ATTACHMENT A PROJECT DESCRIPTION Sample Clauses

ATTACHMENT A PROJECT DESCRIPTION. Project Description: Request to establish a commercial cannabis mixed-light cultivation and nursery operation, including 6 greenhouses to be utilized for cultivation, 12 greenhouses to be utilized for nursery production, and an existing agricultural storage building for office, storage, distribution, and processing activities in the A-2-20 (General Agriculture) zoning district. ATTACHMENT B LEGAL DESCRIPTION Real property in the County of Stanislaus, State of California, described as follows: Lot 430 of the Patterson Colony Sub-Tract No. 2 as per map filed January 9, 1911 in Vol. 5 of Maps, Page 23, Stanislaus County Records. Attachment B, Page 1 0000 XXXXXX XXX PATTERSON, CA 95363 Parcel No. (APN): 000-000-000 Land Use Cat.: RESIDENTIAL Land Use Desc.: MISCELLANEOUS RESIDENTIAL Lot Area: 1,084,208.00 sqft (24.89 ACRES) ATTACHMENT C LEGEND LOT PROPERTY LINE NEIGHBOR LOT BOUNDARIES ROAD DRIVEWAY FENCE EXISTING STRUCTURE NEW STRUCTURE VICINITY MAP PREPARED BY: XXXXX XXXXX 0000 XXXXXX XXX, XXXXXXXXX, XX 00000 PARCEL #:000-000-000 AREA:855,518.00 sqft (19.64 acres) 58 EXISTING SEPTIC FIELD PROPERTY LINE S30° 54' 54"E 20.00' 1295.54 FT 18.00' GATE ENTER/EXIT 18' WIDTH FENCE ACCESS ROAD 15.00' 73.50' 80.50' 5.50' 20.00' 33.50' 59.00' WATER RETENTION PONDS 99.00' 15.00' 30.00' 150.00' AGRICULTURAL BUFFER 76.50' WATER RETENTION PONDS FENCE 96.00' 30.00' CULTIVATION 4 DRIVEWAY 30.00' FENCE 39.00' 96.00' CULTIVATION 2 CULTIVATION 3 36.50' 12.00' 7.00' ENTER/EXIT ACCESS ROAD 0000 XXXXXX XXX PATTERSON, CA 95363 Parcel No. (APN): 000-000-000 Land Use Cat.: RESIDENTIAL Land Use Desc.: MISCELLANEOUS RESIDENTIAL Lot Area: 12,615,412 sqft (289.61 ACRES) 25.50' ENTER/EXIT ENTER/EXIT 96.00' 45.00' ENTER/EXIT 21.50' 30.00' CULTIVATION 7 47.50' 50.00' ENTER/EXIT ENTER/EXIT 96.00' 19.00' 27.00' ENTER/EXIT 0000 XXXXXX XXX PATTERSON, CA 95363 Parcel No. (APN): 000-000-000 Land Use Cat.: RESIDENTIAL Land Use Desc.: MISCELLANEOUS RESIDENTIAL Lot Area: 1,002,316 sqft (23.01 ACRES) DRIVEWAY 54.00' 20.50' 30.00' 46.50' ENTER/EXIT ENTER/EXIT 96.00' CULTIVATION 5 96.00' CULTIVATION 6 96.00' 6.50' 30.00' 16.00' 6.50' 30.00' ENTER/EXIT 96.00' 30.00' 17.00' 30.00' NURSERY 8 PROPERTY LINE 50.00' ENTER/EXIT CULTIVATION 1 (EXISTING BARN) 65.00' BATHROOM DRIVEWAY FENCE UNPAVED DRIVEWAY 50.00' 96.00' GATE ENTER/EXIT 22.00' 46.00' 48.00' ENTER/EXIT NURSERY 6 NURSERY 7 660.28 FT S59° 05' 06"W NO CANNABIS PROPERTY LINE N59° 05' 06"E 660.28 FT 36.50' ENTER/EXIT ENTER/EXIT 70.00' ENTER/EXIT 17.00' E...
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ATTACHMENT A PROJECT DESCRIPTION. Project Description: Request to operate a mixed-light commercial cannabis cultivation, nursery, and distribution business, including 12 greenhouses to be utilized for cultivation, 12 greenhouses to be utilized for nursery production, and multiple existing accessory storage buildings for office, storage, distribution, and processing activities in two phases in the A-2-40 (General Agriculture) zoning district. ATTACHMENT B LEGAL DESCRIPTION Real property in the County of Stanislaus, State of California, described as follows: Parcel 2 as shown and delineated on that certain Parcel Map thereof filed for record November 24, 1976 in Book 23 of parcel maps, at page 98, Stanislaus County Records. Excepting therefrom the mobile home located on said land. ATTACHMENT C 61 Attachment C, Page 1 Attachment C, Page 2 62 63 Attachment C, Page 3 64 Attachment C, Page 4 ATTACHMENT D OPERATING CONDITIONS
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ATTACHMENT A PROJECT DESCRIPTION. Attachment A.
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ATTACHMENT A PROJECT DESCRIPTION. Project Description: To operate a mixed-light commercial cannabis cultivation business, including 12 greenhouses to be utilized for cultivation, 8 greenhouses to be utilized for nursery production, and an existing agricultural storage building and two accessory storage buildings for office, storage, and processing activities in the A-2-20 (General Agriculture) zoning district.
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Related to ATTACHMENT A PROJECT DESCRIPTION

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  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout NFSR Road No. Lane Width & Maintenance Level Mile Marker Begin End 9312 Single Lane / Level 1 NFSR 300 0.00 END 0.40

  • Site Description 2.5.1 If reasonably requested by the A/E as necessary for the Project, the Owner shall furnish a legal description and a certified land survey of the Site, giving, as applicable, grades and lines of streets, alleys, pavements and adjoining property; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the Site; locations, dimensions, and complete data pertaining to existing buildings, other improvements, and trees; and full information concerning available service and utility lines, both public and private, above and below grade, including inverts and depths.

  • SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.

  • System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.

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  • Property Description A document prepared as an exhibit for the conveyance of a property interest, reflecting a boundary survey, signed and sealed by a Registered Professional Land Surveyor (RPLS), attached to an acquisition deed as Exhibit A, and consists of the following two (2) parts:

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