C501
CONCRETE DRIVEWAY
NOT TO SCALE
6
C501
24" SPILL CURB & GUTTER
NOT TO SCALE
*PAVEMENT SHALL CONFORM TO THE GEOTECHNICAL REPORT
PREPARRED BY A CMT TECHNICAL SERVICES ON JULY 14, 2022.
*PAVEMENT SHALL CONFORM TO THE GEOTECHNICAL REPORT
PREPARRED BY A CMT TECHNICAL SERVICES ON JULY 14, 2022.
INSTALL 3.5-INCH HOT MIX ASPHALT,
PER APWA REQUIREMENTS
9
C501
CONCRETE SIDEWALK
NOT TO SCALE
12
C501
DRIVEWAY APPROACH
NOT TO SCALE
3
C501
30" ITD CATCH CURB & GUTTER
NOT TO SCALE
C502
DETAILS
DESIGNING OUR FUTURE
MA
R
K
:
DA
T
E
:
DE
S
C
R
I
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N
:
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3
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2
1
3
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3
7
6
2
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6
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,
I
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,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
1
C502
1" CULINARY WATER METER
NOT TO SCALE
2
C502
2" CULINARY WATER SERVICE
NOT TO SCALE
3
C502
3' X 3' STORM DRAIN BOX
NOT TO SCALE
VARIES
NOTE:
1. CATCH BASINS AND GRATE SHALL MEET ASTM C858
WITH AASHTO HS-20 LOADING.
2. OPENINGS MAY BE LOCATED AS REQUIRED.
3. CATCH BASIN SHALL BE PRECAST OR CAST IN PLACE
OF 3,000 PSI CONCRETE.
CATCHBASIN
24" KNOCKOUTS
TYP. ALL 4 SIDES
RISER
VARIES VARIES
VARIES
VARIES AS
REQ'D TO
MEET GRADE
VARIES
2'-11"
+ RISER HT.
5
C502
FIRE HYDRANT ASSEMBLY
NOT TO SCALE
6
C502
SEWER MANHOLE
NOT TO SCALE
7
C502
SEWER SERVICE
NOT TO SCALE
FINISHED GRADE
PIPE RUN FITTING
WYE
45° ELBOW
BRASS PLUG UD TO BE FLUSH
WITH FINISHED SURFACE
8
C502
SEWER CLEANOUT
NOT TO SCALE
ASPHALT WHERE
REQUIRED
PIT RUN
COMPACTED TO
AASHTO T-99
NOTE:
1. THE ASPHALT AROUND THE
TOP OF THE VALVE BOX SHALL
BE PARALLEL WITH THE ROAD
SURFACE.
WATER
9
C502
GATE VALVE
NOT TO SCALE
STORM WATER PIPE.
4
C502
GRAVEL SUMP
NOT TO SCALE
1.5" WASHED GRAVEL.
MIN VOID = 40%
6'Ø PERFORATED MANHOLE
WITH OPEN BOTTOM
BOTTOM OF SUMP TO BE LINED
WITH A PERMEABLE FILTER FABRIC
TOP & ALL SIDES OF THE
GRAVEL SUMP TO BE LINED
PERMEABLE WITH FILTER
FABRIC.
6"
4.0'4.0'
WRAP ALL SIDES OF MANHOLE
WITH A PERMEABLE FILTER FABRIC
8.0'
6" MIN. UNTREATED
BASE COURSE
TO 96% MODIFIED
PROCTOR
NATIVE UNDISTURBED
SOIL
12"
12"
(TYP)
4" MIN EVENLY
DISTRIBUTE RIDE OVER
ENTIRE STAIR CASE. 7"
MAX STEP HEIGHT.
6" MIN. UNTREATED
BASE COURSE
TO 96% MODIFIED
PROCTOR
CONCRETE
FLATWORK
PER DETAIL 9/C501
8"
6" MIN. UNTREATED
BASE COURSE
TO 96% MODIFIED
PROCTOR
NATIVE UNDISTURBED
SOIL
12" MIN.
12"
12"
12" MIN.
BENT REBAR
(SEE DETAIL B)
BENT REBAR - A BENT REBAR - B
12" MIN.
12" MIN.
#5 REBAR
AT 8" ON
CENTER E.W.
3' MIN 5'
PROVIDE (2) #5
REBAR
(LONGITUDINAL)
BENT REBAR
(SEE DETAIL A)
8" MIN
12" MIN
3" MIN. COVER
(TYP.)
PRE-FORMED
EXPANSION
BAND
4" RADIUS
4" RADIUS
4" RADIUS
4" RADIUS
CONCRETE FLATWORK
PER DETAIL 9/C501
C503
DETAILS
DESIGNING OUR FUTURE
MA
R
K
:
DA
T
E
:
DE
S
C
R
I
P
T
I
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N
:
CA
C
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V
A
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L
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Y
|
P
:
4
3
5
.
2
1
3
.
3
7
6
2
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8
0
1
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2
1
6
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3
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9
2
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1
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8
7
4
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1
4
3
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P:
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2
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2
4
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2
4
-
1
1
2
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V
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\
C
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l
\
A
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C
A
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\
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2
4
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1
1
2
D
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S
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V
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11
1
4
N
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T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
,
8
3
4
4
0
PROJECT #: 24-112
DRAWN BY: K. BINGHAM
PROJECT MANAGER: J. DAY
ISSUED:10/30/2024
10/30/2024
P-21731
1
C503
2' x 3' CATCH BASIN
NOT TO SCALE
2
C503
THRUST BLOCK
NOT TO SCALE
3
C503
WATER VALVE BOX
NOT TO SCALE
4
C503
12" YARD DRAIN
NOT TO SCALE
5
C503
CONCRETE STAIRS
NOT TO SCALE
6
C503
RAISED CURB
NOT TO SCALE
7
C503
STREET LIGHTS
NOT TO SCALE
8
C503
YELLOWSTONE HIGHWAY RIGHT-OF-WAY CROSS-SECTION
SCALE: 1" = 5'
ASPHALT PAVEMENT. MATCH EXISTING DEPTH.
AGGREGATE BASE. MATCH EXISTING DEPTH.
GRANULAR BURROW. MATCH EXISTING DEPTH.
MIN 2.0% SLOPE
2.0% SLOPEMIN 2.0% SLOPEMIN 2.0% SLOPE
ROW CENTERLINE
107.0' ROW
2.5'10.0' ASPHALT TRAIL 18.5' LANDSCAPING 5.0' SHOULDER 12.0' TRAVEL LANE 14.0' LEFT TURN LANE 12.0' TRAVEL LANE 14.5' RIGHT TURN LANE
2.5'
C&G
(3/C501)
7.5' LANDSCAPING
6.0' CONCRETE
SIDEWALK
(9/C501)
2.5'
2.0% SLOPE
EXISTING FENCE LINE
PROPERTY LINE~23.0' PROPOSED ASPHALT IMPROVEMENTSMATCH EXISTING
Geotextile fabric required under
granular borrow.