-
P e d r o P a r k• 5,000 to 10,000 SF Bays Available
• 22' Ceiling Height
• Drive In and Dock Doors
• 400 AMP 3 Phase Electrical
• Convenient access to I-244 & Hwy 169
• 2 minutes to Tulsa International Airport
• 10 minutes to downtown TulsaP e d r o P a r k
Available
Spring
2020
New Construction WarehouseMingo Industrial Park
OWASSOLANDTRUSTBrian Beam, CCIM [email protected]
Office: (918) 376-6536 Cell: (918) 859-5584 Fax: (918) 376-6836
Bob Parker, CCIM [email protected]
Office: (918) 376-6545 Cell: (918) 605-5865 Fax: (918) 376-6845
30,000 SF and 45,000 SF Buildings
1630 North Mingo Road, Tulsa, OK
-
1630 North Mingo Road, Tulsa, OK
Site Plan & Floor Plan
OWASSOLANDTRUSTBrian Beam, CCIM [email protected]
Office: (918) 376-6536 Cell: (918) 859-5584 Fax: (918) 376-6836
Bob Parker, CCIM [email protected]
Office: (918) 376-6545 Cell: (918) 605-5865 Fax: (918) 376-6845
T
15
16 5
SEAL:
REVISIONS:
DRAWING TITLE:
SHEET:
SUBMITTAL:
PROJECT:
PROJECT NUMBER: 19029DRAWING DATE: 09.13.19ISSUE DATE: 09.13.19
TULSA, OKLAHOMA
LOCATION MAP:
NOT TO SCALEN
THESE PLANS AND DRAWINGS ARE NOT TO BEREPRODUCED, CHANGED OR COPIED IN ANY FORMO R M A N N E R W H A T S O E V E R W I T H O U T F I R S TOBTAINING THE WRITTEN PERMISSION AND CONSENTOF CEDAR CREEK CONSULTING INC. THIS SHEET ISNOT TO BE USED FOR CONSTRUCTION UNLESS THEISSUE DATE IN THE TITLE BLOCK COINCIDES WITH ORPOST DATES THE DRAWING DATE. ANY CHANGESMADE FROM THESE PLANS WITHOUT CONSENT OFC E D A R C R E E K C O N S U L T I N G I N C . A R EUNAUTHORIZED, AND SHALL RELIEVE CEDAR CREEKC O N S U L T I N G O F R E S P O N S I B I L I T Y F O R A L LCONSEQUENCES ARRIVING OUT OF SUCH CHANGES.
ISSUED FORPERMIT
LOCATIONPROJECT
N
20
T
13 E
25
R
AEROFLEX
⦁ ⦁
C1.00
SITE PLAN
N
T
SS
PROP. INLETS (SEE GRADING PLAN FOR TYPE)
VS VERTICAL SEPARATION REQUIREMENT
BOUNDARY LINERIGHT OF WAY LINEEASEMENT LINEEXISTING CONCRETE CURB AND GUTTERPROPOSED CONCRETE CURB AND GUTTERPROPOSED FIRE LANE STRIPINGOVERHEAD ELECTRICUNDERGROUND ELECTRICGAS LINEUNDERGROUND TELEPHONEUNDERGROUND FIBER OPTICSANITARY SEWERWATERLINEBENCHMARK
FIRE HYDRANT
WATER VALVE
EX. WATER METER PIT
EX. WATER METER
PROP. WATER METER
EX. SPRINKLER VALVE
EX. AUTO SPRINKLER
EX. ELECT. PEDESTAL
EX. ELECT. TRANSFORMER
EX. ELECT. METER
PROP. ELECT. METER
EX. AIR CONDITIONER
EX. SIGNAGE
EX. LIGHT POLE
PROP. LIGHT POLE
EX. BOLLARD
EX. POWER POLE
PROP. POWER POLE
EX. TELEPHONE PED.
EX. TELEPHONE MANHOLE
EX. TRAFFIC SIGNAL LIGHT
EX. TRAFFIC CONTROL BOX
EX. FLAG POLE
EX. YARD LIGHT
EX. GREASE TRAP
EX. SS MANHOLE
PROP. SS MANHOLE
EX. GAS METER
PROP. GAS METER
EX. ELECT. MANHOLE
EX. STORM MANHOLE
LEGEND
LOADING DOCK W/ SUMP PUMP.REFER TO ARCHITECTURAL PLANS FOR SUMP PUMP
AND LOADING DOCK DETAILS
LEGAL DESCRIPTIONLOT XX (X), BLOCK XX (X), SUBDIVISION NAME, ANADDITION IN TULSA COUNTY, STATE OF OKLAHOMA,ACCORDING TO THE RECORDED PLAT THEREOF.
R1
RETURN DATA - R1L= 47.12'R=30.00'Δ=N 0°0'34" E
PC DATAN:436079.89E:2597387.67
RETURN DATA - R2L= 31.75'R=20.00'Δ=N 0°57'15" W
PC DATAN:436056.08E:2597397.38
NOTE: CONTRACTOR IS RESPONSIBLE FORENSURING THAT ALL PROPOSED WORK MEETS ADAREQUIREMENTS. REFER TO www.access-board.gov/ada-aba/ada-standards-doj.cfm
NOTE: CONTRACTOR SHALL CONSTRUCT ANDINSTALL WHEEL STOPS, SIGNS, AND ADA RAMPS ATALL HANDICAP SPACES.
A. CONTRACTOR SHALL REFER TO THE CONSTRUCTIONDOCUMENTS INCLUDING BUT NOT LIMITED TO THEWRITTEN SPECIFICATIONS, CONSTRUCTION DRAWINGS,STORM WATER POLLUTION PLAN, AND GEOTECHNICALREPORT.
B. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCEWITH THE OWNERS DESIGN GUIDELINES ANDSPECIFICATIONS, AND WHERE APPLICABLE SHALL MEETTHE REQUIREMENTS OF THE GOVERNING/PERMITTINGAUTHORITY HAVING JURISDICTION.
C. CONTRACTOR IS RESPONSIBLE FOR THEIR OWNHORIZONTAL AND VERTICAL CONTROL, REFERENCEPOINTS AND CONSTRUCTION STAKING AS INCIDENTAL TOTHE PROJECT.
D. THE CONTRACTOR SHALL FIELD VERIFY EXISTINGELEVATIONS/PROPERTY LINES/UTILITIES/DRAINAGE PRIORTO CONSTRUCTION START.
E. ALL WORK NOT CLASSIFIED AS A CONTRACT PAY ITEMSHALL BE CONSIDERED AS INCIDENTAL AND THE COSTTHEREOF SHALL BE INCLUDED IN THE UNIT PRICE BID FORITEMS WHICH ARE CLASSIFIED FOR PAYMENT.
F. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL ANDMEP PLANS AND SPECIFICATIONS BEING A PART OF THECONSTRUCTION DOCUMENTS FOR THE EXACT LOCATIONSAND DIMENSIONS OF ENTRY, EXIT PORCHES, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITYENTRANCE, AND DOWNSPOUTLOCATIONS/SPECIFICATIONS/DETAILS.
G. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB (FC)UNLESS OTHERWISE NOTED.
H. PARKING LOT STRIPING SHALL BE 4” WIDE AND WHITE INCOLOR. HANDICAP PARKING STALLS STRIPING ANDSIGNAGE SHALL BE IN STRICT ACCORDANCE WITHFEDERAL, STATE, AND LOCAL REQUIREMENTS.
I. UNLESS OTHERWISE NOTED ALL RADII SHALL BE 3'.
J. BUILDING DIMENSIONS ARE TO OUTSIDE OF MASONRY,UNLESS OTHERWISE SHOWN.
K. CONTRACTOR SHALL REFER TO THE ARCHITECTURALPLANS AND SPECIFICATIONS FOR ACTUAL LOCATION ANDDETAILS OF ALL UTILITY ENTRANCES. CONTRACTOR SHALLCOORDINATE INSTALLATION OF UTILITIES IN SUCH AMANNER AS TO AVOID CONFLICTS AND ASSURE PROPERDEPTHS ARE ACHIEVED, AS WELL AS COORDINATED WITHANY UTILITY COMPANIES FOR APPROVED LOCATIONS ANDSCHEDULING OF TIE-INS/CONNECTIONS TO THEIRFACILITIES.
L. REFER TO ARCHITECTURE PLANS FOR SITE LIGHTING ANDELECTRICAL CONDUIT PLANS. POLE LOCATIONS ARESHOWN ON THIS SHEET FOR REFERENCE ONLY. IT IS THECONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND ADJUSTANY CONSTRUCTED CONFLICTS WITH UNDERGROUNDUTILITIES, SIDEWALKS, ETC.
M. CHECK ARCHITECTURAL PLANS FOR EXACT DOWNSPOUTLOCATIONS.
N. CONTRACTOR SHALL REFER TO LANDSCAPE ANDIRRIGATION PLAN FOR LOCATION AND CONSTRUCTIONDETAILS OF LANDSCAPING AND IRRIGATION.
SITE NOTES
SITE DATA
PARKING REQUIREMENTS:CRITERIA
TOTAL REQUIRED PARKING: 36 P.S.TOTAL PROVIDED PARKING: 36 P.S.
HANDICAP PARKING REQUIREMENTS:PROVIDED: 2 P.S.
LOT INFORMATION:ZONING - XX (XXXXXXXXXX)
PROPOSED USE: XXXXLOT SIZE: 10.60 ACRES (465,626.07 SF)BUILDING SIZE: 30,100 SFALLOWABLE BUILDING HEIGHT: XX FEETPROPOSED BUILDING HEIGHT: XX FEET BUILDING LAND COVERAGE: 6.46%
IMPERVIOUS SURFACE AREA:TOTAL OVERALL AREA: 465,626.07 SFEXISTING IMPERVIOUS AREA: 0.00 SF (0.00%)PROPOSED IMPERVIOUS SURFACE AREA: 84,070.80 SF (18.05%)TOTAL IMPERVIOUS AREA: 84,070.80 SF (18.05%)
LANDSCAPED AREA:TOTAL OVERALL AREA: 465,626.07 SFREQUIRED LANDSCAPE AREA: 46,562 SF (10.00%)PROPOSED LANDSCAPE AREA: 381,555.27 SF (81.95%)
30.82'
18'9'
94'
TULSA STANDARD SHEET INDEXSTD. NO. SHEET TITLE
126 STANDARD SILT FENCE AND CONSTRUCTION ENTRANCE304 BEDDING DETAIL RIGID PIPE305 BEDDING DETAIL SEMI-RIGID PIPE
502 STANDARD METER SETTING FOR 1" WATER SERVICE505 METER CAN WITH RIM & LID FOR 5/8"x3/4" & 1" WATER METER CAN INSTALLATION702 RESIDENTIAL CONCRETE DRIVEWAY ASPHALT STREET
708 COMMERCIAL ASPHALT DRIVEWAY726 ASPHALT PAVEMENT STD DETAILS FOR RESIDENTIAL AND COLLECTOR STREETS751 STANDARD PIPE BEDDING DETAIL FOR STORM SEWER790 STANDARD SIDEWALK RAMP
361 STANDARD DETAIL FOR IN-LINE TEES FOR SERVICE CONNECTION362 RISER DETAIL
706 COMMERCIAL DRIVEWAY
BUILDING 'A'30,100 SF
FFE = 616.75BM #1
9'11'
6.33'
12'
1.33'
9' 9'
2.67'
12'
4.5'
9' 9' 9' 9' 9'
4.5'
12'
1.5'
9' 9'
1.5'
12'
3.59'
9' 9'
3.59'
12'
5'
11'
5'
12'
1.5'
9'
INSET A-ASCALE: 1"=30'
INSET A-A
R3' R3'
R106
'
R20'
R30'
2' C
ON
C. F
LUM
E
4' CONC.FLUME
4' CONC.FLUME
22.8
6'
133.78'
PROP. STOP BAR W/ STOP SIGN
PROP. FES (TYP)
PROP. FES (TYP)
24.40 L.F. FULL DEPTH SAW CUT ANDCURB REMOVAL PER C.O.T. STD. 708
CURB & GUTTER WITHIN ROW SHALL BE 6"BARRIER TYPE INTEGRAL CURB IN
ACCORDANCE WITH C.O.T STD. 726 (TYP)
DRIVEWAY ENTRANCE SHALL BE INACCORDANCE WITH C.O.T. STD. 706 (TYP)
EX. FIRE HYDRANT
EX. SS MANHOLE
N. M
ING
O R
OAD
UNPLATTED
UNPLATTED
16.5' STAT. R/W
45'
R2
PROP. POWER POLECONTRACTOR TO COORDINATE WITH UTILITY PROVIDER
PROP. (4) 1" DOMESTIC WATER METER
PROP. SS CLEANOUT TO GRADE (TYP)
PROP. PAD MOUNTED TRANSFORMERCONTRACTOR TO COORDINATE WITH SERVICE PROVIDER
PROP. CONC.WHEELSTOP (TYP)
MEET & MATCHEXISTING (TYP)
MEET & MATCHEXISTING (TYP)
BUILDING 'A'30,100 SF
FFE = 616.75
24'
R3'
R300
'
R20
0'
PROP. GAS METER (TYP)
5.87'
5.87'
5'
OWNER:S & K COMMERCIAL CONSTRUCTION, INC.
PROP. CONC.WHEELSTOP (TYP)
77.8
7'
5'
Site Plan
Floor Plan
Tulsa