.3 3 M R 9 .3IN 9 0W 8 2...PR OP S ED LIN 10’ O F BU ILDNG 8 " G 6 " 6 " EDG E O F R IGHT-OF-WA Y...
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Transcript of .3 3 M R 9 .3IN 9 0W 8 2...PR OP S ED LIN 10’ O F BU ILDNG 8 " G 6 " 6 " EDG E O F R IGHT-OF-WA Y...
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DD
#63
#62
12"
SIGNALPOLE
CMP
#60STO
P LINE
#1
#58
#57
MANHOLE
CMP
#56
SIGNAL
POLE
MON
CMP
CMP
TEL
#53
CMP
PAVEMENT
REMAINS
GATE
CH
AIN
LIN
K F
EN
CE
CIRF
BASE CRIMPEDIPF
GATE
CMP
CMP
CIRF
CIRF
GRAVEL
PAVEMENT REMAINS
CONCRETE
PAVEMENT REMAINS
#60.2
#60.11
GATE
BASE
IRF
RR SPIKE
FOUND
5/8"IRF
BROKEN
HYDRANT
6"x6"
GMF/DH
BOX
xx
GMF/DH
BLOCK RETAINING WALL
GRAVEL ROAD
MPOST
MPOST
GRAVELW
ALL
CONC.
CONC.
UGE
WATERMETER
UGE
UGE
UGE
42"
UGE
GRAVEL
CONC.
SHED
PAVEMENT
BUILDING
MON.
G
RD
1-STORY
STEEL
WOOD PIER
CONC.
REMAINS
REMAINS
CONC.
SS
SS
SS
24"VIT
24"VIT
WOOD
COVER
GRAVEL
SS
SS
SS
UGE
UG
E
UG
E
PAVEMENT
REMAINS
#60.5
CONCRETE
REMAINS
BUILDING
G
G
#60.3
G
G
G
G
G
G
BOX
PAVED
MON. IN
PUMP TOWER
#60.4
#60.6
CONCRETE COVER
TO OUTFALL
G
SURVEY
MARKER SIGN
GAS POST
REMAINS OF
BRIDGE
STONE RETAIN
ING WALL
INV.= -2.67
WOOD STORM
WOODEN PILE
REMAINS OF
LARGE STONE BLOCKS
AREA OF
GAS
TANK
x
PAVEMENT
DIRT PILE
RIM=15.42CL INV.=8.5
18"BRICK
RIM=13.74
CL INV.=2.8
24"R
CP
18"RCP
24"
42"
24"R
CP
24"R
CP
8"
12"W
12"W
MANHOLE
MON IN
18"BRICK
RIM=12.96
CL INV.=6.3
18"
18"
12"P
VC
18"
8"
RIM=13.10
INV. IN=4.4 18"INV. IN=4.4 8"
INV. IN=5.8 12"
INV. OUT=4.3 18"
8"
RIM=12.73
RIM=12.99
INV.=6.8 HOOD
INV.=9.8 HOOD
RIM=11.94
BOTTOM=5.2
RIM=13.79
INV. IN=3.8
INV. OUT=3.7
HYD.
RIM=1
4.66
CL IN
V.=2.0 SMH
RIM=1
4.88
RIM=10.4
CL INV.=2.0
INV. IN=6.9 8"
FOUNDATION
STONE PIER
G
G
WOODEN PILE
REMAINS OF
LIMIT
PIER
REMAINS
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
DOLPHIN
UGE
UG
E
UG
E
UGE
UGE
UGE
T
UGE
UGE
UGE
UGEG
8"
G2"
UG
E
SS
SS
42"
12"W
12"W
SD
SD
SD
SD
SD
G10"
G
G
G
10"
24"
10"
16"
G
6"
PAVED
ABOVE GROUNDGAS PIPES
ABOVE GROUND
GAS PIPES
CRUSHED STONE
CRUSHED STONE
CRUSHED STONE
ABOVE GROUND
PIPES
DIESAL
PUMP
PUMP
G16
"
W
G3"
G2"
8"
10"
16"
W
W
G10
"
G
G
G
G
G
8"G
G24"
G
G
8"
UGEUGE
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
ELECTRICBOXES
TANK
TANK
VAP
ORIZ
ER
BOIL
ER
UGE
UGE
TRANS.PAD
TRANS.PAD
PROPOSED LINE
10’ OFF BUILDING
8"
G
6"
6"
EDGE OF RIGHT-OF-WAY
SCALED PER PLAN REFERENCE 10
EDGE OF
RIGHT-
OF-WAY
SCALED PER
PLAN REFERENCE
10
ABOVE GROUND
PIPES
CHAIN LINK FENCE
CHAIN LINK FENCE
SMH
SMH
SMH
SMH
SMH
OUTFALL
RIPRAP
RR SPIKE
FOUND
CONCRETEBLOCK
CONCRETEBLOCKS
CONCRETE
UGE
ABUTMENT
REMAINS OF
ENERGYUSA PROPANE, INC.
RIGHT OF ACCESS
IN PAVED DRIVE
G
G
G
G
LOCATION OF THIS GAS LINE PROVIDED BY NORTHERN UTILITIES
SIGNAL POLE & SIGNDRAWBRIDGE UP WHEN FLASHING
NO PARKINGWATCH FOR TURNING TRAFFIC
STOP
CASCO BAY BRIDGE500 FT
BRIDGE TRAFFIC ONLYRT 77
WRONG WAY
CONC. STEPS
CONC.
RAMPLOADIN
G DOCK
PAVED
PAVED
BRICK SIDEWALK
12"C.I.
15"C.I.
24"VIT
RIM=13.79
RIM=1
4.08
CL IN
V.=3.1
15" INV. IN=3.7
20" INV. IN=5.2
12" INV. IN=5.4
INV. OUT=3.7
20"C.I.
RIM=12.58
12" INV. IN(a)=7.5
INV. OUT=6.1
12" INV. IN(b)=6.2
(a)
(b)
INV. IN
=4.0
24"C.I.
INV. O
UT=2.2
RIM=18.43
ICE COVEREDRIM=16.97INV. OUT=9.515"INV. IN=9.5
12"INV. IN=9.6
ELEVATION: 12.67’ (NGVD 1929)
STAMPED L 5 D.O.T. RESET 1997
ALUMINUM DISKBENCHMARK:
GRAYBAR BUILDING
B-107
B-102
B-109
42
0’-0
"
DETERMINED BY RESIDENT
EXACT LOCATION TO BE
PRECAST CONCRETE CURB
EXACT LOCATION TO BE DETERMINED BY RESIDENT
UNDERDRAIN - TYPE B (TYP.)
RESERVOIR STONE (TYP.)
FILL TO FINISHED GRADE WITH
PAVE TO WITHIN 2’ OF BOLLARDS
30’ –
6" CI INV. IN=12.0
BOTTOM HOOD OUT=11.6
RIM=15.21
BOTTOM HOOD OUT=12.2
RIM=15.28
BEACH STR
EET
W(REF.)
EXACT LIMITS TO BE DETERMINED BY THE RESIDENT
LIMITS OF DENSE GRADED PAVEMENT
EXACT LOCATION TO BE DETERMINED BY THE RESIDENT
PRECAST CONCRETE CURB TO PROTECT FENCE
EXACT LOCATION TO BE DETERMINED BY RESIDENT
TEMPORARY CONCRETE BARRIER - TYPE 1
(SEE SHEET #3)
DETERMINED BY RESIDENT
EXACT LOCATION TO BE
PRECAST CONCRETE CURB
(SEE SHEET #3)
PORTABLE CONCRETE BARRIER, ANCHORED
EE
B
B
AA
CC
Scale of Feet
PLAN
50 0 50 100
EXACT LIMITS TO BE DETERMINED BY RESIDENT
LIMITS OF POROUS PAVEMENT
FIELD BY THE RESIDENT
3. EXACT LIMITS OF WORK WILL BE DETERMINED IN THE
2. SEE TYPICAL SECTIONS FOR SECTION DETAILS.
WILL BE MADE UNDER APPROPRIATE CONTRACT ITEMS.
TO PLACEMENT OF ANY PAVEMENT STRUCTURE. PAYMENT
1. SITE SHALL BE GRADED TO AS-BUILT CONDITION PRIOR
NOTES:
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FENCE GATE POSTS AS DIRECTED BY RESIDENT
PRECAST CONCRETE CURB TO PROTECT
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EXACT LOCATION TO BE DETERMINED BY RESIDENT
TO PROTECT UTILITY PANEL
20’ - PORTABLE CONCRETE BARRIER, ANCHORED
Scale of Feet
10 0 10 20
LAYOUT SCALE
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TY
PIC
AL
SE
CTIO
NS
PROPOSED PAVEMENT STRUCTURE
(PLACED BY OTHERS)
EXISTING BASE
EXISTING FENCE
3’-0"
TYPICAL FENCE TRANSITION SECTION
NOT TO SCALE
3"
6"
3"
STONE RESERVOIR LAYER
(PLACED BY OTHERS)
EXISTING BASE
TYPICAL DENSE GRADED PAVEMENT SECTION
1’-0
"
SECTION C-C
NOT TO SCALE
SECTION A-A
TYPICAL EXISTING PAVEMENT TRANSITION SECTION
NOT TO SCALE
SECTION B-B
TYPICAL PROPOSED PAVEMENT TRANSITION SECTION
NOT TO SCALE
SECTION D-D
TYPICAL GRAVEL TRANSITION SECTION
NOT TO SCALE
SECTION E-E
TYPICAL EXISTING PAVEMENT TRANSITION SECTION (WITH UNDERDRAIN)
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(PLACED BY OTHERS)
EXISTING SUBGRADE
EXISTING PAVEMENT
PROPOSED POROUS PAVEMENT
3%, MAX.
35’-0"
1’-0
"
UNDERDRAIN
PROPOSED 6"1’-6
"
(PLACED BY OTHERS)
EXISTING SUBGRADESTONE RESERVOIR LAYER
ASPHALT TREATER PERMEABLE BASE
OPEN GRADED SURFACE COURSE
24’-0"
1’-0
"
NOT TO SCALE
42"
12"
32"
10"
8"2"
3"
NOT TO SCALE
18"
6�"
10"
TYPICAL PRECAST CONCRETE CURB SECTION
SALVAGED SUBBASE AGGREGATE
EXISTING GATE
EXISTING GROUND
POROUS PAVEMENT
20’-0" 20’-0" 20’-0"
3" HMA
(SEE TYPICAL SECTION)
6" HMA1.25%
1.25%
40’-0"
6"
6"
1.25%EXISTING PAVEMENT
EXISTING GROUND
PROPOSED DENSE GRADED HMA
FO
R
THIC
KN
ES
SS
EE
PA
VE
ME
NT S
EC
TIO
NS
(PLACED BY OTHERS)
EXISTING BASE
3" - 19.0MM HMA BASE
1.5" - 12.5MM HMA INTERMEDIATE
1.5" - 12.5MM HMA SURFACE6" - ASPHALT TREATED PERMEABLE BASE
3" - OPEN GRADED SURFACE COURSE
6"
3"
1.5"
1.5"
TYPICAL POROUS PAVEMENT SECTION
PORTABLE CONCRETE BARRIER, ANCHORED SECTION
10’-0"
RESERVOIR STONE
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