AUBRY ENTERPRISES ENGINEERING|LOGISTICS|AGRICULTURE Responsibly Sustainable NUMBER O ' DELL JAY D. PE-2017019021 O R P S R L A N O I S S E F E E N I G N E M F O E T A T I R U O S S I REV DESCRIPTION DATE JAY D. O'DELL PE-2017019021 COVER MPD PLAN PROSPECT AVE 1/30/2020 FIRST STREET DEVELOPMENT 4455 E CAMELBACK ROAD #C241 PHOENIX, AZ 85018 ENGINEERING FIRM OF RECORD CLIENT KANSAS OFFICE 15105 METCALF AVE UNIT A OVERLAND PARK, KS 66223 COLORADO OFFICE 48700 COUNTY RD FF AKRON, COLORADO 80720 TACO BELL MPD PLANS 1420 PROSPECT & 1415 WABASH KANSAS CITY, MISSOURI 1/30/2020 1 SURVEY 2 SITE PLAN 3 GRADING PLAN 4 PHOTOMETRIC PLAN 5 EXTERIOR ELEVATIONS 6 EXTERIOR ELEVATIONS 7 COLOR EXTERIOR ELEVATIONS 8 COLOR EXTERIOR ELEVATIONS 9 TRASH ENCLOSURE DETAILS L1 LANDSCAPE PLAN SHEET LIST MUNICIPAL CONTACT LIST GLMV ARCHITECTURE ROSA PADDOCK 1525 E DOUGLAS WICHITA, KS 67521 [email protected]ARCHITECT AUBRY ENTERPRISES JAY D. O'DELL, P.E. 15105 METCALF AVE UNIT A OVERLAND PARK, KS 66223 [email protected]ENGINEER OF RECORD FIRST STREET DEVELOPMENT CHRIS CZYZ 4455 E CAMELBACK ROAD, #C241 PHOENIX, AZ 85018 [email protected]DEVELOPER STRICK & COMPANY, INC JOSEPH B. STRICK, PLS 806 S CREEKSIDE DRIVE GARDNER, KS 66030 [email protected]SURVEYOR OF RECORD PROJECT CONTACTS S L E N O D O L L C A - P R E B O E F Y O U 1-800-344-7483 S T I M U S O S R I N ! G I . C I M E , T S Y L A C Know what's below. before you dig. Call R ZACHARY NELSON 414 E 12TH STREET 15TH FLOOR KANSAS CITY, MO 64106 [email protected]CITY PLANNING JEFFREY G BRYAN, P.E. 5310 MUNICIPAL AVE KANSAS CITY, MO 64120 [email protected]TRAFFIC ENGINEERING ANGELA ELEY, AICP 414 E 12TH STREET 16TH FLOOR KANSAS CITY, MO 64106 [email protected]LONG RANGE PLANNING AMY S BUNNELL, P.E. 4800 EAST 63RD STREET KANSAS CITY, MO 64130 [email protected]STORMWATER ENGINEERING UTILITY CONTACT LIST SPIRE ENERGY CRAIG LAYMAN 3420 BROADWAY BLVD KANSAS CITY, MO 64111 [email protected]NATURAL GAS KANSAS CITY POWER AND LIGHT WILLIAM PELKEY 16215 W 108TH TER LENEXA, KS 66219 [email protected]ELECTRIC KANSAS CITY WATER SERVICES 4800 E 63RD STREET KANSAS CITY, MO 64120 816-513-8309 WATER APPROVED BY NAME DATE EAST TRUMAN RD INTERSTATE 70 EAST 12TH STREET WOODLAND AVENUE PROSPECT AVENUE BRROKLYN AVENUE PROJECT LOCATION SE QUARTER SECTION 04-49-33 KANSAS CITY, JACKSON COUNTY, MISSOURI N NOT TO SCALE 1420 PROSPECT & 1415 WABASH KANSAS CITY, MO ROUSE FRETS WHITE GOSS GENTILE RHODES AARON G. MARCH 4510 BELLEVIEW AVE, SUITE 300 KANSAS CITY, MO 64111 [email protected]LAND USE ATTORNEY PRIORITY ENGINEERS, INC KRISTIN SKINNER, P.E., PTOE PO BOX 563 GARDEN CITY, MO 64747 [email protected]TRAFFIC ENGINEER
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AUBR
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NUMBER
O ' DELLJAY D.
PE-2017019021ORP
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LANOISSEF
EENIGNE
MFOETAT IRUOSSI
REV DESCRIPTION DATE
JAY D. O'DELLPE-2017019021
COVER
MPD PLAN
PROSPECTAVE
1/30/2020
FIR
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4455
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TACO BELL MPD PLANS1420 PROSPECT & 1415 WABASH
KANSAS CITY, MISSOURI1/30/2020
1 SURVEY2 SITE PLAN3 GRADING PLAN4 PHOTOMETRIC PLAN5 EXTERIOR ELEVATIONS6 EXTERIOR ELEVATIONS7 COLOR EXTERIOR ELEVATIONS8 COLOR EXTERIOR ELEVATIONS9 TRASH ENCLOSURE DETAILSL1 LANDSCAPE PLAN
SHEET LISTMUNICIPAL CONTACT LIST
GLMV ARCHITECTUREROSA PADDOCK1525 E DOUGLASWICHITA, KS [email protected]
ARCHITECTAUBRY ENTERPRISESJAY D. O'DELL, P.E.15105 METCALF AVE UNIT AOVERLAND PARK, KS [email protected]
ENGINEER OF RECORD
FIRST STREET DEVELOPMENTCHRIS CZYZ4455 E CAMELBACK ROAD, #C241PHOENIX, AZ [email protected]
DEVELOPERSTRICK & COMPANY, INCJOSEPH B. STRICK, PLS806 S CREEKSIDE DRIVEGARDNER, KS [email protected]
SURVEYOR OF RECORD
PROJECT CONTACTS
SLENO
DO
LLC A
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1-800-344-7483
ST
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Know what's below.before you dig.Call
R
ZACHARY NELSON414 E 12TH STREET15TH FLOORKANSAS CITY, MO [email protected]
CITY PLANNINGJEFFREY G BRYAN, P.E.5310 MUNICIPAL AVEKANSAS CITY, MO [email protected]
TRAFFIC ENGINEERING
ANGELA ELEY, AICP414 E 12TH STREET16TH FLOORKANSAS CITY, MO [email protected]
LONG RANGE PLANNINGAMY S BUNNELL, P.E.4800 EAST 63RD STREETKANSAS CITY, MO [email protected]
STORMWATER ENGINEERING
UTILITY CONTACT LIST
SPIRE ENERGYCRAIG LAYMAN3420 BROADWAY BLVDKANSAS CITY, MO [email protected]
NATURAL GASKANSAS CITY POWER AND LIGHTWILLIAM PELKEY16215 W 108TH TERLENEXA, KS [email protected]
ELECTRIC
KANSAS CITY WATER SERVICES4800 E 63RD STREETKANSAS CITY, MO 64120816-513-8309
WATER
APPROVED BY
NAME DATE
EAST TRUMAN RD
INTERSTATE 70
EAST 12TH STREET
WO
OD
LAN
D A
VEN
UE
PRO
SPECT AVEN
UEBR
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KLYN
AVE
NU
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PROJECT LOCATION
SE QUARTER SECTION 04-49-33KANSAS CITY, JACKSON COUNTY, MISSOURI
NNOT TO SCALE
1420 PROSPECT &1415 WABASH
KANSAS CITY, MO
ROUSE FRETS WHITE GOSSGENTILE RHODES
AARON G. MARCH4510 BELLEVIEW AVE, SUITE 300KANSAS CITY, MO [email protected]
LAND USE ATTORNEYPRIORITY ENGINEERS, INCKRISTIN SKINNER, P.E., PTOEPO BOX 563GARDEN CITY, MO [email protected]
8 A MRM-LED-24L-SIL-FT-40-70CRI MOUNTED @ 25FT1 B MRM-LED-24L-SIL-FT-40-70CRI MOUNTED @25FT
Calculation SummaryLabel Avg Max Min Avg/Min Max/MinCalcPts_1 N.A. N.A. N.A. N.A. N.A.DRIVE THRU SURFACE 5.91 10.7 2.9 2.04 3.69PARKING LOT SURFACE 5.56 10.7 2.0 2.78 5.35
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REV DESCRIPTION DATE
LIGHT CUTSHEET
REV DESCRIPTION DATE
PHOTOMETRICPLAN
MPD PLAN
PROSPECTAVE
1/30/2020
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CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
TACO BELL
I-70 & PROSPECTKANSAS CITY, MO
EXPLORER
XX.XX.XX
TE28SMALL
MAY 2017
XXX-XXX
XXXXX
SMALL28
18048.19005
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GLMV ARCHITECTUREMISSOURI STATE OF
AUTHORITY#F00364807
MARK D. McCLUGGAGEARCHITECT
LIC. NO. A-7139
EXTERIORELEVATIONS
LEFT SIDE ELEVATION 1/4"=1'-0" A
GENERAL NOTES F
KEY NOTES D
ITEM DESCRIPTIONQTYV-XXX ELEC
SIGN SCHEDULE N.T.S. C
SEE SHT A1.1 "WINDOW TYPES" FOR WINDOW ELEVATIONS.
SEALANT AT ALL WALL AND ROOF PENETRATIONS.SEALANT AT ALL WINDOW AND DOOR FRAMES AT HEAD AND JAMB. DO NOT SEAL SILL @WINDOWS.APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING & CANOPY.
REQUIRED CLEAR OPENING WIDTH TO ENSURE COORDINATION WITH STANDARDSIGNAGE/ BUILDING ELEMENTS DIMENSIONS.
MISCELLANEOUSA.
SEALERS (REFER TO SPECS):A.B.
C.
"CRITICAL" DIMENSIONS:A.
EXTERIOR FINISH SCHEDULE H
NOTE: NO EXTERIOR SIGNS ARE WITHIN THE SCOPE OF WORK COVERED BY THE BUILDINGPERMIT APPLICATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING THE INSTALLATION OF ALL EXTERIOR SIGNS AND INSTALLATION OFREQUIRED BLOCKING AND ELECTRICAL CONNECTIONS FOR FINAL APPROVED SIGNS.
GENERAL NOTES F
WINDOWS.APPLY NEOPRENE GASKET (CONT.) BETWEEN BUILDING & CANOPY.
SIGNAGE/ BUILDING ELEMENTS DIMENSIONS.
A.B.
C.
A.
AREA
NOTE: SIGNAGE UNDER SEPARATE PERMIT
BASE THICKNESS - 1" THICK E.I.F.S.
BASE THICKNESS -1" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED).SEE DETAIL 2/A6.2.
A
B
C
BASE THICKNESS - 2" THICK E.I.F.S.
E.I.F.S. THICKNESS N.T.S. B
BASE THICKNESS -2" THICK E.I.F.S. WITH HIGH IMPACT MESH (ONLY WHERE NOTED).SEE DETAIL 2/A6.2.
D
GREEN
GREEN
NOT USED N.T.S. EEIFS THICKNESS COLOR TRANSITION N.T.S. G
PARAPET CAP 3
12 A
1" HIGH IMPACT EIFS
132" THICK EIFS
MAIN BUILDING WALL
ACCENT BAND
12
B
13
1" EIFS LEDGE
13
SLAT WALL COLOR TRANSITION N.T.S. I
9'-0"EIFS THICKNESSTRANSITION
17'-5"EIFS LEDGE
C V-04.3640 2 3'-6" x 4'-0" LARGE SWINGING BELL, PURPLE LOGO - FACE LIT XV-09.16W 3 16" LARGE CHANNEL LETTERS WHITE X
SIMPSON STRONG-TIE PGT PIPE GRIP TIE. USE SIMPSONSTRONG-DRIVE SDS 1/4" X 1-1/2" SCREWS FOR SECURING2X4'S.
5/8" X 6" X 69" HDPE PLASTIC LUMBER PICKETS BYMAX-R LUMBER OR EQUIVALENT.MATERIAL: MINIMUM 95% RECYCLED HDPE TYPE 2COMPOSITE MIXTURE. PLASTIC SHALL BEIMPREGNATED W/ COLORANT AND UVI THAT WILLPROTECT THE MATERIAL FROM PHYSICALDEGRADATION, FLAKING AND COLOR.
6" PIPE, FILLED W/CONCRETE. TOP OFPIPE: 4' ABOVE SLAB,SEE DETAIL B
DUMPSTER PLAN N.T.S. A
BOLLARD DETAILS 1/4" = 1'-0" B
A
GATE DETAILS VARIES CFRONT ELEVATION N.T.S. F
ENCLOSURE NOTES N.T.S. H
GUARDPOST BOLLARD DETAIL1
4'-0
"3'
-0"
3"
18" DIA.CONCRETEFOOTING
PAVEMENTSURFACE
6" DIA. SCH. 40 STEELPOST FILLED WITHCONCRETE AND PAINTEDCAUTION YELLOW
CONCAVE TOPCONCRETE SURFACE
GATE HARDWARE: ALL HARDWARE ANDACCESSORIES SHALL BE HEAVYGALVANIZED.
GATE STOP: MUSHROOM TYPE OR FLUSHPLATE WITH ANCHORS SET IN CONCRETETO ENGAGE THE CENTER DROP ROD ORPLUNGER BAR.
GATE NOTES: (4) EQUAL WIDE x 6-0" HIGHMTL. GATES, TYPE 'B' 1 1/2" DECKING,22GA. W/ T.S. 1 X .1875 BAR CROSSBRACING WELD AND GRIND SMOOTH ALLCONNECTIONS, TYP. PRIME AND PAINTALL STEEL COMPONENTS.
2 GATE HINGE DETAIL
GATE DETAILS VARIES
STOP PLATE SECTION3
2" FENCE POST
20"
1 JAMB DETAIL
12"
AREA COLORSYMBOL MANUFACTURER
1 GATE FRAME COLOR SHERWIN WILLIAMS T.B.D.
2 PIPE BOLLARDS SHERWIN WILLIAMS CAUTION YELLOW
2X4 RAIL
SIMPSONSTRONG-TIE PGTPIPE GRIP TIE
5'-2
1 2"
THICKENED EDGE /FOOTING FOR FENCEPOSTS
12'-2
"
3'-7
"
4'-2"
12'-2
"
6'-0
"6'
-10"
6'-0
"
6" CONCRETE PAVEMENT W/ 12"WIDE X 24" THICKENED EDGE ATFENCE, 28 DAY MIN. COMPRESSIONSTRENGTH OF 4,000 PSI WITH #4CONT. E.W. @ 24" O.C.SUB-GRADE PER GEOTECHNICALENGINEER'S RECOMMENDATIONS.
PROVIDE 24" WIDE X 12"THICKENED EDGE ON 7"CONCRETE SLAB - ENTIREPERIMETER.
5'-9
"3"
5"
2" GALV. SCH40 FENCE POST W/ CAP
PRESSURE TREATED 2X4 (TYP.) SPACE 4 RAILS EVENLY
#4 REBAR CONT. EA. WAY @ 24" O.C.
SLAB, SEE PLAN
1'-0" 1'-0"
3" C
LR.
30" DIA. X 42" DEEPFOOTING
SEE GATE HINGE DETAIL
5" DIA. SCHEDULE 80 PIPECOLUMN
24"
SLOPE TOP OFFOOTING
1/2" EXP. JT.AROUNDFOOTING
2
3'-7
"
5'-2
1 2"5'
-21 2"
5'-2
1 2"
4'-2" 4'-2"
5"
5"
5"
5"
1'-8"
1'-6"
10'-0"
GATE HANDLE4
GROUT SOLID W/CONCRETE
1" DROP RODHOLES AT ALLOPEN ANDCLOSED GATELOCATIONS
NOTES:1. MOUNT 48" ABOVE TOP OF PAVEMENT.2. ALIGN STOP PLATE WITH SWING LATCH.
PLASTICLUMBERFENCE PICKET
1"X1" STEEL BAR SPACERWELDED TO 6" DIA. x 6"HINGE & 2" x 2" x 3/16"STEEL TUBE GATE FRAME
6" DIA. SCHEDULE 80 PIPEHINGE
5" DIA. SCHEDULE 80
GREASE ZERK ON TOP ANDBOTTOM HINGE
1" 2"
2X2X 3/16 STEEL TUBEGATE FRAME
PLASTIC LUMBER PICKETSFASTEN TO STEEL TUBEFRAME W/ STAINLESSSTEEL SELF TAPPINGSCREWS
2"3"
1"8"
C
1/4" THICK PLATEPAINTED
3/8" HOLE FOR THRUBOLT
L
2X2 STEELGATE FRAME
4.5"X3"X1/4"PLATE - WELD TO2X2 GATE FRAME
PROVIDE 3/8"WIDE X 1.5"NOTCH FORSWING LATCH
1"
4"
5"4" x 24" x 1/4"PLATE BOLTEDTO FRAME &FENCE
BOT. OF CANEBOLT PLATE 1"BELOW BOT. OFGATE FRAME
1" DIA. X 1" DEEP SLEEVE INPAVEMENT FOR CANE BOLTAT CLOSED & 90° OPENPOSITIONS
1" DIA. STEEL GUIDESWELDED TO PLATE (TYP.OF 3)
24" x 5" CANEBOLT (3/4" DIA.)
CANE BOLTREST
1"±
3"1"
2'-0
"
CANE BOLT (1 PER GATE)5
1" CROSS BRACE
GATE POST / HINGE
2X2 GATE FRAME
PLASTIC LUMBER PICKETS
DROP RODS
GATE LATCH
SCHEDULE N.T.S. E
5'-2
1 2"
7" CONCRETE PAVEMENT W/ 24"WIDE X 12" THICKENED EDGEAROUND ENTIRE PERIMETER, 28DAY MIN. COMPRESSION STRENGTHOF 4,000 PSI WITH #4 CONT. E.W. @24" O.C.SUB-GRADE PER GEOTECHNICALENGINEER'S RECOMMENDATIONS.
INSTALL PICKET AT END OFRAILS
6"
30"
6" SCH. 80 X 3"HINGE SUPPORT,WELD TO POST
#4 TIES @ 8"O.C.
(8) #5 VERTS -EQ. SPACED
1" SAND LAYERBETWEENPAVEMENT ANDPOST FOOTING
SLOPE TOP OFCONCRETE PAVEMENTAWAY FROM POST
TYP. 1/2" EXP. JT.AROUND POST
6" SCH. 80 X 6"HINGE
1'-0"CONCRETE NOTES:1. INSTALL 1/2" EXP. JT. MATERIALAND SEALANT BETWEEN CONCRETESLABS2. INSTALL CONTROL JT'S AT MAX.10' O.C. IN SLABS