Replace Troop Training Quarters.pdf

ALL DORMITORY BATHROOMS:

1. REPLACE VCT FLOORING WITH CERAMIC TILE FLOORING.

2. PROVIDE CERAMIC WALL AND COVE BASE TILE ON THE WALLS.

3. PROVIDE ACCENT PAINTED WALL (COLOR #2)

ALL DORMITORY ROOMS:

1. REPLACE VCT FLOORING WITH MODULAR CARPET.

2. REPLACE VINYL COVE WITH WOOD BASE TRIM.

3. PROVIDE WOOD CHAIR RAIL.

4. PROVIDE PAINT COLORS #2 AND #3.

BASE BID:

ASPHALT SHINGLES AND ROOFING FELT OVER (1) LAYER OF VENTED

PLYWOOD AND 50mm [2"] RIGID INSULATION SANDWICH PANEL OVER

(1) LAYER OF 50mm [2"] RIGID INSULATION.

ALTERNATE BID ITEM:

STANDING SEAM METAL PANELS OVER SELF-ADHERED

UNDERLAYMENT OVER (2) LAYERS OF 50mm [2"] RIGID INSULATION.

SEE DETAIL A103 FOR TYPICAL ROOF ASSEMBLIES. PROVIDE LANDSCAPING AROUND THE BUILDING AND IN THE PARKING

LOT.

PROVIDE MANUAL TRANSFER SWITCH, AND PORTABLE GENERATOR

CONNECTION.

DELETE ASPHALT PAVING IN THE PARKING LOT AND PROVIDE

CONCRETE PARKING LOT.

PROVIDE PHOTOVOLTAIC ARRAY ON SOUTH FACING ROOF.

GANFLEC ARCHITECTS AND ENGINEERS

209 SENATE AVENUE, CAMP HILL, PENNSYLVANIA, 17011

193d REGIONAL SUPPORT GROUP, FORT INDIANTOWN GAP, ANNVILLE, PENNSYLVANIA

AUGUST 14, 2009

PROJECT NUMBER: LKLW959714

REPLACE TROOP TRAINING QUARTERS

PENNSYLVANIA AIR NATIONAL GUARD

BID DOCUMENTS

GENERAL DRAWINGS

G001 COVER SHEET

G101 FIRE WALL AND CODE PLAN

CIVIL DRAWINGS

C001 GENERAL SITE INFORMATION PLAN

C101 DEMOLITION PLAN

C102 LAYOUT PLAN

C103 GRADING AND DRAINAGE PLAN

C104 UTILITY PLAN

C105 LANDSCAPING PLAN

C106 EROSION AND SEDIMENTATION CONTROL PLAN

C301 PROFILES

C302 PROFILES

C303 PROFILES

C501 DETAILS

C502 DETAILS

C503 DETAILS

C504 DETAILS

C505 DETAILS

C801 EROSION AND SEDIMENTATION CONTROL NOTES

ARCHITECTURAL DRAWINGS

A001 LEGEND, SYMBOLS AND ABBREVIATIONS

A101 FIRST FLOOR PLANS AND DETAILS

A102 SECOND FLOOR PLANS AND DETAILS

A103 ROOF PLAN AND DETAILS

A201 BUILDING ELEVATIONS AND SECTIONS

A301 BUILDING AND WALL SECTIONS

A302 WALL SECTIONS

A303 WALL SECTIONS

A401 ENLARGED STAIR AND ELEVATOR PLANS AND DETAILS

A402 ENLARGED ROOM PLANS AND DETAILS

A403 ENLARGED PLANS, ELEVATIONS, AND DETAILS

A404 FLOORING PLANS AND DETAILS

A601 DOOR AND ROOM FINISH SCHEDULES AND DETAILS

A602 DOOR AND WINDOW DETAILS

A901 FURNITURE PLANS

STRUCTURAL DRAWINGS

S001 GENERAL NOTES

S002 MISCELLANEOUS DETAILS

S101 FOUNDATION PLAN

S102 SECOND FLOOR PLAN

S103 ROOF PLAN

S104 MECHANICAL MEZZANINE

S301 CONCRETE SECTIONS AND DETAILS

S302 CONCRETE SECTIONS AND DETAILS

S303 ENTRANCE CANOPY PLAN AND DETAILS

S304 ROOF TRUSS ELEVATIONS

MECHANICAL DRAWINGS

M001 SYMBOLS ABBREVIATIONS AND NOTES

M101 FIRST FLOOR HVAC PLANS

M102 SECOND FLOOR HVAC PLANS

M301 ENLARGED PLANS AND SECTIONS

M501 DETAILS

M502 DETAILS AND SCHEMATICS

M601 SCHEDULES

PLUMBING DRAWINGS

P101 FIRST FLOOR PLUMBING PLANS

P102 SECOND FLOOR PLUMBING PLANS

P401 RISER DIAGRAM

P402 RISER DIAGRAM

P601 SCHEDULES

FIRE PROTECTION

FP101 FIRST AND SECOND FLOOR PLANS

FP501 DETAILS AND ENLARGED PLAN

ELECTRICAL DRAWINGS

E001 SYMBOLS ABBREVIATIONS AND GENERAL NOTES

E101 LIGHTING FIRST FLOOR PLAN

E102 LIGHTING SECOND FLOOR PLAN

E103 POWER FIRST FLOOR PLAN

E104 POWER SECOND FLOOR PLAN

E105 FIRE ALARM AND SECURITY FIRST FLOOR PLAN

E106 FIRE ALARM AND SECURITY SECOND FLOOR PLAN

E107 TELECOMMUNICATION FIRST FLOOR PLAN

E108 TELECOMMUNICATION SECOND FLOOR PLAN

E109 SITE PLAN

E110 PHOTOVOLTAIC LAYOUT DESIGN CRITERIA

E501 DIAGRAMS

E601 SCHEDULES

E602 DIAGRAMS AND DETAILS

E603 DIAGRAMS

E604 SCHEDULES

E605 DIAGRAMS

ABI #2

ABI #1

ABI #4

ABI #3

ABI #6

ABI #5

UP UP

UP UP

CHAPTER

USE CLASSIFICATION - NON-SEPARATED, MIXED USE GROUP R-1

SPECIAL USE REQUIREMENTS NONE

ALLOWABLE HEIGHT 4 STORIES, 55 FEET

PROVIDED

ALLOWABLE AREA PER FLOOR

2 STORIES, 32 FEET

16,000 SQUARE FEET

MODIFIED ALLOWABLE AREA PER FLOOR (506.1) 76,000 SQUARE FEET

9,174 SQUARE FEET

17,497 SQUARE FEET

PROVIDED FIRE AREA(S) (LARGEST)

TOTAL (ALL AREAS, ALL FLOORS)

20 FEETAUTOMATIC SPRINKLER HEIGHT INCREASE504.2

N/AMEZZANINE AREA LIMITATION505.2

AUTOMATIC SPRINKLER & FRONTAGE AREA INCREASE506.1 60,000 SQUARE FEET

A(A) = { A(T) + [ A(T) x I(F) ] + [ A(T) x I(S) ] }

{ 16000 + [16000 x 0.750] + [16000 x 2.00] }

FRONTAGE AREA INCREASE, I(F)506.2 75.0 %%%

I(F) = [ F/P - 0.25 ] W/30

[408 / 408 - 0.25] 30 /30

AUTOMATIC SPRINKLER INCREASE, I(S)506.3 200 %%%

INCIDENTAL USE SEPARATION508.2 COVERED BY AUTO

SPRINKLER SYSTEM

FIRE-RESISTANCE RATING REQUIREMENTS FOR BLDG ELEMENTS601

0 HOURSTRUCTURAL FRAME

BEARING WALLS

0 HOUREXTERIOR

0 HOURINTERIOR

NONBEARING WALLS AND PARTITIONS

0 HOUREXTERIOR

0 HOURINTERIOR

0 HOURFLOOR CONSTRUCTION, INCLUDING BEAMS AND JOISTS

ROOF CONSTRUCTION, INCLUDING BEAMS AND JOISTS 0 HOUR

FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED ON SEPARATION602

0 HOURDISTANCE > 30 FEET

CONSTRUCTION TYPE600 II-B

MAXIMUM AREA OF OPENINGS IN RATED EXTERIOR WALLS704.8 NO LIMIT

FIRE WALL RESISTANCE RATINGS705.4 3 HOUR

FIRE BARRIER RESISTANCE RATING706.3.9 2 HOUR

SHAFT ENCLOSURE FIRE RESISTANCE RATINGS707.4 1 HOUR

ELEVATOR LOBBY NOT REQUIRED - LESS THAN THREE STORIES707.14.1

INTERIOR FINISH REQUIREMENTS803.5

EXIT ENCLOSURES AND PASSAGEWAYS CLASS B

CORRIDORS CLASS B

ROOMS AND ENCLOSED SPACES CLASS C

PORTABLE FIRE EXTINGUISHERS PER THE INTERNATIONAL FIRE CODE906.1

MAXIMUM FLOOR AREA PER OCCUPANT (SQUARE FEET)1004.1.1

RESIDENTIAL 200

BUSINESS AREA 100

EXERCISE AREA 50

TOTAL OCCUPANTS 119

EGRESS WIDTH PER OCCUPANT (INCHES) 0.21005.1

119 OCCUPANTS

24REQUIRED WIDTH

72PROVIDED

NONE REQUIRED1007.6.1 AREA OF REFUGE

44 INCHES1009.1 MINIMUM STAIRWAY WIDTH

PROVIDED 48 INCHES

75 FEET1014.3 MAXIMUM COMMON PATH OF EGRESS TRAVEL

250 FEET1016.1 EXIT ACCESS TRAVEL DISTANCE

0.5 HOUR1017.1 CORRIDOR FIRE RESISTANCE RATING

20 FEET1017.3 MAXIMUM DEAD-END CORRIDOR

21019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANTS

119 OCCUPANTSLOAD

2902.1 REQUIRED PLUMBING FIXTURES (PER OCCUPANT)

WATER CLOSETS

MALE AND FEMALE (1 PER SLEEPING UNIT)

PROVIDED 23

LAVATORIES

MALE AND FEMALE (1 PER SLEEPING UNIT)

PROVIDED 23

DRINKING FOUNTAINS NONE REQUIRED

SERVICE SINKS (PER BUILDING, NOT OCCUPANT) 1

PROVIDED 2

APPLICABLE CODE(S): INTERNATIONAL BUILDING CODE, 2006

ADAAG

ICC/ANSI A117.1-2003

BUILDING CODE SUMMARY

1. SEAL TOP OF ALL FIRE RATED WALLS AND ALL PENETRATIONS

THROUGH FIRE RATED WALLS WITH FIRE STOPPING MATERIALS AS

REQUIRED TO MAINTAIN FIRE RATING OF THE WALL.

2. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS AND

CEILINGS WITH FIRE STOPPING MATERIALS OF A RATING EQUAL TO

OR BETTER THAN THE PENETRATED CONSTRUCTION.

36"

36"

72"

36"

36"

'-0

100'-0"

50'-0"

'-8

'-8

ONE-HOUR RATED WALL SYSTEM

TWO-HOUR RATED WALL SYSTEM

THREE-HOUR RATED WALL SYSTEM

FOUR-HOUR RATED WALL SYSTEM

P E

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209 SENATE AVENUE

CAMP HILL, PA 17011

APPROVAL:

PROJECT NUMBER:

DESIGNED: MODELED: CHECKED:

DATE:

DRAWING TITLE:

DRAWING NO.:

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ARCHITECTURAL

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G101

FIRE WALL AND CODE

PLAN

AUGUST 14, 2009

CHBBJOBJO

LKLW959714

R E P L A C E T R O O P T R A

IN

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G Q U A R T E R S

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FIRE PROTECTION NOTES

SCALE: 1/8" = 1'-0"

FIRST FLOOR FIRE WALL PLAN

SCALE: 1/8" = 1'-0"

SECOND FLOOR FIRE WALL PLAN

FIRE WALL LEGEND

N o

D A T E

D E S C R

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APPROVAL:

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CAMP HILL, PA 17011

209 SENATE AVENUE

1 2 3 4 5 6 7

AUGUST 14, 2009

B.E.S. D.B.M. P.S.J.

LKLW959714

GENERAL SITE

INFORMATION PLAN

DRAWING TITLE:

DATE:

PROJECT NUMBER:

APPROVAL:

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CAMP HILL, PA 17011

209 SENATE AVENUE

1 2 3 4 5 6 7

AUGUST 14, 2009

B.E.S. D.B.M. P.S.J.

50’ 0 50’ 100’

1"=50’

DEMOLITION PLAN

LEGEND

W WATER

TELECOM

TREELINE

STORM DRAIN

FENCE

CURB

SIGN

CONTOURS

TREE

C

TO BE REMOVED

LIMIT OF TREE REMOVAL

INLET

POWER POLE

FIRE HYDRANT

MANHOLE

WATER VALVE

LIMIT OF PAVEMENT REMOVAL

EXISTING TREE TO BE REMOVED

EXISTING TREES TO BE REMOVED

STORM DRAIN

O

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A T

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DATE:

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R E

P L

A C

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A R

T E

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3d

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N 89%%d00’47" E - 100.41’

N 02%%d18’28" W - 211.52’

N 87%%d41’32" E - 127.00’

S 87%%d41’32" W - 127.00’

N 402,882.1246 E 2,304,785.3229

N 402,883.8543 E 2,304,885.7214

N 402,848.1116 E 2,304,887.1618

N 402,939.5810 E 2,304,883.4758

N 403,059.4649 E 2,304,878.6447

N 403,064.5786 E 2,305,005.5417

N 402,944.6776 E 2,305,010.3734

CONCRETE

TRANSFORMER PAD

5.49Mx1.52M

[18’x5’]

CONCRETE

DOOR PAD

GATE

OPENER

W/ 2 BOLLARDS

23.45M[77’]R

3.04M

[10’]R

1.52M

[5’]R

6.08M

[20’]R

6.08M

[20’]R

6.08M

[20’]R

6.08M

[20’]R

3.66Mx1.52M

[12’x5’]

CONCRETE

DOOR PAD

GATE ACCESS

CONTROL WITH

2 BOLLARDS

LOCATED IN

ENTRY ISLAND

(SEE DETAIL)

ACCESSIBLE PARKING

SIGNS ON BOLLARDS

(TYP. ALL ACCESSIBLE

SPACES - 4 TOTAL)

(SEE DETAIL C501 FOR

WALK SCORING AT

BOLLARDS)

SAWCUT AND MILL WEARING

COURSE IN QUARTERMASTER

ROAD IN AREA OF NEW DRIVE

CONCRETE

UTILITY PAD

CONCRETE

UTILITY PAD

SOIL BORING

LOCATION (TYP.)

REFER TO SPECIFICATION SECTION 02010 - SUBSURFACE EXPLORATION FOR

SOIL BORING LOGS.

SEE SHEET C104 UTILITY PLAN FOR UTILITY PAD AND TRANSFORMER PAD SIZES.

SEE SHEET C105 LANDSCAPING PLAN FOR PLANTING AND SEEDING AREAS.

COORDINATE FINAL LOCATION OF SLIDING GATE EQUIPMENT AND CONTROLLERS

WITH MANUFACTURER’S SPECIFICATIONS.

SEE SHEET C104 UTILITY PLAN FOR UTILITY AND UTILITY PAD COORDINATES.

EXISTING PROPOSED

FENCE

CURB

SIGN

POWER POLE

LEGEND

BOLLARD

GF-#

SOIL BORING LOCATION

BUILDING COORDINATES

SITE BENCHMARK

GF 1

GF 1 402819.3001 2304809.3236 456.20

GF 2 403387.9462 2304754.0896 421.13

SURVEY CONTROL

GF #

SURVEY CONTROL POINT

1.52M[5’]

CONCRETE WALK

C

B

A

D

N 402,978.1557 E 2,305,148.9825

N 402,933.1942 E 2,305,150.8427

N 402,985.7343 E 2,305,332.1591

N 402,940.7728 E 2,305,334.0193

B D

C A

RAIN GARDEN

15.24M[50’]R

30.48M[100’]R

LAWN

PLANTING AREAPLANTING AREA

ASH URN

(TYP)

TABLE AND CHAIRS (TYP)

BENCH (TYP)

CONCRETE WALK

CENTERLINE TO

ALIGN WITH

BRIDGE CENTERLINE

FOR LAYOUT INFORMATION OF

SEATING AREA SEE SEATING AREA

ENLARGEMENT ON THIS SHEET

CONCRETE WALK

CONCRETE

ALIGN EDGE OF WALK

WITH CORNER OF

SEATING AREA

PLANTING

AREA

1.83Mx3.65M[6’x12’] SMOKING SHELTER ON

2.44Mx4.27M[8’x14’] CONCRETE PAD

SEE SEATING AREA

SECTION FOR WALL

ELEVATIONS

1.52M[5’] WIDE

CONCRETE WALK

CONCRETE STAIRS

(SEE DETAIL)

ALIGN START OF

SEATING AREA WALK

WITH END OF CURVE

SEATING AREA ENLARGEMENT

1"=10’

L OF WALKC

1.82M[6’]

45%%d

1.

2.

3.

4.

5.

NOTES

SIDEWALK L COORDINATESC

BOLLARD LIGHT LOCATIONS TO ALIGN

WITH CENTER OF CONCRETE STAIRS

(TYP. FOR ALL STAIRS)

7.32M

[24’]

STOP SIGN

(R1-1)

SITE BENCHMARK

GF 2

3.04M

[10’]

2.44M[8’]

MAIN ENTRY ENLARGEMENT

1"=10’

SCORING

(TYP)

= EXPANSION JOINT

= EXPANSION JOINT

BUILDING

BENCH

(TYP)

CONCRETE

PLANTING

AREA

PLANTING

AREA

PLANTING

AREA

SCORING

(TYP)

CL

CONCRETE

UTILITY PAD

FOR LAYOUT INFORMATION OF

MAIN ENTRY AREA SEE MAIN

ENTRY ENLARGEMENT ON

THIS SHEET

BASE BID

PARKING AREA AND ENTRY DRIVE TO BE

PAVED WITH SUPERPAVE ASPHALT MIX.

ABI #6

PARKING AREA AND ENTRY DRIVE TO BE

PAVED WITH CONCRETE PAVING. WHITE

PARKING STALL STRIPING TO BE CHANGED

TO YELLOW.

610mm [24"]

WIDE STOP BAR

10.67M[35’]

RAMP

RAMP

PROPOSED

BUILDING

F.F.E.=451.00

24" HDPEP

RAIN

GARDEN

GRADING AND

DRAINAGE PLAN

FOREBAY

BOTTOM ELEV.

EXISTING PROPOSED

SD

TREELINE

STORM DRAIN

FENCE

CURB

SIGN

CONTOURS

TREE

INLET

POWER POLE

FIRE HYDRANT

MANHOLE

WATER VALVE

LEGEND

CLEANOUT

BOLLARD

TOP OF BERM

430.65

30’ 0 30’ 60’

1"=30’

423.00

SEATING AREA ENLARGEMENT

1"=10’

ENTRANCE ENLARGEMENT

1"=10’

RETENTION BASIN

BOTTOM ELEV. 423.00

ROCK FILTER

BERM

N O

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AUGUST 14, 2009

B.E.S. D.B.M. P.S.J.

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UTILITY PLAN

EXISTING PROPOSED

W WATER

TELECOM

SD STORM DRAIN

FENCE

CURB

SIGN

C

INLET

POWER POLE

FIRE HYDRANT

MANHOLE

WATER VALVE

LEGEND

VAULT

CLEANOUT

E ELECTRIC

SANITARY

BOLLARD

30’ 0 30’ 60’

1"=30’

SANITARY SEWER COORDINATESUTILITY PAD COORDINATES

N O

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CHECKED:DESIGNED: CAD:

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CAMP HILL, PA 17011

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AUGUST 14, 2009

B.E.S. D.B.M. P.S.J.

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A R

LANDSCAPING PLAN

EXISTING PROPOSED

TREELINE

FENCE

CURB

SIGN

CONTOURS

TREE

POWER POLE

LEGEND

BOLLARD

(1)NS

(1)CC

(1)AC

(6)AE

(2)AE

(1)AE

(1)AR

(1)AS

(1)AC

(3)JV

(4)CO

(1)AE

(4)IV

(1)BN

(1)TA(1)FP

(1)CP

(1)CF

(1)JV

(1)QR

(4)VC(1)BN

(5)AM

(1)AC

(1)AM

(2)IV

(2)AE

(2)VC

(1)CP

(1)JV

(1)CF

(1)CC

(3)AM

(1)AR

(4)IV

(1)PS

(6)CO

(1)PR

(1)PS

(1)QR

(1)AS

(1)TA

(1)AR

(13)JC

(13)JC

(13)JC

(13)JC

(14)JC

BOULDER (TYP)

(4)JC

(1)FP

(7)TB

(1)JC

(1)BT

1-(7)CA

2-(6)RF

3-(7)EP

(1)QR

(2)JC

(1)TA

(3)BT

1-(5)CA

2-(5)RF

3-(5)EP

(2)TB

(1)AC

1-(4)CA

2-(4)RF

3-(3)EP

(3)BT

(2)JC

(1)JC

(2)CC

DAFFODIL VARIETIES

MIXED THROUGHOUT

2:1 SLOPE

(1100)LS

(500)NC

(500)NE

(500)NY

(500)NW (1)CP

BOULDER (TYP)

(5)JC

(1)QR

(5)TB

(1)BT

(1)AS

(4)JC

(5)BT

1-(7)CA

2-(6)RF

3-(6)EP

1-(5)CA

2-(5)RF

3-(3)EP

1-(6)CA

2-(6)RF

3-(5)EP

1-(5)CA

2-(5)RF

3-(4)EP

(3)BT

(1)TB

1-(4)CA

2-(3)RF

3-(4)EP

(3)JC

1-(5)CA

2-(4)RF

3-(4)EP

(2)TB

1-(4)CA

2-(4)RF

3-(4)EP

(2)BT

(3)JC

(2)BT

(13)CL (5)VA(1)FP (17)SS (1)FP (7)AM (14)SS (4)VA (1)FP (2)JC

(1)JC

(11)CL

(1)TB

(2)TB

(7)KL

(5)KL

(4)KL

(5)KL

(4)TB

(3)TB(2)TB

(1)BP

(1)FP

(9)CL

(2)VA(6)AM(11)SS

(4)VA(1)FP

(4)AM

(8)SS(3)VA

(1)FP

(10)CL

(1)AR

(4)CC

(12)TB

(5)SP

(3)PF

(2)BT

(1)BT

(10)TB

(5)JC

(1)FP

(1)AS

(1)AS

(1)AS

(1)FP

(1)CP

(1)CP

(1)AR

(1)AR

(1)AR

(1)AC

(1)AC

(1)PR

(1)JV

(2)PR

(2)JV

(2)JV

(1)PR

(1)CF

(1)CF

(1)CC

(1)CC

(1)CC

(1)QR

(1)QR

(1)CF

(1)PS

(1)PS

(1)PF

(10)JC

(3)BT

(2)JC

10’ 20’10’05’

1"=10’

10’ 20’10’05’

1"=10’

10’ 20’10’05’

1"=10’

10’ 20’10’05’

1"=10’

(8)JH

(5)JH

LAWN

LAWN

RED STONE

TAN STONE

TAN STONE

(14)JH

(1)BP

RED STONE

(160)SB

(160)CRV

(160)CRW

(40)SB

(40)CRV

(40)CRW

TAN STONE

RED STONE

TAN STONE

(8)JH

(5)JHLAWN

LAWN

(160)SB

(160)CRV

(160)CRW

(40)SB

(40)CRV

(40)CRW

(14)JH

(40)SB

(40)CRV

(40)CRW

(40)SB

(40)CRV

(40)CRW

(70)SB

(70)CRV

(70)CRW

(220)SK

(220)CRP

(220)CRY

(13)JH

(90)SK

(90)CRP

(90)CRY

(90)SK

(90)CRP

(90)CRY

METAL EDGING

BUILDING PLANTING ENLARGEMENT

BOULDER

(TYP.)

METAL EDGING

METAL EDGING

METAL EDGING

(1)BP

METAL EDGING

RED STONE

METAL EDGINGTAN STONE

PLANTING ENLARGEMENT A

FOR PLANTINGS IN THIS AREA

SEE PLANTING ENLARGEMENT A

THIS SHEET.

FOR PLANTINGS IN THIS AREA SEE SEATING

AREA/RAIN GARDEN PLANTING ENLARGEMENT

THIS SHEET. FOR PLANTINGS IN THIS AREA SEE

BUILDING PLANTING ENLARGEMENT

THIS SHEET.

FOR PLANTINGS IN THIS AREA SEE

ENTRY PLANTING ENLARGEMENT

THIS SHEET.

SEATING AREA/RAIN GARDEN PLANTING ENLARGEMENT

ENTRY PLANTING ENLARGEMENT

PLANTINGS SHOWN ON THIS SIDE

OF ENTRY DRIVE ARE TO BE

MIRRORED ON OPPOSITE SIDE

BOULDER WALL

(TYP.)

BOULDER WALL

(TYP.)

(1)BP

(1)BP

(1)BP

(2)BT

(4)JC

1-(4)CA

2-(3)RF

3-(2)EP

AE

ALNUS SERRULATA/

SMOOTH ADLER

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

ABI #4

CONTRACTOR TO INSTALL ONLY DECIDUOUS TREES, ORNAMENTAL TREES AND EVERGREEN TREES

AREAS SHOWN AS PLANTING BEDS TO BE SEEDED WITH SEED MIX #1.

CONTRACTOR TO INSTALL ALL PLANTINGS.

1.

2.

1.

ALL PLANTS WITHIN 10 METERS [33’] OF THE BUILDING SHALL BE

NO HIGHER THAN 152mm [6"] BASED ON ATFP STANDARDS.

EDGE OF MULCH BED

(1)JC

(1)TB

EDGE OF MULCH BED

EDGE OF MULCH BED

EDGE OF MULCH BED

EDGE OF MULCH BEDEDGE OF MULCH BED

11’R

7.5’R

14’R

14’R

18’R 18’R

1 1

1-(6)CA

2-(6)RF

3-(5)EP

3 12

12’R

9’R 12’R

9’R

13’R

13’R

17’R

20’R

17’R

20’R

11’R

7.5’R

11’R 11’R

33’R

30’R

38’R

(1)BT

(8)CX

(10)CX

(6)CX

3’

3’

3’3’3’

3’

3’

3’

RED STONE SEMI-CIRCLES ARE

CENTERED ON BUILDING FACE

OR RECESS. (TYPICAL)

ABI #4

ABI #4

(1)JV

(2)IV

(1)VC

(4)IV

(2)IV

(1)JV

(1)KL

(1)JV

(1)IV

(1)KL

(2)VC

(1)VC

*** NOTE: ***

PROVIDE A MINIMUM .91M [3’]

WIDE STRIP OF SEED MIX #1

ALONG SIDES OF WALK TO

BRIDGE, ALONG PARKING AREA,

AND AT ACCESS TO AND

AROUND THE PROPANE TANK

AREA.

*** NOTE: ***

PROVIDE A MINIMUM .91M [3’]

WIDE STRIP OF SEED MIX #1

ALONG SIDES OF WALK TO

BRIDGE, ALONG PARKING AREA,

AND AT ACCESS TO AND

AROUND THE PROPANE TANK

AREA.

EROSION AND

SEDIMENTATION

CONTROL PLAN

PROPOSED

BUILDING

RETENTION BASIN

EXISTING PROPOSED

W WATER

TELECOM

SD

TREELINE

STORM DRAIN

FENCE

CURB

SIGN

CONTOURS

TREE

C

INLET

POWER POLE

FIRE HYDRANT

MANHOLE

WATER VALVE

LEGEND

VAULT

CLEANOUT

E ELECTRIC

SANITARY

BOLLARD

30’ 0 30’ 60’

1"=30’

PROJECT

SITE

SCALE: 1" = 2000’

LOCATION MAP

U.S.G.S. QUADRANGLE: INDIANTOWN GAP, PA

EROSION AND SEDIMENT CONTROL LIABILITY STATEMENT

FAILURE TO CORRECTLY INSTALL SEDIMENT CONTROL FACILITIES OR FAILURE TO PREVENT SEDIMENT LADEN

RUNOFF FROM LEAVING THE CONSTRUCTION SITE OR FAILURE TO TAKE CORRECTIVE ACTIONS TO IMMEDIATELY

RESOLVE FAILURES OF SEDIMENT CONTROL FACILITIES MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL

PENALTIES BEING INSTITUTED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS DEFINED

SECTION 602 OF THE CLEAN STREAMS LAW OF PENNSYLVANIA. THE CLEAN STREAMS LAW PROVIDES FOR UP TO

$10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000

IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

NOTES

PLACE TRM 450 ON ALL SLOPES 2:1 OR GREATER.

MINIMIZE COMPACTION OF SOIL IN THE RETENTION BASIN AND THE RAIN GARDEN. IF SOILS

ARE COMPACTED, TILL THE BOTTOMS OF THE PONDS TO LOOSEN THE SOIL TO

PROMOTE INFILTRATION PRIOR TO SEEDING.

IF SOIL ACCUMULATES IN THE RETENTION BASIN AND THE RAIN GARDEN, REMOVE ACCUMULATED

SEDIMENT TO RESTORE BASIN VOLUMES.

ALL ELEVATIONS DEPICTED HEREON ARE IN IMPERIAL UNITS. TO CONVERT FEET IN

IMPERIAL UNITS TO METERS IN METRIC UNITS MULTIPLY BY .3048.

SEE SHEET C503 FOR EROSION CONTROL DETAILS.

SEE SHEET C801 FOR EROSION CONTROL SEQUENCE AND NOTES.

A PREPAREDNESS PREVENTION AND CONTINGENCY (PPC) PLAN MUST BE DEVELOPED

AND IMPLEMENTED BY THE OPERATOR OF THE SITE FOR ANY CHEMICALS, SOLVENTS,

OR OTHER WASTE OR MATERIALS THAT ARE SORTED ON THE SITE AND CREATE THE

POTENTIAL TO CAUSE ACCIDENTAL POLLUTION DURING THE EARTH DISTURBANCE ACTIVITIES.

1.

2.

3.

4.

5.

6.

7.

SOILS LEGEND

ROCK FILTER

BERM

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PROFILES

C301

STORM PROFILE HW-5 TO EW-8

415 415

420 420

HORZ: 1"=50’

VERT: 1"=5’

425 425

STORM PROFILE HW-4 TO EW-2

450 450

455 455

HORZ: 1"=50’

VERT: 1"=5’

460 460

430 430

425 425

420 420

STORM PROFILE CB-4 TO CB-1

450 450

455 455

HORZ: 1"=50’

VERT: 1"=5’

460 460

STORM PROFILE HW-1 TO EW-1

430 430

435 435

HORZ: 1"=50’

VERT: 1"=5’

440 440

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

PROPOSED GRADE

465465

470470

610mm[24"] 84’ @ 7.68%

381mm[15"] 54’

457mm[18"] 119’ @ 3.36%

430 430

435 435

TELECOMM DUCTBANK

HORZ: 1"=50’

VERT: 1"=5’

PROPOSED GRADE

490490

457mm[18"] 61’ @ 1.39%

610mm[24"] 27’ @ 4.26%

610mm[24"] 24’ @ 14.58%%%

610mm[24"] 18’ @ 5.56%

TOP OF BERM

430.65

457mm[18"] 40.6’ @ 12.3%

INV.

440.88

INV.

440.88

INV.

443.50 INV.

443.50

INV.

449.86

INV.

457.50

INV.

480.30

INV.

475.80

INV.

475.80

STORM PROFILE EXTENSION OF EXISTING 381mm[15"]

450 450

455 455

HORZ: 1"=50’

VERT: 1"=5’

460 460

STORM PROFILE CB-6 TO EW-7

455 455

460 460

HORZ: 1"=50’

VERT: 1"=5’

465 465

EXISTING 381mm[15"] CMP 44’ @ 1.14%

PROPOSED 381mm[15"] HDPEP 6’ @ 1.16%

457mm[18"] 76’ @ 0.53%

457mm[18"] 40’ @ 0.50%

PROPOSED GRADE

STORM PROFILE HW-3 TO EW-6

HORZ: 1"=50’

VERT: 1"=5’

457mm[18"] 45’ @ 0.67%

PROPOSED GRADE

ALL ELEVATIONS DEPICTED HEREON ARE IN IMPERIAL

UNITS. TO CONVERT FEET IN IMPERIAL UNITS TO METERS

IN METRIC UNITS MULTIPLY BY 0.3048.

NOTE

224.39M [736’] - (4) 102mm[4"] PVC CONDUITS

INSTALL 30F SNOUT

OVER 24" OUTLET PIPE

IN CB-1

@ 2.04%

430 430

INSTALL 30F SNOUT

OVER 24" OUTLET PIPE

IN CB-1

EMERGENCY SPILLWAY

429.20

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SANITARY SEWER PROFILE PROPOSED BUILDING TO EXISTING

450 450

455 455

HORZ: 1"=50’

VERT: 1"=5’

460 460

430 430

425 425

420 420

C302

PROFILES

415 415

410 410

405 405

PROPOSED GRADE

450 450

455 455

460 460

152mm[6"] WATER PROFILE

HORZ: 1"=50’

VERT: 1"=5’

PROPOSED GRADE

465 465

PROPOSED GRADE

INV.

444.42

INV.

416.16

INV.

415.96

203mm[8"] PVC

48’ @ 2.96%%%

INV.

445.50

INV.

442.25442.00

INV.

10.97M[36’] 152mm[6"] DI WATER

305mm[12"] DI WATER PROFILE

465 465

470 470

475 475

445 445

440 440

435 435

HORZ: 1"=50’

VERT: 1"=5’

480 480

PROPOSED GRADE

485 485

FUTURE GRADE

442.00

INV.

442.00

INV.

449.65

INV.

470.00

INV.

123.48M[405’] - 305mm DI

CONCRETE

ENCASED

10’ (TYP.)

ALL ELEVATIONS DEPICTED HEREON ARE IN IMPERIAL

UNITS. TO CONVERT FEET IN IMPERIAL UNITS TO METERS

IN METRIC UNITS MULTIPLY BY 0.3048.

NOTE

CONNECTOR TRUSS BRIDGE SECTION

BRIDGE FOUNDATION

3% SLOPE

CONCRETE WALK

4.6% SLOPE

422.50

HORZ: 1"=10’

VERT: 1"=5’

435 435

BRIDGE FOUNDATION

CONCRETE WALK

0.5% SLOPE

428.00

431.00

425.50

(EACH SIDE OF CROSSING)

450 450

455 455

460 460

152mm[6"] WATER PROFILE

HORZ: 1"=50’

VERT: 1"=5’

465 465

470 470

33.4M[109.6’] 152mm[6"] DI WATER

PROPOSED GRADE

INV.

442.66

INV.

443.33 INV.

442.41

30.48M [100’] LONG CONNECTOR TRUSS BRIDGE

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PROFILES

ELECTRIC DUCTBANK PROFILE

450 450

455 455

HORZ: 1"=50’

VERT: 1"=5’

460 460

430 430

425 425

PROPOSED GRADE

ELECTRIC DUCTBANK PROFILE

450 450

455 455

HORZ: 1"=50’

VERT: 1"=5’

460 460

430 430

425 425

PROPOSED GRADE

465 465

470 470

465 465

470 470

217.02M[712’] - (2) 102mm[4"]

CONCRETE ENCASED PVC CONDUITS

INV.

446.50

INV.

446.00

INV.

446.50

INV.

445.20

INV.

443.80

INV.

446.30

INV.

442.50

INV.

442.50

12.49M[41’] - (6) 102mm[4"]

CONCRETE ENCASED PVC CONDUITS

INV.

444.00

INV.

445.00

INV.

447.20

INV.

448.50

INV.

443.80

INV.

444.50

113.4M[372’] - (2) 25.5mm[1"]

CONCRETE ENCASED PVC CONDUIT

INV.

444.00

99.6M[326.8’] - (1) 25.5mm[1"]

CONCRETE ENCASED PVC CONDUIT

COMBINED COMMUNICATION / ELECTRIC ELECTRIC

ALL ELEVATIONS DEPICTED HEREON ARE IN IMPERIAL

UNITS. TO CONVERT FEET IN IMPERIAL UNITS TO METERS

IN METRIC UNITS MULTIPLY BY 0.3048.

NOTE

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P r o je c ts

R

C W

\N a tG u a r d \F tI n d G a p \4

T r o o p C a m p \4

T y p e B

B id

S e t\ f ig tc d e ta il .d w g

D A

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J u l-

:3

DETAILS

C501

FINISHED GRADE

NO SCALE

CONCRETE CURB DETAIL

CLASS "A"

CONCRETE

PAVEMENT

STRUCTURE

SEAL CURB IN A

NEAT AND UNIFORM

MANNER WITH AC-20

FOR 305mm[12"]

AWAY FROM CURB

TO PROVIDE A

WATERTIGHT JOINT

ALONG THE CURB

19mm[3/4"]

RADIUS

102mm[4"] 2A AGGREGATE

COMPACTED OR UNDISTURBED SUBGRADE

6 x 6, W2.0 x W2.0 WWF

NO SCALE

SIDEWALK DETAIL

102mm[4"] 4000 PSI CONCRETE WITH 6% A.E.

1. PROVIDE CONTROL JOINTS

AT 6096mm[20’] MAX. SPACING

5mm[3/16"] X 51[2"].

2. DOWEL NEW CURBS TO

EXISTING CURBS WITH (2)

19mm[3/4"] X 203mm[8"] RODS.

1. EXPANSION JOINT SPACING SHALL NOT EXCEED 9144mm[30’].

2. CONTROL JOINT SPACING SHALL NOT EXCEED 1524mm[5’].

152mm[6"] 2A AGGREGATE

COMPACTED OR UNDISTURBED SUBGRADE

NO SCALE

UTILITY PAD/SMOKING SHELTER PAD

152mm[6"] 4000 PSI CONCRETE WITH 6%%% A.E.

1. APPLY CURB END TRANSITION AT END OF CURB LOCATIONS.

NOTE:

FULL HEIGHT

CURBING

CONTROL

JOINT

1524mm[5’] MIN.

m m

] FINISHED

GRADE

CURB END TRANSITION

NO SCALE

203mm[8"] 2A AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

NO SCALE

QUARTERMASTER ROAD

PAVING DETAIL

203mm

[8"]

178mm

[7"]

25mm

[1"]

6mm

[1/4"] RADIUS

m m m m

51mm

[2"]

DECIDUOUS TREE PLANTING

X

1/2 X 1/2 X

PREPARE TOPSOIL IN

76mm[3"] LIFTS

1/2 PREPARED TOPSOIL

MIXED WITH 1/2 SUBSOIL

1. TOP OF ROOTBALL TO BE SET 76mm

[3"] ABOVE FINISHED GRADE.

2. NEVER CUT LEADER. NEVER CUT FLUSH.

ALWAYS PRUNE TO A BRANCH COLLAR.

3. RETAIN NATURAL CHARACTER OF TREE.

4. REMOVE GUY WIRES & STAKES AFTER

1 YEAR GUARANTEE.

#12 GAUGE GALVANIZED

WIRE GUYS W/ HOSE

GUARD WHERE WIRES ARE

IN CONTACT WITH TREE

51mm x 51mm[2" x 2"]

STAKES (3 PER TREE)

76mm[3"] MULCH

76mm[3"] LIP OF SOIL TO

FORM SAUCER

CUT & REMOVE BURLAP

FROM TOP OF BALL

m m

M

I N

FINISHED

GRADE

m m

NOTES:

NOTES:

NOTES:

VAN ACCESSIBLESTANDARD

ACCESSIBLE SPACES

PAINT STRIPING DETAIL

102mm[4"]

SOLID BLUE

LINE (TYPICAL)

ACCESSIBLE PARKING SIGN

(MEET ADA REQUIREMENTS)

PADOT R7-8 ON PERMANENT

BOLLARD

VAN ACCESSIBLE

PARKING SIGN (MEET

ADA REQUIREMENTS)

PADOT R7-8 &

PADOT R7-8A

152mm[6"]

SOLID BLUE

LINE (TYPICAL)

NO SCALE

VAN ACCESSIBLE SIGN

MOUNTED BELOW

PARKING SIGN AT VAN

ACCESSIBLE SPACE

m m

[2 C /C

2438mm

[8’-0"]

1524mm

[5’-0"]

2438mm

[8’-0"]

2438mm

[8’-0"]

2438mm

[8’-0"]

DEPRESSED SIDEWALK

#5 @ 305mm[12"] O.C.E.W.51mm

[2"]

NO SCALE

EXISTING BITUMINOUS

PAVING

PROPOSED BITUMINOUS PAVING

SAW-CUT

STRAIGHT EDGE

305mm

[12"]

AC-20 JOINT SEALANT

305mm [12"] WIDE

NO SCALE

NEW TO EXISTING BITUMINOUS

PAVING CONNECTION

PLACE TACK COAT ALONG

LOWER PORTION OF CURB

PRIOR TO PLACING PAVEMENT

B U

IL

D

IN

G

FF

NO SCALE

CONCRETE PAD AT EXTERIOR DOOR

6mm [1/4"] MIN.

102mm [4"]

SMOOTH DOWEL CONCRETE

PAD TO BUILDING FOUNDATION

(SEE ARCHITECTURAL

DRAWINGS)

2% SLOPE

SEE NOTE ON C102

REGARDING PAD SIZE

51mm[2"] 6 x 6, W2.0 x W2.0 WWF

PAVEMENT CONSTRUCTION

AS REQUIRED

m m

M

I N

LAWN RESTORATION

UTILITY

m m

UNDISTURBED EARTH

OR ROCK SUBGRADE

( OD + 610mm[24"] )

TRENCH WIDTH

PIPE BEDDING

(AASHTO #8)

TRENCH BOTTOM TO BE

FREE OF WATER BEFORE

PLACING BEDDING

AASHTO NO. 57 BACKFILL

IN PUBLIC RIGHT-OF-WAY

AND IN PAVEMENT AREAS

SUITABLE BACKFILL

MATERIAL FOR ON

SITE PLACED PER

PENNDOT PUB. 408

UTILITY TRENCH DETAIL

152mm [6"]

TOPSOIL

(MINIMUM)

METALLIC

IDENTIFICATION

TAPE (SEE

SPECIFICATION

FOR DEPTH)

(SEE NOTE 2)

T A

M P

I N m m

L A

Y E

R S

T A

M P

I N m m

L A

Y E

R S

NOTES:

1. IN EXISTING PAVEMENT, SAWCUT AND SEAL WITH AC-20.

2. USE TAPE WITH ALL UTILITIES.

3. WITHIN R/W AND PAVEMENT AREAS, COMPACTION SHALL NOT

BE LESS THAN 90% MAX. DENSITY AT OPTIMUM MOISTURE

CONTENT PER AASHTO T-99, USING 5.5 LB. RAMMER AND

305mm[12"] DROP. FIELD DENSITY SHALL BE DETERMINED

PER AASHTO T-191 STANDARD METHOD OF TEST FOR DENSITY

OF SOIL IN PLACE BY THE SAND CONE METHOD.

NO SCALE

m m

M

IN

TYPICAL TRENCH DETAIL FOR STORM PIPE

UNDER OPEN AREAS AND ROADWAYS

LAWN AREAS EXISTING PAVING OR

PROPOSED ROADWAYS

PAVEMENT REPLACEMENT

(SEE BITUMINOUS PAVING

DETAILS AND SITE PLAN FOR

TYPE AND CROSS SECTION)

TOPSOIL

AS REQUIRED

SUITABLE BACKFILL

MATERIAL TO BE PLACED

IN NO MORE THAN 203mm

[8"] LIFTS AND COMPACTED

TO 95% OF STANDARD

PROCTOR VALUE.

TRENCH SIDES MAY BE

SLOPED PROVIDING MAXIMUM

WIDTH OF W IS MAINTAINED

AT A POINT 302mm[12"]

ABOVE PIPE.

2A AGGR. BACKFILL

305mm

[1’] MIN.

ID

152mm

[6"]

PIPE

W

NO SCALE

BITUMINOUS TACK COAT

EXISTING PAVEMENT

SURFACE

CONTROL JOINT

SAWCUT 50mm [2"] DEEP

5mm [3/16"] WIDE

ENTRANCE DRIVE TYPICAL SECTION

NO SCALE

SEE BITUMINOUS PAVING DETAIL AND CONCRETE CURB DETAIL THIS SHEET.

10.05M[33’]

4.27M[14’] 4.27M[14’]

38mm[1 1/2"] WEARING COURSE

76mm[3"] BCBC

152mm[6"] 2A AGGREGATE

NOTE:

2% SLOPE

2% SLOPE

1.52M[5’]

NO SCALE

BOULDER RETAINING WALL DETAIL

BURY 1/2 OF

LOWEST BOULDER

WASHED AGGREGATE

WRAPPED IN

GEOTEXTILE FABRIC

ROCK BOULDER (MAX.

SIZE 12 CUBIC FEET)

SHRUB PLANTING

ROOTBALL. IF PLASTIC WRAP,

UNDISTURBED SUBGRADE

PLACE ROOTBALL ON

REMOVE COMPLETELY

SURROUNDING FINISHED GRADE

SLIGHTLY HIGHER THAN

TOP OF BALL SHALL BE

FROM UPPER 1/3 OF

CUT AND REMOVE BURLAP

PLANTING BACKFILL MIX

3’’ MULCH, SETTLED DEPTH

V A

R

IE

S

2(A)

A

NO SCALE

EARTH SAUCER (IF NOT IN PLANT BED)

WHERE WIRE GUYS ARE

IN CONTACT WITH TREE

#12 GAUGE GALVANIZED

3" MULCH

TOP OF ROOTBALL TO

BE SET 3" ABOVE

FINISHED GRADE

CUT & REMOVE BURLAP

FROM TOP OF BALL

FORM SAUCER

2" x 2" x 72" STAKES -

EVERGREEN PLANTING DETAIL

4’

2’

NO SCALE

3" LIP OF SOIL TO

PLANTING MIX PER SPEC.

WIRE GUYS - W/ HOSE GUARD

X

1/2 X 1/2 X

3 PER TREE

FINISH GRADE - PREPARE

TOPSOIL IN 3" LIFTS

3. ALL SIDEWALKS TO HAVE 2% CROSS SLOPE.

TO DIRECTION OF PEDESTRIAN TRAFFIC.

102mm [4"] m m m m

102mm [4"] m m

2A AGGREGATE

COMPACTED

SUBGRADE BRIDGE

FOUNDATION

BRIDGE

CONCRETE WALK FLUSH

WITH BRIDGE DECK

4000 PSI CONCRETE

SEATING AREA SECTION

NO SCALE

NO SCALE

CONCRETE WALK/BRIDGE CONNECTION

203mm [8"]

BRIDGE DECK

13mm[1/2"]

EXPANSION JOINT

NO SCALE

RETENTION BASIN

CONCRETE

SEATING AREA

TOP WALL

457mm

[18"]

356mm

[14"]

CORE DRILL & GROUT

RAILING INTO STEPS

TS

BS

SECTION

38mm [1 1/2"]

DIAMETER ALUMINUM

HANDRAIL

+ TS

+ BS

EXPANSION JOINT

PLAN

CONCRETE

WALK

1829mm [6’]

RAILING

(UNLESS NOTED

OTHERWISE)

CONCRETE

SIDEWALK

OR PAVERS

305mm

[12"] m

[1

#4 BAR

(TYP.)

13mm [1/2"] EXP JT

[4 m m

[3

76mm

[3"]

152mm

[6"] m m [8

152mm

[6"]

[6

] 13mm [1/2"]

EXPANSION JOINT

[4

CONCRETE

SIDEWALK

COMPACTED

SUBGRADE

#5@ 305mm

[12"]

305mm [12"] 2A AGGREGATE

25mm

[1"]

TREAD

356mm [14"]

R

IS

E

R m m

13mm [1/2"] RADIUS

76mm

[3"]

76mm

[3"]

152mm

[6"]

COMPACTED

SUBGRADE

BOTTOM WALL

BOULDER WALL

EXPANSION JOINT

305mm

[12"]

76mm

[3"]

BARRIER/SEATING BOULDER

WALK

BOULDER SIZE

8 CU. FT.-12 CU. FT.

SECTION

m m m m m m m m

FLATEST FACE OF

BOULDER PLACED

ADJACENT TO WALK

DECORATIVE STONE/METAL EDGING

m m

FINISHED GRADE

DECORATIVE STONE

(SEE LANDSCAPE

PLAN FOR COLOR

LOCATIONS)

METAL EDGING

WITH ANCHOR SPIKES

GEOTEXTILE FABRIC/

WEED BARRIER

COMPACTED

SUBGRADE

NO SCALE

PLAN

WALK

NO SCALE

WRAP FABRIC UP

ADJACENT EDGING

OR STRUCTURE

TREAD DETAIL

NO SCALE

CONCRETE STAIR DETAIL

NO SCALE

2A AGGREGATE

WRAPPED IN

GEOTEXTILE

SEATING AREA

452.80

454.30

449.00

152mm[6"] 2A AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

NO SCALE

CONCRETE PAVING DETAIL (ABI# 6)

152mm[6"] 4000 PSI CONCRETE

#5 BARS 305mm[12"] 0.C.E.W

152mm

[6"]

152mm

[6"]

SUPERPAVE ASPHALT MIXTURE DESIGN,

9.5mm MIX, HMA WEARING COURSE, .3 TO 3

MILLION ESALS, 38mm [1 1/2"] DEPTH, SRL-H

SUPERPAVE ASPHALT MIXTURE DESIGN,

25mm MIX, HMA BASE COURSE, 0 TO .3

MILLION ESALS, 114mm [4 1/2 "] DEPTH

152mm[6"] 2A AGGREGATE

COMPACTED OR

UNDISTURBED SUBGRADE

NO SCALE

BITUMINOUS PAVING DETAIL

SUPERPAVE ASPHALT MIXTURE DESIGN,

9.5mm MIX, HMA WEARING COURSE, 0 TO .3

MILLION ESALS, 38mm [1 1

"] DEPTH, SRL-L

SUPERPAVE ASPHALT MIXTURE DESIGN,

25mm MIX, HMA BASE COURSE, 0 TO .3

MILLION ESALS, 102mm [4"] DEPTH

PROVIDE 610mm x 610mm

[2’x2’] ISOLATION PAD FOR

SIGN BOLLARDS

SCORING

EXPANSION

JOINT (TYP)

CURB

4. ALL SIDEWALKS TO HAVE LIGHT BROOM FINISH PERPENDICULAR

5. CONSTRUCT IN ACCORDANCE WITH PENNDOT 408 SPECIFICATIONS.

13mm [1/2"] RADIUS

D

A T

E

CHECKED:DESIGNED: CAD:

D E

S C

R

IP

T

IO

N

R E

V

IS

IO

N

S

DRAWING NO.:

DRAWING TITLE:

DATE:

PROJECT NUMBER:

APPROVAL:

A

2 3 4 5 6 7

B

C

D

F

E

CAMP HILL, PA 17011

209 SENATE AVENUE

1 2 3 4 5 6 7

AUGUST 14, 2009

B.E.S. D.B.M. P.S.J.

R E

P L

A C

E T

R O

O P

T R

A

IN

IN

G

Q U

A R

T E

R S

3d

R E

G

IO

N A

L S

U

PP

O R

T G

R O

U P, F O

R T

IN

D

IA

N

T O

W N

G A

P, A

N N

V

IL

L E

, P E

N N

SY

L

V A

N

IA

P E

N N

S Y

L V

A N

IA

A

IR

N

A T

IO

N

A L

G U

A R

DETAILS

C502

NOTE: ALL DIMENSIONS ARE NOMINAL

PE THREADED ROD

W/WING NUTS AND SPACERS

SEE NOTE

FRONT VIEWTOP VIEW RIGHT SIDE VIEW

NOTE: PE THREADED ROD W/WING NUTS PROVIDED FOR END SECTIONS

305mm-610mm[12"-24"]. 762mm & 914mm[30" & 36"] END

SECTIONS REQUIRE TWO (2) THREADED RODS FOR ASSEMBLE.

FLARED END SECTION

B

L

WA A

H

PLAN

ELEVATION

MANHOLE FRAME AND COVER NOTES

1. ’SEWER’, ’ELECTRIC’, OR ’COMMUNICATIONS’

AS APPLICABLE. ALL OTHERS SHALL

HAVE NO LETTERING.

STANDARD MANHOLE FRAME AND COVER

152mm[6"]

392mm[15 7/16"]

356mm[14"]

A

A

30mm

[1 3/16"]

35mm

[1 3/8"]

SECTION A-A

PLASTIC MANHOLE STEP

COPOLYMER POLYPROPYLENE

LC LC

SECTION B-BSECTION A-A

TYPE "M" PRECAST CONCRETE TOP UNIT

PLAN

CONTROL POINT

STANDARD

PENNDOT GRATE

(BICYCLE SAFE)

ADDITIONAL CONCRETE

TO SHAPE THE BOTTOM

2743mm

[9’-0"]

MAX.

HEIGHT

A A

B

B

PRECAST INLET BOX

SECTION B-BSECTION A-A

PLAN VIEW

NO SCALE

1. ALL STORMWATER STRUCTURES SHALL BE IN ACCORDANCE WITH PADOT STANDARD DETAILS

914mm

[36"]%%c MAX.

610mm

[24"]%%c MAX.

152mm

[6"]

TYP.

152mm

[6"]

1149mm

[45 1/4"]

152mm

[6"]

102mm[4"] MIN.

152mm

[6"] MIN.

152mm

[6"]

610mm[24"] 152mm

[6"] 102mm

[4"] MIN.

152mm

[6"] MIN.

1226mm

[48 1/4"]

1454mm

[57 1/4"]

64mm

[2 1/2"]

38mm

[1 1/2"]

38mm

[1 1/2"]

152mm

[6"]

610mm

[24"]

152mm

[6"]

152mm

[6"]

1149mm

[45 1/4"]

152mm

[6"]

FRAME BOLT HOLE 25mm[1"]

DIA. CORED HOLE 2 REQ’D -

EQUALLY SPACED ON 813mm

[32"] DIA. BOLT CIRCLE

COVER PICK HOLE 2 REQ’D

- EQUALLY SPACED

51mm[2"]

RAISED LETTERS

SEE NOTE 1

FLUSH COVER WITH

RECESSED PATTERN

TAPER RIBS

660mm[2’-2"]

DIAMETER MINIMUM

610mm[2’-0"]

DIAMETER MINIMUM

889mm[2’-11"] DIAMETER - MIN.

1016mm[3’-4"] DIAMETER - MAX.

152mm[6"] MINIMUM

229mm[9"] MAXIMUM

13mm[1/2"] MINIMUM

13mm[1/2"]

GRADE 60

STEEL

REINFORCEMENT

NO SCALENO SCALE

NO SCALE

ECCENTRIC RISER

SECTION (SHOWN

ROTATED 90 FOR

CLARITY)

#5 @ 305mm[12"]

(E.W.) TOP & BOTTOM

COVER ELEVATION W/

MAX. OF THREE BRICK

COURSES OR TWO

CONCENTRIC GRADE RINGS

STANDARD MANHOLE DETAIL

NO SCALE

PLAN

TYPICAL TOP

TYPICAL SECTION

NEENAH R-1733

MANHOLE FRAME & COVER

UNDISTURBED

EARTH

CAST IN PLACE

CONCRETE BASE

FORM FLOW

CHANNEL W/

FILL CONCRETE

MANHOLE STEPS

MANHOLE FRAME & COVER

SEE PLANS FOR

PIPE LOCATIONS

PRECAST REINFORCED

CONCRETE MANHOLE

PRECAST REINFORCED

CONCRETE MANHOLE

DIA.

PIPE

(SEE UTILITY

PROFILES FOR

SIZE)

152mm

[6"] MIN.

152mm[6"] TYP.

PIPE

(SEE UTILITY

PROFILES FOR

SIZE)

NO SCALE

SANITARY SEWER CONCRETE ENCASEMENT

SANITARY PIPE

152mm[6"]

27579 Kpa [4000 PSI]

CONCRETE ENCASEMENT

NO SCALE

152mm[6"]

152mm[6"]

152mm[6"]

PLAN VIEW

LC LC

LC

NEENAH R-3573

(GRATE ONLY)

TOP ELEVATION GIVEN ON PLAN

IS AT EXTENDED GUTTER LINE.

EXTENDED

GUTTER

LINE

CURB INLET TOP

(PRECAST)

SECTION B

SECTION A

NOTE

CONTROL

POINT

EXTENDED

GUTTER

LINE

AA

B

B

1226mm

[48 1/4"]

1454mm

[57 1/4"]

203mm

[8"]

800mm

[31 1/2"]

25mm

[1"]

38mm

[1 1/2"]

R=25mm

[1"]

38mm

[1 1/2"]

270mm

[10 5/8"]

152mm

[6"]

610mm

[24"]

241mm

[9 1/2"]

114mm

[4 1/2"]

191mm

[7 1/2"]

1073mm

[42 1/4"]

152mm

[6"]

38mm

[1 1/2"]

13mm [1/2"]

473mm

[18 5/8"]

127mm

[5"]

152mm

[6"]

1149mm

[45 1/4"]

152mm

[6"]

191mm

[7 1/2"]

NO SCALE

BITUMINOUS TACK COAT FRAME EDGES

WHEN LOCATED IN BITUMINOUS PAVEMENT.

2.

BITUMINOUS TACK COAT FRAME EDGES

WHEN LOCATED IN BITUMINOUS PAVEMENT.

2.

1.

C

B

B

A A

L

13mm[1/2"]

EXPANSION JOINT

ACCESSIBLE PARKING

SIGN PADOT R7-8

ELEV. 424.00

TOP OF BERM

ELEV. 425.50

BOTTOM OF FOREBAY

ELEV. 423.00

BOTTOM OF BASIN

ELEV. 423.00

ELEV. 422.80

4.5’ 5.0’ 5.1’

(TYP.)

3 (TYP.)2’ (MIN.) 2B

AGGREGATE

FOREBAY

SIDE RETENTION

BASIN SIDE

ASSHTO #3

AGGREGATE

PROPOSED

GRADE

CLASS #1 GEOTEXTILE

BETWEEN ALL SOIL AND

STONE CONTACT

RETENTION BASIN

ROCK FILTER BERM

NO SCALE

TOP OF BERM

ELEV. 430.65

TOP OF BERM

ELEV. 430.65

EMERGENCY SPILLWAY

ELEVATION 429.20

30’

3 (TYP.)

LANDLOK TRM 450

CHANNEL LINER

RETENTION BASIN

EMERGENCY SPILLWAY

NO SCALE

BOTTOM OF STONE

2. INLET CB-1 IS TO HAVE A 4’ x 4’ PENNDOT TYPE 1 INLET BOX.

NOTES:

VAN ACCESSIBLE

PARKING SIGN

PADOT R7-8A

(AS REQUIRED)

D

A T

E

CHECKED:DESIGNED: CAD:

D E

S C

R

IP

T

IO

N

R E

V

IS

IO

N

S

DRAWING NO.:

DRAWING TITLE:

DATE:

PROJECT NUMBER:

APPROVAL:

A

2 3 4 5 6 7

B

C

D

F

E

CAMP HILL, PA 17011

209 SENATE AVENUE

1 2 3 4 5 6 7

AUGUST 14, 2009

B.E.S. D.B.M. P.S.J.

R E

P L

A C

E T

R O

O P

T R

A

IN

IN

G

Q U

A R

T E

R S

3d

R E

G

IO

N A

L S

U

PP

O R

T G

R O

U P, F O

R T

IN

D

IA

N

T O

W N

G A

P, A

N N

V

IL

L E

, P E

N N

SY

L

V A

N

IA

P E

N N

S Y

L V

A N

IA

A

IR

N

A T

IO

N

A L

G U

A R

DETAILS

C503

ROCK FILTER DETAIL

NO SCALE

ROCK CONSTRUCTION ENTRANCE DETAIL

NO SCALE

STANDARD CONSTRUCTION DETAIL #16

Rock Construction Entrance

MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE

CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A

STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. AT THE END

OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS

SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE.

6096mm[20’]

OR TOTAL

WIDTH OF

ACCESS

GEOTEXTILE

AASHTO #1 ROCK

C = 203mm[8"]

15240mm [50’]MIN.

A

A

STANDARD CONSTRUCTION DETAIL #18

Rock Filter Outlets

Sediment must be removed when accumulations reach 1/3 the height of the outlet.

R-3 ROCK

1 MIN1 MIN

OUTLET CROSS-SECTION

UP-SLOPE FACE

1 MIN

AASHTO #57

STRAW BALES OR

FILTER FABRIC

HEIGHT OF ROCK FILTER =

5/6 HEIGHT OF STRAW BALES

OR FILTER FABRIC FENCE

WOOD POSTS

STANDARD CONSTRUCTION DETAIL #28a

Filter Bag Inlet Protection

Channel or Roadside Swale

Maximum Drainage Area = 1/2 acre.

Inlet protection is not required for inlet tributary to sediment basin or trap.

Berms required for all installations.

Earthen berm in roadway shall be maintained until roadway is stoned. Road subbase berm on roadway shall be maintained until roadway is paved.

Earthen berm in channel shall be maintained until permanent stabilization is completed or to remain permanently.

DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE

TRAFFIC HAZARDS

SANDBAG

INSTALLATION DETAIL

ELEVATION VIEW

6mm [1/4"] NYLON ROPE

EXPANSION RESTRAINT

51mm X 51mm X 19mm

[2" X 2" X 3/4"]

RUBBER BLOCK (TYP)

BERM

2 MIN

2 MIN

305mm

[1’] MIN

PLAN VIEW

ISOMETRIC VIEW

25mm[1"] REBAR

FOR BAG REMOVAL

FROM INLET

INLET

GRATE

FLOW

BERM

2 MIN:1

3:1

LINING INSTALLATION

CHANNEL CROSS-SECTION

CHANNEL

NO.

STATIONS BOTTOM WIDTH

B (M)

DEPTH

D (M)

Z1

(M)

Z2

(M)

LINING*

* See Manufacturer’s Lining Installation Detail for Staple Patterns, and Vegetation Stabilization

Specifications for Soil Amendments, Seed Mixtures, and Mulching information.

D

B

Z2Z1

LINING*

NO SCALE

1. ANCHOR PATTERN 3 ANCHORS / m† (2 1/2 ANCHORS / Yd†) FOR SLOPES

STEEPER THAN 1H : 1V AND CHANNELS

2. U - SHAPED WIRE STAPLES, METAL GEOTEXTILE PINS, TRIANGULAR WOODEN OR

PLASTIC STAKES CAN BE USED TO ANCHOR TRMs TO THE GROUND SURFACE

0.9 m

(3 ft)

0.9 m

(3 ft)

0.46 m

(18 in)

0.46 m

(18 in)

0.9 m (3 ft)

STANDARD CONSTRUCTION DETAIL #33

Riprap Aprons at Pipe Outlets with Flared End

Sections

CLASS #4

GEOTEXTILE

Pd

OUTLET

NO.

PIPE

DIA. Pd

(in.) mm

SIZE

(R-_)

THICK

Rt

(in.) mm

INITIAL

WIDTH

Aiw

(ft.) M

RIPRAP APRON

Aiw

Al

Atw

Y Y

PLAN VIEW

SECTION Y-Y

SECTION Z-Z

<0% SLOPE>

Rt

<0% SLOPE>

Al

INLET PROTECTION DETAIL

RIPRAP OUTLET PROTECTION DETAIL

LANDLOK TRM 450* DETAIL

VEGETATED CHANNEL DETAIL

NO SCALE

NO SCALE

NO SCALE

SWALE #1 ENTIRE SWALE 0.914M [3’] 0.305M [1’] 0.914M [3’] 0.609M [2’] VEGETATED / LANDLOK C2 TEMPORARY LINER

LANDLOK TRM 435 is manufactured at an SI Geosolutions facility having achieved

ISO-9002 certification for its systematic approach to quality. LANDLOK TRM 435 turf reinforcement mat (TRM) features X3 technology that consists of a dense web of crimped, interlocking, multi-lobed polypropylene fibers positioned between two biaxially oriented nets and mechanically bound together by parallel stitching with polypropylene thread. The TRM is designed to accelerate seedling emergence, exhibit high resiliency, and possess strength and elongation properties to limit stretching in a saturated condition. Every component of the TRM is stabilized against chemical and ultraviolet degradation which are normally found in a natural soil environment.

Furthermore, the TRM contains no biodegradable components. LANDLOK TRM 435 conforms to the property values listed below1 that have been derived from manufacturing quality control and independent testing performed by SI

Geosolutions GAI-LAP accredited and third-party laboratories: MARV2

PROPERTY TEST METHOD ENGLISH METRIC

Physical

Mass/Unit Area ASTM D6566 8.0 oz/yd2 271 g/m2 Thickness ASTM D6525 0.35 in 8.9 mm

Light Penetration (% Passing) ASTM D6567 40% 40% Color Visual Green

Mechanical

Tensile Strength ASTM D6818 225x 175 lb/ft 3.3 x 2.6 kN/m

Tensile Elongation ASTM D6818 50% (max) 50% (max) Resiliency ASTM D6524 80% 80%

Flexibility ASTM D6575 0.015 in-lb (avg) 16,000 mg-cm (avg)

Durability

UV Resistance @ 1000 hrs ASTM D4355 80% 80%

Performance

Shear Stress3 Large Scale 5 lb/ft2 240 Pa Manning�s �n�4 Calculated 0.025 0.025

Seedling Emergence5 ECTC Draft

Method #4

Roll Size 6.5 ft x 138.5 ft 2.0 m x 42.2 m

NOTES

1. The property values listed are effective 3/01/2004 and are subject to change without notice.

2. MARV indicates minimum average roll value calculated as the typical minus two standard deviations. Statistically, it yields a 97.7% degree of confidence that any sample taken during quality assurance testing will exceed the value reported.

3. Maximum permissible shear stress has been obtained through vegetated testing programs featuring specific soil types, vegetation classes, flow conditions, and failure criteria. These conditions may not be relevant to every project nor are they replicated by other manufacturers. Please contact SI

Geosolutions for further information.

4. Calculated as typical values from large-scale flexible channel lining test programs with a flow depth of 6 to 12 inches.

5. Calculated as average plant height obtained with tall fescue grass seed in sand

14 days after seeding.

EW-1

EW-2

(24) 610 4

* OR APPROVED EQUAL

EW-6

305mm

[1’]

305mm

[1’]

914mm[3’] MIN.

AASHTO #57

152mm[6"] MIN

Please note that the information presented herein is general information only. It is for conceptual use only and not intended to be used for construction. While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professional examination and verification of its suitability, applicability and accuracy.

Phone: 1-800-FIX-SOIL Fax: 1-423-485-9068

Chattanooga, TN 37416

Construction Civil Engineering Products Group 4019 Industry Drive

NOTES:

SECTION A-A

PLAN VIEW

MULCH BERM DETAIL

EW-7

EW-8

STABILIZE. THE MULCH BERM MAY BE LEFT IN PLACE IF SO DIRECTED BY THE OWNER.

UNSTABLE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND PERMANENTLY

AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, REMOVE ALL 7.

6.

REPAIRED AND REINFORCED WITH A SECOND MULCH BERM RUN.

MULCH BERM SECTIONS WHICH HAVE BEEN UNDERMINED OR OVERTOPPED SHALL BE IMMEDIATELY

5. THE REMOVED SEDIMENT SHALL BE USED FOR ON SITE GRADING AND IMMEDIATELY STABILIZED WITH

SEED AND AN ANCHORED MULCH.

4. ACCUMULATED SEDIMENTS SHALL BE REMOVED AS REQUIRED TO KEEP THE MULCH BERM FUNCTIONAL.

IN ALL CASES REMOVE DEPOSITS WHERE ACCUMULATIONS REACH 1/2 THE ABOVE-GROUND HEIGHT

1.

2.

3.

GENERAL NOTES:

ALIGNMENTS. BOTH ENDS OF EACH MULCH BERM SECTION MUST BE EXTENDED AT LEAST TEN FEET

MULCH BERM MUST BE INSTALLED PARALLEL TO EXISTING CONTOURS OR CONSTRUCTED ON LEVEL

UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT.

MULCH BERMS ARE NOT PERMITTED IN ANY AREA OF CONCENTRATED FLOWS SUCH AS DITCHES, SWALES

OR CHANNELS.

INSPECT MULCH BERMS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL EVENT. MAKE ALL

REQUIRED REPAIRS IMMEDIATELY.

AREA TO BE PROTECTEDWORK AREA

WORK AREA

AREA TO BE PROTECTED

MULCH BERM PLACED

ON THE CONTOUR

SECTIONAL ELEVATION

OF THE MULCH BERM.

PLAN VIEW

MULCH BERM

(24) 610 (18) 457

(18) 457

(18) 457

4 (18) 457

4(24) 610 (18) 457

LENGTH

AI

(ft.) M

TERMINAL

WIDTH

Atw

(ft.) M

(6) 1.83

(12) 3.66

(8) 2.44

(8) 2.44

(12) 3.66

(6) 1.83

(6) 1.83

(18) 5.49

(12) 3.66

(18) 5.49

NO SCALE

FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE

STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS.

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES MUST BE

PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL. SPARE BAGS SHALL BE KEPT

AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED.

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION

RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE FLOW PATH SHALL BE PROVIDED. BAGS

SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%.

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE

MANUFACTURER AND SECURELY CLAMPED.

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE

MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHOULD BE FLOATING AND SCREENED.

WELL VEGETATED, GRASSY AREA

WELL VEGETATED AREA

DISCHARGE HOSE

DISCHARGE

HOSE

PUMP

PUMP

CLAMPS

CLAMPS

WELL VEGETATED, GRASSY AREA

FILTER BAG

FILTER BAG

INTAKE

HOSE

INTAKE

HOSE

PLAN VIEW

ELEVATION VIEW

PUMPED WATER FILTER BAG

NO SCALE

(18) 457

(18) 457

(12) 3.66

(4) 1.22

(4) 1.22

(12) 3.66

(18) 5.49

CLASS #4

GEOTEXTILE

SWALE #2 ENTIRE SWALE 0.00M [0’] 0.305M [1’] 0.914M [3’] 11.6M [38’] VEGETATED / LANDLOK TRM 450

SWALE #3 ENTIRE SWALE 0.914M [3’] 0.305M [1’] 0.914M [3’] 0.762M[2.5’] VEGETATED / LANDLOK TRM 450

SWALE #4 ENTIRE SWALE 0.609M [2’] 0.305M [1’] 0.609M [2’] 0.609M [2’] VEGETATED / LANDLOK TRM 450

SWALE #5 ENTIRE SWALE 0.609M [2’] 0.366M[1.2’] 2.135M [7’] 2.44M [8’] VEGETATED / LANDLOK TRM 450

SWALE #6 ENTIRE SWALE 0.609M [2’] 0.366M[1.2’] 0.914M [3’] 0.914M [3’] VEGETATED / LANDLOK TRM 450

24"

3(TYP.)

FRONT SIDE

PLAN

1" PVC ANTI-SIPHON

PIPE ADAPTER

REMOVABLE WATERTIGHT

ACCESS PORT, 10" OPENING

BMP, INC.

DESCRIPTION SCALE

DRAWING NUMBER

DATE

30F SNOUT OIL

& DEBRIS STOP

09/15/99 NONE

3OF

U.S.PATENT #6126817ADDITIONAL PATENTS PENDING

"R 18.00

"18.00

"32.00

"36.00

"R 16.00

"18.00

"16.00

"41.00

"30.00

"R 15.00

"34.00 "10.00

"15.00

"24.00

"2.00

"39.00

30F SNOUT

Access port

Anti-siphon device

D

1/2 D (see note)

Anchor w/ Bolt

See Detail A

Detail A

Drilled Hole

Expansion Cone

(narrow end out)

Lead Shield

Stainless Bolt

Outflow Pipe

Structure Wall

Installation Note:

Position hood so that bottom flange of

SNOUT is 1/2 the pipe diameter below the bottom of the pipe for pipes >12"

id. For pipes < 10" id place snout 6"

(min.) below bottom of pipe.

Gasket on snout flange

(see Detail B)

Detail B

Snout flange

Foam Gasket w/ psa backing

(trim to length)

PVC Adapter Assembly for

Anti-siphon vent

(Adapter, nut, and 2 gaskets)

BEST MANAGEMENT PRODUCTS, INC.

SNOUT OIL & DEBRIS STOP

DRAWING NUMBER: IN-SN

INSTALLATION DIAGRAM (TYPICAL)

U.S.PATENT #6126817 ADDITIONAL PATENTS PENDING

SNOUT INSTALLATION

Operation and Maintenance Considerations

As for long term structural maintenance practices, BMP, Inc. recommends the following:

1. Monthly monitoring for the first year of a new installation after the site has been stabilized.

2. Measurements of sediment depth and observations of floating pollution should be taken after each rain event of 0.5 inches or more, or monthly, as determined by local weather conditions.

3. Checking sediment depth and noting the surface pollutants in the structure will be helpful in planning maintenance. The pollutants collected in SNOUT equipped structures will consist of floatable debris and oils on the surface of the captured water, and grit and sediment on the bottom of the structure.

4. It is best to schedule maintenance based on the solids collected in the sump. To achieve a reasonable compromise between practicality and pollution removal effectiveness, the structure should be cleaned when the sump is half full. The more often it is cleaned, the better the performance will be as the structure will maintain a greater "effective volume."

5. Structures should also be cleaned if a spill or other incident causes a larger than normal accumulation of pollutants in a structure.

6. Maintenance is best done with a vacuum truck.

7. If oil absorbent hydrophobic booms are being used in the structure to enhance hydrocarbon capture and removals, they should be checked on a monthly basis, and serviced or replaced when more than 2/3 of the boom is submerged, indicating a nearly saturated state.

8. All collected wastes must be handled and disposed of according to local environmental requirements.

9. To maintain the SNOUT hoods themselves, an annual inspection of the anti-siphon vent and access hatch are recommended. A simple flushing of the vent, or gentle rodding with a flexible wire are all that’s typically needed to maintain the anti-siphon properties.

10. Opening and closing the access hatch once a year assists a lifetime of trouble-free service. Further structural design guidelines, maintenance recommendations and site inspection field report sheets are available from BMP, Inc.

Scheduling of cleaning and inspection of the Water Quality SNOUTfi

1. The water quality SNOUTfishould be inspected at a minimum of twice a year and after major storm events. Any damage or necessary maintenance to the SNOUTfishould be performed immediately to ensure the SNOUTfiis functioning properly.

2. The water quality SNOUTfishould be cleaned of accumulated sediment when the sump depth in the inlet has been reduced to ‰ of its original depth, or a minimum of once a year. Also, if an spill or environmental incident has caused pollutants to be collected in the inlet, the inlet should be cleaned.

30F SNOUT DETAIL

NO SCALE

DRAWING TITLE:

DATE:

PROJECT NUMBER:

APPROVAL:

A

2 3 4 5 6 7

B

C

D

F

E

CAMP HILL, PA 17011

209 SENATE AVENUE

1 2 3 4 5 6 7

AUGUST 14, 2009

B.E.S. D.B.M. P.S.J.

LKLW959714

DETAILS

C504

B

90 BEND

UNDISTURBED

EARTH

C

UNDISTURBED

EARTH45 BEND

UNDISTURBED

EARTH

D

22 1/2 BEND

UNDISTURBED

EARTH

11 1/4 BEND

90 BEND

45 BEND 22 1/2 BEND 11 1/4 BEND

UNDISTURBED EARTH

OR ROCK SUBGRADE

RESTRAINED PLUG

E

PIPE

O.D.+

152mm

[6"]

1 FULL

LENGTH

3 LAYERS OF

ASPHALT BUILDING

PAPER

PLUG AND TEE

E

FITTING

F/2

F/2

F

SECTION

HORIZONTAL REACTION BACKINGS

G

SECTION

1.

2.

NOTES:

CONCRETE

BLOCK

CONCRETE

BLOCK

CONCRETE

BLOCK

PLAN

REDUCER

ELEVATION

#5@12 457mm [1’-6"]

457mm [1’-6"]

#5@12

CONCRETE

BLOCK

CONCRETE

BLOCK

CONCRETE

BLOCK

2-19mm [3/4"] TIE

RODS (TYP.)

REDUCER

REDUCER

PIPE O.D.

PIPE O.D.

305mm

[1’-0"]

CONCRETE

BLOCK

CONCRETE

BLOCK

CONCRETE

BLOCK

SEE NOTE

REACTION BACKING DIMENSIONS HAVE BEEN CALCULATED USING A SOIL

BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT AND A TEST

PRESSURES AS INDICATED.

ALL FITTINGS SHALL BE MECHANICAL JOINT AND SHALL HAVE WEDGE ACTION

FOLLOWER GLANDS INSTALLED TO MANUFACTURERS SPECIFICATIONS, EXCEPT

IN RESTRAINED JOINT AREAS.

ALL CONCRETE SHALL BE HIGH EARLY STRENGTH.

GATE VALVE OR

BUTTERFLY VALVE

(TYP.)

TRENCH WIDTH

+ 152mm [6"]

3.

MAIN

EXISTING WATER

AND VALVE

TAPPING SLEEVE

REDDY BOLTS

WATER MAIN TEE

OF ASPHALT BITUMASTIC

PAINTED WITH 2 COATS

(2) 19mm [3/4"] %%c THREADED ROD

AND DUG LUGS

GATE VALVE

TYPE PAINT

ADJUSTABLE ROADWAY

VALVE BOX

TYPICAL CONNECTION TO EXISTING WATER LINE

NO.57

AGGR.

R/W

GATE VALVE

(2)-19mm [3/4"] TIE RODS

CONC. THRUST-381mm L x

457mm W x 457mm H

[15"Lx18"Wx18"H]

SOLID CONC. BLOCKS

UNDISTURBED

EARTH

WATER MAIN

TEE

VALVE BOX

D.I.C.L. WATER LINE

BURIAL RING

305mm

[12"]

FIRE HYDRANT SETTING DETAIL

VALVE BOX DETAIL

FINISHED GRADE

ADJUSTABLE CAST IRON

SCREW TYPE VALVE BOX

WITH COVER

MECHANICAL JOINT

GATE VALVE

133mm [5 1/4"]

CURB

(AS APPLICABLE)

610mm

[2’-0"]

MIN.

UNDISTURBED

EARTH

UNDISTURBED

EARTH

UNDISTURBED

EARTH

NOTE: TAPPING SLEEVE

AND VALVE TO HAVE

SAME RESTRAINT AS TEE

BEDDING

DEPTH

+305mm

[1’-0"]

H

#6@12

I

J

KK

L

M

SECTION

ELEVATION

ELEVATION

VERTICAL REACTION BACKINGS

CONCRETE

BLOCK

CONCRETE

BLOCK

M.J. FITTING

#6@12

M.J. FITTING

#4 (TYP.)

#4 (TYP.)

UNDISTURBED

EARTH

UNDISTURBED

EARTH

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

SEE NOTE

CONCRETE

BLOCK

A

UNDISTURBED

EARTH

TEE AND TAPPING SLEEVE

407mm

[16"]

TABLE OF REACTION BACKING DIMENSIONS

PRESSURE DIAMETER

DESIGN PIPE A B C D E F G K L M

H I J

2245 112 122 4

1 45 11454

2 11 2 122 4

150 PSI

305mm

[12"]

152mm

[6"]

203mm

[8"]

407mm

[16"]

305mm

[12"]

152mm

[6"]

203mm

[8"]

407mm

[16"]

305mm

[12"]

152mm

[6"]

203mm

[8"]

200 PSI

250 PSI

1295mm

[4’-3"]

1295mm

[4’-3"]

1295mm

[4’-3"]

1295mm

[4’-3"]

1880mm

[6’-2"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

1067mm

[3’-6"]

914mm

[3’-0"]

914mm

[3’-0"]

914mm

[3’-0"]

914mm

[…