Drawings_-_1523_ANG_-_SIDEWALK_MEMORIAL_-_160628.pdf

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. REFER COVER SHEET G-001 FOR LIST OF ALTERNATES. ALL WORK IS BASE BID UNLESS NOTED OTHERWISE.

6. WRITTEN (MATOC) SPECIFICATIONS ARE ISSUED UNDER A SEPARATE COVER AND ARE COMPLIMENTARY TO THIS PACKAGE

OF DRAWINGS. TOGETHER THEY FORM A COMPLETE SET. REFER TO THE DRAWINGS AND G-002 FOR SPECIFICATION NOTES

AND ADDITIONAL SPECIFICATION INFORMATION.

7. PROVIDE MATERIAL SUBMITTAL AS REQUIRED PER SPECIFICATION AND AS SCHEDULED BELOW.

SPECIFICATION NOTES

SECTION 02900 - LANDSCAPE WORK (Refer MATOC Specification):

Modify existing specification to add under “MISCELLANEOUS LANDSCAPE MATERIALS.”

Add note "RIVER ROCK: MUST BE A MINIMUM 3/8” AND NOT TO EXCEED THE MAXIMUM OF 2” IN SIZE. ROCK TO BE CLEAN

AND WASHED WITH NO CLAY OR SOILS" in lieu of "Mulch: Organic mulch free from..."

SECTION 09300 - TILE (Refer MATOC Specification):

Modify existing specification to add under 'TILE PRODUCTS'

"Blue Granite Tile (Option #1):

Polished Finish - Azul Imperial Quartzite or equal. Final Tile Color and Pattern to be selected during the Submittal process."

SECTION 10425 - SIGNS (Refer MATOC Specification):

Modify existing specification to add under 'CAST PLAQUES' sub-heading under 'MATERIALS':

"Cast Plaques (Option #1):

36" Diameter Bronze Sidewalk Plaque with Round Air National Guard Logo. Satin Bronze Finish, Pebble Finish Background, Dark

Oxide Stain, Single Line Border, Mounted with Machine Screws and Expansion Sleeves."

SECTION 10425 - SIGNS (Refer MATOC Specification):

Modify existing specification to add under 'CAST PLAQUES' sub-heading under 'MATERIALS':

"Cast Plaques (Option #3):

Two (2) 18" x18" Bronze Shield Plaque with Air National Guard Shield Logo. Satin Bronze Finish, Pebble Finish Background, Dark

Oxide Stain, Single Line Border, Mounted with Machine Screws and Expansion Sleeves."

SECTION 10425 - SIGNS (Refer MATOC Specification):

Modify existing specification to add under 'DIMENSIONAL LETTERS AND NUMBERS'

"12" Bronze Lettering (Option #1)

Futura Bold - Pedestal Mounting. Lettering to read 'ALWAYS READY, ALWAYS THERE'".

06/29/2016

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

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M A weeks weeks howard

G-002

GENERAL

INFORMATION

SCHEDULE SUBMITTAL

ET

GM

TV

G

W

S

SS

TUG

OH

UGE

F

NOTED

NOTED

TBM

OR

ELEV.

C.O.

NOTED

C

UGE

IW

ICV

IRR

G-003

P.C. CONC. (NOT PVM'T.)

P.C CONC. CURB & GUTTER

GAS LINE

FIRE LINE

BUILDING

STORM SEWER

WATER LINE

UNDERGROUND TELEPHONE

SANITARY SEWER

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC

VALVE & VALVE BOX

ELECT. OR TELEPHONE POLE

FLAGPOLE

DOWN GUY WIRE

BENCH MARK

LIGHT POLE

FIRE HYDRANT

CONTOUR LINE

MANHOLE

SPOT ELEVATION

DIRECTION OF DRAINAGE

FENCE

ELECTRIC RISER

TELEPHONE RISER

TREES

WATER METER

CABLE TV RISER

SURVEY REF. POINT

CIVIL LEGEND

PROPOSED EXISTING

ELECTRIC TRANSFORMER

SWING GATE

INLET

CLEANOUT

POST INDICATOR VALVE

COMMUNICATION LINE

X X

GAS METER

E

T

W

SIGN

1174.85

FIRE DEPT. STAND PIPE CONNECTION

UNDERGROUND ELECTRIC PRIMARY

GRAVEL

GAS REGULATOR

TGENERATOR

OIL WATER SEPARATOR

INDUSTRIAL / OIL WASTE

GENERAL PROJECT NOTES:

S.W. 44th STREET

S.W. 54th STREET

S.W. 59th STREET

M E

R

ID

IA

N A

V E

N U

E

LOCATION

PROJECT

R 4 W

T

LOCATION MAP

N

M A

C A

R T

H U

R B

O U

L E

V A

R D

S.W. 74th STREET

18. FOR UTILITY LOCATIONS CALL OKIE #1-800-522-OKIE.

CONTRACTORS EXPENSE.

OFFICER. ALL REMOVABLE CURBS DAMAGED CONSTRUCTION SHALL BE REPLACED AT THE

CONDITIONED CURBS AND FOR OTHER LOCATIONS DEEMED NECESSARY BY THE CONTRACTING

CONTRACTOR SHALL SUPPLY 50 NEW REMOVABLE CURBS TO REPLACE DAMAGED OR POOR

WORK THE CONTRACTOR SHALL PLACE THE REMOVABLE CURB IN THEIR ORIGINAL LOCATIONS.

IN A PLACE TO BE DETERMINED BY THE BY THE CONTRACTING OFFICER. AFTER COMPLETION OF

17.CONTRACTOR SHALL REMOVE ALL REMOVABLE CURBS WITHIN WORK AREAS AND STORE THEM

OTHER NON-GRAVITY, UNDERGROUND LINES.

PRECEDENCE OVER PRESSURIZED GAS LINES, WATER LINES, AND ELECTRIC, TELEPHONE, OR

CLEARANCE AT CROSSING POINTS. GRAVITY SANITARY AND STORM SEWER LINES HAVE

ASSURING THAT UTILITY LINES ARE CONSTRUCTED AT ELEVATIONS NECESSARY TO PROVIDE

16.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING, COORDINATING, AND

GUARD AND DEPARTMENT OF DEFENSE STANDARDS & SPECIFICATIONS.

15.ALL WORK IN STREET RIGHT-OF-WAY SHALL BE IN STRICT ACCORDANCE WITH AIR NATIONAL

DAMAGE TO EXISTING UTILITIES.

14.THE CONTRACTOR WILL EXPOSE UTILITIES USING SUCH METHODS WHICH WILL NOT CAUSE ANY

13.GRADIENT ACROSS DISABLED PARKING SHALL NOT EXCEED 2.00% PERCENT IN ANY DIRECTION.

GRASSED AREAS.

12.NONPLASTIC SAND BACKFILL OF TRENCHES WILL NOT BE ALLOWED UNDER PAVEMENT OR IN

CONSTRUCTION SHALL BE LEGALLY DISPOSED OF OFF SITE.

11.ALL DEBRIS AND OTHER MATERIAL OF ANY NATURE NOT USED NOR UTILIZED IN THIS

SILTATION.

ENVIRONMENTAL LAWS AND REGULATIONS, INCLUDING NPDES, TO CONTROL EROSION AND

10.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STORMWATER POLLUTION AND

TOWARD CURB UNLESS OTHERWISE SHOWN.

9.SIDEWALKS ADJACENT TO CURBS SHALL HAVE 1/4 " PER FOOT TRANSVERSE SLOPE AND DRAIN

SIDEWALKS ARE DIMENSIONED TO BACK OF CURB.

8.ALL DIMENSIONS EXCEPT SIDEWALKS ARE TO INSIDE FACE OF CURB, 8" FROM BACK OF CURB.

7.MINIMUM SLOPE IN PAVED AREAS SHALL NOT BE LESS THAN 0.50 PERCENT(6 INCHES IN 100 FEET)

6.MAXIMUM SLOPE IN GRADED AREAS SHALL NOT EXCEED 3:1 (3 HORIZONTAL TO 1 VERTICAL).

TYPICAL SECTIONS FOR SUBGRADE ELEVATIONS.

5.NEW CONTOURS ARE FINISH GRADES TO TOP OF PAVEMENT OR TOPSOIL. COORDINATE WITH

IN THE FIELD BY SOMEONE FAMILIAR WITH THESE TYPES OF CONSTRUCTION.

HAVING A VERIFICATION AND PHYSICAL EXAMINATION ABOVE AND BELOW GROUND PERFORMED

ADDITIONAL UTILITY LINES OR OTHER OBSTRUCTIONS NOT DEPICTED ON THESE DRAWINGS BY

SHOWN ON THESE DRAWINGS AND TO VERIFY THE EXISTENCE OR NONEXISTENCE OF

OPERATIONS TO VERIFY THE ACCURATE LOCATIONS OF THE UTILITY LINES AND STRUCTURES

CONTRACTOR'S RESPONSIBILITY PRIOR TO BEGINNING ANY CONSTRUCTION OR DIGGING

AND/OR OVERHEAD LINES DO EXIST AND ARE NOT SHOWN ON THESE DRAWINGS. IT IS THE

LINES THAT ARE NOT SHOWN. THE CONTRACTOR SHALL ASSUME ADDITIONAL UNDERGROUND

UTILITY LINES SHOWN ON THESE DRAWINGS NOR GUARANTEES THERE ARE NO OTHER EXISTING

ENGINEER TAKES RESPONSIBILITY FOR THE ACCURATE LOCATION OF THE UNDERGROUND

PREVIOUS SITE PLANS. NEITHER THE OWNER, THE ARCHITECT NOR THE CONSULTING

DRAWINGS ARE ONLY APPROXIMATE. THE UNDERGROUND LOCATIONS WERE TAKEN FROM

4.THE UTILITY LINE LOCATIONS, BOTH HORIZONTAL AND VERTICAL AS SHOWN ON THESE

EXCAVATION OF WORK.

SOURCES. CONTRACTOR MUST COMPLETE AF FORM 103 (7) SEVEN TO (10) TEN DAYS PRIOR TO

DEPICTED ON THESE DRAWINGS HAVE BEEN DEVELOPED FROM AN ON SITE SURVEY AND OTHER

FOR INFORMATION ON UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. UTILITY LINES

3.CONTRACTOR SHALL "CALL OKIE" AT 1-800-522-6543 STATEWIDE OR 1-800-654-8249 OUT-OF-STATE

APPURTENANCES THERETO, AND ALL OTHER PROPERTY.

OTHERS, PROPERTY OF THE OWNER, THE GENERAL CONTRACTOR, THE GAS LINES AND ALL

CONSTRUCTION SITE USE DILIGENT CARE AT ALL TIMES TO PROTECT THEMSELVES, ALL

SUBCONTRACTORS, SUBCONTRACTORS' EMPLOYEES, AND ANYONE WITH ACCESS TO THE

ARE RELATING TO SAFETY AND PROPERTY PROTECTION TO ENSURE EMPLOYEES,

UNDERGROUND GAS LINES. THE GENERAL CONTRACTOR SHALL USE EXTREME CAUTION AND

2.PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL EXISTING

PROPERTY.

CONTRACTOR, THE ELECTRICAL LINES AND ALL APPURTENANCES THERETO AND ALL OTHER

ALL TIMES TO PROTECT THEMSELVES, ALL OTHERS, PROPERTY OF THE OWNER, THE GENERAL

EMPLOYEES, AND ANYONE WITH ACCESS TO THE CONSTRUCTION SITE USE DILIGENT CARE AT

PROPERTY PROTECTION TO ENSURE EMPLOYEES, SUBCONTRACTORS, SUBCONTRACTORS'

GENERAL CONTRACTOR SHALL USE EXTREME CAUTION AND CARE RELATING TO SAFETY AND

EXISTING OVERHEAD AND UNDERGROUND ELECTRICAL TRANSMISSION AND SERVICE LINES. THE

1.W A R N I N G !!! PORTIONS OF THE WORK UNDER THIS CONTRACT EITHER CROSS OR PARALLEL

SPECIFICATION NOTES:

Not to Scale

INFORMATION

GENERAL

EXISTING IRRIGATION SYSTEM USING AN EXISTING ZONE.

IN-PLACE SYSTEM IN SO MUCH AS POSSIBLE. CONTRACTOR SHALL TIE INTO

IRRIGATION SYSTEM SHALL MATCH THE EXISTING BRAND AND TYPE OF THE4.

SHALL HAVE 4.5%-7.5% ENTRAINED AIR.

AND PAVEMENT SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 4,000PSI AND

CONCRETE FOR SIDEWALKS, CURBS AND GUTTERS, STRUCTURES, FOOTINGS,3.

THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS.2.

AND ADDITIONAL SPECIFICATION INFORMATION.

FORM A COMPLETE SET. REFER TO THE DRAWINGS FOR SPECIFICATION NOTES

AND ARE COMPLIMENTARY TO THIS PACKAGE OF DRAWINGS. TOGETHER THEY

WRITTEN (MATOC) SPECIFICATIONS ARE ISSUED UNDER A SEPARATE COVER1.

(THESE NOTES OVERRIDE THE SPECIFICATIONS):

IRRIGATION CONTROL VALVE

IRRIGATION WATER LINE

P.C. CONC. PVM'T.

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

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OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

PAPPAS

16189

B o x

E le c tr ic

B o x

E le c tr ic

F H

F H

IC

V

IC

V

IC

V

T S

P

W W

M

WW

M W

V

W V

W V

T

E

S S

B o x

E le c tr ic

E T ra n s fo rm e r

E

F H

L P

L P

W V

M e te r

" 1

-6

"2

C o n c B lo c k F e n c e

R E

F

X

D E

L T

A B

O X

R e ta in in g W a ll

S ig n -S

P E

E D

L

IM

IT

M

P H

M o n u m e n t S ig n

S ig n -S

T O

P

S ig n -H

A N

D

IC

A

PS

ig n -S

T O

P

S ig n -S

T O

P

B o x

E le c tr ic

G V

L P

L P

L P

L P

L P

L P

S S

S S

S S

S D

S D

T

W V

W V W

V

G ra ve l

A s p h a lt P a v in g

A ir N a ti o n a l

G u a rd

Bollards

Cable Barrier

Cable Barrier

Cab le B arrie r

Cab le B arrie r

E

C o n c re te P a v in g

C C

C

S S

SSSSSSSS

SS

SS

S S

S S

S

S S

S

SSS

S

CCCCCCCC

C

C

C

C

U G

E U

G E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGEUGEUGEUGEUGE

UGE

UGE

UGE

UGE

UGE

U G

E U

G E

UGE

W W

W

W

W

W

W

WWWWWWWWWW

C C

G G

G

IRR

IRR

IRR

IRR

IRR

IRR IRR IRR

IRRIGATION WATER LINE

F ir e I n d ic a to r P o s t

F ir e C o n n e c t

S te e l P o le

S ig n -A

N G

S ig n -T ru c k H o ld in g

S ig n -A

N G

S ig n -S to p

Sign-Oklahoma Guardsmen

B o x

E le c tr ic

E le c tr ic B o x e s

E

E T ra n s fo rm e r

G L

G L

IC

V

IC

V

L P

L P

L P

L P

M O

N

IT

O R

IN

G

W E

L L

T C

P

T C

P

WW

M

WW

M

W V

W V

B o ll a rd s

B o ll a rd s

B o ll a rd s

B o ll a rd s

B o ll a rd s

Bollards

F L E

.5

R C

P

T /G

.7

R C

P

R C

P

B o ll a rd s

F L E

.9

E le c tr ic G a te C o n tr o l B o x

E le c tr ic G a te C o n tr o l B o x

B o ll a rd

S te e l P o le

G ra v e l

C o n c re te

C o n c re te

Shack

Guard

C o n c re te

L

PL

P

F L .5

P

V C

P o s s ib le P

V C T re n c h

U G

E U

G E

U G

E U

G E

U G

E

C C

C

W W

W W

SEE SIDEWALK LAYOUT PLAN II FOR THIS AREA

S E

E S

ID

E W

A L

K L

A Y

O U

T P

L A

N I I F

O R T

H

IS

A

R E

A

ADA COMPLIANT RAMP

R E

T A

IN

IN

G W

A L L

F R

O M B

A C

K

F

RELOCATE EXIST. SIGN

AIR GUARD DRIVE

C-201

PLAN I

LAYOUT

SIDEWALK

FINISH GRADE

ADJUST MH TO

GRAPHIC SCALE

0 3030 15 60

Sheet Size = 24"x36"

M A

N H

O L E C

O V

E R

S

F O

R R

E P

L A

C E

M E

N T

R

E F

E R T

O A

R C

H

F

IN

IS

H G

R A

D E

A D J

U S

T M

H T

O

PROP. PVM'T. STRIPING

BARRIER FENCE

END OF CABLE

E=2084823.99 N= 149427.62

RADIUS PT.

E=2084817.99 N= 149356.72

RADIUS PT.

REMOVE EXIST. TREE

RELOCATE (4) EXIST. CREPE MYRTLE TREES.

BY EXIST. GUARD HOUSE

CONTROL BOX/ZONE LOCATED

EXISTING IRRIGATION

NOTE:

C-301

C-301

JOINT IN RETAINING WALL

END SIDEWALK @ EXIST. EXPANSION

REFER ARCH. FOR MONUMENT AREA (BASE BID)

CONSTRUCT 6' WIDE P.C. CONC. SIDEWALK (BASE BID)

DRAIN(OPTION #4)

CONST. SIDEWALK

FL DITCH (OPTION #4)

(OPTION #4).

POND THIS AREA

PROPOSED DETENTION

NOTE:

OPTION #4

WEIR OUTLET STRUCTURE,

'12.12=L

'37.02=L

PROP. PVM'T. STRIPING

EXPANSION JTS. @ 75' MAX.

CONSTRUCT 6' WIDE P.C. CONC. SIDEWALK (OPTION #2)

NOT IN THIS CONTRACT

ECP PROJECT (YZEU152007)

= 13,000 ±cf

TOTAL VOLUME

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

IO

N A

L G

U A

R D

D R

IV

E A

N D

T

H S

T R

E E

T

C O

N S

T R

U C

T S

ID

E W

A L

K A

IR

G

U A

E U

L R

O G

E R

S W

O R

L D A

IR

P O

L

A H

O M

A C

IT

Y

O K

L A

H O

M A

00/00/001

SGP

KPF

SGP

P L

O T

T E

D O

N

/1 /2

T

B \D ra w in g s \1

B -l a y .d g n

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

PAPPAS

16189

S .W th S

T R

E E

T

5 1 .5

E

C

1 1 .8

B

K

A S

O S B

L D

G

6'

6'

26'

R

'R

.5

37.9'

4.51'

6.08'±

.57

N19° 52'

54.

91"

W

289.81'

N0°0'45.28"W

.3

N °3 '3 .1

"W

R

6'

72.75'170.44'

.1

.8 8'

205.49'

Box Electric

FH

FH

FH

FH

FH

3 GV's

GV

ICV

PP

WWM

WV

WV

WV

WV

T

E

SS

36"x18" Inlet

30" 30"

8"

4"

7' Chainlink Fence

7' Chainlink Fence

7' Chainlink Fence

Electric Vault

Steel Cover

8" Drain Inlet

FIRE CONNECT VALVE

Sign-STOP Sign-STOP Sign-STOP

Sign-STOP Sign-STOP Sign-STOP

Sign-STOP

Sign-HANDICAP

Sign-STOP

Sign-ARROW

Sign-STOP

Sign-STOP

E

E

GV GV

GV

LP

LP

LP

LP

LP

LP

SS

SS

SS SS

SS

SS

SS

SD

SD

SD

SD

SD

T T

T

T

W

WM

W

WM

WV

WV

WV

WV

Steel Cover

Asphalt Paving

Asphalt Paving Asphalt Paving

Asphalt Paving

Asphalt Paving

BollardBollard

Bollard

E

T

C

C

G G

G

G G

G

SS

S S

S S

SS SS SS SS SS SS SS SS SS SS SS SS

S S

S S S S S S

S

S

S

S

S S

S

UGE UGE

UGE UGE UGE

C

C C

C C

C C

C C

UGE UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

C C

G G G G G G G G G G G G G

SEE SIDEWALK LAYOUT PLAN I FOR THIS AREA

ADJUST WM TO FINISH GRADE

ADJUST MH TO FINISH GRADE PROP. PVM'T. STRIPING

PROP. PVM'T. STRIPING

PROP. PVM'T. STRIPING

PROP. PVM'T. STRIPING

ADA COMPLIANT RAMPS

ADA COMPLIANT RAMPS

C-202

PLAN II

LAYOUT

SIDEWALK

S.W. 57th STREET

A

IR

G

U A

R D D

R

IV

E

SCALE - 1"=10'

ELEVATION CONTROL PLAN

EL=1270.44

EL=1270.97

EL=1270.90

EL=1271.37

EL=1272.43

EL=1271.93

EL=1271.50EL=1272.00

EL=1272.15

EL=1272.23

EX. G=1271.06

EX. TC=1271.56

EX. G=1271.00

EX. TC=1271.50

MONUMENT AREA (BASE BID)

FENCE SCREEN WALL (OPTION #3), REFER ARCH. (TYP.)

PROP. SWING GATE (OPTION #3)

FENCE SCREEN WALL (OPTION #3), REFER ARCH. (TYP.)

O

P T

IO

N

G A

T E

P R

O P S

W

IN

G

C-301(OPTION #4)

CONST. SIDEWALK DRAIN

SAWCUT TO A NEAT LINE

SAWCUT TO A NEAT LINE

A NEAT LINE

SAWCUT TO

EXP. JOINT (TYP.) EXP. JOINT (TYP.)

EXP. JOINT (TYP.)

EXPANSION JTS. @ 75' MAX.

CONSTRUCT 6' WIDE P.C. CONC. SIDEWALK (BASE BID)

EXPANSION JTS. @ 75' MAX.

CONSTRUCT 6' WIDE P.C. CONC. SIDEWALK (BASE BID)

EXP. JT.

EXP. JT.

G=1268.02

TC=1268.52

G=1267.95

TC=1268.45 G=1267.60

TC=1268.10 G=1267.69

TC=1268.29

G=1267.50

TC=1268.00

G=1267.69

TC=1268.19

RAMPS

ADA COMPLIANT

G=1268.68

TC=1269.18

G=1269.32

TC=1269.82

ADA COMPLIANT RAMPS

MEMORIAL SITE. SEE SPECIFICATIONS.

AND NEW VALVE CONTROL BOX LOCATED AT

RE-USE EXISTING ZONE. NEW IRR. CONTROL LINE

ALL NEW LANDSCAPING. CONTRACTOR SHALL

PROVIDE COMPLETE IRRIGATION SYSTEM FOR

GRAPHIC SCALE

0 3030 15 60

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

IO

N A

L G

U A

R D

D R

IV

E A

N D

T

H S

T R

E E

T

C O

N S

T R

U C

T S

ID

E W

A L

K A

IR

G

U A

E U

L R

O G

E R

S W

O R

L D A

IR

P O

L

A H

O M

A C

IT

Y

O K

L A

H O

M A

00/00/001

SGP

KPF

SGP

Sheet Size = 24"x36"

P L

O T

T E

D O

N

/1 /2

T

B \D ra w in g s \1

B -l a y .d g n

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

PAPPAS

16189

LP

S.W. 57th STREET

A

IR

G

U A

R D D

R

IV

E

S.W. 57th STREET

' 6

' 6

.2

6'

.9

.9

.2

132.62'

16.65'120.55'19.31'17.43'48.11'12.07'11.22'229.6'11.84'12'11.94'15.38'

6' TYP.6' TYP.

6' TYP.

B o x

E le c tr ic

B o x

E le c tr ic

F H

F H

IC

V

IC

V

IC

V

T S

P

W W

M

WW

M W

V

W V

W V

T

E

S S

B o x

E le c tr ic

E T ra n s fo rm e r

E

F H

L P

L P

W V

M e te r

" 1

"2

C o n c B lo c k F e n c e

R E

F

X

D E

L T

A B

O X

R e ta in in g W a ll

S ig n -S

P E

E D

L

IM

IT

M

P H

M o n u m e n t S ig n

S ig n -S

T O

P

S ig n -H

A N

D

IC

A

PS

ig n -S

T O

P

S ig n -S

T O

P

B o x

E le c tr ic

G V

L P

L P

L P

L P

L P

L P

S S

S S

S S

S D

S D

T

W V

W V W

V

G ra ve l

A s p h a lt P a v in g

A ir N a ti o n a l

G u a rd

Bollards

Cable Barrier

Cable Barrier

Cab le B arrie r

Cab le B arrie r

E

C o n c re te P a v in g

C C

C

S S

SSSSSSSS

SS

SS

S S

S S

S

S S

S

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S

CCCCCCCC

C

C

C

C

U G

E U

G E

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGEUGEUGEUGEUGE

UGE

UGE

UGE

UGE

UGE

U G

E U

G E

UGE

W W

W

W

W

W

W

WWWWWWWWWW

C C

G G

G

IRR

IRR

IRR

IRR

IRR

IRR IRR IRR

IRRIGATION WATER LINE

F ir e I n d ic a to r P o s t

F ir e C o n n e c t

S te e l P o le

S ig n -A

N G

S ig n -T ru c k H o ld in g

S ig n -A

N G

S ig n -S to p

Sign-Oklahoma Guardsmen

B o x

E le c tr ic

E le c tr ic B o x e s

E

E T ra n s fo rm e r

G L

G L

IC

V

IC

V

L P

L P

L P

L P

M O

N

IT

O R

IN

G

W E

L L

T C

P

T C

P

WW

M

WW

M

W V

W V

B o ll a rd s

B o ll a rd s

B o ll a rd s

B o ll a rd s

B o ll a rd s

B o ll a rd s

B o ll a rd s

B o lla rd s

Bollards

Bollards

F L E

.5

R C

P

T /G

.7

R C

P

R C

P

B o ll a rd s

B o ll a rd

F L E

.9

E le c tr ic G a te C o n tr o l B o x

E le c tr ic G a te C o n tr o l B o x

B o ll a rd

S te e l P o le

G ra v e l

C o n c re te

C o n c re te

Shack

Guard

C o n c re te

L

PL

P

F L .5

P

V C

P o s s ib le P

V C T re n c h

U G

E U

G E

U G

E U

G E

U G

E

C C

C

W W

W W

1271 1271

12721

C-203

GRAPHIC SCALE

0 3030 15 60

Sheet Size = 24"x36"

(OPTION #4).

POND THIS AREA

PROPOSED DETENTION

NOTE:

PLAN

GRADING

OPTION #4 (SEE SHT. C-302)

WEIR OUTLET STRUCTURE,

Northing Easting Elevation Description

148192.240 2087390.368 1287.42 2" Aluminum Cap OKC GPS Mon #313

PRIMARY BENCHMARK

Northing Easting Elevation Description

174440.417 2116192.639 1250.56 SET 1/2" I.B. W/MACOKC CA699 CAP

174504.212 2116362.679 1250.58

175031.970 2114723.344 1235.27

SITE CONTROL

SET 1/2" I.B. W/MACOKC CA699 CAP

SET 1/2" I.B. W/MACOKC CA699 CAP

SURVEYOR'S NOTES

1. Vertical control is North American Vertical Datum of 1988 (NAVD88). Elevations were established from a localization session using the Oklahoma City GPS Network System and more specifically Monument Number 313. Horizontal Control was established from localization session using the Oklahoma City GPS Network System and more specifically Monument

Number 313.

2.Site Control Points were the set and automatic leveling was utilized to establish solid elevations to be used as site bench marks. The Site Control Points will be the main controlling points for construction on any design modifications.

3.RTK GPS was used to collect the data.

DESIGN STORM ALLOWABLE RELEASE RATE

Q2

Q5

Q10

Q25

Q50

Q100

(CFS)

68.41

83.23

94.80

109.82

124.85

138.65

OUTLET STRUCTURE DESIGN PARAMETERS

DRAIN(OPTION #4)

CONST. SIDEWALK

C-301

FL DITCH (OPTION #4)

C-301

EL=1264.00

S L

O P

E .7

EL=1266.29

EL=1266.70

SLOPE 0

.5%

SLOPE 0.75%

FL=1269.14

FL=1269.39

= 13,000 ±cf

TOTAL VOLUME

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

IO

N A

L G

U A

R D

D R

IV

E A

N D

T

H S

T R

E E

T

C O

N S

T R

U C

T S

ID

E W

A L

K A

IR

G

U A

E U

L R

O G

E R

S W

O R

L D A

IR

P O

L

A H

O M

A C

IT

Y

O K

L A

H O

M A

00/00/001

SGP

KPF

SGP

P L

O T

T E

D O

N

/1 /2

T

B \D ra w in g s \1

B -g ra d .d g n

OKC (405) 840-5032

800-522-OKIE (6543)

SYSTEM, INC.

ONE-CALL

OKLAHOMA

TULSA (918) 732-OKIE (6543)

TO ANY EXCAVATION.

CONTACT THESE NUMBERS PRIOR

OF ALL UNDERGROUND UTILITIES.

FOR INFORMATION ON THE LOCATION

THESE NUMBERS ARE TO BE USED MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

PAPPAS

16189

T /G

.1

T/G=1265.22

T/G=1270.89

T /G

.5

T /G

.5

T /G

.5

1T /G

.7

T /R

.1

T /R

.4

S .W th S

T R

E E

T

21271

5 1 .5

E

C

1 1 .8

B

K

A S

O S B

L D

G

60'10 0'

2'

1.50% MAX CROSS SLOPE

DIRECTION OF TRAVEL

PERPENDICULAR TO

LIGHT BROOM FINISH

4" CLASS A CONCRETE

AND GUTTER

EXIST. CURB

¾" EXPANSION JOINT

2" OF 3/8" ROCK SCREENINGS

2" OF 1 1/2" CRUSHER RUN OR

COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY.

N.T.S.

SIDEWALK DETAILS 2

WIRE MESH REINFORCING

6" X 6" - W 2.9 X W 2.9 WELDED

CONTRACTION JOINT

EXPANSION JOINT (EJ)

SECTION

/4

1/2"

OR COMAPTIBLE

(ASTM 5893)

JOINT SEALANT

SILICONE

JOINT FILLER

PREMOLDED EXPANSION

BREAKER

BOND

/4

1/8" R

AND AT 75' MAX. OR OTHERWISE NOTED.

WHERE ABUTTING BUILDING, OTHER STRUCTURES

N.T.S.

1TYP. SECTION 6' WIDE CONCRETE SIDWALK

4. SAW CUT JOINTS WITHIN 24 HOURS.

BE CUT AT EACH JOINT (MAX. SPACING 7").

3. 1 1/2" DEEP SEALANT FILLED CONTRACTION JOINTS SHALL

SPACING (MAX.).

SHALL BE CUT INTO SIDEWALKS AT 60' SPACING (MIN.), 75'

2. 1/2" NON-EXTRUDING PREMOLDED EXPANSION JOINTS

HYDRANTS, SIGN POSTS, ETC.

MATERIAL TO BE INSTALLED AROUND POWER POLES,

1. 1/2" NON-EXTRUDING OR PREMOLDED EXPANSION

JOINT NOTES:

C-301

C-301

SEE TYPICAL SECTION THIS SHEET

N.T.S.

C-301

DOUBLE SWING BARRIER GATE

C-301

DETAILS I

MISC.

SPECIFICATIONS.

4. PAINT ACCORDING TO CONTRACTING OFFICER'S

SITE VERIFICATION.

ONLY. CONTRACTOR TO FIELD ADJUST UPON

3. GATE WIDTH DIMENSIONS ARE APPROXIMATE

MITERED AND BEVELED.

2. ALL WELDED ENDS OF PIPE SHALL BE

UNLESS INDICATED OTHERWISE.

NOTES:

(4 REQ'D. EACH POST)

" (M/F SCRAP)4

BAR, 2"x3"x

FILL WITH CONCRETE

8'-0" LONG MIN.

1/4

TYP.

1/4

TYP.

T Y

P

1/4

TYP.

(4 REQ'D. EACH POST)

" (M/F SCRAP)4

BAR, 2"x3"x

T Y

P

FILL WITH CONCRETE

8'-0" LONG MIN.

EXISTING ROADWAY

RECEIVING POST

(WHEN GATE IS IN OPEN POSITION)

FOR DETAILS).

ATTACHED ON EACH ARM, (REFER ARCH

GATES TO HAVE SIGNS (30" x 30")

NOTE:

10:1 MAX

10:

1 M

AX

EXPANSION JOINT(TYP.)

C O

N C S

ID

E W

A L

K

PLAN

BAR

¼" x ¾"

1⅜"

⅛"

¾"

PLATE

¼" CHECKERED

2" x 2" x ¼"

ANGLE @ 18"O.C.

#3 BARS WELDED TO

DETAIL "C"

SECTION

SEE DETAIL "C"

6" THICKENED EDGE

1'-0"2'-0"1'-0"

4" CONC.

SIDEWALK

4" CONC.

PLATE

PATTERN

¼" RAISED

2' - 2¾" WIDE

PLATE

2' MIN.2' MIN.

JOINT (TYP.)

EXPANSION

JOINT (TYP.)

EXPANSION

3-1/4"

N.T.S.

C-301

SIDEWALK DRAIN DETAILS

OF 5'

OF NEW CONSTRUCTION A MIN.

AROUND ALL DISTURBED AREAS

SOLID SLAB SOD TO BE PLACED

N.T.S.

C-301

STANDARD DITCH SECTION

E J E

J6

POST HEIGHT AND MATCH EXISTING.

SHALL FIELD VERIFY EXIST. GATE &

PRIOR TO GATE CONST. CONTRACTOR

EXIST. PVM'T

P.C. CONC.

DRAIN ROCK

RECEIVER WITH HINGED LID

REMOVABLE BOLLARD

REMOVABLE BOLLARD

CENTER OF DBL. GATE

TOP VIEW

HANDLE

HANDLE

L O

C K

IF

R

E Q 'D

(SEE DTL. THIS SHEET)

REMOVABLE BOLLARD

GATES ON BASE (TYPICAL EACH SIDE)

REFLECTIVE STRIPE'S TO MATCH EXIST.

MANUFACTURERS RECOMMENDATIONS.

BOLLARD & RECEIVER INSTALLED PER

FOUNDRY OR APPROVED EQUAL.

BOLLARD #R-7904-RSA, RELIANCE

SWING DIRECTION

CLOSED POSITION

DBL. GATES IN

BOLLARD RECEIVER

OTHER METHOD APPROVED BY OWNER)

CLASP OR CHAIN GATE TO BOLLARD (ORLATCH/CLASP

FILL WITH CONC

7'-6" LONG MIN.

A B

O V

EA

B

O V

E

REMOVABLE BOLLARD FOR GATE

MAXIMUM CONTRACTION JOINT SPACING 7'-0" (6' - 8' WIDE SDWK.)

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

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N A

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U A

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IV

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T

C O

N S

T R

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ID

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G

U A

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L R

O G

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M A

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SGP

KPF

SGP

P L

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/1 /2

T

B \D ra w in g s \1

B -d tl .d g n

MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

PAPPAS

16189

1'6'

1/8"

VARIES - SEE PLAN

18"

24"

24"

2' MIN. 2' MIN.

M

IN

10" MIN.

S E

E N

O T

E

S E

E N

O T

E

M

IN

C-302

DETAILS II

MISC.

N.T.S.

C-302

100 YR. 1268.06

50 YR. 1267.93

25 YR. 1267.78

10 YR. 1267.62

5 YR. 1267.49

2 YR. 1267.34

6" DIA.

#6 BARS @ 12" C/C EACH WAY

#4 A BARS @ 10" C/C

#4 A BARS

FL=1265.34

EL=1265.29

EL=1266.29

EL=1268.75

PLAN

SECTION A-A

#4 BARS @ 10" C/C

AA

C.F.S. C.F.S. FT. C.F.S. C.F.

100 YEAR

50 YEAR

25 YEAR

10 YEAR

5 YEAR

2 YEAR

48.25

43.42

38.21

32.96

28.93

24.16

46.90

42.22

37.10

32.05

28.16

23.42

46.90

42.22

37.10

32.05

28.16

23.42

1268.06

1267.93

1267.78

1267.62

1267.49

1267.34

45.36

40.69

35.55

30.44

26.49

21.87

STORM

DESIGN

C.F.S.(yr)

RUNOFF

DEVELOPED

RUNOFF

HISTORIC

STORAGE

ACTUAL

RELEASE

POND

ACTUAL

RELEASE

POND

REQUIRED

13,618.00

12,825.00

11,918.00

10,976.00

10,217.00

9,282.00

ELEVATION

POND

MAXIMUM

B B

#4 B BARS

#4 B BARS @ 12" C/C

CLR.

#4 B BARS @ 12" C/C

SECTION B-B

6" DIA. PIPE

6" DIA. PIPE

#4 BARS (TYP.)

#4 BARS

TOP OF DIKE=1269.06

COMPACT SUBGRADE TO 95% STD. PROCTOR DENSITY

DETENTION POND OUTLET DETAIL

ALL CONCRETE SHALL BE CLASS AA.

NOTE:

TYP.

TYP.

MAX.

8.33%

M A

X

.0

(REFER CITY OF OKC DETAILS)

DETECTABLE WARNING SURFACE

EXP. JT. (TYP.)

N.T.S.

C-302

TYPICAL RAMP DETAIL (SW 57th ST.)

EXIST. CURB & GUTTER

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

IO

N A

L G

U A

R D

D R

IV

E A

N D

T

H S

T R

E E

T

C O

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T R

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ID

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A L

K A

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G

U A

E U

L R

O G

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O R

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H O

M A

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B -d tl .d g n

MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

PAPPAS

16189

8'-8"

6'-0"

1'-4"

8"3'-0"3'-0"8"

8"8"

M

IN

C L

R

3" MIN. CLR. (TYP.)

8"

6"

C L

R

2'-0"

6'

CURB

0"-6"

C-303

DETAILS

CONTROL

EROSION

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

IO

N A

L G

U A

R D

D R

IV

E A

N D

T

H S

T R

E E

T

C O

N S

T R

U C

T S

ID

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A L

K A

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G

U A

E U

L R

O G

E R

S W

O R

L D A

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P O

L

A H

O M

A C

IT

Y

O K

L A

H O

M A

00/00/001

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SGP

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/1 /2

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B \D ra w in g s \1

B -d tl .d g n

MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

C-304

D-700A

RAMP DETAILS

ADA CURB

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

IO

N A

L G

U A

R D

D R

IV

E A

N D

T

H S

T R

E E

T

C O

N S

T R

U C

T S

ID

E W

A L

K A

IR

G

U A

E U

L R

O G

E R

S W

O R

L D A

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P O

L

A H

O M

A C

IT

Y

O K

L A

H O

M A

00/00/001

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SGP

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/1 /2

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B \D ra w in g s \1

B -d tl .d g n

MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

C-305

D-700B

RAMP DETAILS

ADA CURB

06/29/2016

SHEET NO.:

SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

PARTNERSHIP

ARCHITECTS

IN

LANNERSP

ESIGNERSDNTERIOR I

RCHITECTSA

FAX: 405.360.1431

TEL: 405.360.1300

NORMAN, OK 73072

3220 MARSHALL AVENUE

O K

L A

H O

M A A

IR

N

A T

IO

N A

L G

U A

R D

D R

IV

E A

N D

T

H S

T R

E E

T

C O

N S

T R

U C

T S

ID

E W

A L

K A

IR

G

U A

E U

L R

O G

E R

S W

O R

L D A

IR

P O

L

A H

O M

A C

IT

Y

O K

L A

H O

M A

00/00/001

SGP

KPF

SGP

P L

O T

T E

D O

N

/1 /2

T

B \D ra w in g s \1

B -d tl .d g n

MacArthur Associated Consultants

C.O.A. No. 699 Renewal Date: 06-30-17

25 N.W. 146th Street ~ Edmond, OK 73013 ~ 405.848.2471

SSIONA

L

E N G

IN

E

ER

AMOHALKO

R

EG

IS

T E R E D

PR

OFE

SAM

G.

S.W. 57th STREET

STANDARD

BRICKS

(APPROX)

STANDARD

BRICKS

(APPROX)

STANDARD

BRICKS

(APPROX)

NEW 6' WIDE CONCRETE SIDEWALK

14" WIDE CONCRETE

BORDER TYP.

5'X5' CONCRETE BASE FOR

FUTURE STATUE REF: 01/A-002

36" ROUND CAST BRONZE

ANG SHIELD LOGO

- ADD OPTION #1

AIR NATIONAL GUARD

BRONZE 12" HIGH LETTERING

- ADD OPTION #1

BLUE GRANITE TILE

INFILLS - ADD OPTION #1

BLACK GRANITE OBILISKS

BY FUNDRAISER - NOT PART

OF PROJECT

MEMORIAL PLAQUE BY

FUNDRAISER - NOT PART

OF PROJECT

BENCHES BY FUNDRAISER

- NOT PART OF PROJECT

IN GROUND LANDSCAPE

LIGHTING REFER

ELECTRICAL

LANDSCAPE LIGHTING (LF)

REFER ELECTRICAL

IRRIGATION CONTROL BOX

REFER CIVIL

13'-10" 7'-4"

63'-4"

6'-0"

84'-6"

A-001

R

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

NEW CAST IRON LIDS WITH

ANG LOGO, BASE BID

R

8'-8" 54'-8"

METAL LANDSCAPE EDGING

ELECTRICAL ENCLOSURE

REFER ELECTRICAL

MEMORIAL PLAQUE BY

FUNDRAISER - NOT PART

OF PROJECT

BRICK SIDEWALK

CONCRETE MEMORIAL

BLUE GRANITE TILE

INFILLS - ADD OPTION #1

LIGHTING REFER ELECTRICAL

BLACK GRANITE OBILISKS

BY FUNDRAISER - NOT PART

OF PROJECT

LIGHTING REFER ELECTRICAL

CONCRETE CURB EDGE

LIGHTING REFER ELECTRICAL

A-001

CONTRACTORS OPTION TO

THICKEN ENTIRE CONCRETE

FOUNDATION/SLAB (SHOWN

DASHED)

A-001

LF

LF

LF

LF

CJ

CJ CJ

CJ

CJ

CJCJ

CJ

CJ CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

STANDARD

BRICKS

(APPROX)

STANDARD

BRICKS

(APPROX)

STANDARD

BRICKS

(APPROX)

1'-2" 5'-0" 1'-2"

7'-4"

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

P

P

P

P

P

2" WIDE OVERFLOW

REVEAL/RUSTIC JOINT

FOR WATER DRAINAGE

EIGHT (8) TOTAL

TYP. @ RJ

RJ

RJ

RJ

RJ

RJ

RJ

RJ

RJ

20'-0"

1'-3"17'-6"1'-3"

3'-9" 5'-0" 5'-0" 3'-9"

P

P

P

P

P

P

P

P

BRONZE PLAQUE (P) BY

FUNDRAISER - NOT

PART OF PROJECT,

SHOWN FOR

REFERENCE ONLY

SIDEWALK CONTROL

JOINT TYP.

36" ROUND CAST BRONZE

ANG SHIELD LOGO

- ADD OPTION #1

12" HIGH BRONZE LETTERING

'ALWAYS READY, ALWAYS

THERE' - ADD OPTION #1

5'X5' CONCRETE

BASE FOR FUTURE

STATUE REF: A-002

A-001

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

E

Q

E

Q

LED STRIP LIGHTING

REFER 06/A-001 TYP.

BLUE GRANITE TILE

INFILLS - ADD OPTION #1,

TYPICAL WHERE SHADED

LF

LF

LF

LF

IN GROUND SOLAR LANDSCAPE

LIGHTING (L) CORE INTO

CONCRETE REFER ELECTRICAL

BLACK GRANITE OBILISKS

BY FUNDRAISER - NOT PART

OF PROJECT - SHOWN DASHED

1'-2" 5'-0"

6" 9"

1'-3"

3" 6" 3"

1'-0"

3" 6" 8" 6" 3"

2'-2"

3" 10" 10" 3" 4"4"

2'-11"

CONCRETE SIDEWALK

BORDER

LANDSCAPE LIGHTING -

INSTALL PER MFGR

RECOMMENDATIONS

REFER ELECTRICAL

LANDSCAPE LIGHTING -

CORE INTO CONCRETE

INSTALL PER MFGR

RECOMMENDATIONS

REFER ELECTRICAL

BLACK GRANITE OBILISKS

BY FUNDRAISER - NOT PART

OF PROJECT

MASONRY PAVERS ON

1" BEDDING SAND OVER

4" SCREED BASE

BRONZE PLAQUE BY

FUNDRAISER - NOT

PART OF PROJECT,

SHOWN FOR

REFERENCE ONLY

BLUE GRANITE TILE

INFILLS - ADD OPTION #1

#4's EACH WAY

THICKENED SLAB

AT OBILISKS

#4's EACH WAY AROUND

LIGHT FIXTURE

2" WIDE OVERFLOW

REVEAL/RUSTIC JOINT

FOR WATER DRAINAGE

REFER 02/A-001

CONTRACTORS OPTION TO

THICKEN ENTIRE CONCRETE

FOUNDATION/SLAB (SHOWN DASHED)

CORE INTO

CONCRETE FOR ELEC.

LIGHT TYP.

1 1/8"

LED STRIP LIGHTING ALUMINUM

EXTRUSION INSTALL PER MFGR

INSTRUCTIONS

CONCRETE SIDEWALK

ELECTRICAL CONDUIT

8"8"

CONTROL

JOINT

A-001

ARCH. SITE

PLAN

06/29/2016

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

O K

L A

H O

T

I O

N A

L

G

U A

R D

Y Z

E U

O N

S T

R U

D

E W

A L

K

A

A

R D

D R

I V

E

A

T

H

S

T R

E E

T

W I L

L

R

O G

E R

S

W

O R

R

P O

L

A H

O M

A

C

I T

Y

O

K L A

H O

M A weeks weeks howard

SCALE: 1/4"=1'-0"

MEMORIAL SECTION DETAIL

NORTH

ARCHITECTURAL SITE PLAN

SCALE: 1"=10'-0"

NORTH

ENLARGED MEMORIAL PLAN

SCALE: 3/8"=1'-0"

SCALE: 3/4"=1'-0"

SIDEWALK SECTION DETAIL

NORTH

MEMORIAL PLAN DETAIL

SCALE: 1"=1'-0"

SCALE: 1 1/2"=1'-0"

SIDEWALK DETAIL

ADD OPTIONS SHOWN IN DRAWINGS

OPTION #1 -

36" DIAMETER BRONZE SIDEWALK PLAQUE WITH

AIR NATIONAL GUARD LOGO

12" BRONZE LETTERING - FUTURA BOLD

PEDESTAL MOUNTING 'ALWAYS READY, ALWAYS

THERE'

BLUE GRANITE TILE - POLISHED FINISH AZUL

IMPERIAL QUARTZITE OR EQUAL

OPTION #2 -

AIR GUARD DRIVE SIDEWALK - ON WEST SIDE OF

AIR GUARD DRIVE FROM MAIN GATE TO SW 57TH

STREET REFER C-201

FUNDRAISER ITEMS SHOWN IN DRAWINGS

(NOT FOR BASE BID - SHOWN FOR REFERENCE ONLY)

1. BLACK GRANITE OBILISKS

2. MEMORIAL PLAQUES

3. BENCHES

4. MINUTEMAN STATUE

FUNDRAISER ITEMS SHOWN IN DRAWINGS

(INCLUDED IN BASE BID)

1. BRICK PAVERS - 4x8x2-1/4

APPROXIMATELY 5,000

ENGRAVING TO BE COMPLETED AT A LATER

DATE FOR FUNDRAISING

OPTION #3 -

SWING GATES AND SCREEN WALLS REFER

SHEETS A-003 AND C-301

OPTION #4 -

EISA DRAINAGE REQUIREMENTS REFER SHEET

C-201, includes, but not limited to:

WEIR OUTLET STRUCTURE

FL DITCH

SIDEWALK DRAIN ADJACENT TO MEMORIAL

1'-0"4'-0"

5'-0"

6"4'-0"6"

5'-0"

MINUTEMAN STATUE

- NOT PART OF PROJECT

(SHOWN DASHED)

5'x5' CONCRETE

STATUE BASE

CAST PLAQUE

- NOT PART OF PROJECT

(SHOWN DASHED)

MINUTEMAN STATUE

- NOT PART OF PROJECT

(SHOWN DASHED)

5'x5' CONCRETE

STATUE BASE

ELECTRICAL

ENCLOSURE

REFER ELEC

SOUTH EAST SOUTH WEST

6" 4'-0" 6"

5'-0"

STATUE METAL BASE PLATE

- NOT PART OF PROJECT

(SHOWN DASHED)

5'x5' CONCRETE

STATUE BASE

A

03/A-002

A-002

REFER TO 02 & 03/A-002

FOR CONCRETE

REINFORCMENT

A-002

1'-0"5'-0"1'-0"

7'-0"

8"1'-3"1'-2"1'-3"8"

DASHED LINE OF

FOOTING BELOW

CONCRETE STATUE

BASE

#4 REBAR @ 15" E.W. O.C.

7'-0"

6" 18" 18" 18" 18" 6"

1'-0" 4'-0" 1'-0" 1'-0"

5'-0"

6" 15" 15" 12"

#4 REBAR @ 15" E.W. O.C.

A-002

ARCH.

DETAILS

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IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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NORTH

STATUE BASE PLAN

SCALE: 1/2"=1'-0"

SCALE: 1/2"=1'-0"

STATUE BASE ELEVATION

SCALE: 1/2"=1'-0"

STATUE BASE ELEVATION

NORTH

STATUE BASE REINFORCING

SCALE: 3/4"=1'-0"

SCALE: 3/4"=1'-0"

STATUE BASE SECTION

A

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MASONRY SCREEN

WALL

DOUBLE SWING

BARRIER GATE

4'-6"

33'-2"

4'-6"

2'-6"

35'-3"

2'-6"

40'-3"

42'-2"

02/A-003

02/A-003

03/A-003

4" THICK WIDE

CONCRETE MOW

STRIP

1'-0"

1'-0"

2'-0"

CONCRETE FOOTING

#4 EACH WAY

3"

GROUT FILL

#4 VERTICAL @ 2' O.C.

CAST CONCRETE CAP

8"8" 8"

2'-6"

DOUBLE SWING BARRIER

GATE (SHOWN DASHED)

STANDARD MASONRY

BRICK

4" THICK CONCRETE

MOW STRIP. SLOPE

AWAY FROM WALL

MASONRY SCREEN

WALL

DOUBLE SWING

BARRIER GATE

2'-6"

35'-4"

2'-6"

40'-4"

4'-6"

33'-7"

4'-6"

42'-7"

03/A-003

4" THICK WIDE

CONCRETE MOW

STRIP

CAST CONCRETE CAP

CAST METAL SHIELD AT

NORTH SCREEN WALLS ONLY

STANDARD MASONRY

BRICK

2'-6"

A-003

SWING GATE

DETAILS

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IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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SWING GATE PLAN - OPT. #3

SCALE: 1"=10'-0"

SCALE: 1 1/2"=1'-0"

MASONRY SCREEN WALL DETAIL - OPT. #3

SCALE: 1 1/2"=1'-0"

MASONRY SCREEN WALL ELEV. - OPT. #3

ADD OPTIONS SHOWN IN DRAWINGS

OPTION #1 -

36" DIAMETER BRONZE SIDEWALK PLAQUE WITH

AIR NATIONAL GUARD LOGO

12" BRONZE LETTERING - FUTURA BOLD

PEDESTAL MOUNTING 'ALWAYS READY, ALWAYS

THERE'

BLUE GRANITE TILE - POLISHED FINISH AZUL

IMPERIAL QUARTZITE OR EQUAL

OPTION #2 -

AIR GUARD DRIVE SIDEWALK - ON WEST SIDE OF

AIR GUARD DRIVE FROM MAIN GATE TO SW 57TH

STREET REFER C-201

OPTION #3 -

SWING GATES AND SCREEN WALLS REFER

SHEETS A-003 AND C-301

OPTION #4 -

EISA DRAINAGE REQUIREMENTS REFER SHEET

C-201:

WEIR OUTLET STRUCTURE

FL DITCH

SIDEWALK DRAIN ADJACENT TO MEMORIAL

S.W. 57th STREET

3 x BALL DIA., MIN.

THE ROOTBALL BACKFILL WITH ORIGINAL NATIVE

SOIL. ADD MYCOR TREE SAVER PER MANUFACTURERS

HOLE SHOULD BE AS DEEP AS THE ROOTBALL

AND 3 TIMES AS WIDE AS THE DIAMETER OF

AROUND ALL TREES IN LAWN AREAS. EDGING

TOTALLY. REMOVE AT LEAST THE TOP 1/2 OF

REMOVE ALL WIRES, ROPES AND TAGS

TO EXTEND ABOVE GRADE APPROX. 1" MULCH

INSTALL 6' DIAMETER STEEL EDGING RING

TREE, ONE STRAP PER TREE.

14 GA. BALING WIRE

6' T-POST

TREE OR CUT THE CENTRAL LEADER.

SHREDDED CYPRESS MULCH 4" MIN.

PRUNE BROKEN BRANCHES. DO NOT TOP

FOLD DOWN OR REMOVE TOP 1/3 OF BURLAP

1/4 ROOT BALL ABOVE GRADE

CREATE SOIL SAUCER WITH TOPSOIL 6" MIN.

PULL AWAY FROM TRUNK FOR AERATION

IF NON-BIODEGRADABLE WRAP IS USED, REMOVE

WRAP 2" WEBBING AROUND TRUNK TO SECURE

NATIVE SOIL

ENTIRE AREA WITHIN EDGING AROUND TREE.

WIRE BASKETS FROM ROOT BALL.

SPECIFICATIONS (1-800-421-9051)

EARTH BALL WIDTH

FOR POSITIVE DRAINAGE

NOTE: MOUND PLANTING BEDS

POSTITIVE DRAINAGE

CREATE MOUND FOR

ROOT BALL FOR

WATER TO FILL-IN

EQUALS TWICE THE

PLANTING HOLE WIDTH

ANY VOIDS

EXISTING GRADE

ROOT CROWN 4"-6"ROOT CROWN 4"-6"

RIVER ROCK

ABOVE EXISTING GRADEABOVE EXISTING GRADE

EARTH BALL WIDTH

NOTE: MOUND PLANTING BEDS

FOR POSITIVE DRAINAGE

EXISTING GRADE

PLANTING HOLE WIDTH

WATER TO FILL-IN

ANY VOIDS

EQUALS TWICE THE

ABOVE EXISTING GRADE

RIVER ROCK

ROOT CROWN 4"

L-001

LANDSCAPE

PLAN

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IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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ARCHITECTURAL SITE PLAN

A.

STARTING CONSTRUCTION.

EXISTING ON-SITE MATERIAL PRIOR TO BEGINNING ANY FILL OPERATIONS.

A QUALIFIED SOILS LABORATORY SHALL DETERMINE THE SUITABILITY OF THE

4. COST OF UTILITY REPAIRS SHALL BE IN CONTRACT PRICE AND CONTRACTOR'S

1. VERIFYING LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO

2. COORDINATING UTILITY CONSTRUCTION WITH THE OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR:

3. PROTECTING UTILITIES AND REPAIRING ANY DAMAGE RESULTING FROM

THE LOCATION OF PLANTS SHOWN ON THIS PLAN ARE APPROXIMATE.

NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT APPROVAL OF THE

B.

MULCH ALL TREES AND PLANTING AREAS WITH 3" MINIMUM SHREDDED CYPRESS.C.

D.

E.

ARCHITECT AND THE OWNER.

APPLY NON-SELECTIVE SYSTEMIC HERBICIDE (ROUND-UP OR EQUIVALENT)

TO KILL ALL LIVE PLANT MATERIALS IN BEDS BEFORE PLANTING. APPLY

PRE-EMERGENT HERBICIDE TO BED AREAS AFTER PLANTING.

F.

COORDINATE LAYOUT WITH ARCHITECT AND OWNERS REPRESENTATIVE.

CONTRACTOR SHALL FURNISH A ONE YEAR WARRANTY FOR ALL TREES, SHRUBS,

FURNISH AND INSTALL RIVER ROCK IN ALL BEDS. RIVER ROCK MUST BE A MINIMUM G.

H.

RESPONSIBILITY.

CONTRACTORS OPERATIONS.

PLANTS, AND SOD.

GENERAL LANDSCAPE PLAN NOTES

LANDSCAPE PLAN LEGEND

PLANTING BED - RIVER ROCK

METAL LANDSCAPE EDGING

PINK CREPE MYRTLE

LACEBARK ELM

FLOWERING PYLOX

YAUPON HOLLY

CREEPING JUNIPER

6 TOTAL - 6" CALIPER

2 TOTAL - 6" CALIPER

20 TOTAL

12 TOTAL

3/8”AND NOT TO EXCEED THE MAXIMUM OF 2” IN SIZE. ROCK TO BE CLEAN AND WASHED

WITH NO CLAY OR SOILS . INSTALL OVER WEED VEGETATION BARRIER.

(4 RELOCATED EXISTING)

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ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

JGK

SJH

TJT

NOTE:

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND

CLEARANCES FROM ARCHITECTURAL, STRUCTURAL,

SHOP AND OTHER APPROPRIATE DRAWING OR AT SITE.

LAY OUT AND COORDINATE ALL WORK PRIOR TO

INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR

OPERATION, MAINTENANCE, AND CODES AND VERIFY

NON-INTERFERENCE WITH OTHER WORK. DO NOT

FABRICATE PRIOR TO VERIFICATION OF CLEARANCE FOR

ALL TRADES. READ SPECIFICATIONS.

A Eng ineer ing lv ine

COPYRIGHT 2016

Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine Engineering is prohibited by copyright law.

2016 5376

6/28/16

C.A. NO. 842

EXPIRES 30/JUNE/2018

E-000

ELECTRICAL

SYMBOLS AND

ABBREVIATIONS

ELECTRICAL SYMBOLS

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

SUBSCRIPTS

SUBSCRIPT "E" ADDED TO ANY SYMBOL

INDICATES EXISTING

SUBSCRIPT "PD" ADDED TO ANY FLOOR OUTLET

INDICATES PEDESTAL MOUNTED

SUBSCRIPT "K" ADDED TO ANY SYMBOL

INDICATES KEY OPERATED

SUBSCRIPT "WG" ADDED TO ANY SYMBOL

INDICATES WIRE GUARD

SUBSCRIPT "P" ADDED TO ANY SYMBOL

INDICATES PILOT LIGHT

SUBSCRIPT "AC" ADDED TO ANY SYMBOL INDICATES ABOVE COUNTER. LOCATE CENTER OF DEVICE 4" ABOVE COUNTER SURFACE OR WHERE PRESENT, 4" ABOVE BACKSPLASH.

WHERE INDICATED ADJACENT TO LAVATORY WITHOUT COUNTER, LOCATE CENTER OF DEVICE 8" ABOVE RIM OF LAVATORY.

EP

E

PD

AC

K

WG

P

RT WP

SUBSCRIPT "RT" APPLIED TO ANY SYMBOL

INDICATES RAIN TIGHT NEMA 3R

OR EQUIVALENT

SUBSCRIPT "WP" APPLIED TO ANY SYMBOL

INDICATES WEATHERPROOF NEMA TYPE 4

OR EQUIVALENT

SUBSCRIPT "EP" APPLIED TO ANY SYMBOL

INDICATES EXPLOSION PROOF,

CLASS, GROUP AND DIVISION AS NOTED

BLDG BUILDING

BTUH BRITISH THERMAL UNIT PER HOUR

C CONDUIT

CAB CABINET

CATV CABLE TELEVISION

CCTV CLOSED CIRCUIT TELEVISION

CFM CUBIC FEET PER MINUTE

CL CENTER LINE

CLG CEILING

CLR CLEAR

CRAC

CV CONSTANT VOLUME

DD DOUBLE DUCT

DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DWG DRAWING

EA EXHAUST AIR

EL ELEVATION

EHC ELECTRIC HEATING COIL

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

FA FIRE ALARM

FAA FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FB FLOOR BOX

FL FLOOR

FLA FULL LOAD AMPS

FMG FACTORY MUTUAL GLOBAL

FT FEET

PWR POWER

PVC POLYVINYL CHLORIDE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PRV PRESSURE REGULATING VALVE

PP PATCH PANEL

PNL PANEL

PLBG PLUMBING

PIV POST INDICATOR VALVE

RM ROOM

RH RELATIVE HUMIDITY

REQD REQUIRED

RLFA RELIEF AIR

RA RETURN AIR

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UL UNDERWRITERS LABORATORY

UG UNDERGROUND

(TYP) TYPICAL

TV TELEVISION

TEMP TEMPERATURE

TEL TELEPHONE

TELECOM TELECOMMUNICATIONS

SWGR SWITCHGEAR

SWBD SWITCHBOARD

SW SWITCH

STD STANDARD

SS STAINLESS STEEL

SPECS SPECIFICATIONS

(SIM) SIMILAR

SCH SCHEDULE

SAN SANITARY

SA SUPPLY AIR, SOUND ATTENUATOR

KV KILOVOLT

NC NORMALLY CLOSED

MTG MOUNTING

MTD MOUNTED

MISC MISCELLANEOUS

(MIN) MINIMUM

MECH MECHANICAL

(MAX) MAXIMUM

MA MAKEUP AIR

LTG LIGHTING

LBS POUNDS

LAN LOCAL AREA NETWORK

KW KILOWATT

KVA KILOVOLT AMPERE

OC ON CENTER

OA OUTSIDE AIR

NTS NOT TO SCALE

NOM NOMINAL

NO NORMALLY OPEN

NIC NOT IN CONTRACT

NEC NATIONAL ELECTRICAL CODE

GA GAUGE

J-BOX JUNCTION BOX

HVAC HEATING, VENTILATING

HTG HEATING

HP HORSEPOWER, HEAT PUMP

HGT HEIGHT

GPM GALLONS PER MINUTE

GND GROUND

GFCI

GEN GENERATOR

GALV GALVANIZED

AND AIR CONDITIONING

ELEC ELECTRICAL

DIA

CPVC

CT COOLING TOWER, CABLE TRAY

DX DIRECT EXPANSION

EPO EMERGENCY POWER OFF

F FIRE WATER

FCO FLOOR CLEAN OUT

FDC FIRE DEPARTMENT CONNECTION

FHC FIRE HOSE CABINET

FURN FURNISHED

FW FILTERED WATER

G GAS

GC GENERAL CONTRACTOR

HW HOT WATER

HWC HOT WATER CIRCULATING

MAU MAKEUP AIR UNIT

MBH 1000 BTU/HOUR

MXA MIXED AIR

NPW NON-POTABLE WATER

PS PLASTER SINK

PTAC PACKAGED TERMINAL AIR CONDITIONER

RO REVERSE OSMOSIS WATER

RPBFP REDUCED PRESSURE BACKFLOW

SCW SOFT COLD WATER

SM SPRINKLER MAIN, SINGLE MODE

SSS SURGEON SCRUB SINK

SSD SUB SOIL DRAIN

ST STORM

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS'

T TRANSFORMER

BICSI BUILDING INDUSTRY CONSULTING

BTU BRITISH THERMAL UNIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CM COMMUNICATIONS CABLE

CMP COMMUNICATIONS PLENUM CABLE

CMR COMMUNICATIONS RISER CABLE

COAX COAXIAL CABLE

EMD ESTIMATED MAXIMUM DEMAND

EMI ELECTROMAGNETIC INTERFERENCE

ER EQUIPMENT ROOM

FO FIBER OPTIC

FP FIBER PANEL

PB PULLBOX

PERP PERPENDICULAR

PBX PRIVATE BRANCH EXCHANGE

RGS RIGID GALVANIZED STEEL

TR TELECOMMUNICATIONS ROOM

TMGB TELECOMMUNICATIONS MAIN

TGB TELECOMMUNICATIONS

TBB TELECOMMUNICATIONS

T-1 TRUNK LEVEL 1

STP SHIELDED TWISTED PAIR

OUTLET ASSEMBLY

MM MULTIMODE

MLO MAIN LUGS ONLY

MDF MAIN DISTRIBUTION FRAME

MC MAIN CROSS CONNECT

MATV MASTER ANTENNA TELEVISION

OSP OUTSIDE PLANT

KCMIL THOUSAND CIRCULAR MILS

ISP INSIDE PLANT

HZ HERTZ

GEC GROUNDING ELECTRODE CONDUCTOR

SERVICE INTERNATIONAL

MUTOA MULTI USER TELECOMMUNICATIONS

GROUNDING BUSBAR

GROUNDING BUSBAR

TBBIBC TELECOMMUNICATIONS BONDING

CFH CUBIC FEET PER HOUR

SHW SOFT HOT WATER

TTB TELEPHONE TERMINAL BOARD

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MOA MINIMUM OUTDOOR AIR

EOA ECONOMIZER OUTDOOR AIR

IE INVERT ELEVATION

IDF INTERMEDIATE DISTRIBUTION FRAME

IC INTERCOM

BACKBONE INTERCONNECTING

PREVENTER

NATIONAL ASSOCIATION

BONDING BACKBONE

BONDING CONDUCTOR

A

AC

ACEG

AHJ

APPROX

ASHRAE

ATS

AUX

AV

AVI

AW

AWG

BFP

AMP

ALTERNATING CURRENT

AC EQUIPMENT GROUND

AUTHORITY HAVING JURISDICTION

APPROXIMATELY

AMERICAN SOCIETY OF HEATING,

REFRIGERATING AND

AIR-CONDITIONING ENGINEERS

AUTOMATIC TRANSFER SWITCH

AUXILIARY

ACID VENT, AUDIOVISUAL

ACID WASTE

AMERICAN WIRE GAUGE

BACKFLOW PREVENTER

UTILITY SINK

UNSHIELDED TWISTED PAIR

VOLT, VENT

VOLUME DAMPER

VERTICAL

VARIABLE…