8030_c1v8.pdf

BLDG 2333

LEGEND

GRADE

- EXISTING

DRAWING NO:

SHEET OF

DATE

SCALE

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ˆ" = 1'

PP

3'-0"

4'-0"

3" MIN.

PIPE GUARD DETAIL

6' -0

3" MIN., 4" MAX.#5 REBAR

24" - #5 REBAR

8" ‚"

6" ‚"

PRECAST PARKING STOPS

GFEBS NO:

B

S H

M U

E L

L E

R

S I

A N

C1

N 99.72

2" MAX.

1" MIN.,

CONCRETE PIER

1'-6" DIA.

SOLID w/ CONCRETE

PAINTED AND FILLED

6" DIA. STEEL PIPE,

FINISH DOME

CONC. CAP w/ TROWEL

PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

POSTS SHALL BE PREPARED AND PAINTS SHALL BE APPLIED

GOVERNMENT FROM MANUFACTURER'S STANDARD COLORS.

EXTERIOR ENAMEL - COLOR TO BE SELECTED BY THE

ENAMEL PRIMER AND FINISH WITH TWO COATS OF

PAINT REQUIREMENTS: ONE FULL COAT OF EXTERIOR

NTS

NTS

D R

A

N

P E

E X I

S T I

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A Y

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N E

BLDG 2327

TOP OF FOUNDATION 104.70

FLOOR ELEVATION 104.20

15" STORM SEWER

INV ELEV 95.93

TOP ELEV 99.51

STORM SEWER

INV ELEV 96.70

TOP ELEV 98.70

STORM SEWER

(T.B.M. BY OTHERS)

COMMUNICATION LINE

CAST IRON DOWNSPOUT BOOTS (TYP).

CONNECT NEW DOWNSPOUTS TO PIPE WITH

EXISTING 8" PVC DRAIN PIPE @ 0.5% SLOPE.

S T

A S

P H

A L

T

Q U

A R

T E

R M

A S

T

(ASPHALT)

E. 2ND STREET

TURF

STEPS SEE DETAIL H/S2

CONCRETE STAIRS SEVEN

(T.B.R.). PLACE NEW

EXISTING CONCRETE STEPS

THE DOORWAY

THEN THE F.F. EXCEPT AT

TOP OF WALL 6" HIGHER

EXISTING FACILITY FLOOR.

F.F. ELEV TO MATCH

ADDITION TO B2327

BUILDING AND RR TRACKS.

REMOVED ASPHALT IN AREA BETWEEN

CLEAN, CRUSHED AGGREGATE TO REPLACE

AND RR TRACK. PROVIDE MINIMUM OF 6" OF 1"

BUILDING AND BETWEEN NEW BUILDING

REMOVE ALL ASPHALT FOR PLACEMENT OF

REMOVE PARKING STOP

AGGREGATE BASE.

4" THICK CONCRETE OVER 6" OF

ALL SIDES. PAD SHALL BE

THEN THE EQUIPMENT AT

EQUIPMENT PAD 6" LARGER

MECHANICAL CONCRETE

MECH. EQUIPMENT

FOR PLACEMENT OF

REMOVE PARKING STOP

NOT TO SCALE

FINAL SAW CUT

12" 12"

PIPE

6" MIN.

7" MIN. 7"MIN.

TACK COAT

ASPHALT

EXISTING

BASE

ROCK

CRUSHED

SUBGRADE

SOIL

CRUSHED ROCK

ONE INCH MINUS

CONCRETE

HIGH EARLY STRENGTH

3500 PSI

UTILITY TRENCH IN ASPHALT PAVEMENT

SAW CUT

INITIAL

12"

18"

PARKING

RESERVED

FRONT OF HANDICAP STALL.

SIGN TO BE CENTERED IN

LETTERING TO BE 3".

HANDICAP SIGN

SEE DETAIL L SHT S2

STORM SEWER LINE.

TRENCH DRAIN. CONNECT TO

CONCRETE DOCK APPROACH WITH

PP

CP

GROUND

TO BLDG 4FT FROM THE

ATTACH HANDICAP SIGN

NO PARKING ON BOTH SIDES.

WITH WHITE PAINT FOR

HANDICAP PARKING. STRIPE

MIN 4 FT FROM BLDG

PRECAST PARKING STOP.

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

TURF

PAVEMENT

ASPHALT

TURF

100.07

99.81

100.15

99.26

DETAIL N SHT S3

INLET BOX SEE

BEFORE PLACEMENT OF CONCRETE.

TO HAVE STRAIGHT CUT

SLOPES. SAW CUT ASPHALT

THE INLET WITH 2:1 SIDE

CONCRETE DITCH SLOPED TO

TURF (T.B.R.)30X6 PLACE

RAMP SEE DETAIL K SHT S3

TO EXISTING BLDG,

CONCRETE RAMP T.B.R.

G

B E

R

S

E N

G

NOT TO SCALE

J

L E

S

S H

F

N T

R A

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I S

S U

E

A D

D I T I

I L

D I

G

22 OCT 15

C.0004125

DPW 02643 5J

C8030.22

DRAINAGE FROM THE NEW CONNECTION.

INVERT TO PROVIDE A SMOOTH PLASTERED SURFACE FOR PROPERLY CHANNELED

EXCEPT AS INDICATED. PROVIDE NECESSARY MODIFICATIONS TO THE EXISTING

INSIDE TO PRESENT A SMOOTH JOINT, FLUSH WITH THE INNER WALL SURFACE

PIPE SHALL BE SOLIDLY FILLED WITH MORTAR, AND NEATLY POINTED UP ON THE

MORTAR BEFORE SETTING THE PIPE. AFTER SETTING, ALL SPACES AROUND THE

REMOVED FROM THE CUT SURFACES, WHICH SHALL BE COMPLETELY COATED WITH

AVOID UNNECESSARY DAMAGE TO THE MASONRY. ALL LOOSE MATERIAL SHALL BE

FILLING SOLIDLY WITH 1-3 CEMENT-SAND MORTAR. CARE SHALL BE USED TO

INSERTING THE PIPE WITH 2" OF SPACE AROUND THE PIPE FOR BEDDING AND

4. MANHOLE CONNECTION: A HOLE SHALL BE CUT IN THE MANHOLE WALL TO PERMIT

SPECIFICATIONS. FINAL GRADES TO MATCH ELEVATIONS AS SHOWN ON THE DRAWINGS.

SHALL RECEIVE 3" TOPSOIN AND BE SEEDED AND MULCHED ACCORDING TO

3. ALL TURF AREAS DISTURBED BY THE CONTRACTOR, EXCEPT AS NOTED,

WORK IS NOT IN PROGRESS.

FOUR FOOT HIGH, AROUND ALL OPEN TRENCHES OR EXCAVATIONS WHILE

2. CONTRACTOR SHALL SUPPLY AND MAINTAIN HIGH VISIBILITY FENCING,

PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND EXISTING GRADES.

THOROUGHLY COMPACTED. SLOPED AWAY FROM BUILDING AS NECESSARY TO

REMAINING ASPHALT AND NEW BUILDING. AGGREGATE SHALL BE 1" MINUS,

IMPROVEMENTS. PROVIDE MINIMUM OF 6" OF AGGREGATE AND PAVE AREA BETWEEN

1. SAW CUT AND REMOVE ASPHALT PAVEMENT AS NECESSARY FOR PLACEMENT OF

NOTES:

NTS - NOT TO SCALE

SHT - SHEET

TYP - TYPICAL

T.B.R. - TO BE REMOVED

T Y

P

COURSE

SURFACE

2" ASPHALT

8030_c1v8.dgn Default 6/28/2016 1:24:17 PM