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TOWN OF JACKSON DEPARTMENT PLANNING & BUILDING TRANSMITTAL (Town of Jackson, Wyoming)

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TOWN OF JACKSON
PLANNING & BUILDING
DEPARTMENT
TRANSMITTAL MEMO
Town of Jackson
Public Works/Engineering
Building
Title Company
Town Attorney
Police
Joint Town/County
Parks and Recreation
Pathways
Housing Department
Teton County
Planning Division
Engineer
Surveyor- Nelson
Assessor
Clerk and Recorder
Road and Levee
State of Wyoming
Teton Conservation
WYDOT
TC School District #1
Game and Fish
DEQ
Federal Agencies
Army Corp of Engineers
Utility Providers
Qwest
Lower Valley Energy
Bresnan Communications
Special Districts
START
Jackson Hole Fire/EMS
Irrigation Company
Date: January 8, 2021
Item #: P21-006
REQUESTS:
The applicant is submitting a request for a Grading Pre-
Application for the property located at 440 W. Kelly Ave. , legally
known as LOT 4, BLK. 6. KARNS 4
TH
ADDITION.
For questions, please call Brian Lenz at 307-733-0440 x1410, or
email to the address shown to the left. Thank you.
Planner: Tyler Valentine
Phone: 733-0440 ext. 1305
Fax: 734-3563
Email: tvalentine@jacksonwy.gov
Owner/Applicant:
Farmer Payne Architects – Ryan Walters
PO Box 381
Jackson. WY 83001
Please respond by:
RESPONSE: For Departments not using Trak-it, please send responses via email to:
tstolte@jacksonwy.gov
PRE-APPLICATION CONFERENCE REQUEST (PAP)
Planning & Building Department
150 E Pearl Ave.
P.O. Box 1687
Jackson, WY 83001
phone (307)733-0440
www.townofjackson.com
For Office Use Only
Application #
APPLICABILITY. This application should be used when applying for a Pre-application Conference. The purpose of the pre-
application conference is to identify the standards and procedures of these LDRs that would apply to a potential application prior
to preparation of the final proposal and to identify the submittal requirements for the application.
For additional information go to www.townofjackson.com/204/Pre-Application
PIDN:
Phone:
ZIP:
Phone:
ZIP:
PROJECT.
Name/Descripti
on:
Physical Address:
Lot, Subdivision:
PROPERTY OWNER.
Name:
Mailing Address:
E-mail:
APPLICANT/AGENT.
Name, Agency:
Mailing Address:
E-mail:
PAP Request 1 of 3 Effective 1/16/2020
Time & Date Received
Please note: Applications received after 3 PM will be process the next business day.
DESIGNATED PRIMARY CONTACT.
Property Owner Applicant/Agent
440 W KELLY
440 KELLY AVE JACKSON WY
LOT 4, BLK. 6, KARNS 4TH ADDITION
22-41-16-33-1-69-001
TOWN OF JACKSON
Ryan Walters/Farmer Payne Architects
307 264 0080
83001
PO Box 381 Jackson, WY
ryan@farmerpaynearchitects.com
X
ENVIRONMENTAL PROFESSIONAL. For EA pre-application conferences, a qualified environmental consultant is required to attend
the pre-
application conference. Please see Subsection 8.2.2.C, Professional Preparation, of the Land Development Regulations, for
more information on this requirement. P
lease provide contact information for the Environmental Consultant if different from
Agent.
Name, Agency:
Phone:
Mailing Address:
ZIP:
E-mail:
TYPES OF PRE-APPLICATION NEEDED. Check all that apply; see Section 8.1.2 of the LDRs for a description of review process
types.
Physical Development Permit
Use Permit
Development Option or Subdivision Permit
Interpretations of the LDRs
Amendments to the LDRs
Relief from the LDRs
Environmental Analysis
This pre-application conference is:
Required
Optional
For an Environmental Analysis
For grading
SUBMITTAL REQUIREMENTS. Please ensure all submittal requirements are included. The Planning Department will not hold
or process incomplete applications. Provide one electronic copy (tstolte@jacksonwy.gov).
Have you attached the following?
Application Fee. Go to www.townofjackson.com/204/Pre-Application.com for the fees.
Notarized Letter of Authorization. A notarized letter of consent from the landowner is required if the applicant is not
the owner, or if an agent is applying on behalf of the landowner. Please see the Letter of Authorization template at
www.townofjackson.com/DocumentCenter/View/102/Town-Fee-Schedule-PDF.
Narrative Project Description. Please attach a short narrative description of the project that addresses:
Existing property conditions (buildings, uses, natural resources, etc)
Character and magnitude of proposed physical development or use
Intended development options or subdivision proposal (if applicable)
Proposed amendments to the LDRs (if applicable)
Conceptual Site Plan. For pre-
application conferences for physical development, use or development option permits, a
conceptual site plan is required. For pre-
application conferences for interpretations of the LDRs, amendments to the
LDRs, or relief from the LDRs, a site plan m
ay or may not be necessary. Contact the Planning Department for assistance. If
required, please attach a conceptual site plan that depicts:
Property boundaries
Existing and proposed physical development and the location of any uses not requiring physical
development
Proposed parcel or lot lines (if applicable)
Locations of any natural resources, access, utilities, etc that may be discussed during the pre-application
conference
Grading Information (REQUIRED ONLY FOR GRADING PRE-APPS). Please include a site survey with topography at 2-foot
contour intervals and indicate any areas with slopes greater than 25% (or 30% if in the NC Zoning District), as well as
proposed finished grade. If any areas of steep slopes are man-made, please identify these areas on the site plan.
Other Pertinent Information. Attach any additional information that may help Staff in preparing for the pre-app or
identifying possible key issues.
PAP Request 2 of 3 Effective 1/16/2020
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Under penalty of perjury, I hereby certify that I have read this application and state that, to the best of my knowledge, all
information submitted in this request is true and correct. I agree to comply with all county and state laws relating to the subject
matter of this application, and hereby authorize representatives of Teton County to enter upon the above-mentioned property
during normal business hours, after making a reasonable effort to contact the owner/applicant prior to entering.
Signature of Owner or Authorized Applicant/Agent
Date
Name Printed
Title
PAP Request 3 of 3 Effective 1/16/2020
Ryan Walters
12.7.20
Project Manager
CLISSOLD STREET
SANITARY
MAN HOLE
RIM=6211.23
INV=6201.62
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
E
E
E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
E
6205.58
GRAVEL
6206.03
6206.69
6206.92
6207.41
6208.23
6208.37
6208.87
6209.14
LIP OF GUTTER
6205.00
6205.17
6206.81
6207.72
6208.06
6208.61
6205.17 TBC HI
CONCRETE
6205.79 TBC HI
6206.08 TBC HI
6206.60 TBC HI
6207.82 TBC HI
6208.23 TBC HI
LIP OF GUTTER
C/L ROAD
6204.88 TBC LO
6205.01 TBC LO
6205.47 TBC LO
6205.62 TBC LO
6206.27 TBC LO
6207.47 TBC LO
6207.73 TBC LO
6207.86 TBC LO
6208.84 TBC
6208.68 TBC
6207.11 TBC
6206.16 TBC
WEST KELLY (60' WIDTH)
UTILITY POLE
TRANSFORMER
UTILITY POLE
UTILITY
POLE
N 01°00'16" E 100.18'
S 89°14'58" E 75.00'
S 89°14'58" E 75.00'
75.00'
75.00'
S 01°03'14" W 100.09'
150.00' (R-1)
N 01°00'16" E 100.13'
S 89°14'58" E 150.02' (M)
S 89°19'47" E 130.81'
10.00'
S 89°14'58" E 150.00'
N 01°00'16" E 100.16'
10.00'
75.00'
75.00'
S 89°13'57" E 150.00'
S 89°13'57" E 150.11'
10' PUBLIC ALLEY
10.00
LOTS 3 & 4
BLOCK 6
KARNS 4TH
90.18'
90.13'
ASPHALT
SINGLE-STORY
WOOD FRAMED
DECK
GARAGE
6205.35
6207.54
6207.43
6207.27
6206.61
6207.23
6207.61
6208.03
6207.72
6208.02
6208.27
6208.43
6208.30
6208.40
6208.12
6208.40
6208.86
6208.75
6208.77
6208.80
6209.19
6209.10
6209.15
6208.96
6208.66
6208.44
6208.30
6207.43
6207.70
6207.96
6207.07
6208.05
6207.32
6208.02
6204.79
6206.16
6207.92
6207.58
6207.95
6207.75
6207.53
6208.84
6208.65
6207.50
6206.71
6206.49
6206.41
6205.96
6207.33
6206.95
6207.41
6208.60
6208.37
6207.91
6208.55
6208.83
6207.67
6206.65
6206.45
6206.36
6206.55
6208.07
0.311 ac±
LOT 5
BLOCK 6
KARNS 4TH
LOT 7
BLOCK 6
KARNS 4TH
LOT 8
BLOCK 6
KARNS 4TH
LOTS 1 & 2
BLOCK 6
KARNS 4TH
E
E
E
BOUNDARY LINE
ADJOINING BOUNDARY LINE
RECORD EASEMENT - AS NOTED
ROAD EASEMENT- AS NOTED
FENCE LINE
X X X
OVERHEAD POWER LINE
UNDERGROUND POWER LINE
UNDERGROUND GAS
UNDERGROUND TELECOMMUNICATIONS
UNDERGROUND WATER
SEPTIC - SEWER LINE & TANK
EDGE OF GRAVEL
EDGE OF ASPHALT
EDGE OF CONCRETE
EDGE OF WATER
FLOW LINE
CULVERT
SURFACE RUNOFF FLOW DIRECTION
G
E
LEGEND
CHISELED "X" FOUND THIS SURVEY
5/8" X 24" REBAR WITH CAP MARKED "PLS 10821" TO BE SET THIS SURVEY
5/8" REBAR - WITH CAP INSCRIBED "PLS6447" FOUND THIS SURVEY
5/8" REBAR - FOUND THIS SURVEY
IRON PIPE FOUND THIS SURVEY
CALCULATED POINT - NOT SET
SPOT ELEVATION AS NOTED
SANITARY MAN HOLE
UTILITY POLE
ELECTRIC METER
WATER VALVE
GAS METER
CONIFEROUS TREE (SCALED TO APPROXIMATE DRIPLINE)
BIRCH TREE OR GROUP (SCALED TO APPROXIMATE DRIPLINE)
CRAB APPLE TREE (SCALED TO APPROXIMATE DRIPLINE)
E E
LINETYPES (NOT ALL IN LEGEND EXIST IN SURVEY)
6208.60
C1
1"=20'
TOWN OF JACKSON, WY
440 W KELLY CONDOS
LOT 3&4 BLK 6 KARNS ADDN
440 W KELLY AVENUE
SCG-TP-1
SCG-TP-3
SCG-TP-2
SCG-TP-4
LOT LINE TO BE
VACATED
0 20 40
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
GENERAL NOTES:
1. EXISTING CONDITIONS SURVEY PROVIDED BY BADGER AERIAL MAPPING &
SURVEYING, 8/7/020
2. RECORD DOCUMENTS FROM THE OFFICE OF THE CLERK TETON COUNTY WYOMING
2.1. INSTRUMENT No. 0969864 T-59D PLAT No. 143 FOURTH KARNS ADDITION
3. TOPOGRAPHIC FEATURES AS SHOWN WERE LOCATED DURING A FIELD SURVEY
CONDUCTED ON JULY 16, 2020 AND MAY NOT REFLECT CHANGES AFTER THAT
DATE.
4. THE DEPICTION OF THE SINGLE STORY RESIDENCE WAS TAKEN FROM THE TETON
COUNTY ASSESSORS OFFICE AND DOES NOT REPRESENT ACTUAL
ARCHITECTURAL DIMENSIONS. THE STRUCTURE IS SCHEDULED TO BE
DEMOLISHED.
5. THE BASIS OF BEARING IS GRID NORTH, WYOMING WEST STATE PLANE NAD83
BASED ON A GPS RTK SURVEY UTILIZING THE SMART NET SYSTEM. VERTICAL
DATUM IS NAVD88.
6. PARCELS CONTAIN 0.311 ACRES+/- AND IS IDENTIFIED PER TETON COUNTY
WYOMING TAX RECORDS AS PARCEL NUMBERS 22-41-16-33-1-69-001 &
22-41-16-33-1-69-002.
7. SITE DATA:
7.1. GROSS SITE AREA = 0.311 AC
7.2. PRIMARY BUILDING SETBACKS:
7.2.1. STREET: 20-FT
7.2.2. SIDE INTERIOR: 10-FT
7.2.3. REAR: 20-FT
7.3. FLOOR AREA PER NEIGHBORHOOD HIGH DENSITY 1 (NH-1) ZONE:
7.3.1. MAX ALLOWED FLOOR AREA: REF LDR SECTION 7.8.4
7.4. SITE DEVELOPMENT:
7.4.1. MAX ALLOWED SITE DEVELOPMENT: 0.21 & 70% OF FRONT
1
3
LOT
8. REFER TO GEOTECHNICAL ENGINEERING REPORT FROM SCG, DATED 8/12/20 FOR
EXISTING SUBSURFACE CONDITIONS, FOUNDATION DESIGN CRITERIA AND
CONSTRUCTION RECOMMENDATIONS. TEST PIT LOCATIONS ARE SHOWN ON THIS
SHEET.
EXISTING GAS TO BE
ABANDONED AT MAIN
(IN LAWN NORTH SIDE
OF STREET)
APPROX
LOCATION OF 8"
WATERMAIN
EXIST WATER
SERVICE
ABANDONED AT MAIN
EXIST SEWER
SERVICE
ABANDONED AT MAIN
EXISTING
EVERGREEN TO
REMAIN
EXISTING
EVERGREEN TO
REMAIN
6206
6207
6208
6208
6207
6208
6207
6206
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
UGP
UGP
UGP
104°
C2
1"=10'
TOWN OF JACKSON, WY
440 W KELLY CONDOS
LOT 3&4 BLK 6 KARNS ADDN
440 W KELLY AVENUE
NEW UG POWER
~50-LF
0 10 20
10.0' SETBACK
20.0' SETBACK
20.0' SETBACK
EXIST POWER
POLE & OH UTILS
TO REMAIN
TIE NEW SANITARY
SEWER SERVICE
INTO MAIN W/NEW
MANHOLE
5.0'
CONC
SIDEWALK
(TYP)
NEW 6"
SANITARY
SEWER SERVICE
~45-LF
LANDSCAPED LAWN
W KELLY AVE
LANDSCAPED LAWN
LANDSCAPED LAWN
EXIST 8" WATER
MAIN ~ 4-FT FROM
LIP OF CURB
EXIST C&G
TO REMAIN
REPLACE ~ 28-LF EXIST
C&G W/NEW PED RAMP
PER TOJ STD DET
ST-110 & ST-112 TYPE 2
REPLACE ~ 24-LF EXIST
C&G W/NEW DRIVEWAY
APRON PER TOJ STD DET
ST-110 & ST-113
20.0' DRIVE AISLE
NEW 4" WATER
SERVICE ~85-LF DIP
INSTALL TAPPING
SADDLE & VALVE
REPLACE ~ 32-LF EXIST
C&G W/NEW PED RAMP
PER TOJ STD DET ST-110
& ST-112 TYPE 2
RAISED PLANTER BOX
CONC PATIO
RAISED PLANTER BOX
CONC PATIO
LANDSCAPED LAWN
LANDSCAPED LAWN
LANDSCAPED LAWN
STORAGE
MECH ROOM
GROUND FLOOR UNIT
GARBAGE AREA
GROUND LEVEL
PARKING AREA
5,915-SQFT ASPHALT
LANDSCAPED LAWN
LANDSCAPED LAWN
LANDSCAPED LAWN
LANDSCAPED LAWN
GENERAL PROJECT NOTES:
1. THE PROJECT WORK SHALL CONFORM TO THE SPECIFICATIONS DEFINED WITHIN THESE
DRAWINGS ALONG WITH WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS (WPWSS) AND
FEDERAL REGULATIONS.
2. CONTRACTOR WILL COMPLY WITH ALL STATE AND FEDERAL REGULATIONS, INCLUDING BUT NOT
LIMITED TO THE OCCUPATIONAL SAFETY AND HEALTH ACT REQUIREMENTS.
3. CONTRACTOR IS TO KEEP CURRENT STAMPED PLANS AND TOWN OF JACKSON GRADING &
EROSION CONTROL PERMIT ON JOBSITE AT ALL TIMES.
4. ALL WORK PERFORMED IS SUBJECT TO INSPECTION BY ENGINEER TO ENSURE COMPLIANCE
WITH THE PROJECT SPECIFICATIONS AND THESE CONSTRUCTION DRAWINGS.
5. SUMMIT CONSULTING GROUP IS NOT RESPONSIBLE FOR WORK COMPLETED WITHOUT THE
SUPERVISION OF THE PROJECT ENGINEER OR AUTHORIZED AGENT.
6. SUMMIT CONSULTING GROUP IS NOT RESPONSIBLE FOR WORK NOT SPECIFIED IN THESE
CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS.
7. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ANY EXISTING PUBLIC AND
PRIVATE UTILITIES. EXISTING UTILITIES HAVE BEEN LOCATED ON THE PLANS USING THE BEST
AVAILABLE INFORMATION AND THROUGH FIELD SURVEY. CALL 811 FOR LOCATES.
8. THE CONTRACTOR IS RESPONSIBLE FOR THE CONFINEMENT OF THE WORK TO THE LIMITS
SHOWN ON THE DRAWINGS. ANY ADJACENT AREAS THAT ARE DISTURBED WILL BE RESTORED
TO THE ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER OR GOVERNING BODY.
9. THE CONTRACTOR IS RESPONSIBLE FOR RESETTING ALL LAND MONUMENTS DISRUPTED BY
CONSTRUCTION ACTIVITIES OR BY NEGLIGENCE ON THE PART OF CONTRACTOR.
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES
OR CONFLICTS DISCOVERED WITHIN THE DRAWINGS AND SPECIFICATIONS PRIOR TO
COMMENCEMENT OF THE WORK SHOWN. REVISIONS OR CORRECTIONS TO THE DRAWINGS MUST
BE ACCEPTED AND APPROVED BY THE ENGINEER IN WRITING BEFORE THE AFFECTED WORK IS
STARTED. FIELD CHANGES MADE WITHOUT WRITTEN CONSENT FROM THE ENGINEER WILL BE
SUBJECT TO REJECTION AND REPLACEMENT IN ACCORDANCE TO THESE GENERAL
SPECIFICATIONS.
11. REFER TO ARCHITECTURAL PLANS AND DETAILS BY FARMERPAYNE ARCHITECTS.
12. FINAL LANDSCAPE, PARKING AND IRRIGATION PLAN BY OTHERS.
13. CERTIFICATE OF PLACEMENT REQUIRED FOR ALL STRUCTURES.
14. CONTRACTOR SHALL PREVENT TRACKING OF DIRT/MUD ONTO THE STREET.
15. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY SCG, 8/13/2020.
16. INSTALL CONSTRUCTION FENCING AROUND PERIMETER OF PROPERTY WITH ACCESS GATE(S) IN
ACCORDANCE WITH APPROVED CONSTRUCTION MANAGEMENT PLAN.
17. REFER TO CONSTRUCTION MANAGEMENT PLAN (BY OTHERS) FOR THE LOCATIONS OF MATERIAL
AND EQUIPMENT STORAGE AND SOIL STOCKPILE LOCATIONS.
18. CONTRACTOR TO SUBMIT A CONSTRUCTION-STAGING NARRATIVE TO TOJ ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK.
19. PROPOSED SITE DEVELOMENT: ~8,360-SQFT (= LSR~ 0.38 > 0.21)
20. SCHEDULE OF LAND DISTURBING ACTIVTIES:
20.1. DEMO EXISTING STRUCTURES AND OTHER FEATURES: APRIL 2021
20.2. EXCAVATE BUILDING FOUNDATION: APRIL 2021
20.3. BUILD CONDO BUILDING AND INSTALL UTILITIES: APRIL 2021 - APRIL 2022
20.4. FINAL SITE LANDSCAPING AND STABILIZATION: APRIL - JUNE 2022
INSTALL ~ 1020-SQFT
NEW CONCRETE
SIDEWALKS
PER TOJ STD DET
ST-127
INSTALL ~
1020-SQFT NEW
CONCRETE
SIDEWALKS
PER TOJ STD
DET ST-127
10.0' SETBACK
NEW ELEC METER
LOCATIONS
NEW FIRE DEPT
CONNECTION
10.0' SETBACK
~6'
BUFFER
(TYP)
20.0' SETBACK
20.0' SETBACK
ROOF LINE
OVERHEAD
UNCOVERED
PARKING
GROUND FLOOR UNIT
ROOM
SNOW STORAGE
AREA + 25-SQFT
PROPERTY &
STREET ROW LINE
10.0' ESMT
BALCONY ABOVE
BALCONY ABOVE
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
UGP
UGP
UGP
104°
C3
1"=10'
TOWN OF JACKSON, WY
440 W KELLY CONDOS
LOT 3&4 BLK 6 KARNS ADDN
440 W KELLY AVENUE
NEW UG POWER
~50-LF
0 10 20
EXIST POWER
POLE & OH UTILS
TO REMAIN
TIE NEW SANITARY SEWER SERVICE
INTO EXIST MAIN W/
NEW 4' DIA MH PER TOJ STD DET SS-101
RIM~6204.75
INV~6196.60 (E)
INV~6196.80 (N)
CHANNEL PER TOJ STD DET SS-107
5.0'
CONC
SIDEWALK
(TYP)
NEW SANITARY SEWER
SERVICE 6" SDR 35
~45-LF @ 8.9%
SERVICE TRENCH TO
FOLLOW TOJ STD DET
SS-100
W KELLY AVE
EXIST 8" WATER
MAIN ~ 4-FT FROM
LIP OF CURB
EXIST C&G
TO REMAIN
20.0' DRIVE AISLE
APPROX LOCATION OF EXIST WATER
SERVICE. ABANDON AT MAIN, THEN
INSTALL NEW 4" TAPPING SLEEVE AND
VALVE FOR NEW 4" WATER SERVICE PER
TOJ STD DETAIL W-118
WATER MAIN AND SERVICE TRENCH TO
FOLLOW TOJ STD DET W-100
REPLACE ~
32-LF EXIST
C&G W/NEW
PED RAMP
RAISED PLANTER BOX
CONC PATIO
RAISED PLANTER BOX
CONC PATIO
LANDSCAPED LAWN
STORAGE ROOM
MECH ROOM
GROUND FLOOR UNIT
GARBAGE AREA
GROUND LEVEL
PARKING AREA
5,915-SQFT ASPHALT
UTILITIY NOTES:
1. THE WATER AND SEWER UTILITY WORK SHALL COMPLY WITH APPLICABLE TOJ UTILITY
STANDARDS.
TOWN OF JACKSON UTILITY STANDARDS ARE AVAILABLE AT:
https://www.jacksonwy.gov/DocumentCenter/View/82/Construction-Standards-PDF?bidId=
1.1. TRENCHING:
1.1.1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY AND EXISTING ASPHALT SHALL
CONFORM TO APPLICABLE TOJ SPECIFICATIONS AND STANDARD DETAILS SUCH
AS ST-118.
1.2. WATER SERVICE:
1.1.1. EXISTING WATER SERVICE MUST BE REMOVED AND CAPPED AT THE MAIN AT
TIME OF SITE DEMOLITION AND DURING INSTALL OF NEW SERVICE.
1.1.2. PROPOSED SERVICES TO EACH UNIT AS SHOWN ON MEP PLANS
1.1.3. ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE TOJ
SPECIFICATIONS AND STANDARD DETAILS SUCH AS W-100, W-106, W-110, W-111,
& W-118.
1.1.4. INSTALL BACKFLOW PREVENTION DEVICES OF DOMESTIC, FIRE AND IRRIGATION
SERVICES PER DETAIL PROVIDED BY MEP.
1.1.5. REFER TO MEP FOR WATER ENTRY AND METER DETAILS
1.2. SANITARY SEWER SERVICE:
1.2.1. EXISTING SEWER SERVICE MUST HAVE VIDEO EVIDENCE OF LOCATION ALONG
EXISTING MAIN TO VERIFY LOCATION. EXISTING SERVICE TO BE ABANDONED AT
MAIN AT TIME OF SITE DEMOLITION. THIS LOCATION CAN BE USED FOR NEW
SERVICE MANHOLE TIE-IN POINT, WHICH SHOULD OCCUR AT TIME OF SERVICE
ABANDONMENT. MANHOLE LOCATION IS APPROXIMATELY SHOWN ON THIS PLAN.
1.2.2. SHALL BE 6-INCH DIAMETER SDR35 PIPE AND FITTINGS
1.2.3. ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE TOJ
SPECIFICATIONS AND STANDARD DETAILS SUCH AS SS-100, SS-101, & SS-114.
5. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
6. CONTRACTOR TO OBTAIN PERMIT FROM THE TOWN OF JACKSON PRIOR TO
COMMENCEMENT OF WORK WITHIN THE PUBLIC RIGHT-OF-WAY OR UTILITY EASEMENT.
https://www.jacksonwy.gov/DocumentCenter/View/156/Public-Right-of-Way-Permit-PDF
7. INSTALL COMMUNICATION UTILITIES IN JOINT TRENCH WITH POWER PER PROVIDER
INSTRUCTIONS.
NEW ELEC METER
& DISCONNECT
LOCATIONS
NEW FIRE DEPT
CONNECTION
PATCH ASPHALT
PER TOJ STD DET
ST-118
~18-LF @ 4"
DIP
4" 45° @ PROPERTY
LINE W/THRUST
BLOCK PER TOJ STD
DET W-111
~20-LF @ 4" DIP
7' MIN BURY
INSTALL DOMESTIC & FIRE
RISERS AND WATER METER
REF MEP FOR SERVICE
ENTRY & METER DETAILS
4" HDPE BUTT
FUSED 90° UP
W/THRUST
BLOCK PER TOJ
STD DET W-111
TRANSITION FROM 4" DIP TO
4" HDPE AT TEE
EXIST SANITARY
SEWER MAIN
8" @ ~1.53%
APPROX LOC OF EXIST SANITARY
SERVICE TO BE REMOVED AT SEWER
MAIN CONTRACTOR TO CONFIRM
LOCATION OF EXIST MAIN PRIOR TO
CONSTRUCTION
NEW SANITARY
SEWER SERVICE
INV @ 90° ~ 6200.80
10.0' ESMT
SANITARY SEWER
SERVICE CLEAN-OUTS
PER TOJ STD DET SS-114
W/CONC COLLAR @ CAPS
4" 90° FOR FIRE
SERVICE
4" G.V. FOR DOMESTIC
SERVICE
~ 43-LF @ 4" HDPE.
DOMESTIC SERVICE
~ 45-LF @ 4" HDPE.
FIRE SERVICE
NEW ELEC
TRANSFORMER
~6'
BUFFER
(TYP)
PROPERTY &
STREET ROW
LINE
~6'
BUFFER
(TYP)
100'-0"
100'-0"
100'-0"
100'-0"
99'-6"
Ramp @ 1:12 max
Ramp @ 1:12 max
99'-6"
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
UGP
UGP
UGP
104°
C4
1"=10'
TOWN OF JACKSON, WY
440 W KELLY CONDOS
LOT 3&4 BLK 6 KARNS ADDN
440 W KELLY AVENUE
NEW UG POWER
~50-LF
0 10 20
9.9' SETBACK
5.79
~2%
6206
10.1' SETBACK
20.2' SETBACK
20.1' SETBACK
EXIST POWER
POLE & OH UTILS
TO REMAIN
TIE NEW SANITARY
SEWER SERVICE
INTO MAIN W/NEW
MANHOLE
5.0'
CONC
SIDEWALK
(TYP)
NEW 6"
SANITARY
SEWER SERVICE
~45-LF
TEMP STOCKPILE AREA
W KELLY AVE
LANDSCAPED LAWN
TEMP STOCKPILE AREA
EXIST C&G
TO REMAIN
REPLACE ~
28-LF EXIST
C&G W/NEW
PED RAMP
REPLACE ~
24-LF EXIST
C&G W/NEW
DRIVEWAY
APRON
20.0' DRIVE AISLE
REPLACE ~
32-LF EXIST
C&G W/NEW
PED RAMP
RAISED PLANTER BOX
CONC PATIO
RAISED PLANTER BOX
CONC PATIO
TEMP STOCKPILE AREA
TEMP STOCKPILE AREA
STORAGE ROOM
MECH ROOM
GROUND FLOOR UNIT
GARBAGE AREA
GROUND LEVEL
PARKING AREA
5,915-SQFT ASPHALT
LANDSCAPED LAWN
LANDSCAPED LAWN
LANDSCAPED LAWN
LANDSCAPED LAWN
INSTALL ~
1020-SQFT NEW
CONCRETE
SIDEWALKS
INSTALL ~
1020-SQFT NEW
CONCRETE
SIDEWALKS
MATCH
TBC
6206
6.60
TBC
5.65
FL
6.15
6.65
FL
6.85
TBC
MATCH
7.70
TBC
7.85
TBC
MATCH
6208.68
TBC
6.16
TBC
7.15
6208.06
6207.72
6206.81
6207
6208
6208
6207
6206.65
6207.67
6205.35
6204.79
6206.16
6208.77
6.40
6.05
8.00
7.50
7.60
7.60
7.25
7.80
7.30
FL
7.90
6.25
8.90
8.00
8.00
8.50
8.50
8.50
8.50
8.00
8.50
8.50
8.50
8.50
~3.75%
~2%
~2%
LANDSCAPE
WALL ~ 2-FT
TALL (PRECAST
CONCRETE
BLOCK 5'X2'X2')
~6.0
~6.0
ELEVATION NOTES
1. FINISHED FLOOR BLDG = 100'-0" 6208.50'
2. FINISHED FLOOR GARAGE = 99'-6” 6208.00'
(NORTH EDGE, THEN SLOPE 1% TO SOUTH EDGE)
SILT FENCE DETAIL
X
X
X
X
X
X
X
X
X
SF
X
SF
SF
SF
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
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
SF
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
X
X
X
X
X
X X
X
X
X
X X X
X
X
X
ROOF
DOWNSPOUT
(TYP)
ROOF
DOWNSPOUT
(TYP)
8.50
GENERAL NOTES:
1. REFER TO GEOTECHNICAL INVESTIGATION REPORT BY SCG, 8/13/2020, FOR EARTHWORK RELATED
RECOMMENDATIONS AND SPECIFICATIONS.
2. INSTALL CONSTRUCTION FENCING AROUND PERIMETER OF PROPERTY WITH ACCESS GATE(S) IN ACCORDANCE
WITH APPROVED CONSTRUCTION MANAGEMENT PLAN.
3. EROSION CONTROL MEASURE TO INCLUDE PERIMETER SILT FENCE OR STRAW WADDLES . SILT FENCE/STRAW
WADDLES, NOT SHOWN FOR CLARITY, SHALL ENCOMPASS ENTIRE PERIMETER OF LIMITS OF DISTURBANCE.
CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF SILT FENCE AND THE TIMELY REMOVAL OF SEDIMENTS AND
MATERIAL THAT MAY TRANSPORT BEYOND THE LIMITS OF DISTURBANCE. CONTRACTOR TO CONDUCT AND
DOCUMENT MONITORING AND INSPECTIONS IN ACCORDANCE WITH THE GENERAL PERMIT.
4. REFER TO CONSTRUCTION MANAGEMENT PLAN (BY OTHERS) FOR THE LOCATIONS OF MATERIAL AND
EQUIPMENT STORAGE AND SOIL STOCKPILE LOCATIONS. CONSTRUCTION EQUIPMENT PARKING AREAS AND
TEMPORARY TOPSOIL/DIRT STOCKPILE AREAS WILL VARY WITHIN THE LIMITS OF DISTURBANCE (PROPERTY
BOUNDARIES) AND BASED UPON PHASED CONSTRUCTION SCHEDULE AND SEQUENCING. IN ALL CASES,
MATERIAL WILL EITHER BE REMOVED FROM THE SITE OR THE STOCKPILE LOCATIONS WILL BE WITHIN THE
PROPERTY.
5. AREA OF DISTURBANCE WITHIN PROPERTY BOUNDARY = 0.31-ACRE
6. CONCRETE WASHOUT IN AREAS WITHIN THE PROPERTY BOUNDARY, RECOMMENDED WITHIN PARKING AREA,
WHERE DISCHARGE DOES NOT REACH PUBLIC RIGHT-OF-WAY AND STORM SEWER SYSTEMS.
7. CONTRACTOR SHALL MEET WYDEQ NPDES REQUIREMENTS FOR SMALL CONSTRUCTION ACTIVITIES.
8. SCG MUST INSPECT AND CERTIFY FINAL GRADING CONFIGURATION PRIOR TO FINAL TOJ INSPECTION.
RECLAMATION SPECIFICATIONS:
1. MINIMAL SITE GRADING PROPOSED DUE TO RELATIVELY FLAT LOT.
2. ALL DISTURBED AREAS WILL BE LANDSCAPED WITH SOD, TREES, SHRUBS AND IRRRIGATED.
3. SURFACE PREPARATION
3.1. TOPSOIL SHALL BE UNIFORMLY SPREAD ON PREPARED SURFACES PRIOR TO SOD PLACEMENT. HARD
PACKED OR CAKED TOPSOIL SHALL BE SCARIFIED PRIOR TO PLACEMENT.
4. FINAL SURFACE STABILIZATION
4.1. STORMWATER SHEET RUNOFF DETENTION STABILIZATION AND SOIL PROTECTION WILL BE PROVIDED BY
SOD.
4.2. INSTALL PERMANENT IRRIGATION SYSTEMS TO MAINTAIN GROWTH.
5. WEED & PEST MANAGEMENT STRATEGIES
5.1. CONTRACTOR TO COMPLY WITH THESE LAND DEVELOPMENT REGULATIONS:
5.1.1. WYOMING SEED LAW
5.1.2. WYOMING NURSERY STOCK LAW
5.1.3. INVASIVE SPECIES MANAGEMENT
5.2. PRE-CONSTRUCTION PLAN (BY CONTRACTOR):
5.2.1. CONTACT TETON COUNTY WEED & PEST TO PREPARE AN INVASIVE SPECIES MANAGEMENT PLAN.
5.2.2. IF CONSTRUCTION BEGINS PRIOR TO THE GROWING SEASON, KNOWN INFESTATIONS WILL BE
ADDRESSED UNDER THE ACTIVE CONSTRUCTION PHASE.
5.2.3. IF CONSTRUCTION BEGINS DURING THE GROWING SEASON, TREAT ALL KNOWN INFESTATIONS AT
LEAST TWO WEEKS PRIOR TO CONSTRUCTION.
5.3. ACTIVE CONSTRUCTION:
5.3.1. CLEAN ALL CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE SITE TO PREVENT INTRODUCING
INVASIVE SPECIES.
5.3.2. KEEP ALL AREAS OUTSIDE OF THE CONSTRUCTION ZONE UNDER ACTIVE MANAGEMENT.
5.3.3. ROUTINELY CHECK AND TREAT SOIL STOCKPILES FOR INVASIVE SPECIES.
5.3.4. MINIMIZE DISTURBANCE OF AREAS INFESTED WITH INVASIVE SPECIES AS POSSIBLE.
5.4. POST-CONSTRUCTION:
5.4.1. CONDUCT REVEGETATION IMMEDIATELY AFTER CONSTRUCTION IS COMPLETE TO PREVENT INVASIVE
SPECIES FROM ESTABLISHING IN DISTURBED AREAS.
5.4.2. USE DEALERS LICENSED BY THE WYOMING DEPARTMENT OF AGRICULTURE AND CERTIFIED WEED FREE
SEEDS AND PLANTING MATERIALS.
5.4.3. CERTIFIED WEED FREE STRAW, GRAVEL, AND SOIL ARE RECOMMENDED.
5.4.4. SCHEDULE A POST-CONSTRUCTION INVASIVE SPECIES INVENTORY WITH TCWP
1%
1%
7.50
7.50
7.50
7.50
1%
7.40
7.60
7.20
4%
4%
7.20
1%
1%
STORM
DETENTION
& SNOW
STORAGE
BASIN
6206
6207
6206
6206
5.50
6206
6207
6207
6207
6208
6208
6208
6208
ROOF
DOWNSPOUT
(TYP)
STORM
DETENTION
BASIN
6.0
6206
6207
~2%
~2%
ROOF LINE
OVERHEAD
L.P.
L.P.
L.P.
L.P.
10.0' ESMT
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
X
X
X
X
X X X X X X
X X X X X X X
X X X
X X
X
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
E
X
E
E
E
E
E
E
E
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
WS
104°
C5
1"=10'
TOWN OF JACKSON, WY
440 W KELLY CONDOS
LOT 3&4 BLK 6 KARNS ADDN
440 W KELLY AVENUE
0 10 20
EXIST POWER
POLE & OH UTILS
TO REMAIN
TIE NEW SANITARY SEWER SERVICE
INTO EXIST MAIN W/
NEW 4' DIA MH PER TOJ STD DET SS-101
RIM~6204.75
INV~6196.60 (E)
INV~6196.80 (N)
CHANNEL PER TOJ STD DET SS-107
NEW SANITARY SEWER
SERVICE 6" SDR 35
STUB OUT @ 8.9% &
TEMP CAP AT TIME OF
DEMO AND REMOVAL
OF EXIST SERVICE LINE
W KELLY AVE
EXIST 8" WATER
MAIN ~ 4-FT FROM
LIP OF CURB
EXIST C&G TO REMAIN
WHERE SHOWN ON
PROPOSED SITE PLAN
APPROX LOCATION OF EXIST WATER
SERVICE. ABANDON AT MAIN, THEN
INSTALL NEW 4" TAPPING SLEEVE AND
VALVE FOR NEW 4" WATER SERVICE PER
TOJ STD DETAIL W-118
WATER MAIN AND SERVICE TRENCH TO
FOLLOW TOJ STD DET W-100
DEMOLITION NOTES:
1. COMMENCEMENT OF ACTUAL, PHYSICAL DEMOLITION WORK CANNOT OCCUR UNTIL A
TOJ DEMOLITION PERMIT HAS BEEN APPROVED. A PERMIT IS REQUIRED FOR EACH
PROPERTY - 440 AND 430 W KELLY AVE.
2. A BOND FOR THE COST TO ABANDONMENT THE WATER AND SEWER SERVICES MAY BE
REQUIRED BY TOJ, WHICH WOULD BE DUE A TIME OF PERMIT ISSUANCE.
3. TRENCHING:
3.1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY AND EXISTING ASPHALT SHALL
CONFORM TO APPLICABLE TOJ SPECIFICATIONS AND STANDARD DETAILS SUCH AS
ST-118.
4. WATER SERVICE:
4.1. EXISTING WATER SERVICE MUST BE REMOVED AND CAPPED AT THE MAIN AT TIME
OF SITE DEMOLITION AND DURING INSTALL OF NEW SERVICE.
4.2. ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE TOJ SPECIFICATIONS
AND STANDARD DETAILS SUCH AS W-100, W-106, W-111, & W-118.
4.3. REFER TO MEP FOR WATER ENTRY AND METER DETAILS
5. SANITARY SEWER SERVICE:
5.1. EXISTING SEWER SERVICE MUST HAVE VIDEO EVIDENCE OF LOCATION ALONG
EXISTING MAIN TO VERIFY LOCATION. EXISTING SERVICE TO BE ABANDONED AT
MAIN AT TIME OF SITE DEMOLITION. THIS LOCATION CAN BE USED FOR NEW
SERVICE MANHOLE TIE-IN POINT, WHICH SHOULD OCCUR AT TIME OF SERVICE
ABANDONMENT. MANHOLE LOCATION IS APPROXIMATELY SHOWN ON THIS PLAN.
5.2. SHALL BE 6-INCH DIAMETER SDR35 PIPE AND FITTINGS
5.3. ALL WORK AND MATERIALS SHALL CONFORM TO APPLICABLE TOJ SPECIFICATIONS
AND STANDARD DETAILS SUCH AS SS-100 & SS-101.
6. CONTRACTOR TO VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT
OF CONSTRUCTION.
7. DEMOLITION ACTIVITIES TO OCCUR SPRING 2021 OR EARLIER IF COORDINATED WITH
TOJ.
8. ASBESTOS MATERIAL MAY BE PRESENT WITHIN THE EXISTING STRUCTURES. REFER TO
ASBESTOS TESTING AND REMOVAL REPORTS PRIOR TO DEMOLITION WORK AND THAT
HAVE BEEN INCLUDED WITH THE PERMIT.
PATCH ASPHALT
PER TOJ STD DET
ST-118
~18-LF @ 4"
DIP
4" 45° @ PROPERTY
LINE W/THRUST
BLOCK PER TOJ STD
DET W-111
EXTEND ~10-LF @ 4" DIP
7' MIN BURY AND TEMP
CAP AT TIME OF DEMO
AND REMOVAL OF EXIST
SERVICE LINE
INSTALL DOMESTIC & FIRE
RISERS AND WATER METER
REF MEP FOR SERVICE
ENTRY & METER DETAILS
EXIST SANITARY
SEWER MAIN
8" @ ~1.53%
APPROX LOC OF EXIST SANITARY
SERVICE TO BE REMOVED AT SEWER
MAIN. CONTRACTOR TO CONFIRM
LOCATION OF EXIST MAIN PRIOR TO
CONSTRUCTION
10.0' ESMT
~ 45-LF @ 4" HDPE.
FIRE SERVICE
REMOVE EXIST
ELEC METER &
OVERHEAD
UTILITIES BACK
TO POLE
PROPERTY &
STREET ROW
LINE
REMOVE EXISTING
WOOD FENCE
EXIST SANITARY
SEWER SERVICE
ABANDONED
IN-PLACE
REMOVE EXISTING
WOOD FENCE
REMOVE EXISTING
TREES (TYP)
EXISTING HOUSE
TO BE REMOVED
EXISTING
GARAGE TO BE
REMOVED
EXISTING HOUSE
TO BE REMOVED
EXISTING DECKS
TO BE REMOVED
EXISTING
PROPERTY LINE
BETWEEN 440 &
430 W KELLY
AVE TO BE
ABANDONED
EXISTING EVERGREEN
TREE TO REMAIN
EXISTING
ASPHALT
DRIVEWAY TO
REMAIN DURING
DEMO WORK AS
CONSTRUCTION
ENTRANCE
INSTALL PERIMETER
CONSTRUCTION FENCE AT
ALL PROPERTY
BOUNDARIES (NOT SHOWN
FOR CLARITY) WITH
ACCESS GATE AT EXIST
DRIVEWAY
EXISTING EVERGREEN
TREE TO REMAIN
EXISTING TREE
TO BE REMOVED
REMOVE EXISTING
WOOD FENCE
REMOVE EXISTING
WALKWAY
REMOVE EXISTING
WALKWAY & DECK
EXISTING WOOD FENCE
TO REMAIN
EXISTING GAS TO BE
ABANDONED AT MAIN
(IN LAWN NORTH SIDE
OF STREET)
440 W KELLY AVE
430 W KELLY AVE
EXIST WATER
SERVICE
ABANDONED
IN-PLACE
REMOVE AND
SAVE METER
EXISTING GAS METER
TO BE REMOVED, PIPE
TO BE ABANDONED IN
PLACE
REMOVE EXIST WATER
SERVICE CURB STOP
VALVE
EXIST CURB TO BE
REPLACE AT TIME OF
NEW CONSTRUCTION
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TOWN OF JACKSON DEPARTMENT PLANNING & BUILDING TRANSMITTAL (Town of Jackson, Wyoming)

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Completed 21 September 2021

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