C-501_Addendum003.pdf

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ORIGINAL SHEET SIZE 22" X 34"

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C-501

NO SCALE

A2

ASPHALT PAVEMENT

*1"R

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P. SU

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*SEE SITE PLANS

BASE

S U

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C E

*4"

6"

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B3

CONCRETE HEADER CURB

NO SCALE

FINISHED

GRADE

CONCRETE

*NOTE: IF PROPOSED HEADER CURB ABUTS EXISTING CURB,

DIMENSIONS TO MATCH EXISTING CURB

VARIES (SEE STAKING PLANS)

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN WALK AND

PAVING OR ADJACENT STRUCTURE

EXPANSION JOINTS @ 50' MAX.

SPACING AND AT JUNCTIONS WITH

OTHER STRUCTURES (I.E. CURBS,

FOUNDATIONS, BUILDINGS, ETC.)

AND RIGID PAVING.

EXPANSION JOINT

4" THICK CONCRETE (4000 PSI @ 28 DAYS)

FINISHED

GRADE

CONTRACTION JOINT SHALL DIVIDE

SIDEWALK INTO SQUARE PANELS. SPACING

OF CONTRACTION JOINTS SHALL EQUAL THE

WIDTH OF THE SIDEWALK.

CONTRACTION JOINT

NOTE: NOTE:

1/4" RADIUS

FINISH

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE.

C4

STANDARD SIDEWALK DETAIL

NO SCALE

A3

PIPE BOLLARD

NO SCALE

AS SHOWN ON STAKING PLANS

12" COMPACTED SUBGRADE

C3

8" CONCRETE ISLAND

NO SCALE

(L)

WIDTH OF

INSIDE LANE

12'

(W)

WIDTH OF

PAINTED AREA

3.0'

(S)

WIDTH OF

SPACE

3.0' 2.5' 3.5'

(W)

WIDTH OF

PAINTED AREA

ALTERNATE ALTERNATE

H

(SEE NOTE 6)

1.5' MINIMUM

W

S

(S)

WIDTH OF

SPACE

(SEE NOTE 2)

L

L

NOTES:

1. PAINTED AREAS TO BE CENTERED ON

CENTERLINE AND LANE LINES.

2. A MINIMUM OF 1.5 FT. CLEAR DISTANCE SHALL BE

LEFT ADJACENT TO THE CURB FACE. IF LAST

PAINTED AREA FALLS INTO THIS DISTANCE IT

MUST BE OMITTED.

3. ON TWO LANE TWO WAY STREETS, USE SPACING

SHOWN FOR AN 11 FT. INSIDE LANE.

4. FOR DIVIDED ROADWAYS, ADJUSTMENTS IN

SPACING OF THE BLOCKS SHOULD BE MADE IN

THE MEDIAN SO THAT THE BLOCKS ARE

MAINTAINED IN THEIR PROPER LOCATION

ACROSS THE TRAVELED PORTION OF THE

ROADWAY.

5. THE BLOCKS SHALL BE PLACED SO THAT THEY

ARE NOT LOCATED IN THE WHEEL PATH OF THE

VEHICLES.

A4

PEDESTRIAN CROSSWALK STRIPING

NO SCALE

6. THE BLOCKS SHALL BE A MINIMUM OF 6' LONG AND AT LEAST AS LONG AS THE TRUNCATED

DOMES, FOR FANNED TRUNCATED DOMES THE BLOCKS SHALL BE AT LEAST AS LONG AS THE

APPROACHING SIDEWALK OR SHARED USE PATH.

7. THE ALTERNATE (W) AND (S) MAY BE USED WHEN BLOCKS LONGER THAN 6' (H) ARE USED.

2"

20"

1.5" SURFACE COURSE

(GRADATION 2)

AGGREGATE BASE COURSE

(NYS DOT TYPE 2, ITEM 304.12)

12" COMPACTED

SUBGRADE COMPACTED

PRIME COAT (IF NEEDED PER

SPECIFICATION 32 12 13)

GEOTEXTILE

8'

12"COMPACTED SUBGRADE

D3

6" CONCRETE ISLAND

NO SCALE

10'

NO SCALE

B2

SANITARY SEWER LIFT STATION

CONCRETE HEADER CURB (TYP.)

SEE DETAIL B3, THIS SHEET

6" CONCRETE HEADER CURB

(TYP.) SEE DETAIL B3, THIS SHEET

ROUND VALVE BOX

CONCRETE COLLAR

4" MIN.

SLIP-TYPE

ADJUSTABLE

VALVE BOX

BRICK

TAPPING VALVE

TEST TAP

& PLUG

SEE NOTES FOR

TAPPING SLEEVE

LENGTH

MIN. 24"

EXIST.

WATER

NPRL

MIN. 18"

THRUST BLOCKING

SEE DETAIL B1/C-509

SEE NOTE 4

HOLLOW CONCRETE BLOCK AND/OR BRICK FOR

TEMPORARY SUPPORT. SET WITH HOLLOW CORE

HORIZONTAL. WRAP-UP BLOCKS IN CONCRETE

POUR. MAKE SURE CONCRETE FILLS HOLLOW

PORTION OF BLOCKS.

NOTES:

THOROUGHLY

TAMP DITCH TO

SPECIFICATION

REQUIREMENTS

21"

12x8

12x10, 12x12

25"

10x8, 10x10

MAXIMUM TAPPING SLEEVE LENGTH

8x8

12x2, 12x3, 12x5, 12x6

10x2, 10x3, 10x4, 10x6

8x2, 8x3, 8x4, 8x6

6x6, 6x3, 6x4, 6x2

MAIN & TAP

(IN. NOMINAL)

19"

23"

21"

19"

19"

LENGTH

(ALONG RUN)

18"

1. TEMPORARILY SUPPORT TAPPING SLEEVE AND VALVE AND

APPLY STANDARD HYDROSTATIC TEST.

2. IF NO LEAKS, POUR INDICATED PERMANENT CONCRETE BLOCK

AND SUPPORT PAD.

3. MAKE TAP, LINE EXTENSION AND BACKFILL.

4. COVER GLANDS AND BOLTS WITH HEAVY POLYETHELENE

SHEETING TO KEEP CONCRETE FROM BONDING. TYPICAL

WHENEVER BOLTS OR GLANDS MAY BE "WRAPPED-UP" IN

CONCRETE.

5. COAT TAPPING SLEEVE AND BOLTS WITH AN APPROVED

BITUMASTIC COATING BEFORE POURING CONCRETE. TYPICAL

FOR ALL STEEL INCLUDING RODS, COUPLINGS, STRAPS, AND

OTHER BURIED STEEL.

6. WORKMEN INSTALLING TAPPING SLEEVE AND VALVE SHALL

FOLLOW MANUFACTURER'S INSTALLATION PROCEDURES.

A1

TAPPING SLEEVE AND

VALVE

NO SCALE

4" GRADED

AGGREGATE BASE

NOTE: SEE DETAILC4/C-501

FOR JOINT DETAILS

NOTE: SEE DETAILC4/C-501

FOR JOINT DETAILS

4" GRADED

AGGREGATE BASE

4" GRADED

AGGREGATE BASE

M

I N

18" DIA.

"- WIDE EXPANSION JOINT WITH

FUEL RESISTANT JOINT SEALANT

WHEN ABUTTING PAVEMENT (TYP)

PAVEMENT

(WHEN APPLICABLE)

COMPACTED

SOIL (WHEN

APPLICABLE)

CONCRETE FOOTING

(4000 PSI. MIN.)

COAT EMBEDDED LENGTH

WITH BITUMINOUS MASTIC

8" DIAMETER - SCHEDULE

40 STEEL PIPE

PAINT YELLOW

FILL PIPE WITH CONCRETE

AND SLOPE FOR DRAINAGE

TACK COAT

2" SURFACE COURSE

(GRADATION 2)

1.5"

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6" THICK, 4000 PSI CONCRETE

4" THICK, 4000 PSI

CONCRETE

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