DAVID CARTER ARCHITECTURAL PORTFOLIO
PROVIDING OPTIONS FOR CLIENT TILTON RESIDENCE PATIO ADDITION 3800 WEST 66TH ST. MISSION HILLS, KS
TILTONPATIORESIDENCEADDITION 11.19.2021 Existing Plan
TILTONPATIORESIDENCEADDITION 10.29.2021 Option 1
TILTONPATIORESIDENCEADDITION 10.29.2021 Option 2
18' - 2"3' - 6" 6"-9' 11' - 6"1"-4' LINEPROPERTY 7 0" 7 5" 12' 2" 11 6 1/2" 1' -51/2" 10'LINESETBACK 8' 7 1/2" NEW RAISED DECK WITH STEP TO EXISTING GRADE NEW SCREENED IN PORCH NEW GRILLING AREA TILTONPATIORESIDENCEADDITION3800W66THST 12.022021 OPTIONDESIGN3
LINEPROPERTY 7 0" 1' 51/2" 10'LINESETBACK NEW RAISED DECK AND PLANTER NEW SCREENED IN PORCH 0"-5' 18' - 5 1/2" 11' - 8" 1/2"8-24' TILTONPATIORESIDENCEADDITION3800W66THST 12.02 2021 DESIGN DRAWINGS
RETAIL DEVELOPMENT DAIRY QUEEN PARKVILLE
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CONSTRUCTION NOTES: 1. COORDINATE START-UP AND ALL CONSTRUCTION ACTIVITIES WITH OWNER.2.CONSTRUCTION METHODS AND MATERIALS NOT SPECIFIED IN THESE PLANS ARE TO MEET OR EXCEED THE STANDARD SPECIFICATIONS.
NOTE: 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRANCE. SLOPED PAVING, EXIT PORCHES. RAMPS, TRUCK DOCKS. PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF PROPERTY BOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH AND IN ACCORDANCE WITH REGULATIONS OF THE AUTHORITIES CONCERNED.4.PUBLICCONVENIENCE AND SAFETY: THE CONTRACTOR SHALL CONDUCT THE WORK IN A MANNER THAT WILL INSURE, AS FAR AS PRACTICABLE, THE LEAST OBSTRUCTION TO TRAFFIC, AND SHALL PROVIDE FOR TI-1E CONVENIENCE AND SAFETY OF THE GENERAL PUBLIC AND RESIDENTS ALONG AND ADJACENT TO HIGHWAYS IN THE CONSTRUCTION AREA.
5. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
6. ACCESSIBLE STALLS SHOWN WITH A "VAN" SHALL BE 16'-0" MIN. AND SHALL HAVE A SIGN DESIGNATING "VAN-ACCESSIBLE". SEE DETAIL102.
51 W W EM GAS SEWER FL(IN-NW)=954.65TOP=963.87MANHOLEFL(OUT-S)=954.15 TRACT J DONOTENTER TOM WATSON PARKWAY OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP WATER WATER WATER WATER TUG TUG TUG UGP UGP UGP R25.0' R4.5' R10.0'R3.0' R10.0' R3.0' R14.5'R14.5' R14.5'R14.5' 20.0' R5.0' R5.0'R43.4' R45.0'R3.0' R3.0' 12.5' 6.4'19.5' 9.0' 16.0' 19.5'8.7' 9.0' 16.0' 25.0' R3.0' R10.0' 25.0' 19.5' 34.2' 25.4' 12.5' R20.0' 28.1' 322,407sfSTALLS 18 14 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS UGP UGP UGP UGP UGP UGP UGPUGP UGP UGP T 3 4 55 9.0' 9.0'9.0' T T T T T12.0' 20.0' R25.0' SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SEWER FL(OUT-S)=966.74FL(IN-W)=967.24TOP=978.94MANHOLE SEWER FL(OUT-SE)=957.63FL(IN-N)=957.73TOP=974.93MANHOLE R5.0' 0 10'20' 1"=20' C4.0 Civil p e m SITE PLAN Revisions QUEENDAIRY HIGHWAY45NW8803 MOPARKVILLE, 3 JANUARY 2022 1-8-22 PER CLIENT 1-20-22 CITY COMMENTS 1-24-22 PER CLIENT 3-2-22 EXISTING SANITARY SEWER LOCATION 3-25-22 STORM SEWER SEE DETAIL SHEET FOR THE FOLLOWING DETAILS: PK-196" ACCESSIBLE & VAN ACCESSIBLE SPACE STRIPING PK-2ACCESSIBLE SIGN SG-1BOLLARD DETAIL CG-1TYPE B CURB AND GUTTER CW1 CURB WALK AT BUILDING CW2CONCRETE SIDEWALK CWSCONCRETE WHEEL STOP PV1LIGHT DUTY ASPHALT PV2HEAVY DUTY ASPHALT PV3CONCRETE PAVEMENT SW1SIDEWALK RAMP ADA HANDICAP RAMP NOTES:8ADOOR (SEE ARCH. PLANS) 12KYELLOW PARKING LOT STRIPING (SHERWIN-WILLIAMS TM 2160 LEAD FREE OR APPROVED EQUAL) 12N4" YELLOW STRIPES 3'-0" O.C. 510CLEAN-OUT (SEE GRADING PLAN) 15 INSTALL MARKINGS 4" WHITE OUTSIDE LINE WITH 24" WHITE STRIPES 5' O.C. BKINSTALL 1 U-SHAPED BIKE RACK FOR 2 BIKE PARKING (BENSON OUTDOORS MODEL CBBR-ZUR-BK OF APPROVED EQUAL) FMFIRE MARSHALL PARKING SIGN 2" STROKE LETTERING, RED. STANDARD FIRE HELMET 4" OUTLINE. "FIRE MARSHALL PARKING ONLY". SIGN TO BE APPROVED BY FIRE MARSHALL PRIOR TO MANUFACTURING
5. ACTUAL SIGN LOCATIONS TO BE COORDINATED WITH CONSTRUCTION MANAGER.
12K R E E NGINE LANOSSEFORP R TSIG E DREE 8A PK1 CW1 DUMPSTER SCREENING SEE ARCH PLANS SM Engineering 5507 High Meadow Circle Manhattan Kansas, smcivilengr@gmail.com66503785.341.9747 Drawings and/or Specifications are original proprietary work and property of the Engineer and intended specifically for this project. Use of items contained herein without consent of the Engineeris prohibited. Drawings illustrate best information available to the Engineer. Field verification of actual elements, conditions, and dimensions is required. CONNECT TO EXISTING CURB & GUTTER AND MATCH EXISTING PAVEMENT ELEVATIONS PK2 PV2 CG1PV2 PV2 PV2 PV1 PV1 CG1 CG1 12K 12N CONNECT TO EXISTING CURB & GUTTER AND MATCH EXISTING PAVEMENT ELEVATIONS SITE LANDEXISTINGDATAZONINGB-2AREA41,817sf / 0.96ac PROPOSED PARKINGPARKINGFLOORFLOORHEIGHT20'USERESTAURANTAREA2,407sfAREARATIO5.1%REQUIRED12/1000=29PROVIDED32 STORM LINE A STORM LINE B PV3 PV3 ADA 15 BK PV3 ADA RAMP DOWN FM
3. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE 4. ALL DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINE.
2. THESE PLANS HAVE NOT BEEN VERIFIED WITH FINAL ARCHITECTURAL CONTRACT DRAWINGS. CONTRACTOR SHALL VERIFY AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR IS FULLY RESPONSIBLE FOR REVIEW AND COORDINATION OF ALL DRAWINGS AND CONTRACTOR DOCUMENTS.
930 KITCHENSF. 940 ASSEMBLYSF. SPACE 75' EXTINGUISHER)(FIRERADIUS EXIT ACCESS TRAVEL DISTANCE = 60' 0" EXIT ACCESS TRAVEL DISTANCE = 33' 11"24'=DISTANCETRAVELACCESEXIT6" DISTANCE = 55' 0" HALF DISTANCE = 27' 6" DISTANCE = 78' 4" HALF DISTANCE = 39' 2" DISTANCE = 28' 0" 436 OUTDOORSF. PATIO 17 20 111 REQUIREDMALE FEMALE PLUMBING FIXTURE REQUIREMENT: IBC 2018 TABLE 2902.1 WATER CLOSETS PROVIDED PLUMBING SERVICELAVATORIESFIXTURESINKS TOTAL REQUIRED PROVIDED REQUIRED PROVIDED PER 75 1 PER 75 1 PER 200 1 PER 200 REFERENCE CODE INFORMATION SUMMARY: SUBJECT DATA FLOOR AREA (GROSS) OCCUPANT LOAD EXITS REQUIRED EXITS PROVIDED ASSEMBLY: 940 SQ.FT. KITCHEN: 930 SQ.FT. PATIO: 436 SQ.FT. TOTAL: 2,306 SQ.FT. ASSEMBLY: 63 KITCHEN: 5 TOTAL: 68 PATIO: 29 31 TABLE 1004.5 TABLE SECTION1004.51006 EXIT ACCESS TRAVEL DISTANCE SECTION 1016200 FT. ALLOWABLE HEIGHT AND AREA 9,500STORIESSQ.FT. SECTION 504 506 OCCUPANCY CLASS A SECTION 303 CONSTRUCTION TYPE V SECTION 601 JURISDICTION PARKVILLE, MO APPLICABLE CODE 2018EXISTINGINTERNATIONAL:BUILDINGCODEPLUMBINGCODEFUELGASCODEFIRECODEMECHANICALCODEBUILDINGCODE 2018 NATIONAL ELECTRIC CODE 2017 INTERNATIONAL CODE COUNSIL A117.1 ADA STANDARDS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PROJECT DESCRIPTION DAIRY QUEEN GRILL & CHILL FIRE RESISTANCE STRUCTURAL FRAME BEARING WALLS, EXT. NON BEARING WALLS FLOOR CONSTRUCTION ROOF CONSTRUCTION 00000 SECTION 601 FIRE PROTECTION CHAPTER AUTOMATIC SPRINKLER FIRE ALARM SYSTEM FIRE EXTINGUISHER(S) REQUIREDN/AN/A 2 COPYRIGHT © 2019 HIVE DESIGN COLLABORATIVE, INC. sheet number project number seal/signature INC.COLLABORATIVE,DESIGNHIVE 64108MOCITY,KANSASSTREET,WALNUT1617 816.581.6363 issueddate for A2.1 FLOOR PLAN 2021-077 &GRILLQUEENDAIRY CHILL MO-458803 64152MOPARKVILLE, CORPORATE1.27.2022REVIEW revdatedescription 103/04/22Addendum #1 1
T 10 A4.4 1 COPYRIGHT © 2019 HIVE DESIGN COLLABORATIVE, INC. sheet number project number seal/signature INC.COLLABORATIVE,DESIGNHIVE 64108MOCITY,KANSASSTREET,WALNUT1617 816.581.6363 issueddate for A3.1 ELEVATIONS 2021-077 &GRILLQUEENDAIRY CHILL MO-458803 64152MOPARKVILLE, CORPORATE1.27.2022REVIEW revdatedescription 103/04/22Addendum #1
EARLIER AESTHETICS ART FROM CHILDHOOD THROUGHOUT HIGH SCHOOL
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