SLIDE 2 BI TUMINOUS CONC CURB CONC CONC CURB CONC
I
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=
2 8 5
.
3
I
N V
=
2 8 5
.
6 6
G R A
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=
2 8 7
.
9 6
I
N V
=
2 8 7
.
3 6
G R A
T E
=
2 8 8
.
3 6
I
N V
=
2 7 1
.
7 5
G R A
T E
=
2 7 3
.
7 5
I
N V
=
2 7
.
7 3
G R A
T E
=
2 7 3
.
4 8
D
M
H
TAX MAP 08038 001
MICHAEL KOSTIC & FRANCES HOROFF
PARCEL 08 00 02506 00 6
TAX MAP 08038 037
MICHAEL KOSTIC & FRANCES HOROFF
PARCEL 08 00 03193 00 3
TAX MAP 08038 005
PARCEL 08 00 03250 00 9
MICHAEL & ROBYN MEIER
TAX MAP 08040 043
PARCEL 08 00 02503 00 9
THOMAS J. & DOLORES M. MYERS TAX MAP 08040 044
PARCEL 08 00 03190 00 6
G PRICE & ELIZABETH WILSON TAX MAP 08040 074
PARCEL 08 00 03245 00 5
ROBERT A. & WENDY LEE WADKINS
BUILDING.
MASONRY
1 STORY
BUILDING.
MASONRY
1 STORY
DWLG. MASONRY
2 STORY
DWLG. MASONRY
1.5 STORY
DWLG. MASONRY
1.5 STORY
B
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C O N C R
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B
ITUMINOUS
B E R
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BI TUMINOUS
B
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DECK
WOOD
GARAGE FRAME
RR TIES RR TIES
B I T U M I N O U S DECK WOOD DECK WOOD
CONC BLOCK CONC DWLG.
BRICK 2 STORY
GUTTER LINE BITUMINOUS HUTCH
RABBIT TRAMPOLINE RR TIES
B
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CONC B
ITUMINOUS
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FH M:\Transportation_Bridge\Hatboro\PMHBT008 - Corinthian Trail\Design\3. PMHBT008 Drawings\Plans\CONSTR\CP-02.dgn
DISTRICT
COUNTY ROUTE
SECTION SHEET REVISION
NUMBER
REVISIONS
DATE BY
RVE.tbl 1/23/2020
6-0
HATBORO BOROUGH MONTGOMERY
000
CPT
PH: (610) 940-1050, FAX: (610) 940-1161
PREPARED BY: 922 FAYETTE STREET, CONSHOHOCKEN, PA 19428
R
EMINGTON & ERNICK ENGINEERS
V
SCALE: NOTED DATE: 12/13/2019
DWG: BMO
DES: BMO CKD: JLD PROJECT #PMHBT008
SEE SHEET 5
25 50 FEET SCALE
CONSTRUCTION PLAN
5 OF 6
MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK MATCH EXISTING SIDEWALK
(TYP.)
CONCRETE SIDEWALK
PROPOSED 5' WIDE
(TYP.)
CONCRETE SIDEWALK
PROPOSED 5' WIDE
(TYP.)
CONCRETE SIDEWALK
PROPOSED 5' WIDE
SIDEWALK
TIE INTO EXISTING
TYPE 6 ADA CURB RAMP
SIDEWALK
TIE INTO EXISTING
TYPE 2 ADA CURB RAMP PROPOSED SIDEWALK
5' 5' 5' 6' 6' 6' 8' 8'
S S
TYP.
2.5'
TYP.
3.5'
TYP.
2'
LEGAL R/W LINE LEGAL R/W LINE LEGAL R/W LINE LEGAL R/W LINE
REMOVE BOLLARD ASPHALT PATH
6' WIDE
ASPHALT PATH
6' WIDE SPLIT RAIL FENCE
RETAINING WALL WITH
36" X 36"
W11-2
36" X 36"
W11-2
STA 500+35.05
LIMIT OF WORK
500 501
5 2
503 504 505
50' 50'
WITH CONCRETE CURB REPLACE RAILROAD TIES
HYDRANT
RELOCATE EXISTING
APRON
TYPE 1 DRIVEWAY
S S
24" X 12"
W16-9P
36" X 36"
W11-2
24" X 12"
W16-9P
36" X 36"
W11-2 DESIGN/BUILD TYPE 4A ADA CURB RAMP DESIGN/BUILD
CURB RAMP
TYPE 4A ADA DESIGN/BUILD
CURB RAMP
TYPE 4A ADA
SIDEWALK
TIE INTO EXISTING
DESIGN/BUILD TYPE 4A ADA CURB RAMP
TRENCH
STONE FILTRATION
T
R
E
N C H
S
T
O N
E
F
I
L T
R A
T
I
O N