06-12-17 A S S O C I A T E S McLANE PWB TJM 1724 CV NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS IN DESIGN STAGE - STOP CALL 1-800-242-1776 PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS PA1System Inc. CALL BEFORE YOU DIG 1-800-242-1776 PENNSYLVANIA ONE CALL SYSTEM, INC. LIST OF DRAWINGS DESCRIPTION DWG. NUMBER C-1 CV C-2 C-3 LOOP TRAIL LAYOUT - SOUTH SECTION OVERALL LOOP TRAIL LAYOUT COVER LOOP TRAIL LAYOUT - NORTH SECTION N SITE C-3 C-2 JUNE 12, 2017
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McLANE - Dingman Township Park Loop Trail... · 2018-11-13 · mclane pwb tjm 1724 cv notice for construction phase and 10 working days in design stage - stop call 1-800-242-1776
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06-12-17
A S S O C I A T E SMcLANE
PWB
TJM
1724
CV
NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL 1-800-242-1776
PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS
PA1System Inc.
CALL BEFORE YOU DIG
1
-
8
0
0
-
2
4
2
-
1
7
7
6
PENNSYLVANIA ONE CALL SYSTEM, INC.
LIST OF DRAWINGS
DESCRIPTION
DWG.
NUMBER
C-1
CV
C-2
C-3
LOOP TRAIL LAYOUT - SOUTH SECTION
OVERALL LOOP TRAIL LAYOUT
COVER
LOOP TRAIL LAYOUT - NORTH SECTION
N
SITE
C-3
C-2
JUNE 12, 2017
9
4
9
2
9
2
94
96
98
1
3
0
0
02
3
0
2
8
2
4
2
2
2
0
1
8
1
6
1
4
1
2
1
0
0
8
0
6
0
4
2
6
3
2
32
3
4
1
3
3
6
3
4
3
6
30
1
3
0
0
9
8
9
6
9
4
1302
1304
1302
1300
1
3
0
6
1
3
1
0
1
3
1
2
1
3
2
0
1
8
1
6
1
4
10
1
2
08
0
6
1
0
0
8
0
6
1
3
3
6
1
3
3
4
1
3
0
2
1
3
0
4
1306
0
4
0
6
0
8
1
4
1
2
1
0
1
4
1
3
0
2
1
3
1
8
2
0
1
2
9
8
1
3
0
0
22
24
26
28
1
8
2
0
1
6
9
6
9
8
9
4
1
3
3
4
1
3
3
2
1
3
3
6
C-2
2
1
C-2
2
C-2
1
C-3
C-3
4
C-3
1
C-2
1
C-3
2
3
C-3
2
C-3
2
C-3
30B
Wurtsboro
442B
Wyom
ing
12
Gleneyre-K
im
bles
30B
Wurtsboro
442B
Wyom
ing
30B
Wurtsboro
38B
Sw
artsw
ood
30B
Wurtsboro
442B
Wyom
ing
30B
Wurtsboro
30B
Wurtsboro
RENO
MATTRESS
DS-1
DS-2
FOOTBRIDGE 2
FOOTBRIDGE 3
DS-1
DS-2
DS-1
RENO
MATTRESS
DS-1
FOOT
BRIDGE 4
LOOP TRAIL
STONE DUST
(STA. 42+50 - 44+67)
LOOP TRAIL
MULCH HYBRID
(STA. 31+00 - 42+50)
LOOP TRAIL
REMNANT ROAD
(STA. 0+00 - 3+50)
(STA. 28+00 - 31+00)
LOOP TRAIL
MULCH
(STA. 22+00 - 28+00)
LOOP TRAIL
MULCH
(STA. 0+00 - 22+00)
FOOT
BRIDGE 1
DS-1
SOIL TYPES
239C - OQUAGAVERY STONY LOAM; 8 TO 15 PERCENT SLOPES; EXTREMELYBOULDERY; POORLY SUITED TO BUILDING SITE DEVELOPMENT;AREAS OF ROCK OUTCROP NEED TO BE CONSIDERED;HYDROLOGIC GROUP C.
38B - SWARTSWOODSTONY FINE SANDY LOAM; 0 TO 8 PERCENT SLOPES;EXTREMELY STONY, WELL DRAINED; FAIRLY WELL SUITED TOBUILDING SITE DEVELOPMENT AND SANITARY FACILITIES;STONES AND BOULDERS ON THE SURFACE REQUIRE MORESITE PREPARATION.; HYDROLOGIC GROUP C.
30B - WURTSBOROSTONY FINE SANDY LOAM; 0 TO 8 PERCENT SLOPES;EXTREMELY STONY, MODERATELY WELL DRAINED; POORLYSUITED TO BUILDING SITE DEVELOPMENT AND SANITARYFACILITIES; HYDROLOGIC GROUP C.
442B/442C - WYOMINGVERY COBBLY SANDY LOAM; 3 TO 8 PERCENT SLOPES;SOMEWHAT EXCESSIVELY DRAINED FAIRLY WELL SUITED TOWOODLAND AND BUILDING SITE DEVELOPMENT; HYDROLOGICGROUP A.
12 - GLENEYRE-KIMBLESCOMPLEX, 0 TO 2 PERCENT SLOPES; VERY POORLY DRAINED;BEDROCK DEPTH VERY DEEP; 0 TO 7 INCH SEASONAL WATERTABLE; HYDROLOGIC GROUP D; HYDRIC SOIL.
LEGENDEXISTING
PROPERTY LINE
10' CONTOUR
2' CONTOUR
UTILITY POLE
BUILDING
ROAD
DRIVEWAY
STREAM
WETLAND
BIORETENTION AREA
06-12-17
A S S O C I A T E SMcLANE
PWB
TJM
1724
C-1
PROPOSED
= TRAIL
= RENO MATTRESS
= NPDES BOUNDARY(FOLLOWS PROPERTY LINE)
= LIMIT OF DISTURBANCE
LEGEND
C-3
C-2
94
96
98
1
3
0
0
0
2
3
0
2
8
2
4
2
2
2
0
1
8
1
6
1
4
1
2
1
0
0
8
0
6
0
4
2
6
3
2
32
3
4
1
3
3
6
3
4
3
6
30
1302
1304
1302
1300
1
3
0
6
1
3
1
0
1
3
1
2
1
3
3
6
1
3
3
4
1
3
0
2
1
3
0
4
1306
0
4
0
6
0
8
1
3
0
2
1
2
9
8
1
3
0
0
9
6
9
8
9
4
1
3
3
4
1
3
3
2
1
3
3
6
1
C-2
2
C-2
1
C-3
3
C-3
2
C-3
2
C-3
442B
Wyom
ing
30B
Wurtsboro
30B
30B
Wurtsboro
DS-1
DS-2
FOOTBRIDGE 2
FOOTBRIDGE 3
DS-1
DS-2
DS-1
RENO
MATTRESS
LOOP TRAIL
STONE DUST
(STA. 42+50 - 44+67)
LOOP TRAIL
MULCH HYBRID
(STA. 31+00 - 42+50)
LOOP TRAIL
REMNANT ROAD
(STA. 0+00 - 3+50)
(STA. 28+00 - 31+00)
LOOP TRAIL
MULCH
(STA. 22+00 - 28+00)
FOOT
BRIDGE 1
DS-1
LEGENDEXISTING
PROPERTY LINE
10' CONTOUR
2' CONTOUR
UTILITY POLE
BUILDING
ROAD
DRIVEWAY
STREAM
WETLAND
BIORETENTION AREA
06-12-17
A S S O C I A T E SMcLANE
PWB
TJM
1724
C-2
PROPOSED
= TRAIL
= RENO MATTRESS
= NPDES BOUNDARY(FOLLOWS PROPERTY LINE)
= LIMIT OF DISTURBANCE
LEGEND
2% CROSS SLOPE
RENO MATTRESS
7'-0"
UNDISTURBED
SUBGRADE
RENO MATTRESS - 6"
DEPTH
E
X
I
S
T
I
N
G
S
L
O
P
E
TRAIL
6'-0"
12'-0"
SECTION
PLAN
NOTES:1. RENO MATTRESS TO BE FILLED WITH R-3 STONE2. ALL MATTRESSES SHALL BE ZINC COATED3. THE FOUNDATION ON WHICH THE RENO MATTRESS IS TO BE PLACED ON SHALL BE LEVEL, AND GRADED TO THE ELEVATIONS AS SHOWN ON THE
PROJECT CONSTRUCTION DRAWINGS4. THE 1' OVERHANG SHALL BE APPLIED TO THE UPPER SIDE OF THE SLOPE5. ASSEMBLY OF MATRESSES SHOULD MEET ALL THE SPECIFICATIONS SET FORTH BY MACCAFERRI INC.6. SEE PLAN FOR LOCATIONS