Greenleaf_St-Plan-Ch1-2023-11-17-r.PDF

PDF 16 MB Posted Nov 17, 2023

Attached to: Greenleaf St. Stabilization
Solicitation number: 2023-IFB-269
Issued by: Allegheny County, Philadelphia City, Pennsylvania

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive engineering and design set of plans prepared by the City of Pittsburgh Department of Mobility and Infrastructure for the Greenleaf Street Landslide Mitigation Project. The project involves stabilizing a steep slope and reconstructing a portion of Greenleaf Street and the Emerald View Trail in Pittsburgh's 19th Ward, with work including deep soil mixing panels, soil nails, micropiles, rock buttress construction, and trail reconstruction. The project is funded through a FEMA PDMC project (Project Number PDMC-P5-03-PA-2019-019(0)) and is designed to address historical landslide areas that experienced significant movement in 2018.

The project scope includes multiple technical stabilization techniques across approximately 400 linear feet of slope, with detailed geotechnical interventions such as installing two rows of deep soil mixed panels ranging from 15' to 30' in length, constructing rock buttresses with varying slope ratios (1.5H:1V to 2H:1V), and reinstalling the Emerald View Trail with reinforced soil slopes, soil nails, and vertical micropiles. The engineering plans include extensive soil boring data, cross-sections, erosion control plans, and planting strategies to restore and stabilize the landslide-prone area. The total project area encompasses multiple property owners, including the City of Pittsburgh, and involves careful management of existing utilities, drainage systems, and environmental considerations.

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Other files

File	Type	Posted
Greenleaf_St._Stabilization_(Addendum_#2_Revision).pdf	PDF	Nov 17, 2023
Greenleaf_St-SpecProvs-Ch1-2023-11-17.pdf	PDF	Nov 17, 2023
Greenleaf_St-GenlProvisions-2023-10-31.pdf	PDF	Nov 1, 2023
Greenleaf_St-Prebid_Schedule_-2023-09-15.pdf	PDF	Oct 23, 2023
Greenleaf_St_FGER-R-2023-08-01.pdf	PDF	Oct 23, 2023
GreenLeaf_St_PA_Prevailing_Wages.pdf	PDF	Oct 18, 2023
Construction_Details.pdf	PDF	Oct 17, 2023
Natural_&_Wooded_Area_Restoration_Standards.pdf	PDF	Oct 17, 2023

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VICINITY MAP LOCATION MAP

4000 FEET20000 400 FEET2000

DEPARTMENT OF MOBILITY AND INFRASTRUCTURE

CITY OF PITTSBURGH

ALLEGHENY COUNTY, PENNSYLVANIA

19TH WARD - CITY OF PITTSBURGH

GREENLEAF STREET LANDSLIDE MITIGATION

TITLE SHEET

DATE: SEPTEMBER 15, 2023

SCALES: AS SHOWN

1 OF

SHEET NO.

CASE NO.

ACCESSION NO.

PROJECT SITE

S A

W M

L R

U N B

L V

M A

T R E E T

G R E E

N L E

A F S

T R E E T

B R

G E

E N

W E S T

OHIO RIVER

GREENLEAF STREET SITE

MOUNT WASHINGTON LANDSLIDE MITIGATION

DEPARTMENT OF MOBILITY AND INFRASTRUCTURE

CITY OF PITTSBURGH

FEMA PROJECT PDMC-P5-03-PA-2019-019(0)

DOMI PROJECT # 200025

LIST OF PUBLIC UTILITIES

- SERIAL NO. 20230171651

CITY OF PITTSBURGH, 19TH WARD

FINAL DESIGN

- SERIAL NO. 20220400862

CITY OF PITTSBURGH, 19TH WARD

- SERIAL NO. 20220400861

CITY OF PITTSBURGH, 20TH WARD

PRELIMINARY DESIGN

PA ONE CALL SYSTEM INC. SERIAL NO.

EMAIL: STEPNEN.PUTT@LEVL3.COM

ATTN: STEVE PUTT

PHONE: 412-770-9285

PITTSBURGH, PA 15219

200 TECHNOLOGY DRIVE

EMAIL: RELO@LEVEL3.COM

BROOMFIELD, CO 80021

1025 ELDORADO BOULEVARD

CENTURYLINK (LEVEL3)

EMAIL: JRUNATZ@DUQLIGHT.COM

CELL: 412-855-9950

PHONE: 412-393-7813

ATTN: JAMES RUNATZ

PITTSBURGH, PA 15116

1901 EDISON STREET

DUQUESNE LIGHT COMPANY

EMAIL: JAUGE@PGH20.COM

PHONE: 412-495-8145

ATTN: JASON AUGE

PITTSBURGH, PA 15222

1200 PENN AVENUE

PENN PLAZA 1

SEWER AUTHORITY

PITTSBURGH WATER AND

REFERENCE: ALLEGHENY COUNTY DIVISION OF COMPUTER SERVICES GEOGRAPHIC INFORMATION SYSTEMS GROUP. DATE OF PHOTOGRAPHY: 2017 REFERENCE: PITTSBURGH WEST, PA QUADRANGLE 7.5 MINUTE SERIES PRODUCED BY THE UNITED STATES GEOLOGIC SURVEY (USGS) 2022

REVISIONS

DATECHARACTER

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d g n

PITTSBURGH, PA 15220

730 HOLIDAY DRIVE,

FOSTER PLAZA 8, SUITE 400

E P

L O

T T

E D

CITY OF PITTSBURGH

APPROVAL DATE

CHIEF ENGINEER

DIRECTOR

PREPARED BY:

REGISTERED PROFESSIONAL ENGINEER

P.E. NUMBER

DATE

MUNICIPAL TRAFFIC ENGINEER

ASSISTANT DIRECTOR, PLANNING POLICY & PERMITTING

N S Y L V A

N I

C O

M O

NWEALTH

PE079465

ERIC R. HOLLAND

PE079465

SEPTEMBER 15, 2023

CROSS SECTIONS - EMERALD VIEW TRAIL

CROSS SECTIONS - DSM TREATMENT

EROSION AND SEDIMENTATION PLANS

EROSION AND SEDIMENTATION DETAILS

EROSION AND SEDIMENTATION NOTES

TABULATION OF QUANTITIES

SUMMARY OF QUANTITIES

PLANTING PLANS

SOIL PROFILES

BORING PLANS

ROADWAY RECONSTRUCTION DETAILS

GEOTECHNICAL DETAILS

WORKPOINT STAKEOUT COORDINATES

PROJECT PLANS

INDEX AND GENERAL NOTES

TITLE SHEET

SHEET NO.

INDEX OF DRAWINGS

27 -

2320 -

4134 -

43 -

1514 -

1716 -

4842 -

32 -

24 -

1918 -

1312 -

6 -

10/5/23

A n g e l a M a r t i n e z 1 0 / 5 / 2 0 2 3

10/05/2023

10/5/2023

GENERAL NOTES

LEGEND

PLAN 1

0 FEET50 50 100

DSM TREATMENT CONSTRUCTION �

INDEX AND GENERAL NOTES

S. MAIN STREET

GREENLEAF STREET

4EMERALD VIEW TRAIL CONSTRUCTION �

205 204 203 202 201

403 402 401 400

INDICATES SLOPE LIMITS

CUT FILL

BRADLE

REE

T (U

NOPE

NED)

E U S

C E W

A Y (U

N O

N E D

H O

R N

STR

EET (U

PEN

THOMAS C. TIGHE

AND SARA DUBRAVCAK

NICHOLAS MICHAEL KREHEL

MARIPOSA PROPERTIES LLC

PAUL J. GITNIK AND GENE L. SVRCEK

CITY OF PITTSBURGH

MARTIN MEDIA

RAILROAD COMPANY

PITTSBURGH & WEST VIRGINIA

CITY OF PITTSBURGH

RAILROAD COMPANY

PITTSBURGH & WEST VIRGINIA

RAILROAD COMPANY

PITTSBURGH & WEST VIRGINIA

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

MARTIN MEDIA

CITY OF PITTSBURGH

PROPERTY OWNERS

GREENLEAF STREET SURVEY & CONSTR. �

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX, OR POLICE CALL BOX.

THERE ARE NO NAVIGABLE STREAMS LOCATED WITHIN THE PROJECT.

MAINTAIN ACCESS TO ALL COMMERCIAL AND RESIDENTIAL DRIVEWAYS AT ALL TIMES.

ALL CURVE DATA IS BASED ON ARC DEFINITION UNLESS OTHERWISE NOTED.

VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

83.

HORIZONTAL CONTROL FOR THIS PROJECT IS BASED ON THE PENNSYLVANIA STATE COORDINATE SYSTEM (SOUTH ZONE) NAD

STRUCTURES SHOWN ON THE PLANS, NOR DOES THE CITY GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

THE CITY OF PITTSBURGH DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS OF EXISTING SUBSURFACE UTILITY

2017).

REQUIRED BY PENNSYLVANIA'S UNDERGROUND UTILITY LINE PROTECTION LAW ACT 50 (P.L.852, NO. 287 AMENDED OCT. 30, WITHIN TEN (10) BUSINESS DAYS AFTER A UTILITY LINE IS STRUCK, DAMAGED, OR PREVIOUS DAMAGE IS DISCOVERED AS VIOLATION REPORT (AVR) TO THE PA PUBLIC UTILITY COMMISSION THROUGH THE PA ONE CALL SYSTEM, WWW.PA1CALL.ORG, THE CONTRACTOR IS REQUIRED TO NOTIFY THE CITY OF PITTSBURGH FIELD REPRESENTATIVE AND SUBMIT AN ALLEGED

ADDITIONAL INFORMATION IS AVAILABLE AT HTTPS://WWW.PA1CALL.ORG/PA811/PUBLIC/.

1-800-242-1776, SERIAL NO __________ FOR THE CITY OF PITTSBURGH - 19TH WARD.

TEN WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE

CONSTRUCT PROJECT IN ACCORDANCE WITH PENNDOT PUBLICATION 408 SPECIFICATIONS, DATED 2020, CHANGE NO 6.

PARCEL IDENTIFICATION NUMBER - NO TAKE

PARCEL IDENTIFICATION NUMBER

219M STANDARD DRAWINGS:

PUBLICATION 72M AND PUBLICATION

ARE ON THE FOLLOWING PENNDOT

DETAILS OTHER THAN THOSE INDICATED,

NO. DATE:

BC-736M

RC-92M

RC-91M

RC-77M

RC-75M

RC-73M

RC-72M

RC-70M

RC-64M

RC-51M

RC-30M

RC-21M

RC-20M

RC-14M

RC-13M

RC-10M

NOV. 23, 2022

JUN. 1, 2010

DEC. 17, 2019

JUN. 1, 2010

FEB. 8, 2019

FEB. 19, 2021

FEB. 27, 2023

JUN. 1, 2010

NOV. 1, 2022

JUN. 1, 2010

CITY OF PITTSBURGH

SHEET

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ERIC R. HOLLAND

205+00.00

200+00.00

END STA.

BEGIN STA.

412470.8565

412140.0461

1334505.2087

1334130.2894

C O

N S

T R

E A

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SUMMARY OF PROJECT COORDINATES

STATION POINT

COORDINATES

NORTH EAST

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N48°34'35"E

C O

N S

T R

W T

R A

M E

R A

L D

403+00.00

400+00.00

END STA.

BEGIN STA.

411926.1211

411727.6349

1334719.1325

1334494.1809 N48°34'35"E

PURPOSES ONLY AND DO NOT IMPLY PRECISION BEYOND TWO (2) DECIMAL PLACES.

FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL

NOTE:

N 60°08'02" E

1003+62.56

1002+62.56

1002+29.77

1001+94.74

1001+65.01

1001+22.70

1000+75.00

1000+00.00

S U

R V

E Y

O N

S T

G R

E E

N L

E A

F S

T R

E E

412389.7465

412323.5844

412300.4083

412266.3113

412237.3791

412190.9499

412167.1972

412129.8491

1334413.2838

1334338.2999

1334312.0336

1334304.0058

1334297.1940

1334286.2627

1334244.8989

1334179.8595

END STA.

BEGIN STA.

N 13°14'54" E

N 48°34'35" E

�DSM TREATMENT CONSTRUCTION

201202203204205 200

SGN

AREA

RIPRAP

CONCRETE CURB

AREA

RIPRAP

W A L L

PAVIN

GBITU

MIN

OUS

ARM

PAVING

CONCRETE

PAVING

CONCRETE

ARM

SOUTH MAIN STREET

PAVING

CONCRETE

WALL

CONCRETE CURB

WALL

R A

P A

R E

CONCRET

E C

URB

GRASS

SHEDDECK

WOODED AREA

WOOD PLANTER

WOOD RETAINING WALL

GREENLEAF STREET

GRASS

CONC

CURB

CONCRETE SIDEWALK

HIGHWAY WALL

CONC CURB

BILLBOARD

CONCRETE WALL

WOODED AREA

DRIVE

BITUMINOUS

SLIDE

I-2

I-3 R

H T

S O

U T

H S

D O

W N

T O

W N

A S T

.2 8'

R E W

E S T E

N D B

O R

T H

BILLBOARD

CRO

O P

USE

CRO

RTE

NNEL

H W

CONC C

URB

POLE# 33769

T A L T

R A

F F

.3 5'

WOOD DECK

.2 5'

AREA

SEEP

SEEP AREA

ARKER

18" CPP

" C

P P

METER

ELEC

CITY OF PITTSBURGH

MARTIN MEDIA

OF TRANSPORTATION

PENNSYLVANIA DEPARTMENT

COMMONWEALTH OF

CITY OF PITTSBURGH

MEDIA

MARTIN

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

CITY OF PITTSBURGH

SHEET

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PE079465

ERIC R. HOLLAND

CITY OF PITTSBURGH

FOR CITY STREET

LEGAL R/W LINE

FOR CITY STREET

LEGAL R/W LINE

GAL

R /W

FOR CITY STREET

LEGAL R/W LINE

FOR CITY STREET

LEGAL R/W LINE

P C

PT STA. 1002+62.56

PC STA. 1001+94.74

5.44'E = 110.00'R = 67.82'L = 35.03'T = 52°05'13"D =

RT35°19'41" = Δ

1002+29.77PI STA

PT STA. 1001+65.01

PC STA. 1000+75.00

9.90'E = 110.00'R = 90.01'L = 47.70'T = 52°05'13"D =

LT46°53'08" = Δ

1001+22.70PI STA

N60°08'02"E

N13 °1

4' "E

N48°34'35"E

P T

GREENLEAF STREET

SURVEY & CONSTR. �

GREENLEAF STREET

SURVEY & CONSTR. �

MATCHLINE - SEE SHEET

LEGEND

LANDSLIDE LIMITS

APPROXIMATE ANCIENT

LANDSLIDE LIMITS

APPROXIMATE RECENT

ROCK BUTTRESS

SHEET

SEE DETAIL

TRENCH DRAIN

DRAINAGE CHANNEL

STAKEOUT WORKPOINT

TOE OF SLOPE

LANDSLIDE/CREEP AREA

LIMITS OF ANCIENT

PARTIAL REPAIR AREA

LANDSLIDE FAILURE/

LIMITS OF 2018

CONTRACTOR ACCESS

LIMITS OF

STA. 203+00 TO STA. 204+00

DSM TREATMENT AREA 2

STA. 204+00 TO STA. 204+70

DSM TREATMENT AREA 3

GREENLEAF STREET

SHEET 1 OF 2

PROJECT PLAN

0 FEET25 25 50

H O

R N

STR

EET (U

PEN

CONSTRUCTION.

TIMES DURING

BILLBOARD AT ALL

THE PRIVATELY OWNED

MAINTAIN ACCESS TO

POINT

NORTHING

412150.7362

412315.3569

412492.4695

412308.7479

412202.5142

412142.3178

412107.9364

412147.6759

1334469.1796

1334655.7502

1334499.4747

1334291.2565

1334262.2180

1334160.9789

1334181.4220

1334248.2564

EASTING

LIMITS OF CONTRACTOR ACCESS

CONTROL POINTS FOR

POINT #8

POINT #7

POINT #6

POINT #5

POINT #4

POINT #3

POINT #2

POINT #1

SEE DETAIL SHEET

RECONSTRUCTION

FULL DEPTH ROADWAY

PANEL LOCATION

FIELD VALIDATION TEST

TESTING LOCATION

BENCH-SCALE

LOCATION

TESTING

BENCH-SCALE

PANEL LOCATION

FIELD VALIDATION TEST

STA. 201+40 TO STA. 203+00

DSM TREATMENT AREA 1

R1-WP 10

R1-WP 8

R1-WP 2

R1-WP 17

R1-WP 7

R1-WP 4

R1-WP 1

R2-WP 9

R2-WP 6

R2-WP 5

R2-WP 3

R2-WP 1

R1-WP 9R1-WP 15

R1-WP 19

R1-WP 3

R1-WP 6

R1-WP 5

R1-WP 14

R1-WP 12

R1-WP 11

R1-WP 13

R1-WP 18

R1-WP 16

R1-WP 21

R1-WP 20

R2-WP 2R2-WP 4

R2-WP 7

R2-WP 8

TD-WP 1

R1-WP 1 /

TD-WP 2

TD-WP 3

TD-WP 4

TD-WP 1

LOCATION

TESTING

BENCH-SCALE

MIXING PANELS

DEEP SOIL

11SHEET

RECONSTRUCTION DETAILS SEE

FOR ROADWAY

SEE SHEET

FOR WORK POINT COORDINATES NOTE:

T T

R A

DIRT TRAIL

BENCH

DIRT TRAIL

AREA

SEEP

SKOOKUM FIE

B R A D

STONE WALL

SLIDE

SEEP AREA

ROCK FACE

S G

E M

A R K E R

OUTCROP

ROCK

R O

C K

C E

GENE L. SVRCEK

PAUL J. GITNIK AND

LLC

PROPERTIES

MARIPOSA

SARA DUBRAVCAK

KREHEL AND

NICHOLAS MICHAEL 17

TIGHE

THOMAS C.

CITY OF PITTSBURGH

CITY OF PITTSBURGH1

CITY OF PITTSBURGH

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EMERALD VIEW TRAIL CONSTRUCTION �

400401402403 400

CIE

LANE

LANDSLIDE LIMITS

APPROXIMATE ANCIENT

LANDSLIDE LIMITS

APPROXIMATE RECENT

EMERALD VIEW TRAIL

GREENLEAF STREET

SHEET 2 OF 2

PROJECT PLAN

0 FEET25 25 50

BRADLE

REE

T (U

NOPE

NED)

E U S

C E W

A Y (U

N O

N E D

(U N

PEN

H O

R N

STR

EET

POINT

NORTHING

411789.7594

411733.5216

411699.7773

411683.0245

411488.3289

411459.7915

411700.2264

411750.1295

411806.1695

411924.3568

411954.3503

411898.1126

1334534.3601

1334470.6238

1334500.3982

1334572.7200

1334527.9502

1334562.4008

1334620.2684

1334689.7580

1334776.5841

1334747.3617

1334720.8968

1334657.1606

EASTING

LIMITS OF CONTRACTOR ACCESS

CONTROL POINTS FOR

POINT #9

POINT #10

POINT #11

POINT #12

POINT #13

POINT #14

POINT #15

POINT #16

POINT #17

POINT #18

POINT #19

POINT #20

MATCHLINE - SEE SHEET 3

MP-WP 1

MP-WP 2

MP-WP 3

MP-WP 4

SHEET

SEE DETAIL

TRENCH DRAIN

TRAIL-WP 5

TRAIL-WP 6

TRAIL-WP 4

TRAIL-WP 1

TRAIL-WP 2

TRAIL-WP 3

TD-WP 5

DRAINAGE CHANNEL

STAKEOUT WORKPOINT

MICROPILE / TRAIL

STAKEOUT WORKPOINT

TOE OF SLOPE

LANDSLIDE/CREEP AREA

LIMITS OF ANCIENT

PARTIAL REPAIR AREA

LANDSLIDE FAILURE/

LIMITS OF 2018

CONTRACTOR ACCESS

LIMITS OF

MICROPILES

LEGEND

TD-WP 5

TD-WP 6

TRAIL-WP 1

MP-WP 1 /

SEE SHEET

FOR MICROPILE WORKPOINT COORDINATES

WORKPOINT COORDINATES SEE SHEET

FOR TOE OF SLOPE AND TRAIL SURFACE NOTE:

TRAIL-WP 11

TRAIL-WP 10

TRAIL-WP 12

TRAIL-WP 7

TRAIL-WP 8

TRAIL-WP 9

UNDERDRAIN OUTLET PIPE

UNDERDRAIN PIPE

SEE SHEETS AND

LIMITS OF SOIL NAILS

SEE SHEETS AND

REINFORCED SOIL

LIMITS OF GEOGRID

CITY OF PITTSBURGH

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WORKPOINT STAKEOUT COORDINATES

GREENLEAF STREET

POINT

TRAIL-WP 12

TRAIL-WP 11

TRAIL-WP 10

TRAIL-WP 9

TRAIL-WP 8

TRAIL-WP 7

TRAIL-WP 6

TRAIL-WP 5

TRAIL-WP 4

TRAIL-WP 3

TRAIL-WP 2

TRAIL-WP 1

STATION

400+06.56

400+43.73

400+97.58

402+01.18

402+52.31

402+85.40

402+83.90

402+50.00

402+00.00

401+00.00

400+50.00

400+08.93

15.2', RT.

47.1', RT.

69.9', RT.

59.7', RT.

25.5', RT.

23.5', RT.

48.0', RT.

58.0', RT.

36.8', RT.

11.4', RT.

OFFSET

TRAIL SURFACE CONSTRUCTION

CONTROL POINTS FOR

POINT

TD-WP 6

TD-WP 5

TD-WP 4

TD-WP 3

TD-WP 2

TD-WP 1

STATION

201+40.36

201+52.39

201+51.50

201+68.36

201+56.44

201+39.48

400.9', RT.

404.1', RT.

280.3', RT.

237.6', RT.

235.1', RT.

278.1', RT.

OFFSET

TRENCH DRAIN CONSTRUCTION

CONTROL POINTS FOR

POINT

R1-WP 21

R1-WP 20

R1-WP 19

R1-WP 18

R1-WP 17

R1-WP 16

R1-WP 15

R1-WP 14

R1-WP 13

R1-WP 12

R1-WP 11

R1-WP 10

R1-WP 9

R1-WP 8

R1-WP 7

R1-WP 6

R1-WP 5

R1-WP 4

R1-WP 3

R1-WP 2

R1-WP 1

STATION

204+72.91

204+72.18

204+70.00

204+02.86

204+00.00

203+50.00

203+00.00

202+78.58

202+77.98

202+75.00

202+55.00

202+39.72

202+17.46

202+07.83

202+05.63

202+00.00

201+79.66

201+67.24

201+65.00

138.3', RT.

143.2', RT.

158.1', RT.

133.0', RT.

147.8', RT.

127.6', RT.

135.7', RT.

108.1', RT.

92.7', RT.

87.5', RT.

92.5', RT.

117.5', RT.

87.5', RT.

92.0', RT.

117.5', RT.

71.7', RT.

99.2', RT.

97.9', RT.

OFFSET

ROW 1 BENCH AND ROCK BUTTRESS CONSTRUCTION

CONTROL POINTS FOR DEEP SOIL MIXING

820.00

824.00

ELEVATION

BENCH

BUTTRESS ELEVATION

TOP OF ROCK

820.00

855.00

860.00

FRONT FACE SLOPE

ROCK BUTTRESS

1.5:1

2:1

POINT

R2-WP 9

R2-WP 8

R2-WP 7

R2-WP 6

R2-WP 5

R2-WP 4

R2-WP 3

R2-WP 2

R2-WP 1

STATION

204+70.00

204+69.63

204+26.99

204+25.00

203+70.00

203+26.47

203+20.00

203+08.39

203+00.00

88.9', RT.

73.9', RT.

74.9', RT.

90.0', RT.

73.8', RT.

45.3', RT.

59.0', RT.

33.1', RT.

45.5', RT.

OFFSET

ROW 2 BENCH CONSTRUCTION

CONTROL POINTS FOR DEEP SOIL MIXING

794.00

792.00

ELEVATION

BENCH

REV

REVISIONS DATE BY APPD

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PE079465

ERIC R. HOLLAND

STA. 203+00.00 TO STA. 204+70.00 IS TWO (2) ROWS OF 15' PANELS (SEE PLAN VIEW OF DEEP SOIL MIXING)

TOE OF SLOPE TYPICAL SECTION

DEEP SOIL MIXING AND ROCK BUTTRESS

DEEP SOIL MIXING PANEL (TYP)

S T

A -7

T A

E N

G T

(TYP.)

OF DSM (MIN.)

4'-0" WIDTH

(TYP.)

BETWEEN DSM PANEL (MAX.)

5'-0" SPACING

NTS

PLAN VIEW OF DEEP SOIL MIXING

STA. 203+00.00 TO STA. 204+70.00 IS TWO (2) ROWS OF 15' PANELS (SEE PLAN)

STA. 201+40.00 TO STA. 203+00.00 IS ONE (1) ROW OF 30' PANELS (SEE PLAN)

NTS

STA. 201+40.00 TO STA. 204+70.00

TREATMENT DETAIL

ROCK BUTTRESS

S T

A -0

T A

E N

G T

S T

A -7

T A

E N

G T

(TYP.)

OF DSM (MIN.)

4'-0" WIDTH

(TYP.)

BETWEEN DSM PANEL (MAX.)

5'-0" SPACING

NTS

ECTI

N S)

VARI

H :1

2H:

DEEP SOIL MIXED PANELS

GEOTEXTILE, CLASS 4, TYPE A

FROM EL 855 TO EL 860 *

TOP OF ROCK BUTTRESS VARIES

SELECTED BORROW EXCAVATION, GRANULAR EMBANKMENT

A X

EXISTING GROUND

ROW 1

ROW 2

SEE PLAN SHEET FOR HORIZONTAL AND VERTICAL CONTROL TABLES.2.

ROW 1 SUBSURFACE PROFILE AND ROW 2 SUBSURFACE PROFILE.

TOP OF BEDROCK ELEVATION VARIES. REFER TO THE1.

NOTES:

STA. 201+40.00 TO STA. 203+00.00 IS ONE (1) ROW OF 30' PANELS (SEE PLAN VIEW OF DEEP SOIL MIXING)

TOE OF SLOPE TYPICAL SECTION

DEEP SOIL MIXING AND ROCK BUTTRESS

NTS

ROCK BUTTRESS TREATMENT AS SHOWN IN THE PLANS

CONTINUE EXISTING ROCK FILLED TRENCH UPSLOPE OF

12'

SELECTED BORROW EXCAVATION, ROCK, CLASS R-3

GEOTEXTILE, CLASS 4, TYPE A

TYPICAL SECTION

TRENCH DRAIN

NTS

GEOTECHNICAL DETAILS SHEET 1 OF 5

GREENLEAF STREET

SEE DETAIL THIS SHEET

ROCK BUTTRESS

2H:

EL 860 *

BUTTRESS

TOP OF ROCK

30'

DEEP SOIL MIXED PANELS

(SEE NOTE 1)

TOP OF BEDROCK

30' (MAX.)

20' (MIN.)

SEE DETAIL THIS SHEET

ROCK BUTTRESS

VARIES *

BUTTRESS

TOP OF ROCK

5H :1

DEEP SOIL MIXED PANELS

2H:

15'

(SEE NOTE 1)

TOP OF BEDROCK

15'

(SEE NOTE 1)

TOP OF BEDROCK

DEEP SOIL MIXED PANELS

WOOD RETAINING WALL

R /W

L E

G A

DRWY

ASPHALTGREENLEAF ST

2H:

25' (MIN.)

20' (MIN.)

SELECTED BORROW EXCAVATION, PTM 510 ROCK

10H:1V

(SEE NOTE 2)

CONTROL REFERENCE POINT

LOWER BENCH

(SEE NOTE 2)

CONTROL REFERENCE POINT

UPPER BENCH

10H:1V

(SEE NOTE 2)

CONTROL REFERENCE POINT

UPPER BENCH

10H:1V

(SEE NOTE 2)

CONTROL REFERENCE POINT

UPPER BENCH

10H:1V

SURFACE AND BACKFILL

GRANULAR EMBANKMENT - TRAIL

SELECTED BORROW EXCAVATION,

- ELEV. VARIES 855.00 TO 820.00

4) STA. 203+70.00 TO STA. 204+70.00

- ELEV. IS 855.00

3) STA. 202+55.00 TO STA. 203+70.00

- ELEV. VARIES 860.00 TO 855.00

2) STA. 202+40.00 TO STA. 202+55.00

- ELEV. IS 860.00

1) STA. 201+40.00 TO STA. 202+40.00

* TOP OF ROCK BUTTRESS ELEVATION

- BOTTOM WIDTH IS 20' (MIN.) OVER 15' DEEP SOIL MIXING PANELS

2) STA. 203+00.00 TO STA. 204+70.00

- BOTTOM WIDTH IS 25' (MIN.) OVER 30' DEEP SOIL MIXING PANELS

1) STA. 201+40.00 TO STA. 203+00.00

** WIDTH OF BOTTOM OF ROCK BUTTRESS

**BUTTRESS VARIES

BOTTOM WIDTH OF ROCK

DSM ROW 1

DSM ROW 2

20' (MIN.)

SEE DETAIL THIS SHEET.

BENCH INTO EXISTING GROUND.

SEE DETAIL THIS SHEET.

BENCH INTO EXISTING GROUND.

CLASS 1 EXCAVATION (TYP.)

6' (TYP.)

REV

REVISIONS DATE BY APPD

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ERIC R. HOLLAND

TEST

VERIFICATION

STRATA

(FT.)

ELEVATION

SURFACE

APPROXIMATE

(KIPS)

LOAD (T)

DESIGN TEST

VERIFICATION TEST NAIL DATA

VT-1 1039.1 5.7

NORTHING EASTING

411739.9445 1334618.2980 5

(FT)

LENGTH

BOND

VT-2 411789.8842 1334704.3695 1056.3 5.7 5

COORDINATES

RESIDUAL

(FT)

LENGTH

UNBONDED

GEOTECHNICAL DETAILS SHEET 2 OF 5

GREENLEAF STREET

LENGTH

10" MAX. OVERDRILL

CEMENT GROUT

NON-SHRINK

NTS

6" DIAMETER BORE HOLE

PROPOSED GRADE

GROUT TUBE

HEAD DETAILS

SEE NAIL

(TEST NAILS ONLY) SEE TESTING NOTES

TYPICAL SOIL NAIL DETAIL

ENDS OF SOIL NAIL)

(10' CTC; SPACED 3' FROM

PVC CENTRALIZER

BOND LENGTH

SOIL NAIL TREATMENT TYPICAL SECTION ON THE FOLLOWING SHEET

TOTAL LENGTH = 15.0' (TYP.), 8.0' (MIN.) AS SHOWN ON THE

(T Y P

(TYP)

TESTING NOTES

RESULTS ARE COMPLETE/ACCEPTED.

REMOVE PVC BOND BREAKER AND PUMP SECONDARY GROUT WHEN 8.

PROVIDE PVC BOND BREAKER BETWEEN SOIL AND NAIL AS SHOWN.7.

VERIFY BONDED LENGTH OF NAIL PRIOR TO TESTING.6.

EXCAVATION.

PERFORM VERIFICATION TESTS AT EXISTING GROUND SURFACE, PRIOR TO 5.

DISTRIBUTED ALL ROWS OF NAILS, AT LOCATIONS SELECTED BY THE CITY.

PROOF TEST A MINIMUM OF 5% OF THE PRODUCTION NAILS EVENLY 4.

LENGTH = 5 FT FOR ALL PROOF TESTS.

USE A BOND LENGTH = 10 FT FOR ALL PROOF TESTS. USE AN UNBONDED3.

TESTS.

USE A PROOF TEST DESIGN TEST LOAD (P) = 11.3 KIPS FOR ALL PROOF 2.

SOIL NAILS SPECIAL PROVISION.

PERFORM ALL PROOF TESTING IN ACCORDANCE WITH THE ITEM 9000-0001 1.

WITH MATCHING EPOXY COATED NUT

GRADE-80 KSI, EPOXY COATED, ALL THREAD #8 BAR

CONNECTION CLIPS, AND OTHER HARDWARE SUPPLIED BY GEOBRUGG.

INCLUDING STEEL WIRE MESH REINFORCEMENT, SPIKE PLATES,

TECCO G65/3 HIGH-TENSILE STEEL WIRE MESH REINFORCEMENT SYSTEM 1.

SOIL NAIL NOTES

WITHIN 12" OF END OF BAR

EXTEND GROUT TUBE TO

PVC CASING TO ACT AS BOND BREAKER

(ITEM 9000-0002)

HIGH TENSILE STEEL WIRE MESH

TURF REINFORCEMENT MAT

SEE TESTING NOTE 8

SECONDARY GROUT

SEE TESTING NOTE 8

PRIMARY GROUT

UNBONDED LENGTH (TEST NAILS ONLY) SEE TESTING NOTES

30°

(INCIDENTAL TO SOIL NAIL PAY ITEM)

THROUGH CONCRETE RUBBLE

SCHEDULE 80 PVC SLEEVE

GROUT TUBE

NTS

NAIL HEAD IN CONCRETE RUBBLE

(ITEM 9000-0002)

HIGH TENSILE STEEL WIRE MESH

SOIL NAIL

HEAD OF

3'-0" (M

IN.) SLEEVE

EXISTING SOIL AND CONCRETE RUBBLE

TO NAIL, FOR SPIKE PLATE.

CREATE FLAT SURFACE, ORTHOGONAL

REMOVE RUBBLE AS NECESSARY TO

2018 LANDSLIDE FAILURE / PARTIAL REPAIR AREA

ANTICIPATED CONCRETE RUBBLE WITHIN LIMITS OF

30 DEGREES, TYP.

BOREHOLE

(DEPTH VARIES)

BOTTOM OF EXISTING RUBBLE

TURF REINFORCEMENT MAT

NTS

PROPOSED GRADE

NTS

NAIL HEAD SECTION DETAILSOIL NAIL HEAD PLAN DETAIL

NAIL HEAD DETAILS

TURF REINFORCEMENT MAT

TOPSOIL (TYP.)

3.27"

5.63"

(SEE SOIL NAIL NOTE 1)

STEEL WIRE MESH

TECCO G65/3 HIGH TENSILE

(SEE SOIL NAIL NOTE 1)

SPIKE PLATE P33, GALVANIZED

EPOXY COATED

GALVANIZED OR

AASHTO M291, GRADE B,

WITH SPHERICAL WASHER

SEAT OR FLAT NUT

WITH SPHERICAL

HEAVY HEX NUT

EXISTING SOIL

REV

REVISIONS DATE BY APPD

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PE079465

ERIC R. HOLLAND

GEOTECHNICAL DETAILS SHEET 3 OF 5

GREENLEAF STREET

ROW 2 R2-1 TO R2-19

(TYP.)

ROW 3 R3-1 TO R3-26

ROW 4 R4-1 TO R4-31

ROW 5 R5-1 TO R5-50

ROW 6 R6-1 TO R6-53

ROW 7 R7-1 TO R7-56

ROW 8 R8-1 TO R8-46

ROW 1 R1-1 TO R1-6

WITHOUT OVERLAP

VERTICAL NORMALLY

MESH CONNECTION

CONNECTION CLIP T3

NTS

WIRE MESH CONNECTION DETAIL

MANUFACTURERS RECOMMENDATION

CONCEPTUAL - INSTALL AS PER

DETAIL A

WIRE MESH FACING

NTS

(TYP.)

SOIL NAIL/SPIKE PLATE TOP BOUNDARY ROPE, HEAVY TYPE

LATERAL BOUNDARY ROPE, HEAVY TYPE

ROPE ANCHOR, MINIMUM 10' LENGTH

2 STRANDED, SPIRAL WIRE LATERAL

LENGTH

MINIMUM 10'

ROPE ANCHOR,

SPIRAL WIRE TOP

2 STRANDED,

SECOND DIAMOND)

(ONE PRESS CLAW EVERY

PRESS CLAW TYPE 2

THIRD DIAMOND)

CLAW EVERY

(ONE PRESS

PRESS CLAW TYPE 2

SEE DETAIL A

(T Y

5' (MAX.) 5' (MAX.)

HEAVY TYPE

TOP BOUNDARY ROPE,

ENDS OF MESH.

BOUNDARY ROPE AT

INSTALL LATERAL

ROPE HEAVY TYPE:

LATERAL BOUNDARY

BOUNDARY ROPES

AND BOTTOM

BELOW TOP

FOOT ABOVE AND

MINIMUM OF 1

EXTEND MESH A

HIGH TENSILE STEEL WIRE MESH

ROPE, HEAVY TYPE

BOTTOM BOUNDARY

ALONG THE TOP OF SLOPE

50' (MAXIMUM SPACING)

BOUNDARY ROPES EVERY

ANCHOR TOP AND BOTTOM

SPIRAL WIRE ROPE ANCHOR:

ELEVATION VIEW

WIRE MESH FACING

NTS

ELEVATION 1025

WEATHERING BENCH

LEVEL

TYPICAL SECTION

SOIL NAIL TREATMENT

NTS

Y P

30° (TYP)

SEE DETAILS ON SHEET

CONCRETE CAP FOR MICROPILES

TRAIL

EXISTING

SEE DETAILS ON SHEET

MICROPILE

PROPOSED TRAIL

SEE DETAILS ON SHEET

GEOGRID REINFORCED SOIL SLOPE

ROW 8

ROW 7

ROW 6

ROW 5

ROW 4

ROW 1

ROW 2

ROW 3

EMERALD VIEW TRAIL CONSTRUCTION �

NOTE 3

SEE SOIL NAIL

8' LENGTH

ROW

NORTHING EASTING

COORDINATES

ELEVATIONSTATION

402+60.00

402+82.50

402+70.00

402+67.50

402+40.00

402+22.50

402+20.00

402+12.50

400+35.00

400+07.50

400+10.00

400+22.50

400+90.00

400+97.50

401+30.00

401+87.50

411867.0042

411894.3231

411867.3913

411855.9597

411825.1097

411805.9427

411798.9446

411787.8902

411727.8546

411720.5825

411714.3061

411708.3617

411721.5091

411720.4297

411737.0584

411770.2277

1334717.9496

1334723.8511

1334730.9442

1334737.6968

1334728.2428

1334721.8164

1334724.6572

1334724.4089

1334540.6638

1334510.4058

1334519.2778

1334541.1931

1334619.6119

1334630.5664

1334659.2367

1334706.6529

1027.0

1032.0

1037.0

1042.0

1046.9

1052.0

1056.7

1062.0

1027.0

1032.0

1037.0

1042.0

1047.2

1052.5

1062.0

SOIL NAIL COORDINATE TABLE

END

BEGIN

END

COORDINATES ARE AT THE NAIL HEAD.2.

ON THE DETAIL AND ELEVATION VIEWS.

TO DETERMINE LAYOUT OF THE REMAINING NAILS BASED UPON THE DIMENSIONS PROVIDED

COORDINATES ARE PROVIDED AT THE BEGIN AND END TREATMENT LOCATION. CONTRACTOR 1.

SOIL NAIL COORDINATE TABLE NOTES:

TO GROUT THE NAILS THROUGH THE RUBBLE

THE SLOPE ABOVE THE TRAIL. UTILIZE SLEEVES

CONCRETE RUBBLE IS PERSISTENT THROUGHOUT

NO. 8 BAR, 80 KSI (TYP)

SOIL NAILS, 5' VERTICAL X 5' HORIZONTAL SPACING,

- ROW 3 NAILS: R3-1 THROUGH R3-7

- ROW 2 NAILS: R2-1 THROUGH R2-12

- ROW 1 NAILS: R1-1 THROUGH R1-6

STATION 400+97.50 AND STATION 402+12.50.

INSTALL 8' LONG SOIL NAILS AT THE FOLLOWING LOCATIONS BETWEEN 3.

SEE WIRE MESH FACING AND CONNECTION DETAILS THIS SHEET.2.

ORTHOGONAL TO NAIL.

REMOVE CONCRETE RUBBLE AS NECESSARY TO PROVIDE A FLAT SURFACE, 1.

SOIL NAIL NOTES:

SEE SOIL NAIL NOTE 3

15' LENGTH UNLESS NOTED OTHERWISE

(TYP.)

PLATE ASSEMBLY

SOIL NAIL / SPIKE

S L O

P E

A L O

N G

M E

A S

U R

E D

Y P

2:1

REV

REVISIONS DATE BY APPD

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PE079465

ERIC R. HOLLAND

TYPICAL SECTION

GEOGRID REINFORCED SOIL (GRS) SLOPE TREATMENT

STA. 400+50.00 TO STA. 402+50.00

NTS

B. MINIMUM INTERNAL FRICTION ANGLE (Ø) = N/A - USE AASHTO NO. 8 COARSE AGGREGATE.

A. T10 = 5,480 POUNDS PER FOOT (CLASS 1, TYPE A GEOGRID, PET POLYMER).

PROJECT SPECIFIC DETAILS REQUIRED BY PENNDOT PUBLICATION 408, SECTION 223.2:7.

REINFORCED SOIL SLOPE ITEM.

EXCAVATION IS TO BE MEASURED AND PAID AS CLASS 1 EXCAVATION AND IS NOT INCIDENTAL TO THE GEOSYNTHETIC 6.

DO NOT DUMP FILL DIRECTLY ON EXPOSED GEOSYNTHETICS. PLACE ON PREVIOUSLY SPREAD MATERIAL AND BLADE OUT.5.

FLAT, PULLED TIGHT AND ANCHORED IN PLACE UNTIL BACKFILL IS PLACED.

BACKFILL GEOSYNTHETICS PRIOR TO THE END OF THE WORK DAY UNLESS OTHERWISE NOTED. PLACE GEOSYNTHETIC TO LAY 4.

DIRECTED.

SPECIFIC CONDITIONS, AND WHEN REQUIRED, MUST BE DESIGNED TO ACCOMMODATE SITE SPECIFIC NEEDS. PROVIDE AS

BETWEEN COARSE AGGREGATES AND SOILS. THE NEED FOR A DRAINAGE GALLERY MUST BE DETERMINED ACCORDING TO SITE

CONSISTING OF AASHTO NO. 57 COARSE AGGREGATE, COLLECTION PIPES, AND CLASS 4 TYPE A GEOTEXTILE SEPARATION

SLOPES CONSTRUCTED AGAINST OR OVER SEEPS OR SPRINGS ARE TO HAVE AN OPEN-GRADED DRAINAGE GALLERY TYPICALLY 3.

GEOTEXTILE MEETING THE REQUIREMENTS OF SECTION 735.

PUBLICATION 408, SECTIONS 738.1 AND 738.2 CLASS 1, TYPE A. SECONDARY REINFORCEMENT CONSISTS OF CLASS 4, TYPE A

SLOPES. PRIMARY GEOSYNTHETIC REINFORCEMENT CONSISTS OF A GEOGRID MEETING THE REQUIREMENTS OF PENNDOT

PROVIDE MATERIALS AND CONSTRUCT AS SPECIFIED IN SPECIAL PROVISIONS FOR GEOSYNTHETIC REINFORCED SOIL (GRS) 2.

FOR GEOSYNTHETIC REINFORCED SOIL SLOPE TYPE A DETAILS, REFER TO PENNDOT PUBLICATION 72M, RC-14M.1.

GEOGRID REINFORCED SOIL (GRS) SLOPE NOTES:

SEE UNDERDRAIN DETAIL THIS SHEET

11'-11"

PROPOSED TRAIL

GEOTECHNICAL DETAILS SHEET 4 OF 5

GREENLEAF STREET

2.0%

SEE DETAILS ON SHEET

MICROPILE

SEE DETAILS ON SHEET

CONCRETE CAP FOR MICROPILES

SOIL NAILS (TYP)

SEE DETAILS ON SHEETS AND7 8

GEOSYNTHETIC REINFORCED SOIL SLOPE)

(12" MIN. THICKNESS ON TOP OF THE

EMBANKMENT - TRAIL SURFACE AND BACKFILL

SELECTED BORROW EXCAVATION, GRANULAR

12" (MIN.)

EXISTING TRAIL

ELEVATION 1025

LEVEL WEATHERING BENCH

18" (TYP.)

8' MINIMUM

SEE NOTE 7A

PRIMARY GEOSYNTHETIC (TYP.)

SECONDARY GEOSYNTHETIC (TYP.)

ELEV. 1032

BEYOND END OF GEOSYNTHETIC

12" MINIMUM BACKFILL

REINFORCED SOIL SLOPE ITEM)

(INCIDENTAL TO THE GEOSYNTHETIC

NO. 8 COARSE AGGREGATE

EMERALD VIEW TRAIL CONSTRUCTION �

SEE NOTE 6

CLASS 1 EXCAVATION

12" MINIMUM

TURF REINFORCEMENT MAT (TYP.)

UNDERDRAIN DETAIL

NTS

NO. 8 COARSE AGGREGATE

CONCRETE CAP AND OUTLET THE PIPE TO THE SLOPE FACE.

ENDS OF THE UNDERDRAIN PIPE AT THE ENDS OF THE MICROPILE

BELOW THE BOTTOM ROW OF SOIL NAILS. CROSS THE TRAIL WITH BOTH

RUN UNDERDRAIN PIPE ALONG THE BOTTOM OF THE PROPOSED SLOPE

6" PIPE UNDERDRAIN, TYPE II BACKFILL

GEOTEXTILE, CLASS 1

12" (MIN.)

GEOGRID REINFORCEMENT

PREPARED FOUNDATION

MATERIAL TO A 2:1 FINISHED SLOPE.

MICROPILE CAP WITH EMBANKMENT

REINFORCED SOIL SLOPE AND OVER THE

BACKFILL IN FRONT OF THE GEOGRID

ALLOWANCE FOR THREADED SPLICES 11/17/23 ERH1

1 WELDED SPLICES ARE NOT PERMITTED.

PROVIDE FLUSH-JOINT TYPE PIPE

CASING SPLICES, THREADS AND

JOINTS AS PER PUB 408 SECTION

1007.2(G). FIELD WELDED PIPE

SPLICES WILL NOT BE ACCEPTED.

REV

REVISIONS DATE BY APPD

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PE079465

ERIC R. HOLLAND

1001 1002 1003

-9.00%

-1 .8

-1 .5

V C

147'SSD

-0.55'MO

50'VC

816.84ELEV

1001+00.00PVI STA

676'SSD

-0.10'MO

50'VC

798.96ELEV

1002+00.00PVI STA

-8 .3

- 8 .2

- 8 .9

- 7 .8

- 7 .1

- 7 .4

- 7 .9

-8 .0

- 8 .3

- 8 .4

- 7 .0

2.00% 2.00%

10'-0" 10'-0"

LANELANE

10:1

EXISTING GROUND

TYPICAL SECTION - GREENLEAF STREET

STA. 1000+50.00 TO STA. 1003+12.56

NOT TO SCALE

CONCRETE DEEP CURB, 7" HEIGHT (ITEM 9000-0032)

CONCRETE DEEP CURB, 4" HEIGHT (ITEM 9000-0031)

8' EXTRA LENGTH POSTS

TYPE 31-S GUIDE RAIL WITH

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 9.5 MM MIX, 1 1/2” DEPTH, SRL-E

POINT

GRADE

EXISTING GROUND

50 FEET0 25

ROADWAY RECONSTRUCTION DETAILS

GREENLEAF STREET

STA. 1000+50.00

RECONSTRUCTION

BEGIN FULL DEPTH

STA. 1003+12.56

END FULL DEPTH RECONSTRUCTION

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64S-22, 10 TO < 30 MILLION ESALS, 19.0 MM MIX, 2 1/2” DEPTH

ASPHALT TACK COAT

(ITEM 9301-0006)REINFORCED CEMENT CONCRETE PAVEMENT, 10" DEPTH

SUBBASE 8" DEPTH (NO. 2A)

0 FEET25 25 50

HORIZONTAL

VERTICAL

0 FEET5 5 10

FOR CITY STREET

LEGAL R/W LINE

R C

ITY

REE

GAL

LIN

R C

ITY

REE

GAL

LIN

FOR CITY STREET

LEGAL R/W LINE

FOR CITY STREET

LEGAL R/W LINE

P C

P T

19.23'

17.90'

HEIGHT TRANSITION

TYPE 2-S TO TYPE 31-S GUIDE RAIL

STA. 1003+12.56, LT.

END TYPE 31-S GUIDE RAIL

HEIGHT TRANSITION

TYPE 2-S TO TYPE 31-S GUIDE RAIL

STA. 1000+08.88, LT.

BEGIN TYPE 31-S GUIDE RAIL

20'

PLAN VIEW

PROFILE VIEW

PROPOSED GRADE

SURVEY & CONSTR

(INCIDENTAL TO PAVING ITEMS)

ASPHALT TACK COAT PG 64-22

(INCIDENTAL TO PAVING ITEMS)

ASPHALT TACK COAT PG 64-22

25 FEET0 12.5

CURB AROUND EXISTING INLET

DETAIL - WIDENED PAVEMENT AND

P C

P T

POINT 1

POINT 2

POINT 3

POINT 4

POINT 5

POINT 6

POINT 7

POINT 8

(TO REMAIN)

EXISTING INLET

THE EXISTING INLET SEE DETAIL ABOVE.

THE WIDENED PAVEMENT AND CURB AROUND

FOR ADDITIONAL INFORMATION REGARDING

EXISTING INLET (TO REMAIN)

SURVEY & CONSTR. �

GREENLEAF STREET

SURVEY & CONSTR. �

GREENLEAF STREET

WITH PENNDOT PUBLICATION 72M, RC-20M.

NOTE: CONSTRUCT CONCRETE JOINTS IN ACCORDANCE

RADIUS = 2'

1001+94.74

1001+84.63

1001+83.08

1001+82.61

1001+81.98

1001+74.17

1001+73.50

1001+42.59

POINT STATION

10.00 RT.

11.87 RT.

13.25 RT.

14.82 RT.

16.87 RT.

12.21 RT.

14.29 RT.

10.00 RT.

OFFSET

IS INCIDENTAL TO GUIDE RAIL ITEM.

3) TYPE 2-S TO TYPE 31-S GUIDE RAIL TRANSITION

2) FOR HORIZONTAL CURVE DATA SEE SHEET

COORDINATES SEE SHEET

GREENLEAF STREET SURVEY & CONSTR. �1) FOR

NOTES:

P C

BINDER COURSE

ASPHALT TACK COAT

CONCRETE PAVEMENT

SUBBASE

MILLING OF BITUMINOUS PAVEMENT SURFACE, 4" DEPTH (INCIDENTAL TO PAVING ITEMS)

MILLING OF BITUMINOUS PAVEMENT SURFACE, 1 1/2" DEPTH (INCIDENTAL TO PAVING ITEMS)

ASPHALT TACK COAT PG 64-22 (INCIDENTAL TO PAVING ITEMS)

SAWCUT OF EXISTING PAVEMENT (INCIDENTAL TO PAVING ITEMS) WEARING COURSE

TYPICAL TIE IN DETAIL TO EXISTING PAVEMENT

NOT TO SCALE

EXISTING PAVEMENT

SHOWN ON RC-20M SHEET 2 OF 15. (INCIDENTAL TO PAVING ITEMS)

FOR EXISTING CONCRETE PAVEMENT, INSTALL DEFORMED TIE BAR AS

10:1

2'-0"

(MIN.)

2'-0"

(MIN.)

D /2

SGN

CONCRETE CURB

A R E A

IPR

A P

W A

L L

W A

L L

PAVIN

GBIT

UMIN

OUS

A R

M P

O S T

PAVING

CONCRETE

PAVING

CONCRETE

A R

M P

O S T

SOUTH MAIN STREET

PAVING

CONCRETE

WALL

CONCRETE CURB

WALL

R A

P A

R E

CONCRET

CURB

GRASS

SHEDDECK

WOODED AREA

WOOD PLANTER

WOOD RETAINING WALL

GREENLEAF STREET

GRASS

N C

CURB

CONCRETE SIDEWALK

HIGHWAY WALL

CONC CURB

BILLBOARD

CONCRETE WALL

WOODED AREA

DRIVE

BITUMINOUS

SLIDE

I- L

I- R

H T

S O

U T

H S

D O

W N

T O

W N

A S

R E W

E S

T E

N D B

O R

T H

BILLBOARD

C R O S S

N O P

E D E S

O N E W

A Y

N O L

U R N

P U S E C

R O S S

W A

C R O S S

N O P

E D E S

N E L

H W

A Y

A D

CONC C

URB

E D

POLE# 33769

T A

L T

R A

F F

B.H.

OOD DECK

B.H.

R O

C K F

A C E

AREA

SEEP

SEEP AREA

E M

A R K E R

18" CPP

P P

METER

ELEC

R N E R S

T R E E T (U

N O P E N E D

CITY OF PITTSBURGH

MARTIN MEDIA

OF TRANSPORTATION

PENNSYLVANIA DEPARTMENT

COMMONWEALTH OF

CITY OF PITTSBURGH

MEDIA

MARTIN

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

CITY OF PITTSBURGH

SHEET

REV

REVISIONS DATE BY APPD

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U T

P U

T /C

O M

P /C

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PE079465

ERIC R. HOLLAND

CITY OF PITTSBURGH

GF-3

GF-4

GF-1

GF-2

GF-5

GF-6

B-36

W-133 W-132

W-131 W-130

B-32

B-60

B-35

B-61

B-37

840.5

TP-1-G

832.2

TP-2-G

830.9

TP-3-G

809.7

TP-4-G

805.5

TP-6-G

801.1

TP-5-G

TP-7-G

FOR CITY STREET

LEGAL R/W LINE

FOR CITY STREET

LEGAL R/W LINE

REE

W L

FOR CITY STREET

LEGAL R/W LINE

FOR CITY STREET

LEGAL R/W LINE

�DSM TREATMENT CONSTRUCTION

201202203204205 200

LEGEND

LANDSLIDE LIMITS

APPROXIMATE ANCIENT

LANDSLIDE LIMITS

APPROXIMATE RECENT

13MATCHLINE - SEE SHEET

SEE SHEET

FOR SOIL BORING PROFILE

15 B

SEE SHEET

FOR SOIL BORING PROFILE

14 A A SEE SHEET

FOR SOIL BORING PROFILE

SEE SHEET

FOR SOIL BORING PROFILE

15B

0 FEET25 25 50

GREENLEAF STREET

LANDSLIDE/CREEP AREA

LIMITS OF ANCIENT

PARTIAL REPAIR AREA

LANDSLIDE FAILURE/

LIMITS OF 2018

HISTORICAL BORINGS

TEST PITS

DRILLED BORINGS

SHEET 1 OF 2

EXISTING BORING PLAN

T T

R A

DIRT TRAIL

SKOOKUM FIE

B R A D

STONE WALL

ROCK FACE

B.H.

S G

E M

A R K E R

B.H.

CCCCCCCC

R O

C K

C E

GENE L. SVRCEK

PAUL J. GITNIK AND

LLC

PROPERTIES

MARIPOSA

SARA DUBRAVCAK

KREHEL AND

NICHOLAS MICHAEL 17

TIGHE

THOMAS C.

CITY OF PITTSBURGH

BRAD

REE

T (U

N O

H O

R N E R S

T R E E T (U

N O P E N E D

E U S T A

C E W

A Y (U

N O P E

N E

CITY OF PITTSBURGH

SHEET

REV

REVISIONS DATE BY APPD

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T /C

O M

P /C

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PE079465

ERIC R. HOLLAND

GF-7

GF-8

GF-9

GF-10

GF-11

EMERALD VIEW TRAIL CONSTRUCTION �

400401402403 400

CIE

LANE

LANDSLIDE LIMITS

APPROXIMATE ANCIENT

LANDSLIDE LIMITS

APPROXIMATE RECENT

EMERALD VIEW TRAIL

LEGEND

GREENLEAF STREET

0 FEET25 25 50MATCHLINE - SEE SHEET 12

LANDSLIDE/CREEP AREA

LIMITS OF ANCIENT

PARTIAL REPAIR AREA

LANDSLIDE FAILURE/

LIMITS OF 2018

HISTORICAL BORINGS

TEST PITS

DRILLED BORINGS

SHEET 2 OF 2

EXISTING BORING PLAN

760760

765765

770770

775775

780780

785785

790790

795795

800800

805805

810810

815815

820820

825825

830830

FILL / COLLUVIUM

RESIDUUM

BEDROCK

TOP O

F B

EDROCK

MINIMUM BOTTOM OF MIXED ZONE

OTT

F M

ZONE

O F

BEDRO

RESIDUUM

FILL / COLLUVIUM

BEDROCK

CITY OF PITTSBURGH

SHEET

REV

REVISIONS DATE BY APPD

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.b e n tl e y

.c o m :g f n e t-p w

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U T

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O M

/C I V

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A D

/P L

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S o il P r o f il e A

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PE079465

ERIC R. HOLLAND

HORIZONTAL

FEET25 25 50

VERTICAL

FEET5 5 10

201202203204205

SOIL PROFILE A-A

GREENLEAF STREET

EXISTING GROUND

NOTE: FOR PLAN VIEW SEE SHEET 12

29.0'

EL. 779.5'

w/ Sand, (A-4/GM) Silty GRAV w/ Sand, (A-1-a/GP-GM)

SILTSTONE FRAGMENTS

SILTSTONE

LIMESTONEArg

COAL

CLAYSTONE

50(0)

100(67)

100(40)

145/ 0.3'

133/ 0.3'

90(0)

STA. 201+89.35,

EL. 808.5 ft. 0.8 ERa

BORING B-60

N60

REC% / (RQD)%

24 hr. Elev.: 786.5 ft.

0 hr. Elev.: 788.5 ft.

50.0'

EL. 741.6'

s/ Grav (a-6/cl) , s/ Sand,Lean CLAY l/ Grav (a-2-6/sc) ,Clayey SAND w/LIMESTONE

CLAYSTONE

74(21)

>67/ 0.4'

>67/ 0.2'

STA. 204+66.09,

EL. 791.6 ft. 0.8 ERa

BORING GF-1

N60

REC% / (RQD)%

24 hr. Elev.: 761.1 ft.

0 hr. Elev.: 777.1 ft.

41.0'

EL. 750.2'

s/ Grav (a-2-6/sc) ,Clayey SAND s/ Sand (a-1-b/gm) ,Silty GRAV s/ Grav, l/ Sand (a-6/cl) ,Lean CLAY

COAL

s/ Grav (a-2-6/sc) ,Clayey SAND

, (a-1-b/gm)Silty GRAV

LIMESTONE

, (a-6/cl)Lean CLAY

LIMESTONE

34(0)

0(0)

85(35)

100(40)

84(46)

>67/ 0.4'

>67/ 0.2'

>67/ 0.1'

STA. 203+54.44,

EL. 791.2 ft. 0.8 ERa

BORING GF-3

N60

REC% / (RQD)%

24 hr. Elev.: 755.0 ft.

0 hr. Elev.: 773.0 ft.

BORING B-37

STA. 203+75.00

REV

REVISIONS DATE BY APPD

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/g f n e t-p w

.b e n tl e y

.c o m :g f n e t-p w

/D o c u m e n ts /P r o je c ts

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S o il P r o f il e B

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PE079465

ERIC R. HOLLAND

770770

775775

780780

785785

790790

795795

800800

805805

810810

815815

820820

825825

830830

835835

840840

845845

850850

855855

860860

865865

870870

BEDROCK

RESIDUUM

FILL / COLLUVIUM

MINIMUM BOTTOM OF MIXED ZONE

RESIDUUM

FILL / COLLUVIUM

BEDROCK

TOP OF BEDROCK

MINIMUM

BOTTOM OF

MIXED ZONE

P O F

BED

201202203204

HORIZONTAL

FEET25 25 50

VERTICAL

FEET5 5 10

SOIL PROFILE B-B

GREENLEAF STREET

NOTE: FOR PLAN VIEW SEE SHEET 12

EXISTING GROUND

53.3'

EL. 781.1'

(a-6/cl)FRAGMENTS ROCK & Silty CLAY t/ Coal, (a-2-6/gc) l/ to s/ Silty Clay & Sand, ,ROCK FRAGMENTS

, (a-2-6/gc)ROCK FRAGMENTS

COMPLETELY WEATHERED

CLAYSTONE

LIMESTONE

LIMESTONECar

45(0)

74(0)

100(35)

100(60)

11/ 0.0'

132/ 0.3'

>67/ 0.4'

100(100)

>67/ 0.1'

>67/ 0.0'

>67/ 0.4'

>67/ 0.2'

STA. 201+89.97,

EL. 834.4 ft. 0.8 ERa

BORING B-61

N60

REC% / (RQD)%

24 hr. Elev.:NR

0 hr. Elev.: 826.1 ft.

50.0'

EL. 779.2'

s/ Sand (a-6/cl) ,GRAV & Lean CLAY l/ Sand (a-4/ml)

,SILT

w/SILTSTONE

CLAYSTONE

Silty SANDSTONE

SHALE

33(0)

40(0)

82(0)

84(0)

100(36)

48(0)

72(32)

>67/ 0.4'

>67/ 0.2'

111/ 0.3'

>67/ 0.4'

STA. 204+25.98,

EL. 829.2 ft. 0.8 ERa

BORING GF-2

N60

REC% / (RQD)%

24 hr. Elev.: 813.0 ft.

0 hr. Elev.: 813.4 ft.

30.0'

EL. 790.9'

s/ Grav (a-6/cl) ,Lean CLAY s/ Grav (a-2-6/sc) ,Clayey SAND s/ Sand (a-2-4/gm) ,Silty GRAV

Silty SANDSTONE

50(0)

96(10)

76(14)

>67/ 0.4'

>67/ 0.3'

STA. 203+53.94,

EL. 820.9 ft. 0.8 ERa

BORING GF-4

N60

REC% / (RQD)%

24 hr. Elev.: 805.1 ft.

0 hr. Elev.: 805.4 ft.

�DSM TREATMENT CONSTRUCTION

201202203204205 200

SGN

AREA

RIPRAP

CONCRETE CURB

G F-6

G F-3

AREA

RIPRAP

W A L L

PAVIN

GBITU

MIN

OUS

ARM

PAVING

CONCRETE

PAVING

CONCRETE

ARM

SOUTH MAIN STREET

PAVING

CONCRETE

WALL

CONCRETE CURB

WALL

R A

P A

R E

CONCRET

E C

URB

GRASS

WOODED AREA

WOOD RETAINING WALL

GREENLEAF STREET

GRASS

CONC

CURB

CONCRETE SIDEWALK

HIGHWAY WALL

CONC CURB

CONCRETE WALL

WOODED AREA

DRIVE

BITUMINOUS

LPI-2

I-3 R

H T

CRO

O P

CONC C

URB

B.H.

G F-1

B.H.

G F-2

B.H.

G F-4

B.H.

G F-5 B.H.

B.H.

ARKER

18" CPP

" C

P P

METER

ELEC

CITY OF PITTSBURGH

MARTIN MEDIA

OF TRANSPORTATION

PENNSYLVANIA DEPARTMENT

COMMONWEALTH OF

CITY OF PITTSBURGH

MEDIA

MARTIN

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

COMPANY

RAILROAD

WEST VIRGINIA

PITTSBURGH &

CITY OF PITTSBURGH

SHEET

REV

REVISIONS DATE BY APPD

p w

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-0

/D o c u m e n ts

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L O

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P la n ti n g P la n

-0

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-2

P L O

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PE079465

ERIC R. HOLLAND

CITY OF PITTSBURGH

FOR CITY STREET

LEGAL R/W LINE

FOR CITY STREET

LEGAL R/W LINE

GAL

R /W

FOR CITY STREET

LEGAL R/W LINE

FOR CITY STREET

LEGAL R/W LINE

MATCHLINE - SEE SHEET

GREENLEAF STREET

SHEET 1 OF 2

PLANTING PLAN

0 FEET25 25 50

H O

R N

STR

EET (U

PEN

LEGEND

DEEP SOIL MIXING

ROCK BUTTRESS

DRAINAGE CHANNEL

ORNAMENTAL FRUIT TREE

DECIDUOUS SHADE TREE

EVERGREEN TREE

NOTE: PLANTING LOCATIONS SHOWN ARE APPROXIMATE.

T T

R A

DIRT TRAIL

SKOOKUM FIELD

B R A D

R O

C K F

A C E

STONE WALL

TELECOMMUNICATIONS TOWER

E M

A R K E R

S G

E M

A R K E R

R O

C K

C E

GENE L. SVRCEK

PAUL J. GITNIK AND

LLC

PROPERTIES

MARIPOSA

SARA DUBRAVCAK

KREHEL AND

TIGHE

THOMAS C.

CITY OF PITTSBURGH

SHEET

REV

REVISIONS DATE BY APPD

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PE079465

ERIC R. HOLLAND

EMERALD VIEW TRAIL CONSTRUCTION �

400401402403 400

MICROPILES

GENE L. SVRCEK

PAUL J. GITNIK AND

LLC

PROPERTIES

MARIPOSA

SARA DUBRAVCAK

KREHEL AND

NICHOLAS MICHAEL

TIGHE

THOMAS C.

E U S

C E W

A Y (U

N O

N E D

BRADLE

REE

T (U

NOPE

NED)

(U N

PEN

H O

R N

STR

EET

CITY OF PITTSBURGH

GREENLEAF STREET

SHEET 2 OF 2

PLANTING PLAN

DRAINAGE CHANNEL

ORNAMENTAL FRUIT TREE

DECIDUOUS SHADE TREE

EVERGREEN TREE

0 FEET25 25 50

EMERALD VIEW TRAIL

REINFORCED SOIL

LIMITS OF GEOGRID

LIMITS OF SOIL NAILS

MICROPILES

LEGEND

MATCHLINE - SEE SHEET

NOTE: PLANTING LOCATIONS SHOWN ARE APPROXIMATE.

REV

REVISIONS DATE BY APPD

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PE079465

ERIC R. HOLLAND

SUMMARY OF QUANTITIES 18

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PE079465

SUMMARY OF QUANTITIES 19

REV

REVISIONS DATE BY APPD

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48TABULATION OF QUANTITIES 20

ROADWAY

C O

PE079465

REV

REVISIONS DATE BY APPD

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48TABULATION OF QUANTITIES 21

C O

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48TABULATION OF QUANTITIES 22

C O

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REVISIONS DATE BY APPD

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48TABULATION OF QUANTITIES 23

MISCELLANEOUS

C O

SOIL EROSION / SEDIMENTATION CONTROL:

COMPLETION AND FINAL ACCEPTANCE OF THE PROJECT.

MAINTAIN, IN GOOD CONDITION, ALL EROSION AND SEDIMENT POLLUTION CONTROL MEASURES UNTIL

SPECIFIC ITEM OF WORK COVERED AND SHALL BE STRICTLY ADHERED TO, AND THE CONTRACTOR SHALL

SHALL BE IMPLEMENTED PRIOR TO COMMENCEMENT OF AND/OR DURING CONSTRUCTION OF ANY

TO RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES. THE REQUIREMENTS SET FORTH IN THIS PLAN

INSTRUCTIONS OR DIRECTIONS RELATIVE TO THE EXECUTION OF THIS PLAN SHALL IN NO WAY OPERATE

OF A FIELD DECISION. HOWEVER, FAILURE OF THE ACCD AND/OR DEP AREA REPRESENTATIVE TO ISSUE

DEP'S AREA REPRESENTATIVE INVOLVING EROSION AND SEDIMENT POLLUTION CONTROL AS A RESULT

THE CONTRACTOR SHALL BE RESPONSIBLE TO FOLLOW ANY INSTRUCTIONS FROM THE ACCD AND/OR

COUNTY CONSERVATION DISTRICT.

PLAN. ANY ALTERNATE PLAN MUST BE APPROVED BY THE REPRESENTATIVE AND THE ALLEGHENY

TO SUBMIT AN ALTERNATE EROSION AND SEDIMENTATION CONTROL PLAN IN LIEU OF THE APPROVED

PLAN REVISIONS MUST BE APPROVED BY THE REPRESENTATIVE. THE CONTRACTOR SHALL BE PERMITTED

BE MADE WITHOUT APPROVAL OF DEP AND THE ALLEGHENY COUNTY CONSERVATION DISTRICT. OTHER

WHICH DO NOT CHANGE THE CONTROL MEASURES AND FACILITIES OR THE POINTS OF DISCHARGE MAY

CONTRACTOR PERFORMING THE WORK AS A FUNCTION OF CONSTRUCTION TECHNIQUE. ONLY REVISIONS

WITH REGULATIONS PERTAINING TO SOIL EROSION AND SEDIMENTATION CONTROL BELONGS TO THE

BY THE REPRESENTATIVE AND THE ACCD. IN ADDITION, THE ULTIMATE RESPONSIBILITY FOR COMPLIANCE

TO ADJUST TO CHANGING SITE CONDITIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL

TO CONTROL SEDIMENTATION. MODIFICATIONS OF THE REQUIREMENTS HEREIN OR ON THE DRAWINGS

PREVENT THE CONTRACTOR FROM UTILIZING ADDITIONAL MEASURES TO PREVENT SOIL EROSION AND

STANDARDS. NOTHING CONTAINED WITHIN THESE PROVISIONS OR ON THE DRAWINGS IS INTENDED TO

THE REQUIREMENTS CONTAINED HEREIN AND/OR SHOWN ON THE DRAWINGS ARE MINIMUM

GENERAL EROSION CONTROL AND SEDIMENT CONTROL NOTES: GENERAL EROSION CONTROL AND SEDIMENT CONTROL NOTES:

OFF-SITE BORROW OR SPOIL AREAS:

CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE

SOLELY RESPONSIBLE FOR OBTAINING SUCH APPROVAL.

RECEIVE APPROVAL FROM THE ALLEGHENY COUNTY CONSERVATION DISTRICT. THE CONTRACTOR WILL BE

ANY VARIATION FROM THE APPROVED EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN MUST 39.

ACHIEVES FINAL GRADE DURING ANY UNFAVORABLE SEEDING SEASON.

DETAIL) WILL BE APPLIED IN ALL AREAS WHERE ACTIVITIES CEASE TEMPORARILY OR IF ANY DISTURBED AREA

TEMPORARY SEEDING WILL BE USED AS NEEDED. TEMPORARY SEED AND MULCH (IN ACCORDANCE WITH 38.

PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL

PA DEP AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW

E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE

THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING 37.

SCHEDULE A FINAL INSPECTION.

DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE ACCD AND/OR PA DEP TO

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL 36.

REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

CONVERSION OF THE BMPS. IN ORDER TO ENSURE RAPID RE-VEGETATION OF DISTURBED AREAS, SUCH

TO PERMANENT PCSM BMPS. IMMEDIATELY STABILIZE ALL AREAS DISTURBED DURING THE REMOVAL OR

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, REMOVE TEMPORARY E&S BMPS OR CONVERT THEM 35.

INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE ACCD AND/OR PA DEP FOR AN

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL 34.

STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE ACCD AND/OR PA DEP.

ENSURE THAT E&S BMPS REMAIN FUNCTIONAL UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY 33.

EROSION.

OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR 32.

ACCORDING TO THE STANDARDS OF THIS PLAN.

FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED

CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. 31.

WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

PROVISIONS. STABILIZE THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR IN ACCORDANCE

REACTIVATED WITHIN 1 YEAR, IN ACCORDANCE WITH THE TEMPORARY STABILIZATION TECHNICAL

BLANKETING AS DESCRIBED IN THE PLAN. STABILIZE AREAS NOT AT FINISHED GRADE, WHICH WILL BE

RATE OF 3.0 TONS PER ACRE. DURING NON-GERMINATING MONTHS, APPLY MULCH OR PROTECTIVE

THROUGH THE USE OF HYDROSEEDING TECHNIQUES OR CONVENTIONAL SEEDING AND MULCHING AT THE

SUFFICIENT TIME TO GERMINATE BY OCTOBER 15 OF EACH YEAR. SEEDING WILL BE ACCOMPLISHED

OR SUBAREA OF THE PROJECT. AREAS UTILIZING VEGETATIVE STABILIZATION MUST BE SEEDED/ PLANTED IN

STABILIZE ALL DISTURBED AREAS IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA 30.

MINIMUM OF 2 INCHES OF TOPSOIL.

MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A

INCHES ON COMPACTED SOILS) PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A

AREAS WHICH ARE TO BE TOPSOIL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES (6 TO 12 29.

FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 28.

INTO FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED 27.

INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

VEGETATION, ORGANIC MATERIALS, LARGE STONES, AND OTHER OBJECTIONABLE MATERIALS THAT WOULD

FILL MATERIAL SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD OR OTHER WOODY 26.

LAYERED LIFTS AT 95% DENSITY.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES OF LOOSE STATE 25.

CODES.

STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR

SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, OTHER MOVEMENTS. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, ENSURE THAT CUT AND FILL SLOPES ARE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR 24.

ASSESSMENTS OR AUDITS, AND ANALYTICAL TESTING.

ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, PHASE ENVIRONMENTAL SITE

BASE SEARCHES, REVIEW OF OWNERSHIP AND USE HISTORY OF PROPERTY, SANBORN MAPS,

TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA

4. THE FILL MANAGEMENT DOCUMENT DEFINES ENVIRONMENTAL DUE DILIGENCE AS INVESTIGATIVE

DEMOLITION WASTE” (“HISTORIC FILL”).

WOOD AND COAL, INCINERATOR ASH, COAL ASH, SLAG, DREDGE MATERIAL AND CONSTRUCTION AND CONGLOMERATION OF SOIL AND RESIDUALS, SUCH AS ASHES FROM THE RESIDENTIAL BURNING OF

INCLUDE "MATERIAL USED TO BRING AN AREA TO GRADE PRIOR TO 1988 THAT IS A

THAT IS SEPARATE FROM OTHER WASTE AND RECOGNIZABLE AS SUCH. “CLEAN FILL” DOES NOT MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION DECOMPOSABLE INERT SOLID MATERIAL”). THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MANAGEMENT DOCUMENT DEFINES “CLEAN FILL” AS (“UNCONTAMINATED NON-WATER SOLUBLE, NON FOLLOWING DEP MANAGEMENT OF FILL POLICY INCLUDING ANY SAMPLING AND TESTING. THE FILL

3. CONTRACTOR TO ENSURE ALL EXCESS EXCAVATED MATERIAL REMOVED FROM THE SITE IS HANDLED

ASSOCIATED WITH THIS PROJECT QUALIFIES AS CLEAN FILL.

2. CONTRACTOR MUST USE ENVIRONMENTAL DUE DILIGENCE TO ENSURE THAT THE FILL MATERIAL

DEFINITION OF “CLEAN FILL”.

FILL. ALL FILL DEPOSITED ON SITE OR EXPORTED TO AN OFFSITE LOCATION MUST MEET DEP'S

1. CONTRACTOR TO ENSURE ALL FILL MATERIAL ASSOCIATED WITH THIS PROJECT QUALIFIES AS CLEAN

DEFINITION OF CLEAN FILL.

MATERIAL MUST MEET THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTIONS' (PA DEP) SAMPLE LOCATIONS AND FREQUENCY OF SAMPLING WITH THE TEST RESULTS. ALL FOREIGN BORROW FOR POLLUTION EXISTS, THE CONTRACTOR SHALL PERFORM OVERBURDEN ANALYSIS AND PROVIDE PA 15219 (412-241-7645) SHOULD ANY OFF SITE BORROW AND/OR WASTE SITES BE USED. IF POTENTIAL COUNTY CONSERVATION DISTRICT (THE HIGHLINE 317 EAST CARSON STREET SUITE 119, PITTSBURGH, THE SELECTED CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE ALLEGHENY

STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE 23.

SHOWN IN THE PLANS.

SEDIMENT POLLUTION CONTROL PROGRAM MANUAL” (MARCH 2012 INCLUDING LATEST REVISIONS) AND AS ACCELERATED EROSION AND SEDIMENTATION AND IN ACCORDANCE WITH THE PA DEP’S “EROSION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE THE POTENTIAL FOR 22.

WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES.

ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, 21.

REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.

CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS. ALL SEDIMENT CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN NO 20.

UNDISTURBED VEGETATED AREAS.

EXCAVATION REQUIRING DEWATERING NEEDS WILL BE CONVEYED TO A PUMPED WATER FILTER BAG OVER PUMP WATER FROM WORK AREA(S) ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN. ALL 19.

SURFACE WATER.

SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN.

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File details come from the government source that posted it. Updated Jun 27, 2025.