Fire_Station_Parking_Drawings.pdf

AXE WAY

H A

R P

E R

O W

V A

N D

E N

B E

G

D

CONTRACTORS

(E) CATCH BASIN

77'±

230'±

F.O.CURB

C O

L I G

T

B

A S

E

SWALE

HUB. 0 ELEVATION.

17'±

20'±

SIDEWALK

ROAD

173rd CE Squadron.

Oregon Air National Guard.

221 Wagner St Suite 16.

Kingsley Field

Klamath Falls OR.

(541)885-6303

Repair/Add basewide parking.

South parking lot

KJAQ132250

6/8/2016

1"= 20'

NAME#X MM/DD

NOTES:

1. CONTRACTOR

SHALL NOT BEGIN

EXCAVATION UNTIL

ALL EXISTING

UNDERGROUND

UTILITIES WITHIN

THE AREA OF

CONSTRUCTION

HAVE BEEN

LOCATED, MARKED

AND POTHOLED TO

VERIFY DEPTH OF

ALL UTILITIES.

2. NO GUARANTEE IS

EXPRESSED OR

IMPLIED THAT ALL

UNDERGROUND

OBSTRUCTIONS ARE

SHOW ON PLAN

SETS.

UNDERGROUND

OBSTRUCTION NOT

SHOWN MAY BE

ENCOUNTERED.

THOSE SHOWN ARE

BASED ON ON BEST

INFORMATION

AVAILABLE AND

THAT THE ORANG

ASSUMES NO

RESPONSIBILITY FOR

ANY OBSTRUCTIONS

ETHER SHOWN

OBSTRUCTIONS OR

NOT SHOW ON

PLANS.

DEMO CURBS.

DEMO ASPHALT.

12" OVER CUT INTO

ROAD. DETAIL 4/2

REMOVE

VEGETATION AND

FOREIGN MATERIAL.

LANDSCAPE ROCK

SHALL BE PUSHED

BACK AND FABRIC

PULLED BACK AND

REINSTALLED AND

REPAIRED AFTER

CURB WORK IS

COMPLETED.

209'-4"±

91'±

AXE WAY

H A

R P

W

V A

N D

E N

B E

CONT RD

S L O

P

S L O

91'

230'±

R 105'-7±

42'-6"

42'-6"

2' 23'-11"±

23'-11"±2'

F.O.CURB

C O

L I G

T

B

A S

E

SWALE 1' OFF CURB 3' WIDE

1' BELOW AC ELEVATION

S L O

S L O

S

L

O

P

E

S

L

O

P

E

SLOPE

10'-6"±

HUB.100 ELEVATION

AT (E) BASIN.

AC + 100.1 OFF HUB.

AC + 100.1 OFF HUB.

AC TRANSITION.

45'-6"

45'-6"

SIDEWALK

30'-6"±199'-6"±

DRAIN OPENING

IN CURB. (TYP)

DRAIN OPENING

IN CURB. (TYP)

POWER LINE

CENTER LINE

173rd CE Squadron.

Oregon Air National Guard.

221 Wagner St Suite 16.

Kingsley Field

Klamath Falls OR.

(541)885-6303

Repair/Add basewide parking.

South parking lot

NOTES

CONTRACTOR TO

VERIFY DIMENSIONS

FOR PLACEMENT

CONFLICTS. VERIFY

ELEVATIONS FOR

PROPER DRAINAGE.

USE FACE OF (E) CURB

OFF AXE WAY TO

LOCATE PLACEMENT

OF (N) 6" CURB. (OUT

SIDE FACE OF CURB)

USES CENTER OF

LIGHT BASE TO LOCATE

(N) 6" CURB. WEST END

OF LOT. (OUT SIDE

FACE OF CURB)

USE EAST CATCH BASIN

FOR ELEVATION HUB.

(N) TYPE B 6" CURBS

PER CITY OF KLAMATH

FALLS W/ EVENLY

SPACED DRAIN

OPENING. DETAIL

4/4.4/5

PAVEMENT AREA.

DETAIL 4/1.

AC TRANSITION. DETAIL

4/2

REPLACE/REPAIR

FABRIC. LAP FABRIC IN

DIRECTION FLOW. ADD

AND SPREAD

LANDSCAPE ROCK.

(ADDED ROCK SHALL

MATCH (E)

KJAQ132250

6/8/2016

1"= 20'

NAME#X MM/DD

AXE WAY

A

R P

W

V A

N D

E N

B E

CONT RD

91'

45'-6"

45'-6"

SIDEWALK

31'-6"±

20'

17'

17'

20'

17'

R10'

45°

12'-9"

R10'

24'

24'

9'-4"±

23'-8±

9'

12'-9"

12'-9"

9'

45°

9'

173rd CE Squadron.

Oregon Air National Guard.

221 Wagner St Suite 16.

Kingsley Field

Klamath Falls OR.

(541)885-6303

Repair/Add basewide parking.

South parking lot

NOTES

PROVIDE

PROFESSIONAL

QUALITY CRISP LINE.

USING AN AIRLESS

MARKING MACHINE.

NEW LINE SHALL BE 15

MILS THICK IN 2 COAT

WITH 30 DAYS BETWEEN

COATS.

PAINT SHALL BE A

WHITE LATEX PAINT.

4" WIDE PARKING LINES.

FOR PARKING LOTS.

STREET AND ROADWAY

MARKING SHALL MEET

ODOT REQUIREMENTS.

EXIT ONLY. SIGN.

ENTER ONLY. SIGN.

SIGNS SHALL BE 12" X

18" .080

ALUMINUM, STANDARD

REFLECTIVE

PROFESSIONAL

QUALITY.

SQUARE TOP POST

KJAQ132250

6/8/2016

1"= 20'

NAME#X MM/DD

TYPICAL PARKING SECTION

N.T.S 4/1

GTF-200 WOVEN GEOTEXTILE FABRIC

INSTALLED PER MANUFACTURERS

SPECIFICATIONS

18" (MIN.) OF APPROVED 4"-0

STRUCTURAL FILL CONFORMING

TO ODOT SUBBASE SPECIFICATIONS

(OUTSIDE OF PRIOR ASPHALT AREA )

6" OF 3/4"-0 ODOT SPEC AGGREGATE

COMPACTED TO 95% STD. PROCTOR

3" (1.5"/1.5") ODOT 1/2", LEVEL 2. PARKING LOTS

5" (2"/3") OF ODOT 1/2", LEVEL 3. ROADWAY

ASPHALT w/ PG 64-28 BINDER

COMPACTED TO ODOT SPECIFICATIONS

GRADE PER PLAN

2 #4 REBAR

AND 1/2" ISOLATION JOINT FILLER EACH 30', (TYPICAL)

6" REVEAL, TYPICAL OF ALL

TYPE 'B' CURB SHOWN

BOTTOM OF TYPE 'B' CURB

SHOWN BEYOND LIMITS OF FOOTING

TYPE 'B' CURB WITH

4" THICK SIDEWALK

HEIGHT VARIES,

(TYPICAL)

SUB GRADE COMPACTED

TO 95% STD. PROCTOR

9"

6"

4"

6"

3"

15"

U

N

O

TYPICAL CURB.

NTS 4/4

1" RADIUS (TYP)

12.00'

24.00'

R

AC/L-SCAPE FINISH GRADE.

TYPICAL CURB DRAIN.

NTS 4/5

U

N

O

AC PATCH MATCH EXISTING

AND CRACK SEAL

SECOND SAW CUT LINE.

EXISTING BASEROCK-COMPACT

AND RE-GRADE AS REQUIRED.

INITIAL SAW CUT LINE.

TYPICAL AC TRANSITION.

NTS 4/2

12" MIN

NEW AND EXISTING HMAC,

CONCRETE, & GRAVEL PAVING AREAS -

CDF 200 PSI @ 28 DAYS (SLURRY MIX)

-OR-

3/4"-0 CRUSHED AGGREGATE COMPACTED

TO 95% MAXIMUM DENSITY PER AASHTO T-99

SOIL AREAS -

NATIVE BACKFILL COMPACTED TO 85% Max.

DENSITY PER AASHTO T-99

'1

CONCRETE

COMPACTED BASE

COMPACTED

SUBGRADE

6X6- WI.4 X WI.4 WWF

PAVEMENT

PAVEMENT

SEAL (TYP)

VALLEY GUTTER .

NTS 4/3

1'-6" 1'-6"

6X6- WI.4 X WI.4 WWF

6" DOME FILLED

POST

W/ CONCRETE)

PAINTED

COLONEL RED

6" DIAMETER-

SCHEDULE 40

STEEL PIPE

CONCRETE

FOOTING

1" CROWN

4'

3'-2"

3'

1'-6"

BALLARD.

NTS 4/6

173rd CE Squadron.

Oregon Air National Guard.

221 Wagner St Suite 16.

Kingsley Field

Klamath Falls OR.

(541)885-6303

Repair/Add basewide parking.

South parking lot

NOTES

CONCRETE: 4000 psi, SIX SACK CONCRETE

(COMPRESSIVE

STRENGTH AT 28

DAYS)

AIR ENTRAINMENT:

6% ± 1.

4" SLUMP MAXIMUM.

FINISH BOTH SIDES

WHERE VISIBLE.

(SEE ATTACHED

SPEC SHEETS. PER

CITY OF KLAMATH

FALL)

PROVIDE CONCRETE

AT TIME OF

PLACEMENT, AT A

TEMPERATURE

BETWEEN A MINIMUM

OF 50° F AND A

MAXIMUM OF 90°F.

ON SITE TESTING

FOR SLUMP AND AIR

ENTRAINMENT.

KJAQ132250

6/8/2016

NTS

NAME#X MM/DD

EDGE SEALING TACK

COAT APPLICATION -

SEAL ALL ADJOINING

ASPHALT TO

ASPHALT AND

ASPHALT CONCRETE

PAVEMENT

SURFACES WITH AN

EDGE SEALING TACK

COAT. PLACE

SUFFICIENT TACK

COAT TO SEAL THE

ADJOINING

SURFACES. AFTER

THE TACK COAT HAS

BEEN PLACED,

PLACE CLEAN SAND

OVER THE TACK

COAT. REAPPLY

ADDITIONAL TACK

COAT AND SAND

COVER TO ANY

EDGES THAT ARE

NOT COMPLETELY

SEALED IN THE

FIRST

APPLICATION.