സ79.1825 F: 303.940.9959 F: …...prop. bee garden. prop. wood fence, \⠀尩 vehicle access gate,...

$: സ79.1825 F: 303.940.9959 F: …...prop. bee garden. prop. wood fence, \⠀尩 vehicle access gate, and \⠀㈀尩 pedestrian access gates by others. exact fence location to be coordinated\ഠwith$

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WALL

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BOB ADAMS DRIVE

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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OWNER: ROBERT ELLSWORTH REVOCABLE TRUST

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OWNER: SEVENTH DAY ADVENTIST

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OWNER: KELLOGG

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TH P-1

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TH P-2

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CS

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E

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EX. CONCRETE SIDEWALK

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EX. EDGE OF ASPHALT

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EX. EDGE OF GRAVEL TRAIL

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EX. EDGE OF ASPHALT

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EX. GRAVEL DRIVEWAY

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EX. GRAVEL TRAIL

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EX. R.O.W.

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EX. DETENTION POND

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EX. CONCRETE RETAINING WALL

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CRAWFORD AVE.

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OWNER: COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT

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IB

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OWNER: ALLEN LIVING TRUST

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PROP. GROWING DOME

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PROP. OUTDOOR LEARNING PAVILION

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PROP. BEE GARDEN

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PROP. WOOD FENCE, (1) VEHICLE ACCESS GATE, AND (2) PEDESTRIAN ACCESS GATES BY OTHERS. EXACT FENCE LOCATION TO BE COORDINATED WITH CMC IN THE FIELD.

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CONST. SECONDARY ADA ACCESSIBLE SOFT SURFACE TRAILS. EXACT LAYOUT TO BE DETERMINED AT TIME OF CONSTRUCTION. CONTRACTOR TO COORDINATE WITH CMC.

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CONST. APPROX. 170 SY OF PRIMARY ADA ACCESSIBLE SOFT SURFACE TRAILS.

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FFE = 6796.30

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FFE = 6796.28

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CONST. APPROX. 102 LF DRAINAGE SWALE. SEE SHEET C4.

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CONST. APPROX. 83 SY OF PRIMARY SOFT SURFACE TRAIL CONNECTING TO BOB ADAMS DRIVE SIDEWALK. CONTRACTOR TO COORDINATE WITH ENGINEER IN FIELD.

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PROP. RESTROOM

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CONST. APPROX. 230 SY OF ASPHALT DRIVEWAY, ADA PARKING, AND TURN-AROUND. SEE NOTE 2, THIS SHEET.

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PROPOSED ADA ACCESSIBLE ROUTE, TYP.

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0

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GRAPHIC SCALE

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(IN FEET)

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20

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20

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40

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1 INCH = 20 FT

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N

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1

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C3

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C3

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SITE PLAN

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OF

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SURVEY FIRM

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DRAWING NAME

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SHEET

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DRAWING SIZE

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CHECKED BY

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DESIGNED BY

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DATE

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REVISION DESCRIPTION

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24" X 36"

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O:\CO20161 CMC Bear Gardens\Drawings\co20161 civil.dwg, 12/20/2018 1:43:45 PM, Kyle Seyedian

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PREPARED UNDER THE DIRECT SUPERVISION OF

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FOR AND ON BEHALF OF BASELINE CORPORATION

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INITIAL SUBMITTAL

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SURVEY DATE

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JOB NO.

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419 OAK ST PO BOX 770152 STEAMBOAT SPRINGS, CO 80477 STEAMBOAT SPRINGS, CO 80477 STEAMBOAT SPRINGS, CO 80477 P: 970.879.1825 F: 303.940.9959 www.baselinecorp.com F: 303.940.9959 www.baselinecorp.com F: 303.940.9959 www.baselinecorp.com

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COLORADO MOUNTIAN COLLEGE

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BEAR PARK GARDENS

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1320 BOB ADAMS DRIVE

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STEAMBOAT SPRINGS

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ROUTT COUNTY

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CO20161

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3/17/17

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N/A

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7

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ZRH

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ZRH

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CSR

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co20161 civil.dwg

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UPDATES PER CMC REVIEW

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ZRH

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5/12/17

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ISSUED FOR CONSTRUCTION

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ZRH

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6/30/17

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ADDRESS STATE COMMENTS

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KPS

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8/21/18

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ADDRESS CITY COMMENTS

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KPS

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8/28/18

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SITE PLAN

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C3

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3

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SITE PLAN NOTES: 1.CONTRACTOR TO BE PROVIDED AUTOCAD DRAWING DRAWINGS FOR SURVEY STAKING PURPOSES. CONTRACTOR TO BE PROVIDED AUTOCAD DRAWING DRAWINGS FOR SURVEY STAKING PURPOSES. DRAWINGS INCLUDE BOUNDARY SURVEY INFORMATION PROVIDED BY CMC FROM THE ALPINE CAMPUS CENTER PROJECT. THE LOCATIONS OF EXISTING SURFACE FEATURES AND UTILITIES ARE BASED ON DESIGN DATA FROM THE ALPINE CAMPUS CENTER PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE TO VERIFY ELEVATIONS AND HORIZONTAL LOCATIONS OF EXISTING FEATURES SUCH AS STORMSEWER INLETS, CRAWFORD AVENUE EDGE OF ASPHALT AT DRIVEWAY ENTRANCE, AND EXISTING PATH, ETC. CONTRACTOR SHALL COORDINATE WITH ENGINEER AND CMC ON FINDINGS AND NECESSARY ADJUSTMENTS TO PROPOSED DESIGN LAYOUT. 2.FINAL SURFACING MATERIAL FOR DRIVEWAY AND PARKING TO BE COORDINATED WITH CMC. ANY FINAL SURFACING MATERIAL FOR DRIVEWAY AND PARKING TO BE COORDINATED WITH CMC. ANY ALTERNATIVE PAVING MUST BE APPROVED BY FIRE PROTECTION AND MEET ADA SURFACING REQUIREMENTS. 3.DRIVEWAY GATE SHALL HAVE A LOCK BOX OR OTHER APPROVED MEANS FOR EMERGENCY ACCESS. DRIVEWAY GATE SHALL HAVE A LOCK BOX OR OTHER APPROVED MEANS FOR EMERGENCY ACCESS.

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NO SITE WORK IS TO BE COMPLETED WITHIN THE SCOPE OF PHASE 1. PLEASE REFER TO CMC BEAR GARDENS PHASE 1 BID SCHEDULE FOR DETAILS.

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THESE SHEETS ARE INTENDED AS AN EXHIBIT TO EXPRESS THE SCOPE FOR PHASE 1 OF THE CMC BEAR GARDENS PROJECT. FOR FULL PLAN SET PLEASE REFER TO THE APPROVED CONSTRUCTION DOCUMENTS.


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WALL

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BOB ADAMS DRIVE

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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OWNER: KELLOGG

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TH P-1

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TH P-2

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CS

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E

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EX. STORM INLET GRATE 6785.0 INVin 6781.6 INVout 6781.4

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EX. STORM INLET GRATE 6785.0 INVout 6782.0

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EX. 18" HDPE

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EX. 18" HDPE

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EX. DETENTION POND OUTLET STRUCTURE GRATE 6792.1 INVout 6790.0

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EX. 18" HDPE

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EX. EDGE OF ASPHALT

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EX. EDGE OF ASPHALT

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EX. GRAVEL DRIVEWAY

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EX. GRAVEL TRAIL

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EX. R.O.W.

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EX. DETENTION POND

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EX. 15" CMP INVin=6766.0 INVout=6765.3

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CRAWFORD AVE.

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IB

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96

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PROP. GROWING DOME

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PROP. BEE GARDEN

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FFE = 6796.30

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FFE = 6796.28

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6795

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93

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93

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91

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89

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6795

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6795

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CONST. APPROX. 8 LF OF 6" HDPE W/ INLET PROTECTION. INV IN (N) = 6794.91 INV OUT (S) = 6794.83

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FINE GRADING & LANDSCAPING TO BE COMPLETED BY CMC.

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CONST. APPROX. 102 LF DRAINAGE SWALE @ 1.8% (TYP).

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MATCH EX. GRADES FOR APPROX. FIRST 58 LF OF PROP. ASPHALT DRIVEWAY.

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98

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96

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94

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96

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EX. 18" HDPE

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PROP. RESTROOM

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6795

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0

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GRAPHIC SCALE

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(IN FEET)

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20

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20

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40

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1 INCH = 20 FT

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N

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OF

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DRAWING NAME

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SHEET

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CHECKED BY

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DESIGNED BY

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DRAWN BY

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DATE

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PREPARED BY

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24" X 36"

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INITIAL SUBMITTAL

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SURVEY DATE

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JOB NO.

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BEAR PARK GARDENS

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STEAMBOAT SPRINGS

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ROUTT COUNTY

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CO20161

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3/17/17

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N/A

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7

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ZRH

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ZRH

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CSR

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co20161 civil.dwg

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ZRH

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5/12/17

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ZRH

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6/30/17

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KPS

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8/21/18

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KPS

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8/28/18

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1

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C4

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C4

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GRADING PLAN

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GRADING PLAN

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C4

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4

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GRADING PLAN NOTES: 1.NO TOPOGRAPHIC SURVEY WAS COMPLETED FOR THIS PROJECT. NO TOPOGRAPHIC SURVEY WAS COMPLETED FOR THIS PROJECT. CONTRACTOR TO COORDINATE IN FIELD AT START OF CONSTRUCTION WITH CMC AND ENGINEER TO ENSURE GRADING, UTILITY, AND SITE LAYOUT DESIGN INTENT CAN BE MET. SEE NOTE 1 ON SHEET C3 FOR ADDITIONAL INFORMATION.

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NO SITE GRADING IS TO BE COMPLETED WITHIN THE SCOPE OF PHASE 1. PLEASE REFER TO CMC BEAR GARDENS PHASE 1 BID SCHEDULE FOR DETAILS.

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WALL

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WALL

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BOB ADAMS DRIVE

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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X

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OWNER: KELLOGG

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TH P-1

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TH P-2

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EX. EDGE OF ASPHALT

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EX. EDGE OF ASPHALT

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EX. GRAVEL DRIVEWAY

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EX. GRAVEL TRAIL

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EX. R.O.W.

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EX. DETENTION POND

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CRAWFORD AVE.

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IB

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96

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PROP. GROWING DOME

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PROP. BEE GARDEN

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FFE = 6796.30

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FFE = 6796.28

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6795

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93

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93

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91

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89

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6795

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6795

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98

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96

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94

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96

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EX. 18" HDPE

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PROP. RESTROOM

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6795

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VTC

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IP

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CWA

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PS

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HM

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PS

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HM

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PS

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HM

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PS

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HM

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PS

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HM

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PS

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HM

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ECL

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ECL

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ECL

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ECL

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ECL

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IP

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IP

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OP

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OP

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OP

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IP

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IP

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IP

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RS

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CONST. APPROX. 545 LF OF EROSION CONTROL LOG. (TYP.)

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CONST. VEHICLE TRACKING CONTROL.

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PLACE HYDROMULCH AND PERMANENT NATIVE SEED ON ALL DISTURBED AREAS (TYP.)

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ECL

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RS

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RS

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RS

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RS

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INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED SLOPES STEEPER THAN 3:1 (TYP.)

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EROSION CONTROL PLAN

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C5

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5

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OF

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DRAWING NAME

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SHEET

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CHECKED BY

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DESIGNED BY

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DRAWN BY

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DATE

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24" X 36"

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INITIAL SUBMITTAL

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SURVEY DATE

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JOB NO.

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BEAR PARK GARDENS

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STEAMBOAT SPRINGS

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ROUTT COUNTY

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CO20161

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3/17/17

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N/A

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7

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ZRH

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ZRH

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CSR

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co20161 civil.dwg

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ZRH

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5/12/17

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ZRH

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6/30/17

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KPS

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8/21/18

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KPS

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8/28/18

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0

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GRAPHIC SCALE

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(IN FEET)

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20

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20

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40

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1 INCH = 20 FT

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N

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1

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C5

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C5

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EROSION CONTROL PLAN

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EROSION CONTROL NOTES: 1.ALL EROSION CONTROL FEATURES SHALL CONFORM TO CDOT ALL EROSION CONTROL FEATURES SHALL CONFORM TO CDOT STANDARD PLANS, M&S STANDARD M-208-1, LATEST EDITION.

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LIMITS OF PHASE 1 SCOPE.

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PHASE 1 ONLY TO INCLUDE ITEMS WITHIN RED OUTLINE UNLESS OTHERWISE NOTED. REFFER TO PHASE 1 BID SCHEDULE FOR MORE DETAIL.

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CONTRACTOR TO INCLUDE ANTICIPATED EROSIONS CONTROL BMP'S FOR STOCK PILING AND SITE ACCESS IN BID SCHEDULE.

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BOB ADAMS DRIVE

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X

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X

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X

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X

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X

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X

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X

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X

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X

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OWNER: KELLOGG

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TH P-1

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TH P-2

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CS

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CS

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T

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T

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E

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T

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E

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EX. 8" VCP SAN. SEWER MAIN

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EX. 8" VCP SAN. SEWER MAIN

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EX. 8" PVC C900 WATER MAIN

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CRAWFORD AVE.

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IB

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CS

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CONST APPROX. 216 LF OF 4" PVC SAN. SEWER SERVICE @ 2.0%

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91

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89

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EX. SANITARY SEWER MH 73.2.13 RIM=6803.71 INVin=6793.7 INVout=6793.4

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EX. 12" CMP INVin=6800.9 INVout=UNKNOWN (BURIED)

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EX. GRAVEL DRIVEWAY

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CONST. APPROX. 250 LF OF 2" TYPE 'K' COPPER WATER SERVICE LINE. 7' MIN. BURY (TYP.) SEE DETAIL 3, THIS SHEET.

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CONST. APPROX. 7 LF OF 1-1/2" PE IRRIGATION LINE, CONNECT TO EX. 1-1/2" PE IRRIGATION. SEE DETAIL 3 AND NOTE #2 THIS SHEET

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PROP. GROWING DOME

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FFE = 6796.28

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REMOVE EX. TREES AS NECESSARY. (TYP.)

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SAWCUT, REMOVE & REPLACE APPROX. 6 SY OF CONCRETE SIDEWALK.

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EX. EDGE OF ASPHALT

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EX. EDGE OF GRAVEL

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EX. SANITARY SEWER MH 73.2.11 RIM=6771.02 INVin=6766.1 (DROP) INVout=6761.0

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EX. SANITARY SEWER MH 73.2.12 RIM=6787.44 INVin=6781.5 (DROP) INVout=6775.5

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EX. SANITARY SEWER MH RIM=6794.78 INVin(W)=6788.1 INVin(N)=6787.1 INVout(S)=6787.0

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EX. EDGE OF ASPHALT

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EX. IRRIGATION METER & BACKFLOW PREVENTER ENCLOSURE, TO BE REMOVEDTO BE REMOVED

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EX. 1-1/2" IRRIGATION PVC MAIN LINE

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EX. GRAVEL TRAIL

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EX. 8" VCP SAN SEWER MAIN

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EX. UNDERDRAIN

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EX. UNDERDRAIN

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EX. 2" COPPER WATER SERVICE

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EX. 2" PE WATER SERVICE, TO BE ABANDONED IN PLACE

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CONNECT PROP WATER SERVICE LINE TO EX. CURB STOP.

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REMOVE EX. CURB STOP, CONST. NEW 2" CURB STOP

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YH

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REFER TO ARCH/PLUMBING PLANS FOR CONSTRUCTION INTO RESTROOM/STORAGE BUILDING, SEE NOTE #1 THIS SHEET

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CONST. APPROX. 8 LF OF 1-1/2" TYPE K COPPER WATER SERVICE LINE FROM STORAGE BUILDING TO GROWING DOME, RE: GROWING DOME PLANS

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CONST. 1-1/2"X1" TEE, APPROX. 27 LF OF 1" TYPE K COPPER WATER SERVICE LINE & (1) FROST-FREE YARD HYDRANT.

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EX. GROUND

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EX. 8" VCP SAN SEWER MAIN

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CONNECT TO EX. 8" SAN SEWER MAIN CONST. 8"x4" SADDLE WYE

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CONNECTION TO BLDG BY OTHERS

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CAUTION UTILITY CROSSING: : EX. GAS MAIN APPROX STA: 0+32.95

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CAUTION UTILITY CROSSING: : EX. UNDERGROUND ELECTRIC APPROX STA: 0+15.60

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CAUTION UTILITY CROSSING: : EX. UNDERGROUND ELECTRIC APPROX STA: 0+44.64

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CAUTION UTILITY CROSSING: : EX. FIBER OPTIC APPROX STA: 0+08.65

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0

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(IN FEET)

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20

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20

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40

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1 INCH = 20 FT

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N

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OF

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DATE

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24" X 36"

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INITIAL SUBMITTAL

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SURVEY DATE

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JOB NO.

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BEAR PARK GARDENS

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STEAMBOAT SPRINGS

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ROUTT COUNTY

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CO20161

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3/17/17

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N/A

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7

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ZRH

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ZRH

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CSR

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co20161 civil.dwg

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ZRH

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5/12/17

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ZRH

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6/30/17

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KPS

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8/21/18

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KPS

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8/28/18

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2

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C6

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C6

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SANITARY SEWER SERVICE PROFILE

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0

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GRAPHIC SCALE

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(IN FEET)

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20

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20

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40

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HORIZ: 1 INCH = 20 FT

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VERT: 1 INCH =

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FT

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5

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NOT TO SCALE

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3

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C6

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C6

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WATER SERVICE DETAIL

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PROFILE VIEW

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PLAN VIEW

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REMOVE EX. AIR CHUCK

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CONNECT NEW 1-1/2" PE IRRIGATION LINE FROM NEW RESTROOM/STORAGE BUILDING TO EXISTING 1-1/2" IRRIGATION LINE

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CUT & REMOVE EX. PE WATER SERVICE AS NECESSARY

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REMOVE EX. BACKFLOW PREVENTER, NEW BACKFLOW PREVENTER WITHIN RESTROOM/STORAGE BUILDING, REFER TO ARCH/PLUMBING PLANS

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REMOVE EX. ENCLOSURE

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EX. GROUND

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REMOVE EX. IRRIGATION METER, NEW 2" METER WITHIN RESTROOM/STORAGE BUILDING. REFER TO ARCH/PLUMBING PLANS

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CS

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CONST. 2" TYPE K COPPER WATER SERVICE LINE. ABANDON EX. 2" PE WATER SERVICE INPLACE, REMOVE IF NECESSARY.

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REMOVE EX. ENCLOSURE

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REMOVE EX. BACKFLOW PREVENTER

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CONST. 2" TYPE K COPPER WATER SERVICE LINE. ABANDON EX. 2" PE WATER SERVICE INPLACE, REMOVE IF NECESSARY.

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UTILITY PLAN

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C6

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6

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1

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C6

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C6

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UTILITY PLAN

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Limits of Phase 1 Scope

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PHASE 1 CONTRACTOR TO CONSTRUCT WATER& SEWER SERVICE LINES TO WITHIN 5 FEET FROM PROPOSED BUILDING

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PHASE 1 ONLY TO INCLUDE ITEMS WITHIN RED OUTLINE, REFFER TO PHASE ONE BID SCHEDULE FOR MORE DETAIL

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സ79.1825 F: 303.940.9959 F: …...prop. bee garden. prop. wood fence, \⠀尩 vehicle access gate,...

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