OF THE 6TH P.M., EL PASO COUNTY, COLORADO …...GENERAL SITE DESCRIPTION GENERAL NOTES LOT 2 (KING SOOPERS STORE) SITE DATA TABLE ITEM AREA (SQ. FT.) %%% OF GROSS SITE GROSS SITE AREA
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H:\King Soopers - City Market\CO, Falcon - KSS000147 Woodmen & Meridian\CADD\2-Plan\KSS147_C0.0-P-COVER.dwg - Aaron Johnston - 8/29/2019 GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 KING SOOPERS #147 A PORTION OF SECTION 1, TOWNSHIP 13 SOUTH, RANGE 65 WEST OF THE 6TH P.M., EL PASO COUNTY, COLORADO SITE DEVELOPMENT PLAN FALCON MARKETPLACE LOTS 2 & 3, BLOCK 1 ’ ” ”
A PORTION OF SECTION 1, TOWNSHIP 13 SOUTH, RANGE 65 WESTOF THE 6TH P.M., EL PASO COUNTY, COLORADO
SITE DEVELOPMENT PLAN
FALCON MARKETPLACE LOTS 2 & 3, BLOCK 1
’ ”
”
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1. SURVEY INFORMATION AND TOPOGRAPHIC CONTOURS WERE PROVIDED BY OTHERS. GALLOWAY SURVEY INFORMATION AND TOPOGRAPHIC CONTOURS WERE PROVIDED BY OTHERS. GALLOWAY & COMPANY INC. CANNOT BE HELD LIABLE FOR ANY INACCURACY IN THE SURVEY INFORMATION. 2. EL PASO COUNTY SHALL NOT BE LIABLE FOR THE MAINTENANCE OF PRIVATE IMPROVEMENTS EL PASO COUNTY SHALL NOT BE LIABLE FOR THE MAINTENANCE OF PRIVATE IMPROVEMENTS AS SHOWN ON THESE PLANS.
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PROJECT DESCRIPTION: CONSTRUCTION OF A 123,000 SQUARE FOOT RETAIL BUILDING AND 9 DISPENSER ISLAND FUEL CENTER WITH ASSOCIATED LANDSCAPING, PARKING, AND DRIVES. CURRENT ZONING: CR
THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION. SAID PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO CHTHE CRITERIA ESTABLISHED BY THE COUNTY FOR DETAILED ROADWAY, DRAINAGE, GRADING AND EROSION CONTROL PLANS AND SPECIFICATIONS, AND SAID PLANS AND SPECIFICATIONS ARE IN CONFORMITY WITH APPLICABLE MASTER DRAINAGE PLANS AND MASTER TRANSPORTATION PLANS. SAID PLANS AND SPECIFICATIONS MEET THE PURPOSES FOR WHICH THE PARTICULAR ROADWAY AND DRAINAGE FACILITIES ARE DESIGNED AND ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I ACCEPT RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS ON MY PART IN PREPARATION OF THESE DETAILED PLANS AND SPECIFICATIONS. JENNIFER ROMANO, P.E. #44401 DATE I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THE REQUIREMENTS SPECIFIED IN THESE DETAILED PLANS AND SPECIFICATIONS. DILLON REAL ESTATE CO., INC, A KANSAS CORPORATION COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTY DESIGN CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND/OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS AND/OR ACCURACY OF THIS DOCUMENT. FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE, DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2, AND ENGINEERING CRITERIA MANUAL AS AMENDED. ANDRE P. BRACKIN, P.E., DATE COUNTY ENGINEER / ECM ADMINISTRATOR
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DESIGN ENGINEER'S STATEMENT
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OWNER/DEVELOPER'S STATEMENT
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EL PASO COUNTY:
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SHEET LIST
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SHEET NO.
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TITLE
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C0.0
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COVER SHEET
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C1.0
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SITE PLAN
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C1.1
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SITE DETAILS
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C3.0
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PHOTOMETRIC PLAN
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L1.0
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SITE LANDSCAPE PLAN
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L1.1 - L1.5
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LANDSCAPE PLAN
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L1.6
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LANDSCAPE DETAILS & NOTES
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A1.1
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ARCHITECTURAL ELEVATIONS
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A1.2
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CANOPY ELEVATIONS
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Date:
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THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
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COPYRIGHT
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King Soopers Supermarket / Petroleum 65 Tejon Street Denver, CO 80223 Phone (303) 778-3053 Fax (303) 871-9262
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8/29/19
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KSS000147
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KING SOOPERS #147 FALCON MARKETPLACE LOTS 2 & 3, BLOCK 1 E. WOODMEN ROAD & MERIDIAN ROAD FALCON, CO
PARCEL A-PROPOSED LOT 2, FALCON MARKETPLACE: A PARCEL OF LAND LOCATED IN THE SE1/4 OF THE SE1/4 OF SECTION 1, T1S, R65W OF THE 6TH P.M., COUNTY OF EL PASO, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SE1/4 OF THE SE1/4 OF SECTION 1 AND CONSIDERING THE NORTH LINE OF SAID SE1/4 OF THE SE1/4 TO BEAR N89°44’22”E, WITH ALL BEARINGS CONTAINED 22”E, WITH ALL BEARINGS CONTAINED E, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO, THENCE S58°03'43"E, 441.14 FEET TO THE POINT OF BEGINNING; THENCE N89°57'46"E, 593.94 FEET; THENCE N65°54'56"E, 21.89 FEET; THENCE S00°00'00"E, 597.35 FEET TO A POINT OF CURVE TO THE RIGHT; THENCE SOUTHWESTERLY 102.10 FEET ALONG THE ARC OF SAID CURVE TO A POINT TANGENT, SAID ARC HAVING A RADIUS OF 65.00 FEET, A CENTRAL ANGLE OF 90°00'00" AND BEING SUBTENDED BY A CHORD THAT BEARS S45°00'00"W, 91.92 FEET; THENCE S08°38'52"W, 216.79 FEET; THENCE N00°00'00"W, 653.47 FEET TO A POINT OF CURVE TO THE LEFT; THENCE SOUTHWESTERLY 15.85 FEET ALONG THE ARC OF SAID CURVE TO A POINT TANGENT, SAID ARC HAVING A RADIUS OF 110.00 FEET, A CENTRAL ANGLE OF 8°15'26" AND BEING SUBTENDED BY A CHORD THAT BEARS S85°52'17"W, 15.84 FEET; THENCE N00°00'00"E, 286.96 FEET; THENCE N90°00'00"E, 120.34 FEET; THENCE N00°00'00"E, 367.21 FEET TO THE POINT OF BEGINNING; CONTAINING 434,617 SQUARE FEET (9.977 ACRES), MORE OR LESS. PARCEL B: A PARCEL OF LAND LOCATED IN THE SE1/4 OF THE SE1/4 OF SECTION 1, T1S, R65W OF THE 6TH P.M., COUNTY OF EL PASO, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SE1/4 OF THE SE1/4 OF SECTION 1 AND CONSIDERING THE NORTH LINE OF SAID SE1/4 OF THE SE1/4 TO BEAR N89°44'22”E, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE E, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO, THENCE S84°18'42"E, 1130.90 FEET TO THE POINT OF BEGINNING; THENCE N00°00'00"E, 114.83 FEET, THENCE S47°12'19"E, 49.83 FEET; THENCE S00°29'49"E, 215.48 FEET; THENCE N90°00'00"W, 239.55 FEET; THENCE N00°00'00"E, 153.98 FEET TO A POINT OF CURVE TO THE RIGHT; THENCE NORTHEASTERLY 68.58 FEET ALONG THE ARC OF SAID CURVE TO A POINT TANGENT, SAID ARC HAVING A RADIUS OF 99.00 FEET, A CENTRAL ANGLE OF 39°41'32" AND BEING SUBTENDED BY A CHORD THAT BEARS N19°50'46"E, 67.22 FEET; THENCE N39°41'32"E, 4.17 FEET TO A POINT OF CURVE TO THE RIGHT; THENCE NORTHEASTERLY 70.24 FEET ALONG THE ARC OF SAID CURVE TO A POINT TANGENT, SAID ARC HAVING A RADIUS OF 80.00 FEET, A CENTRAL ANGLE OF 50°18'28" AND BEING SUBTENDED BY A CHORD THAT BEARS N64°50'46"E, 68.01 FEET TO THE POINT OF BEGINNING. CONTAINING 57,020 SQUARE FEET (1.309 ACRES), MORE OR LESS.
123,000 SF (BUILDING)
Rx D
RIV
E
TH
RU
P
IC
KU
P
87
65
12
34
PHONE
(DEMARC ONLY)
PLSV
LOT 2
434,598 SF
9.98 AC
PROPOSED DETENTION POND
(BY OTHERS)
LOT 3
57,280 SF
1.31 AC
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GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
CLIENT LOGO
SCALE: 1"=60'
0 30 6010
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MERIDIAN ROAD (PUBLIC R.O.W. VARIES)
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PUBLIC STREET
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PUBLIC STREET
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THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
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COPYRIGHT
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King Soopers Supermarket / Petroleum 65 Tejon Street Denver, CO 80223 Phone (303) 778-3053 Fax (303) 871-9262
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8/29/19
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KSS000147
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KING SOOPERS #147 FALCON MARKETPLACE LOTS 2 & 3, BLOCK 1 E. WOODMEN ROAD & MERIDIAN ROAD FALCON, CO
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JRR
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C1.0
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SITE PLAN
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ACJ
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1. ALL PERMANENT STRIPING ON ASPHALT TO BE THERMOPLASTIC. ALL PERMANENT STRIPING ON ASPHALT TO BE THERMOPLASTIC. 2. ALL STRIPING ON CONCRETE TO BE EPOXY FOR LANE LINES, TAPE 380I-5 FOR SKIP DASH, ALL STRIPING ON CONCRETE TO BE EPOXY FOR LANE LINES, TAPE 380I-5 FOR SKIP DASH, PREFORMED COLD PLASTIC SYMBOLS, LEGEND AND CROSSWALKS. 3. ALL PAVEMENT MARKINGS AND SIGNS ON PRIVATE ROADWAYS SHOULD CONFORM TO THE ALL PAVEMENT MARKINGS AND SIGNS ON PRIVATE ROADWAYS SHOULD CONFORM TO THE MANUAL OF UNIFORM TRAFFIC DESIGN. 4. ON-SITE PAVEMENT MARKINGS AND ARROWS WILL NOT BE MAINTAINED BY EL PASO ON-SITE PAVEMENT MARKINGS AND ARROWS WILL NOT BE MAINTAINED BY EL PASO COUNTY.
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SEE ARCHITECTURAL PLANS FOR DESIGN
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SITE LEGEND
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PROPERTY BOUNDARY LINE
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EASEMENT BOUNDARY LINE
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EXISTING TO REMAIN
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EXISTING TO BE REMOVED
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PROPOSED NEW
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PROPOSED SITE LIGHTING
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TRAFFIC DIRECTION
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PARKING COUNT
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CART CORRAL (APPROXIMATE LOCATION)
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SCHEDULE
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PROPOSED 123,000 SF RETAIL GROCERY STORE AND ASSOCIATED VESTIBULE (REFER TO ARCHITECTURAL PLANS)
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PROPOSED TRANSFORMER
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PROPOSED "NO PARKING FIRE LANE SIGN" PER M.U.T.C.D. STANDARDS. (MOUNT ON SITE LIGHT POLE WHERE APPLICABLE)
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PROPOSED PHARMACY DRIVE-THRU "EXIT" SIGN MOUNTED ON SOUTH SIDE OF POLE "DO NOT ENTER" SIGN MOUNTED ON NORTH SIDE OF POLE
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PROPOSED FIRE HYDRANT
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PROPOSED CART CORRAL (TOTAL 11) (COORDINATE WITH PROJECT MANAGER)
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PROPOSED ADA RAMP
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PROPOSED CONCRETE SIDEWALK (SIZE AS NOTED)
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PROPOSED 6" VERTICAL CURB WITH 1 FOOT GUTTER PAN
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8-FOOT CONCRETE CROSSPAN BY OTHERS
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PROPOSED ASPHALT PAVING
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PROPOSED 9'x21.5' 60-DEGREE ANGLED PARKING STALL
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PROPOSED 9'x18' 90-DEGREE PARKING STALL
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PROPOSED ADA PARKING STALL WITH SIGNAGE AND PAINTED ACCESS AISLE
PROPOSED MONUMENT SIGN (SEE MASTER SIGNAGE PLANS FOR DETAIL)
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6" VERTICAL CURB WITH 2 FOOT GUTTER PAN BY OTHERS
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PROPOSED ADA ROUTE
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PROPOSED SITE LIGHT (SEE PHOTOMETRIC PLAN FOR DETAILS)
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PROPOSED LANDSCAPING AREA
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(SEE LANDSCAPE PLAN FOR ADDITIONAL INFORMATION)
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PROPOSED WHEEL STOP
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GallowayUS.com
6162 S. Willow Drive, Suite 320
Greenwood Village, CO 80111
303.770.8884
CLIENT LOGO
CROSS PAN DETAIL
NOT TO SCALE1
8
NOTE:WHERE SIGN IS LOCATED IN PLANTER AREA, USE 2" x2" TUBE STEEL FULL LENGTH AND SET IN CONCRETE3'-0" MIN. BELOW GRADE.
HANDICAP PARKING SIGN
16" DIAMETER x 36" DEEP CONCRETE FOUNDATION
NOT TO SCALE
CADMIUM PLATED BOLTS, NUTS,BOLT TO STEEL TUBE WITH 1/2"
SYMBOL AND "VAN ACCESSIBLE"PARKING" WITH IDENTIFICATION
WHERE APPLICABLE.
YELLOWCENTERED IN FOUNDATION, PAINTED4" x 6'-0" CONCRETE FILLED STEEL POST
ON GREEN ENAMEL FINISHU-CHANNEL POST WITH BAKED2-1/4" x 6'-0" LONG
PAVING
TOW AWAY ZONE
PARKINGRESERVED
AND WASHERS.
SIGN TO READ "RESERVED
SIGN WITH WHITE LETTERS ON 12" x 18" FLAT SCREEN STEEL
4" CONCRETEBRICK TYPICAL
BLUE BACKGROUND TO COMPLY WITH ADA GUIDELINES.
4'-0"
TYP
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PROVIDE AT VAN DESIGNATED SPACES ONLY
3'STREET CURB
STOP SIGN DETAIL
NOT TO SCALE11
22F12-A3PG2 1/4'' ANCHOR
THE UNIFORM TRAFFICTYPICAL AS STATED IN
MANUALCONTROL DEVICES
STOP
3''
3''
7' MIN
2' MIN
TWO TL-3806CP DRIVE RIVETS
30'' x 30'' SIGN (.100 GA) WITH TWO TL-3806CP DRIVE RIVETS (SIGN TYPE R1-1)
2'' POST - 20F12PG TELESTAR TUBING SOLID 12GAUGE (NO PERFORATIONS)
VARIES SEE PLAN4" FOR SIDEWALKS1/4" PER 1' CROSS SLOPE
EXPANSION JOINTS NOT REQUIRED BETWEEN CURB AND SIDEWALK
CONTRACTION JOINTS
CONCRETE SIDEWALK DETAIL
NOT TO SCALE7
3" SELECT CRUSHED BASE COMPACTED TO 95% MODIFIED PROCTOR DENSITY
LONGITUDINALJOINTS REQUIREDIF WIDTH EXCEEDS8 FEET
PANEL SHALLBE AS NEARSQUARE ASPOSSIBLE
6" OF SUBGRADECOMPACTED TO 95%MODIFIED PROCTOR DENSITY
1. CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS NEAR SQUAREPANEL AS POSSIBLE, NO SINGLE PANEL SHALL EXCEED 8' ON ANY SIDE.CONTRACTION JOINTS SHALL BE 3/4" DEEP.
2. EXPANSION JOINTS OF 1/2" MASTIC MATERIAL SHALL BE PLACED AT THEFOLLOWING LOCATIONS: P.C.S AND P.T.S OF CURVESGRADE BREAKSAT DRIVEWAYSAT OTHER LOCATIONS AS SPECIFIED BY ENGINEER
3. NO SIDEWALK SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THEENGINEER
4. CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO EXISTINGCITY AND STATE STANDARD SPECIFICATIONS.
1 1/2" R
PAVING VARIES
TOOLED EDGE1/4" RADIUS
NOTES:
CATCH CURB AND 1' WIDE GUTTER (PRIVATE)
SEE NOTE 1
SCALE: 1 1/2" =1'-0"
12"
6"
4 1/2" 12"
6"
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LEVEL WITH TOPFINISHED LANDSCAPINGSIDEWALK OR
OF CURB
GUTTER CROSS SLOPE SHALL BE 1/2 IN./FT. WHEN DRAINING AWAYFROM CURB AND 1 IN./FT. WHEN DRAINING TOWARD CURB.
BASE OF CURB SHALL REST ON COMPACTED FILL.
ALL EXPOSED CONCRETE SHALL HAVE A SACK FINISH.
CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT MAXIMUM INTERVALSAND AT THE END OF CURB RETURNS - SEE CURB CONTROL JOINT DETAIL.
1.
2.
3.
4.
EXPANSION JOINTS SHALL BE INSTALLED AT 500 FOOT MAXIMUM INTERVALSAND/OR TO MATCH LOCATION OF EXPANSION JOINTS IN PAVING - SEE
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FL
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6"
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4 1/2"1 1/2"
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SIDEWALK ORFINISHED LANDSCAPINGLEVEL WITH TOPOF CURB
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CURB EXPANSION JOINT DETAIL.AND/OR TO MATCH LOCATION OF EXPANSION JOINTS IN PAVING - SEEEXPANSION JOINTS SHALL BE INSTALLED AT 500 FOOT MAXIMUM INTERVALS
AND AT THE END OF CURB RETURNS - SEE CURB CONTROL JOINT DETAIL.CONTROL JOINTS SHALL BE INSTALLED AT 10 FOOT MAXIMUM INTERVALS
FROM CURB AND 1 IN./FT. WHEN DRAINING TOWARD CURB.GUTTER CROSS SLOPE SHALL BE 1/2 IN./FT. WHEN DRAINING AWAY
MATERIAL: .060 ALUMINUM - WHITE BACKGROUND WITH BLUE COPYAND BORDER - SYMBOL HAS BLUE BACKGROUND, WHITE COPY WITH
BLACK BORDER1 1/2" RADIUS CORNERS WHITE 2 MOUNTING HOLES
12
D
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1/2" EXPANSION JOINTFILLER
JOINT SEALER
CONC. PAVING
CONCRETE PAVINGBACKER ROD
D/4
3/8" MIN.
ELASTOMERIC FILL
D
EXPANSION JOINT DETAIL
NOT TO SCALE4
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SCALE: 1/2" = 1'-0"
3"
HANDICAPPED SYMBOL
3"3'
3"
3"
3'
WHITE
PROVIDE TWO COATS
BLUE BACKGROUNDWITH WHITE SYMBOL
2.
1.NOTE:
OF PAINT
BLUE
MATERIAL: .060 ALUMINUM - BLUE BACKGROUND WITH
1 1/2" RADIUS CORNERS WHITE 2 MOUNTING HOLES
2 1/4"
WHITE COPY AND BORDER
1/4"
1 1/8" 12"
1/4"
1 1/8"
2 1/4"
8"
'VAN ACCESSIBLE' SIGN DETAIL
SCALE: NOT TO SCALE10
9
NOT TO SCALE13
ADA RAMP DETAIL
NOT TO SCALE14
TRUNCATED DOME DETAIL
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Date:
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Drawn By:
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Project No:
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Checked By:
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Init.
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#
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Issue / Description
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Date
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THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
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COPYRIGHT
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King Soopers Supermarket / Petroleum 65 Tejon Street Denver, CO 80223 Phone (303) 778-3053 Fax (303) 871-9262
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8/29/19
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KSS000147
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KING SOOPERS #147 FALCON MARKETPLACE LOTS 2 & 3, BLOCK 1 E. WOODMEN ROAD & MERIDIAN ROAD FALCON, CO
