16
4:1
SEE DETAIL ’A’
BL
24" AGGREGATE SUBBASE COURSE GRAVEL
WIDTH VARIES WIDTH VARIES
ROADWAY TYPICAL SECTIONDETAIL ’A’
SAWCUT
EXISTING
GRIND
TACK SURFACES
CURB
TYPE 1
WIDENING EXISTING TRAVELWAY
4:1
SEE DETAIL ’A’
BL
24" AGGREGATE SUBBASE COURSE GRAVEL
WIDTH VARIES WIDTH VARIES
ROADWAY TYPICAL SECTION
CURB
TYPE 1
WIDENING EXISTING TRAVELWAY
SIDEWALK
SIDEWALK ESPLANADE
SUBBASE COURSE GRAVEL
12" AGGREGATE
4" OF LOAM & SEED
2" HOT MIX ASPHALT 9.5mm
SUBBASE COURSE GRAVEL
12" AGGREGATE
2" HOT MIX ASPHALT 9.5mm
4" LOAM & SEED
4" LOAM & SEED
WITHOUT ESPLANADE
WITH ESPLANADE
2.25" HOT MIX ASPHALT 19.0mm
2.25" HOT MIX ASPHALT 19.0mm
1.5" HOT MIX ASPHALT 9.5mm (OVERLAY)
1.5" HOT MIX ASPHALT 9.5mm (OVERLAY)
2.25" HOT MIX ASPHALT 19.0mm
2.25" HOT MIX ASPHALT 19.0mm
24" AGGREGATE SUBBASE COURSE GRAVEL
2.25" HOT MIX ASPHALT 19.0mm
2.25" HOT MIX ASPHALT 19.0mm
1.5" HOT MIX ASPHALT 9.5mm (OVERLAY)
2.25"
1.0’
5.0’
2.0%-2.0%
5.0’ 4.0’
2.0% 4.0%-2.0%
CONCRETE SIDEWALK
4" REINFORCED LP CONCRETE
12" AGGREGATE COURSE GRAVEL
STA. 19+50 TO STA 20+50 RT
SIDEWALK
SUBBASE COURSE GRAVEL
12" AGGREGATE
2" HOT MIX ASPHALT 9.5mm
2.0%
DOUBLE CURB SIDEWALK
1’
TYPE ’A’ CONCRETE
STA 20+92 TO STA 22+00 RT
PAVEMENT MARKINGS.
TO DAMAGE EXISTING PAVEMENT AND SHALL BE CONSIDERED INCIDENTAL TO THE PROPOSED
HIGH VOLUME PRESSURE WASHING OR OTHER MEANS APPROVED BY THE RESIDENT SO AS NOT
21. EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH PROPOSED SHALL BE REMOVED BY
MARKINGS.
SHUT DOWN. THIS WORK SHALL BE PAID UNDER ITEM 627.76 TEMPORARY PAVEMENT
PAVEMENT MARKINGS WITH THE PROPOSED PAVEMENT MARKING LAYOUT PRIOR TO WINTER
20. IF APPLICABLE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING TEMPORARY
CONTINUE WITH AUTHORIZATION FROM THE RESIDENT.
THE MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION AT 800-482-0777. WORK MAY ONLY
CONTACT THE HYDROGEOLOGIST IN MDOT’S ENVIRONMENTAL OFFICE AT 207-624-3100 AND
CONTAMINATED AREA, AND IMMEDIATELY NOTIFY THE RESIDENT. THE RESIDENT SHALL
CONTAMINATION, THE CONTRACTOR SHALL SECURE THE EXCAVATION, STOP WORK IN THE
CONTAMINATION. IF THE CONTRACTOR ENCOUNTERS EVIDENCE OF SOIL OR GROUNDWATER
FURTHERMORE, THE CONTRACTOR SHALL REMAIN ALERT FOR ANY ADDITIONAL EVIDENCE OF
WORKERS AGAINST HAZARDS ASSOCIATED WITH WORKING NEAR PETROLEUM-IMPACTED SOILS.
CONTRACTOR SHALL EMPLOY APPROPRIATE HEALTH AND SAFETY MEASURES TO PROTECT ITS
CONTAMINATION IN THE RIGHT-OF-WAY. HOWEVER, IN LIGHT OF MDEP’S FINDINGS, THE
MENTIONED PARCEL AND DID NOT DETECT OBVIOUS INDICATIONS OF SUBSURFACE
PERFORMED ENVIRONMENTAL BORINGS IN THE IMMEDIATE VICINITY OF THE ABOVE
STATION 21+00 RIGHT OF CENTER. MAINE DEPARTMENT OF TRANSPORTATION (MAINEDOT)
STATION LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION PROJECT AT ROUGHLY
OF PETROLEUM-RELATED SOIL CONTAMINATION AT THE RED ROCKET RETAIL GASOLINE
19. THE MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION (MDEP) HAS FOUND EVIDENCE
SEDIMENT CONTROL.
DEPARTMENT OF TRANSPORTATION’S BEST MANAGEMENT PRACTICES FOR EROSION CONTROL &
18. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE MAINE
SUPERVISION OF EQUIPMENT BEING PAID FOR UNDER THE EQUIPMENT RENTAL ITEMS.
17. NO SEPARATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL BE MADE FOR THE
CONTRACTOR’S EXPENSE.
WORK, EQUIPMENT, AND MATERIALS REQUIRED TO MAKE REPAIRS SHALL BE AT THE
OR OPERATION SHALL BE REPAIRED TO THE SATISFACTION OF THE RESIDENT. ALL
16. ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR’S EQUIPMENT, PERSONNEL,
RESIDENT.
LAYOUT, STAKES, AND GRADES WILL BE CHECKED AND MUST BE ACCEPTABLE TO THE
TO LAYOUT CENTERLINE AND DETERMINE NEW CONSTRUCTION FINISH GRADES. ALL
SHALL BE TRANSFERRED TO THESE STAKES. THESE STAKES AND GRADES WILL BE USED
SAFELY OUTSIDE OF THE CONSTRUCTION LIMITS AND THE EXISTING CENTERLINE GRADES
CENTERLINE AS PER STANDARD SPECIFICATION 105.6.2. SIDE STAKES SHALL BE PLACED
15. THE CONTRACTOR IS RESPONSIBLE FOR THE CAREFUL SIDE STAKING OF EXISTING
MADE FOR THIS WORK; IT SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.
TO ENSURE THAT THE MAIL WILL BE DELIVERABLE. NO SEPARATE PAYMENT WILL BE
14. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING MAILBOXES
13. LOAM SHALL BE PLACED TO A NOMINAL DEPTH OF 4 INCHES.
12. UNLESS OTHERWISE NOTED SEEDING METHOD NO. 1 SHALL BE UTILIZED.
LOAM SHALL BE AS NOTED ON THE PLANS OR DESIGNATED BY THE RESIDENT.
11. LOAM HAS BEEN ESTIMATED FOR DISTURBED LAWN AREAS. ACTUAL PLACEMENT OF THE
APPROVAL OF THE RESIDENT.
10. NO EXISTING DRAINAGE SHALL BE ABANDONED, REMOVED OR PLUGGED WITHOUT PRIOR
AND 18" AGGREGATE SUBBASE COURSE GRAVEL.
9. COMMERCIAL PAVED ENTRANCES SHALL BE CONSTRUCTED WITH: 4" HOT MIX ASPHALT
AND 12" AGGREGATE SUBBASE COURSE GRAVEL.
8. RESIDENTIAL PAVED ENTRANCES SHALL BE CONSTRUCTED WITH: 2" HOT MIX ASPHALT
UNLESS OTHERWISE NOTED ON THE PLANS.
7. DRIVEWAY FILL SIDE SLOPES SHALL BE THE SAME AS THE NON-GUARDRAIL FILL SLOPES
TYPICALS OR FLATTER, OR AS DIRECTED BY THE RESIDENT.
6. ALL INSLOPE AND DITCHES IN CUT AREAS SHALL BE GRADED AS SHOWN ON THE
INCHES IN FIELD AREAS AND 12 INCHES IN WOODED AREAS.
CONDITIONS AS DIRECTED BY THE RESIDENT. ESTIMATED GRUBBING DEPTHS ARE 6
ESTIMATING PURPOSES ONLY. ACTUAL GRUBBING LIMITS MAY VARY BASED ON FIELD
QUANTITIES NOTED. THESE LIMITS ARE APPROXIMATE AND HAVE BEEN USED FOR
5. GRUBBING IN FILL AREAS HAS BEEN SHOWN ON THE CROSS SECTIONS AND THE
4. STUMPS HAVE BEEN ESTIMATED TO BE REMOVED UNDER ITEM 201.24 REMOVE STUMP.
3. CONSTRUCT BUTT JOINTS AT ALL PAVED DRIVES AND ENTRANCES.
BUTTED. PAYMENT SHALL BE MADE UNDER ITEM 202.203 PAVEMENT BUTT JOINT.
2. ALL JOINTS BETWEEN EXISTING AND PROPOSED HOT BITUMINOUS PAVEMENT SHALL BE
UNLESS OTHERWISE NOTED.
1. ALL UTILITY FACILITIES SHALL BE ADJUSTED BY THE RESPECTIVE UTILITIES
5.0’ MIN.
5.0’
BY
DA
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SHEET NUMBER
OF
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5. THE STATIONING SHOWN UNDER EACH TYPICAL IS APPROXIMATE.
TRAVEWAY CROSS SLOPES "ROLLOVER" SHALL NOT EXCEED 8%.
4. THE ALGEBRAIC DIFFERENCE BETWEEN THE SHOULDER AND
STRAIGHT.
FOR ALL COURSES OF SUBBASE AND PAVEMENT SHALL BE
3. CROWNS FOR BOTH NORMAL AND SUPERELEVATION SECTIONS
SAME SLOPE AS THE TRAVELWAY.
SIDE SHOULDER, THE LOW SIDE SHOULDER SHALL HAVE THE
2. WHEN SUPERELEVATION EXCEEDS THE SLOPE OF THE LOW
THE PLANS ARE INTENDED TO BE NOMINAL.
1. THE PAVEMENT, BASE AND SUBBASE DEPTHS AS SHOWN ON
TYPICAL SECTION NOTES:
GENERAL NOTES:
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207.657.6910
www.gorrillpalmer.com
Relationships. Responsiveness. Results.
T.
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L
50+43.0, 21.6’ RT
19+34.1, 39.5’ LT
18+22.6, 28.9’ LT
50+43.0, 21.6’ RT
19+34.1, 39.5’ LT
18+22.6, 28.9’ LT
20+90.7, 23.7’ RT
20+86.9, 27.4’ LT
20+46.5, 42.2’ LT
20+27.1, 26.7’ RT
19+65.9, 51.0’ LT
19+66.1, 23.0’ RT
20+90.7, 23.7’ RT
20+86.9, 27.4’ LT
20+46.5, 42.2’ LT
20+27.1, 26.7’ RT
19+65.9, 51.0’ LT
19+66.1, 23.0’ RT
ITEM 201.23 - REMOVE TREES
ITEM 201.24 - REMOVE STUMPS
ITEM 608.08 - REINFORCED CONCRETE SIDEWALK - RAMP
ITEM 608.26 - CURB RAMP DETECTABLE WARNING FIELD
1:12
MAX’
’
’ 1:12 MAX
6’ MI
N5’ MIN
RAMP
RAMP
7’ (TYP)
7’
’
1:12
MAX
6’ MIN
5’ MIN
7’ (T
YP)
’
’
’
’
1:12
MAX
NOT TO SCALE
SLOPE PER PLAN
MATCH SIDEWALK
RAMP
NOTE 4 AND 5)
LANDING (SEE
SEE NOTE 4
RAMP
SLOPE PER PLAN
MATCH SIDEWALK
SLOPE PER PLAN
MATCH SIDEWALK
NOTE 4 AND 5)
LANDING (SEE
SEE NOTE 4
SLOPE PER PLAN
MATCH SIDEWALK
BARRIER FREE RAMP
TYPE 4 TYPE 5
ALLOWED.
DETECTABLE WARNING BRICKS AND GRANITE PAVERS ARE NOT
AND PERPENDICULAR TO THE PREDOMINANT DIRECTION OF TRAVEL.
8. DETECTABLE WARNINGS SHALL BE ALIGNED IN ROWS, PARALLEL
TRAFFIC.
PEDESTRIAN
UNIFORM BROOM FINISH PERPENDICULAR TO THE FLOW OF
A GROOVED EDGE BETWEEN THE TILE AND CONCRETE, ALONG WITH A
TO SETTING PANELS. THE EXPOSED CONCRETE BORDER SHALL RECEIVE
AGGREGATESUBBASE GRAVEL. THE CONCRETE SHALL BE SEALED PRIOR
4" IN DEPTH AND SHALL BE CONSTRUCTED OVER A MINIMUM OF 10"
MAINEDOT CLASS LP STRUCTURAL CONCRETE. CONCRETE SHALL BE
7. CAST IN PLACE CONCRETE SHALL MEET SPECIFICATIONS FOR
UNLESS OTHERWISE NOTED.
EXCLUDING THE CURB RAMP, SHALL NOT EXCEED A SLOPE OF 1:20
6. ALL ACCESSIBLE ROUTE SLOPES ADJOINING THE LANDING AREA,
NOT EXCEED A 1:48 IN ANY DIRECTION.
(MINIMUM DIMENSIONS). THE SLOPE OF THE LANDING AREA SHALL
5. ALL LANDING AREAS SHALL BE 6 FEET WIDE BY 5 FEET LONG
IF THE RAMP INCLUDES FLARED SIDES.
DETECTABLE WARNINGS SHALL NOT BE INSTALLED IN FLARED SIDES,
ACCESSIBLE ROUTE AS DEFINED IN THE SPECIFIED DETAIL.
CONFORM TO THE SLOPE REQUIREMENTS OF THE RAMP, LANDING, OR
THE SIDEWALK OR RAMP AREA. DETECTABLE WARNING ZONES SHALL
SIDEWALK FOR A 24" DEPTH, AND COVER THE COMPLETE WIDTH OF
CURB) FROM THE FLOW LINE OF THE CURB, EXTEND INTO THE
(6) INCHES (OR THE HORIZONTAL THICKNESS OF THE ADJACENT
WARNINGS. DETECTABLE WARNING ZONES SHALL BE INSTALLED SIX
DRIVEWAYS, OR OTHER VEHICULAR CROSSINGS REQUIRE DETECTABLE
4. ALL ACCESSIBLE ROUTE SIDEWALKS INTERSECTING ROADWAYS,
SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.
INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING
OF THE WALKING SURFACE. DETECTABLE WARNINGS USED ON
MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART
SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE
3. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING
MOST ADJACENT DOMES ON A SQUARE GRID.
SPACING OF 0.65 INCHES (17mm) MINIMUM, MEASURED BETWEEN THE
MINIMUM AND 2.4 INCHES (61mm) MAXIMUM; AND A BASE-TO-BASE
mm), A CENTER-TO-CENTER SPACING OF 1.6 INCHES (41mm)
THE BASE DIAMETER MAXIMUM AND A HEIGHT OF 0.2 INCHES (5.1
50 PERCENT OF THE BASE DIAMETER MINIMUM TO 65 PERCENT OF
MINIMUM AND 1.4 INCHES (36 mm) MAXIMUM; A TOP DIAMETER OF
DOMES AND SHALL HAVE A BASE DIAMETER OF 0.9 INCHES (23 mm)
2. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED
EXCEED THE MAXIMUM RAMP SLOPE OF 1:12.
AND SIDEWALK SLOPES TO MAINTAIN A RAMP THAT DOES NOT
HEIGHTS AND TO MATCH RUNNING SLOPES OF ADJACENT ROADWAY
ADJUSTED AS NECESSARY TO ACCOMMODATE VARYING CURB REVEAL
REVEAL HEIGHT AND NO RUNNING SLOPE. RAMP LENGTHS SHALL BE
1. CURB RAMP LENGTHS ARE BASED ON SEVEN (7) INCH CURB
NOTE:
DRIVEWAY ENTRANCES & ISLANDS & YARDS
LOCATION OPENINGDESCRIPTION
50+45.4 TO 50+80.9 LT
31+27.9 TO 31+63.9 RT
21+98.0 TO 22+38.0 RT
21+38.0 TO 21+78.0 RT
21+06.9 TO 22+26.8 LT
17+44.5 TO 17+80.4 RT
PAVED ENTRANCE
PAVED ENTRANCE
PAVED ENTRANCE
PAVED ENTRANCE
PAVED ENTRANCE
PAVED ENTRANCE
35.5 FT.
36 FT.
40 FT.
40 FT.
120 FT.
36 FT.
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MEET REQUIREMENTS OF STANDARD SPECIFICATION 626.
CONTRACTOR MUST SUBMIT DETAILED PLANS AND CALCULATIONS THAT
PROVIDED BENDING MOMENT AND TORSION.
3 FOR Ì=34 DEGREES FOR FOUNDATION LENGTH BASED UPON
SIGNALS, HIGHWAY SIGNING AND LIGHTING. USE CHARTS P34-1, 2,
USE STANDARD DETAIL 626(04) - FOUNDATIONS FOR TRAFFIC
DURING CONSTRUCTION.
UTILIZED, PULL-OUT TESTS SHOULD BE COMPLETED ON ALL ANCHORS
FRACTURED ROCK NEAR THE ROCK SURFACE. IF ROCK ANCHORS ARE
AND WOULD HAVE A RELATIVELY LOW RQD, INDICATIVE OF
THE BEDROCK UNDERLYING THE PROJECT SITE IS OF POOR QUALITY
FOR THE DESIGN OF ROCK ANCHORS, IT SHOULD BE ASSUMED THAT
FOUNDATIONS:
GEOTECHNICAL NOTES FOR TRAFFIC SIGNAL MAST POLE DRILLED
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Relationships. Responsiveness. Results.
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T.
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Sill EL
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PL
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TRAFFIC SIGNAL HEADS
G
Ì2, Ì4, Ì6, Ì8
START CROSSING
VEHICLES
WATCH FOR
DON’T START
FINISH CROSSING
IF STARTED
A
DESCRIPTIONITEMDESIGNATION
EQUIPMENT SCHEDULE
COMMENTSRUN
CONDUIT SCHEDULE
CATEGORY
FATIGUE
(LINEAR FEET)
CENTER TO CENTER
B-N
A-O
OR APPROVED EQUAL
PS7-CFC9-01A OR TASSIMCO MODEL# PLS-160
ALL SIGNAL HEADS SHALL BE GELCORE MODEL NO.
FLASHING
STEADY
DON’T CROSS
PUSH BUTTON
TO CROSS
ACCESSIBLE PEDESTRIAN SIGNALS (APS)
B
C
D
5 0 5
PLAN
R
Y
G
E
2 IN PVC
12" L.E.D. WITH BACK PLATES
ALL NEW SIGNAL HEADS
D-K
C-J 3 FT
2 IN PVC
N-A
E-M 5 FT
14 FT 2 IN PVC
4 FT
PEDESTRIAN SIGNAL HEADS
CONTROLLER WITH CABINET
LEGEND
CONDUIT
JUNCTION BOX
LUMINAIRE
OVERHEAD SIGN
PEDESTRIAN SIGNAL HEAD
VEHICULAR SIGNAL HEAD
PEDESTAL POLE
1
ONLY ONLY
SIGN LEGEND
30"x36"
R3-5L
2 3
30"x36"
R3-6R
30"x36"
R3-5
10
CONTROLLER CABINETON CONCRETE FOUNDATION
CABINET WITH BASE EXTENSION AND METER
30’ MAST ARM
21’ MAST POLE WITH
30’ MAST ARM
21’ MAST POLE WITH
25’ MAST ARM
30’ MAST POLE WITH
50’ MAST ARM
30’ MAST POLE WITH
LIGHT FIXTURE TENON MOUNTED
PUSH BUTTON AND SIGN AND 250 WATT LUMINAIRE WITH MONGOOSE
SIGNAL HEADS, LANE USE SIGNS, PREEMPTION, PEDESTRIAN HEAD,
LIGHT FIXTURE TENON MOUNTED
AND SIGN AND 250 WATT LUMINAIRE WITH MONGOOSE
SIGNAL HEADS, PREEMPTION, PEDESTRIAN HEAD, PUSH BUTTON
LIGHT FIXTURE TENON MOUNTED
PUSH BUTTON AND SIGN AND 250 WATT LUMINAIRE WITH MONGOOSE
SIGNAL HEADS, LANE USE SIGNS, PREEMPTION, PEDESTRIAN HEAD,
LIGHT FIXTURE MOUNTED ON 10’ ARM
PUSH BUTTON AND SIGN AND 250 WATT LUMINAIRE WITH MONGOOSE
SIGNAL HEADS, LANE USE SIGNS, PREEMPTION, PEDESTRIAN HEAD,
JUNCTION BOX PRECAST CONCRETE
III
III
III
I-F 3 IN PVC
K-G
J-I
70 FT 2 IN PVC
M-A 125 FT 4 IN PVC
3 FT
L-I 136 FT 2 IN PVC
4 IN PVC
2 IN PVC
2 IN PVC
3 IN PVC
E
MB
N A
FI
C
J
D
K
G
6 FT
75 FT
CNTRL
MAST POLE AND ARM
4
ONLY
30"x36"
R3-5R
1
3
2
4
1
3
Y
G
Ì1, Ì5, Ì7
Ì5
Ì2
Ì1
Ì6
Ì6
Ì8
Ì8
Ì7
Ì4
PEDESTRIAN HEAD AND PUSH BUTTON AND 150 WATT LUMINAIRE20’ PEDESTAL POLE
DEPARTMENTFIRE
ROUTE 5 (SACO AVENUE)
EM
ERSO
N
CU
MMIN
GS BL
VD
UNIO
N
AV
EN
UE
78 FT
J-K 72 FT 3 IN PVC
T.
GO
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LD.B
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FE
B
2011
FE
B
2011
O
1
O-A 78 FT 3 IN PVC
O EXISTING UTILITY POLE RISER FOR UNDERGROUND POWER SERVICE
4.0
0’
10.00’
5.0
0’
1.00’
Ì6
Ì6
4
C
J
20 0 20
PLAN
SCALE: 1"=20’
40
SCALE: 1"=5’
A-I 16 FT 3 IN PVC
INSET
SEE INSET BELOW
H
H-K 15 FT 3 IN PVC
(SEE TYPICAL SECTIONS SHEET 6)
OR APPROVED EQUAL
CAMPBELL COMPANY ADVISOR APS A912
STA/OFFSET
P
20+72.0, 39.0’ LT
20+55.8, 47.4’ LT
20+88.8, 28.6’ RT
20+27.6, 51.7’ RT
19+52.9, 55.0’ LT
20+87.2, 37.5’ LT
19+66.2, 31.2’ RT
30+96.7, 17.4’ RT
P 19+61.5, 60.6’ LT
M-P 20 FT 1.5 IN PVC
II
L
19+61.5, 60.6’ LT PREMPTION RECEIVER AND CONFIRMATION STROBEL
M & N
I, J, K,
8’ PEDESTAL POLE
VIDEO DETECTOR
PREEMPTION RECEIVER
PREEMPTION CONFIRMATION STROBE
START CROSSING
VEHICLES
WATCH FOR
DON’T START
FINISH CROSSING
IF STARTED
FLASHING
STEADY
DON’T CROSS
PUSH BUTTON
TO CROSS
OR
8’ PEDESTAL POLE PEDESTRIAN SIGNAL AND BUTTON
H
G
F
20+22.8, 31.2’ RT
PROPOSED UTILITY POLE
MIN.
207.657.6910
www.gorrillpalmer.com
Relationships. Responsiveness. Results.
B.
KE
EZ
ER
W
CNTRL
STB
VIN
YL
12IN RCP
VIN
YL S
TO
CK
AD
E
CO
NC
RE
TE
ED
GIN
G
CA
BIN
RE
NT
AL
CA
BIN
RE
NT
AL
96IN
DIA. L
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C
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L P
LA
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S
CO
NC
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PA
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PH
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CO
NC
RE
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G
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
15IN
AS
H
84IN
WID
E
LIL
AC
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
5/8IN
RO
D: F
LU
SH
15IN
AS
H
#38
48IN
DIA. R
HO
DO
DE
ND
RO
N
60IN
DIA. R
HO
DO
DE
ND
RO
N
6IN
PV
C
HA
RD
WO
OD
4IN FLOWERING CRAB TREE
6IN PVC
4
ST
EP
S
4IN FLOWERIN CRAB TREE
14IN MAPLE
WALK LIGHT
12IN CONCRETE SIGN BASE
CROSSWALK
AVE
UNION
8IN
PV
C
24IN DIA. HARDWWOOD
STOP LINE
#143
24IN DIA. HARDWWOOD
2-1/
2
ST
OR
Y
WO
OD
FR
AM
E
24IN DIA. HARDWWOOD
24IN DIA. HARDWWOOD
25MPH
HIGHWAY MONUMENT
6IN X 6IN
W/H: FLUSH
5IN X 5IN GRANITE
24IN DIA. HARDWWOOD
19+00 20+00 21+00 22+00
50
+00
51
+00
30
+00
31
+00
#J45 ELECTRIC DROP
14IN PINE24IN DIA. HARDWWOOD
CONCRETETURN RIGHT AFTER STOP
24IN DIA. HARDWWOOD
CONCRETE
BRICK
10IN CRAB TREE
LORANGER SCHOOL LEFT
RTE. 5 NORTH
14IN MAPLE
32IN MAPLE
#44
CMP 45S
CMP#43
TRAFFIC CONTROL BOX
16IN LINE
CMP #42
STREET NAME
24IN MAPLE
18IN MAPLE
15IN MAPLE
16IN MAPLE
24IN DIA. CONCRETE
22IN MAPLE
WALK SIGNAL
W/WALK & DON’T
RIGHT TURN ON RED
8IN HARDWOOD
36IN X 84IN SHRUB
BEACH RECREATION
OLD ORCHARD
CM
P #1
36IN X 84IN SHRUB
14IN MAPLE
8IN
HA
RD
WO
OD
4IN X 4IN: 6IN AG
36IN
X 48IN
BO
UL
DE
R
12IN
HA
RD
WO
OD
PROPANE FILL PIPE
8IN
HA
RD
WO
OD
12IN
HA
RD
WO
OD
18IN HARDWOOD
48IN
X 48IN
SH
RU
B
72IN
X 72IN
SH
RU
B
8IN
HA
RD
WO
OD
RE
SE
RV
ED
PA
RKIN
G
HA
NDIC
AP
PA
RKIN
G
RE
SE
RV
ED
PA
RKIN
G
16IN
HA
RD
WO
OD
SC
HO
OL
X-IN
G
104.0
0 31.0
0
CL
RE
SE
RV
ED
PA
RKIN
G
(2) 12IN BIRCHES
16IN HARDWOOD
FIRE DANGER INFORMATION
CNTRL
SEWER MH
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
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4
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Date:4/10/2
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AC
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TR
AF
FIC
SIG
NA
L
PL
AN
1 2 3 4 5 6 7 8
FLASH
PHASE
SIGNAL TIMING
MINIMUM INITIAL
PASSAGE TIME
MAXIMUM GREEN
YELLOW
ALL RED
PHASE RECALL
MEMORY
DETECTOR MODE
DETECTOR DELAY
4 8
3 3
10 60
3 3
R Y
-
- -
PR PR
- -
SOFT
-
-
-
-
-
-
-
-
-
-
4
3
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3
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4
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4
3
20
3
R
-
PR
-
- -
- 4
-
-
-
-
-
-
-
4 4 4
25 25PEDESTRIAN CLEARANCE 23 23
SIGNAL PHASING
Ì2
Ì7
Ì8
Ì5Ì1
Ì6Ì2
Ì8
Ì5Ì1
Ì6
Ì2
Ì4
Ì8
Ì5
Ì1
Ì6
Ì4 Ì4 Ì7
Ì2
Ì4
Ì8
Ì5
Ì1
Ì6
Ì7
WALK
T.
GO
RRIL
LD.B
UR
GE
SS
T.G
OR
RIL
L
FE
B
2011
FE
B
2011
Ì7
PED
PED
PE
D
PE
D
15 65 - 15 1535 65 25MAXIMUM GREEN II
207.657.6910
www.gorrillpalmer.com
Relationships. Responsiveness. Results.
B.
KE
EZ
ER
2.5 2.5 3.0 3.0 3.0
AGAINST THE SURROUNDING SOIL. PRECAST FOUNDATIONS WILL NOT BE ACCEPTED.
NOT BE PERMANENTLY CASED, EXCEPT FOR THE TOP 3 FEET: CONCRETE SHALL BE CAST DIRECTLY
DEPARTMENT TO CHECK THE SPECIFIED SIZE OF THE DRILLED SHAFTS. DRILLED SHAFTS SHALL
643. ACTUAL DESIGN LOADS AT THE TOP OF STRUCTURAL SUBMITTAL WILL BE USED BY THE
ACTUAL COMPUTED BENDING MOMENTS AND TORSION IN ACCORDANCE WITH SPECIAL PROVISION
PROVISION 643. FOUNDATION SIZES SHALL BE SELECTED BY THE CONTRACTOR BASED UPON
ONE NEW DRILLED SHAFT PER MAST AREM OR DUAL PURPOSE POLE AS SET FORTH IN SPECIAL
FOUNDATIONS SHALL CONSIST OF CAST-IN-PLACE REINFORCED CONCRETE DRILLED SHAFTS: 23.
MATERIALS SHALL BE ORDERED OR FABRICATED UNTIL THE DESIGN HAS BEEN APPROVED.
FOUNDATIONS, AND SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL BY THE DEPARTMENT. NO
(OVERTURNING MOMENT, TORSION, SHEAR FORCE, AND AXIAL LOAD) AT THE TOP OF THE
LICENSED IN THE STATE OF MAINE. DESIGN COMPUTATIONS, INCLUDING DESIGN LOADS
FOUNDATIONS. ALL DESIGNS SHALL BE PREPARED AND STAMPED BY A PROFESSIONAL ENGINEER
SUPPORT STRUCTURES AND THE CONNECTION OF THE SUPPORT STRUCTURES TO THEIR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL STRUCTURAL DESIGN OF THE SIGNAL 22.
OTHER TRAFFIC SIGNAL ITEMS.
TEMPORARY TRAFFIC SIGNALS IF REQUIRED SHALL BE CONSIDERED INCIDENTAL TO THE 21.
BE REPLACED WILL BECOME THE PROPERTY OF THE CONTRACTOR.
THE ITEMS HAVE BEEN REMOVED AND ARE READY TO BE PICKED UP. ALL OTHER EQUIPMENT TO
TO MAINEDOT. THE RESIDENT WILL COORDINATE WITH THE CONTRACTOR AND DEPARTMENT ONCE
THE EXISTING TRAFFIC SIGNAL CONTROLLER AND CABINET WILL BE REMOVED AND RETURNED 20.
CONDUIT SHALL BE A MINIMUM OF 36" DEEP.19.
ENGINEER FOR REVIEW PRIOR TO INSTALLATION.
- CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE PREEMPTION SYSTEM TO THE
DEPICTED ON THE PLANS.
- CONFIRMATION STROBES SHALL BE MOUNTED ON THE TRAFFIC SIGNAL MAST ARMS AS
THAT WILL BE REQUIRED UNDER THE SUPERVISION OF THE ENGINEER.
THE FIRE DEPARTMENT TO ADJUST THE ACTUAL LENGTH OF THE PREEMPTION CYCLE
TO 240 SECONDS. THE CONTRACTOR SHALL BE ONSITE DURING A TRIAL RUN WITH
- THE DURATION OF THE PREEMPTION PHASE SHALL BE ADJUSTABLE FROM 30 SECONDS
PREEMPTION EQUIPMENT IN THE TOWN.
- THE PREEMPTION EQUIPMENT SHALL BE FULLY COMPATIBLE WITH THE EXISTING
FUNCTIONING SYSTEM. THIS SHALL BE INCIDENTAL TO ITEM 643.8.
SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TESTING AND ETC. TO PROVIDE A FULLY
LIGHT. THE PREEMPTION SYSTEM SHALL HAVE THE FOLLOWING FEATURES AS A MINIMUM AND
APPROACHES A RED LIGHT EXCEPT FOR PHASE 2 AND PHASE 5 WHICH SHALL RECEIVE A GREEN
A TRAFFIC SIGNAL PREEMPTION SYSTEM SHALL BE CONSTRUCTED THAT WILL GIVE THE ALL 18.
PEDESTAL POLES SHALL BE ON 18" DIAMETER FOUNDATIONS.17.
CONTROLLERS SHALL BE TS-2 WITH AN ETHERNET PORT.16.
ITEM 643.8
THE COST OF THE POLE RISERS AND OVERHEAD LANE USE SIGNS SHALL BE INCIDENTAL TO 15.
ALL MAST ARMS AND POLES SHALL BE GALVANIZED.14.
5 INCH BACK PLATES.
ALL TRAFFIC SIGNALS SHALL BE 12" INCH DIAMETER WITH L.E.D. LENSES AND SHALL HAVE 13.
BUTTON FOR A DISTANCE NOT TO EXCEED 5’.
PLACED GREATER THAN 1’ FROM THE SIDEWALK, CONTRACTOR SHALL PAVE AN APRON TO THE
ALL PUSH BUTTONS SHALL BE LOCATED WITHIN 1’ FROM THE EDGE OF THE SIDEWALK. IF 12.
NOTICE TO THE ENGINEER.
CONTRACTOR UNDER OBSERVATION BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE 48 HOURS
THE PROPOSED TRAFFIC SIGNAL TIMING AND PHASING PLAN SHALL BE INPUT BY THE 11.
ACCEPTED TRAFFIC SIGNAL UPON COMPLETION OF THIS CONTRACT.
IT IS THE INTENT OF THIS WORK TO HAVE A COMPLETE OPERATIONAL, TESTED AND 10.
NECESSARY.
CONTRACTOR IS RESPONSIBLE FOR OBTAINING MAINEDOT AND TOWN OPENING PERMITS, IF 9.
RESPECTIVE UTILITY COMPANIES.
SIGNAL INSTALLATION IS DONE AFTER THE UTILITIES HAVE BEEN RELOCATED BY THE
CONTRACT. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES SO THAT THE TRAFFIC
CONTRACTOR SHALL CONTACT AND COORDINATE WITH UTILITIES UPON AWARD OF THE 8.
CONTACT DIG SAFE AT 1-888-DIG-SAFE.
FOR FINDING EXACT LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND THE CONTRACTOR IS RESPONSIBLE 7.
CONTRACTOR SHALL PROVIDE AND INSTALL ALL JUNCTION BOXES. 6.
THE TOWN ELECTRICIAN.
BE LEFT IN THE CONTROLLER CABINET. ONE ELECTRONIC COPY OF EACH SHALL BE PROVIDED TO
TWO COPIES OF THE SIGNAL CONTROLLER MANUAL AND TWO COPIES OF AS-BUILT PLANS SHALL 5.
DEVICES".
AND WITH THE FEDERAL HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL
MAINEDOT STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND STANDARD DETAILS
ALL MATERIALS AND WORK COMPLETED UNDER THIS CONTRACT SHALL CONFORM TO THE LATEST 4.
MORE THAN 19 FEET ABOVE THE PAVEMENT GRADE AT THE CENTER OF THE ROADWAY.
THE BOTTOM OF THE HOUSING OF THE SIGNAL FACE SHALL BE AT LEAST 16 FEET BUT NOT 3
ALL SPLICES WILL BE MADE IN THE CABINETS OR POLES MEETING MAINEDOT SPECIFICATIONS.2.
THE CONTRACTOR MUST MEET ALL UTILITY REQUIREMENTS FOR THE SERVICE CONNECTION.1.
NOTES:
3.0 3.0
15IN HDPE
VIN
YL
12IN RCP
VIN
YL S
TO
CK
AD
E
STREET & ONE WAY
CA
BIN
RE
NT
AL
Sill EL
CO
NC
RE
TE
PA
Y
PH
ON
E
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
15IN
AS
H
84IN
WID
E
LIL
AC
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
IPF
5/8IN
RO
D: F
LU
SH
15IN
AS
H
#38
CMP 48
8IN MAPLE
W
60IN
DIA. R
HO
DO
DE
ND
RO
N
6IN
PV
C
CMP 47 CHURCH
4IN FLOWERING CRAB TREE
22IN OAK
15IN MAPLE
SCHOOL 15MPH
6IN PVC
4
ST
EP
S
12IN OAK
4IN FLOWERIN CRAB TREE
14IN MAPLE
WALK LIGHT
CMP 46
28IN MAPLE
24IN PINE
12IN CONCRETE SIGN BASE
CROSSWALK
AVE
UNION
8IN
PV
C
24IN DIA. HARDWWOOD
STOP LINE
Sill EL#143
32IN MAPLE
24IN DIA. HARDWWOOD
2-1/
2
ST
OR
Y
WO
OD
FR
AM
E
CONCRETE
24IN DIA. HARDWWOOD
24IN DIA. HARDWWOOD
25MPH
14IN PINE
HIGHWAY MONUMENT
6IN X 6IN
T
W/H: FLUSH
5IN X 5IN GRANITE
24IN DIA. HARDWWOOD
90
95
100
105
110110
90
95
100
105
110110
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00
EL. 98.6
4
EL. 98.9
3
EL. 99.1
8
EL. 99.4
0
EL. 99.5
7
EL. 99.7
1
EL. 99.8
3
EL. 99.9
4
EL. 100.0
5
EL. 100.0
8
EL. 100.1
2
EL. 100.1
7
EL. 100.3
1
EL. 100.4
9
EL. 100.6
4
EL. 100.7
8
EL. 100.9
0
EL. 101.0
3
EL. 101.1
6
EL. 101.3
1
EL. 101.4
9
EL. 101.6
9
EL. 101.8
4
EL. 101.9
9
EL. 102.0
7
EL. 102.1
3
EL. 102.1
0
Y.C.R.D. BOOK PAGE
MAP 207 BLOCK 3 LOT 8
TOWN OF OLD ORCHARD BEACH
POR 5
Y.C.R.D. BOOK 9792 PAGE 64
MAP 207 BLOCK 3 LOT 7
STEPHEN B. MONK
POR 8
Y.C.R.D. BOOK PAGE
MAP 207 BLOCK 2 LOT 12-0
SACO AVENUE CONDO ASSOCIATION
POR 4
Y.C.R.D. B
OO
K 5899 P
AG
E 294
MAP 202
BL
OC
K 3 L
OT 10
VIC
TO
R
E. L
ED
OU
X
PO
R 20
Y.C.R.D. BOOK 15580 PAGE 922
MAP 311 BLOCK 1 LOT 10
GSB CORPORATION
POR 6
Y.C.R.D. BOOK PAGE
MAP 207 BLOCK 1 LOT 1
TOWN OF OLD ORCHARD BEACH
POR 3
L.O.W.P.
L.O.W.P.
L.O.W.P.
LIMITS OF WROUGHT PORTION
TEMP. CONST.LIMITS
CO
NS
T.
LIM
ITS
TE
MP.
CO
NS
T.
LI
MITS
TE
MP.
CO
NS
T.
LI
MITS
CO
NS
T.
TEMP.
LIM
ITS
9
70
�
ï »¿955î��
16
80
�
S.F.
ï »¿55
P.L.
P.L.
P.L.
P.L.
350�
TEMP.CONST. LIMITS
PLAN BOOK 171 PAGE 17
YORK COUNTY REGISTRY OF DEEDS
BY SEACOST ENGINEERING ASSOCIATES
DATED FEBRUARY 9, 1988
SITE PLAN FOR 155 SACO AVENUE OLD ORCHARD BEACH, MAINE
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
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D-
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VIE
WE
D
HIG
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AY
Divisio
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me:...\
dgn\
007
_Pla
n_
002.d
gn
Userna
me:
Date:4/10/2
015
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OF
DE
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2
DE
SIG
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DE
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3
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LA
NS
ST
AT
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F M
AIN
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DE
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RT
ME
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F T
RA
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TE
SIG
NA
TU
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P.E.
NU
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ER
7
STP-1
733(4
00)X
16
17334.0
0
OL
D
OR
CH
AR
D
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AC
H
RO
UT
E
5 (S
AC
O
AV
EN
UE)
EM
ERS
ON
CU
MMIN
GS B
LV
D
4’ ESPLANADE (TYP.)
5’ SIDEWALK (TYP.)
SAWCUT LINE (TYP.)
CONSTRUCTION BASELINE (TYP.)
PL
AN
AN
D
PR
OFIL
E
Scale of Feet
25 0 25 50
5 0 5 10
PROFILE
Horiz.
Vert.
ROUTE 5 (SACO AVENUE)
WARNING STRIP (TYP.)
WITH DETECTABLE
BARRIER FREE RAMP
DEPARTMENT
FIRE
PAVEMENT LEGEND
FE
B 2
011
FE
B 2
011
D.B
UR
GE
SS
T.G
OR
RIL
L
T.
GO
RRIL
L
STA 50+00.00 UNION AVENUE
STA 30+00.00 EMERSON CUMMINGS BLVD =
STA 20+41.73 ROUTE 5 =
STA 22+50
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
STA 51+25
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
STA 32+25
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
STA 17+00
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
PROPOSED OVERLAY (TYP.)
APPROXIMATE EXISTING GROUND (TYP.)
99.98
99.70
100.23 100.4899.4599.2098.98
98.93
103.28
100.20
101.56
TO ACCOMODATE SIGNAL POLE
TRIM TREE AS REQUIRED
REMOVE SHRUB
PROTECT SHRUBS (TYP.)
INSTALLATION OF SIGNAL POLE
REMOVE SHRUB TO FACILITATE
UNIO
N
AV
EN
UE
100.10
BUTT JOINT (TYP.)
CONSTRUCT 12"
LIMIT OF OVERLAY
CB4
CB3
CB2
CB1
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE SIZE RIM INV. IN/SIZE(FROM) INV. IN/SIZE(TO) STATION/OFFSET COMMENTS
CB1 F 98.80 95.40/12"(CB2) 95.30/12"(OUTLET)
CB2 F 99.50 96.36/12"(CB3)
CB3 F 100.25 97.21/12"(CB4)
CB4 F 100.30 -
96.46/12"(CB1)
97.11/12"(CB2)
97.32/12"(CB3)
17+10.67, 19.96’ LT
19+12.81, 28.65’ LT
20+55.10, 35.59’ LT
20+77.58, 26.56’ LT
REMOVE EXISTING CONCRETE CROSSWALK
AREA OF MILL
AREA OF FULL DEPTH CONSTRUCTION
12" OPT III
12" UD, TYPE ’C’
12" UD, TYPE ’C’
TYPE ’C’
12" UD,
CONSTRUCT CLOSED DRAINAGE THEN IT WILL NOT BE CONSTRUCTED.
NOTE: CLOSED DRAINAGE MAY OR MAY NOT BE CONSTRUCTED BY THE TOWN. IF THE TOWN DOES NOT
BUTT JOINT LINE
207.657.6910
www.gorrillpalmer.com
Relationships. Responsiveness. Results.
B.
KE
EZ
ER
REMOVE TREE
REMOVE TREE
REMOVE TREE
#J45 ELECTRIC DROP
14IN PINE24IN DIA. HARDWWOOD
CONCRETETURN RIGHT AFTER STOP
24IN DIA. HARDWWOOD
CONCRETE
BRICK
10IN CRAB TREE14IN PINE
6IN DIA. BOLLARD
LORANGER SCHOOL LEFT
RTE. 5 NORTH
14IN MAPLE
32IN MAPLE
#44
LORANGER SCHOOL
CMP 45S
CMP#43
W
6IN DIA. BOLLARD
CNTRL
TRAFFIC CONTROL BOX
16IN LINE
28IN PINE
155 SACO AVE.
CMP #41
BRICK
28IN PINE
20IN MAPLE
CMP #42
28IN OAK
4IN CEDARSPRINT/US CELLULAR METERS
STREET NAME
24IN MAPLE
16IN OAK
20IN MAPLE
18IN MAPLE
15IN MAPLE
24IN MAPLE
4IN CEDAR
20IN MAPLE
16IN MAPLE
18IN PINE
24IN DIA. CONCRETE
VERIZON CABINET
22IN MAPLE
18IN PINE
STBWALK SIGNAL
W/WALK & DON’T
22IN PINE
4IN CEDAR
18IN PINE
4IN CEDAR4IN CEDAR
CMP 41
SM
DRILL HOLE IN CONCRETE
RIGHT TURN ON RED
SCHOOL 15MPH
8IN HARDWOOD
40IN OAK
8IN HARDWOOD
36IN X 84IN SHRUB
BEACH RECREATION
OLD ORCHARD
16IN HARDWOOD
4IN X 4IN GRANITE: FLUSH
CM
P #1
8IN HARDWOOD
(2) 6IN BIRCHES
36IN X 84IN SHRUB
45.00 9.00 -65.00 11.00 -6.00 -13.50 CL
36.00 4.00 -7.00 10.00 -2.00 42.00
Sill EL
14IN MAPLE
8IN
HA
RD
WO
OD
4IN X 4IN: 6IN AG
28IN PINE
36IN
X 48IN
BO
UL
DE
R
12IN
HA
RD
WO
OD
PROPANE FILL PIPE
8IN
HA
RD
WO
OD
12IN
HA
RD
WO
OD
18IN HARDWOOD
48IN
X 48IN
SH
RU
B
72IN
X 72IN
SH
RU
B
8IN
HA
RD
WO
OD
3IN
DIA. B
OL
LA
RD
8IN
HA
RD
WO
OD
RE
SE
RV
ED
PA
RKIN
G
EM
ER
GE
NC
Y
CE
NT
ER H
AN
DIC
AP
PA
RKIN
G
RE
SE
RV
ED
PA
RKIN
G
18IN
SP
RU
CE
16IN
HA
RD
WO
OD
SC
HO
OL
X-IN
G
24IN
PIN
E
104.0
0 31.0
0
CL
RE
SE
RV
ED
PA
RKIN
G
8IN
SP
RU
CE 2
0IN
PIN
E
(2) 12IN BIRCHES
10IN
HA
RD
WO
OD
16IN HARDWOOD
FIRE DANGER INFORMATION
16+00 18+00 19+00 20+00 21+00 22+00 23+00
PT
=
ST
A. 18
+00.80
PT
=
ST
A. 20
+02.70
PT
=
ST
A. 20
+97.05
PC
=
ST
A. 23
+49.57
N56°30’48.27"E N58°08’51.22"E N56°49’05.20"E
E = 0.07’
T = 11.60’
L = 23.20’
R = 1000.00’
· = 1°19’46.0" Lt.
D = 5°43’46.5"
PI = 20+85.45
CURVE DATA #3
E = 11.81’
T = 360.69’
L = 720.34’
R = 5500.00’
· = 7°30’14.7" Lt.
D = 1°02’30.3"
PI = 14+41.15
CURVE DATA #1
50
+00
51
+00
30
+00
31
+00
N56°56’0
7.6
2"
W
PC
= STA.
31+
24.80
E = 1.10’
T = 66.49’
L = 132.93’
R = 2000.00’
· = 3°48’29.1" Lt.
D = 2°51’53.2"
PI = 38+08.02
CURVE DATA #1
32
+00
17+00
PC
=
ST
A. 19
+74.18
PC
=
ST
A. 20
+73.85
E = 0.10’
T = 14.26’
L = 28.52’
R = 1000.00’
· = 1°38’02.9" Rt.
D = 5°43’46.5"
PI = 19+88.44
CURVE DATA #2
E = 1.68’
T = 267.78’
L = 535.53’
R = 21350.00’
· = 1°26’13.9" Lt.
D = 0°16’06.1"
PI = 52+67.78
CURVE DATA #1
SEWER MH
B-2
B-1
B-4
B-3A
SPRINT/US CELLULAR METERS
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
HIG
HW
AY
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DE
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2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
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HW
AY P
LA
NS
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
8
STP-1
733(4
00)X
16
17334.0
0
OL
D
OR
CH
AR
D
BE
AC
H
RO
UT
E
5 (S
AC
O
AV
EN
UE)
SID
ES
TR
EE
T
PR
OFIL
ES
FE
B 2
011
FE
B 2
011
D.B
UR
GE
SS
T.
GO
RRIL
L
T.G
OR
RIL
L
207.657.6910
www.gorrillpalmer.com
Relationships. Responsiveness. Results.
B.
KE
EZ
ER
85
90
95
100
105
110
115115
50+0051+00 52+00
50+0051+00 52+00
PROFILEUnion Ave
EL. 100.0
4
EL. 98.7
7
EL. 97.5
0
EL. 96.6
7
EL. 96.0
5
EL. 95.5
7
EL. 95.1
8
EL. 94.7
6
Scale of Feet
25 0 25 50
5 0 5 10
PROFILE
Horiz.
Vert.
85
90
95
100
105
110
115115
30+0031+0032+0033+00
30+0031+0032+0033+00
PROFILEEC Blvd
EL. 100.8
6
EL. 100.3
5
EL. 101.5
5
EL. 102.4
8
EL. 103.2
9
EL. 104.0
7
EL. 104.8
3
EL. 105.6
0
EL. 106.1
0
EL. 106.4
6
EL. 106.6
9
EL. 106.8
3
EL. 106.7
2
PVI =
ST
A. 30+12.6
3
PVI =
ST
A. 30+4
3.10
CROSS SECTIONS
REGRADE PER
APPROXIMATE EXISTING GROUND (TYP.)
PROPOSED OVERLAY (TYP.)
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
HIG
HW
AY
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Date:4/10/2
015
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OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
HIG
HW
AY P
LA
NS
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
9
STP-1
733(4
00)X
16
17334.0
0
OL
D
OR
CH
AR
D
BE
AC
H
RO
UT
E
5 (S
AC
O
AV
EN
UE)
ST
RIPIN
G
PL
AN
FE
B 2
011
FE
B 2
011
D.B
UR
GE
SS
T.
GO
RRIL
L
T.G
OR
RIL
L
207.657.6910
www.gorrillpalmer.com
Relationships. Responsiveness. Results.
B.
KE
EZ
ER
ROUTE 5 (SACO AVENUE)
UNIO
N
AV
EN
UE
EM
ERS
ON
CU
MMIN
GS B
LV
D
4"SWLL
4"SWLL
4"SWLL
4"SWLL
4"DYCL
24" S
L
24" S
L
LOCATION AND REFLECTIVITY.
(MUTCD) REGARDING SIZE, INSTALLATION,
ON UNIFORM TRAFFIC CONTROL DEVICES
SHALL BE IN ACCORDANCE WITH THE MANUAL
SIGNAGE, STRIPING AND PAVEMENT MARKINGS
STRIPING LEGEND
Scale of Feet
PLAN
25 0 25 50
4"D
YCL
4"DYCL
4"D
YCL
4"SWLL
4"SWLL
150’200’
11’
11’
5’
DEPARTMENT
FIRE
ST
A 19
+59.18
ST
A 18
+09.18
ST
A 16
+09.3
4
ST
A 20+9
4.0
0
ST
A 22
+50.0
0
STA 30+79.00
STA 31+
39.00
STA 32
+57.00
4"S
WLL
4"SWLL
4"BWLL
24"SL
24" S
L
4" DYCL - 4" WIDTH DOUBLE YELLOW CENTERLINE
4" BWLL - 4" WIDTH BROKEN WHITE LANE LINE
4" SWLL - 4" WIDTH SOLID WHITE LANE LINE
24" SL - 24" WIDTH STOP LINE
STREET SIGN
RELOCATE EXISTING
STREET SIGN
RELOCATE EXISTING
MISC. S
HRUBS &
PLANTS
BRIC
K
PA
VE
D
SL
OP
E
12IN
OA
K
72IN
WID
E
LIL
AC
10IN
CR
AB
TR
EE
12IN
OA
K
Sill EL
#13
61-
1/2
ST
Y
WO
OD
FR
AM
E
CH
LID
RE
N
CR
OS
SIN
G: 15
M
PH
15IN HDPE
VIN
YL S
TO
CK
AD
E
IPF
CIR
LIVIN
GS
TO
N
&
HU
GH
ES: F
LU
SH
VIN
YL
#37
48IN
OA
K
25
MP
H
CA
BIN
RE
NT
AL
VIN
YL
Sill EL
3IN
CH
ER
RY
W/ 4
ST
EM
S
12IN RCP
VIN
YL S
TO
CK
AD
E
Sill EL
STREET & ONE WAY
CO
NC
RE
TE
ED
GIN
G
CA
BIN
RE
NT
AL
CA
BIN
RE
NT
AL
Sill EL
96IN
DIA. L
ILA
C
PE
RE
NNIA
L P
LA
NT
S
CO
NC
RE
TE
PA
Y
PH
ON
E
CO
NC
RE
TE
ED
GIN
G
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
15IN
AS
H
84IN
WID
E
LIL
AC
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
IPF
5/8IN
RO
D: F
LU
SH
15IN
AS
H
#38
CMP 48
W
8IN MAPLE
48IN
DIA. R
HO
DO
DE
ND
RO
N
60IN
DIA. R
HO
DO
DE
ND
RO
N
6IN
PV
C
HA
RD
WO
OD
CHURCH
4IN FLOWERING CRAB TREE
15IN MAPLE
22IN OAK
SCHOOL 15MPH
6IN PVC
4
ST
EP
S
12IN OAK
4IN FLOWERIN CRAB TREE
14IN MAPLE
WALK LIGHT
CMP 46
28IN MAPLE
24IN PINE
12IN CONCRETE SIGN BASE
CROSSWALK
AVE
UNION
8IN
PV
C
24IN DIA. HARDWWOOD
STOP LINE
Sill EL
32IN MAPLE
#143
24IN DIA. HARDWWOOD
2-1/
2
ST
OR
Y
WO
OD
FR
AM
E
CONCRETE
24IN DIA. HARDWWOOD
24IN DIA. HARDWWOOD
25MPH
14IN PINE
HIGHWAY MONUMENT
6IN X 6IN
T
W/H: FLUSH
5IN X 5IN GRANITE
24IN DIA. HARDWWOOD
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
STA 50+00.00 UNION AVENUE
STA 30+00.00 EMMERSON CUMMINGS BLVD =
STA 20+41.73 ROUTE 5 =
12’
11’11’
156’
60’
118’
11’
11’
STA 18+09.18, 11.62’ LT
STA 19+59.18, 11.62’ LT
STA 31+40.33, 3.56’ RT
#J45 ELECTRIC DROP
14IN PINE24IN DIA. HARDWWOOD
CONCRETETURN RIGHT AFTER STOP
24IN DIA. HARDWWOOD
CONCRETE
BRICK
10IN CRAB TREE14IN PINE
6IN DIA. BOLLARD
LORANGER SCHOOL LEFT
RTE. 5 NORTH
14IN MAPLE
32IN MAPLE
#44
LORANGER SCHOOL
CMP 45S
CMP#43
W
6IN DIA. BOLLARD
CNTRL
TRAFFIC CONTROL BOX
16IN LINE
28IN PINE
155 SACO AVE.
CMP #41
BRICK
28IN PINE
20IN MAPLE
CMP #42
28IN OAK
4IN CEDARSPRINT/US CELLULAR METERS
STREET NAME
24IN MAPLE
16IN OAK
20IN MAPLE
18IN MAPLE
15IN MAPLE
24IN MAPLE
4IN CEDAR
20IN MAPLE
16IN MAPLE
18IN PINE
24IN DIA. CONCRETE
22IN MAPLE
VERIZON CABINET18IN PINE
STBWALK SIGNAL
W/WALK & DON’T
22IN PINE
4IN CEDAR
18IN PINE
4IN CEDAR
15IN MAPLE
4IN CEDAR
CMP 41
SM
DRILL HOLE IN CONCRETE
RIGHT TURN ON RED
SCHOOL 15MPH
8IN HARDWOOD
40IN OAK
8IN HARDWOOD
36IN X 84IN SHRUB
BEACH RECREATION
OLD ORCHARD
16IN HARDWOOD
4IN X 4IN GRANITE: FLUSH
CM
P #1
8IN HARDWOOD
(2) 6IN BIRCHES
36IN X 84IN SHRUB
45.00 9.00 -65.00 11.00 -6.00 -13.50 CL
36.00 4.00 -7.00 10.00 -2.00 42.00
Sill EL
14IN MAPLE
8IN
HA
RD
WO
OD
4IN X 4IN: 6IN AG
28IN PINE
36IN
X 48IN
BO
UL
DE
R
12IN
HA
RD
WO
OD
PROPANE FILL PIPE
8IN
HA
RD
WO
OD
12IN
HA
RD
WO
OD
18IN HARDWOOD
48IN
X 48IN
SH
RU
B
72IN
X 72IN
SH
RU
B
8IN
HA
RD
WO
OD
3IN
DIA. B
OL
LA
RD
8IN
HA
RD
WO
OD
RE
SE
RV
ED
PA
RKIN
G
EM
ER
GE
NC
Y
CE
NT
ER
AC
CE
SS
PA
D
HA
NDIC
AP
PA
RKIN
G
RE
SE
RV
ED
PA
RKIN
G
18IN
SP
RU
CE
16IN
HA
RD
WO
OD
SC
HO
OL
X-IN
G
24IN
PIN
E
104.0
0 31.0
0
CL
RE
SE
RV
ED
PA
RKIN
G
8IN
SP
RU
CE 2
0IN
PIN
E
W
PA
VE
D
OV
ER
(2) 12IN BIRCHES
10IN
HA
RD
WO
OD
16IN HARDWOOD
FIRE DANGER INFORMATION
SPRINT/US CELLULAR METERS
16+00 18+00 19+00 20+00 21+00 22+00 23+00
50
+00
51
+00
30
+00
31
+00
32
+00
17+00
52
+00
SEWER MH
B-2
B-1
B-4
B-3A
STA 22+50
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
STA 32+25
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
STA 17+00
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
STA 51+25
CONSTRUCT BUTT JOINT
LIMIT OF OVERLAY
VIN
YL
12IN RCP
VIN
YL S
TO
CK
AD
E
CA
BIN
RE
NT
AL
CO
NC
RE
TE
PA
Y
PH
ON
E
CO
NC
RE
TE
ED
GIN
G
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
15IN
AS
H
84IN
WID
E
LIL
AC
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
IPF
5/8IN
RO
D: F
LU
SH
15IN
AS
H
#38
W
60IN
DIA. R
HO
DO
DE
ND
RO
N
6IN
PV
C
HA
RD
WO
OD
4IN FLOWERING CRAB TREE
SCHOOL 15MPH
6IN PVC
4
ST
EP
S
4IN FLOWERIN CRAB TREE
14IN MAPLE
WALK LIGHT
CMP 46
28IN MAPLE
12IN CONCRETE SIGN BASE
CROSSWALK
AVE
UNION
8IN
PV
C
24IN DIA. HARDWWOOD
STOP LINE
Sill EL#143
32IN MAPLE
24IN DIA. HARDWWOOD
2-1/
2
ST
OR
Y
WO
OD
FR
AM
E
CONCRETE
24IN DIA. HARDWWOOD
24IN DIA. HARDWWOOD
25MPH
14IN PINE
HIGHWAY MONUMENT
6IN X 6IN
T
W/H: FLUSH
5IN X 5IN GRANITE
24IN DIA. HARDWWOOD
L.O.W.P.
L.O.W.P.
L.O.W.P.
LIMITS OF WROUGHT PORTION
P.L.
PLAN BOOK 171 PAGE 17
YORK COUNTY REGISTRY OF DEEDS
BY SEACOST ENGINEERING ASSOCIATES
DATED FEBRUARY 9, 1988
SITE PLAN FOR 155 SACO AVENUE OLD ORCHARD BEACH, MAINE
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
HIG
HW
AY P
LA
NS
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
10
STP-1
733(4
00)X
16
17334.0
0
OL
D
OR
CH
AR
D
BE
AC
H
RO
UT
E
5 (S
AC
O
AV
EN
UE)
EM
ERSO
N
CU
MMIN
GS BL
VD
Scale of Feet
PLAN
25 0 25 50
DEPARTMENT
FIRE
FE
B 2
011
FE
B 2
011
D.B
UR
GE
SS
T.
GO
RRIL
L
T.G
OR
RIL
L
1
CU
RBIN
G
LA
YO
UT
PL
AN
2
3 41
8
ROUTE 5 (SACO AVENUE)
STA 50+00.00 UNION AVENUE
STA 30+00.00 EMMERSON CUMMINGS BLVD =
STA 20+41.73 ROUTE 5 =
UNIO
N
AV
EN
UE
9
10
1112
13
14
15
16
17
18
19
20
21
22
23
2425 26 27
2829
30
31
32
33 34 35 36
37383940
42
43
4445
46
47
48
49
51
5253
54
50
55
56
57
58
59
60
61
62
63
64
65 66 67 68 69
70
SEE CROSS SECTIONS
DOUBLE CURB
29A
SEE INSET BELOW
40A39A 38A 37A
32A
31A
30A
29C 29B 28A
32B
Scale of Feet
PLAN
4 0 4 8
207.657.6910
www.gorrillpalmer.com
Relationships. Responsiveness. Results.
CURB LOCATIONS
LENGTH RADIUSPT PTSTART STATION END STATION TYPE
CURB LOCATIONS
LENGTH RADIUSPT PTSTART STATION END STATION TYPE
44
45
46
47
48
45
46
47
48
49
31+13.60, 20.69’ LT
31+98.43, 17.27’ LT
32+08.42, 19.21’ LT
31+13.60, 20.69’ LT
31+98.43, 17.27’ LT
32+08.42, 19.21’ LT
32+11.92, 21.05’ LT
51
52
53
32+19.86, 29.23’ LT
32+22.96, 37.49’ LT
32+23.37, 41.46’ LT
32+17.56, 25.99’ LT
32+19.86, 29.23’ LT
32+22.96, 37.49’ LT
50
51
52
41
42
42
43
30+78.75, 45.64’ LT
30+81.92, 39.41’ LT
19+58.87, 45.36’ LT
19+63.99, 48.62’ LT
30+81.92, 39.41’ LT
CURB LOCATIONS
LENGTH RADIUSPT PTSTART STATION END STATION TYPE
1
2
2
3
17+08.83, 20.84’ LT
17+12.84, 20.85’ LT
17+12.84, 20.85’ LT
18+24.08, 27.62’ LT
9 19+63.18, 22.41’ RT19+56.18, 22.43’ RT8
11
12
13
19+76.22, 22.36’ RT
20+14.07, 21.64’ RT
50+28.92, 20.20’ RT
19+69.18, 22.36’ RT
19+76.22, 22.36’ RT
20+14.07, 21.64’ RT
10
11
12
50+34.39, 20.13’ RT
50+47.38, 20.02’ RT
14
16
15
17
50+41.38, 20.06’ RT
50+54.37, 19.95’ RT
CURB LOCATIONS
LENGTH RADIUSPT PTSTART STATION END STATION TYPE
18
19
51+25.38, 22.03’ LT
50+84.88, 23.13’ LT
19
20
50+84.88, 23.13’ LT
50+80.88, 23.23’ LT
21 22 20+88.15, 25.35’ RT
23
24
25
26
20+92.71, 21.60’ RT
20+99.12, 19.27’ RT
21+02.50, 18.94’ RT
21+30.99, 18.85’ RT
24
25
26
27
20+99.12, 19.27’ RT
21+02.50, 18.94’ RT
21+30.99, 18.85’ RT
21+37.99, 18.83’ RT
29
30
31
32
21+31.01, 23.85’ RT
21+07.46, 25.94’ RT
20+98.41, 25.98’ RT
20+87.97, 33.93’ RT
21+38.01, 23.83’ RT28
30
31
21+78.00, 18.70’ RT
21+85.00, 18.68’ RT
21+91.00, 18.66’ RT
33
34
35
21+85.00, 18.68’ RT
21+91.00, 18.66’ RT
21+98.00, 18.64’ RT
34
35
36
21+98.00, 25.64’ RT
21+91.00, 25.66’ RT
21+85.00, 25.68’ RT
37
38
39
21+91.00, 25.66’ RT
21+85.00, 25.68’ RT
21+78.00, 25.70’ RT
38
39
40
55 31+39.14, 25.11’ RT
56
57
58
59
31+36.71, 19.97’ RT
31+33.72, 17.32’ RT
31+27.94, 15.47’ RT
31+01.94, 13.87’ RT
57
58
59
31+01.94, 13.87’ RT
31+27.94, 15.47’ RT
31+33.72, 17.32’ RT
60
61
30+47.61, 17.96’ RT
30+42.57, 19.28’ RT
64
65
66
20+51.67, 37.54’ LT
20+79.76, 27.31’ LT
20+83.86, 27.01’ LT
67
68
69
20+90.03, 26.98’ LT
20+94.14, 27.00’ LT
21+02.92, 27.00’ LT
68
69
70
20+94.14, 27.00’ LT
21+02.92, 27.00’ LT
21+06.92, 27.00’ LT
7.00
7.00
37.26
7.00
-
-
-
-
20.00
-
TC
1
TC
TC
1
1
TC
TC
40.47
4.00
7.00
3.35
28.49
7.00
10.20
7.00
6.00
7.00
7.00
6.00
7.00
-
-
20.00
20.00
20.00
-
-
-
-
-
-
-
-
-
-
-
1
TC
1
TC
1
1
TC
1
1
1
1
TC
1
TC
TC
1
TC
4.00
4.00
6.09
26.02
54.66
5.21
4.00
4.00
30.05
4.00
4.00
8.70
4.00
-
12.00
12.00
-
200.00
60.00
60.00
60.00
60.00
60.00
-
-
-
TC
TC
1
1
1
1
TC
TC
1
TC
TC
1
TC
73.69
6.40
7.00
38.24
85.58
10.33
4.00
4.00
8.88
4.00
150.00
40.00
40.00
40.00
-
25.00
25.00
25.00
25.00
25.00
1
TC
TC
1
1
1
TC
TC
1
TC
4.00
111.07
3 18+24.08, 27.62’ LT 41 18+88.11, 27.62’ LT - 15.47
18+88.11, 27.62’ LT
19+58.87, 45.36’ LT
13 50+28.92, 20.20’ RT 50+34.39, 20.13’ RT14 5.47 1
24.42
7.00
-
-
-
54 31+39.44, 29.14’ RT
62
61
60 30+47.61, 17.96’ RT
30+42.57, 19.28’ RT
30+38.79, 20.58’ RT
63
64
65
20+48.45, 39.91’ LT
20+51.67, 37.54’ LT
20+79.76, 27.31’ LT
7.00 - TC
21+17.44, 23.89’ RT29 29A
21 20+84.15, 32.26’ RT32 6.26 1
29A
21+31.01, 23.85’ RT
21+07.46, 25.94’ RT
20+98.41, 25.98’ RT
20+87.97, 33.93’ RT
21+17.44, 23.89’ RT
20+84.15, 32.26’ RT
13.56
9.05
13.76 16.00
2.00
8.10
21+98.00, 26.64’ RT
21+91.00, 26.66’ RT
21+85.00, 26.68’ RT
21+91.00, 26.66’ RT
21+85.00, 26.68’ RT
21+78.00, 26.70’ RT
7.00
6.00
7.00
-
-
-
TC
1
TC
37A 38A
38A 39A
39A 40A
21+31.01, 24.85’ RT
21+07.87, 26.94’ RT
20+98.51, 26.98’ RT
20+90.20, 32.25’ RT
21+38.01, 24.83’ RT
-
-
-
1
1
1
1
7.00 - TC
21+17.44, 24.89’ RT29C 13.56
9.36
10.21 15.00
28A 29B
30A
31A
32B
21+31.01, 24.85’ RT
21+07.87, 26.94’ RT
20+98.51, 26.98’ RT
21+17.44, 24.89’ RT29C
29B
30A
31A
9.79
20+88.23, 35.67’ RT TC15.0032A20+90.20, 32.25’ RT32B 4.00
#J45 ELECTRIC DROP
14IN PINE24IN DIA. HARDWWOOD
CONCRETETURN RIGHT AFTER STOP
24IN DIA. HARDWWOOD
CONCRETE
BRICK
10IN CRAB TREE14IN PINE
6IN DIA. BOLLARD
LORANGER SCHOOL LEFT
RTE. 5 NORTH
14IN MAPLE
32IN MAPLE
#44
LORANGER SCHOOL
CMP 45S
CMP#43
W
6IN DIA. BOLLARD
CNTRL
TRAFFIC CONTROL BOX
16IN LINE
155 SACO AVE.
28IN PINE
20IN MAPLE
CMP #42
28IN OAK
STREET NAME
24IN MAPLE
20IN MAPLE
18IN MAPLE
15IN MAPLE
24IN MAPLE
20IN MAPLE
16IN MAPLE
24IN DIA. CONCRETE
22IN MAPLE
STBWALK SIGNAL
W/WALK & DON’T
RIGHT TURN ON RED
8IN HARDWOOD
36IN X 84IN SHRUB
BEACH RECREATION
OLD ORCHARD
CM
P #1
36IN X 84IN SHRUB
45.00 9.00 -65.00 11.00 -6.00 -13.50 CL
36.00 4.00 -7.00 10.00 -2.00 42.00
Sill EL
14IN MAPLE
8IN
HA
RD
WO
OD
4IN X 4IN: 6IN AG
36IN
X 48IN
BO
UL
DE
R
12IN
HA
RD
WO
OD
8IN
HA
RD
WO
OD
12IN
HA
RD
WO
OD
18IN HARDWOOD
48IN
X 48IN
SH
RU
B
72IN
X 72IN
SH
RU
B
8IN
HA
RD
WO
OD
3IN
DIA. B
OL
LA
RD
8IN
HA
RD
WO
OD
RE
SE
RV
ED
PA
RKIN
G
EM
ER
GE
NC
Y
CE
NT
ER
AC
CE
SS
PA
D
HA
NDIC
AP
PA
RKIN
G
RE
SE
RV
ED
PA
RKIN
G
18IN
SP
RU
CE
16IN
HA
RD
WO
OD
SC
HO
OL
X-IN
G
24IN
PIN
E
104.0
0 31.0
0
CL
RE
SE
RV
ED
PA
RKIN
G
20IN
PIN
E
PA
VE
D
OV
ER
16IN HARDWOOD
FIRE DANGER INFORMATION
18+00 19+00 20+00 21+00 22+00
PT
=
ST
A. 18
+00.80
PT
=
ST
A. 20
+02.70
PT
=
ST
A. 20
+97.05
N56°30’48.27"E N58°08’51.22"E N56°49’05.20"E
E = 0.07’
T = 11.60’
L = 23.20’
R = 1000.00’
· = 1°19’46.0" Lt.
D = 5°43’46.5"
PI = 20+85.45
CURVE DATA #3
E = 11.81’
T = 360.69’
L = 720.34’
R = 5500.00’
· = 7°30’14.7" Lt.
D = 1°02’30.3"
PI = 14+41.15
CURVE DATA #1
50
+00
51
+00
30
+00
31
+00
N56°56’0
7.6
2"
W
PT
= STA.
32+57
.73
PC
= STA.
31+
24.80
E = 1.10’
T = 66.49’
L = 132.93’
R = 2000.00’
· = 3°48’29.1" Lt.
D = 2°51’53.2"
PI = 38+08.02
CURVE DATA #1
32
+00
17+00
PC
=
ST
A. 19
+74.18
PC
=
ST
A. 20
+73.85
E = 0.10’
T = 14.26’
L = 28.52’
R = 1000.00’
· = 1°38’02.9" Rt.
D = 5°43’46.5"
PI = 19+88.44
CURVE DATA #2
E = 1.68’
T = 267.78’
L = 535.53’
R = 21350.00’
· = 1°26’13.9" Lt.
D = 0°16’06.1"
PI = 52+67.78
CURVE DATA #1
SEWER MH
BY
DA
TE
SHEET NUMBER
OF
CR
OS
S S
EC
TIO
NS
HIG
HW
AY
Div
isio
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Fil
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SE
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Date
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90
95
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0
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5
110
05
10
15
20
25
30
35
40
45
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-15
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0-2
5-30
-35
-40
-45
-48
17+
00.0
0
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
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-5
-10
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0-2
5-30
-35
-40
-45
-48
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
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-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
17+
50.0
0
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
18
+0
0.0
0
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
18+
50.0
0
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
90
95
100
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
19+
00.0
0
90
95
100
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
Sta. 17+00.00 to Sta. 19+00.00
2%
4:1
SA
CO
AV
EN
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11
ST
P-1
73
3(4
00
)X
16
17334.0
0
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C LC LC LC LC L
42
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10.4
EX
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37
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18+
13.9
EX
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38
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21.6
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, 32.6
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, 31.3
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2’
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43.1
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98.9
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98.9
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1.50’
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6: 1
6: 1
6: 1
1.50’
6: 1
6: 1
6: 1
6: 1
40
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1.00’
1.00’
-3.7
%
-3.8
%
-3%
-3%
99.31
99.18
99.70
99.57
99.96
99.83
100.18
100.05
100.25
100.12
EX. R.O.W.EX. R.O.W.EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
PROP. R.O.W.
19+
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10
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20
25
30
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40
45
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MP
SA
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7.8
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3.0
0’
3.0
0’
15.6
5’
1.0
0’
46.4
’
7.2
7’
10.8
0’
21
.04
’
3:1
3.1
3’
13
.11
’
2.0
6’
5.0
0’
RE
MO
VE
19+
70.2
, 31.9
’ R
T
19
+5
4.4
, 3
1.3
’ R
T
19+
39.7
, 32.0
’ R
T
EX
IST
. T
RE
ES
F =
2.2
C.Y
.
C =
193.5
C.Y
.
F =
2.2
C.Y
.
C =
115.7
C.Y
.
F =
1.0
C.Y
.
C =
93
.5 C
.Y.
05
10
15
20
25
30
35
40
45
48
19
+8
4.9
0
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
2%
22.3
1’
4.9
5’
2.2
7’
EX. R.O.W.
ES
P.
S/W
TR
AV
EL
WA
Y
EX
IST
ING
CU
RB
-2.3
%-2.3
%3.5
%
100.2
0
-3%
3.0
0’
3.0
0’
7.9
9’
15.9
4’
-3%
37.5
’ L
T
19
+8
6.1
ST
UB
EX
IST
. P
OL
E
10
0.1
0
-2.9
%-2.9
%
-2.8
%5.8
%-2.8
%
100.44
100.31C L
100.69
100.56
100.77
100.64
100.91
100.78
101.03
100.90
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
11.3
%
9%
23
.8’ R
T
19+
84.9
PO
LE
PR
OP
.
30.7
’ R
T
19
+6
6.2
PO
LE
PE
DE
ST
AL
PR
OP
.
30.7
’ R
T
20+
22.8
PO
LE
PE
DE
ST
AL
PR
OP
.
46.4
’ L
T
20+
55.8
PO
LE
SIG
NA
L
PR
OP
.
T
T
T
BY
DA
TE
SHEET NUMBER
OF
CR
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S S
EC
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HIG
HW
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Div
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Fil
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e:..
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\01
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XS
EC
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22
+0
0_
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3.d
gn
Usern
am
e:
Date
:4/1
0/2
01
5ln
ew
ho
use
DE
SIG
N-D
ET
AIL
ED
PR
OJ.
MA
NA
GE
R
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LD
CH
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S
RE
VIS
ION
S 1
RE
VIS
ION
S 2
RE
VIS
ION
S 3
RE
VIS
ION
S 4
CH
EC
KE
D-R
EV
IEW
ED
DE
SIG
N2
-DE
TA
ILE
D2
DE
SIG
N3
-DE
TA
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D3
PIN
HIG
HW
AY
PL
AN
S
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ST
AT
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F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E
. N
UM
BE
R
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
22+
00.0
0
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
21+
90.0
0
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
C L
SA
CO
AV
EN
UE
13
ST
P-1
73
3(4
00
)X
16
17334.0
0
OL
D O
RC
HA
RD
BE
AC
H
RO
UT
E 5
(S
AC
O A
VE
NU
E)
B. K
EE
ZE
R
101.28
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
21
+5
0.0
0
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
Sta. 21+00.00 to Sta. 22+00.00
T.
GO
RR
ILL
T.G
OR
RIL
L
D.B
UR
GE
SS
FE
B 2
01
1
FE
B 2
01
1
C LC LC L
7.0
0’
2.3
6’
16.3
0’
1.0
0’
1.0
0’
-2%
-2%
-2%
18.8
’ R
T
21+
85.1
CM
P #
42
EX
IST
. U
P
W
WW
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
21+
00.0
0
90
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
4%
4:1
2%
100.62
10
0.4
8
-1%
-2%
C L6.8
7’
2.3
6’
16
.75
’12.2
1’
9.2
4’
5.5
5’
4.0
0’
5.0
0’
1.0
0’
1.0
0’
39
.2’
19.2
’ R
T
20
+9
6.0
CM
P #
43
EX
IST
. U
P
W
-4%
-10.9
%
F =
1.0
C.Y
.
C =
41.0
C.Y
.
101.29
101.16
101.62
101.49
101.92
101.79
101.97
101.84
EX. R.O.W.
EX. R.O.W.
PROP. R.O.W.
EX. R.O.W.EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
21
+0
5.0
, 2
0.5
’ R
T
PR
OP
. P
OL
E
21
+8
8.0
, 2
0.2
’ R
T
PR
OP
. P
OL
E
37.0
’ L
T
20
+8
7.2
PO
LE
PE
DE
ST
AL
PR
OP
.
27.6
’ R
T
20+
88.8
PO
LE
SIG
NA
L
PR
OP
.
T
-2.0
%
BY
DA
TE
SHEET NUMBER
OF
CR
OS
S S
EC
TIO
NS
HIG
HW
AY
Div
isio
n:
Fil
enam
e:..
.\d
gn
\01
4_
XS
EC
T_
50
+5
0_
00
4.d
gn
Usern
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Date
:4/1
0/2
01
5ln
ew
ho
use
DE
SIG
N-D
ET
AIL
ED
PR
OJ.
MA
NA
GE
R
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LD
CH
AN
GE
S
RE
VIS
ION
S 1
RE
VIS
ION
S 2
RE
VIS
ION
S 3
RE
VIS
ION
S 4
CH
EC
KE
D-R
EV
IEW
ED
DE
SIG
N2
-DE
TA
ILE
D2
DE
SIG
N3
-DE
TA
ILE
D3
PIN
HIG
HW
AY
PL
AN
S
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E
. N
UM
BE
R
90
95
10
0
10
5
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
50+
50.0
0
90
95
10
0
10
5
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
90
95
10
0
10
5
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
51+
00.0
0
90
95
10
0
10
5
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
90
95
10
0
10
5
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
51+
50.0
0
90
95
10
0
10
5
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
2%
UN
ION
AV
EN
UE
-2%
2%
2%
14
ST
P-1
73
3(4
00
)X
16
17334.0
0
OL
D O
RC
HA
RD
BE
AC
H
B. K
EE
ZE
R
97.04
Sta. 50+50.00 to Sta. 51+50.00
T.
GO
RR
ILL
T.G
OR
RIL
L
D.B
UR
GE
SS
FE
B 2
01
1
FE
B 2
01
1
C LC LC L
21.7
3’
1.0
0’
32.3’
28.8
’
6.9
’ R
T
50+
46.3
EX
IST
. S
EW
ER
MH
50
+5
9.4
, 2
2.0
’ R
T
50
+4
3.0
, 2
1.6
’ R
T
EX
IST
. T
RE
ES
41
.0’
RT
50+
34.6
EX
IST
. T
RE
E
44.3
’ L
T
50+
37.3
CM
P #
43
EX
IST
. U
P
34
.6’ L
T
51+
00.0
EX
IST
. B
LD
G
51
+0
0.1
, 2
2.0
’ R
T
50
+8
2.6
, 2
2.3
’ R
T
EX
IST
. T
RE
ES
35
.6’ R
T
50+
81.3
EX
IST
. T
RE
E
37
.4’ R
T
50+
83.9
EX
IST
. T
RE
E
32.4
’ L
T
51+
50.0
EX
IST
. B
LD
G
24
.0’ L
T
51+
26.5
EX
IST
. H
YD
RA
NT
WEXIS
T.
WATERLIN
E
W
RE
MO
VE
MA
INT
AIN
19.0
0’
1.0
0’
5.2
6’
5.0
0’
-2%
F =
5.2
C.Y
.
C =
13.3
C.Y
.
98.90
98.77
96.80
96.67
95.70
95.57
UN
IO
N A
VE
NU
E
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
33.1
’ L
T
50+
43.6
PR
OP
. S
IGN
AL
PO
LE
30
.9’ R
T
50+
43.2
SIG
NA
L P
OL
E
PR
OP
.
BY
DA
TE
SHEET NUMBER
OF
CR
OS
S S
EC
TIO
NS
HIG
HW
AY
Div
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n:
Fil
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e:..
.\d
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\01
5_
XS
EC
T_
30
+5
0_
00
5.d
gn
Usern
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e:
Date
:4/1
0/2
01
5ln
ew
ho
use
DE
SIG
N-D
ET
AIL
ED
PR
OJ.
MA
NA
GE
R
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LD
CH
AN
GE
S
RE
VIS
ION
S 1
RE
VIS
ION
S 2
RE
VIS
ION
S 3
RE
VIS
ION
S 4
CH
EC
KE
D-R
EV
IEW
ED
DE
SIG
N2
-DE
TA
ILE
D2
DE
SIG
N3
-DE
TA
ILE
D3
PIN
HIG
HW
AY
PL
AN
S
DE
PA
RT
ME
NT
OF
TR
AN
SP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E
. N
UM
BE
R
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
30
+5
0.0
0
95
10
0
10
5
110
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
95
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
31+
00.0
0
95
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
95
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
31
+5
0.0
0
95
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
32
+0
0.0
0
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-2
0-2
5-30
-35
-40
-45
-48
32+
50.0
0
10
0
10
5
110
115
05
10
15
20
25
30
35
40
45
48
-5
-10
-15
-20
-2
5-30
-35
-40
-45
-48
Sta. 30+50.00 to Sta. 32+50.00
106.69
-2%
4%
4:1
2%
-2%
4%
4:1
2%
4%
4:1
2%
4%
2%
4:1
-2%
-2%
4%
2%
4:1
-2%
15
ST
P-1
73
3(4
00
)X
16
17334.0
0
OL
D O
RC
HA
RD
BE
AC
H
101.77
103.28
103.3810
4.78
106.09
T.
GO
RR
ILL
T.G
OR
RIL
L
D.B
UR
GE
SS
FE
B 2
01
1
FE
B 2
01
1
C L C L C L C L C L
5.6
8’
4.4
0’
33.2
0’
1.0
0’
5.0
0’
6.2
5’
17
.79
’5
.73
’5.1
8’
1.0
0’
16
.24
’1
.00
’5
.73
’4
.00
’
-2%
27
.4’
37
.2’
32
.2’
30
.4’
35.2
’ L
T
30+
57.7
EX
IST
. P
OL
E S
TU
B
40.7
’ R
T
30+
38.6
EX
IST
. T
RE
E
17.4
’ R
T
30
+9
6.7
CM
P #
1
EX
IST
. U
P3
2.5
’ R
T
31+
07.3
EX
IST
. T
RE
E
33
.8’ R
T
31
+2
9.0
EX
IST
. T
RE
E
24.9
’ L
T
31+
41.3
EX
IST
. T
RE
E
34.3
’ L
T
31
.69
.1
EX
IST
. T
RE
E
45
.0’ L
T
32
+0
0.4
EX
IST
. T
RE
E
35.1
’ R
T
31
+6
9.3
EX
IST
. T
RE
E
36.1
’ R
T
31
+8
9.5
EX
IST
. T
RE
E
22
.2’ R
T
32+
67.9
EX
IST
. H
YD
RA
NT
W
W
3.4
4’
26
.8’
101.68
101.55
103.42
103.29
104.96
104.83
106.23
106.10
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
EX. R.O.W.
PROP. R.O.W.
PROP. R.O.W.
PROP. R.O.W. PROP. R.O.W.
PROP. R.O.W.
PROP. R.O.W.
B. K
EE
ZE
R
EM
ER
SO
N C
UM
MIN
GS
BL
VD
.EM
ER
SO
N C
UM
MIN
GS
BL
VD
TO
RE
MA
IN
5.1
1’
4.0
9’
6.1
0’
4.9
5’
6.4
1’
35.1
0’
31.8
’ R
T
30
+3
7.0
PR
OP
. S
IGN
AL
PO
LE
T
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORDSHEET NUMBER
OFDATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
SY
MB
OLS
(SE
PTIC T
AN
K)
WA
TE
R LIN
E
GA
S LIN
E
ELE
CT
RIC LIN
E
TE
LE
PH
ON
E LIN
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SE
WE
R LIN
E
PR
OP
ER
TY LIN
E
EXIS
TIN
G RIG
HT O
F W
AY
CO
NT
RO
L O
F A
CC
ES
S
NE
W RIG
HT O
F W
AY
RIG
HT O
F W
AY M
AP
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
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N
16 S
TA
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PLAN FILED IN PLAN BOOK PAGE
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Date:4/10/2
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11
17334.00
OLD ORCHARD BEACH
OL
D
OR
CH
AR
D
BE
AC
H
YORK COUNTY
J.C.C.
J.C.C.
C.W.K.
J.C.C.
T.L.B.
T.J.K.
D.O.T. FILE NO. 16-473
KENNETH L. SWEENEY
SHEET 1 OF 1
FEDERAL AID PROJECT N0. STP-1733(400)X
STATE AID HIGHWAY NO. 9
ROUTE 5
DAVID BERNHARDT
FEBRUARY 2012
STATE OF MAINE
REGISTRY OF DEEDS
COUNTY
RECEIVED
Attest:
,
REGISTER
Plan Book , Page
at h m M and recorded in
A.
LA
S RV
R
ST
A
OF
NE
N
U EY
O
TE M
I
D
A
PETER
BELANGER
1341
P
ROFESSIO
N
AL
COND. 6/4/12 16335 912
PLAN BOOK 29 PAGE 24
YORK COUNTY REGISTRY OF DEEDS
S.H.C. FILE NO. 16-113
PLAN DATE JANUARY 1956
STATE PROJECT F-09-1(2)
RIGHT OF WAY MAP
A. MAINE STATE HIGHWAY COMMISSION
AUGUST 3, 1874 VOL 9 PAGE 521
AS ACCEPTED BY THE TOWN OF SACO
AT OLD ORCHARD
B. RETURN OF PART OF UNION AVENUE
NOT RECORDED
DATED MARCH 8, 1984
BY DOW & COULOMBE INC.
OLD ORCHARD BEACH, MAINE
OF A SECTION OF THE "T" FOR TURN ROAD
C. PLAN SHOWING A SURVEY
3 RODS
1887
VOLUME 24 PAGE 25
OLD ORCHARD BEACH
D. YORK COUNTY COMMISSIONERS RECORDS
PORTION (L.O.W.P.)
PURPOSES WITHIN LIMITS OF WROUGHT
E. PRESCRIPTIVE EASEMENT FOR HIGHWAY
UNRECORDED
PLAN DATE OCTOBER 9, 1972
BY DOW, COULOMBE & BROWN
OLD ORCHARD BEACH MAINE
CHARLOTTE CLOUGH
OF A PORTION OF LAND OF
PLAN SHOWING A SUBDIVISION
SACO AVENUE
TO SACO
TO
DIRIG
O
RO
AD
ROUTE 5
TO
RO
UTE 9
TO ROUTE 98
GRID
MAIN
E 2000
WEST
ZO
NE
17
11
L.O.W.P.
L.O.W.P.
L.O.W.P.
NO
T
RE
CO
RD
ED
DA
TE
D
MA
RC
H 11, 1
977
BY
DO
W
&
CO
UL
OM
BE IN
C.
F
OR
TH
E T
OW
N
OF
OL
D
OR
CH
AR
D
BE
AC
H, M
AIN
E
CO
MP
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E PL
AN
OF L
AN
D
MA
DE
NO
T
RE
CO
RD
ED
DA
TE
D
MA
RC
H 8, 1
984
BY
DO
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&
CO
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OM
BE IN
C.
OL
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D
BE
AC
H, M
AIN
E
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N
OF T
HE "T" F
OR
TU
RN
RO
AD
PL
AN
SH
OWIN
G
A S
UR
VE
Y
40’ W
IDE P
APE
R S
TR
EET
30’
30’
30’
35’
40’
30’
34’*
60’
45’
40’
36’*
14’*
25’*
16’*
5’*
EN
D
B.L.
ST
ATE
AID
HIG
HW
AY
NO. 1
0
UNIO
N
AV
EN
UE
BEGIN B.L.
ST
A. 5
1+
50
EN
D
B.L.
+70 +50 +15
+50
+50
+25
11
05
�
40
67
�
ï »¿17î��
15
67
�
4’*
52.95’23.20’
71.15’28.52’173.38’
132.9
3’
124.8
0’
150.0
0’
N.5
6°-56’-07.7
"W.
N.56°-30’-48.3"E.
N.58°-08’-51.2"E.
N.56°-49’-05.2"E.
LOT
1
LOT
3
LOT
5
LOT
7
LO
T 10
LO
T 8
LO
T 6
LO
T 4
LO
T 2
N.13°-29’-03.1"E.
20.86’
N.5
2°-41’-23.1
"W.
101.9
4’
N.45
°-34’-
06.7"
W.
25.37
’
+03* +46*
35’*
34’*
134’* 69’*
178’*
120’*
+60
35’
35’
LIMITS OF WROUGHT PORTION
+30
24.8
2’
74.8
0’
29.1
9’
N.8
4°-35’-46.2
"E.
40.4
5’
N.6
4°-17’-05.7
"E.
TEMP. CONST.LIMITS
CO
NS
T.
LIM
ITS
+17
+50
+50
+35
+30
TE
MP.
CO
NS
T.
LI
MITS
TE
MP.
CO
NS
T.
LI
MITS
CO
NS
T.
TEMP.
LIM
ITS
9
70
�
ï »¿955î��
84’* ï
»¿16
80
�
S.F.
ï »¿55
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
STEPHEN B. MONK
N/F KI
MB
ER
LY
RO
DG
ER
S
WILLIA
M
RO
DG
ER
S
N/F
VIC
TO
R
E. L
ED
OU
X
N/F
BARBARA J. ROBERTS
N/F
KAREN PATRY
DANIEL PATRY
N/F
350�
(F
OR
ME
R
T F
OR
TU
RN
RO
AD)
E. E
ME
RS
ON
CU
MMIN
GS
BL
VD.
REM. AREA = 26.15* AC.
TOTAL AREA = 26.27* AC.(OWNER)
TEMP. CONST. RIGHTS = 1925* S.F.(2)
TOTAL LAND TAKEN = 5172* S.F.
LAND TAKEN = 4067* S.F.(OTHER)
LAND TAKEN = 1105* S.F.(PRESC. EASE.)
PARCEL NO. (1)
TOWN OF OLD ORCHARD BEACH
REM. AREA = 1.66* AC.
TOTAL AREA = 1.7* AC.(OWNER)
TEMP. CONST. RIGHTS = 1680* S.F.(1)
TOTAL LAND TAKEN = 1584* S.F.
LAND TAKEN = 1567* S.F.(OTHER)
LAND TAKEN = 17* S.F.(PRESC. EASE.)
PARCEL NO. (3)
TOWN OF OLD ORCHARD BEACH
TOTAL AREA = 24,428* S.F.(SURVEY)
TEMP. CONST. RIGHTS = 550* S.F.(1)
ITEM NO. (4)
GSB CORPORATION
END B.L.
21+50.00
+07
TEMP.CONST. LIMITS
STATE AID HIGHWAY NO. 9
TOTAL AREA = 65,939* S.F.(CALC.)
TEMP. CONST. RIGHTS = 350* S.F.(1)
SIGNAL SYSTEM EASEMENTS = 145* S.F.(2)
ITEM NO. (2)
CONDOMINIUM ASSOCIATION
155 SACO AVENUE
PLAN BOOK 171 PAGE 17
YORK COUNTY REGISTRY OF DEEDS
BY SEACOST ENGINEERING ASSOCIATES
DATED FEBRUARY 9, 1988
SITE PLAN FOR 155 SACO AVENUE OLD ORCHARD BEACH, MAINE
UNRECORDED
PLAN
DATE A
UGUST 21, 1
993
BY ROBERT
A. YARUMI
AN
COUNTY OF Y
ORK STATE
OF M
AINE
TOWN OF O
LD ORCHARD
BEACH
SACO AVENUE
- UNIO
N STREE
T
ROBERT R.
DOYLE & E
VLYN T.
DOYLE
A STANDARD
BOUNDARY SURVEY
FOR
70* S.F.
LIMITS
EASE.
SYSTEM
SIGNAL
75* S.F.
LIMITS
EASE.
SYSTEM
SIGNAL
P.C. STA. 50+00.00 (S.A.H. NO. 10)
STA. 30+00.00 (E. EMERSON CUMMINGS BLVD.)
STA. 20+41.73 (S.A.H. NO. 9)=
12IN
OA
K
72IN
WID
E
LIL
AC
10IN
CR
AB
TR
EE
12IN
OA
K 1-1/
2
ST
Y
WO
OD
FR
AM
E
CH
LID
RE
N
CR
OS
SIN
G: 15
M
PH
VIN
YL S
TO
CK
AD
E
IPF
CIR
LIVIN
GS
TO
N
&
HU
GH
ES: F
LU
SH
VIN
YL
#37
48IN
OA
K
25
MP
H
CA
BIN
RE
NT
AL
VIN
YL
Sill EL
3IN
CH
ER
RY
W/ 4
ST
EM
S
12IN RCP
VIN
YL S
TO
CK
AD
E
Sill EL
CO
NC
RE
TE
ED
GIN
G
CA
BIN
RE
NT
AL
CA
BIN
RE
NT
AL
Sill EL
96IN
DIA. L
ILA
C
PE
RE
NNIA
L P
LA
NT
S
CO
NC
RE
TE
PA
Y
PH
ON
E
CO
NC
RE
TE
ED
GIN
G
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
15IN
AS
H
84IN
WID
E
LIL
AC
4IN
FL
OW
ERIN
G
CR
AB
TR
EE
48IN
DIA. H
OL
LY
IPF
5/8IN
RO
D: F
LU
SH
15IN
AS
H
#38
8IN MAPLE
W
48IN
DIA. R
HO
DO
DE
ND
RO
N
60IN
DIA. R
HO
DO
DE
ND
RO
N
6IN
PV
C
HA
RD
WO
OD
4IN FLOWERING CRAB TREE
15IN MAPLE
SCHOOL 15MPH
6IN PVC
4
ST
EP
S
4IN FLOWERIN CRAB TREE
14IN MAPLE
WALK LIGHT
CMP 46
28IN MAPLE
12IN CONCRETE SIGN BASE
CROSSWALK
AVE
UNION
8IN
PV
C
24IN DIA. HARDWWOOD
STOP LINE
Sill EL#143
32IN MAPLE
24IN DIA. HARDWWOOD
2-1/
2
ST
OR
Y
WO
OD
FR
AM
E
CONCRETE
24IN DIA. HARDWWOOD
24IN DIA. HARDWWOOD
CMP #40
25MPH
14IN PINE
HIGHWAY MONUMENT
6IN X 6IN
T
W/H: FLUSH
5IN X 5IN GRANITE
24IN DIA. HARDWWOOD
R = 1000.00’
E = 0.07’
L = 23.20’
T = 11.60’
· = 1°-19’-46.0" LT.
D = 5°-43’-46.5"
P.I. STA. 20+85.45
R = 5500.00’
E = 11.81’
L = 720.34’
T = 360.69’
· = 7°-30’-14.7" LT.
D = 1°-02’-30.3"
P.I. STA. 14+41.15
R = 1000.00’
E = 0.10’
L = 28.52’
T = 14.26’
· = 1°-38’-02.9" RT.
D = 5°-43’-46.5"
P.I. STA. 19+88.44
R = 925.00’
E = 21.53’
L = 395.30’
T = 200.72’
· = 24°-29’-08.3" RT.
D = 6°-11’-38.9"
P.I. STA. 25+50.29
P.C.
ST
A. 19+
74.1
8
P.T.
ST
A. 20+
97.0
5
P.C.
ST
A. 20+
73.8
5
P.C.
ST
A. 23+
49.5
7
P.T. STA. 32+57.73
P.C. S
TA. 31
+24.80
P.T.
ST
A. 18+
00.8
0
181719 20 21 22 23
31
32
51
52
R = 2000.00’
E = 1.10’
L = 132.93’
T = 66.49’
· = 3°-48’-29.1" LT.
D = 2°-51’-53.2"
P.I. STA. 38+08.02
E. EMERSON CUMMINGS BLVD.
R = 21,350.00’
E = 1.68’
L = 535.53’
T = 267.78’
· = 1°-26’-13.9" LT.
D = 0°-16’-06.1"
P.I. STA. 52+67.78
S.A.H. NO. 10
P.T.
ST
A. 20+
02.7
0
#J45 ELECTRIC DROP
14IN PINE24IN DIA. HARDWWOOD
CONCRETETURN RIGHT AFTER STOP
24IN DIA. HARDWWOOD
CONCRETE
BRICK
10IN CRAB TREE14IN PINE
6IN DIA. BOLLARD
LORANGER SCHOOL LEFT
RTE. 5 NORTH
14IN MAPLE
32IN MAPLE
#44
LORANGER SCHOOL
CMP 45S
CMP#43
W
6IN DIA. BOLLARD
CNTRL
TRAFFIC CONTROL BOX
16IN LINE
28IN PINE
155 SACO AVE.
CMP #41
BRICK
28IN PINE
20IN MAPLE
CMP #42
28IN OAK
4IN CEDARSPRINT/US CELLULAR METERS
STREET NAME
24IN MAPLE
16IN OAK
20IN MAPLE
18IN MAPLE
15IN MAPLE
24IN MAPLE
4IN CEDAR
20IN MAPLE
16IN MAPLE
36IN OAK
18IN PINE
24IN DIA. CONCRETE
VERIZON CABINET
22IN MAPLE
18IN PINE
STBWALK SIGNAL
W/WALK & DON’T
22IN PINE
4IN CEDAR 4IN CEDAR
15IN MAPLE
4IN CEDAR
CMP 41
6IN X 6IN GRANITE MONUMENT: FLUSH
IPF
1IN IP: 12IN AG
SM
DRILL HOLE IN CONCRETE
RIGHT TURN ON RED
6IN HARDWOOD
30IN OAKSCHOOL 15MPH
36IN DIA.
4IN CEDAR
72IN DIA.
8IN HARDWOOD
40IN OAK
8IN HARDWOOD
36IN DIA.
36IN X 84IN SHRUB
BEACH RECREATION
OLD ORCHARD
WOOD
PATRY REALTY
16IN HARDWOOD 144IN DIA.
W
72IN DIA.4IN X 4IN GRANITE: FLUSH
CM
P #1
8IN HARDWOOD
(2) 6IN BIRCHES
36IN X 84IN SHRUB
Sill EL
45.00 9.00 -65.00 11.00 -6.00 -13.50 CL
36.00 4.00 -7.00 10.00 -2.00 42.00
Sill EL
14IN MAPLE
8IN
HA
RD
WO
OD
4IN X 4IN: 6IN AG
28IN PINE
36IN
X 48IN
BO
UL
DE
R
12IN
HA
RD
WO
OD
PROPANE FILL PIPE
8IN
HA
RD
WO
OD
12IN
HA
RD
WO
OD
18IN HARDWOOD
48IN
X 4
8IN
SH
RU
B
72IN
X 72IN
SH
RU
B
8IN
HA
RD
WO
OD
3IN
DIA. B
OL
LA
RD
8IN
HA
RD
WO
OD
RE
SE
RV
ED
PA
RKIN
G
EM
ER
GE
NC
Y
CE
NT
ER
AC
CE
SS
PA
D
HA
NDIC
AP
PA
RKIN
G
RE
SE
RV
ED
PA
RKIN
G
18IN
SP
RU
CE
16IN
HA
RD
WO
OD
SC
HO
OL
X-IN
G
24IN
PIN
E
104.0
0 31.0
0
CL
RE
SE
RV
ED
PA
RKIN
G
8IN
SP
RU
CE 2
0IN
PIN
E
W
PA
VE
D
OV
ER
(2) 12IN BIRCHES
10IN
HA
RD
WO
OD
16IN HARDWOOD
FIRE DANGER INFORMATION
SPRINT/US CELLULAR METERS
CNTRL
SEWER MH
