Amendment 5 - Transient Sheets - Remove Crack Repairs.pdf

PDF 3 MB Posted Aug 5, 2020

Attached to: Hill Air Force Base West & Transient Apron Paving Federal contract opportunity
Solicitation number: W91238-20-R-0055
Issued by: Department of the Army Corps of Engineers Engineering District Sacramento

About this file

Written by GovTribe AI · Dec 29, 2023

This package includes construction drawings and specifications for a project to repair the transient apron at Hill Air Force Base in Utah. The project will replace deteriorated concrete slabs and repair cracks and joints in the existing pavement. Other work includes milling and overlay of asphalt, installation of new pavement markings, and verification of grounding points and static wires in the replacement slabs. The drawings provide details on the location and extent of slab replacements, crack repairs, and other work. Specifications address requirements for concrete mix design, compaction of aggregate base, joints and sealants, and testing of grounding systems. The related federal contract opportunity is a solicitation from the Army Corps of Engineers seeking bids to perform the work described in the construction documents. The project aims to upgrade the transient apron used for parking aircraft through repairs and replacement of failing concrete sections.

View the file

Other files for this federal contract opportunity

Other files attached to Hill Air Force Base West & Transient Apron Paving, newest first.
File	Type	Posted
W9123820R0055 - Amendment 7.pdf	PDF	Aug 11, 2020
Amendment 7 - 01 57 19.pdf	PDF	Aug 11, 2020
Amendment 6 - Final QnAs.pdf	PDF	Aug 6, 2020
W9123820R0055 - Solicitation Amendment 6.pdf	PDF	Aug 6, 2020
Amendment 6 - Revised Specs Section 01 57 19.pdf	PDF	Aug 6, 2020
Amendment 5 - Spec 31 00 00 - Spoils edits and Boring Logs.pdf	PDF	Aug 5, 2020
Amendment 5 - West Sheets C-150s - Gradient Change.pdf	PDF	Aug 5, 2020
Amendment 5 - West Sheets C-400s - Gradient Change.pdf	PDF	Aug 5, 2020
Amendment 5 - West Sheets C-140 - Fire Riser Change.pdf	PDF	Aug 5, 2020
Amendment 5 - Transient Sheets - Remove Hazard Material Testing.pdf	PDF	Aug 5, 2020
Amendment 5 - Spec 01 11 00 - Phasing Addition edit.pdf	PDF	Aug 5, 2020
W9123820R0055 - Solicitation Amendment 5.pdf	PDF	Aug 5, 2020
W9123820R0055 - Solicitation Amendment 4.pdf	PDF	Jul 29, 2020
W9123820R0055 - Solicitation Amendment 3.pdf	PDF	Jul 23, 2020
HAFB West_Transient Apron Repair Site Walk 7-21-20 (002).pdf	PDF	Jul 21, 2020
W9123820R0055 - Solicitation Amendment 2.pdf	PDF	Jul 17, 2020
W9123820R0055 - Solicitation Amendment 1.pdf	PDF	Jul 15, 2020
Attachment 7 - Pre-Award Survey.pdf	PDF	Jul 2, 2020
Attachment 1 - Specifications.pdf	PDF	Jul 2, 2020
Attachment 8 - Hill AFB Site Visit Visitor Authorization List.pdf	PDF	Jul 2, 2020
Attachment 2 - Drawings West Apron.pdf	PDF	Jul 2, 2020
Attachment 6 - Past Performance Questionnaire.pdf	PDF	Jul 2, 2020
Attachment 5 - DB Wage Determination.pdf	PDF	Jul 2, 2020
W9123820R0055 - Solicitation.pdf	PDF	Jul 2, 2020
Attachment 3 - Drawings Transient Apron.pdf	PDF	Jul 2, 2020
Attachment 4 - Pricing Schedule.pdf	PDF	Jul 2, 2020
Attachment 9 - Utah Resident Office Map.pdf	PDF	Jul 2, 2020

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U x

12.5'x12.5' PCC

SLABS (TYP.)

HMA MILL AND OVERLAY/

SEAL 2" NEW HMA/ PCC

JOINT AND STRIPING

TRANSIENT APRON

BOUNDARY

PARKING PROJECT

BOUNDARY

EXISTING

PCC

EXISTING

PCC

SPALL

REPAIR

(TYP.)

AIRCRAFT MOORING

LOCATIONS (TYP)

SEE NOTE 3.

R R

R R R R R R R R

R R

R R R R R R

R R

R R R

R R

R R R

R R

RRRR

R R

R R R R R R

R R

RRRR

RRR

R R R R

R R R R R R R R

B A

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A N

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C T

I O

IRVINE, CA 92618

TEL: (949) 450-8420

FAX: (949) 450-8424

12-J MAUCHLY

ARCHITECTURE + ENGINEERING

CONSTRUCTION MANAGEMENT

D e s i g n

R e p a i r s f o r

T r a n s i e n t

A p r o n

P A

T H

A i r

F o r c e H i l l

F B

T a x i w a y a n d d

T r a n s i e n t

A p r o n

R e p a i r

W o r k

A D

S h e e t s K

R S

M K

S R

M C d w g

A T

K R

TRANSIENT APRON REPAIRS

NORTH

SCALE: 1" = 60'

COMMUNICATION UNDERGROUND

SEWER FORCEMAIN

WATER

STORM SEWER

C-101

R E

P A

N S

I E

O N

S I T

L A

K W

D L

M W

00 60' 120'

1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT

THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.

DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB

REMOVAL.

2. 25% OF THE JOINT SEALANT WITHIN THE TRANSIENT APRON

BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL 7/

C-506.

3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL

STATIC GROUNDING IN SLABS THAT ARE IDENTIFIED TO BE

REMOVED AND REPLACED. THE CONTRACTOR SHALL

REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE

REPLACED SLABS PER SPECIFICATIONS AND APPROVED

DETAILS.

4. ALL STATIC GROUND RODS, INCLUDING EXISTING, SHALL BE

TESTED AND LABELED.

5. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE

REMOVED WITHIN TRANSIENT APRON BOUNDARY SHALL BE

REPAIRED PER DETAILS ON SHEET C-506.

NOTE:

LEGEND:

GEOTECHNICAL BORING

NEW 12.5'x12.5' SLAB. 12" THICK

PCC. NEW TOP 6" OF BASE.

RECOMPACT REMAINING BASE

COURSE MATERIAL.

SPALL REPAIR. SEE SHEET C-506

FOR SPALLING REPAIR BASED ON

TYPE/ LOCATION.

REINFORCED PAVEMENT PER

DETAIL 3/C-505.

ESSF IOO NRP A

D L EE NR GE

T INSI E

G E

E R

T AINAT RE OO FIF L CA

C LIIV

O-MH ANN

O FOD

R N

O G

G C 87304 l2eddrlw Line l2eddrlw Polygon l2eddrlw Line l2eddrlw Line l2eddrlw Line

NEW 12.5'x12.5'

PCC SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

HMA MILL AND OVERLAY

NEW HMA/PCC JOINT

PARKING PROJECT

BOUNDARY

N: 14936228.91

E: 1370314.87

N: 14936231.88

E: 1370439.91

N: 14936107.19

E: 1370443.03

N: 14936107.95

E: 1370468.02

N: 14936082.19

E: 1370443.65

N: 14936082.91

E: 1370468.64

N: 14936031.39

E: 1370419.92

N: 14936028.60

E: 1370319.82

N: 14936006.39

E: 1370420.39

N: 14936006.91

E: 1370445.54

N: 14936057.66

E: 1370469.27

N: 14936058.30

E: 1370494.08

N: 14936229.50

E: 1370565.30

N: 14936209.71

E: 1370610.90

N: 14936022.18

E: 1370570.30

N: 14936022.04

E: 1370609.79

N: 14936285.54

E: 1370633.63

N: 14936287.69

E: 1370638.82

N: 14936269.27

E: 1370639.38

N: 14935979.29

E: 1370346.20 N: 14935979.98

E: 1370371.59

N: 14935954.30

E: 1370346.82

N: 14935954.98

E: 1370372.17

12.5'x12.5' PCC

SLABS (TYP.)

TRANSIENT APRON

BOUNDARY

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

N: 14936233.09

E: 1370489.90

N: 14936233.93

E: 1370527.30

N: 14936203.60

E: 1370490.60

AIRCRAFT MOORING

LOCATIONS (TYP.)

SEE NOTE 3.

4782.86

4782.78

4783.16

4783.13

4783.10

4783.02

4782.95

4782.74

4782.69

4782.72

4782.76

4782.69

4782.97

4783.04

4782.93

4782.85

4783.03

4783.01

4782.97

4782.93

4782.94

4783.00

4782.92

4783.06

4783.08

4783.09

4782.58

4782.61

4782.73

4782.72

4782.70

4783.14

4783.32

4783.02

4782.97

4782.92

R R

B A

J E

A G

E R

D E

S I G

N E

D R

A W

P R

O J E

B E

S I T

O D

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S C

R I P

T I O

N D

A T

E A

P P

R M

A R

SHEET OF

D A

T E

C H

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K E

D E

P A

R T

M E

C E

I N

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R O

U P

I N

K R

S M

P A

U L

A I T

I S

S U

S T

R U

C T

I O

IRVINE, CA 92618

TEL: (949) 450-8420

FAX: (949) 450-8424

12-J MAUCHLY

ARCHITECTURE + ENGINEERING

CONSTRUCTION MANAGEMENT

D e s i g n

R e p a i r s f o r

T r a n s i e n t

A p r o n

P A

T H

A i r

F o r c e H i l l

F B

T a x i w a d

T r a n s i e n t

A p r o n

R e p a i r

W o r k

A D

S h e e t s K

R S

M K

S R

M C d

A T

K R

TRANSIENT APRON REPAIRS

NORTH

SCALE: 1" = 20'

COMMUNICATION UNDERGROUND

SEWER FORCEMAIN

WATER

STORM SEWER

C-102

R E

P A

N S

I E

O N

E N

L A

R G

E M

E N

L A

K W

D L

M W

00 20' 40'

1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT

THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.

DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB

REMOVAL.

2. 25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON

BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL 7/

C-506.

3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL

STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED

TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL

REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE

REPLACED SLABS PER SPECIFICATIONS AND APPROVED

DETAILS.

4. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE

REMOVED WITHIN TRANSIENT APRON BOUNDARY SHALL BE

REPAIRED PER DETAILS ON SHEET C-506.

NOTE:

UTILITY LEGEND:

MATCHLINE - SEE SHEET C-103

KEY MAP

NEW 12.5'x12.5' SLAB. 12" THICK

PCC. NEW TOP 6" OF BASE.

RECOMPACT REMAINING BASE

COURSE MATERIAL.

REINFORCED PAVEMENT PER

DETAIL 3/C-505.

ESSF IOO NRP A

D L EE NR GE

T INSI E

G E

E R

T AINAT RE OO FIF L CA

C LIIV

O-MH ANN

O FOD

R N

O G

G C 87304 l2eddrlw Polygon l2eddrlw Line l2eddrlw Line

U x

12.5'x12.5' PCC

SLABS (TYP.)

TRANSIENT APRON

BOUNDARY

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

SPALL

REPAIR

N: 14935753.76

E: 1370326.80

N: 14935782.19

E: 1370451.15

N: 14935806.93

E: 1370450.54

N: 14935857.05

E: 1370449.28

N: 14935853.66

E: 1370324.27

N: 14935903.65

E: 1370323.00

N: 14935906.93

E: 1370448.04

N: 14935857.65

E: 1370474.17

N: 14935858.11

E: 1370499.08

N: 14935807.40

E: 1370475.53

N: 14935907.44

E: 1370473.03

N: 14935907.94

E: 1370497.79

N: 14935633.26

E: 1370504.37

N: 14935629.08

E: 1370329.77

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5'

PCC SLABS

(TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

SPALL

REPAIR

SPALL

REPAIR

SPALL

REPAIR

AIRCRAFT MORRING

LOCATIONS (TYP.)

SEE NOTE 3.

4783.84

4783.81

4783.76

4783.52

4783.43

4783.39

4783.44 4783.44

4783.29

4783.03

4783.02

4783.07

4783.14

4783.17

4783.09

4783.01

4782.91

4782.99

4782.94

ELEVATION OUT OF SURVEY

MATCH EXISTING GRADE.

N: 14935782.93

E: 1370476.14

N: 14935757.39

E: 1370476.78

4783.65

R R

RRR

R R

B A

J E

A G

E R

D E

S I G

N E

D R

A W

P R

O J E

B E

S I T

O D

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P P

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SHEET OF

D A

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P A

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A I T

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S U

S T

R U

C T

I O

IRVINE, CA 92618

TEL: (949) 450-8420

FAX: (949) 450-8424

12-J MAUCHLY

ARCHITECTURE + ENGINEERING

CONSTRUCTION MANAGEMENT

D e s i g n

R e p a i r s f o r

T r a n s i e n t

A p r o n

P A

T H

A i r

F o r c e H i l l

F B

T a x i w a d

T r a n s i e n t

A p r o n

R e p a i r

W o r k

A D

S h e e t s K

R S

M K

S R

M C d

A T

K R

TRANSIENT APRON REPAIRS

NORTH

SCALE: 1" = 20'

COMMUNICATION UNDERGROUND

SEWER FORCEMAIN

WATER

STORM SEWER

C-103

R E

P A

N S

I E

O N

E N

L A

R G

E M

E N

L A

K W

D L

M W

00 20' 40'

1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT

THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.

DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB

REMOVAL.

25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON

BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL

7/C-506.

THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL

STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED

TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL

REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE

REPLACED SLABS PER SPECIFICATIONS AND APPROVED

DETAILS.

ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE

REMOVED WITHIN THE TRANSIENT APRON BOUNDARY

SHALL BE REPAIRED PER DETAILS ON SHEET C-506.

NOTE:

UTILITY LEGEND:

MATCHLINE - SEE SHEET C-102

SPALL REPAIR. SEE SHEET C-506

FOR SPALLING REPAIR BASED ON

TYPE/ LOCATION.

KEY MAP

NEW 12.5'x12.5' SLAB. 12" THICK

PCC. NEW TOP 6" OF BASE.

RECOMPACT REMAINING BASE

COURSE MATERIAL.

REINFORCED PAVEMENT PER

DETAIL 3/C-505.

ESSF IOO NRP A

D L EE NR GE

T INSI E

G E

E R

T AINAT RE OO FIF L CA

C LIIV

O-MH ANN

O FOD

R N

O G

G C 87304 l2eddrlw Polygon l2eddrlw Line l2eddrlw Line

NEW 12.5'x12.5'

PCC SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

HMA MILL AND OVERLAY

NEW HMA/PCC JOINT

PARKING PROJECT

BOUNDARY

12.5'x12.5' PCC

SLABS (TYP.)

TRANSIENT APRON

BOUNDARY

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

AIRCRAFT MOORING

LOCATIONS (TYP.)

SEE NOTE 3.

TYP

R R

TYP

R R

B A

J E

A G

E R

D E

S I G

N E

D R

A W

P R

O J E

B E

S I T

O D

D E

S C

R I P

T I O

N D

A T

E A

P P

R M

A R

SHEET OF

D A

T E

C H

E C

K E

D E

P A

R T

M E

C E

I N

E E

R O

U P

I N

K R

S M

P A

U L

A I T

I S

S U

S T

R U

C T

I O

IRVINE, CA 92618

TEL: (949) 450-8420

FAX: (949) 450-8424

12-J MAUCHLY

ARCHITECTURE + ENGINEERING

CONSTRUCTION MANAGEMENT

D e s i g n

R e p a i r s f o r

T r a n s i e n t

A p r o n

P A

T H

A i r

F o r c e H i l l

F B

T a x i w a d

T r a n s i e n t

A p r o n

R e p a i r

W o r k

A D

S h e e t s K

R S

M K

S R

M C d

A T

K R

TRANSIENT APRON REPAIRS

NORTH

SCALE: 1" = 20'

COMMUNICATION UNDERGROUND

SEWER FORCEMAIN

WATER

STORM SEWER

C-104

R E

P A

N S

I E

O N

J O

I N

T I N

L A

M W

D L

M W

00 20' 40'

1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT

THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.

DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB

REMOVAL.

2. 25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON

BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL 7/

C-506.

3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL

STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED

TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL

REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE

REPLACED SLABS PER SPECIFICATIONS AND APPROVED

DETAILS.

4. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE

REMOVED WITHIN THE TRANSIENT APRON BOUNDARY

SHALL BE REPAIRED PER DETAILS ON SHEET C-506.

NOTE:

UTILITY LEGEND:

MATCHLINE - SEE SHEET C-105

KEY MAP

JOINT LEGEND (SEE SHEET C-504 FOR DETAIL)

TYPE A - CONSTRUCTION PCC TO HMA

NEW PCC TO EXISTING HMA

TYPE F - DOWELED TRANSVERSE CONTRACTION

TYPE D - DOWELED CONSTRUCTION JOINT

CONTRACTION JOINT

NEW 12.5'x12.5' SLAB. 12" THICK

PCC. NEW TOP 6" OF BASE.

RECOMPACT REMAINING BASE

COURSE MATERIAL.

REINFORCED PAVEMENT PER

DETAIL 3/C-505.

DOWELED CONSTRUCTION JOINT (TYPE D)

DOWELED CONTRACTION JOINT (TYPE F)

NON-DOWELED CONTRACTION JOINT

ESSF IOO NRP A

D L EE NR GE

T INSI E

G E

E R

T AINAT RE OO FIF L CA

C LIIV

O-MH ANN

O FOD

R N

O G

G C 87304 l2eddrlw Polygon l2eddrlw Line l2eddrlw Line

U x

12.5'x12.5' PCC

SLABS (TYP.)

TRANSIENT APRON

BOUNDARY

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

SPALL

REPAIR

12.5'x12.5' PCC

SLABS (TYP.)

12.5'x12.5'

PCC SLABS

(TYP.)

12.5'x12.5' PCC

SLABS (TYP.)

SPALL

REPAIR

SPALL

REPAIR

SPALL

REPAIR

AIRCRAFT MORRING

LOCATIONS (TYP.)

SEE NOTE 3.

TYP

R R

RRR

R R

TYP

R R

R R R

B A

J E

A G

E R

D E

S I G

N E

D R

A W

P R

O J E

B E

S I T

O D

D E

S C

R I P

T I O

N D

A T

E A

P P

R M

A R

SHEET OF

D A

T E

C H

E C

K E

D E

P A

R T

M E

C E

I N

E E

R O

U P

I N

K R

S M

P A

U L

A I T

I S

S U

S T

R U

C T

I O

IRVINE, CA 92618

TEL: (949) 450-8420

FAX: (949) 450-8424

12-J MAUCHLY

ARCHITECTURE + ENGINEERING

CONSTRUCTION MANAGEMENT

D e s i g n

R e p a i r s f o r

T r a n s i e n t

A p r o n

P A

T H

A i r

F o r c e H i l l

F B

T a x i w a d

T r a n s i e n t

A p r o n

R e p a i r

W o r k

A D

S h e e t s K

R S

M K

S R

M C d

A T

K R

TRANSIENT APRON REPAIRS

NORTH

SCALE: 1" = 20'

COMMUNICATION UNDERGROUND

SEWER FORCEMAIN

WATER

STORM SEWER

C-105

R E

P A

R I

R A

N S

I E

O N

J O

I N

T I N

L A

M W

D L

M W

00 20' 40'

1. CONCRETE SLABS REPLACED SHALL BE RE-INSTALLED AT

THE EXISTING GRADES FOR EACH OF THE FOUR CORNERS.

DRAINAGE AND SLOPE SHALL BE AS IT WAS PRIOR TO SLAB

REMOVAL.

2. 25% OF THE JOINT SEALANT WITHIN TRANSIENT APRON

BOUNDARY TO REMAIN SHALL BE REPLACED. PER DETAIL

7/C-506.

3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL

STATIC GROUNDING RODS IN SLABS THAT ARE IDENTIFIED

TO BE REMOVED AND REPLACED. THE CONTRACTOR SHALL

REPLACE THE IDENTIFIED STATIC GROUNDING RODS IN THE

REPLACED SLABS PER SPECIFICATIONS AND APPROVED

DETAILS.

4. ALL CRACKS IN EXISTING SLABS NOT IDENTIFIED TO BE

REMOVED WITHIN TRANSIENT APRON BOUNDARY SHALL BE

REPAIRED PER DETAILS ON SHEET C-506.

NOTE:

UTILITY LEGEND:

MATCHLINE - SEE SHEET C-104

SPALL REPAIR. SEE SHEET C-506

FOR SPALLING REPAIR BASED ON

TYPE/ LOCATION.

KEY MAP

JOINT LEGEND (SEE SHEET C-504 FOR DETAILS:

TYPE A - CONSTRUCTION PCC TO HMA

NEW PCC TP HMA

TYPE F - DOWELED TRANSVERSE CONTRACTION

TYPE D - DOWELED CONSTRUCTION JOINT

CONTRACTION JOINT

NEW 12.5'x12.5' SLAB. 12" THICK

PCC. NEW TOP 6" OF BASE.

RECOMPACT REMAINING BASE

COURSE MATERIAL.

DOWELED CONSTRUCTION JOINT (TYPE D)

DOWELED CONTRACTION JOINT (TYPE F)

NON-DOWELED CONTRACTION JOINT

REINFORCED PAVEMENT PER

DETAIL 3/C-505.

ESSF IOO NRP A

D L EE NR GE

T INSI E

G E

E R

T AINAT RE OO FIF L CA

C LIIV

O-MH ANN

O FOD

R N

O G

G C 87304 l2eddrlw Polygon l2eddrlw Line l2eddrlw Line

File details come from the government source that posted it. Updated Aug 5, 2020.