Cypress Springhill Project - Mt. Shasta, California
←
→
Page content transcription
If your browser does not render page correctly, please read the page content below
Cypress Springhill Project
Scheduled for Review February 16, 2021 Planning Commission
Summary:
The City of Mt. Shasta received an Architectural Design Application from JAM Group
Management, LLC. for a new cannabis cultivation, manufacturing, and distribution facility on a 4.9
acre vacant parcel (APN 057-771-030) in the northwestern corner of City Limits. The project
site is located on the westside of Springhill Road across from Black Butte Transfer Station and
directly east of Interstate 5. The proposed project is 1,440 square feet in building size and would
occupy 0.75 acres with a 6 space parking lot and landscaped areas. The facility will be used as a
cannabis cultivation, manufacturing, and distribution facility with 3 employees and will not use
hazardous materials.
Project Description:
The proposed project is for a 1,1440 square foot cannabis cultivation, manufacturing, and
distribution facility with supporting parking and landscaped areas. The proposed development is
relatively limited in size and scale compared with adjacent developments. The proposed project
includes a small building, water storage tank, paved entrance, parking lot and underground water
and wastewater infrastructure to serve the new building. Existing vegetation is limited due to
previous uses. Minor grading will occur for building construction and for site landscaping
purposes, estimated at less than 0.75 acres of ground disturbance. The remainder of the site will
remain as existing.
The project is not within 500 feet of City water or wastewater service; therefore, the project is
not required to extend the wastewater mainline or connect to City services. The project will
install onsite treatment of wastewater and install a well for water service. Siskiyou County will
be the permitting agency for the onsite wastewater processing and well installation with the City
Public Works Department. The project will also not result in the expansion of the main electrical
service.
The main hours of operation are 9:00 a.m. - 5:30 p.m. every day of the week. Management may
be on-site other than standard business hours. The facility would house 3 full time employees.
The facility would not store or use hazardous materials that would not require
a hazardous materials plan, hazardous material reporting or hazardous waste generator
requirements.
The project site is zoned Employment Center (EC) which is intended to replace the conventional
"industrial" zoning districts used in older zoning regulations. Businesses permitted within EC do
not rely on regular customer traffic and produces products or services for export outside of the
City. The proposed use is considered a use by right in EC zoning.
Project Location:The Project is located within the City of Mt. Shasta on the west side of Springhill Road, generally east of Interstate 5 (I-5), south/southeast of Black Butte Transfer Station, and north/northeast of Blue Star Gas Facility in Section 6, Township 40 North, Range 4 West of the U.S. Geological Survey (USGS) City of Mount Shasta quadrangle. Latitude: 41° 20' 52.7" N; Longitude: 122° 20' 42.4" W. Assessor’s Parcel Number: 057-771-030
JOINT UTILITY TRENCH
SOUTHERN OREGON READY MIX, LLC & STRUCTURES,
PER UTILITY
021-071-320 (E) SWING
TOP 5 FEET REMOVED
FUTURE PEDESTRIAN
FROM (E) BERM
386.40' GATE TOP ELEV. = 3877' + - PATH ALIGNMENT
N88° 53' 46.92"W FROM ROW TO BLDG,
3860' PER SITE NOTE 4
'
65 L=
38 R= 25
11 4 . 7 E (N) COMMERCIAL
MSS DEVELOPMENT, LLC
60 8
3870' 3870'
.0
0
PAD MOUNT
DRIVEWAY
ENCROACHMENT
057-771-020
3865' TRANSFORMER, 550 LF OF PRIMARY UTILITY
PER UTILITY 3870'
TRENCH FROM TRANSFER
3870'
STATION ENTRANCE VAULT
5' (E) CURB &
6
38 GUTTER
387 36'
OWTS, SEE SITE NOTE 9 5' STEEL SWING
GATE W/ LOCK (E) EDGE OF
3880' E PAVEMENT
40.0'
3875' SP
STORM WATER SCREENED 5,000 GAL FIRE SUPPRESSION RIN
WATER STORAGE TANK, PER FIRE CHIEF
W G HIL
RETENTION POND,
BLACK BUTTE SIZING TBD PLUMB TO WELL & STANDPIPE W/ FDC L RO
TRANSFER AD
STATION BLDG 24'
HVAC
WELL & FIRE DEPT
CONNECTION (FDC)
NEW PRODUCTION
48" MIN. CONC. WALK
FACILITY, SAD
TO COVERED BLDG
FF=3871' + -
ENTRANCE, SAD
N68 159.9
'
3875
° 00 2
' 00 '
.13
PROJECT GRADE & LANDSCAPE
DEMO (E) GATE, FILL
"W
PAVED DRIVEWAY & (E) BERM
LOCATION PARKING LOT (E) ENTRANCE
38 TOP ELEV. = 3877' + -
65
'
XERISCAPING W/ ROCK &
NATIVE PLANTS, PER OWNER
'
70
38
'
75
38
'
SOUZA READY MIX 80
38
38
65
38
'
60
ADMIN BLDG & SCALES
38
'
'
85
55
38
'
'
90
38
MSS DEVELOPMENT, LLC
057-771-030
BLUE STAR
L= 75
R
3
4.9 AC
8 00
=
38
GAS BLDG
7. .
65
57
'
00
38
60
'
3895'
N0° 16' 16.00"E
3890'
347.58'
3885'
'
80
VICINITY & ADJACENT DEVELOPMENT MAP 38
NTS B 38
75
'
38
65
'
LEGEND GENERAL NOTES:
1. EXISTING TOPOGRAPHY & MAPPING IS PROVIDED BY BRIAN CHRISTENSEN LAND SURVEYING BASED
PROPERTY BOUNDARY ON A CLOSE RANGE UAS PHOTOGRAMMETRIC FIELD SURVEY
2. HORIZONTAL AND VERTICAL DATUM WITH LOCAL CONTROL PROVIDED AS FOLLOWS:
EDGE OF ROAD/PAVEMENT 2.1. NAD83 (20110), EPOCH 2010 CA STATE PLANE ZONE 1, US SURVEY FEET
2.2. NAVD88 (GEOID 12B), US SURVEY FEET
GRAVEL ROAD 3. THIS SITE PLAN IS DIAGRAMMATIC IN NATURE AND IS FOR REFERENCE PURPOSES ONLY. PARCEL
INFORMATION SHOWN DOES NOT REPRESENT A SURVEY MAP.
WATER LINE
SITE NOTES:
J:\Clients\200 - The Cypress Group\03 - Spring Hill Phase 1\04 - Civil\dwg\SpringHillPH1_Civil.dwg, 11/11/2020 10:41:59 AM
STATE OF CALIFORNIA
0'
387
SANITARY SEWER 1. PARCEL ZONING IS EC - EMPLOYMENT CENTER
2. 6 PARKING STALLS ARE PROPOSED BASED ON THE PEAK EMPLOYEE SHIFT, INCLUDING ONE
OVERHEAD POWER ACCESSIBLE STALL, SUBJECT TO APPROVAL BY THE PLANNING DIRECTOR PER MSMC 15.44. DIVISION OF HIGHWAYS
3. LANDSCAPING AND XERISCAPING, INCLUDING DROUGHT TOLERANT NATIVE PLANTINGS, TO BE
UNDERGROUND POWER PROVIDED AROUND THE BUILDING AND ON EARTHEN BERMS. WEED FREE NATIVE GRASSES SHALL BE 036-010-410
USED TO STABILIZE DISTURBED SURFACES FOLLOWING CONSTRUCTION.
OVERHEAD TELECOM
4. CURB, GUTTER & SIDEWALK IMPROVEMENTS ALONG SPRING HILL DRIVE AND PEDESTRIAN AMENITIES
FENCE X FROM THE PUBLIC RIGHT OF WAY TO THE BUILDING ARE DEFERRED BECAUSE THE FACILITY IS NOT 0'
OPEN TO THE PUBLIC AND THERE ARE NO OTHER FACILITIES OPEN TO THE PUBLIC PAST THE 387
DRAINAGE FLOW TRANSFER STATION. FUTURE PEDESTRIAN AMENITIES MAY INCLUDE AN ACCESSIBLE CURB RAMP &
INTERSTATE 5 S89° 13' 02.00"E
CONCRETE SIDEWALK FROM THE COMMERCIAL DRIVEWAY APRON TO THE BUILDING, SUBJECT TO
CONTOUR MAJOR EDGE OF PAVEMENT 163.38'
FUTURE CITY SIDEWALK LOCATION(S) AND FINAL DESIGN REQUIREMENTS APPROVED BY THE CITY.
5. AN ACCESSIBLE ROUTE IS PROVIDED FROM ALL ACCESSIBLE PARKING STALLS TO THE BUILDING.
CONTOUR MINOR
N0° 16' 16.00"E
6. A HYDROLOGIC ANALYSIS AND STORM WATER DETENTION CALCULATIONS WILL BE PROVIDED FOR
THE PROJECT IN CONJUNCTION WITH THE CEQA EVALUATION. STORM WATER DETENTION/RETENTION
UTILITY POLE W/ GUY
57.45'
WILL BE PROVIDED AS AN ABOVE GRADE POND, AS SHOWN ON THE SITE PLAN.
STREET LIGHT 7. ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) IS SUBJECT TO SITE AND PROJECT EVALUATION
BY SISKIYOU COUNTY ENVIRONMENTAL HEALTH DEPARTMENT. OWTS LEACH LINES ARE INSTALLED
POWER VAULT E BELOW GRADE AND THE GROUND SURFACE ABOVE WILL BE RESTORED TO ORIGINAL GRADE WITH
DEVELOPMENT RESTRICTIONS. TORREY FAMILY PROPERTIES, LLC
8. FIRE SUPPRESSION WATER STORAGE TANK TO BE POLYETHYLENE PLASTIC MATERIAL. PROPOSED
SIZING TO BE APPROVED BY THE MT. SHASTA CITY FIRE OFFICIAL. 057-771-380
N 1 inch = 30 feet
9.
10.
TRASH RECEPTACLES WILL BE STORED INSIDE THE BUILDING.
EXTERIOR SITE LIGHTING WILL BE WALL MOUNTED AND PROVIDED AT THE ENTRANCE AND PARKING
STALLS. SITE LIGHTING WILL PROVIDE THE MINIMUM ILLUMINATION REQUIRED, WILL BE HIGH
SITE PLAN
Contour Interval = 5 foot
11.
EFFICACY AND WILL BE DIRECTED DOWNWARD.
1,500 FT² SNOW STORAGE AREA IS PROVIDED AT 25% OF AND OUTSIDE OF THE PAVED PARKING AREA 1" = 30' A
©Rendering of Approach From
Spring Hill Road
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
November 10, 2020 Mt Shasta, CA 96067Front Elevation
Left Elevation
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
Mt Shasta, CA 96067Rear Elevation
Right Elevation
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
Mt Shasta, CA 96067Front Elevation Rendering
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
Mt Shasta, CA 96067Left Side Elevation Rendering
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
Mt Shasta, CA 96067Right Side Elevation Rendering
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
Mt Shasta, CA 96067Rear Elevation Rendering
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
Mt Shasta, CA 96067Main Body Paint: Trim Paint: Accent Paint:
Benjamin Moore 509 Cypress Green Benjamin Moore 1493 Morning Dew Benjamin Moore 1484 Ashwood Moss
Fiber Cement Lap Siding: Stone Veneer: Architectural Shingle Roofing:
James Hardie HardiePlank Coronado Stone, Old Country Ledge. Owens Corning, Oakridge.
Select Cedarmill or Equal Color: Chablis Color: Driftwood
with 7" Exposure. Grout Joint: Drystacked Fire Class A
Colors & Materials
Note: Colors shown are
approximate due to
printing limitations.
Production Facility
The Cypress Group, Inc. 508 Chestnut St, Suite 3
Mt Shasta, CA 96067You can also read