W912DS-11-R-0019 Plans Package1.pdf

�" THICK

STEEL PLATE

2 HEAVY DUTY HINGES

WITH EXPANSION BOLTS

INTO HEADWALL AND

WELDED TO PLATE

EMBED EYE BOLT IN

HEADWALL. PROVIDE

SLOT IN STEEL PLATE

FOR EYEBOLT TO FIT

THROUGH FOR PLATE

TO BE PADLOCKED.

5.5’

COVER AT HEADWALL

NTS

CS-115

POINT NORTHING EASTING

907845.260 624515.183

907805.833 624541.301

907839.890 624574.303

907862.855 624559.090

907850.053 624502.582

907800.479 624528.691

907777.040 624564.751

907765.408 624574.224

907838.403 624587.640

907886.905 624586.120

907896.876 624597.327

907874.106 624551.636

UNDERGROUND TRAINER CONTROL PTS.

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3’ 5:1

10’MIN.

10’MIN.

12’MIN.

50’MIN.

6"MIN.

50’MIN.

12’MIN.

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE

A 30 FOOT MINIMUM LENGTH WOULD APPLY).

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT

POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE

ENTRANCE TO SITE.

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING

OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-

STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS

IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL

SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY

MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH

STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH

RAIN.

CONSTRUCTION SPECIFICATIONS

EXISTING

PAVEMENT

FILTER

CLOTH

EXISTING

GROUND

EXISTING

PAVEMENT

MOUNTABLE

BERM

(OPTIONAL)

PLAN VIEW

PROFILE

EXISTING

GROUND

STABILIZED CONSTRUCTION ENTRANCE

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES

OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE

FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.

FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-

LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,

MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN

"BULGES" DEVELOP IN THE SILT FENCE.

UNDISTURBED GROUND

COMPACTED SOIL

FLOW

WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6"

MESH SPACING) WITH FILTER CLOTH

EMBED FILTER CLOTH

A MIN. OF 6" IN GROUND

20" MIN

16" MIN

4"

SECTION VIEW

36" MIN. FENCE POST

10’ MAX. C TO C

SILT FENCE

CONSTRUCTION SPECIFICATIONS

D

B

ZZ

CONSTRUCTION SPECIFICATIONS

TRAPEZIODAL CROSS SECTION

A

S=0%

Do d/2

La

W2W1

PROFILE

DISCH.

GRADED AGGREGATE

FILTER OR FILTER CLOTH

NO OVERFALL

6" MIN.

3’ MIN.

1’ MIN.

PIPE

A

A EXISTING

STABILIZED

CHANNEL

NOTE: APRON @ ZERO GRADE

SIDE SLOPE 2H:1V

PROFILE VIEW

PLANVIEW

GRADED AGGREGATE

FILTER OR FILTER CLOTH

CROSS SECTION A-A

NOTE:

SEE RIPRAP STANDARDS AND SPECIFICATIONS

MINIMUM TAILWATER CONDITIONS

6"

CULVERT OUTLET PROTECTION

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PROPOSED DRAINAGE SWALE

PROPOSED CULVERT OUTLET PROTECTION

PROPOSED CULVERT SUMMARY

PROPOSED DRAINGE SWALE SUMMARY

1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL

SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE

PROPER FUNCTIONING OF THE WATERWAY.

2. THE WATERWAY SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS

SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF

BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW.

3. FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT

WOULD CAUSE DAMAGE IN THE COMPLETE WATERWAY.

4. ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR

DISPOSED OF SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE

WATERWAY.

5. PROPOSED DRINAGE SWALE SHALL BE EITHER STABILIZED WITH VEGETATION OR BY EORISON

CONTROL MATTING. STABILIZATION SHALL BE DONE AS STATED IN PROJECT SPECIFICATIONS.

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TOP OF FILL

POND

EMBANKMENT

NYS DOT #2 STONE

CORE CONTINUOUS BAND

FILTER CLOTH OVER

WIRE MESH

WELDED OR CEMENTED JOINT

(WITH ADAPTER IF NECESSARY)

OUTFLOW

TOP ELEVATION

100 yr POOL LEVEL

BOTTOM ELEVATION

ANTI-VORTEX DEVICE

(NOTE1)

FREE BOARD

1’ MIN.

OUTLET PROTECTION

RIP-RAP APRON.

OUTLET CULVERT

RISER PIPE

CIRCULAR ORIFICE 3

CIRCULAR ORIFICE 2

CIRCULAR ORIFICE 1

RISER PIPE AND DETENTION BASIN

CREST

ELEVATION

2 #8 (MIN.) BARS PLACED AT

RIGHT ANGLES AND

PROJECTING INTO SIDES OF

RISER TO HELP ANCHOR

RISER INTO CONCRETE

BASE

RISER

DRAIN (OPTIONAL)

NOTE:

1. THE CONCRETE BASE SHALL BE POURED IN SUCH A MANNER TO INSURE

THAT THE CONCRETE FILLS THE BOTTOM OF THE RISER TO THE INVERT

OF THE OUTLET PIPE TO PREVENT THE RISER FROM BREAKING AWAY

FROM THE BASE.

2. WITH ALUMINUM OR ALUMINIZED PIPE, THE EMBEDDED SECTION MUST

BE PAINTED WITH CHROMATE OR EQUIVALENT.

4"

9"

18"

BASE WIDTH EQUALS 2x

DIAMETER OF RISER

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RISER PIPE BASE

3’ 3’

NOTE: PLACE MEMBRANE BELOW

TOPSOIL OF DAM

DETENTION BASIN 2 DAM

GEOMEMBRANE

GEOMEMBRANE

Basin Bottom

NOTE:

1. PROVIDE ANTI-VORTEX DEVICE AS PER NYS EROSION AND SEDIMENT CONTROL GUIDELINES OR TRASH RACK AS APPROVED EQUAL.

2. REFER TO SHEET CE-501 FOR RIP-RAP APRON DETAILS.

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Existing DTM 0.00

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Scaled 1.0000 Times Hor.

610610

610610

0+00 1+00 2+00 3+00 4+00 5+00 6+00

2000 element

P V

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L 100.00’

FINISHED GRADE

EXISTING GRADE

80’0 40’

SCALE:1"=40’

CP-102

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C o u r s e C o n

D o c s c i v i l U

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Existing DTM 0.00

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Scaled 1.0000 Times Hor.

630630

630630

6+00 7+00 8+00 9+00 10+00 11+00 12+00

2000 element

P V

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E l e v

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6.6 3%

L 465.00’

FINISHED GRADE

EXISTING GRADE

CP-103

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P r o j e c t s W e s t

P o i n t U r b s a u l t

C o u r s e C o n

D o c s c i v i l U

A C

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Existing DTM 0.00

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Scaled 1.0000 Times Hor.

620620

620620

12+00 13+00 14+00 15+00 16+00 17+00 18+00

2000 element

P V

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E l e v

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-9 .9

L 465.00’

FINISHED GRADE

EXISTING GRADE

CP-104

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Existing DTM 0.00

Scaled 10.0000 Times Ver.

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570570

570570

18+00 19+00 20+00 21+00 22+00 23+00 24+00

2000 element

P V

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-4.86%

L 180.00’

FINISHED GRADE

EXISTING GRADE

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P d g n e e n d r m f S u b m i t t e d b y

A

U G

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P l o t

D a t e

New York District

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CP-105

R

O F

IL

E

S

P U

R R

O A

D

80’0 40’

SCALE:1"=40’

S O

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N N

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F

IL

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D W

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D B

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D E

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IG

N E

D B

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D E

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IP

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2 3

C

4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S

IZ

E

S U

B M

IT

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X

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X

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X

X

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U A

C S h e e t

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.d g n

A N

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D e e n d r m f

P L

O T

T E

D B

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-A U

G -2

P r o j e c t s W e s t

P o i n t U r b s a u l t

C o u r s e C o n

D o c s c i v i l U

A C

S h e e t

C

P d g n e e n d r m f S u b m i t t e d b y

A

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P l o t

D a t e

New York District

U

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SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T

C O

U R

S E

U S

M A

W

E S

T P

O

IN

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LINE SURFACE OFFSET

Existing DTM 0.00

Scaled 10.0000 Times Ver.

Scaled 1.0000 Times Hor.

530530

530530

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

2000 element

P V

C

.8

E le v

.1

P V

T

.8

E l e v

.8

P V

C

.6

E l e v

.9

P V

T

.6

E l e v

.4

2.57%

2.47%

3.57%

2.07%

L 90.00’

L 90.00’

FINISHED GRADE

EXISTING GRADE

G R

E N

A D

E G

U N

N E

R Y

D E

T A

IL

S

CS-501

STATION 3 HORIZONTAL CONTROL PTS

3 908809.31 625007.21

4 908811.08 625011.88

5 908744.21 624987.14

6 908742.66 624997.02

7 908719.39 624985.08

8 908721.16 624989.75

9 908679.15 625043.92

10 908672.73 625051.58

11 908650.32 625077.19

12 908651.91 625081.40

13 908593.02 625046.15

14 908595.35 625052.31

15 908553.55 625032.60

16 908552.00 625042.48

17 908543.61 625025.62

18 908542.88 625030.06

21 908488.39 625055.11

22 908489.97 625061.59

23 908437.66 625095.57

24 908440.02 625101.81

25 908384.80 625136.66

26 908394.71 625162.85

1 908858.20 625005.44

2 908860.53 625011.60

POINT NORTHING EASTING

VERTICAL CONTROL

POINT

VERTICAL CONTROL

POINT

VERTICAL CONTROL

POINT

8"

5’-0"

2% SLOPE

A

A

PLAN

DIRECTION OF FIRE

9’-2"

8’-6"

8"

SECTION A-A

SCALE: 1"= 2’

HORIZONTAL CONTROL HORIZONTAL CONTROL

6"x 8" TREATED

TIMBER

4"x 4" TREATED

TIMBER

6"x8" TREATED

TIMBER

6"x8" TREATED

TIMBER

4"x 4" TREATED

TIMBER

6" SUB-BASE

COURSE

1’-4"

HASTY FIRING POSITION (HFP)

POINT POINT

VERTICAL CONTROL

POINT

VERTICAL CONTROL

POINT

VERTICAL CONTROL

POINT

VERTICAL CONTROL

POINT

8"

5’-0"

2% SLOPE

A

DIRECTION OF FIRE

9’-2"

8’-6"

8"

SECTION A-A

SCALE: 1"= 2’

HORIZONTAL CONTROL HORIZONTAL CONTROL

6"x 8" TREATED

TIMBER

4"x 4" TREATED

TIMBER

6"x8" TREATED

TIMBER

6"x8" TREATED

TIMBER

4"x 4" TREATED

TIMBER

6" SUB-BASE

COURSE

1’-4"

HASTY FIRING POSITION (HFP)

POINT POINT

8"

5’-0"

2% SLOPE

A

DIRECTION OF FIRE

9’-2"

8’-6"

8"

SECTION A-A

SCALE: 1"= 2’

HORIZONTAL CONTROL HORIZONTAL CONTROL

6"x 8" TREATED

TIMBER

4"x 4" TREATED

TIMBER

6"x8" TREATED

TIMBER

6"x8" TREATED

TIMBER

4"x 4" TREATED

TIMBER

6" SUB-BASE

COURSE

1’-4"

HASTY FIRING POSITION (HFP)

POINT POINT

SLOPE 2% SLOPE 2% 3

NO SCALE

CARRIAGE BOLTS

6"x6"

6"x6"

6"

2"x6"

BRACE

2"x12"

CARRIAGE BOLTS

1/2"x4"

1/2"x8"

CARRIAGE BOLTS

(TYP. ALL DIAGONALS)

1/2"x6"

PAINT ORANGE

HORIZONTAL CONTROL

POINT A

HORIZONTAL

CONTROL POINT B

1’-6"

POST

POST

PLAN

RED LIGHT

TYP. 3

12"7’-0"

DIRECTION OF FIRE

SCALE: N.T.S.

RANGE LIMIT MARKER (RLM)

VERTICAL CONTROL

POINT

DIRECTION OF FIRE

2"x4" TREATED TIMBER

PLAN

T

Y P

2"x4" TREATED TIMBER

4"x4" TREATED TIMBER

6" SUB-BASE COURSE

3’-0"x 16" DIA.

CONCRETE FOOTING

ELEVATION

10" 4’-11" 10"

6’-7"

6"

NOTES:

1. ALL TIMBERS TO BE LOCATED BELOW GRADE

SHALL BE WRAPPED WITH 15 LB. FELT.

1’-4"

SCALE: 1"=2’

4"x4" TREATED TIMBER

6" COMPACTED

SUB-GRADE (95%)

LOW WALL FIRING POSITION (LWFP)

HORIZONTAL CONTROL POINT

HO RIZONTAL CONTROL POINT

3’-0"

2’=0"

2’-0"

SLOPE 2%

DIRECTION OF FIRE

SLOPE 2%

10’-0"

SCALE: 1"=2’

FIRING PAD (FP)

EQ EQ EQ EQ

GALV. STEEL HINGES

PER MANFR.

WELDED 2.5" O.D.

GALV. STEEL PIPE

AND WELDED TO

END CAP OF GATE

& TO POST

.5

2.5" O.D. GALVANIZED

STEEL POST W/ DOME TOP,

OF ROAD

STEEL POST W/ DOME TOP,

SET POST 400mm OFF EDGE

OF ROAD

FINISHED

GRADE

SET POST 1’ OFF EDGE

1’

38"%%c ROD RADIUSED

.5

1’

4" O.D. GALVANIZED

NTS

NOTE: PROVIDE GATE STOP WHICH CAN HOLD

GATE IN THE OPEN POSITION.

PIPE GATE

ROAD WIDTH PLUS 4’

27 908347.46 625081.10

28 908349.93 625087.65

29 908391.77 625197.43

30 908394.29 625203.96

R

L M

L E

F T

R

L M

R I G

H T

GRAVEL

2’-0" 2’-0"

6" GRAVEL

6" GRAVEL

VERTICAL CONTROL

POINT=ELEV

NOTE:

ASSUMED FIRING ELEV FOR LINE

OF SIGHT IS 1’ ABOVE VERTICAL

CONTROL POINT

VERTICAL CONTROL

POINT= ASSUMED

FIRING ELEV. FOR

LINE OF SIGHT

VERTICAL CONTROL

POINT= ASSUMED

FIRING ELEV. FOR

LINE OF SIGHT

19 908530.77 625130.58

20 908532.54 625135.26

NOTES:

1.DIAGONALS SHALL BE PAINTED LUMINOUS

INTERNATIONAL ORANGE.

2. ALL HARDWARE SHALL BE GALVANIZED.

3. ALL WOOD TO BE PRESERVATIVE TREATED.

4. CARRIAGE BOLTS SHALL BE EQUIPPED

WITH WASHER, LOCKWASHER AND NUT.

5. CONTRACTOR SHALL WRAP ALL WOOD WITH

30# ROOFING FELT PROIR TO EMBEDDING IN

CONCRETE. AFIX FELT TO POSTS WITH

ROOFING NAILS.

6. LEFT SIDE MARKER IS SHOWN. RIGHT

SIDE MARKER OPPOSITE HAND. ARROW SHALL

POINT TOWARDS RANGE.

7. SEE ELECTRICAL PLANS FOR ELECTRICAL

DATA.

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US Army Corps of Engineers

D A

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P r o j e c t s W e s t

P o i n t U r b a n

A s s a u l t

C o u r s e C o n D o c s c i v i l C

S D

E T

A I L d g n e e n d r m f S u b m i t t

A

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New York District

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REFERENCE

NUMBER

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2 3

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4 5

A

B

M A

R K

A P

P R

US Army Corps of Engineers

D A

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P r o j e c t s W e s t

P o i n t U r b a n

A s s a u l t

C o u r s e C o n D o c s c i v i l U

A C

S h e e t

C

S D

E T

A I L d g n e e n d r m f S u b m i t t

A

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D a t e

New York District

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SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

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C O

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M A

W

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GRANULAR DRAINAGE

2%%% SLOPE (min)

COMPACTED SUBGRADE

(ENTIRE FOOTPRINT OF EMPLACEMENT)

OF EMPLACEMENT

TAPER SIDEWALLS TO REAR

WITH 3:1 SLOPE

DIRECTION

MATERIAL

GRADE TO DRAIN

2%

SLOPE

2%

SLOPE

FRONT WALL HEIGHT

152mm

152mm x 203mm TREATED TIMBER m m

1372mm [4’-6"]

HORIZONTAL AND VERTICAL

m m m m m m

1676mm [5’-6"]

152mm

203mm

ELECTRICAL BLOCKOUTS

HORIZONTAL AND VERTICAL

457mm x 152mm TYP.

[1’-6" x 6" TYP.]

[8"]

[6"][6"]

[6" x 8"]

(SEE GENERAL NOTE 5)

EXISTING

GROUND

OF FIRE

203mm

[8"]

[6"]

152mm

25mm [1"]

152mm [6"]

152mm [6"]

152mm

[6"]

TOE OF BERM

DIRECTION

OF FIRE

ANGLE

OF FIRE

#13 REBAR @ 300mm OCEW

[#4’s @ 12" O.C.E.W.]

CENTER REBAR IN WALLS AND SLAB

2%%% SLOPE (min)

TOE OF BERM

FILTER

FABRIC

SURFACE / FILL EMPLACEMENT

PLAN

SECTION

LAPS TO BE A MINIMUM OF 12"

1372mm [4’-6"]

1220mm

[4’-0"]

95% Compaction

(ASTM D1557, Method D)

457mm [18"]

A

CS-502 CS-502

A

CS-502 CS-502

STATIONARY INFANTRY TARGET EMPLACEMENT (SIT)

CONTROL POINT

CONTROL POINT

NTS

NTS

VERTICAL

CONTROL POINT =ELEV. ON PLAN

TAPER SIDEWALLS TO REAR

OF EMPLACEMENT

WITH 3:1 SLOPE

FILTER

FABRIC

GRANULAR DRAINAGE

MATERIAL

SURFACE / FILL EMPLACEMENT

PLAN

SECTION

GRAPHIC SCALE:

SCALE: 1" = 2’

40 22

B

CS-502CS-502

2%%% SLOPE (min)

COMPACTED SUBGRADE

(ENTIRE FOOTPRINT OF EMPLACEMENT)

DIRECTION

GRADE TO DRAIN

2%

SLOPE

2%

SLOPE

FRONT WALL HEIGHT

(SEE GENERAL NOTE 5)

EXISTING

GROUND

OF FIRE

203mm

[8"]

[6"]

152mm

25mm [1"]

152mm [6"]

152mm [6"]

152mm

[6"]

ANGLE

OF FIRE

#13 REBAR @ 300mm OCEW

LAPS TO BE A MINIMUM OF 12"

[#4’s @ 12" O.C.E.W.]

CENTER REBAR IN WALLS AND SLAB

2%%% SLOPE (min)

152mm x 203mm HORIZONTAL AND VERTICAL

ELECTRICAL BLOCKOUTS

457mm x 152mm TYP.

[1’-6" x 6" TYP.]

1372mm [4’-6"]

TOE OF BERM

DIRECTION

OF FIRE

2032mm [6’-8"]

2337mm [7’-8"]

152mm

[6"]

152mm [6"]

HORIZONTAL AND VERTICAL

m m m m m m m m

203mm

[8"]

TREATED TIMBER

[6’-8"]

TOE OF BERM

B

CS-502CS-502

457mm [18"]

1220mm

[4’-0"]

95% COMPACTION

(ASTM D1557,METHOD D)

NTS

NTS

WIDENED STATIONARY INFANTRY TARGET EMPLACEMENT (DSIT)

GENERAL NOTES:

1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE

STRENGTH OF 28MPa (4000psi) IN 28 DAYS.

2. EMPLACEMENTS SHALL BE CONSTRUCTED OF

REINFORCED CONCRETE; CONCRETE STRUCTURES SHALL

BE PRECAST OR CAST-IN-PLACE.

3. ALL REINFORCING STEEL SHALL BE PER ASTM A615,

GRADE 60.

4. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL

BE REVEGETATED OR RESURFACED CONSISTENT WITH

THE NATURAL SURROUNDINGS. GROUND COVER SHALL

NOT REDUCE TARGET VISIBILITY.

5. PLACE RAILROAD TIES AGAINST CONCRETE WALL ON

L102mm x 102MM x 12.7mm x 102mm [4"x4"x�"x 4"]

STEEL ANGLES SPACED A MAXIMUM OF 914mm [3’] ON

CENTER. ATTACH ANGLE TO CONCRETE WITH CONCRETE

ANCHORS.

6. ALL DIMENSIONS ARE INDICATED AS FOLLOWS: METRIC

UNITS [ENGLISH] FOR INSTANCE, 1372mm [4’-6"]

7. HORIZONTAL CONTROL POINT (A) IS LOCATED ON THE

LEFT SIDE OF TARGET AS VIEWED FROM THE FIRING

POSITION.

8. PROVIDE 13mm [1/2"] CHAMFER ON ALL EXPOSED

CONCRETE SURFACES.

9. LABEL EACH EMPLACEMENT. COORDINATE WITH RANGE

CONTROL FOR NUMBERING SCHEME.

10. LIFTING EYES SHALL BE REMOVED FLUSH WITH THE

CONCRETE.

CONTROL POINT

CONTROL POINT

VERTICAL CONTROL POINT=

ELEV ON PLAN

CS-503

NTS

2’-0"

1’, 2’, 3’, OR 4’

RISER SECTIONS

O-RING TYPE, SELF

SEALING RUBBER GASKET

ENLARGED VIEW

TYPICAL MANHOLE FRAME & COVER

SEE SANITARY MANHOLE DETAIL

FRAME SHALL BE SET IN A 1"

BED OF MORTAR & LOCKED IN

PLACE WITH A MORTAR CAP

M

IN

MANHOLE PIPE CONNECTOR

STANDARD PRECAST CONCRETE GRADE RINGS

LL

PLAN OF FRAME

SECTION L-L

2’-2" DIA.

2’-3"

3’-3"

2’-0" 7

MACHINED

PLAN OF COVER

M M

SECTION M-M

1"2"

8"

SANITARY MANHOLE DETAILS

N.T.S.

2�"

2’-1�"

PRE-CAST CONCRETE MANHOLE

NOTES:

1. LIFTING HOLES SHALL BE SEALED

AFTER MANHOLE IS SET IN PLACE.

2.PROVIDE ZINC COATED STEEL STEPS

IN ACCORDANCE WITH ASTM C478.

NOTE:

REINFORCEMENT NOT SHOWN. HEADWALL AND

GRADE SLAB SHALL HAVE #3 @ 12" ON BOTH

FACES (B.S.) VERTICALLY AND HORIZONTALLY.

SECTION "A - A"

PLAN VIEW

ELEVATION VIEW

STEEL TIE RODS

STEEL TIE RODS

AA

48" RCP

48" RCP

48" RCP

U-SHAPED HEADWALL

"6

3"

12"

15’-0"

15’-6"

3:1 SLOPE

1’-0"

8’-0"

1’-0" 1’-0"

FINISHED GRADE

FINISHED GRADE

AGGREGATE SURFACE PAVEMENT

AGGREGATE SURFACE COURSE

AGGREGATE BASE COURSE

N.T.S.

COMPACTED SUBGRADE

(95% Max. Density)

GEOTEXTILE

10’-0" TYP. STA. 5

FOR SIZE OF PIPE, SEE CG-108

FOR SIZE OF PIPE, SEE CG-108

8" 8"4’-0"

PLAN

4’-0"

8"

#4 BARS 12" O.C.

BOTH WAYS

8"

2"

TYPICAL STORM DRAIN INLET

2-#4 BARS 4 SIDES

OF OPENING

FRAME SHALL BE SET IN A 1"

BED OF MORTAR & LOCKED IN

PLACE WITH MORTAR CAP

HEAVY DUTY C.I.

FRAME & COVER

NTS

1�"

SECTION G-G

G G

T

PLAN

SECTION E-E

TOTAL WEIGHT 400 LBS MIN.

FRAME

GRATE

PLAN

2’-0"

2’-0"

E E

2’-11"

1’-10"

F F

SECTION F-F

x x x x x

SMOOTH FIN.

BORDER (TYP)

WIRE MESH

6X6 6/6

N.T.S.

CONC. WALK DETAIL

BROOM FIN. CONC.

W/ STEEL TROWELED

EDGES

M

I N

C

O V

E R

COMPACTED SUBGRADE

DENSITY

SURFACE MATERIAL

N.T.S.

x x x x x x x

EJ CJ

VARIES

BROOM FIN.

CONC. (TYP)

TOOLED SCORE

SMOOTH FIN.

BORDER (TYP)

WIRE MESH

6X6 6/6

NON-BITUMINOUS PREFORMED

FILLER ASTM # D 1752

FULL DEPTH OF CONC. SLAB

E.J.-C.J. DETAIL

N.T.S.

x x x x x x x

EJ CJ

VARIES

BROOM FIN.

CONC. (TYP)

TOOLED SCORE

SMOOTH FIN.

BORDER (TYP)

WIRE MESH

6X6 6/6

NON-BITUMINOUS PREFORMED

FILLER ASTM # D 1752

FULL DEPTH OF CONC. SLAB

E.J.-C.J. DETAIL

3"

20’ O.C. MAX.

9 NONEXTRUDING & RESILIENT

USE AT ALL EXPANSION JOINTS.

AGGREGATE BASE COURSE

TO 95% MAXIMUM

SEALANT 1/4" DEEP

5’ O.C. MAX.

3" 3" 3"

JOINT 1" DEEP, 1/4" WIDE

6"

S

IT

T A

IL

S

(3", 6", OR 16") TO MATCH FINISHED

GRADE FOR NEW AND EXISTING

MANHOLES.

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U A

C

S h e e t

C S

-5

D E

T A

A N

S I

D e e n d rm f

P L

O T

T E

D B

Y

-A U

G -2

P r o j e c t s W e s t

P o i n t U r b s a u l t

C o u r s e C o n

D o c s c i v i l U

A C

S h e e t

C

S

D

E T

A I L d g n

New York District

U

S

A R

M Y

E N

G

IN

E E

R D

IS

T

R

IC

T

N E

W Y

O R

K h tt p

/w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

P R

O J E

C T

U R

B A

N A

S S

A U

L T

C O

U R

S E

U S

M A

W

E S

T P

O

IN

T

N