4-CopperCanyon-SecurityFencing-CD 20260522.pdf

PROJECT DATA

CIVIL RIGHTS

ADA Standards for Accessible Design, 2010

APPLICABLE CODES

International Building Code, including Appendix J (IBC), 2018 ed.

National Electrical Code (NEC), 2017 ed.

International Fire Code (IFC), 2018 ed.

A. OCCUPANCY AND GROUP - A5

CHANGE IN USE - NO

ABBREVIATIONS

AC AIR CONDITIONING

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRB BUCKLING RESTRAINED BRACE

BRG BEARING

CB CATCH BASIN

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CLEAR OPENING

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCT, CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CTR CENTER

DB DECK BEARING ELEVATION

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRICAL WATER COOLER

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FLR FLOOR

FT FOOT, FEET

GA GAUGE, GAGE

GI GALVANIZED IRON

GLULAM GLUED-LAMINATED TIMBER

GYP BD GYPSUM BOARD

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

INT INTERIOR

ISO ISOMETRIC

JAN JANITOR

JT JOINT

KD KNOCK DOWN

LAB LABORATORY

LAV LAVATORY

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFOI OWNER FURNISHED OWNER INSTALLED

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OH OVERHEAD

OH DR OVERHEAD DOOR

OPP OPPOSITE

PERP PERPENDICULAR

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

QTY QUANTITY

RD ROOF DRAIN

RE: REFER TO

REINF REINFORCE, REINFORCING

REQD REQUIRED

REF REFRIGERATOR

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RV ROOF VENT

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

THK THICK, THICKNESS

TO TOP OF

TOB TOP OF BEAM

TOD TOP OF DECK

TOS TOP OF SLAB, TOP OF STRUCTURE

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THROUGH ROOF

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

W WIDE FLANGE

WH WATER HEATER

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

N

GENERAL SYMBOLS

NORTH ARROW

A1011

A101

S 3 1 A X 12 / 33

EL: 100'-0"

VERTICAL ELEVATION

SPOT ELEVATION

DRAWING

REVISION

ROOM NAME

ROOM NUMBER

KEYED NOTES

DOOR NUMBER

SHEET WHERE DRAWN

BUILDING SECTION

WALL SECTION

DETAIL

EXTERIOR ELEVATION

WINDOW TYPE

INTERIOR WALL TYPE

REVISION NUMBER INTERIOR ELEVATION

SEE PLUMBING, MECHANICAL AND ELECTRICAL FOR DISCIPLINE SYMBOLS

GRID REFERENCE MARK

A1 Starts at lower left corner Number Horizontal Letters Vertical

MHTN SHEET NUMBER

Sheet Number Sequencce Sheet Type Discipline

ACT1

ROOM VOLUME / AREA

CEILING TAG

SHEET WHERE DRAWN

SHEET WHERE DRAWN

SHEET WHERE DRAWN

SHEET WHERE DRAWN

A 1 01

A101

SIM

CALLOUT

SHEET WHERE DRAWN

B

A

1 2

CASEWORK TYPE

DEPTH

HEIGHT

WIDTH

LEVEL

ELEVATION

A101

SIM

A101

SIM

A101

SIM

A101

QUALIFIER, IF NEEDED

FIRE RATING, IF NEEDED

CORE THICKNESS

CORE MATERIAL

THICKNESS (MIL), IF OTHER

THAN 30 MIL (20 GA)

STUD SPACING,

IF OTHER THAN 16" OC

E1

EXTERIOR WALL TYPE

ROOF TYPE

FLOOR TYPE

HEIGHT & STC

ST2 SIGNAGE TYPE

ROOM

150 SF

10'-0"

CEILING TYPE TAG

MHTN ARCHITECTS, INC.

280 SOUTH 400 WEST Ste 250

SALT LAKE CITY, UTAH 84101

PHONE: (801) 595-6700

LANDSCAPE

COVER SHEET

G000

INDEX TO DRAWINGS - BID SET

GENERAL

G000 COVER SHEET

LANDSCAPE

AS100 COPPER CANYON- OVERALL SITE PLAN

AS101 COPPER CANYON- ENLARGED SITE PLAN

AS501 SITE DETAILS

VICINITY MAP

1600 BROADWAY

TOOELE, UT 84074

CONSTRUCTION DOCUMENTS

MAY 22, 2026

TOOELE SCHOOL DISTRICT

COPPER CANYON ELEMENTARY FENCING UPGRADES

GENERAL NOTES

1. CONSTRUCT ALL SCORE JOINTS FROM THE ARCHITECTURAL

SITE PLAN.

2. CONTRACTOR SHALL REVIEW ALL EXPANSION JOINT

LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.

3. INSTALL EXPANSION JOINTS @ 30'-0" O.C. MAX. THROUGHOUT.

4. SCORE JOINTS IN PAVING ARE TO MATCH THE PAVING WIDTH

TYPICAL, UNLESS NOTED OR SHOWN OTHERWISE.

5. COORDINATE ALL SITE LIGHTING FIXTURE LOCATIONS WITH

THE LANDSCAPE DRAWINGS. ALL SUCH LIGHTING SHALL BE

STAKED FOR APPROVAL BY THE ARCHITECT PRIOR TO

CONSTRUCTION.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY

ITEMS OR UTILITIES NOT NOTED TO BE REMOVED AND SHALL

BEAR THE COST OF REPAIR TO ORIGINAL CONDITION.

7. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT

NOTED TO BE REMOVED AND REPAIR TO EXISTING CONDITION

AT NO ADDITIONAL COST TO THE OWNER.

8. ALL CONSTRUCTION OPERATIONS SHALL NOT INTERFERE

WITH OPERATIONS OF OR ACCESS TO FACILITIES UNLESS

AGREED TO BY OWNER. NOR RESTRICT ACCESS ON THE

PUBLIC R.O.W. TEMPORARY ENTRY CLOSURE TO BE

APPROVED IN WRITING BY THE OWNER AND LOCAL

JURISDICTION. COORDINATE ALL DEMOLITION WORK AND

TIMES WITH THE OWNER.

9. THIS CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL

EXISTING PLANT MATERIAL AND LANDSCAPE NOT SHOWN TO

BE REMOVED. INSTALL A TEMPORARY FENCE AROUND THE

DRIP LINE OF ALL TREES WHEN REQUIRED.

10. MAINTAIN AND PROTECT AS MUCH OF THE EXISTING

IRRIGATION SYSTEM AS POSSIBLE AND FEASIBLE AND STILL

PROVIDE FOR FULL COVERAGE OF THE ENTIRE AREA. KEEP

ALL LAWN AREA HEADS ON A SEPARATE CIRCUIT FROM SHRUB

AREA HEADS.

11. THE EXISTING IRRIGATION SYSTEM TO REMAIN IN USE SHALL

BE PATCHED AND REPAIRED AS NECESSARY. MAINTAIN

OPERATION OF THE EXISTING SYSTEM AS REQUIRED TO

PROTECT EXISTING PLANT MATERIAL.

12. ANY QUESTIONS OR CONDITIONS WHICH ARE ENCOUNTERED

THAT ARE NOT COVERED OR ARE IN CONFLICT WITH THE

DOCUMENTS NEED TO BE BROUGHT TO THE ATTENTION OF

THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT

OF WORK.

13. ALL DEMOLISHED OR REMOVED MATERIALS SHALL BE

LEGALLY DISPOSED OF BY THE CONTRACTOR.

14. THE CONTRACTOR SHALL PROTECT ADJACENT

CONSTRUCTION AND KEEP FREE FROM DAMAGE, ALL DAMAGE

TO EXISTING AREAS WILL BE REPAIRED BY THE CONTRACTOR

AT THEIR COST.

15. CONTRACTOR IS TO CLEAN ALL AREAS AFFECTED BY

CONSTRUCTION WORK TO THE SATISFACTION OF THE OWNER

AND ARCHITECT.

16. ALL DAMAGED AREAS ARE TO BE REPLACED TO MATCH

EXISTING FINISH AND MATERIAL.

17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR,

SUB-CONTRACTOR OR ANY ASSIGNEES TO ASSURE ALL WORK,

INCLUDING SHOP DRAWINGS, MEET THE INTENT OF ALL

APPLICABLE CODES AS NOTED ON COVER SHEET.

18. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED A

COMPLETE SET. ALL PARTIES ARE RESPONSIBLE TO COMPLY

WITH BOTH AS ONE SET OF DOCUMENTS, INCASE OF

CONFLICTING INFORMATION THE MOST RESTRICTIVE

CONDITION SHALL PREVAIL- NOTIFY ARCHITECT FOR FINAL

RESOLUTION OF CONFLICTS.

19. DO NOT SCALE THE DRAWINGS.

DEMOLITION NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION

WORK AND TIMES WITH THE OWNER.

2. THIS CONTRACTOR SHALL BE RESPONSIBLE TO ASCERTAIN

THE LOCATIONS OF ALL UTILITIES AND PROTECT THE SAME.

3. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO

ANY ITEMS OR UTILITIES NOT NOTED TO BE REMOVED AND

SHALL BEAR THE COST OF REPAIR TO ORIGINAL CONDITION.

4. ALL IRRIGATION HEADS REMOVED SHALL BE RETURNED TO

THE OWNER.

5. SAW CUT AND REMOVE CONCRETE PAVING FROM JOINT TO

JOINT.

SHEET NUMBER

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

CONSULTANTS, INC.

Address Suite 100 City, State 12345 Telephone (123) 456-7890 Telefax (123) 456-7890 www.consultant.com

NO.

VIEW AND PRINT THIS DRAWING IN COLOR

MAY 22, 2026

CONSTRUCTION DOCUMENTS

ISSUE

2026515

Confidentiality Notice:

This document is intended for use on the Project identified herein by individuals and companies involved in the design, permitting, bidding and construction of the Project. MHTN Architects, Inc. grants limited rights to distribute and reproduce this document for this express purpose only. Distribution, printing or copying this document for purposes other than those indicated is strictly prohibited. If a digital copy of this document is received in error, please delete it.

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Original drawing is 30 x 42. Do not scale contents of this drawing.

©2020 MHTN ARCHITECTS, INC.

BASE BID

1. INSTALLATION OF NEW 6' TALL CHAIN-LINK FENCE AND GATES,

ALONG WITH ASSOCIATED CONCRETE MOW STRIPS,

CONCRETE SIDEWALK, CONCRETE SIDEWALK REMOVAL AND

REPLACEMENT AND ASSOCIATED LANDSCAPE AND IRRIGATION

REPAIR.

BID ALTERNATE

1. REMOVE AND REPLACE PRECAST CONCRETE CAP, INSTALL

NEW ORNAMENTAL FENCE, NEW ORNAMENTAL GATES WITH

EXIT HARDWARE AND NEW PRECAST CONCRETE CAP.

X

X

X

X X X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

XXXXXXXXXXX

X

X X

X X

X X

X

X

01-01

06-01

E-01

E-01

01-01

06-01

06-01 01-01

E-01

04-01

06-03

06-03

06-05

06-04

04-01

06-01

06-02

E-01

06-01

01-01

01-01

E2

AS101

B1

AS101

E1

AS101

09-01

09-01

09-01

06-02

06-08

06-08

SYMBOL CODE DESCRIPTION DETAIL

01 PAVEMENTS, RAMPS, CURBS

01-01 18" CONCRETE MOWSTRIP D2/AS501

01-02 SAW CUT, REMOVE AND

REPLACE CONCRETE PAVING

AS REQUIRED FOR

INSTALLATION OF NEW FENCE

AND GATE

04 WALLS AND EMBANKMENTS

04-01 REMOVE EXISTING

CONCRETE WALL CAP AND

REPLACE WITH NEW PRECAST

CONCRETE CAP TO MATCH

EXISTING

06 RAILINGS, BARRIERS, FENCING

06-01 6' TALL CHAINLINK FENCE E1/AS501

06-02 6' TALL CHAINLINK SWING

GATE WITH EXIT HARDWARE

06-03 3' TALL ORNAMENTAL FENCE D1/AS501

06-04 7' TALL ORNAMENTAL SWING

GATE WITH EXIT HARDWARE

D3/AS501

06-05 4' TALL ORNAMENTAL FENCE D1/AS501

06-08 6' TALL CHAINLINK SWING

GATE

09 LANDSCAPE AND IRRIGATION

09-01 PATCH AND REPAIR EXISTING

IRRIGATION AND LANDSCAPE

AS REQUIRED DUE TO

CONSTRUCTION OPERATIONS

REFERENCE NOTES

E-01 EXISTING FENCE

REFERENCE NOTES SCHEDULE

COPPER

CANYON-

OVERALL SITE

PLAN

AS1000 15' 30' 60'

SCALE: 1" = 30'-0"

E1 COPPER CANYON

N

DESCRIPTIONDATENO.

SHEET NUMBER

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

CONSULTANTS, INC.

Address Suite 100 City, State 12345 Telephone (123) 456-7890 Telefax (123) 456-7890 www.consultant.com

NO.

VIEW AND PRINT THIS DRAWING IN COLOR

MAY 22, 2026

CONSTRUCTION DOCUMENTS

ISSUE

2026515

Confidentiality Notice:

This document is intended for use on the Project identified herein by individuals and companies involved in the design, permitting, bidding and construction of the Project. MHTN Architects, Inc. grants limited rights to distribute and reproduce this document for this express purpose only. Distribution, printing or copying this document for purposes other than those indicated is strictly prohibited. If a digital copy of this document is received in error, please delete it.

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Original drawing is 30 x 42. Do not scale contents of this drawing.

©2020 MHTN ARCHITECTS, INC.

IRRIGATION REMODEL

NOTES

1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFICATION OF THE EXISTING SPRINKLER IRRIGATION

SYSTEM IN TERMS OF FLOW CAPACITY, VALVE WIRING,

VALVE AND HEAD LAYOUT AND CONTROLLER CAPACITY.

2. THIS CONTRACTOR SHALL COORDINATE ALL DEMOLITION

WORK AND TIMES WITH THE OWNER.

3. MAINTAIN AND PROTECT AS MUCH OF THE EXISTING

IRRIGATION SYSTEM AS POSSIBLE AND FEASIBLE AND

STILL PROVIDE FOR FULL COVERAGE OF THE ENTIRE

AREA. KEEP ALL LAWN AREA HEADS ON A SEPARATE

CIRCUIT FROM SHRUB AREA HEADS.

4. THE EXISTING IRRIGATION SYSTEMS NOTED TO REMAIN IN

USE SHALL BE PATCHED AND REPAIRED AS NECESSARY.

MAINTAIN OPERATION OF THE EXISTING SYSTEM AS

REQUIRED TO PROTECT EXISTING PLANT MATERIAL.

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE OR

DEATH OF EXISTING PLANT MATERIAL.

5. ALL SALVAGED HEADS SHALL BE RE-USED IN THE NEW

SYSTEM, IF COMPATIBLE WITH NEW HEADS, OR

RETURNED TO THE OWNER.

6. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING THE EXISTING VALVE WIRING AND

RE-ROUTING AS SHOWN AND AS REQUIRED. MINIMIZE THE

USE OF WIRE SPLICES. PROVIDE TEMPORARY WIRING AS

REQUIRED TO KEEP THE EXISTING SYSTEM IN OPERATION.

7. REPAIR DAMAGE TO EXISTING IRRIGATION SYSTEM AND

LAWN RESULTING FROM CONSTRUCTION OPERATIONS.

DEMOLITION NOTES

1. THIS CONTRACTOR SHALL COORDINATE ALL

DEMOLITION WORK AND TIMES WITH THE OWNER.

2. THIS CONTRACTOR SHALL BE RESPONSIBLE TO

ASCERTAIN THE LOCATIONS OF ALL UTILITIES.

3. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR

DAMAGE TO ANY ITEMS OR UTILITIES NOT NOTED TO BE

REMOVED AND SHALL BEAR THE COST OF REPAIR TO

ORIGINAL CONDITION.

4. SAW CUT AND REMOVE CONCRETE PAVING FROM JOINT

TO JOINT.

BID ALTERNATE # 1

04-01

06-03

06-03

06-04

04-01

06-07

SYMBOL CODE DESCRIPTION DETAIL

01 PAVEMENTS, RAMPS, CURBS

01-01 18" CONCRETE MOWSTRIP D2/AS501

01-02 SAW CUT, REMOVE AND

REPLACE CONCRETE PAVING

AS REQUIRED FOR

INSTALLATION OF NEW FENCE

AND GATE

01-03 ENSURE PROPER

CLEARANCES ARE

MAINTAINED AT EXISTING

FIRE HYDRANT

04 WALLS AND EMBANKMENTS

04-01 REMOVE EXISTING

CONCRETE WALL CAP AND

REPLACE WITH NEW PRECAST

CONCRETE CAP TO MATCH

EXISTING

06 RAILINGS, BARRIERS, FENCING

06-01 6' TALL CHAINLINK FENCE E1/AS501

06-02 6' TALL CHAINLINK SWING

GATE WITH EXIT HARDWARE

06-03 3' TALL ORNAMENTAL FENCE D1/AS501

06-04 7' TALL ORNAMENTAL SWING

GATE WITH EXIT HARDWARE

D3/AS501

06-07 5' TALL ORNAMENTAL FENCE D1/AS501

09 LANDSCAPE AND IRRIGATION

09-01 PATCH AND REPAIR EXISTING

IRRIGATION AND LANDSCAPE

AS REQUIRED DUE TO

CONSTRUCTION OPERATIONS

REFERENCE NOTES

E-01 EXISTING FENCE

REFERENCE NOTES SCHEDULE

06-01

06-02

E-01

06-01

01-01

01-01

09-01

01-02 01-03

09-01

06-01

01-01

E-01

06-01

01-01

09-01

06-02

01-02

09-01

COPPER

CANYON-

ENLARGED SITE

PLAN

AS1010 5' 10' 20'

SCALE: 1" = 10'-0"

E1 PLAYGROUND FENCE BID ALTERNATE # 1

N

DESCRIPTIONDATENO.

SHEET NUMBER

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

CONSULTANTS, INC.

Address Suite 100 City, State 12345 Telephone (123) 456-7890 Telefax (123) 456-7890 www.consultant.com

NO.

VIEW AND PRINT THIS DRAWING IN COLOR

MAY 22, 2026

CONSTRUCTION DOCUMENTS

ISSUE

2026515

Confidentiality Notice:

This document is intended for use on the Project identified herein by individuals and companies involved in the design, permitting, bidding and construction of the Project. MHTN Architects, Inc. grants limited rights to distribute and reproduce this document for this express purpose only. Distribution, printing or copying this document for purposes other than those indicated is strictly prohibited. If a digital copy of this document is received in error, please delete it.

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Original drawing is 30 x 42. Do not scale contents of this drawing.

©2020 MHTN ARCHITECTS, INC.

0 5' 10' 20'

SCALE: 1" = 10'-0"

E3 SOUTH GATE

N

0 5' 10' 20'

SCALE: 1" = 10'-0"

B1 NORTH GATE

N

SITE DETAILS

AS501

DESCRIPTIONDATENO.

SHEET NUMBER

E

D D

C

B

A

E

C

B

A

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATE

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

CONSULTANTS, INC.

Address Suite 100 City, State 12345 Telephone (123) 456-7890 Telefax (123) 456-7890 www.consultant.com

NO.

VIEW AND PRINT THIS DRAWING IN COLOR

MAY 22, 2026

CONSTRUCTION DOCUMENTS

ISSUE

2026515

Confidentiality Notice:

This document is intended for use on the Project identified herein by individuals and companies involved in the design, permitting, bidding and construction of the Project. MHTN Architects, Inc. grants limited rights to distribute and reproduce this document for this express purpose only. Distribution, printing or copying this document for purposes other than those indicated is strictly prohibited. If a digital copy of this document is received in error, please delete it.

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Original drawing is 30 x 42. Do not scale contents of this drawing.

©2020 MHTN ARCHITECTS, INC.

4"

9"

5"

1 1 /2"

3" 3'-

0"

1'-6"

9"

5"

6'- 0"

TOP RAIL

FABRIC ON BLDG SIDE

CONCRETE MOW STRIP.

CONTINUOUS. CROWN STRIP

SLIGHTLY AT POSTS.

HOLD FINISH GRADE 1-1/2"

BELOW STRIP

COMPACTED NATIVE SOIL

BELOW STRIP

ANCHOR POSTS IN CONCRETE

FENCE W/ CONC. CURB DETAIL

1/2" = 1'-0"

E1

TCSD-2026515-323113-08

9"

1'-6"

NOTE:

INSTALL EXPANSION JOINTS

@ 50'-0" O.C. MAX.

JOINT AT EACH POST,

BUT NO FURTHER THAN

10'-0" MIN DEPTH OF 1/4

SLAB THICKNESS

CONCRETE MOW STRIP

FABRIC

FENCE POST

FENCE W/ 18" CONC. CURB DETAIL

3/4" = 1'-0"

9"

E2

TCSD-2026515-323113-07

ORNAMENTAL METAL FENCE

3/8" = 1'-0"

3 3 4" TYP.

8'-0" O.C. MAX.

EQUAL PER RUN

2"

BRACKET

OPTIONS

PICKET

RAIL

" M

IN

DE

PT

H

9 3 /4"

1"4"

12" CONCRETE

MOW STRIP

FACE OF

BUILDING

NOTE:

SEE SPECIFICATIONS

FOR FENCE MATERIAL

AND ACCESSORIES

6'- 0"

6" MIN.

COVERAGE

ALL SIDES

FENCE POST

EXTENSION

INTO GRADE

E3

TCSD-2026515-323119-03

6'- 0"

9" 2"

4'- 6"

SECTION

FINISH GRADE

FENCE PICKET

FENCE POST

FENCE RAILS

FENCE RAIL

ORNAMENTAL METAL FENCE SECTION

1/2" = 1'-0"

E4

TCSD-2026515-323119-01

1'- 0"

8'-0"

POST

PICKET

RAIL

MOW STRIP

FRAME GATE

WITH 2X2 T.S.

PROVIDE 3 HINGES

& PADLOCK HASP

NOTE:

INSIDE COURT

GATE AND FENCE PLAN

ORNAMENTAL METAL FENCE PLAN

1/2" = 1'-0"

E5

TCSD-2026515-323119-02

ORNAMENTAL FENCE GATE WITH EXIT HARDWARE

3/8" = 1'-0"

4'-0" or 6'-0"

SEE PLAN2'-0" 2'-0"EXIT HARDWARE, SEE

ARCHITECTURAL DOOR

SCHEDULE

LATCH RECEIVER

BRACKET

6'- 0"

O R

7'- 0"

H

IG

H

OR

NA

ME

NT

AL

GA

TE

- S

EE

P

LA

N

FLATTENED EXPANDED

METAL MESH. TACK

WELD TO GATE. METAL

FINISH TO MATCH GATE

FINISH GRADE

ORNAMENTAL FENCE

1"

LOCK KEY CYLINDER IN

GATE FRAME

TCSD-2026515-323119-12

D3

EXISTING BLOCK WALL

WALL DETAIL WITH ORNAMENTAL FENCE

3/4" = 1'-0"

FINISHED GRADE

FENCE POSTS-3"X3" T.S.

3'- 0"

FENCE PICKETS- 3 4"X3

4" @ 6" O.C. MAXIMUM

EQUAL SPACES IN BAY

FENCE POSTS-3"X3" T.S.

FENCE RAILS-2"X2" T.S.

SOLID TOP

3'- 0"

O R

4'- 0"

O R

5'- 0"

SE

E

PL

AN

REMOVE AND REPLACE EXISTING

CONCRETE CAP OR CORE DRILL

THROUGH CAP AS REQUIRED FOR

INSTALLATION OF NEW FENCE POSTS

ELEVATION:

FRONT VIEW

2'- 6"

M

IN

REMOVE AND REPLACE EXISTING CONCRETE

CAP OR CORE DRILL THROUGH CAP AS

REQUIRED FOR INSTALLATION OF NEW FENCE

POSTS

EXISTING BLOCK WALL

D1

TCSD-2026515-323119-11

18"

6" 1-

1/2

NOTE: PROVIDE 1/4"

RADIUS FINISH AT ALL

EDGES - TYPICAL.

COMPACTED FILL OR

UNDISTURBED SOIL

FINISHED GRADE

CONCRETE MOW STRIP W/

LIGHT BROOM FINISH

CONCRETE MOWSTRIP

1 1/2" = 1'-0"

#4 EPOXY COATED REBAR

CONTINUOUS

NOTE: ALL MOWSTRIP TO

BE CONSTRUCTED WITH

#4 EPOXY COATED BAR.

D2

TCSD-2026515-329413-01

CHAINLINK FENCE GATE WITH EXIT HARDWARE

3/8" = 1'-0"

4'-0" or 6'-0"

SEE PLAN2'-0" 2'-0"EXIT HARDWARE, SEE

ARCHITECTURAL DOOR

SCHEDULE

6'- 0"

O R

7'- 0"

H

IG

H

OR

NA

ME

NT

AL

GA

TE

- S

EE

P

LA

N

FLATTENED EXPANDED

METAL MESH. TACK

WELD TO GATE. METAL

FINISH TO MATCH GATE

FINISH GRADE

CHAINLINK FENCE

LATCH RECEIVER

BRACKET

1"

LOCK KEY CYLINDER IN

GATE FRAME

C2

TCSD-2026515-323113-09