1616_TOKANG_-_PARKING_-_100_PERCENT1.pdf

PROJECT

LOCATION

PROJECT

LOCATION

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A

V E

OKLAHOMA AIR NATIONAL GUARD - TULSA

XHZG162000 - REPAIR AND CONSTRUCT PARKING

138TH FIGHTER WING HEADQUARTERS

TULSA INTERNATIONAL AIRPORT AIR GUARD BASE

TULSA, OKLAHOMA

PROJECT NO. XHZG162020

SHEET INDEX

GENERAL

G-001 COVER SHEET

CIVIL

CE-101 EXISTING SITE PLAN

ELECTRICAL

ES001 ELECTRICAL LEAD SHEET

ES101 ELECTRICAL SITE PLAN

G-001

COVER SHEET

G-002 GENERAL INFORMATION

CE-102 EXISTING PARKING SITE PLAN

NOT TO SCALE

BASE MAP

N

BASE CIVIL ENGINEER

FIRE CHIEF

ATFP OFFICER

ENVIRONMENTAL MANAGER

BIO ENVIRONMENTAL

COMMUNICATION

BUILDING MANAGER

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

REAL PROPERTY MANAGER DATE DATE

WING COMMAND CHIEF

ARCHITECTS IN PARTNERSHIP, LLC

PROFESSIONAL ENGINEERING

CONSULTANTS (PEC)

T U

L S

A

A

I R

T

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N A

L

G

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X H

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T U

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02/08/2017

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

BKW

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BKW

ES701 ELECTRICAL SITE CALC PLAN

CO-101 NEW SITE PLAN

CN-102 NEW GRADING PLAN

CD-101 EROSION CONTROL DETAILS

CN-100 ATFP - FUTURE PLAN

CD-102 SITE DETAILS

PARTITION TYPE

M A T E R I A L S L E G E N D

PLYWOOD

BATT INSULATION

RIGID INSULATION

GYP. BD.

GRAVEL

PLASTER ON

METAL LATH

GYP. SHEATHING

GROUT, MORTAR

OR SAND

EARTH

BRICK

CONCRETE

CMU

ALUMINUM

STEEL

SHEET METAL

HARDWOOD

CEILING TILE

OR CERAMIC TILE

GLASS

DRAWING NUMBER

SECTION NUMBER

SECTION NUMBER

DRAWING NUMBER

DIMENSIONAL LUMBER

CONTINUOUS

DIMENSIONAL LUMBER

BUILDING SECTION

WALL SECTION

S Y M B O L S L E G E N D

BUT NOT TO OTHER DISCIPLINES DRAWING SHEETS.

NON-CONTINUOUS

THE FOLLOWING SYMBOLS APPLY TO ALL ARCHITECTURAL SHEETS

L I S T O F A B B R E V I A T I O N S

MACHINE

MAXIMUM

LIGHT

MANAGER

MINIMUM

METAL

MEMBRANE

MANHOLE

MIRROR

MEDICINE

MANUFACTURER

LIQUID SOAP DISPENSER

LIGHT FIXTURE

MECHANICAL

MICROWAVE OVEN

MATERIAL

MOUNTED

NORTH

ON CENTER

NOMINAL

OVERALL

OFFICE

NUMBER

OWNER FURNISHED/CONTR. INSTALLED

MASONRY OPENING

MOISTURE RESISTANT

MOISTURE RESISTANT GYPSUM BOARD

NOT IN CONTRACT

NOT TO SCALE

OUTSIDE DIAMETER

ON CENTER EACH WAY

MISCELLANEOUS

ADJUSTABLE

AREA DRAIN

ADDITIONAL

ANCHOR BOLT

ACOUSTICAL

ANCILLARY

ALTERNATE

ANODIZED

ALUMINUM

ACCESSIBLE EWC

ADMINISTRATION

ABOVE FINISHED FLOOR

ACOUSTICAL CEILING TILE

ARCHITECT(URAL)

APPROXIMATE(LY)

N

BOARD

BOTTOM OF

BLOCKING

BEARING

BEAM

BLOCK

BUILDING

CENTERLINE

CABINETS

BOTH SIDES

CLEAR

BRICK

BELOW FINISHED FLOOR

CONTROL JOINT

CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

COLD FORMED METAL FRAMING

ARCH'TL WOODWORK INSTITUTE

MET

MGR

NO.(#)

MFR

MTL

MTD

OC/oc

OFCI

MIN

MACH

MAX

LT

LSD

LF

MECH

MED

MEMB

M.H

M.O

MIR

MISC

M.R

MIC. OV

M.R.G.B

N.I.C

O.A

N.T.S

NOM.

OD

O.C.E.W

OFF

OPPOSITE

OPERABLE

OPENING

PLYWOOD

PLATE

PLASTER

PAINT

PAIR

PRESERVATIVE PRESSURE TREATED

PHONE (TELEPHONE)

PLASTIC LAMINATE

PORTLAND CEMENT

ORIENTED STRAND BOARD

OPPOSITE HAND

OUTSIDE TO OUTSIDE

OWNER FURNISHED/OWNER INSTALLED

PREPARATION

REFERENCE

PARTITION

RADIUS

REQUIRED

RETAINING

RESILIENT

RESISTANT

REVISION

RECEPTION

REFLECTED CEILING PLAN

REINFORCED

COMBINATION PAPER TOWEL

DISPENSER/RECEPTACLE

QUARRY TILE

ROOF DRAIN

REFRIDGERATOR

ROOM FINISH SCHEDULE

PAPER TOWEL DISPENSER

CLOSET

COLUMN

CONCRETE

CONFERENCE

CONSTRUCTION

CONTINUOUS

CEILING

CARPET

COURSE

CERAMIC TILE

CORRIDOR

COLD ROLLED

CUBIC FOOT

CENTER

COUNTERSINK

CONCRETE MASONRY UNIT

COMPOSITE, COMPOSITION

DIMENSION(S)

DIAMETER

DETAIL

DOUBLE

DEPARTMENT

DEGREE

DISPENSER

DRAWER

EACH

DOWN

DOOR

EAST

ELEVATION

DIVISION

EXPANSION JOINT

DRAWING/DRAWINGS

DRINKING FOUNTAIN

CUBIC YARD

PC

OSB

PPT

PLAM

PLYWD

RE: or REF

RCP

REINF

REC'P

PH

REQ

RET

RESIL

O.H

OPP

O.T.O

OPNG

OPER

OF/OI

PL

PLAS

PT

PR

PREP

P.T.D

PTN

P.T.D/R

Q.T

R or RAD

R.D

REFR

RESIST

REV

R.F.S

ADJ

AD

AB

ACT

ALT

AFF

BD

B.O

BM

BFF

CJ

CL

B.S

AWI

CMU

COL

CLG

CPT

CRS

CT

CR

CTR

DIA

DF

DET

EA

EJ

DN

DR

E

EL

DIV

DWG/DWG'S

DIM/DIM'S

DWR

ANCIL

CORR

CONST

CONT

CONC

CONF

BLK'G

ANOD/AN

AEWC

ADMIN

ALUM/AL

ADD'L

ACOUS

CLO

BRG

ARCH

APPROX

CF/CI

BRK

CAB

BLDG

BLK

CFMF

CLR

COMP

CU.FT

CTSK

DBL

CU.YD

DEG

DEPT

DISP

VESTIBULE

REFERENCE

DOOR SCHEDULE

ROOM NAME

ROOM NUMBER

COLUMN GRID

USED FOR CONSTR

LETTER DESIGNATION

DETAIL NUMBER

DRAWING NUMBER

DETAIL NUMBER

DRAWING NUMBER

DOOR NUMBER

ROOM REFERENCE

DIMENSION GRID LINE

ELEVATION REFERENCE

DETAIL REFERENCE

REFERENCE OR DATUM

BUILDING

NORTH

NORTH

L

C

C

L

OR

TO

NORTH

NORTH

L

4'-6"

FACE TO FACE OF STUD

FACE TO FACE OF MAS

COLUMN TO FACE OF MAS OR STUD

DETAIL LETTER

POINT

REFERENCE TO DIMENSION

NORTH REFERENCE

REVISION REFERENCE

CENTER LINE

ARROW POINTS NORTH

BUILDING NORTH IS SET

WHEN BLDG IS ANGLED

WINDOW TYPE/ FRAME TYPE

INTERIOR ELEV MARKER

C

DRAWING NUMBER

ARROW POINTS TO

ELEVATION DRAWN

COLUMN

COLUMN

SCHEDULE

ROOM

SOUTH

SECTION

SHEET

SECRETARY

SHEATHING

SHOWER

SHELF

SIMILAR

ROOF TOP UNIT (HVAC)

SOLID CORE WOOD DOOR

RAIN WATER CONDUCTOR

ROUGH OPENING

RUSTICATION JOINT

SOAP DISPENSER

SANITARY NAPKIN DISPENSER

STEEL

STAIN

STATION

SQUARE

STANDARD

STORAGE

TREAD

TELEPHONE

TOWEL BAR

STRUCTURAL

SUSPEND(ED)

STAIN & VARNISH

SERVICE SINK

STAINLESS STEEL

SYMMETRICAL

TOILET/SHOWER

TOP OF CURB

SANITARY NAPKIN RECEPTACLE

S

EXISTING

ELEVATOR

ELECTRICAL

EMERGENCY

ENCLOSURE

ENGINEER

EQUAL

EQUIPMENT

EXTERIOR

FAN COIL UNIT

FLOOR DRAIN

EXPANSION

EXPOSED

FIRE ALARM

FOUNDATION

FINISHED FLOOR

ELECTRIC WATERCOOLER

T

FLOOR

FRAME

FLASHING

FINISH

FLEXIBLE

FIRE RATED

GRAB BAR

FURRING

FURNISHED

FOOTING

GAUGE

FOOT or FEET

FIELD VERIFY

GALVANIZED

FIRE EXTINGUISHER CABINET

FIRE RETARDANT TREATED

FIRE EXTINGUISHER

RTU

SECT

SCWD

RWC

SCHED/SCH

STL

SHT

STN

SHTH'G

SUSP

S&V

SEC'Y

RO

R.J

RM

SD

SHR

SH

STA

S.SK

S.S

SQ

S.N.R

S.N.D

SIM

STD

STOR

STR

SYM

T/S

TEL

T.B

T.C

TOP OF

TERRAZZO

THICK(NESS)

TYPICAL

TELEVISION

URINAL

UNDERWRITERS LABORATORIES

TOP OF LIGHTWEIGHT CONCRETE

TOP OF WALL

TEMPERED/ TEMPORARY

TOP OF GRATE

TOP OF MASONRY

TOP OF STEEL

TOUNGE AND GROOVE

TOP OF PAVEMENT

TOILET PAPER DISPENSER

UNLESS OTHERWISE NOTED

VESTIBULE

WOOD

WEST

WITH

WITHOUT

WEIGHT

WAINSCOT

VINYL COMPOSITION TILE

VINYL WALL COVERING

WATER CLOSET

VERTICAL

GENERAL

GYPSUM

GLOSS LEVEL

GLAZING

GRADE

HARDWARE

HOUR

HARDWOOD

HORIZONTAL

HEIGHT

GALVANIZED IRON

HOLLOW METAL

HEATING-VENTILATION-AIR CONDITIONING

ELECTRICAL GROUND

HOLLOW CORE or

HANDICAP ACCESSIBLE

INSIDE DIAMETER

W

JANITOR

JOINT

INTERIOR

JOIST

LABORATORY

KNOCKDOWN

KITCHEN

LAVATORY

LAMINATED

INSULATION, INSULATED

INCHES

TG

T.O

TLWC

T.O.M

TV

TYP

T.O.W/T.W

T.O.S.

VWC

VCT

VEST

VERT

WD

UL

TEMP

TER

T&G

THK

T.P

T.P.D

U.N.O

UR

W/

W.C

WT

WSCT

W/O

EQ

FF

FD

FCU

EXT

FA

FDN

FRM

FEC

FLR

FIN

FLG

FR

GA

GB

FTG

FT

FV

FRT

FE

GI

G.L.

GEN

GR

HC

HM

HR

HT

I.D

JT

JAN

INT

JST

K.D

LAB

KIT

LAV

LAM

IN

FURR'G

FURN

EWC

EXIST/EXG

ELEV

ELEC

HDW

GYP

FLASH or

EXP

INSUL/INS

HVAC

ENGR

ENCL

EMER

EQUIP

EXPO

FLEX

GALV

GLAZ

GND

HDWD

HORIZ

COLUMN GRID LINE

COLUMN NUMBER AND

SANITARY SEWERSS

4A4A

GENERAL ARCHITECTURAL NOTES

HOT WATER HEATERHWH

AIR WATER VAPOR BARRIERAWV

GYPSUM BOARDGWB

1. THE CONTRACTOR SHALL NOTIFY THE BASE CIVIL ENGINEER IMMEDIATELY OF DISCREPANCIES IN THE DRAWINGS, BETWEEN

THE DRAWINGS AND THE SPECIFICATIONS, AND/OR BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL JOB

CONDITIONS WHICH AFFECT THE EXECUTION OF THE WORK AS INDICATED.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION WORK PERFORMED BY

SUBCONTRACTORS UNLESS NOTED OR INDICATED OTHERWISE.

3. CONTRACTOR SHALL LOCATE AND LAYOUT WALLS AND PARTITIONS AS THEY RELATE TO THE STRUCTURE AND OTHER

BUILDING ELEMENTS AS SHOWN IN THE CONSTRUCTION DOCUMENTS. CONFLICTS OR AREAS OF INTERPRETATION SHALL BE

RESOLVED BY THE BASE CIVIL ENGINEER.

4. CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS DURING THE CONSTRUCTION LAYOUT OF THE WORK. THE

FOLLOWING GUIDANCE APPLIES TO DIMENSIONS USED ON THE ARCHITECTURAL DRAWINGS.

4.1. THE CONTRACTOR SHALL USE DIMENSIONS INDICATED ON THE DRAWINGS.

4.2. THE CONTRACTOR SHALL NOT SCALE FROM THE DRAWINGS.

4.3. THE CONTRACTOR SHALL NOTIFY THE BASE CIVIL ENGINEER OF DISCREPANCIES IN DIMENSIONS SHOWN ON THE

DRAWINGS IMMEDIATELY.

4.4. ALL PLAN DIMENSIONS ARE TO THE STRUCTURAL GRID LINES OR TO THE CENTERLINE OF COLUMNS AND BEAMS, TO

THE ACTUAL FACE OF METAL STUDS OR FURRING CHANNELS (GYPSUM BOARD PARTITIONS), OR TO THE NOMINAL FACE

OF MASONRY UNITS UNLESS NOTED OR INDICATED OTHERWISE.

4.5. ALL PLAN DIMENSIONS ON EXTERIOR WALL ASSEMBLIES ARE FROM THE ACTUAL OUTSIDE FACE OF WALL TO THE

ACTUAL INSIDE FACE METAL STUDS OR CMU OF WALL UNLESS NOTED OR INDICATED OTHERWISE.

4.6. ALL OTHER MASONRY DIMENSIONS ARE INDICATED AS NOMINAL DIMENSIONS WHICH INCLUDES AN ALLOWANCE FOR +

OR - 3/8" MORTAR JOINT UNLESS NOTED OR INDICATED OTHERWISE.

4.7. ALL MASONRY OPENING DIMENSIONS ARE INDICATED AS NOMINAL DIMENSIONS WHICH INCLUDES AN ALLOWANCE FOR

+ OR - 3/8" MORTAR JOINT UNLESS NOTED OR INDICATED OTHERWISE.

5. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE FIRE STOPPING AND THE FIRE RESISTANT ASSEMBLIES OF

MATERIALS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS OF THE REFERENCED UL

ASSEMBLIES. THESE MATERIALS SHALL BE REAPPLIED OR REPAIRED TO MAINTAIN THE REQUIRED BARRIER AT NO

ADDITIONAL COST TO THE GOVERNMENT.

6. THE CONTRACTOR SHALL SCRIBE GYPSUM BOARD ON FIRE RESISTANT PARTITIONS TO THE IRREGULARITIES OF THE

STRUCTURE AS DETAILED ON THE DRAWINGS UNLESS NOTED OR INDICATED OTHERWISE.

7. THE CONTRACTOR SHALL COORDINATE REQUIRED PENETRATIONS THROUGH FIRE RESISTANT PARTITIONS AND SEAL

TIGHTLY AROUND THE PENETRATION UNLESS NOTED OR INDICATED OTHERWISE.

8. THE CONTRACTOR SHALL FILL ANY OTHER IRREGULAR OPENINGS OR GAPS IN FIRE RESISTANT PARTITIONS AND SEAL

TIGHTLY AROUND THE PENETRATION WITH THE SPECIFIED INERT NONCOMBUSTIBLE FIRESAFING MATERIAL UNLESS NOTED

OR INDICATED OTHERWISE.

9. ALL PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE CEILING HEIGHT AND BE BRACED TO THE STRUCTURE AT 4'-0"

O.C. UNLESS NOTED OR INDICATED OTHERWISE.

10. THE CONTRACTOR SHALL PROVIDE CONCEALED FIRE-TREATED WOOD BLOCKING WHERE REQUIRED IN METAL STUD

PARTITIONS FOR THE PROPER ANCHORAGE OF WALL ATTACHED ITEMS SUCH AS GRAB BARS, TOILET ACCESSORIES, TACKBOARDS, MARKERBOARDS, SHELF BRACKETS AND SHELVING, MILLWORK, AND ALL OTHER WALL ATTACHED MATERIALS

UNLESS NOTED OR OTHERWISE INDICATED.

11. THE CONTRACTOR SHALL MAKE ALL EXTERIOR WALL/ROOF OR WALL/WALL TRANSITIONS WEATHER TIGHT AND AIRTIGHT

WITH SEALANT TO MAINTAIN REQUIRED INSULATION VALUES IN THE FACILITY UNLESS NOTED OR INDICATED OTHERWISE.

NO GAPS, OPENINGS OR PENETRATIONS IN THE EXTERIOR WALL OR ROOF ASSEMBLIES SHALL BE LEFT EXPOSED TO THE

ELEMENTS.

SPECIFICATION NOTES

REFER TO UNIFIED FACILITIES CRITERIA (UFC) SPECIFICATIONS UNDER COVER SEPARATE FROM THESE DOCUMENTS.

APPLICABLE DESIGN CRITERIA

NAME EDITION

INTERNATIONAL BUILDING CODE (IBC) 2015

NFPA 70: NATIONAL ELECTRIC CODE 2011

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01:

GENERAL BUILDING REQUIREMENTS

16 AUG 2010 WITH CHANGE 2, 28 NOV 2011

UNIFIED FACILITIES CRITERIA (UFC) 4-010-01: DOD

MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS

8 OCT 2003 INCLUDING CHANGE 1, 22 JAN 2007

X

X

STATE CODE ADOPTION

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015X

INTERNATIONAL FIRE CODE (IFC) 2009X

INTERNATIONAL FUEL GAS CODE (IFGC) 2009X

INTERNATIONAL MECHANICAL CODE (IMC) 2009X

INTERNATIONAL PLUMBING CODE (IPC) 2009X

NATIONAL ELECTRIC CODE (NEC) 2011X

ADDITIONAL CODES

X

X

G-002

GENERAL

INFORMATION

SCHEDULE SUBMITTAL

T U

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02/08/2017

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

BKW

JEH

R E

P A

N

S T

R U

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K I N

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BKW

WAN

RGB

EXISTING SITE

PLAN

CE-101

TDS

405-735-8939 www.pec1.com

OKLAHOMA CITY, OK 73159

BUILDING C, SUITE A

10017 S. PENNSYLVANIA AVE.

PROFESSIONAL ENGINEERING CONSULTANTS

C.O.A. 1046 PE/LS EXPIRES: JUNE 30, 2017

PROJECT NO. 160471

TU

LS

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N

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02/09/2017

160471

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

00/00/00

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

ARCHITECTS

INTERIOR DESIGNERS

PLANNERS

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

INFORMATION

D E

S I G

N

O

F

R

E P

A

N

S T

R U

R

K I N

G

XH

ZG

WAN

RGB

EXISTING

PARKING SITE

PLAN

CE-102

TDS

405-735-8939 www.pec1.com

OKLAHOMA CITY, OK 73159

BUILDING C, SUITE A

10017 S. PENNSYLVANIA AVE.

PROFESSIONAL ENGINEERING CONSULTANTS

C.O.A. 1046 PE/LS EXPIRES: JUNE 30, 2017

PROJECT NO. 160471

TU

LS

A A

IR

N

A

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02/09/2017

160471

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

00/00/00

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

ARCHITECTS

INTERIOR DESIGNERS

PLANNERS

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

INFORMATION

D E

S I G

N

O

F

R

E P

A

N

S T

R U

R

K I N

G

XH

ZG

FUTURE BLDG

FUTURE ROAD

405-735-8939 www.pec1.com

OKLAHOMA CITY, OK 73159

BUILDING C, SUITE A

10017 S. PENNSYLVANIA AVE.

PROFESSIONAL ENGINEERING CONSULTANTS

C.O.A. 1046 PE/LS EXPIRES: JUNE 30, 2017

PROJECT NO. 160471

TU

LS

A A

IR

N

A

TI

O N

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D

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A

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02/09/2017

160471

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

00/00/00

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

ARCHITECTS

INTERIOR DESIGNERS

PLANNERS

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

INFORMATION

D E

S I G

N

O

F

R

E P

A

N

S T

R U

R

K I N

G

XH

ZG

WAN

RGB

TDS

ATFP-FUTURE

PLAN

CN-100

FUTURE BLDG

405-735-8939 www.pec1.com

OKLAHOMA CITY, OK 73159

BUILDING C, SUITE A

10017 S. PENNSYLVANIA AVE.

PROFESSIONAL ENGINEERING CONSULTANTS

C.O.A. 1046 PE/LS EXPIRES: JUNE 30, 2017

PROJECT NO. 160471

TU

LS

A A

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N

A

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02/09/2017

160471

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

00/00/00

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

ARCHITECTS

INTERIOR DESIGNERS

PLANNERS

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

INFORMATION

D E

S I G

N

O

F

R

E P

A

N

S T

R U

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K I N

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XH

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WAN

RGB

TDS

NEW SITE

PLAN

CN-101

405-735-8939 www.pec1.com

OKLAHOMA CITY, OK 73159

BUILDING C, SUITE A

10017 S. PENNSYLVANIA AVE.

PROFESSIONAL ENGINEERING CONSULTANTS

C.O.A. 1046 PE/LS EXPIRES: JUNE 30, 2017

PROJECT NO. 160471

TU

LS

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02/09/2017

160471

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

00/00/00

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

ARCHITECTS

INTERIOR DESIGNERS

PLANNERS

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

INFORMATION

D E

S I G

N

O

F

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E P

A

N

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K I N

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XH

ZG

WAN

RGB

TDS

NEW GRADING

PLAN

CN-102

3 MAX

3 MAX

NOTES

NO SCALE

BIORETENTION AREA DETAILS

1. SOIL MIXTURE SHALL CONSIST OF 70% SAND, 15% SANDY LOAM TOPSOIL,

15% CLASS 1 COMPOST. IT IS IMPORTANT THAT THESE COMPONENTS ARE

MIXED WELL, SO THEY SHOULD BE MIXED ON OR OFF SITE PRIOR TO

PLACEMENT OR VERIFIED IF MIXED IN PLACE. CONTRACTOR SHALL KEEP

MATERIAL TICKETS TO VERIFY CONTENTS.

2. GRAVEL LAYER SHALL CONSIST OF CLEAN, ANGULAR, CRUSHED

AGGREGATE CONFORMING TO A NOMINAL SIZE DIMENSION 3/4"-2" AND

SHALL CONFORM TO ODOT STANDARDS AND SPECIFICATIONS FOR

AGGREGATE DRAINAGE LAYER.

3. GEOTEXTILE SHALL BE NON-WOVEN AND SHALL CONFORM TO

AASHTO M288. GEOTEXTILE SHALL MEET THE REQUIREMENTS FOR

A SUBSURFACE DRAINAGE GEOTEXTILE AND SHALL HAVE AN AOS

OF U.S. STANDARD SIEVE SIZE NO. 40 TO 60.

4. PERFORATED SUBDRAIN PIPE SHALL BE WRAPPED TWICE AROUND WITH

GEOTEXTILE.

12" SOIL MIXTURE

(SEE NOTE 1)

SECTION

GRAVEL LAYER

GEOTEXTILE (TYP.)

1% SLOPE (TYP.)

4" PERFORATED

SUBDRAIN PIPE

OKLAHOMA CITY, OK 73159

BUILDING C, SUITE A

10017 S. PENNSYLVANIA AVE.

PROFESSIONAL ENGINEERING CONSULTANTS

C.O.A. 1046 PE/LS EXPIRES: JUNE 30, 2017

PROJECT NO. 160471

TU

LS

A A

IR

N

A

TI

O N

A L

G U

A R

D

T U

L S

A

A

T

I O

N A

L

G

U A

L

S A

O

K L

A H

O M

A

02/09/2017

160471

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

00/00/00

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

ARCHITECTS

INTERIOR DESIGNERS

PLANNERS

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

INFORMATION

D E

S I G

N

O

F

R

E P

A

N

S T

R U

R

K I N

G

XH

ZG

WAN

RGB

TDS

EROSION

CONTROL

DETAILS

CD-101

OKLAHOMA CITY, OK 73159

BUILDING C, SUITE A

10017 S. PENNSYLVANIA AVE.

PROFESSIONAL ENGINEERING CONSULTANTS

C.O.A. 1046 PE/LS EXPIRES: JUNE 30, 2017

PROJECT NO. 160471

TU

LS

A A

IR

N

A

TI

O N

A L

G U

A R

D

T U

L S

A

A

T

I O

N A

L

G

U A

L S

A

O

K L A

H O

M A

02/09/2017

160471

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

00/00/00

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

ARCHITECTS

INTERIOR DESIGNERS

PLANNERS

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

INFORMATION

D E

S I G

N

O

F

R

E P

A

N

S T

R U

R

K I N

G

XH

ZG

WAN

RGB

TDS

SITE DETAILS

CD-102