c:users alvarez.in2documents1905 bisd misc fencing r1...birdville isd misc fencing birdville isd...

OWNER / PROJ. MAN.

BIRDVILLE ISDCONAN MATHSON6119 E BELKNAP STREETHALTOM CITY, TX 76117817-547-5858 P

ARCHITECT

IN2 ARCHITECTURE & PBK ARCHITECTS12222 MERIT DRIVESUITE 1140DALLAS, TX 75251972-427-1222

B O A R D O F T R U S T E E S

MR. RICHARD DAVISMR. RALPH KUNKELMR. JACK MCCARTYMR. JOE TOLBERTMR. KELVIN DILKSMS. WHITNEY HARDINGMR. KRIS DREES

PRESIDENTVICE PRESIDENTSECRETARYTRUSTEETRUSTEETRUSTEETRUSTEE

MEPT

LEAF ENGINEERS14001 DALLAS PARKWAYSUITE 400DALLAS, TX 75240214-442-5808 P972-233-1373 F

BIRDVILLE ISD MISC FENCING

BIRDVILLE ISD

05/21/2019

PLAN &TRUE

NORTH1 ACADEMY OF C.F. THOMAS ELEMENTARY SCHOOL

8200 O BRIAN WAY, NORTH RICHLAND HILLSTX 76137

LEGEND

1

113

10

2

4

5

69

7 9

2 JACK C. BINION ELEMENTARY SCHOOL7400 GLENVIEW DR., RICHLAND HILLSTX 76180

3 BIRDVILLE HIGH SCHOOL9100 MID CITIES BLVD, NORTH RICHLAND HILLSTX 76180

4 BISD TRANSPORTATION OFFICE6205 BROADWAY AVE, FORT WORTHTX 76117

5 BISD BUFFALO RIDGE PROPERTYFOSSIL RIDGE CIR., HALTOM CITYTX 76137

6 GRACE E. HARDEMAN ELEMENTARY SCHOOL6100 WHISPERING LN, WATANUGATX 76148

7 O.H. STOWE ELEMENTARY SCHOOL4201 RITA LN., HALTOM CITYTX 76117

8 MULLENDORE ELEMENTARY SCHOOL4100 FLORY ST., NORTH RICHLAND HILLSTX 76180

9 JOHN D. SPICER ELEMENTARY SCHOOL4300 ESTES PARK RD., HALTOM CITYTX 76137

10 RICHLAND HIGH SCHOOL5201 HOLIDAY LN., NORTH RICHLAND HILLSTX 76180

11 WALKER CREEK ELEMENTARY SCHOOL8780 BRIDGE ST., NORTH RICHLAND HILLSTX 76180

SHEET NUMBER

SHEET DISCIPLINE TYPEDISCIPLINE

A2.01A

SEQUENCE (.01 - .99......etc.)

BUILDING AREA

0 GENERAL1 SITE2 FLOOR PLANS (Note: Flip Sheets are Schedules)3 ROOF4 ENLARGED PLANS5 PLAN DETAILS6 ELEVATIONS (Exterior and Interior)7 PARTITION TYPES, WALL SECTIONS8 CASEWORK, MILLWORK9 DOORS, WINDOWS, FRAMES10 CEILINGS

G GENERALC CIVILL LANDSCAPECA SPORTSS STRUCTURALD DEMOLITIONA ARCHITECTURALM MECHANICALE ELECTRICALP PLUMBINGT TECHNOLOGYFS FOOD SERVICEAV ACOUSTICALTH THEATRICAL

TOP RAIL

HEAVY DUTY CATCH WITH PADLOCK

2"x 9 GA. GALV. CHAINLINK FABRIC, VINYL COATED U.N.O.

TRUSS ROD WITH TURNBUCKLES

PLUNGER BAR

BOTTOM RAIL

CONC FOOTING BY FENCE MANUF

GATE FRAME

GATE POSTS

RE: P

LAN

TYP.

3'-0"

.3"

.

REF TO PLANGATE

INTERMEDIATE RAIL

TOP RAIL

ADJUSTABLE MOUNTING PLATE (2 PIECES). POWDER COATED FINISH OVER ELECTRO-GALVANIZED STEEL PLATE, 16 GAUGE, BLACK

BOTTOM RAIL

CONC FOOTING BY FENCE MANUF

GATE FRAME

GATE POSTS

RE: P

LAN

TYP.

3'-0"

.3"

.

4'-0" MINGATE

2"x 9 GA. GALV. CHAINLINK FABRIC, VINYL COATED U.N.O.

INTERMEDIATE RAIL

PANIC HARDWARE

ADJUSTABLE RECEIVER BRACKET, BLACK

CLOSER

EXPANDED METAL

18" MIN

METAL HEADER PLATE FOR CLOSER MOUNTS

EXPANDED METAL

TOP RAIL

CORNER OR END POSTS

LINEPOSTS

2"x 9 GA. GALV. CHAINLINK FABRIC, VINYL COATED, U.N.O.

FINISH GRADECONC FOOTING BY

FENCE MANUF.

BOTTOM RAIL

RE: P

LAN

3'-0"

TYP

.

3".

MAX.10'-0" O.C.

INTERMEDIATE RAIL

CONC. FOOTING. AS DIRECTED BY FENCE MANUFACTURER RE: SITE PLAN FOR LOCATION

CONCRETE SITE PAVINGRE: CIVIL

EXPANSION JOINT FILLER, TYP.

GROUT, FILL AND SLOPE

DRAINAGE HOLE

4X4 FENCE POST, TYP.

EXITREVERSE SIDE OF DOOR A

STEEL GATE FRAME

3/4" SQ. X 18 GASTEEL PICKETS

CLOSER

MITER GATE FRAME

4" x 4" POST AT EACH SIDE OF GATE

HINGE, TYP. OF 4

PEFORATED METAL PANEL - FULL HT.

PANIC HARDWARE

GATE FRAME/ KICK PLATE - BOTTOM 10"

SHALL BE SMOOTH

FINISHED GRADE

CONCRETE FOOTINGRE: STRUCTURAL

CL

1/8" GALV STL PLATE AT KEY OPERATION, SEE DTL

SEE SITE PLAN4'-0" MIN. - 5'-0" MAX.

3' - 0

"

7"

3" M

AX.

2" M

IN.

10"3 7/8"

CARD READER COORD. W/ ELEC. MATCH DISTRICT STANDARD

**NOTE: EXTEND EXPANDED MTL PANEL 24" BEYOND ENDS OF GATE FOR FULL HEIGHT HARDWARE TO BE PROVIDED BY ORNAMENTAL FENCING SUBCONTRACTOR. CARDREADER BY SECURITY SUBCONTRACTOR

7'-0"

MIN

EXPANDED METAL

18" MIN

BLACK VYNIL CHAINLINK FENCE

18" MIN

EXPANDED METAL ONLY AT SPECIFIC

GATES. REF., PLANS .

CONC. FOOTING. AS DIRECTED BY FENCE MANUFACTURER RE: SITE PLAN FOR LOCATION

GALV. MIDDLE AND TOPRAILS CONT.

GALV. 3" O.D. PIPECOLUMNS (TYP)

PAVING OR NATURALGRADE RE: CIVIL

3" M

IN3'-

0" M

INAS

NOT

ED O

N PL

AN

MIN.6"

3'-0"

3'-0"

6"6"

ROUNDED CONCRETE CAP

REFLECTIVE STRIPED WARNING TAPE

6.625" O.D. SCHEDULE40 GALVANIZED STEEL

1/2" FIBER EXP. JOINT FILLER ALL AROUND, CAP W/ SEALANT

4 -#6 DIA. ANCHOR TOP AND BOTTOM

18" DIA. CONCRETE FOOTING, RE: SITE PLAN FOR LOCATION

REF.

PLA

NOPEN

NOTES:

1. TRACK GUIDES, SUPPORTS, ETC. BY ORNAMENTAL GATE CONTRACTOR2. 4" MAX SPACING BETWEEN VERT PICKETS3. AUTOMATED OPENER PER BISD APPROVED MANUFACTURER LIST.

REVIEW WITH OWNER PRIOR TO INSTALLATION.

REFER TO PLAN FOR OPENING WIDTH

EXIT

REVERSE SIDE OF DOORA

STEEL GATE FRAME

3/4" SQ. X 18 GA STEEL PICKETS

CLOSER. EXTEND GATE TOP PLATE AS REQUIRED TO SUPPORT CLOSER.

MITER GATE FRAME

4" x 4" POST AT EACH SIDE OF GATE

HINGE, TYP. OF 4

PEFORATED METAL PANEL - FULL HT. CONTINUE ON FENCE AT EITHER SIDE OF GATE FOR 3'-0".

PANIC HARDWARE, MATCH DISTRICT STANDARD

GATE FRAME/ KICK PLATE -BOTTOM 10" SHALL BE SMOOTH

STEEL RAIL TOP & BOTTOM

FINISHED GRADE

CONCRETE FOOTING

CL

1/8" GALV STL PLATE AT KEY OPERATION, SEE DTL

SEE SITE PLAN3'-0" MIN. - 4'-0" MAX.

3'-0"

7"

3" M

AX.

2" M

IN.

1'-0" 3 15/16"

CARD READER, MATCH DISTRICT STANDARD

**NOTE: EXTEND EXPANDED MTL PANEL 36" BEYOND ENDS OF GATE FOR FULL HEIGHT HARDWARE TO BE PROVIDED BY ORNAMENTAL FENCING SUBCONTRACTOR. CARDREADER BY SECURITY SUBCONTRACTOR

7'-0"

MIN

7'-0"

MIN

4"

HORIZ. STEEL MEMBERS

POSTS

INTERMEDIATE MEMBERS

℄ ℄16'-0"

℄8'-0" 8'-0"

VARI

ES

Other

Architect

MEPT

ARCHITECT IN2 Architecture | PBK

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit Drive, Suite 1140Dallas, TX 75251972.427.1222 P

in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:

14001 Dallas Parkway, Suite 400Dallas, TX 75240

214-442-5808 P 972-233-1373 FTX Firm: F-18672

LEAFE N G I N E E R S

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G0.01

INDEX, DRAWINGCONVENTIONS,

LOCATION MAP &DETAILS

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RSS. ROD STOCK AND SEALANT

S.C. SEALED CONCRETES.D. SOAP DISPENSERS.N.D. SANITARY NAPKIN DISPOSALSCHED SCHEDULESCPL SOLID CORE PLASTIC LAMINATESECT SECTIONSHT SHEETSIM SIMILARSPC SPECIAL COATING SYSTEMSPEC SPECIFICATION (S)SQ. SQUARESS / SS. STL. STAINLESS STEELSTL STEELSTRUC / STRUCT STRUCTURALSUSP SUSPENDEDSVDF SHEET VINYL DANCE FLOORINGSVF SHEET VINYL FLOORING

T.A.S. TEXAS ACCESSIBLITY STANDARDS (2012)T.B. TACK BOARDT.D.R. TOWEL DISPENSER AND RECEPTACLT.O. TOP OFT.O.B. TOP OF (WOOD) BLOCKINGT.O.M. TOP OF MASONRYT.O.P. TOP OF PARAPETT.O.S. TOP OF STEELT.T.D. TOILET TISSUE DISPENSERTEL TELEPHONETERR TERRAZZOTHK THICK (NESS)TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISEUR. URINAL

V VENTV.C.T. VINYL COMPOSITION TILEV.I.F. VERIFY IN FIELDVENT. VENTILATING, VENTILATEDVER. VERIFYVERT. VERTICALVGB (PREFINISHED) VINYL CLAD GYPSUM BOARDVWC VINYL WALL COVERING

W WASHING MACHINEW.P. WATER PROOFINGW.S. WEATHERSTRIPW.W. WATER WELLW.W.F. WELDED WIRE FABRICW.W.M. WOVEN WIRE MESHW/ WITHWC WATER CLOSETWD WOODWDW WINDOWWT WEIGHT

MEM MEMBRANEMEM. WP. MEMBRANE WATERPROOFINGMEP MECHANICAL, ELECTRICAL, PLUMBINGMEPT MECHANICAL, ELECTRICAL, PLUMBING,

TECHNOLOGYMEZZ. MEZZANINEMFR. / MANUF. MANUFACTURE (R)MH. MANHOLEMIN. MINIMUMMISC. MISCELLANEOUSMOD MODULARMTL METALMTP. METAL TOILET PARTITION

N.D. NAPKIN DISPOSALN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEN.V. NAPKIN VENDORNO. NUMBERNOM. NOMINAL

O.C. ON CENTER (S)O.C.E.W. ON CENTER EACH WAYO.D. OUTSIDE DIAMETERO.F.C.I. OWNER FURNISHED, CONTRACTOR INSTALLEDO.H. OPPOSITE HANDOPNG. OPENINGOPP. OPPOSITE

P. LAM. / PLAM PLASTIC LAMINATEP.C. PRECASTP.H. PAPER HOLDERP.L. PROPERTY LINEP.P. POWER POLEP.W.B. PREFINISHED WALL BOARDPL. PLATEPLUMB. PLUMBINGPLYWD. PLYWOODPOL. POLISHEDPR. PAIRPREFIN. PRE-FINISHEDPT PRESSURE-TREATEDPT. POINTPTD. PAINTED

Q.T. QUARRY TILE

R / RAD RADIUSRCP REFLECTED CEILING PLANRD ROOF DRAINRE. , REF. REFER TO / REFERENCE / SEERECP. RECEPTACLEREINF. REINFORCE (D), (ING)REQ'D. REQUIREDRES. RESILIENTREV. REVISION (S), REVISEDRF RECREATIONAL RESILIENT FLOORINGRPG. RELOCATABLE PAINTED GYPSUM BOARD

EL. ELEVATION (HEIGHT)ELEC. ELECTRICALELECT. ELECTRICALELEV ELEVATION (DRAWING)EQUIP EQUIPMENTEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

F.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.H.C. FIRE HOSE CABINETFB. FACE BRICKFD. FLOOR DRAINFIN. FINISH (ED)FIXT. FIXTUREFLR. FLOOR (ING)FLSHG. FLASHINGFLUOR FLUORESCENTFRP FIBER REINFORCED PLASTIC

G.B. GRAB BARG.I. GALVANIZED IRONGA. GAUGEGALV. GALVANIZEDGCMU GLAZED CONCRETE MASONRY UNITGEN. GENERALGEN. GENERALGL. GLASS / GLAZINGGL. GLASSGR. GRADEGTP. GLAZED TILE PAVERGYP. GYPSUM DRYWALL

H.W. HOT WATERHM HOLLOW METAL FRAMEHORIZ. HORIZONTALHT. HEIGHT

I.D. INSIDE DIAMETERI.P.S. IRON PIPE SIZEINSUL INSULATE (ED), (ION)INT. INTERIOR

JT. JOINT

L.P. LIGHT POLELAM. LAMINATE (D)LAV. LAVATORYLT. LIGHTLT. WT. LIGHTWEIGHT

M.O. MASONRY OPENINGMAS. MASONRYMATL. MATERIAL (S)MAX. MAXIMUMMB. MARKER BOARDMECH. MECHANICAL

A.D. AREA DRAINA.D.A. AMERICANS WITH DISABILITIES ACTA.D.A. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGNA.D.A.A.G. AMERICANS WITH DISABILITIES ACT ACCESSIBILITY

GUIDELINESA.F.F. ABOVE FINISH FLOORA.F.G. ABOVE FINISH GRADEA.H.J. ATHORITY HAVING JURISDICTIONA/C AIR CONDITIONINGACC. ACCESSIBLE, ACCESSIBILITYACP. ACOUSTICAL PANELACT. ACOUSTICAL TILEADJ. ABADJUSTABLEALT. ALTERNATEALUM. ALUMINUMASPH. ASPHALTے ANGLE

B.O.D. BOTTOM OF DECKB.U.R. BUILT-UP ROOFBD. BOARDBLDG. BUILDINGBLK. BLOCKBM. BEAM

C CHANNELC.J. CONTROL JOINTC.M.U. CONCRETE MASONRY UNITC.W. COLD WATERCAB, CABT CABINETCFMF COLD-FORMED METAL FRAMINGCFSF COLD-FORMED STEEL FRAMINGCL CENTERLINECLG. CEILINGCLR CLEARCOL. COLUMNCOMP. COMPRESSIBLECONC. CONCRETECOND. CONDITIONCONT. CONTINUOUSCORR. CORRIDORCPT. CARPET (ED)CT. CERAMIC TILECTSK. COUNTER SINK

D DRYERD.F. DRINKING FOUNTAIND.P. DAMPPROOFINGD.S. DOWN SPOUTDIA. DIAMETERDIM. DIMENSIONDTL. DETAILDWG. DRAWING

E.J. EXPANSION JOINTE.Q. EQUALEA. EACHEDF ELECTRIC DRINKING FOUNTAIN

ARCHITECTURALA1.1 ACADEMY OF C.F. THOMAS ES SITE PLAN & PLANA2.1 BINION ES SITE PLAN & PLANA3.1 BIRDVILLE HS SITE PLAN & PLANA4.1 BISD TRANSPORTATION SITE PLAN & PLANA5.1 BUFFALO RIDGE PROPERTY SITE PLAN & PLANA6.1 HARDEMAN ES SITE PLAN & PLANA7.1 SPICER ES SITE PLAN & PLANA8.1 MULLENDORE ES SITE PLAN & PLANA9.1 O.H. STOWE ES SITE PLAN & PLANA10.1 RICHLAND HS SITE PLAN & PLANA11.1 WALKER CREEK ES SITE PLAN & PLAN

GENERALG0.00 COVER SHEETG0.01 INDEX, DRAWING CONVENTIONS, LOCATION MAP &

DETAILS

ABBREVIATIONS DRAWING INDEX SITE LOCATION MAP

TECHNOLOGYT1.01 TECHNOLOGY PLANS

1 1/2" = 1'-0"4 CHAINLINK FENCE - DOUBLE DOOR1 1/2" = 1'-0"2 CHAINLINK FENCE - SINGLE DOOR

1 1/2" = 1'-0"11 CHAINLINK FENCE DETAIL @ CORNER

3/4" = 1'-0"5 ORNAMENTAL FENCE - POST

1/2" = 1'-0"8 ORNAMENTAL FENCE - SINGLE DOOR

1/2" = 1'-0"6 CHAINLINK FENCE - POST

1/2" = 1'-0"12 GUARD POST/ BOLLARD

3/4" = 1'-0"17 AUTOMATED SLIDING GATE

1/2" = 1'-0"10 ORNAMENTAL FENCE - DOUBLE DOOR

1/4" = 1'-0"18 ORNAMENTAL FENCE DETAIL

SITE DETAILS, FENCING AND SITE GATES

SHEET NUMBERING

No. Description Date

FENCING, WROUGHT IRON

FENCING, BLACK, VINYL-COATED CHAINLINK

CONCRETE, CAST IN PLACE

MATERIALS LEGEND

DEMOLITION SCOPE

FENCING, EXISTING TO REMAIN

EXISTING BUIDINGS TO REMAIN

GENERAL NOTES1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE

PRECEDENCE, CONTACT ARCH IF CLARIFICATION IS NECESSARY IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS

2. DRAWINGS NOTED AS "N.T.S" OR "NTS" ARE NOT TO SCALE

3. ALL DIMENSIONS ARE TO STRUCTURAL COLUMN LINES OR THE SURFACE OF PARTITION ASSEMBLY U.N.O.

4. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITION BEFORE COMMENCING WORK. NOTIFY ARCH. OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORK

5. NOTES OR DIMENSIONS NOTED AS "TYPICAL" OR "TYP." OR "TYP" SHALL APPLY TO CONDITIONS THAT ARE THE SAME OR SIMILAR

6. DIMENSIONS NOTED AS "FIELD VERIFY" OR "V.I.F." OR "VIF" SHALL BE MEASURED AND CONFIRMED AT THE PROJECT SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCH. BEFORE INCORPORATING INTO THE WORK

7. REFER TO OTHER DISCIPLINE DOCUMENTS FOR ADDITIONAL SCOPE OF WORK

17' - 9" ± 12' - 8" ± 10' - 8" ±

V.I.F

.

2' - 3

"

GATE

4' - 0

"

V.I.F

.

2' - 3

" ±15

' - 0"

±8'

- 0" ±

8' - 0

" ±

NEW 7'-0" TALL ORNAMENTAL SINGLE MAN GATE WITH PANIC HARDWARE.REF.,

EXISTING PAVEMENT TO REMAIN. PROTECT DURING CONSTRUCTION. NEW ORNAMENTAL FENCE ON TOP OF EXISTING 3'-5" ± TALL

MASONRY LOW WALLS. NEW FENCE TO ALIGN WITH HEIGHT OF GATE AND SURROUNDING ORNAMENTAL FENCE. TOTAL HEIGHT OF 7'-0" ± REF.,

EXISTING 3'-5"± TALL BRICK WALL TO REMAIN. PROTECT DURING CONSTRUCTION. PATCH AND REPAIR AS NEEDED PER NEW ORNAMENTAL FENCE.

NEW ORNAMENTAL FENCE ON TOP OF EXISTING 3'-5" ± TALL MASONRY LOW WALLS. NEW FENCE TO ALIGN WITH HEIGHT OF GATE AND SURROUNDING ORNAMENTAL FENCE. TOTAL HEIGHT OF 7'-0" ± REF.,

/8 G0.01

/18 G0.01

/18 G0.01

V.I.F

. ALL

DIM

ENSI

ONS

V.I.F. ALL DIMENSIONS

A1.115

A1.1

28

A1.1

30

NEW 7'-0" TALL ORNAMENTAL FENCE AT EACH SIDE OF NEW GATE.REF., /18 G0.01

O BRIAN WAY PLAN &TRUE

NORTH

EMERALD HILLS WAY

NEW

MAN

DR

8'-6"± FROM WALL TO WALLV.I.F.

3'-5"± TALLT.O. WALL

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


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A1.1

ACADEMY OF C.F.THOMAS ES SITE

PLAN & PLAN

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1/4" = 1'-0"3 ACADEMY OF C.F. THOMAS ES - PLANNOT TO SCALE6 ACADEMY OF C.F. THOMAS ES - SITE PLAN

NOT TO SCALE30 ACADEMY CF THOMAS ES - EXISTING WALLNOT TO SCALE28 ACADEMY CF THOMAS ES

NOT TO SCALE15 ACADEMY CF THOMAS ES - EXISTING GATE

NOT TO SCALE27 ACADEMY CF THOMAS ES


PLAN &TRUE

NORTH

GLENVIEW DR

NO

RTO

N D

RN

ORT

ON

DR

A2.1

30

RAM

P W

IDTH

. V.I .

F.4'

- 0" ±

CUR

RENT

V.I.F.

PER EXISTING CONDITIONS

GATE

V.I.

F.

4' - 4

"

PLAN &TRUE

NORTH

EXISTING 71" TALL CHAINLINK FENCE TO REMAIN.

EXISTING 71" TALL CHAINLINK FENCE TO REMAIN.

REMOVE EXISTING GATE AND RETURN TO OWNER. REPLACE WITH NEW 7'-0" TALL ORNAMENTAL SINGLE MAN GATE WITH PANIC HARDWARE. GATE TO HAVE EXPANDED METAL AT BOTH SIDES. MATCH EXISTING GATE AND FENCE FINISH COLOR.

NEW

CUR

B LO

CATI

ON

5' - 0

"

EXTE

NSIO

N/RE

LOCA

TION

OF

CURB

1' - 0

" ±

REMOVE AND RELOCATE CONCRETE CURB TO ALLOW GATE TO OPEN 90 DEGREES. RELOCATE CONCRETE CURB BEHIND GATE. EXTEND CONCRETE RAMP PAST GATE BY 1'-0"± V.I.F.REF., FOR CURB DETAIL

EXISTING GATE TO REMAIN.

SIGNAGE TO RELOCATE AS NEEDED PER NEW CURB LOCATION. PROTECT SIGNAGE DURING CONSTRUCTION

ANGLE CURB TOWARDS NEW CONCRETE CURB LOCATION. ANGLE VARIES, V.I.F.

V.I.F.

VARIES PER ANGLE

V.I.F.

7' - 6"

/29 A2.1

EXPANDED METAL AT EACH SIDE OF NEW GATE

29

A2.1

SIM

GENERAL DEMOLITION NOTES1. CONTRACTOR SHALL VERIFY EXISTING SITE AND BUILDING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO

DEMOLITION ACTIVITIES AND WORK.2. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING.3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE COMMENCING WORK.4. AFTER AWARD OF THE CONTRACT, CHANGE ORDER REQUESTS FOR ADDITIONAL MONEY WILL NOT BE APPROVED IF

THE WORK COULD HAVE BEEN ANTICIPATED DURING A SITE VISIT BY THE CONTRACTOR.5. CONTRACTOR SHALL NOT SCALE DRAWINGS.6. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO DEMOLITION ACTIVITIES AND

WORK.7. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS REGULARLY AS NECESSARY TO ELIMINATED INTERFERENCE WITH

ROADS, STREET, WALKS, AND ALL OTHER ADJACENT FACILITIES.8. DEMOLITION ACTIVITIES SHALL BE PERFORMED SO AS TO PRODUCE MINIMAL DISTURBANCE TO EXISTING FACILITY

AND OCCUPANTS (I.E. MINIMIZE EXCESSIVE AND PROLONGED NOISE LEVELS AND DUST).9. CONTRACTOR SHALL REPAIR, REPLACE, OR PATCH EXISTING BUILDINGS, DRIVEWAYS, SIDEWALKS, CANOPIES, AND

OR PARKING AREAS DAMAGED, MODIFIED, AND OR DISTURBED BY DEMOLITION WORK AT NO COST TO THE OWNER.10. DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING

JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

11. PROTECT EXISTING SITE ELEMENTS AND EXISTING LANDSCAPING TO REMAIN. PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO EXISTING TREES AND OTHER EXISTING VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIAL OR EXCAVATED MATERIAL WITHIN DRIP LINES.

12. OWNER HAS RIGHT OF FIRST REFUSAL OF ALL ITEMS REMOVED AS PART OF THE SCOPE OF WORK, WHETHER IDENTIFIED AS SALVAGE OR NOT.












MATERIALS LEGEND

DEMOLITION SCOPE



REMOVE EXSITING GATE. REPLACE WITH 7'-0" TALL ORNAMETAL GATE

HINGE LOCATION WITH NEW GATE

71 1

/2" T

ALL

EXIS

TING

GAT

E

RELOCATED CURB TO EXTEND 1'-0" BEHIND GATE TO ALLOW FOR A 90 DEGREE DOOR SWING

1'-0" CURBV.I.F.

EXTEND CONCRETE PAVEMENT PER NEW CURB LOCATION. MATCH FINISH OF EXISTING CONCRETE PAVEMENT.

EXISTING CONCRETE PAVEMENT AND RAMP. PROTECT DURING

CONSTRUCTION.

DEMOLISH EXISTING CURB.INSTALL NEW CURB 1'-0"± PAST GATE.IN ORDER FOR THE GATE TO OPEN 90 DEGREES

MONOLITHIC 6" CONC. CURB REINF. WITH 2-#4 CONT.

3" R

1 1/2" R

#4 @ 18" O.C.E.W. (TYP)

SOIL-6" PORTLAND CEMENT SUBGRADE TREATMENT

1'-0"

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

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0 AM

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A2.1

BINION ES SITEPLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

ecke

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BISD

Misc

Fen

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NOT TO SCALE6 JACK C. BINION ES - SITE PLANNOT TO SCALE3 JACK C. BINION ES - PLAN

NOT TO SCALE15 JACK C. BINION ES - RAMP AND GATE

NOT TO SCALE30 JACK C. BINION ES - GATE

NOT TO SCALE13 JACK C. BINION ES - RAMP

3/4" = 1'-0"29 CONCRETE CURB DETAIL





MATERIALS LEGEND

DEMOLITION SCOPE





















MID CITIES BLVD

HAW

K A

VE

EXIS

TING

SID

EWAL

K

5' - 0

" ±

EQEQ

EXISTING PAVEMENT TO REMAIN. PROTECT DURING CONSTRUCTION.

4'-0"

± C

HAIN

LIN

K IN

FILL

NEW CONCRETE FILLED METAL BOLLARD. REF., /12 G0.01

DEMOLISH EXISTING METAL POST. PATCH AND REPAIR PAVEMENT. MATCH PAVING FINISH COLOR TO EXISTING SIDEWALK

NEW 5'-0" TALL GALVANIZED CHAINLINK FENCE INFILL WITH NEW END POST. NEW FENCE TO MEET EXISTING FENCE. MATCH FINISH WITH EXISTING FENCE.REF.,

EXISTING GALVANIZED CHAINLINK FENCE TO REMAIN. PROTECT DURING CONSTRUCTION.

/11 G0.01

EQ EQ

5'-0" WIDE SIDEWALK

G0.0112

Sim

5'-0" TALL GALVANIZED CHAINLINK FENCE WITH

NEW POST

4'-0" ± NEW CHAINLINK FENCE INFILL

V.I.F.

REMOVE EXISTING METAL POST. PATCH AND REPAIR GROUND AS NEEDED.

G0.0111

SIM

EXISTING GALVANIZED CHAINLINK FENCE TO REMAIN

V.I.F.

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

53:3

0 AM

Z:\_

Proj

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A3.1

BIRDVILLE HS SITEPLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

ecke

r

BISD

Misc

Fen

cing

NOT TO SCALE6 BIRDVILLE HS - SITE PLANNOT TO SCALE3 BIRDVILLE HS - PLAN

NOT TO SCALE15 BIRDVILLE HS - FENCE ELEVATION


WIL

LOW

CRES

T DR

BROADWAY AVE

REMOVE EXISTING GATE. REPLACE WITH NEW 28'-0' WIDE SLIDING AUTOMATED VEHICULAR GATE. RE.,

ALTERNATE #1: REMOVE AND REPLACE ALL EXISTING 6'-0" TALL CHAINLINK FENCE WITH NEW 6'-0" TALL VINYL-COATED CHAINLINK FENCE. REF.,

V.I.F.132' - 0" ±

V.I.F.139' - 0" ±

V.I.F

.

73' -

10" ±

V.I.F

.

74' -

5" ±

V.I.F

.

28' -

0" ±

OPE

NING

/17 G0.01

/11 G0.01

ALTERNATE #1: REMOVE AND REPLACE ALL EXISTING 6'-0" TALL CHAINLINK FENCE WITH NEW 6'-0" TALL VINYL-COATED CHAINLINK FENCE. REF., /11 G0.01

EXISTING 6'-0" TALL CHAINLINK FENCE TO REMAIN UNLESS ALTERNATE #1 IS CHOSEN. PROTECT DURING CONSTRUCTION.



EXISTING 6'-0" TALL CHAINLINK GATE TO REMAIN

GATE

4' - 0

"

A4.1 30












MATERIALS LEGEND

DEMOLITION SCOPE













CURRENT GATE OPENING OF 28'-0"

REMOVE AND REPLACE SLIDING GATE WITH NEW CHAINLINK GATE

ALTERNATE #1: REMOVE AND REPLACE ALL EXISTING 6'-0" TALL CHAINLINK FENCE WITH NEW 6'-0" TALL VINYL-COATED CHAINLINK FENCE.

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

53:3

2 AM

Z:\_

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A4.1

BISDTRANSPORTATIONSITE PLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

ecke

r

BISD

Misc

Fen

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NOT TO SCALE6 BISD TRANSPORTATION - PLAN

NOT TO SCALE30 BISD TRANSPORATION - GATE


30' - 0"

30' -

0"

7' - 1 1/2"

CHAIN LINK DBL GATE

16' - 0"

7' - 1 1/2"

PLAN &TRUE

NORTH

NEW 7'-0" HIGH VINYL-COATED CHAINLINK FENCE. COORDINATE LOCATION WITH OWNER.REF.,

NEW 7'-0" HIGH VINYL-COATED CHAINLINK FENCE. COORDINATE LOCATION WITH OWNER.REF.,

/11 G0.01

/11 G0.01

NEW 16'-0" WIDE VINYL-COATED CHAINLINK DOUBLE GATE AT 7'-0" TALLREF., /4 G0.01












MATERIALS LEGEND

DEMOLITION SCOPE



FOSSIL RIDGE CIR

FOSSIL CREEK BLVD

PARK

WO

OD

TRAI

L

OAK

MO

NT

LN

PLAN &TRUE

NORTH

COORDINATE LOCATION WITH OWNER

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

53:3

4 AM

Z:\_

Proj

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5 BI

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A5.1

BUFFALO RIDGEPROPERTY SITE

PLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

ecke

r

BISD

Misc

Fen

cing

NOT TO SCALE3 BISD BUFFALO RIDGE PROPERTY - PLANNOT TO SCALE6 BISD BUFFALO RIDGE PROPERTY - SITE PLAN


PLAN &TRUE

NORTH

REMOVE EXISTING GATE. REPLACE WITH NEW 7'-0" TALL DOUBLE MAN GATE IN ORNAMENTAL FECING MATERIAL WITH PANIC HARDWARE. NEW GATE TO HAVE EXPANDED METAL AT BOTH SIDES. NEW GATE TO MATCH COLOR OF EXISTING CHAINLINK FENCE.REF.,

EXISTING CHAINLINK FENCE TO REMAIN. PROTECT DURING CONSTRUCTION.


EXISTING PAVING TO REMAIN. PROTECT DURING CONSTRUCTION. PATCH AND REPAIR AS NEEDED FOR

NEW GATE.

A6.130

GATE

8' - 0

"

/10 G0.01













MATERIALS LEGEND

DEMOLITION SCOPE



WHISPERING LN

LYN

DALE

DR

PLAN &TRUE

NORTH

EXISTING CHAINLINK FENCE TO BE REPLACED WITH NEW DOUBLE MAN GATE IN ORNAMETAL FINISH

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

53:3

6 AM

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A6.1

HARDEMAN ES SITEPLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

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BISD

Misc

Fen

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NOT TO SCALE3 GRACE E. HARDEMAN ES - PLANNOT TO SCALE6 GRACE E. HARDEMAN ES - SITE PLAN

NOT TO SCALE30 GRACE E. HARDEMAN ES - GATE


PLAN &TRUE NORTH

ESTES PARK RDHALTOM RD

HALT

OM R

D

GOLD

EN D

R






















MATERIALS LEGEND

DEMOLITION SCOPE



PLAN

&TR

UE

NORT

H

12' -

10 7

/8" ±

42' -

1 3/

4" ±

12' -

10 1

/2" ±

10' -

9 1/

4" ±

8' - 1 1/2" ± 8' - 0" ± 15' - 9 7/8" ±

TO WALL2' - 0" ±

OPENING

4' - 0"

TO WALL2' - 0" ±

A7.1

29

A7.1

30

A7.1

28

V.I.F. ALL DIMENSIONS

V.I.F

. ALL

DIM

ENSI

ONS

NEW ORNAMENTAL FENCE ON TOP OF EXISTING 3'-0" ± TALL MASONRY LOW WALLS. NEW FENCE TO ALIGN WITH HEIGHT OF EXISTING GATE AND EXISTING SURROUNDING ORNAMENTAL FENCE. TOTAL HEIGHT OF 7'-0" ± REF., /18 G0.01


EXISTING 7'-3" TALL ORNAMETAL GATES AND FENCE TO REMAIN.

NEW ORNAMENTAL FENCE ON TOP OF EXISTING 3'-0" ± TALL MASONRY LOW WALL TO MEET WITH EXISTING ORNAMETAL FENCE. NEW FENCE TO ALIGN WITH HEIGHT OF EXISTING FENCE. TOTAL HEIGHT OF 7'-0" ± REF., /18 G0.01

NEW 7'-0" TALL ORNAMENTAL FENCE AT EACH SIDE OF NEW GATE. NEW FENCE TO ALIGN AND MATCH IN FINISH WITH EXISTING ORNAMENTAL FENCE. REF., /18 G0.01

NEW ORNAMENTAL FENCE ON TOP OF EXISTING 3'-0" ± TALL MASONRY LOW WALLS. NEW FENCE TO ALIGN WITH HEIGHT OF EXISTING GATE AND EXISTING SURROUNDING ORNAMENTAL FENCE. TOTAL HEIGHT OF 7'-0" ± REF., /18 G0.01

NEW 7'-0" ± TALL ORNAMENTAL SINGLE MAN GATE WITH PANIC HARDWARE.REF., /8 G0.01

7'-0"±

8'-0" WIDE

3'-0" TALL

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

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1 AM

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SPICER ES SITEPLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

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BISD

Misc

Fen

cing

NOT TO SCALE6 JOHN D SPICER ES - SITE PLANNOT TO SCALE3 JOHN D SPICER ES - PLAN

NOT TO SCALE30 SPICER ES - EXISTING GATENOT TO SCALE29 SPICER ES - EXISTING ENTRY GATE

NOT TO SCALE28 SPICER ES - EXISTING FENCE


MANOR DR

PLAN &TRUE

NORTH

FLO

RY S

T

V.I.F

.

1' - 0

"

GATE

4' - 0

"

V.I.F

.

1' - 1

" ±

CLR. V.I.F.

5' - 8" ±

EXISTING BUILDING PLAN &TRUE

NORTH

EXISTING BUILDING CANOPY AND VERTICAL POSTS TO REMAIN. PROTECT DURING CONSTRUCTION

NEW 7'-0" TALL ORNAMENTAL FENCE.REF.,

V.I.F

.

23' -

6" ±

V.I.F.

13' - 6" ±

V.I.F

.

17' -

5" ±

/18 G0.01

NEW 7'-0" TALL ORNAMENTAL FENCE.REF., /18 G0.01

EXISTING SIDEWALK TO REMAIN. PROTECT DURING

CONSTRUCTION.

NEW 7'-0" TALL ORNAMENTAL FENCE.REF., /18 G0.01

NEW 7'-0" ± TALL ORNAMENTAL SINGLE MAN GATE WITH PANIC HARDWARE.REF., /8 G0.01

NEW 7'-0" TALL ORNAMENTAL FENCE AT EACH SIDE OF NEW GATE. NEW FENCE TO ALIGN AND MATCH IN FINISH WITH EXISTING ORNAMENTAL FENCE. REF., /18 G0.01 V.

I.F.

6' - 1

" ±

EXISTING BUILDING CANOPY AND VERTICAL POSTS TO REMAIN. PROTECT DURING CONSTRUCTION

EXISTING BUILDING




MATERIALS LEGEND

DEMOLITION SCOPE











Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

53:4

1 AM

Z:\_

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A8.1

MULLENDORE ESSITE PLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

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BISD

Misc

Fen

cing

NOT TO SCALE6 MULLENDORE ES - SITE PLAN1/2" = 1'-0"3 MULLENDORE ES - PLAN


MACK ROAD

DOEL

INE

ST

PLAN &TRUE

NORTH

PLAN &TRUE

NORTH

REMOVE EXISTING 4'-0" GATE. REPLACE WITH NEW ORNAMENTAL SINGLE MAN GATE WITH PANIC HARDWARE. MATCH FINISH COLOR TO EXISTING CHAINLINK FENCE.REF.,

EXISTING CHAINLINK FENCE TO REMAIN. PROTECT DURING CONSTRUCTION

EXISTING CHAINLINK FENCE TO REMAIN. PROTECT DURING CONSTRUCTION

/8 G0.01

GATE. V.I.F.4' - 0"

EXISTING SIDEWALK TO REMAIN. PROTECT DURING CONSTRUCTION.













MATERIALS LEGEND

DEMOLITION SCOPE



NEW ORNAMENTAL GATE TO HINGE ON THIS SIDE

73" ± HIGHV.I.F.

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

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3 AM

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O.H. STOWE ES SITEPLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

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BISD

Misc

Fen

cing

NOT TO SCALE6 OH STOWE ES - SITE PLANNOT TO SCALE3 OH STOWE ES - PLAN

NOT TO SCALE15 OH STOWE ES - GATE


STR I

PPIN

G1'

- 0" D

IST.

TO

3' - 0

" ±

GAT E

OPE

NING

5' - 0

"3'

- 0" ±

STR I

PPIN

G1'

- 0" D

IST.

TO

25' - 0"

EXISTING BAND TOWER TO STAY

11' -

0"

PLAN

&TR

UE

NORT

H

NEW 6'-0" HIGH GALVANIZED CHAINLINK FENCE WITH CHAINLINK SINGLE MAN GATE FOR PERSONEL. GATE WILL BE LOCKABLE WITH HASP. REF.,

NEW 6'-0" HIGH GALVANIZED CHAINLINK FENCE WITH CHAINLINK SINGLE MAN GATE FOR PERSONEL. GATE WILL BE LOCKABLE WITH HASP. REF., /2 G0.01

/11 G0.01G0.01

6SIM


PATCH AND REPAIR AS NEEDED PER NEW FENCE












MATERIALS LEGEND

DEMOLITION SCOPE



DICK LEWIS DR

HO

LIDA

Y LN

PLAN &TRUE

NORTH

HO

LIDA

Y LN

REYN

OLD

S RD

15

3

18'-0"

V.I.F.

18'-0" GATE

V.I.F.

COORDINATE LOCATION WITH OWNER

HOT DIPPED GALVANIZED MANUAL DUAL SWING VEHICULAR GATE. COORDINATE FINISH COLOR WITH OWNER.REF., /30 A10.1

PLAN &TRUE

NORTHEXISTING PAVEMENT TO REMAIN. PROTECT DURING CONSTRUCTION. PATCH AND REPAIR AS

NEEDED PER NEW GATE.

EXISTING PAVEMENT TO REMAIN. PROTECT DURING CONSTRUCTION. PATCH AND REPAIR

AS NEEDED PER NEW GATE.

1-7/8" OD GALV. PIPE

2-7/8" OD GALV. PIPE

GATE LOCKING TABS

GATE LOCKING TABS

CONC. FOUNDATION BYMANUFACTURER

CAVE BOLT

PROVIDE 1/2" MIN GALVANIZED PIPE IN GROUND

RECIEVER FOR CAVE BOLT

PLAN VIEW

SEE PLAN FOP SWING ANGLE

ELEVATION VIEW1' - 6"

3' - 6

"2'

- 6"

6"

REFERENCE PLAN

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

53:4

4 AM

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A10.1

RICHLAND HS SITEPLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

ecke

r

BISD

Misc

Fen

cing

NOT TO SCALE3 RICHLAND HS - PLANNOT TO SCALE6 RICHLAND HS - SITE PLAN

NOT TO SCALE27 RICHLAND HS

NOT TO SCALE15 RICHLAND HS - GATE PLAN

1/4" = 1'-0"30 MANUAL DUAL SWING VEHICULAR GATE


V.I.F.17' - 0

"

V.I.F.

6' - 0"

PLAN &TRUE NORTH


NEW 6'-0" X 17'-0" CONCRETE SIDEWALK TO MEET WITH EXISTING SIDEWALK. MATCH COLOR AND FINISH TO EXISTING SIDEWALK.

REMOVE EXISTING GATE. REPLACE WITH NEW 7'-0" TALL ORNAMENTAL SINGLE MAN GATE WITH PANIC HARDWARE.REF.,

GATE4' - 0"

/8 G0.01

CONTROL JOINTS.

1" EXPLANSION JOINTS.

29

A11.1

Sim

28

A11.1

SIM












MATERIALS LEGEND

DEMOLITION SCOPE



PARKER BLVD

PLAN &TRUE NORTH

NEW CONCRETE SIDEWALK

NEW GATE TO HINGE ON THIS SIDE

NEW CONCRETE SITE PAVING TO MEET WITH EXISTING SIDEWALK. MATCH FINISH TO EXISTING SIDEWALK

1" EXPANSION JOINT FILLER, TYP.

EXISTING BUILDING

1" 6' - 0"

PREPARED SUBGRADE, EXTEND BEYOND EDGE OF PAVING

CONT TOOLED EDGE, 1/4" RADIUS

NOTE: ALL PAVING MUST COMPLY WITH 2012 TAS1' - 0"

NOTE: CJ'S AT 5'-0" OC MAX, U.N.O., VERIFY IN FIELD ARCHITECT PRIOR TO INSTALLATION

CONT TOOLED JOINT 1/4 DEPTH OF CONC., 1" MIN

PREPARED SUBGRADE

Other

Architect

MEPT


DATE

PROJECT NUMBER

CLIENT

REVISIONS


in2arch.com

DRAW

N BY

:CH

ECKE

D BY

:


214-442-5808 P 972-233-1373 FTX Firm: F-18672


A COMPANYPBK

5/21

/201

9 9:

53:4

9 AM

Z:\_

Proj

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A11.1

WALKER CREEK ESSITE PLAN & PLAN

05/21/20191905

BIRDVILLE ISD

ISSUED FOR REVIEW

Auth

orCh

ecke

r

BISD

Misc

Fen

cing

NOT TO SCALE3 WALKER CREEK ES - PLANNOT TO SCALE6 WALKER CREEK ES - SITE PLAN

NOT TO SCALE30 WALKER CREEK ES - GATE1" = 1'-0"29 CONCRETE SIDEWALK (EJ) DETAIL

1" = 1'-0"28 CONCRETE SIDEWALK (CJ) DETAIL


c:users alvarez.in2documents1905 bisd misc fencing r1...birdville isd misc fencing birdville isd...

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