A02_Drawing_files___131607___CIVIL.pdf

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

N

CAMP CASEY

CIVIL

C-1

GENERAL NOTES :

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

SUBMISSION OF CONTRACT PROPOSAL.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

PRIOR TO COMMENCING WORK ON THE PROJECT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR’S

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2003, DEPARTMENT

OF THE REPLACEATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

FORM ARE A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

TO THE PROJECT CONTRACT.

LOCATION PLAN

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION OPERATIONS.

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

ADDITIONAL COST.

LOCATION PLAN AND GENERAL NOTES

CHOE, S M.

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

AS SHOWN

12 CM

ST

S T

ST

P

V C

.5

.9

W A

L L

GAL

6 PV

C

ST

GRAVES

GRAVES

x x x x x x x x

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

COVERED WITH TOP SOIL AND SOLID SODDED.

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER’S

REPRESENTATIVE.

65-A

STREAM

227.5

J-4

ST

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

MATCH LINE ’C’

00-49341

3-48PN

00-49341

4-200PN

00-49341

4-200PN

01-49550

00-49341

LAUNDRY

KSC

PEST

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

A

B

629 685

651A

833T

808 811

746 715 726

A B

00-49341

A

B

1149 1151

10291144

A

B

1918 1879

A

B

A

B

A

B

2372A

2373T

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

A

B

39 55

134 133

186 192

202A

208 215 214

213 212

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

.8

.5

ST

R

C

SS

T

/2

C

M

S T

268.6

STREAM

DISCHARGE TO

MATCH LINE ’C’

447A

F

F

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

EXER W/LAT

QA00138-9J

QA01300-8J

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

03-57200 REPAIR 041007

99-47353

4-200PN

01-QA00604 BUP

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A

B

A B

2022(?)

VEH BR

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A

B

A B

A B

A

B

A

B

A

B

174 Z

B A

S K

E T

B A

L L

C

O U

R T

T E

N N

IS

C

O U

R T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

131607

REPAIR BUILDING S-2369

CIVIL

C-2

AS SHOWN

CHOE, S M. CAMP CASEY

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 2

SCALE: 1 / 150

SITE LAYOUT PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

- 5

- 4

- 4

- 4

REPLACE 1.2M W SIDEWALK,

APPROX. 125.0 SM. SEE

RESTORE SOLID SODDING

W/ TOP SOIL, APPROX. 310.0 SM.

SEE

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SCHEDULE #2 (CONSTRUCT/ALTERATION)

1. INSTALL 150mm DIA PVC WATER LINE W/ PIV.

- 5

INSTALL 150mm DIA PVC WATER LINE W/ PIV, APPROX. 25.0 LM

SEE CIVIL STD DWG. C-0404~0415 &

RESTORE AC PAVEMENT,

APPROX. 45.0 SM. SEE

- 5

- 5

2. REPLACE 1.8M W CON’C STEP W/ HANDRAIL.

3. REPLACE CON’C CURB W/ GRANITE CURB.

7. RESTORE AC PAVEMENT.

8. RESTORE SOLID SODDING W/ TOP SOIL.

D xx x xx x xxxxx x

S

S AC PAVED ROAD

A C

P A

V E

D R

O A

D

W W

AC PAVED ROAD

N

1:150

0 10M7.552.5

1. REPLACE SIDEWALK.

4. REPLACE STONE DITCH W/ 0.8M W STEEL

GRATING DITCH.

6. REPLACE 65MM DIA PVC WATER LINE W/ GATE

VALVE.

G A

S

REPAIR BUILDING S-2369

131607

GRADE LIMIT LINE

GRADE LIMIT LINE

E X

S T

P V

C (1 m m

G U

A R

D R

A

IL

CHAIN LINK FENCE

- 3

REPLACE 1.8M W CON’C STEP

W/ HANDRAIL, APPROX. 2.0 LM.

SEE

REPLACE STONE DITCH W/ 0.8M W

STEEL GRATING DITCH, APPROX. 97.0 LM.

SEE

- 4

REPLACE 65mm DIA PVC WATER LINE W/ GATE VALVE, APPROX. 25.0 LM

SEE CIVIL STD DWG. C-0404~0415 &

REPLACE CON’C CURB W/ GRANITE CURB,

APPROX. 13.0 LM. SEE

REPLACE STONE WALL W/ CON’C

RETAINING WALL(AVG, 2.0M H)

W/ HANDRAIL ON TOP OF WALL,

APPROX. 28.0 LM. SEE

5. REPLACE STONE WALL W/ CON’C RETAINING

WALL W/ HANDRAIL ON TOP OF WALL.

PLACE WITH PERFORATIONS ON BOTTOM SIDE OF PIPE

2. 150mm DIA PERFORATED PLASTIC DRAIN PIPE, MINIMUM 0.5% SLOPE.

1. CAST CONCRETE SURFACE AGAINST UNDISTURBED IN-SITU SOILS

2. DIMENSION "Hs" GIVES THE MAXIMUM ALLOWABLE HEIGHT FROM TOP OF FOOTING TO

REINFORCEMENT SHOWN IN REINFORCING BARS TABLE ROW DESIGNATED "SEC1", AND SO ON.

1. WALL SECTION SHOWN IN DIMENSIONS TABLE ROW DESIGNATED "SEC1" REQUIRE

S1

3. FOR VERTICAL BAR PLACEMENT PATTERN, SEE

FINISHED GRADE BEHIND THE WALL.

RETAINING WALL SCHEDULE NOTES:

TYPE"1"

1A

TOP OF FOOTING

SEALANT W/TEFLON TAPE BOND

50mm

CLR TYP

JOINT FILLER

BREAKER BEHIND

10mm THK PREMOLED

20mm CHAMFER (TYP)

COMPOSITE DRAIN

BACKFILL

TOP OF WALL

OR PLACE COMPACTED STRUCTURAL BACKFILL FOR A WIDTH OF

2XTf OR 2XDk AFTER FORM REMOVAL AND CONCRETE CURING.

3. GRAVEL FILTER SHALL CONFORM TO ASTM C33, SIZE NUMBER 12.5

4. LAP S2-BARS MIN 600mm W/ S1-BARS

COMPOSITE DRAIN

BACKFILL

W/ SEALANT

20mm CHAMFERHORIZONTAL BARS

STOP ALTERNATE

D

D

HD16 @300 O.C.

Fh-BARS

F1-BARS

T1

S3-BARSF2-BARS

FOOTING

MARK

WALL

MARK

SEC

WALL

K-BARS

KEY

F1-BARS

SEC

KEY

Tk

RETAINING WALL SCHEDULE

REINFORCING BAR

Fh-BARS

Dk Tf

DIMENSIONS

FOOTING

S1-BARS

B Bt

S2-BARS

STEM

Bh

X1

STEM

X2

Ss

PATTERN

T2

REF

TEMP. BARS

MIN LAP

300mm MINIMUM TO FNSH GRADE LINE

FNSH GRADE LINE

MIN LAP

1 1-

1 300 300 350 2,000 700 900 300 4003,000 0.34

HD16@ 200 HD16@ 200 HD16@ 200 HD16@ 200 HD16@ 200 - - - HD13@ 300

DOWEL

4. RETAINING WALL MATERIAL STRENGTHS ARE AS FOLLOWS;

CONCRETE: f’c=24.0 MPa 28 DAY COMPRESSIVE STRENGTH

REINFORCING BARS: fy=400MPa YIELD STRENGTH

SOIL BEARING CAPACITY: 150 kPa

FROST DEPTH : 1.20M

RW "A"

RW "B"

RW "A"

RW "B"

K-BARS

DRAIN

TOP OF COMPOSITE

Fh-BARS

75mm CLR

F1- BARS

@ 1500mm O.C.

M

IN

NOTE 1

T f

Fh-BARS

H

L A

P

NOTE 1

Tk

@ 300mmOC

HD13 DOWELS

Ss

50mm WEEPHOLE

HD13 BAR @ 300 OC

50mm CLR

S2

T1

CHLORIDE PLATE OVER EACH WEEP HOLE

6.5x100 SQUARE POLYVINYL

T Y

P

D k

COMPACTED

SATISFACTORY

MATERIAL FILL

S1

Bt

B

T2 Bh

X

F2-BARS

TEMP. BARS

HAND RAIL

NOTE: SEE RETAINING WALL PROFILES

FOR JOINT LOCATION

NOTES:

NOTE: SEE RETAINING WALL PROFILES

FOR STEP LOCATION & "D"

NOTE: SEE RETAINING WALL PROFILES

FOR JOINT LOCATION

RETAINING WALL

NOT TO SCALE

1A

STEM BAR PATTERNS

1B

EXPANSION JOINT (EJ)

1D

STEPPED FOOTING DETAIL

1E

PATTERNED FORM

1C

CONTRACTION JOINT(CJ)

- 3

CIVIL

C-3

AS SHOWN

CHOE, S M. CAMP CASEY

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

SCALE: NONE

H(MAX)

4-

REPAIR BUILDING S-2369

131607

CON’C RETAINING WALL

CON’C RETAINING WALL DETAIL

A S

R E

Q U

IR

E

D

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

- 4

SCALE: NONE

SIDEWALK

CIVIL

C-4

AS SHOWN

CHOE, S M. CAMP CASEY

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

- 4

SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

1A

1B

AC PAVEMENT

1A

PRIME COAT

SUB GRADE

EXISTING

PAVEMENT

75MM THK ASPHALTIC CONCRETE

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

TRANSVERSE CONTRACTION JOINTS

SHALL BE SPACED SO THAT RATIO

OF SLAB LENGTH TO WIDTH WILL

NOT EXCEED 1.25. THE DEPTH OF

THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH OF THE

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

SIZE OF THE AGGREGATE USED.

PROVIDE EXP JOINTS AT MAX 9.0 M

INTERVALS FOR STRAIGHT SECTIONS,

AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

2A S E C T I O N

2B

EXPANSION JOINT

2C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

- 4

SCALE: NONE

EXTENSION

ROD

FIRE WATER

SUPPLY LINE

(DUCTILE OR

CAST IRON PIPE)

SEE PLANS FOR

SIZE

CONC

21 MPa

400 SQ

CONC COLLAR

150 THK

STL PLATE

W/WELDED CAP

OPEN

SLEEVE

COUPLING

PADLOCK

CAP HANDLE

VALVE

FINISH

GRADE

/300 0

CONC FOOTING

(TYP)

2-D10

REBAR

CONCRETE

BASE

GUARD POST 100

GALVANIZED STEEL

PIPE PAINTED

BROWN (4 EA)

50 GALVANIZED

STEEL PIPE PAINTED

BROWN (3 EA)

INDICATOR POST

PAINTED COLORED

BROWN

V

A R

IE

S

SQ

POST INDICATOR VALVE W/ GUARD POSTS MISC. DETAILS - 1

REPAIR BUILDING S-2369

131607

(MAX)

(MAX)

(MAX)

2100 2100

5mm

1A

ELEVATION

1B

DETAIL "A"

’A’

- 4

SCALE: NONE

HANDRAIL

HANDRAIL PAINT-COLOR TO BE CHOSEN

BY CONTRACTING OFFICER TO CONFORM

WITH COLOR SCHEME OF THE INSTALLATION

FNSH GRADE

40 DIA STD STEEL PIPE

RC RETAINING WALL 65mm DIA FORMED HOLE

NON-SHRINKAGE MORTAR

MOLTEN SULPHUR OR

40mm DIA STEEL PIPE

V A

R

IE

S

S E

E P

L A

N

GROUND LINE

CONC. COLLAR

C.I. COVER

MARKED "WATER"

150 150

D10 REBAR

TIE RODS 2 EA.

CONCRETE NON-TRAFFIC

VALVE BOX WITH

CONC. OR PVC (C-900)

EXTENSION

BRICKS OR CONCRETE

BLOCKS (100x150)

GATE VALVE (WITH BELL

ENDS SHOWN)

CONC.BASE WIDE

WATER

MAIN

- 4

SCALE: NONE

GATE VALVE W/ VALVE BOX

50 THK MIN

SOLID SOD

BLANKET

100 THK MIN

TOP SOIL

SCARIFIED AND

COMPACTED SUBGRADE

- 5

SCALE: NONE

SOLID SODDING3

- 5

SCALE: NONE

GRANITE CURB

COMPACTED BASE COURSE (NFSM)

MAX. 2,100 TYP

RISER

SEE TABLE

ABRASIVE AGGREGATE FINISH

HEAD CLEARANCE-"Y"

OF STEPS UNLESS OTHERWISE NOTED ON PLANS

HANDRAILS TO BE INSTALLED BOTH SIDES

WELLED ALL CONNECTION

SEE TABLE ON

DWG. NO. C0104

38mm STD. STEEL PIPE

,2

M A

X

SIDEWALK

BY CONTRACTING OFFICER TO CONFORM

PAINT HANDRAIL-COLOR TO BE CHOSEN

4 BARS @150 O.C.

13R

SEE DETAIL

4 BARS @300 O.C.

SEE DETAIL

SAFETY NOSING W/

CONC. STAIR

ABRASIVE SURFACE

ANCHOR PER

MFR STD.

SAFETY NOSING DETAILS

13 R

R

IS

E R 2

TREAD

- 5

SCALE: NONE

CON’C STEP W/ HANDRAIL

38mm%%C STEEL PIPE

EPOXY CAULKING

63mm%%C STAINLESS STL. SLEEVE

POST DETAIL

2A 2B

2A

2B

STOOP

DRILL & GROUT DOWEL

25mm DIA X 400mmL

@ 300 OC

1,200

13mm JOINT FILLER

W/ SEALANT

,2

M A

X

CIVIL

C-5

AS SHOWN

CHOE, S M. CAMP CASEY

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

FORCE PROTECTION

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

MISC. DETAILS - 2

SLPSLP

STEEL GRATINGS

(SEE NOTE)

S E C T I O N

CONC WALL

(21 MPa)

CEMENT FILLER

D16 @ 200

OC, EW

SEE NOTE

SEE

DETAIL

S L

P S

L P

1B

1D

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

P L A N

1C

1E

EXPANSION JT

@ 15.00m OC

1A 1B

D

WIDTHD D

D

GRATING

WIDTH

D T

R E

N C

H

W

ID

T H

D13 BAR

@ 200 OC

ANGLE BAR

(SEE TABLE)

013 ANCHOR BAR

WELDED TO ANGLE

@ 600 MAX

D E T A I L

FLAT BAR

GRATE FRAME

CROSS BARS

WELD TO

BEARING BARS

BEARING BARS

WELDED TO

GRATING FRAME

FIN GR

1C

D

SEE TABLE

DISCONTINUE

GRATING SEAT

AND 013

LONGITUDINAL

REBARS

13 THK

PREMOLDED

JOINT FILLER

MATERIAL

019 PLAIN BAR DOWEL

400 LONG. ONE END

PAINTED AND OILED

SPACED SAME AS

LONGITUDINAL REBAR

D

V A

R

IE

S

P R

O F

IL

E

S E C T I O N 1D

B

STEEL GRATINGS

TYP

1E

STEEL GRATING SCHEDULE

H

B C

D

ANGLE BAR

L55x55x6

TRENCH WIDTH

V A

R

- 5

SCALE: NONE

4POV 800

REPAIR BUILDING S-2369

131607

BIKE PATH &

WALKING TRAIL

17525

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

S E

C T

IO

N

A C

O R

P C

C P

A V

E M

E N

T

CON’C DITCH W/

STEEL GRATING