Attachment 21 - Design Drawings .pdf

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

CO

VE

R

SH

EE

T

C-001

Sheet List Table Sheet

Number Sheet Title

C-001 COVER SHEET

VF101 EXISITNG CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 PAVEMENT STRIPING AND

SIGNAGE PLAN

CS201 ARDOT HIGHWAY 107 LAYOUT

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CU101 UTILITY PLAN

CG101 GRADING PLAN

CG102 STREET PROFILE

CG201 STORM DRAINAGE PLAN

CG202 STORM PROFILES

CG301 EROSION CONTROL PLAN

CG501 STORM DETAILS

CG502 EROSION CONTROL DETAILS

S T A T E O F

T

HOMA S C . GRA HAM

I I

No. 10432

I I

Fiber Optic along the west Top of Bank

MH-Sewer

Top EL 366.94

INV N(6.67) EL 360.27 8"PVC

INV W(6.94) EL 360.00 8"PVC

MH-Sewer

Top EL 363.39

INV E(9.82) EL 353.57 8"PVC

INV SW(9.90) EL 353.49 8"PVC

MH-Sewer

Top EL 377.93

INV N(12.03) EL 365.90 8"PVC

INV S(11.87) EL 366.06 8"PVC

INV NW(3.10) EL 374.83 4"Service

INV NW(4.10) EL 373.83 4"Service

MH-Sewer

Top EL 358.83

INV NW(9.02) EL 349.81 8"PVC

MH-Sewer

Top EL 359.99

INV NE(9.03) EL 350.96 8"PVC

INV SE(9.01) EL 350.98 8"PVC

TBM

Chiseled Square on the middle of a Headwall

EL 380.56

Control Pt.1 Rebar-Cap

Control Pt.2 Rebar-Cap

Control Pt.5 Rebar-ALM

Control Pt.6 Rebar-ALM

Control Pt.7 60d Nail

Control Pt.9 PK Nail

Control Pt.20 60d Nail

C P

C P

C P

C P

C P

CP

CP

CP

EXISTING CONCRETE

PAVEMENT

EXISTING FENCE

EXISTING

ASPHALT

PAVEMENT

EXISTING ELECTRIC VAULT

EXISTING

WATER LINE

EXISTING

PARKING

SPACES

EXISTING

CURB &

GUTTER

EXISTING FENCE

EXISTING

MONITORING

WELL

EXISTING

BRICK SIGN

EXISTING

POWER

POLE

EXISTING

SIGNS

EXISTING

WOODEN POSTS

EXISTING PVC

BOLLARDS

EXISTING GUARD

HOUSE

EXISTING

SPEED

BUMP

EXISTING POWER POLE

EXISTING POWER POLE

EXISTING

SIGNS

EXISTING 18"

STORM PIPE

EXISTING

BARRICADE

EXISTING

CANOPY

EXISTING

WINDSTREAM

VAULT

EXISTING

COMMUNICATIONS

VAULT

EXISTING

TRANSFORMER

EXISTING

ELECTRIC BOX

EXISTING

SANITARY

SEWER LINE

EXISTING GRAVEL PAVEMENT

EXISTING GRAVEL PAVEMENT

EXISTING

STORM PIPE

EXISTING HEADWALL

EXISTING 42" RCP

EG 386.02

EG 382.97

EG 377.00

EG 382.49

EG 386.91

EG 386.07

EG 387.01

EG 383.53

EG 382.79

EG 383.00

EG 387.01

EG 389.77

EG 393.04

EG 389.98

EG 389.98

EG 388.02

EG 387.64

AR HW

Y 107

ARNOLD DRIVE

EXISTING ROW

EXISTING ROW

EXISTING ROW

PROPOSED ROW

WITH ARDOT

PROJECT 061738

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

EX

IS

IT

N

G C

O N

D

IT

IO

N

S

VF101

SCALE: 1" = 40'A1 EXISTING CONDITIONS PLAN

FLOOD STATEMENT:

ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.) OF PULASKI

COUNTY, ARKANSAS MAP NUMBER 05119C0195G, EFFECTIVE DATE JULY 6,

2015, THIS PROPERTY IS LOCATED IN ZONE "X", AN AREA DETERMINED TO

BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.

20' 40' 80' 120'0

SCALE: 1" = 40'

OFF-SITE SURVEY CONTROL POINTS

BENCHMARK 1

REBAR W/ ALUMINUM CAP

NORTHING=1260947.71

EASTING=2124449.38

ELEVATION=386.59 FEET

BENCHMARK 2

REBAR W/ ALUMINUM CAP

NORTHING=1261088.52

EASTING=2124281.53

ELEVATION=382.17 FEET

BENCHMARK 3

60D NAIL

NORTHING=1261094.32

EASTING=2123724.05

ELEVATION=379.22 FEET

BENCHMARK 4

60D NAIL

NORTHING=1260604.12

EASTING= 2124718.64

ELEVATION=387.86 FEET

BENCHMARK 5

ALUMINUM MONUMENT

NORTHING=1261356.61

EASTING= 2124342.08

ELEVATION=390.67 FEET

BENCHMARK 6

ALUMINUM MONUMENT

NORTHING=1261281.66

EASTING= 2124182.14

ELEVATION=383.34 FEET

BENCHMARK 7

60D NAIL

NORTHING=1261449.64

EASTING= 2123977.46

ELEVATION=363.55 FEET

BENCHMARK 8

60D NAIL

NORTHING=1261820.27

EASTING= 2124137.41

ELEVATION=380.20 FEET

BENCHMARK 9

PK NAIL

NORTHING=1261436.97

EASTING= 2124205.67

ELEVATION=385.88 FEET

1. NORTH AND THE SURVEY DATUM SHOWN HEREON IS BASED ON ARDOT

VIRTUAL REFERENCE STATION IN THE ARKANSAS STATE PLANE

COORDINATE SYSTEM (N.A.D.83 - ARKANSAS SOUTH) AND DRAWINGS

PROVIDED BY GARVER. ELEVATION DERIVED BY GPS IN NAVD 83 USING

GEIOD 18.

2. THE ORIGINAL TOPOGRAPHIC SURVEY WAS PERFORMED BY GARVER IN

DECEMBER 2023. THE LIMITS OF THE SURVEY ARE SHOWN IN THIS PLAN.

3. UTILITIES SHOWN HEREON ARE BASED ON SURVEY DATA SHOT BY

GARVER.

4. ELEVATIONS SHOWN HEREON ARE RELATIVE TO N.A.V.D. 83. BASED ON

BENCHMARKS "TBM CHISELED SQUARE ON THE NORTH EDGE OF

CONCRETE PAD" & "TBM CHISELED SQUARE ON THE MIDDLE OF A

HEADWALL" AS PROVIDED BY GARVER.

GENERAL SURVEY NOTES

EXISTING RIGHT-OF-WAY (ROW)

EXISTING GRAVEL PAVEMENT

LEGEND

EXISTING ASPHALT PAVEMENT

EXISTING TREE LINE

EXISTING CONCRETE PAVEMENT

FOR INFORMATION ONLY

18" RCP

FL N 379.70

FL S 377.79

18" RCP

FL N 369.09

FL W 368.83

18" RCP

FL E 363.56

FL S 365.23

18" RCP

FL N 380.43

FL S 374.96

42" RCP

FL SE 352.89

FL NW 361.45

48" RCP

FL SE 353.04

3' slim Traffic cones bolted to the road.

3.5' Wooden Posts

Fiber Optic along the west Top of Bank

MH-Sewer

Top EL 363.39

INV E(9.82) EL 353.57 8"PVC

INV SW(9.90) EL 353.49 8"PVC

MH-Sewer

Top EL 359.99

INV NE(9.03) EL 350.96 8"PVC

INV SE(9.01) EL 350.98 8"PVC

Guard House

3.5' Wooden Posts

TBM

Chiseled Square on the middle of a Headwall

EL 380.56

Control Pt.1 Rebar-Cap

Control Pt.2 Rebar-Cap

Control Pt.5 Rebar-ALM

Control Pt.6 Rebar-ALM

Control Pt.7 60d Nail

Control Pt.9 PK Nail

Control Pt.20 60d Nail

EX. DRAIN PIPE

TOP EL.=376.46'

INVERT EL.=374.96'

C P

C P

C P

C P

C P

EX. DRAIN PIPE

TOP EL.= 381.93

INVERT EL.=380.43

EX. DRAIN PIPE

TOP EL.=379.29'

INVERT EL.=377.79'

EX. DRAIN PIPE

TOP EL.=381.20'

INVERT EL.=379.70'

C P

C P

C P

C P

C P

CP

CP

CP

N 2124720.74 E 1260794.15

N 2124713.81 E 1260786.51

N 2124457.88 E 1261175.65

N 2124459.13 E 1261157.79

N 2124697.32 E 1260800.02

N 2124240.54 E 1261239.38

N 2124295.65 E 1261288.53

N 2124245.42 E 1261269.47

REMOVE AND

DISPOSE EXISTING

18" RCP (58 LF)

REMOVE AND DISPOSE

EXISTING 18" RCP (137 LF)

RELOCATE EXISTING SIGN.

SEE SITE PLAN SHEET

CS101

REMOVE EXISTING

GRAVEL

(±7,161 SF)

EXISTING PAVEMENT TO BE

REMOVED BY ARDOT

(±16,377 SF)

REMOVE AND DISPOSE

EXISTING CONCRETE

CURB AND GUTTER (64 LF)

REMOVE AND DISPOSE

492 LF EXISTING FENCE

REMOVE AND DISPOSE EXIST.

PAVEMENT (+/- 3,777 SF

REMOVE AND DISPOSE

492 LF EXISTING FENCE

REMOVE AND DISPOSE

492 LF EXISTING FENCE

REMOVE AND DISPOSE

58 LF EXISTING FENCE

REMOVE AND DISPOSE

35 LF EXISTING FENCE

REMOVE AND DISPOSE

EXISTING FENCE

SLIDING GATE

REMOVE EXISTING

GRAVEL

(±4,627 SF)

PROTECT EX

MONITORING WELL

LIMITS OF CONSTRUCTION

± 204,600 SF

±4.70 ACRES

PAVEMENT DEMOLITION

TO BE COORDINATED

WITH ARDOT PROJECT

061738

AR HW

Y 107

ARNOLD DRIVE

REMOVE EXISTING

CONCRETE DRIVE

(+/- 5,990 SF)

N 2124728.54 E 1260794.52

N 2124731.69 E 1260759.77

N 2124725.24 E 1260701.61

N 2124774.38 E 1260871.24

N 2124783.77 E 1260959.99

N 2124781.62 E 1261004.62

N 2124769.52 E 1261072.76

N 2124750.69 E 1261114.06 N 2124684.54

E 1261171.23

N 2124170.76 E 1261224.02

N 2124126.00 E 1261214.50

N 2124134.53 E 1261163.35

EXIST. COMMUNICATIONS LINE AND

UTILITY POLE TO Be REMOVED BY

BRIGHTSPEED PRIOR TO

CONSTRUCTION. COORDINATE

TIMING WITH WYATT BEENE

(wyatt.beene1@brightspeed.com).

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

D

EM

O

LI

TI

O

N P

LA

N

CD101

SCALE: 1" = 40'A1 DEMOLITION PLAN

GENERAL DEMOLITION NOTES

1. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND ADJACENT TO THE

LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE

THESE UTILITIES ON THE PLANS, HOWEVER ALL EXISTING UTILITIES MAY

NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY

VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF

EXCAVATION, THE CONTRACTOR SHALL MARK THE VISIBLE UTILITIES &

THE UTILITIES SHOWN ON THE PLANS IN THE FIELD. THE CONTRACTOR

SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL THEY ARE NO

LONGER NECESSARY. USE EXTREME CAUTION WHEN EXCAVATING.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE APPROPRIATE

BARRICADES AND SAFETY PRECAUTIONS IN ALL EXCAVATED AREAS.

EXCAVATED AREAS SHALL BE ADEQUATELY FILLED OR COVERED BY THE

CONTRACTOR BEFORE LEAVING THE JOBSITE EACH DAY.

3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING

STRUCTURES, PAVEMENTS, AND UTILITIES.

4. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO THE SITE

DURING CONSTRUCTION.

5. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY AND

CLEAN FASHION.

6. ALL WASTE MATERIALS GENERATED FROM CONSTRUCTION BECOME THE

PROPERTY OF THE CONTRACTOR (UNLESS OTHERWISE NOTED ON THE

PLANS). THE CONTRACTOR SHALL REMOVE THE WASTE MATERIALS

FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER.

7. CONTRACTOR SHALL COORDINATE WITH LITTLE ROCK AIR FORCE BASE

AND UTILITY COMPANY FOR WORK ON ALL UTILITIES PRIOR TO

DEMOLITION/RENOVATION. THESE UTILITIES SHALL INCLUDE (BUT ARE

NOT LIMITED TO) WATER, NATURAL GAS, ELECTRIC, SANITARY SEWER,

AND COMMUNICATIONS LINES. PROVIDE NOTICE TO THE OWNER PRIOR

TO ANY DISRUPTION IN SERVICE.

8. CONTRACTOR SHALL SAWCUT ALL PAVEMENTS OR SIDEWALKS TO BE

REMOVED IN A NEAT AND ORDERLY MANNER PRIOR TO DEMOLITION.

9. CONTRACTOR SHALL COORDINATE WITH LITTLE ROCK AIR FORCE BASE

DURING TREE REMOVAL.

10.CONTRACTOR SHALL TURN IN RECYCLABLE MATERIALS TO THE

RECYCLING CENTER. RECYCLING CENTER WILL PROVIDE CONTAINERS

AND NEED 48 HOURS OF NOTICE FOR DELIVERY. CONTACT PHONE

NUMBER IS: 501-987-6611.

11.CONTRACTOR SHALL COORDINATE TREE REMOVAL WITH LRAFB.

SAWCUT, REMOVE, & DISPOSE

EXISTING PAVEMENT

REMOVE AND DISPOSE GRAVEL

LEGEND

LIMITS OF CONSTRUCTION

REMOVE EXISTING STRUCTURES

PAVEMENT REMOVAL TO BE DONE BY

ARDOT, REFERENCE PROJECT 061738

CLEAR AND GRUBB TREES

20' 40' 80' 120'0

SCALE: 1" = 40'

I I

S T A T E O F

T

HOMA S C . GRA HAM

No. 10432

R30'

R161'

R150'

R150'

R197'

R5'

R50'

49'

25'

26.64'

26.06'

54.02'

9.97'

172.17'

COORDINATE B

N 2124660.32 E 1260879.15

COORDINATE A

N 2124705.14 E 1260859.34

68.07'

R80'

10'

(TYP)

R4.5'

10'10'

3' slim Traffic cones bolted to the road.

3.5' Wooden Posts

Fiber Optic along the west Top of Bank

MH-Sewer

Top EL 363.39

INV E(9.82) EL 353.57 8"PVC

INV SW(9.90) EL 353.49 8"PVC

MH-Sewer

Guard House

3.5' Wooden Posts

TBM

Chiseled Square on the middle of a Headwall

EL 380.56

Control Pt.1 Rebar-Cap

Control Pt.2 Rebar-Cap

Control Pt.5 Rebar-ALM

Control Pt.6 Rebar-ALM

Control Pt.7 60d Nail

Control Pt.9 PK Nail

Control Pt.20 60d Nail

C P

C P

C P

C P

C P

CP

CP

CP

CONCRETE ISLAND

LIMITS OF CONSTRUCTION

± 204,600 SF

±4.70 ACRES

INSTALL 795 LF

NEW FENCE

CONNECT TO

EXISTING

CONCRETE CURB

AND GUTTER

INSTALL ASPHALT

PAVEMENT

(±29,362SF)

INSTALL 782 LF

NEW FENCE

CONNECT TO

EXISTING

CONCRETE CURB

AND GUTTER

INSTALL 10'

WIDE GRAVEL

PAVEMENT

(±4,366 SF)

AR HW

Y 107

N 2124697.07 E 1260800.12

N 2124674.71 E 1260942.73

N 2124721.29 E 1260968.80

N 2124296.29 E 1261294.44

N 2124245.42 E 1261269.47

N 2124308.60 E 1261139.28

N 2124292.36 E 1261156.24

N 2124280.52 E 1261101.37

N 2124399.81 E 1261134.27

N 2124501.86 E 1261116.35

N 2124500.12 E 1261141.29

N 2124667.95 E 1261172.47

N 2124632.38 E 1261169.96

N 2124720.86 E 1260794.01

APRON CONNECTION

INSTALLED BY ARDOT,

PROJECT 061738.

NOT IN THIS CONTRACT.

LRAFB ROAD

CONSTRUCTION BEGINS AT

THE RADIUS RETURNS

GIVEN BY COORDINATES A

AND B SHOWN ON THIS

SHEET.

BEGIN ARNOLD GATE

ROAD CONSTRUCTION.

COORDIANTE WITH

AND CONNECT TO

NEW ENTANCE

PROVIDED BY ARDOT

AR HW

Y 107

ARNOLD DRIVE

N 2124661.68 E 1261006.59

N 2124680.27 E 1261056.16

N 2124650.48 E 1261030.75

N 2124662.12 E 1261074.85

N 2124280.31 E 1261209.81

N 2124293.56 E 1261212.92

N 2124346.43 E 1261191.06

N 2124352.60 E 1261145.87

EX MONITORING

WELL LOCATION.

DO NOT DISTURB.

N = 2124451.74 E = 1261187.94

N 2124687.73 E 1260810.97

N 2124418.45 E 1261145.60

N 2124349.84 E 1261286.82

N 2124299.45 E 1261279.20

N 2124304.31 E 1261275.64

Rebar-ALM

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

SI

TE

P

LA

N

CS101

SCALE: 1" = 40'A1 SITE PLAN

FLOOD STATEMENT:

ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.) OF PULASKI

COUNTY, ARKANSAS MAP NUMBER 05119C0195G, EFFECTIVE DATE JULY 6,

2015, THIS PROPERTY IS LOCATED IN ZONE "X", AN AREA DETERMINED TO

BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.

GENERAL SITE NOTES

1. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND ADJACENT TO THE

LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE

THESE UTILITIES ON THE PLANS, HOWEVER ALL EXISTING UTILITIES

MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES

MAY VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE

OF EXCAVATION, THE CONTRACTOR SHALL MARK THE VISIBLE

UTILITIES & THE UTILITIES SHOWN ON THE PLANS IN THE FIELD. THE

CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL

THEY ARE NO LONGER NECESSARY.

2. DIMENSIONS ARE GIVEN TO BACK OF CURB, CENTER OF STRIPE, FACE

OF BUILDING, EDGE OF PAVEMENT, OR PROPERTY LINE, UNLESS

OTHERWISE NOTED.

3. COORDINATES GIVEN FOR RADII ARE FROM THE CENTER OF THE

RADIUS.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE APPROPRIATE

BARRICADES AND SAFETY PRECAUTIONS IN ALL EXCAVATED AREAS.

EXCAVATED AREAS SHALL BE ADEQUATELY FILLED OR COVERED BY

THE CONTRACTOR BEFORE LEAVING THE JOBSITE EACH DAY.

5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING

STRUCTURES, PAVEMENTS, AND UTILITIES.

6. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO THE SITE

DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY AND

CLEAN FASHION.

8. ALL WASTE MATERIALS GENERATED FROM CONSTRUCTION BECOME

THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL

REMOVE THE WASTE MATERIALS FROM LRAFB PROPERTY AND DISPOSE

OF IN A LEGAL MANNER.

9. ITEMS LABELED AS "PROPOSED" OR "INSTALL" SHALL BE CONSTRUCTED

AS INDICATED IN THE CONSTRUCTION DOCUMENTS AS PART OF THIS

PROJECT.

10.SEE SHEETS CS501 THROUGH CS503 FOR CIVIL DETAILS.

PROPOSED GRAVEL PAVEMENT

LEGEND

LIMITS OF CONSTRUCTION

PROPOSED FENCE

PROPOSED MONUMENT SIGN

PROPOSED ROADWAY SIGNAGE

20' 40' 80' 120'0

SCALE: 1" = 40'

SCALE: 1" = 20'B8 NEW GATE LOCATION PLAN

20' 40' 60'10'0

SCALE: 1" = 20'

INSTALL 20' WIDE

DOUBLE SWING GATE

GUARD

HOUSE

INSTALL 12' WIDE

DOUBLE SWING GATE

GATE POST

N = 2124298.90 E = 1261277.02

GATE POST

N = 2124279.26 E = 1261273.25

GATE POST

N = 2124259.04 E = 1261269.36

GATE POST

N = 2124247.25 E = 1261267.09

N = 2124235.80 E = 1261264.89

END NEW FENCE (SET

POST AND CONNET

TO EXISTING FENCE)

N = 2124240.54 E = 1261239.38

NEW FENCE

INSTALL 21 LF

NEW FENCE

INSTALL 38 LF

NEW FENCE

ASPHALT PAVING

I I

S T A T E O F

T

HOMA S C . GRA HAM

LIMITS OF CONSTRUCTION

END TRANSITION

FROM 4 LANES TO

2 LANES OVER 60

LF

4" REFLECTIVE

YELLOW STRIPING

4" REFLECTIVE

DASHED WHITE

STRIPING

INSTALL

MERGE SIGN

N = 2124669.61 E = 1260939.59

4" REFLECTIVE

WHITE STRIPING

WITH 12" SPACING

STRIPING AT ENTRANCE DRIVE IS NOT IN THIS

CONTRACT. COORDINATE AND MATCH

STRIPING WITH ARDOT PROJECT 061738.

SEE SHEET CS201 FOR ARDOT STRIPING

REFERENCE.

INSTALL RIGHT TURN

AND LEFT TURN ONLY

SIGNAGE

N = 2124641.17 E = 1261099.14

AR HW

Y 107

ARNOLD DRIVE

N = 2124271.60 E = 1261274.90

4" REFLECTIVE

YELLOW STRIPING

N = 2124283.41 E = 1261217.11

N = 2124308.37 E = 1261133.40

N = 2124347.97 E = 1261118.11

N = 2124500.99 E = 1261128.82

N = 2124694.16 E = 1260864.19

N = 2124671.74 E = 1260874.07

N = 2124697.39 E = 1261010.78

N = 2124661.79 E = 1261036.06

N = 2124682.73 E = 1260869.25

R

4.

N = 2124513.89 E = 1260944.44

49' BACK TO

BACK

12.5' 12.5'

INSTALL STOP

SIGN (TYP.)

INSTALL LITTLE ROCK AIR FORCE

BASE SIGN (SEE DETAIL E7/CS501)

INSTALL LITTLE ROCK AIR FORCE

BASE SIGN (SEE DETAIL E7/CS501)

INSTALL GATE

NOTIFICATION SIGN

SEE DETAIL A7/CS501

N = 2124537.76 E = 1261110.46

COORDINATE ACTUAL

LOCATION IN FIELD W/ LRAFB

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

PA

VE

M

EN

T

ST

R

IP

IN

G

A N

D

SI

G N

AG

E

PL

AN

CS102

SCALE: 1" = 40'A1 PAVEMENT STRIPING AND SIGNAGE PLAN

GENERAL SITE NOTES

1. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND ADJACENT TO THE

LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE

THESE UTILITIES ON THE PLANS, HOWEVER ALL EXISTING UTILITIES

MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES

MAY VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE

OF EXCAVATION, THE CONTRACTOR SHALL MARK THE VISIBLE

UTILITIES & THE UTILITIES SHOWN ON THE PLANS IN THE FIELD. THE

CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL

THEY ARE NO LONGER NECESSARY.

2. DIMENSIONS ARE GIVEN TO BACK OF CURB, CENTER OF STRIPE, FACE

OF BUILDING, EDGE OF PAVEMENT, OR PROPERTY LINE, UNLESS

OTHERWISE NOTED.

3. COORDINATES GIVEN FOR RADII ARE FROM THE CENTER OF THE

RADIUS.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE APPROPRIATE

BARRICADES AND SAFETY PRECAUTIONS IN ALL EXCAVATED AREAS.

EXCAVATED AREAS SHALL BE ADEQUATELY FILLED OR COVERED BY

THE CONTRACTOR BEFORE LEAVING THE JOBSITE EACH DAY.

5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING

STRUCTURES, PAVEMENTS, AND UTILITIES.

6. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO THE SITE

DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY AND

CLEAN FASHION.

8. ALL WASTE MATERIALS GENERATED FROM CONSTRUCTION BECOME

THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL

REMOVE THE WASTE MATERIALS FROM THE SITE AND DISPOSE OF IN A

LEGAL MANNER.

9. ITEMS LABELED AS "PROPOSED" OR "INSTALL" SHALL BE CONSTRUCTED

AS INDICATED IN THE CONSTRUCTION DOCUMENTS AS PART OF THIS

PROJECT.

10.SEE SHEETS CS501 THROUGH CS503 FOR CIVIL DETAILS.

PROPOSED ASPHALT PAVEMENT

PROPOSED GRAVEL PAVEMENT

LEGEND

LIMITS OF CONSTRUCTION

PROPOSED FENCE

PROPOSED ROADWAY SIGNAGE

4" REFLECTIVE DASHED WHITE STRIPING

4" REFLECTIVE SOLID YELLOW STRIPING

20' 40' 80' 120'0

SCALE: 1" = 40'

SCALE: NONEB8 PAVEMENT STRIPING DETAILS

NOTE:

ARROW TO BE PAINTED WHITE ON CONCRETE AND ASPHALT.

5'

10'

3'

2.6'

3.6'

3.3'

1.9'

R3.3'

R2.3'

5.6'

12"

8.2'

REFLECTIVE WHITE

PAVEMENT PAINT

TYPICAL TURN ARROW

TYPICAL PAINTED DIRECTIONAL ARROW

I I

S T A T E O F

T

HOMA S C . GRA HAM

AR HW

Y 107

COORDINATE STRIPING WITH

ARDOT PROJECT 061738

LIMITS OF CONSTRUCTION

ARDOT PROJECT 061738

PROPOSED CONSTRUCTION

ARDOT PROJECT 061738

ARNOLD GATE

GUARD HOUSE

NEW ARNOLD GATE

PAVEMENT IMPROVEMENTS

NEW SECURITY

FENCING

DEMARCATION LINE

BETWEEN ARNOLD GATE

PROJECT AND ARDOT

PROJECT 061738

ARNOLD GATE

ARDOT

061738

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

AR

D

O T

H

IG

H W

AY

L

AY

O

U T

CS201

SCALE: 1" = 40'A1 ARDOT HIGHWAY 107 LAYOUT

NOTES:

1. CONTRACTOR TO COORDINATE WITH ARDOT DURING

CONSTRUCTION.

2. CONTRACTOR TO TIE IN NEW CONSTRUCTION FOR ARNOLD

GATE PAVEMENTS INTO NEW ENTRANCE PAVEMENTS THAT WILL

BE DESIGNED AND INSTALLED BY ARDOT THROUGH PROJECT

061738.

3. MATCH PAVEMENT MARKINGS ON THE NEW ENTRANCE

PAVEMENTS AT HWY 107 RIGHT-OF-WAY.

4. ALL MARKINGS AND SIGNAGE SHOWN ON THE PROPOSED

ARDOT PROJECT 061738 ARE FOR INFORMATION ONLY.

20' 40' 80' 120'0

SCALE: 1" = 40'

FOR INFORMATION ONLY

I I

S T A T E O F

T

HOMA S C . GRA HAM

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

SI

TE

D

ET

AI

LS

CS501

8" 16"

6" 2"

12"

6"

SCALE: NONEF1 ATFP CURB AND GUTTER

SCALE: NONED4 CLASS E ASPHALT PAVING

SCALE: NONEA7 GATE NOTIFICATION SIGN

SCALE: NONEA1 TYPICAL SIGNAGE DETAIL

NOTE: DETAIL COMPLIMENTARY OF LITTLE ROCK AFB.

6"

SCALE: NONEA4 GUIDE WHEEL FOR GATE

18" COMPACTED SUBGRADE TO 95% ASTM

D698. MOISTURE CONTENT WITHIN THE

RANGE OF OPTIMUM +/-2% EXCEPT FOR

FAT CLAYS WHICH SHALL BE PLACED AT

ABOVE OPTIMUM MOISTURE CONTENTS

12" OF CLASS 7 CRUSHED STONE BASE COURSE

(STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION, SECTION 303) COMPACTED TO

95% STANDARD PROCTOR (ASTM D698)

MINIMUM 6" COMPACTED SUBGRADE

95% STANDARD PROCTOR

ASTM D698 MOISUTRE CONTENT -2%

TO +2% OPTIMUM MOISTURE

12" OF CLASS 7 CRUSHED STONE BASE COURSE

(STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION, SECTION 303) COMPACTED TO

95% STANDARD PROCTOR (ASTM D698)

2" ASPHALT CONCRETE HOT MIX

SURFACE COURSE (ARDOT

STANDARD SPECIFICATIONS

SECTION 407, 1/2-INCH, PG = 70-22)

4" ASPHALT CONCRETE HOT MIX

BINDER COURSE (ARDOT

STANDARD SPECIFICATIONS

SECTION 406, 1-INCH, PG = 70-22)

7' (M

IN

IM

U M

T O

B O

TT

O

M O

F

LO

W

ES

T

SI

G N

NOTE:

ALL WAYFINDING SIGNS SHOULD COMPLY WITH LITTLE

ROCK AFB STANDARDS, LOCAL CODES AND ARDOT. MOUNT

SIGNS IN ACCORDANCE WITH MANUFACTURER'S

INSTRUCTIONS.

MOUNT SIGNAGE

HERE

SCALE: NONEE7 TYPICAL WAYFINDING SIGNAGE SUPPORT DETAIL

6" 6"

ARNOLD GATE SIGNAGE NOTES:

TYPEFACE:

HELVETICA MEDIUM UPPER AND LOWER CASE

ARROW:

PLACE AT END INDICATING DIRECTION

STROKE WIDTH IS HELVETICA MEDIUM CAP

COLOR:

PANEL IS DARK BROWN

LETTERING IS WHITE

POST IS DARK BROWN

EXPOSED PANEL BACKS AND EDGES ARE DARK BROWN

ALL PAINT IS SEMI GLOSS

COORDINATE WITH LITTLE ROCK AFB PRIOR TO FABRICATION.

"U"-CHANNEL POST

(3 LBS./FT.)

PROVIDE "U" CHANNEL POST

WITH BREAK AWAY CONNECTION

PROVIDE "U" CHANNEL POST

WITH BREAK AWAY CONNECTION

*** EMBED POSTS A MINIMUM OF 30" INTO COMPETENT

SOIL.

EMBED POSTS A MINIMUM OF 18" INTO ROCK

Little Rock Air Force Base Arnold Gate No Commercial Vehicles 2.

9'

VERIFY ARROW

DIRECTION WITH

PLAN PRIOR TO

FABRICATION

7' (M

IN

IM

U M

T O

B O

TT

O

M O

F

LO

W

ES

T

SI

G N

6" 6"

"U"-CHANNEL POST

(3 LBS./FT.)

PROVIDE "U" CHANNEL POST

WITH BREAK AWAY CONNECTION

PROVIDE "U" CHANNEL POST

WITH BREAK AWAY CONNECTION

Little Rock Air Force Base Arnold Gate No Commercial Vehicles 2.

9'

SEE NOTES ON E7/CS501 ABOVE FOR

SIGNAGE NOTES NOT LISTED ON THIS

DETAIL.

OPEN

PROVIDE TWO HOOKS

FOR REMOVABLE SIGN

PLACARDS

OPEN

CLOSED

PROVIDE TWO PLACARDS

(OPEN/CLOSED) TO HAND ON

THE TWO HOOKS ON THE

GATE SIGN.

1.5'

8"

SCALE: NONEF3 GRAVEL PAVING

5%

10'

,I I

S T A T E O F

T

HOMA S C . GRA HAM

,I I

No. 10432

SIGN PLACED IN CONCRETE 1'

DIAMETER, 2-1/2' DEPTH

SIGN PLACED IN CONCRETE 1'

DIAMETER, 2-1/2' DEPTH

SIGN PLACED IN CONCRETE 1'

DIAMETER, 2-1/2' DEPTH

SIGN PLACED IN CONCRETE 1'

DIAMETER, 2-1/2' DEPTH

SIGN PLACED IN CONCRETE 1'

DIAMETER, 2-1/2' DEPTH

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

SI

TE

D

ET

AI

LS

CS502

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 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 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 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 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 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 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 X X X X X X X X X X X X X X X X X

CORNER POSTLINE POST

1'-0"

7 1/2" TYP

1'-10"

3/8" PLAIN PIN RIVETED

FLUSH TYP

LOCK PIN

TYP

BARBED

WIRE

TYP35°

1'-0"

1'-6"

6" TYP

3/8" PLAIN PIN RIVETED

FLUSH TYP

1'-0"

45°

FENCE AND GATE NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO

LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION

WHICH COMPLY WITH THE SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE

SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED

ON THE SIDE OPPOSITE THE SECURE AREA.

3. FENCE TYPE SHALL BE FE6.

4. DOUBLE SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,

LATCH ASSEMBLIES AND GATE KEEPERS EXCEPT AS NOTED.

5. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE

OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

AT CONTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE USED IN

LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES

SUPPLIED.

STEEL POST SCHEDULE

USE AND SECTION

CORNER, END & PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

2.375" OD

1.90" OD

2.875" OD

2.375" OD

4.00" OD

2.875" OD

1.66" OD

FABRIC WIDTH 84" TO 96"

FABRIC WIDTH

72" OR LESS

FABRIC WIDTH

84" TO 96"

FABRIC WIDTH

108" AND OVER

10'-0" MAXIMUM 10'-0" OC MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN DIA16" MIN DIA

6"

3'-4" MIN

6"

3'-4"

1 1/2" MIN

2 1/2" MAX

TRUSS ROD

(3/8" MIN DIA)

PCC

CORNER, END,

OR PULL POST

1'-0"

BOTTOM OF FABRICTENSION WIRE

GRADE

HOG RINGS

TYP

BARBED-WIRE ON

EXTENSION ARMS

TIE WIRES OR

HOG RINGS

LINE POST

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

LINE POST

TIE WIRES OR

CLIPS TYP

BRACE RAIL

TOP RAIL

NOTE:

PROVIDE BRACE PANEL WHENEVER

STRAIGHT RUNS EXCEED 500 FEET.

10'-0" MAX 10'-0" MAX

TOP RAIL OR TENSION WIRE

LINE POSTLINE POST PULL POST

BRACE RAILBRACE RAIL

TRUSS RODTRUSS ROD

TENSION WIRE

TRUSS ROD AND BAND

1 1/2"

TYPPCC

TRUSS ROD

(3/8" MIN DIA)

BARBED WIRE OR

TENSION WIRETENSION BAND

FABRIC

TRUSS ROD

(3/8" MIN DIA)

ROUND POST

TENSION BAND (15" OC MAX

AND WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

TENSION BAND DETAIL

TENSION BAR TO

ENGAGE EACH

FABRIC LINK

TENSION BAR

CARRIAGE BOLT

END OR GATE POST DETAIL

9-GAGE STEEL TIE

WIRE (15" OC MAX

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

ROUND POST

9-GAGE STEEL TIE

WIRES (2'-0" OC MAX)

FABRIC

TOP OR BRACE RAIL ATTACHMENT

1'-0"

#8 AWG SOLID

COPPER WIRE

10'-0"

MOLDED

EXOTHERMIC

WELDED OR

APPROVED

CLAMP-TYPE

FITTING OF

COPPER

FENCE POST

3/4" DIA

COPPER-CLAD

STEEL GROUND ROD

SCALE: NONEA1 SECURITY FENCE DETAIL

ALUMINUM HOG RINGS, TIE WIRES, ETC. ARE NOT ALLOWED.

USE MINIMUM #9 GALVANIZED STEEL WIRE WITH A MINIMUM

OF 3 TWIST.

7'-0"

,I I

S T A T E O F

T

HOMA S C . GRA HAM

,I I

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

SI

TE

D

ET

AI

LS

CS503SCALE: NONEA1 CHAIN LINK SECURITY GATE DETAIL

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXX

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 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 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 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 X X X X

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

X X X X X X X X X X X X X X X X X X X X X X

6' OR LESS

GREATER THAN 6' TO 12'

GREATER THAN 12' TO 18'

MORE THAN 18'

OUTSIDE DIMENSION

(NOMINAL)

4.0" OD

6.625" OD

8.625" OD

GATE POST SCHEDULE

GATE LEAF WIDTH

(NOMINAL)

2.875" OD

2.5" SQ

FRANGIBLE GATE POST NOTES:

1. SIZE TO THE DIAMETER REQUIRED FOR

6' HIGH FENCE FABRIC AND GATE

OPENING SHOWN ON THE FENCE PLAN.

PIPE SHALL BE SCHEDULE 80. CUT

CONTINUOUS GROOVE IN PIPE AS

SHOWN IN THE DETAIL TO CREATE A

WEAKENED SHEAR POINT.

2. PIPE SLEEVE: 12" GREATER THAN THE

DIAMETER OF DIMENSION OF THE POST.

3. APPLY COLD GALVANIZED COMPOUND

TO CUT GROOVE AFTER INSERTION INTO

SLEEVE AND BEFORE FABRIC

INSTALLATION.

4. ATTACH SLEEVE TO POST WITH 14"

STAINLESS STEEL BOLT INSTALLED

THROUGH BOTH SLEEVE AND POST

BELOW GROOVE.

48" MIN

1/4" STAINLESS STEEL BOLT12"

1" MAX

2" MAX

24" MIN

DIA

6"

48" DIAMETER

STOP BAR

PIPE SLEEVE

CUT CONTINUOUS GROOVE 0.05"

DEEP AND 0.10" WIDE GROOVE

AT 2" MAX ABOVE GRADE

6" DIA

6"

10"

2'

48" 42"

6"

36"

1"

PCC

1/2" DIA DROP ROD

(INDUSTRY STANDARD)

6" DIA

PCC

CHAIN LINK

FABRIC

PAVED SURFACE

OR GROUND

SAND/GRAVEL

1" ID STEEL PIPE

6"

1'-0"

GATE OPENING WIDTH 56'

LEAF WIDTH = 1/2 GATE OPENING WIDTH

3'-10" FOR POSTS 8 5/8" OD

3'-4" FOR POSTS 6 5/8" OD

3'-0" MIN FOR POSTS

4" OD & LESS

DIRECTION OF GATE

SWING (TYP)

3 HORIZONTAL STRANDS

OF BARBED WIRE

GATE FRAME

3 STRANDS OF BARBED

WIRE (TYP)

FENCE FABRIC TYP

PLAN

3 STRANDS OF BARBED

WIRE TYP

3 STRANDS OF BARBED

WIRE TYPDROP RODGATE FRAME

LATCH

ASSEMBLY

PLAN

SECTION A-A2" MIN

4" MAX

CHAIN LINK FABRIC TYP

HINGES TYP

BOTTOM TENSION WIRE

GRADE LINE

BRACE RAIL TYP

TRUSS ROD TYP

LINE POST

BRACE RAIL TYP

LINE POST 3/8" DIA TRUSS

RODS TYP

16" DIA MIN FOR GATE POSTS 4" OD &

LESS. 24" DIA FOR GATE POSTS OVER

4" OD. SEE FRANGIBLE POST

COUPLING DETAIL ON THIS SHEET FOR

FRANGIBLE POST REQUIREMENTS

ELEVATION

TOP RAIL

12"

BASE

NOTES:

SEE DETAIL B8/CS101 "NEW GATE LOCATION PLAN" FOR FENCE

ALIGNMENT AT THE NEW GATES.

7'-0"

I I

S T A T E O F

T

HOMA S C . GRA HAM

MH-Sewer

Top EL 366.94

INV N(6.67) EL 360.27 8"PVC

INV W(6.94) EL 360.00 8"PVC

MH-Sewer

Top EL 363.39

INV E(9.82) EL 353.57 8"PVC

INV SW(9.90) EL 353.49 8"PVC

MH-Sewer

Top EL 377.93

INV N(12.03) EL 365.90 8"PVC

INV S(11.87) EL 366.06 8"PVC

INV NW(3.10) EL 374.83 4"Service

INV NW(4.10) EL 373.83 4"Service

MH-Sewer

Top EL 358.83

INV NW(9.02) EL 349.81 8"PVC

MH-Sewer

Top EL 359.99

INV NE(9.03) EL 350.96 8"PVC

INV SE(9.01) EL 350.98 8"PVC

LIMITS OF CONSTRUCTION

INSTALL 2-4" PVC

CONDUITS FOR

FUTURE USE

INSTALL 2-4" PVC

CONDUITS FOR

FUTURE USE

AR HW

Y 107

ARNOLD DRIVE

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

U

TI

LI

TY

P

LA

N

CU101

SCALE: 1" = 40'A1 UTILITY PLAN

20' 40' 80' 120'0

SCALE: 1" = 40'

,I I

S T A T E O F

T

HOMA S C . GRA HAM

,I

Top EL 363.39

INV E(9.82) EL 353.57 8"PVC

INV SW(9.90) EL 353.49 8"PVC

0+00

1+00 1+17

1+48

0+00

1+00

LIMITS OF CONSTRUCTION

± 204,600 SF

±4.70 ACRES

AR HW

Y 107

ARNOLD DRIVE

380 379

385386387

CONNECT TO EX

385.00

CONNECT TO EX

385.00

TC 385.00

TC 386.07

TC 385.03

TC 383.17

TC 383.20

TC ???

TC 386.01

CONNECT TO PROP ARDOT CURB

392.00

CONNECT TO EX

CONNECT TO EX

CONNECT TO EX

CONNECT TO EX

CONNECT TO PROP ARDOT CURB

392.04

FG 387.62

FG 387.66

FG 387.72

FG 388.77

FG 387.92

FG 387.35

FG 387.32

FG 388.23

FG 387.33

TC 386.00

TC 386.00 TC 386.00

TC 386.00

382 383 384

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

G R

AD

IN

G P

LA

N

CG101

SCALE: 1" = 40'A1 GRADING PLAN

GENERAL GRADING NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE EROSION CONTROL

MEASURES. THESE MEASURES WILL SATISFY THE REQUIREMENTS OF

LRAFB AND ADEQ. EROSION CONTROL DEVICES WILL BE MAINTAINED

UNTIL PERMANENT GROUND COVER IS ESTABLISHED.

2. SOD, FERTILIZE AND MULCH AREAS DISTURBED BY CONSTRUCTION

(EXCEPT AREAS TO BE PAVED). COMPLY WITH THE STANDARDS SET

FORTH IN THE THE STANDARD SPECIFICATIONS. SEE LANDSCAPE

PLANS/SPECS FOR GROUND COVER REQUIREMENTS.

3. CONTRACTOR SHALL EMPLOY A QUALIFIED MATERIALS TESTING

LABORATORY, ACCEPTABLE TO THE ENGINEER, TO PROVIDE TESTING

SERVICES DURING CONSTRUCTION. TEST RESULTS SHALL BE PROMPTLY

SENT TO THE OWNER/ENGINEER.

4. CONTRACTOR SHALL MAINTAIN BENCHMARKS ON SITE UNTIL THE END

OF CONSTRUCTION.

5. IT IS INCUMBENT UPON THE CONTRACTOR TO FIELD VERIFY THE

EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. A

TOPOGRAPHIC SURVEY INCLUDING UTILITY ROUTES AND TIE-INS,

PAVEMENTS, STRUCTURES, AND GRADES SHALL BE CONDUCTED BY THE

CONTRACTOR. SHOULD SIGNIFICANT DISCREPANCIES BE FOUND,

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER AND ENGINEER OF

RECORD.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL GRADING

RELATED PERMITS PRIOR TO BEGINNING EARTHWORK.

7. SITE FILL SHALL BE DONE IN ACCORDANCE WITH THE GEOTECHNICAL

REPORT.

8. SEE SHEET CG202 FOR STORM SEWER PROFILES.

20' 40' 80' 120'0

SCALE: 1" = 40'

,I I

S T A T E O F

T

HOMA S C . GRA HAM

,I

EL

EV

AT

IO

N

ELEVATIO

N

VERTICAL SCALE: 1"=4'

HORIZONTAL SCALE: 1"=40'

STATION

ARNOLD DRIVE CENTERLINE

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

-3.51%

-0.01% -1.93%

-1.52%

-0.08% 2.82%

PVI STA: 5+16.77

PVI ELEV: 385.94

K: 24.68

LVC: 49.14

BV

C

S:

+9 2.

BV

C E:

.3

EV

C

S:

+4 1.

EV

C E:

.0

PVI STA: 6+22.10

PVI ELEV: 382.25

K: 17.74

LVC: 112.29

BV

C

S:

+6 5.

BV

C E:

.2

EV

C

S:

+7 8.

EV

C E:

.8

3LOW PT. STA: 6+28.22

LOW PT ELEV: 383.13

G R

AD

E

BR

EA

K

ST

A

0+

.8

EL

EV

.9

G R

AD

E

BR

EA

K

ST

A

0+

.3

EL

EV

.9

G R

AD

E

BR

EA

K

ST

A

1+

.0

EL

EV

.7

G R

AD

E

BR

EA

K

ST

A

8+

.0

EL

EV

.1

G R

AD

E

BR

EA

K

ST

A

7+

.1

EL

EV

.0

G R

AD

E

BR

EA

K

ST

A

8+

.9

EL

EV

.0

EXISTING GRADE

FINISHED GRADE

18" RCP

STA 1+36.06

APPROXIMATE LOCATION OF

START OF CONSTRUCTION.

ELEVATIONS HAVE BEEN

COORDINATED WITH ARDOT

PROJECT 061738

CURB

ISLAND

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

ST

R

EE

T

PR

O

FI

LE

CG102

SCALE: 1" = 40'A1 STREET PROFILE

20' 40' 80' 120'0

SCALE: 1" = 40'

I I

S T A T E O F

T

HOMA S C . GRA HAM

INV E(9.82) EL 353.57 8"PVC

INV SW(9.90) EL 353.49 8"PVC

MH-Sewer

Top EL 359.99

INV NE(9.03) EL 350.96 8"PVC

INV SE(9.01) EL 350.98 8"PVC

380 379

385386387

382 383 384

2+00

0+00

1+00

STA. 0+09.36

INSTALL FES D-2

STA. 0+29.57

INSTALL INLET B-1

STA. 0+63.44

INSTALL INLET A-2

SEG. 1B

SEG. 1A

STA. 0+71.33

INSTALL INLET D-1

SEG. 2D

0+00

1+00 1+17

1+48

0+00

1+00

STA. 1+99.63

INSTALL INLET A-4

SEG

. 2A

STA. 1+17.23

INSTALL INLET C-1

SEG. 1C

SEG. 3A

STA. 1+70.95

INSTALL INLET A-3

STA. 0+00.00

INSTALL INLET A-1

SEG. 1D

LIMITS OF CONSTRUCTION

± 204,600 SF

±4.70 ACRES

EXISTING

HEADWALL

EXISTING

42" RCP

AR HW

Y 107

ARNOLD DRIVE

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

ST

O

R M

D R

AI

N

AG

E

PL

AN

CG201

SCALE: 1" = 40'A1 STORM DRAINAGE PLAN

GENERAL GRADING/DRAINAGE NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE EROSION CONTROL

MEASURES. THESE MEASURES WILL SATISFY THE REQUIREMENTS OF THE

LRAFB AND ADEQ. EROSION CONTROL DEVICES WILL BE MAINTAINED UNTIL

PERMANENT GROUND COVER IS ESTABLISHED.

2. SOD, FERTILIZE AND MULCH AREAS DISTURBED BY CONSTRUCTION (EXCEPT

AREAS TO BE PAVED). COMPLY WITH THE STANDARDS SET FORTH IN THE THE

STANDARD SPECIFICATIONS.

3. CONTRACTOR SHALL EMPLOY A QUALIFIED MATERIALS TESTING

LABORATORY, ACCEPTABLE TO THE ENGINEER, TO PROVIDE TESTING

SERVICES DURING CONSTRUCTION. TEST RESULTS SHALL BE PROMPTLY SENT

TO THE OWNER/ENGINEER.

4. CONTRACTOR SHALL MAINTAIN BENCHMARKS ON SITE UNTIL THE END OF

CONSTRUCTION.

5. ALL CONCRETE PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE

UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL GRADING RELATED

PERMITS PRIOR TO BEGINNING EARTHWORK.

GENERAL GRADING NOTES

INSTALL GRAVEL DITCH

LEGEND

LIMITS OF CONSTRUCTION

PROPOSED MAJOR CONTOUR ELEVATION160

EXISTING CONTOUR MINOR

EXISTING CONTOUR MAJOR 665

PROPOSED MINOR CONTOUR ELEVATION158

FLOOD ZONE DELINEATION

INLET ID

CURB OPENING

A-2

A-3

A-4

B-1

C-1

FOR STRUCTURE AND PIPE SIZES, SEE

STORM PROFILES SHEET CG202

FOR EROSION CONTROL, SEE SHEET CG502

20' 40' 80' 120'0

SCALE: 1" = 40'

LENGTH (FT)

A-1

D-1

I I

S T A T E O F

T

HOMA S C . GRA HAM

EL

EV

AT

IO

N

ELEVATIO

N

STATION

STATION

STORM LINE A

-0+50 0+00 1+00 2+00 3+00

-0+50 0+00 1+00 2+00 3+00

ST

A:

+6

3.

, I N

ST

AL

L C

U R

B

IN

LE

T

A-

FL

(S

E)

IN

V:

.8

7'

FL

(W ) I

N V:

.9 7'

FL

(N

) I N

V:

.9

7'

R

IM

: 3

.7

SEG 2A, 107.51 LF

18" RCP @ 1.00%

SEG 3A, 28.68 LF

18" RCP @ 0.92%

ST

A:

+7

0.

, I N

ST

AL

L C

U R

B

IN

LE

T

A-

FL

(S

) I N

V:

.0

5'

FL

(W ) I

N V:

.0 5'

R

IM

: 3

.6

ST

A:

+0

0.

, I N

ST

AL

L C

U R

B

IN

LE

T

A-

FL

(N

W ) I

N V:

.8 8'

FL

(S

) I N

V:

.7

8'

R

IM

: 3

.0

ST

A:

+9

9.

, I N

ST

AL

L C

U R

B

IN

LE

T

A-

FL

(E

) I N

V:

.3

1' R

IM

: 3

.0

SEG 1A, 63.44 LF

18" RCP @ 4.71%

EXISTING GRADE

FINISHED GRADE

EL

EV

AT

IO

N

ELEVATIO

N

STATION

STATION

STORM LINE B

-0+50 0+00 1+00

-0+50 0+00 1+00

ST

A:

+0

0.

, I N

ST

AL

L C

U R

B

IN

LE

T

A-

FL

(S

E)

IN

V:

.8

7'

FL

(W ) I

N V:

.9 7'

FL

(N

) I N

V:

.9

7'

R

IM

: 3

.7

ST

A:

+2

9.

, I N

ST

AL

L C

U R

B

IN

LE

T

B-

FL

(E

) I N

V:

.4

7' R

IM

: 3

.3

SEG 1B, 29.57 LF

18" RCP @ 1.70%

EXISTING

GRADE

FINISHED

GRADE

EL

EV

AT

IO

N

ELEVATIO

N

STATION

STATION

STORM LINE C

-0+50 0+00 1+00 2+00

-0+50 0+00 1+00 2+00

SEG 1C, 117.23 LF

18" RCP @ 4.89%

ST

A:

+0

0.

, I N

ST

AL

L C

U R

B

IN

LE

T

D -1

FL

(S

) I N

V:

.3

2'

FL

(N ) I

N V:

.4 2'

FL

(E

) I N

V:

.4

2'

R

IM

: 3

.2

ST

A:

+1

7.

, I N

ST

AL

L C

U R

B

IN

LE

T

C -1

FL

(W

) I N

V:

.1

5' R

IM

: 3

.8

EXISTING

GRADE

FINISHED

GRADE

EL

EV

AT

IO

N

ELEVATIO

N

STATION

STATION

STORM LINE D

-0+50 0+00 1+00 2+00 2+50

-0+50 0+00 1+00 2+00 2+50

ST

A:

+0

9.

, I N

ST

AL

L

FE

S D

-2

FL

(N

) I N

V:

.0

0' R

IM

: 3

.7

SEG 2D, 61.97 LF

18" RCP @ 0.51%

ST

A:

+7

1.

, I N

ST

AL

L C

U R

B

IN

LE

T

D -1

FL

(S

) I N

V:

.3

2'

FL

(N ) I

N V:

.4 2'

FL

(E

) I N

V:

.4

2'

R

IM

: 3

.2

SEG 1D, 76.41 LF

18" RCP @ 0.47%

ST

A:

+0

0.

, I N

ST

AL

L C

U R

B

IN

LE

T

A-

FL

(N

W ) I

N V:

.8 8'

FL

(S

) I N

V:

.7

8'

R

IM

: 3

.0

EXISTING GRADE

FINISHED GRADE

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

ST

O

R M

P R

O

FI

LE

S

CG202

SCALE: 1" = 40'A1 STORM PROFILES

VERTICAL SCALE: 1"=4'

HORIZONTAL SCALE: 1"=40'

VERTICAL SCALE: 1"=4'

HORIZONTAL SCALE: 1"=40'

VERTICAL SCALE: 1"=4'

HORIZONTAL SCALE: 1"=40'

VERTICAL SCALE: 1"=4'

HORIZONTAL SCALE: 1"=40'

I I

S T A T E O F

T

HOMA S C . GRA HAM

INV E(9.82) EL 353.57 8"PVC

INV SW(9.90) EL 353.49 8"PVC

MH-Sewer

Top EL 359.99

INV NE(9.03) EL 350.96 8"PVC

INV SE(9.01) EL 350.98 8"PVC

SF

SF

380 379

385386387

382 383 384

SF

SF

SF

SF

SF

SF

SF

SF

SF

LIMITS OF CONSTRUCTION

± 204,600 SF

±4.70 ACRES

CONCRETE

WASH-OUT

INSTALL TEMPORARY

CONSTRUCTION ENTRANCE

CONTRACTOR

STAGING AREA

INSTALL INLET

PROTECTION, TYP

APPROX. 262 LF

SILT FENCE

APPROX. 412 LF

SILT FENCE

ROCK CHECK

DAM, TYP.

SF

SF

SF

AR HW

Y 107

ARNOLD DRIVE

SF

EX. GUARD

SHACK

AR

N

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

ER

O

SI

O

N C

O N

TR

O

L

PL

AN

CG301

SCALE: 1" = 40'A1 EROSION CONTROL PLAN

EROSION CONTROL NOTES

1. AREA DISTURBED BY IMPROVEMENTS IS APPROXIMATELY 4.70 ACRES.

2. GRADING FOR THIS PHASE WILL BE PERFORMED IN ONE CONTINUOUS

OPERATION.

3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED

BY THE CONTRACTOR UPON DISTURBANCE OF THE LAND. THESE

MATTERS WILL SATISFY THE REQUIREMENTS OF THE LITTLE ROCK AIR

FORCE BASE AND ADEQ AND SHALL INCLUDE AT A MINIMUM:

A. ON DISTURBED SLOPES LEFT OPEN AND UNMAINTAINED FOR A

PERIOD OF MORE THAN TWO (2) WEEKS, COVER WITH HAY (TACKED,

ANCHORED, OR TIES) AT THE RATE OF 1.5 TONS PER ACRE.

B. IN THE OCCASION THAT WIND EROSION BECOMES EVIDENT, THE

CONTRACTOR SHALL SPRINKLE THE CONSTRUCTION SITE WITH

WATER TO CONTROL DUST.

C. CONTRACTOR SHALL KEEP VEHICLE TRACKING OF SEDIMENT TO A

MINIMUM AND SHALL CLEAR HAUL ROUTES IF TRACKING BECOMES

EXCESSIVE AS DETERMINED BY THE LOCAL GOVERNMENT OR

PROJECT REPRESENTATIVE.

5. PERMANENT VEGETATION COVER WILL BE INSTALLED BY THE

CONTRACTOR. COVER WILL BE:

A. ON ALL DISTURBED AREAS TO BE PAVED, SOLID SODDING SHALL BE

SHOWN AS SHOWN ON THE EROSION CONTROL PLAN.

B. CONSTRUCTION MEASURES FOR SEDIMENT AND EROSION CONTROL

WILL BE MAINTAINED UNTIL PERMANENT COVER IS ESTABLISHED.

6. OWNER: LITTLE ROCK AIR FORCE BASE

7. ANTICIPATED PROJECT SCHEDULE IS FOR CONSTRUCTION TO BEGIN

AFTER RECEIPT OF REGULATORY APPROVALS. INSTALLATION OF

PERMANENT VEGETATION COVER WILL BEGIN IMMEDIATELY UPON

COMPLETION OF CONSTRUCTION ACTIVITIES.

20' 40' 80' 120'0

SCALE: 1" = 40'

INSTALL GRAVEL DITCH

LEGEND

LIMITS OF CONSTRUCTION

PROPOSED MAJOR CONTOUR ELEVATION160

EXISTING CONTOUR MINOR

EXISTING CONTOUR MAJOR 665

PROPOSED MINOR CONTOUR ELEVATION158

FLOOD ZONE DELINEATION

SF

SF PROVIDE TEMPORARY SILT FENCE

DRAINAGE FLOW ARROW

PROVIDE TEMPORARY ROCK CHECK DAM

PROVIDE TEMPORARY SILT FENCING

AROUND INLET

I I

S T A T E O F

T

HOMA S C . GRA HAM

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

ST

O

R M

D

ET

AI

LS

CG501

5'-0"

6"

3'-6"

9'-0" MIN. TO 13'-0" MAX.

(SEE CHART ON CG201)

6"

38"

33"

48"

INSIDE

LIP

A

33"

3.0% SLOPE

6"

12"

6"

6"

4'-0"

SCA LE:

PRECAST CURB INLET SECTION

NOT TO SCALE

B

12"

6"

6"

V-1860 FRAME AND COVER

6"

SCA LE:

SECTION

NOT TO SCALE

A

TOP

THROAT

COMPACTED BACKFILL

TOP OF PRECAST STRUCTURE

INLET BOX OR ROUND MANHOLE W/

SQUARE FLAT TOP OPENING

NOTE:

1. GRADE 60 REINFORCEMENT

2. 4000 PSI CONCRETE

3. H-20 LOAD RATING MINMIMUM

B

SCALE: NONEC1 PRECAST CURB INLET PLAN

SCALE: NONEE6 CONCRETE JUNCTION BOX/GRATE INLET DETAIL

* UTILIZE HEAVY DUTY SOLID LID

FOR JUNCTION BOXES. PROVIDE

SOLID LID AND FRAME WITH H-20

RATING.

#6 @ 6" OC EA WAY

2" CLR. FROM BOT. SLAB

STORM SEWER PIPE

OUTFALL

#6 @ 8" EA WAY

2" CLR. FROM TOP SLAB

#6 DOWELS OR U BARS

@ 8" W/ LAP

#6 @ 8" OC

HORIZ & VERT

CENTER IN WALL

*GRATE & FRAME NEENAH R-4660 TYPE-C

OR APPROVED EQUAL H-20 RATINGTOP OF JUNCTION

BOX OR INLET

FLOWLINE

FLOW

24"

6" MIN.

8" MIN

8"

LAP

4' MINIMUM

DIAMETER

8"

SCALE: NONEA6 FLARED END SECTION

SCALE: NONEA1 TYPICAL STORM PIPE BEDDING DETAIL

WIDTH = 2 X PIPE

DIAMETER

OR 4' MAXIMUM

CLASS 7 AGGREGATE

BASE COURSE

COMPACTED TO 98%

STANDARD PROCTOR

MATCH NEW OR

EXISTING

PAVEMENT SECTION

PIPE

UNDER PAVEMENTS

VA

R

IE

S

(S

EE

P

LA

N S)

M

IN

IM

U

M

6" M

IN

IM

U M

CLASS II BEDDING

MATERIAL *

9" MIN.

6" MIN.

15" MIN.

6" MIN.

SURFACE

WIDTH = 2 X PIPE DIAMETER

OR 4' MAXIMUM

NATIVE BACKFILL COMPACTED TO 90%

STANDARD PROCTOR ASTM D698 *

COMPACTED SELECT BACKFILL

COMPACTED TO 95% STANDARD

PROCTOR ASTM D698 *

CLASS II BEDDING

MATERIAL * * - SEE 3.11.1.3 IN SECTION 31 00 00 EARTHWORK OF

THE SPECIFICATIONS FOR BEDDING AND

BACKFILL INFORMATION.

13' INLET WILL HAVE TWO WINGS.

9' INLET WILL HAVE ONE WING ON THE

UPSTREAM SIDE OF THE NEW INLET.

I I

S T A T E O F

T

HOMA S C . GRA HAM

O

LD

G

AT

E

PA

VE

M

EN

T

IM

PR

O

VE

M

EN

TS

01/08/2025

NK1040

J. JOHNSON

T. GRAHAM

J. JOHNSON T. GRAHAM

AS SHOWN

ISSUED FOR BID SUBMITTAL

ARCHITECT:

01/08/2025

CONSULTANTS:

4701 Northshore Drive North Little Rock, AR 72218

501-376-3633 www.garverusa.com

LITTLE ROCK

ARKANSAS

B

A

C

D

E

F

G

1 2 3 4 5 6 7 8 9

CG502

A

NOTE:

POINTS "A" SHOULD BE HIGHER THAN POINT

"B". PROPER PLACEMENT OF A FILTER

BARRIER IN A DRAINAGE WAY

EXTENSION OF WIRE FENCE AND

FILTER FABRIC INTO TRENCH

2. ATTACH THE FILTER FABRIC TO THE POSTS

AND EXTEND IT INTO THE TRENCH.

1. SET POSTS AND EXCAVATE A 4" X 4"

TRENCH UPSLOPE ALONG THE LINE OF

POST.

3. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

WATER LEVEL

DITCH

CHECK

PLACE BAG

AT BASE OF DITCH CHECK

IN AREA OF OVERFLOW

FLOW LINE OF DITCH

NUMBER OF ROCKS/SAND BAGS

AND ARRANGEMENT VARIABLE

WITH ON-SITE CONDITIONS.

MAINTAIN 2.5' HEIGHT ON

ROCK/SAND BAG BERMS.

6" M

IN

SECTION A-A SECTION B-B

VA

R

IA

BL

E

" T O

4"

N O

R M

AL

ROCKS/SAND BAGS6"

M

IN

SEDIMENT BARRIER IN DRAINAGE WAY

CONTRACTOR SHALL PLACE SEDIMENT BARRIERS AS LOCATED ON PLAN IMMEDIATELY AFTER

CONSTRUCTION OF DRAINAGE SWALES. THE DITCH SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE BALES RESTORED TO THEIR

ORIGINAL DIMENSION WHEN THE SEDIMENT HAS ACCUMULATED TO HALF THE DESIGN DEPTH OF

THE TRAP. SEDIMENT REMOVED SHALL BE DEPOSITED IN SUCH A MANNER THAT IT WILL NOT

ERODE. SEDIMENT FILTERS SHALL BE REMOVED WHEN ITS DRAINAGE AREA HAS BEEN PROPERLY

STABILIZED.

ROCKS/SAND BAGS

4"

4"

SCALE: NONEB5 ROCK/SAND BAG DITCH CHECK

4" x 4" TRENCH

2" SQ. WOOD

POST (TYP)

50' MINIMUM

EXISTING

PAVEMENT

FILTER CLOTH

12" MINIMUM

EXISTING

GROUND

EXISTING

GROUND

A

FILTER CLOTH 12 INCH DIAMETER ROCK12" MINIMUM

24' MINIMUM 4"

MIN.50' MINIMUM

10'

MINIMUM

1" TO 2" INCH

DIAMETER ROCK

6'

MIN.

EX

IS

TI

N

G

PA

VE

M

EN

T

6'

MIN.

SIDE VIEW

24'

MINIMUM

PLAN VIEW

SECTION AA THICKEN GRAVEL SECTION

AT END FACING EXISTING

PAVEMENT - 15" DEEP, 2' WIDE

A

A

A

1" TO 2" DIAMETER ROCK

SF

SF

SFSFSF

SF

SF

SF SF SF

SF SF SF SF

SF

SF

SF

SFSFSFSF

SF

SF

SF

15'

' 1:11:1

4' TYPICAL

1:1

27'

22'

10' SECTION OF SILT

FENCING THAT CAN

OPEN AND CLOSE TO

ALLOW ACCESS BY

CONCRETE TRUCKS AND

CLEAN UP CREWS.

INSTALL TWO ROWS OF SILT

FENCING AROUND CONCRETE

WASH OUT PIT

CONCRETE WASH OUT PIT

BOTTOM DIMENSION IS

10' X 15' X 4'

INSTALL 10 MIL PLASTIC LINER

INSIDE 22' X 27' SILT FENCE

BORDER. ANCHOR LINER WITH

SAND BAGS TO PREVENT

MOVEMENT.

FLOW

FLOW

FLOW

COMPOST FILTER SOCK

PLACE A SANDBAG AT

EACH END OF SOCK TO

HOLD IN PLACE.

NOTES:

1. ANCHORING STAKES SHALL BE SIZED, SPACED, AND BE OF A MATERIAL

THAT EFFECTIVELY SECURES THE FILTER SOCK. STAKE SPACING SHALL

BE A MAXIMUM OF THREE FEET.

2. OVERLAP ENDS OF SOCK PER MANUFACTURER'S RECOMMENDATIONS.

(1' MIN. 3' MAX.)

3. USE 8" TO 12" DIAMETER SOCK ON CURBSIDE IN TRAFFIC AREAS.

4. USE 12" - 18" DIAMETER SOCK IN NON-TRAFFIC AREAS OR AREAS

WHERE SAFETY IS NOT A CONCERN.

SCALE: NONEB8 FILTER SOCK INLET PROTECTION

SCALE: NONEA1 TYPICAL SILT FENCING

SCALE: NONEF1 CONCRETE WASH OUT PIT DETAIL

SCALE: NONEF5 CONCRETE WASH OUT PIT DETAIL

ER

O

SI

O

N C

O N

TR

O

L D

ET

AI

LS

I I

S T A T E O F

T

HOMA S C . GRA HAM