preapplication...community development department planning division p.o. box 8 bridgeport, ca 93517...
TRANSCRIPT
P.O. Box 347
Mammoth Lakes, CA 93546
(760) 924-1800, fax 924-1801
Mono County
Community Development Department
Planning Division P.O. Box 8
Bridgeport, CA 93517
(760) 932-5425, fax 932-5431
www.monocounty.ca.gov
PREAPPLICATION REVIEW REQUEST
DATE DATE RECEIVED BY CDD
PROJECT NAME
ANTICIPATED PERMIT OR APPLICATION: General Plan Amendment Specific Plan
Conditional Use Permit Director Review Other
REPRESENTATIVE
ADDRESS CITY/STATE/ZIP
TELEPHONE ( ) FAX ( )
E-MAIL ASSESSOR PARCEL #
REVIEW REQUEST: A preapplication review by the Mono County Land Development Technical
Advisory Committee (LDTAC) is requested for the following project. Briefly describe below the
type of project, units, square footage, etc. Please attach expanded narrative if available.
PLEASE PROVIDE: Maps, drawings, illustrations and narrative that may be useful for staff
review.
Planning / Building / Code Compliance / Environmental / Collaborative Planning Team (CPT)
Local Agency Formation Commission (LAFCO) / Local Transportation Commission (LTC) / Regional Planning Advisory Committees (RPACs) Revised August 2008
Twin Lakes Campground
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TWIN LAKES CAMPGROUND TITLE SHEET
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11950 TWIN LAKES ROAD BRIDGEPORT, CA T 3N, R 24E, SEC 5 APN 010300002000
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VICINITY MAP
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NTS
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DRAWN BY:
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AA-CAMPGRND-TS1
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AA
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N.T.S.
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N/A
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TITLE SHEET GENERAL NOTES SITE PLAN GRADING, LANDSCAPE & SWPPP PLAN PROFILE "DW" 10+00 to 18+00 PROFILE "DW" 18+00 to 26+00 PROFILE "DW" 26+00 to 29+20 PROFILE "LP" 50+00 to 66+00 PROFILE "LP" 66+00 TO 67+20 SITE PROFILES L-1 thru L-6 SITE PROFILES L-7 thru L-12 SITE PROFILES D-1 thru D-6
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1
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PROJECT LOCATION
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ALLEN ANNETT 1527 GLENWOOD DRIVE GARDNERVILLE, NV 89460
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MAY 11, 2020
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TWIN LAKES CAMPGROUND GENERAL NOTES & DETAILS
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2
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AA-CAMPGRND-TS1
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AA
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N.T.S.
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N/A
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TYPICAL ROAD SECTION
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NTS
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DESIGN LINE
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2%
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DAYLIGHT TO EXISTING GROUND SLOPE PER PLANS
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GENERAL 1. Contractor shall perform project activities in conformance with Mono County ordinances and standards and the Contractor shall perform project activities in conformance with Mono County ordinances and standards and the conditions of approval of applicable grading and encroachment permits issued by the Mono County Department of Public Works. All work in the Mono County Right-of-Way shall be subject to an encroachment permit from the Mono County Department of Public Works. 2. All work shall conform to these plans, specifications, Mono County Standards (1981 Edition), and the “Standard All work shall conform to these plans, specifications, Mono County Standards (1981 Edition), and the “Standard Standard Specifications” (2018 Edition) issued by the California Department of Transportation (Caltrans). In the event of a (2018 Edition) issued by the California Department of Transportation (Caltrans). In the event of a conflict between the preceding documents, the most stringent shall prevail. 3. Contractor shall conduct all grading operations in conformance with the Construction Safety Orders of the State of Contractor shall conduct all grading operations in conformance with the Construction Safety Orders of the State of California, Department of Industrial Relations, Division of Industrial Safety. Contractor shall comply with all requirements of general OSHA Standards for the protection of workmen and the general public. 4. Contractor shall call USA Alert at (800) 642-2444 at least 48 hours prior to starting work. Utilities shown on these Contractor shall call USA Alert at (800) 642-2444 at least 48 hours prior to starting work. Utilities shown on these plans are located based on available records and field measurements. It is the Contractor's responsibility to verify the exact location and depth of all utilities prior to construction. 5. Any evidence of the historical presence of man found during construction shall be brought to the attention of the Any evidence of the historical presence of man found during construction shall be brought to the attention of the Mono County Community Development Department and all construction activities shall cease until authorized by that Department. 6. Contractor shall contact the Mono County Department of Public Works at (760) 932-5440 to arrange a Contractor shall contact the Mono County Department of Public Works at (760) 932-5440 to arrange a pre-construction meeting at the project site at least seven days prior to commencing site activities. Mono County Department of Public Works P.O. Box 457 Bridgeport, California 93517 (760) 932-5440 7. To request service or inspection, Contractor shall notify the following companies or agencies at least 48 hours in To request service or inspection, Contractor shall notify the following companies or agencies at least 48 hours in advance: Construction Staking:TO BE DETERMINED TO BE DETERMINED Soils: TO BE DETERMINED TO BE DETERMINED Testing: TO BE DETERMINED TO BE DETERMINED Inspection: TO BE DETERMINED TO BE DETERMINED TO BE DETERMINED 8. Construction activities shall be limited to the hours of 7:00 am to 8:00 pm Monday through Saturday (no operations Construction activities shall be limited to the hours of 7:00 am to 8:00 pm Monday through Saturday (no operations allowed on Sundays). Contractor shall keep noise levels of construction equipment to a minimum, using sound muffling devices in accordance with prevailing requirements. Site preparation and construction shall be conducted so as to minimize excessive noise, dust, debris and disturbance to neighbors within 500 feet. 9. The limits of construction specified on these plans shall be carefully and fully flagged prior to start of construction in The limits of construction specified on these plans shall be carefully and fully flagged prior to start of construction in a manner to prevent damage to vegetation and disturbance to soils outside of the construction area. Site-disturbing activities shall be restricted to the identified boundaries of the project. 10. Restrictions on the movements of heavy equipment shall be accomplished through the establishment of designated Restrictions on the movements of heavy equipment shall be accomplished through the establishment of designated travel routes and barriers which prevent cutting, scarring and root damage to trees and shrubs not being removed. 11. Contractor shall be responsible for, and will bear the cost of, resetting any survey stakes or monuments destroyed by Contractor shall be responsible for, and will bear the cost of, resetting any survey stakes or monuments destroyed by his operations. GRADING 12. Areas to be graded shall be cleared of brush, vegetation, large boulders, and other deleterious materials. Waste Areas to be graded shall be cleared of brush, vegetation, large boulders, and other deleterious materials. Waste materials shall be disposed of by the contractor to a location approved and permitted to receive such material. 13. Topsoil removed during clearing activities shall be stockpiled within the approved limits of construction for Topsoil removed during clearing activities shall be stockpiled within the approved limits of construction for re-application to slopes and disturbed areas upon project completion. Stockpile location shall be in accordance with the approved Storm Water Pollution Prevention Plan (SWPPP), if applicable. 14. Surplus or waste material shall not be placed in drainage ways. Surplus or waste material shall not be placed in drainage ways. 15. Contractor shall take all necessary measures to control dust in construction areas and on site access roads. Water Contractor shall take all necessary measures to control dust in construction areas and on site access roads. Water shall be applied to disturbed surfaces at a sufficient frequency and quantity for dust control purposes. All exposed soil surfaces will be moistened as required to avoid nuisance conditions and inconveniences for local residents, businesses, and travelers of nearby roadways. 16. Cut and fill slopes shall not exceed a steepness of 2:1 unless otherwise noted on these plans and supported by a Cut and fill slopes shall not exceed a steepness of 2:1 unless otherwise noted on these plans and supported by a site-specific soils report or geotechnical investigation. 17. Finished grades in all areas shall be constructed in accordance with these plans. No areas shall be left such that a Finished grades in all areas shall be constructed in accordance with these plans. No areas shall be left such that a ponding condition occurs, unless otherwise specified. Mono County Department of Public Works P.O. Box 457 Bridgeport, California 93517 (760) 932-5440 EROSION CONTROL 18. Construction activities shall be performed in accordance with the approved Storm Water Pollution Prevention Plan Construction activities shall be performed in accordance with the approved Storm Water Pollution Prevention Plan (SWPPP) and/or Report of the Waste Discharge, as applicable. Stockpiled materials and equipment storage areas shall be located as specified in the approved report. Temporary erosion control facilities shall be in place prior to commencing any grading operations. Upon completion of construction, permanent erosion control facilities shall be placed as designed in the approved report. It is the responsibility of the contractor to maintain a copy of the SWPPP on site. 19. Construction activities shall cease by October 15 and the project shall be prepared for winter conditions at that time, Construction activities shall cease by October 15 and the project shall be prepared for winter conditions at that time, including stabilization of all exposed soil surfaces with adequate erosion control measures. 20. During construction, temporary erosion control measures such as berms, silt fences, fiber rolls, erosion control During construction, temporary erosion control measures such as berms, silt fences, fiber rolls, erosion control blankets, or other methods shall be installed as necessary to prevent discharge of earthen materials from the site during periods of precipitation or runoff. Similar measures shall be installed on or around any soil stockpile located adjacent to public roadways, residences, or businesses, in the vicinity of bodies of water, or when remaining on-site for an extended period. 21. Contractor shall take all such measures necessary to retain soil and sediment on-site and to prevent tracking of Contractor shall take all such measures necessary to retain soil and sediment on-site and to prevent tracking of mud and dirt onto public roadways. 22. All exposed soil surfaces to remain shall be stabilized and/or reseeded in accordance with an approved landscape plan All exposed soil surfaces to remain shall be stabilized and/or reseeded in accordance with an approved landscape plan or an approved Storm Water Pollution Prevention Plan (SWPPP), as applicable. In the event neither document is required by Mono County or the Lahontan Regional Water Quality Control Board, stockpiled topsoil shall be spread evenly to a minimum depth of 6 inches over slopes and disturbed areas and seeded to prevent erosion with the following mixture and application rates: Hard Fescue Grass 20 lb/acre Lupin 5 lb/acre Crested Wheat Grass 20 lb/acre Sagebrush 5 lb/acre Pubescent Wheat Grass 20 lb/acre 23. Seeded slopes shall be protected by installation of an erosion control blanket, “North American Green SC150,” or Seeded slopes shall be protected by installation of an erosion control blanket, “North American Green SC150,” or North American Green SC150,” or or approved equal, secured in accordance with manufacturer's recommendations. 24. At no time shall the contractor dewater the project site by pumping into bodies of water, storm drains, or a At no time shall the contractor dewater the project site by pumping into bodies of water, storm drains, or a subdrain system.
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NOTES
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DAYLIGHT TO EXISTING GROUND SLOPE PER PLANS
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EXISTING MATERIAL COMPACT TOP 12" TO 90% MDD
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FILL ON 5:1 OR GREATER EXISTING GROUND SHALL BE KEYED IN USING 8" LIFTS COMPACTED TO 90% MDD
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ALLEN ANNETT 1527 GLENWOOD DRIVE GARDNERVILLE, NV 89460
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MAY 11, 2020
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THE BASIS OF BEARING FOR THIS PROJECT IS THE MAP OF TWIN LAKES SUBDIVISION , SOUTH PORTION AS RECORDED IN BOOK 1 OF MAPS PAGE 47 BEING LOCATED IN A PORTION OF SECTION 5, TOWNSHIP 3 NORTH, RANGE 24 EAST. M.D.B.& M.
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BASIS OF BEARING
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PROPERTY LINE CENTER LINE CONTOUR (MAJOR) CONTOUR (MINOR) DAYLIGHT LINE SILT FENCE PROPOSED ROAD (EXISTING MATERIAL) ROCK DRIVEWAY TRACKING BMP TREE TREE REMOVAL
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LEGEND
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%%UEXISTING
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%%UPROPOSED
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BP BEGINNING POINT BEGINNING POINT CONST CONSTRUCT CONSTRUCT E EAST EAST EP END POINT END POINT EXIST EXISTING EXISTING L LENGTH LENGTH N NORTH NORTH PC POINT OF CURVE POINT OF CURVE PCC POINT OF COMPOUND CURVE POINT OF COMPOUND CURVE P/L PROPERTY LINE PROPERTY LINE PRC POINT OF RETURN CURVE POINT OF RETURN CURVE R RADIUS RADIUS S SOUTH SOUTH T TANGENT TANGENT W WESTWEST
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ABBREVIATIONS
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10' INTERVAL
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2' INTERVAL
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5' INTERVAL
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1' INTERVAL
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EXISTING GROUND
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REMOVE EXISTING MATERIAL AS NEEDED
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EXISTING MATERIAL COMPACT TOP 12" TO 90% MDD
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SILT FENCE
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NTS
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"DW" 11+68.02= "DW" 26+00.00= N 2247293.58 2247293.58 E 6897759.51
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R=20'
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R=40'
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"DW" 10+00.00 N 2247173.36 2247173.36 E 6897659.02
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"DW"29+40.54 N 2247274.70 2247274.70 E 6898064.29
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"DW" 20+80.28= "LP" 50+00.00 N 2247274.74 2247274.74 E 6897319.31
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"DW" 13+09.81= "LP" 56+08.93 N 2247389.21 2247389.21 E 6897860.64
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EXIST POWER
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"L10" 10+00.00 N 2247553.69 E 6897277.84
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"L11" 10+00.00 N 2247496.41 E 6897272.28
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"L8" 10+00.00 N 2247613.33 E 6897395.76
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"L6" 10+00.00 N 2247622.01 E 6897497.32
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"L4" 10+00.00 N 2247660.31 E 6897655.16
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"L2" 10+00.00 N 2247603.01 E 6897820.15
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"L3" 10+00.00 N 2247536.80 E 6897769.09
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"L5" 10+00.00 N 2247604.56 E 6897647.15
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"L7" 10+00.00 N 2247558.92 E 6897489.20
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"L9" 10+00.00 N 2247416.57 E 6897346.59
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"L12" 10+00.00 N 2247351.23 E 6897266.95
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"D7" 10+00.00 N 2247291.98 E 6897328.42
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"D5" 10+00.00 N 2247414.68 E 6897424.39
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"D3" 10+00.00 N 2247435.58 E 6897516.82
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"D6" 10+00.00 N 2247362.74 E 6897455.57
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"D4" 00+00.00 N 2247429.12 E 6897530.34
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"D2" 00+00.00 N 2247490.04 E 6897629.24
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"D1" 00+00.00 N 2247505.74 E 6897772.88
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"L1" 00+00.00 N 2247510.64 E 6897847.93
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R=50'
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R=10'
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R=5'
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R=5'
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REMOVE EXIST TREE
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R=200'
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R=100'
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R=5'
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R=5'
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R=80'
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R=5'
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"LP" LINE
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"DW" LINE
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TWIN LAKES RD
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EXIST EP
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EXIST P/L
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EXIST DIRT ROAD
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EXIST 15" CMP
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INSTALL 48 LF 15" DIA CMP S=0.OO5 FT/FT
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STA 10+36.4 (24.1' RT) END 15" RCP IE=7067.00
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STA 10+13.2 (18.7' LT) BEGIND 15" RCP IE=7067.23
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INSTALL 58 LF 15" DIA CMP S=0.OO5 FT/FT
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STA 29+22.7 (10.8' LT) END 15" RCP IE=7067.00
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STA 28+71.2 (16.2' RT) BEGIN 15" RCP IE=7067.23
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EXISTING WELL
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CAMPGROUND SITE PLAN
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ALLEN ANNETT 1527 GLENWOOD DRIVE GARDNERVILLE, NV 89460
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AA-CAMPGRND-BS1
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AA
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MAY 11, 2020
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1"-30'
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N/A
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3:1
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3:1
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CONST TEMPORARY SILT FENCE
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3:1
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CONST TEMPORARY SILT FENCE
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CONST PERMANENT STABILIZED CONSTRUCTION ENTRANCE
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CONST PERMANENT STABILIZED CONSTRUCTION ENTRANCE
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EXIST BRUSH
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CONST TEMPORARY SILT FENCE
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EXIST 15" CMP
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FLOW
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FLOW
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FLOW
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FLOW
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SCALE
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HORIZ: 1" = '
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30
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CAMPGROUND GRADING, LANDSCAPE & STORMWATER POLLUTION PREVENTION PLAN
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OF
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REVISIONS
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AA-CAMPGRND-TS1
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AA
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N.T.S.
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N/A
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ALLEN ANNETT 1527 GLENWOOD DRIVE GARDNERVILLE, NV 89460
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MAY 11, 2020
From: Jim ReidTo: John Peters; April SallSubject: Allen & Lori Annett campground proposalDate: Saturday, June 27, 2020 4:53:58 PM
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless yourecognize the sender and know the content is safe.
John and April, I was just made aware of a project Allen and Lori Annett are working on for a campgroundin the Twin Lakes area and that their project is on the agenda for a Mono County LDTAC meetingscheduled for July 6. I just wanted to drop a line to you to express my approval of such a campgroundproject. The Bridgeport area and of course all of Mono County are very well known for all that we have tooffer in terms of outdoor recreation. There are times when, during our fishing, hiking, camping, sight-seeing, Fall color viewing, hunting, kayaking seasons many of the campgrounds in the area are atmaximum capacity, if there were even a few additional campsites, especially ones large enough for largerRV's and with hook-ups, this would mean just a few more families would be able to stay in the area torecreate during our already short tourist season(s). I feel that this project would enhance the Bridgeportand Twin Lakes area and of course provide some additional facilities for vacationers to stay. Theadditional camping facilities would of course bring in additional revenue, not to mention additional taxrevenue, to the area that is always welcome.
Thank you for taking the time to listen to my thoughts.
Sincerely,
James E. ReidKen's Sporting GoodsPO Box 544 / 258 Main St.Bridgeport, CA 93517(760) 932-7707www.kenssport.com