589A7-21-132 Wichita Bid Drawings 03_Civil 10 of 10.pdf

6"8"8"

1" 1"

34A

01B

19A

01C

01A03

26A

10 11 16

13A

FUTURE BUILDING

13B

W L

W L

W

LWL

WL

W L

WL

W L

HEX 1

HEX 2

HEX 3

HEX 4

HEX 6

HEX 7

HEX 8

WW

HEX 5

FIR

ELAN

E

FIR

ELAN

E

FIRELANE FIRELANE

FIRELANE

VAN VAN

VANVAN

VAN

FIRELANE

FIRELANE

FIRELANEVANVAN

FIR

ELAN

E

FIR

ELAN

E

VAN

VAN VAN VAN VAN

FIRELANE

FIRELANE

FIRELANE

8"

8"

8"

6"

4"

4"6"

6"

6"

8" 8"

8" 8"

6"

8"

6"

6" 8"

8"

4"4"

8"

6" 8"

8"

3"

1"

1.

5"

1" 1"

1"

PROFILE VIEW OF 23007042.00 PROPOSED STORM 1

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

CU114

ACTUAL NORTH

KEYPLAN

0 20 40

ACTUAL NORTH

PROPOSED STORM

'SCALE: 1" =

P&P STORM

UTILITIES

CK100

CK100

CK100

CK100 18

CK100

CK100

CK100

PROFILE VIEW OF 23007042.00-PROPOSED FIREWATER

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FUTURE BUILDING

13B

34A

01B

19A

01C

01A

26A

10 11 16

13A

FUTURE BUILDING

13B

W L

W L

W

LWL

WL

W L

WL

W L

HEX 1

HEX 2

HEX 3

HEX 4

HEX 6

HEX 7

HEX 8

WW

HEX 5

FIR

ELAN

E

FIR

ELAN

E

FIRELANE FIRELANE

FIRELANE

VAN VAN

VANVAN

VAN

FIRELANE

FIRELANE

FIRELANEVANVAN

FIR

ELAN

E

FIR

ELAN

E

VAN

VAN VAN VAN VAN

FIRELANE

FIRELANE

FIRELANE

8"

8"

8"

6"

4"

4"6"

6"

6"

8" 8"

8" 8"

6"

8"

6"

6" 8"

8"

4"4"

8"

6" 8"

8"

3"

1"

1.

5"

1" 1"

1"

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

0 20 40

ACTUAL NORTH

PROPOSED FIREWATER

'SCALE: 1" =

P&P FIREWATER

UTILITIES

CU115

ACTUAL NORTH

KEYPLAN

6" AGGREGATE BASE GRADATION AB-3

(98% STD. DENSITY)

6" PCC

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

NOTE:

1. WHERE CURB & GUTTER IS ADJACENT TO PCC PAVEMENT, CURB &

GUTTER MAY BE POURED MONOLITHICALLY WITH PAVEMENT.

#4 TIE BAR

IF POURED SEPERATELY

4" AGG. BASE COURSE1'-0"

1" R

1' -0

12"

4" T

O P

SO

IL

IN

N

O N

-S O

D Z

O N

ES

6" 1"

CONCRETE CURB

& GUTTER

6" 6"

" RADIUS VARIES

CAST-IN-PLACE TILES

WITH TRUNCATED DOMES FROM

ARMOR-TILE OR EQUIVALENT

10'-0"

5' M

AX

CURB FACE

FLARED EDGE

INSTALL 1/2"

EXPANSION

MATERIAL

1" PREFORMED EXPANSION

MATERIAL, SAME SHAPE

AS CURB - BOTH ENDS

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

CK100

4" 2'

-0

3' -0

12" DIAMETER CONCRETE FOOTING

PAVING

FORM TOP 12"

PROVIDE 1/2" EXPANSION FOR PCC

PAVEMENT OPTION

6"Ø x 5'-0" x 3/8" STEEL COLUMN

FILLED WITH 3000 PSI CONCRETE.

RED PRIME SHOP COAT PAINT - 2 COATS

ROUND CONCRETE @ TOP OF BOLLARD

TYPE 2 UTILITY TRENCH PATCH2 TYPE 3 UTILITY TRENCH PATCH3

GENERAL NOTES

SEE PLAN

5" PCC

4" AGGREGATE BASE

(98% STD. DENSITY) (TYPE A)

COMPACTED SUBGRADE

PCC SIDEWALK DETAIL6

TYPE 1 UTILITY TRENCH PATCH1

6'' HEAVY DUTY HMA SECTION5 STANDARD CURB AND GUTTER8 ADA PEDESTRIAN RAMP9 STEEL PIPE BOLLARD DETAIL10

PARKING STALL LAYOUT4

8" AGGREGATE BASE GRADATION AB-3

(98% STD. DENSITY)

6" HMA

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

6" PCC PAVEMENT DETAIL7

DETAILS

CIVIL DETAILS

PE

R

P R

O

FI

LE

18 GRANULAR BACKFILL DETAIL

2" CLEAN STONE

6" THICK MINIMUM

PROFILE VIEW

PLAN VIEW

EX

IS

TI

N

G

PA

VE

M

EN

T

75' MINIMUM

' M

IN

75' MIN.

NOTES:

1. FOR TWO-WAY TRAFFIC, MINIMUM WIDTH IS 20

FEET. A MINIMUM OF 4 FEET OF WIDTH SHALL BE

ADDED FOR TRAILER TRAFFIC FOR A TWO-WAY

ENTRANCE.

2. ROADWAY SHALL FOLLOW THE CONTOUR OF THE

NATURAL TERRAIN TO THE EXTENT POSSIBLE.

PLACE CONCRETE BLOCK

OR OTHER DEVICE TO

PREVENT TUBE FROM

PLUGGING INTAKE

OVERLAP TUBE 1' AND SECURE

WITH WIRE OR WIRE TIES

AREA INLET/DRAIN CURB INLET

16" MIN. HEIGHT

OF FILTER CLOTH

0"

M

IN

0"

M

IN

8" M

IN

STATIC SLICE INSTALLATION

PERIMETER SEDIMENT CONTROL NOTES:

1. FENCE POST TO BE STEEL "T" OR "U" TYPE OR 2" HARDWOOD. FENCE POSTS

ARE TO BE DRIVEN INTO GROUND 18" MIN. AT 10' MAXIMUM SPACING.

2. FILTER CLOTH TO BE FILTER X, MIRAFI 100X, STABILINKA T140N. CLOTH TO BE

FASTENED SECURELY TO FENCE POSTS. WHEN TWO SECTIONS OF FILTER

CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED.

3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED

WHEN "BULGES" DEVELOP IN THE SILT FENCE.

A A

PLAN

NOT TO SCALE

TYPE "BELOW GRADE"

SECTION A-A

NOT TO SCALE

B B

PLAN

NOT TO SCALE

TYPE "ABOVE GRADE"

SECTION B-B

NOT TO SCALE

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT.

OF THE TEMPORARY CONCRETE WASHOUT FACILITY

VA

R

IE

S

10' MIN

VA

R

IE

S

10' MIN

STAKE

(TYP.)

10 MIL

PLASTIC LINING

TWO-STACKED

2 X 12 ROUGH

WOOD FRAME10 MIL PLASTIC LINING

SANDBAG

LATH & FLAGGING

ON ALL SIDES

BERM

BERM

SANDBAG

10 MIL PLASTIC LINING

3'

10 MIL

PLASTIC LINING

WOOD FRAME SECURELY

FASTENED AROUND ENTIRE

PERIMETER WITH TWO STAKES

SINGLE JOINTANCHOR SLOT

STAPLE DETAIL

PARALLEL OVERLAPS

DETAIL 2DETAIL 1 DETAIL 3

FLOW

OVERLAP END OF UPSLOPE

BLANKET 4" OVER DOWNSLOPE

BLANKET AND SECURE WITH

STAPLES

PUSH PIN DETAIL

FLOW

FLOW

NOTES:

1. STAPLES SHALL BE PLACED IN A DIAMOND PATTERN AT 2 PER S.Y. FOR STICHED BLANKETS.

NON-STICHED SHALL USE 4 STAPLES PER S.Y. OF MATERIAL. THIS EQUATES TO 200 STAPLES WITH STICHED BLANKET AND 400 STAPLES WITH NON-STICHED BLANKET PER 100 S.Y. OF MATERIAL.

2. STAPLE OR PUSH PIN LENGTHS SHALL BE SELECTED BASED ON SOIL TYPE AND CONDITIONS

(MINIMUM STAPLE LENGTH IS 6").

3. EROSION CONTROL MATERIAL SHALL BE PLACED IN CONTACT WITH THE SOIL OVER A PREPARED

SEEDBED.

4. ALL ANCHOR SLOTS SHALL BE STAPLED AT APPROXIMATELY 12" INTERVALS.

5. DETAIL DERIVED FROM THE ILLINOIS URBAN MANUAL (STANDARD DWG NO. IUM-530).

6" -9

1" MIN.

6" -9

4"

6"

4"MIN.12"

3"

4"MIN.

1.5" MIN.

OVERLAP BLANKETS SIDE BY

SIDE USING A 4" OVERLAP WITH

UPSLOPE BLANKET LAID OVER

DOWNSLOPE BLANKET

BURY UPSLOPE

END OF BLANKET IN

TRENCH 6" WIDE BY

6" DEEP

BURY TOE OF BLANKET IN

TRENCH 6" WIDE BY 6" DEEP

CONSTRUCTION ENTRANCE11

PERIMETER SEDIMENT

EROSION CONTROL BLANKET15CONTROL DETAIL

FILTER TUBES USED FOR

14 INLET PROTECTION

6"

6"

PRECAST

REINFORCED

CONCRETE

SECTIONS

CAST-IN-PLACE P.C.C.

OR

PREFABRICATED

CONCRETE SLAB4" COURSE

AGGREGATE CUSHION

(CA-6)

NEENAH HEAVY DUTY OPEN

GRATE R-2502, CLOSED

GRATE R-1772, OR EQUIV.

UTILIZE BITUMASTIC SEALER

AT ALL JOINTS (UNLESS

O-RINGS ARE USED)

48" UNLESS

SPECIFIED

OTHERWISE

VARIES

SEE PLAN

1' -3

4"

COMPACTED KANSAS DOT GR AB-3

BASIN SIZE PER PLAN

PIPE DIAMETER PER PLAN

1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE

USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO

PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE

TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL

CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS

N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36").

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO

DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING

NO. 7001-110-012.

6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

4" MIN ON 8" - 24"

6" MIN ON 30" & 36"

(1, 2) INTEGRATED

DUCTILE IRON

GRATE TO MATCH

BASIN O.D.

17 NYLOPLAST DRAIN BASIN-DOME GRATE

16 STORM MANHOLE

CONCRETE WASH

13 MANAGEMENT

MINIMUM 12'' COMPACTED BACKFILL

(95% STD DENSITY)

TRANSVERSE JOINT

1/4'' WIDE HAND-TOOLED, DEPTH =

1/4 SLAB THICKNESS OR SAW-CUT

JOINT SEE NOTES 1 AND 2.

NOTES:

1. FOR SAW-CUT JOINTS, USE A "SOFF-CUT" ULTRA EARLY ENTRY

DRY-CUT SAW OR APPROVED EQUIVALENT. JOINTS SHALL BE

INSTALLED IMMEDIATELY UPON COMPLETED OF FINISHING

OPERATIONS.

2. JOINTS SHALL BE SEALED WITH A POLYURETHANE SEALANT.

3. REINFORCED SLAB TO EXTEND 2' BEYOND TANK LIMITS.

6'' REINFORCED CONCRETE SLAB

#4 BARS@ 12'' O.C. EACH WAY (TYP.)

19 REINFORCED CONCRETE SLAB

6' PCC

A

B

C

#4 BARS

18" MAX.

PIPE DIA.

30" MAX

PIPE DIA.

KEYED

CONSTRUCTION

JOINT

SLOPE

1/2"/ FT.

30" MAX

PIPE DIA.

SECTION A-A

PLAN

#4 BARS IN

CENTER OF SLAB

MAXIMUM ALLOWABLE PIPE DIA. SHOWN ARE FOR CAST-IN-PLACE

STRUCTURES. FOR PRECAST STRUCTURES, THE MAX. ALLOWABLE

DIA. SHALL BE ONE (1) STANDARD PIPE SIZE SMALLER THAN THOSE

SHOWN. ACTUAL PIPE SIZE SHALL BE AS SHOWN.

LOCATION STATION

(CENTER OF INTAKE)

18" MAX

PIPE DIA.

A

B B

C

CONCRETE BASE - POURED IN PLACE OR PRECASTED

UNDISTURBED SOIL

CONCRETE SHAPED INVERT

NOTES:

REINFORCEMENT:

1. WALLS - #4 BARS AT 15" BOTH WAYS.

2. DIAGONAL BARS AT ALL CIRCULAR OPENINGS.

PIPE SIZE:

AA

12" MIN.

4" TYP.

6"

6"

3'-0"

8" MIN.

4" TYP.

4" TYP.

2' -0

20 AREA INLET

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

CK101

1 DUCT BANK DETAIL "A-A"

(3'-0")(4'-0")

2 DUCT BANK DETAIL "B-B"

(3'-0")

3 DUCT BANK DETAIL "C-C"

(4'-0")

4 DUCT BANK DETAILS "D-D"

(4'-0")(3'-0")

5 DUCT BANK DETAIL "E-E" 6 DUCT BANK DETAIL "F-F"

7 POWER MANHOLE DETAILS

8 MANHOLE GROUNDING DETAIL

STAINLESS STEEL HEX

HEAD BOLT W/WASHER

PULL SLOT

SKID RESISTANT SURFACE

EXTENSIONS AS REQUIRED

BY CONDUIT DEPTH

KNOCKOUTS - (8)

SLOPE GRADE AWAY

FROM COVER 1" IN 3'

MOUSE HOLES

CONDUIT ENTRY PENETRATION

NOT TO EXCEED 25 PERCENT

OF SIDE WALL AREA

GRAVEL DRAINAGE BED

MINIMUM 12" DEPTH EXTENDING

6" BEYOND ALL EDGES. MINIMUM

SIZE GRAVEL 1"

8" EXTENSION

LOGO

LENGTH

WIDTH

DEPTH

1.

2.

NOTES:

ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.

ANY SPLICES OR DEVICES IN HANDHOLE SHALL BE SUBMERGIBLE.

LOCKABLE LID

LID SHALL BE MARKED

"ELECTRIC"

EXTERIOR HANDHOLE DETAIL9

CIVIL DETAILS

DETAILS

NO. DESCRIPTION DATE

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6"

6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseENGINEER OF RECORDCONSULTANT CONSTRUCT CENTRALIZED

EMERGENCY POWER SYSTEM

589A7-21-132

Project Director

2026-03-26

321 4 5 6 7 8 9 10

A

B

C

D

E

F

21 4 5 6 7 8 9 10

A

C

D

E

F

ROBERT J. DOLE VA MEDICAL CENTER

WICHITA, KANSAS

Civil / Site Utility Engineering:Hazardous Materials:

MABBETT & ASSOCIATES, INC.

Fire & Life Safety:

STANTON ENGINEERING SERVICES, LLC

Architectural:

OCULUS, INC.

Structural:

PROFESSIONAL ENGINEERING

CONSULTANTS, PA (PEC)IMEG, CORP. 37

LKS PTD

CIVIL

LINNEA K.

SHAW

062-074863

CK102

CIVIL DETAILS

DETAILS

NOTES:

1. PROVIDE BI-FOLDING GATE AND SECURITY SYSTEM MANUFACTURER'S STANDARD DETAILS AND AND INSTALLATION REQUIREMENTS.

2. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND SITE CONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF THE GATE SYSTEM.

3. COORDINATE GATE INSTALLATION WITH ADJACENT FENCING, UTILITIES, PAVEMENT, AND GRADING SHOWN ON THE PLANS.

4. GATE OPERATOR FOUNDATIONS, POSTS, AND MOUNTING HARDWARE SHALL BE PROVIDED AND INSTALLED PER MANUFACTURER REQUIREMENTS

UNLESS NOTED OTHERWISE.

5. ELECTRICAL POWER, CONTROL CONDUITS, AND GROUNDING SHALL BE COORDINATED WITH ELECTRICAL DRAWINGS AND INSTALLED IN

ACCORDANCE WITH APPLICABLE CODES.

6. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION, INCLUDING GATE DIMENSIONS, OPERATOR INFORMATION, FOUNDATION REQUIREMENTS, AND ELECTRICAL REQUIREMENTS.

7. GATE SYSTEM SHOWN IS BASED ON A SPECIFIC MANUFACTURER FOR DESIGN INTENT. APPROVED EQUAL SYSTEMS MAY BE PROVIDED WITH

OWNER/ENGINEER APPROVAL.

BI-FOLD GATE DETAIL1