general notes harbor park boardwalk and handrail …
TRANSCRIPT
" H A
R B
O R
P A
R K
"
C O N
N E
C T
I C
U T
R I
V E
R
RO
UTE 9
NO
RTH
BO
UN
D
F
l
o
a
t
i
n
g
D
o
c
k
HARBOR DRIVE
BEGIN BOARDWALK
IMPROVEMENTS
END BOARDWALK
IMPROVEMENTS
THE MATTABESETT
CANOE CLUB
TUNNEL TO
DOWNTOWN
PROJECT SITE VICINITY MAP:
LOCATION MAP:
HARBOR PARK BOARDWALKAND HANDRAIL IMPROVEMENTS
100 HARBOR DRIVEMIDDLETOWN, CONNECTICUT
CITY BID NO. 2020-09
CONSTRUCTION DOCUMENTS#2708-18
AUGUST 31, 2020
PREPARED FOR:CITY OF MIDDLETOWNDEPARTMENT OF PUBLIC WORKS245 DEKOVEN DRIVEMIDDLETOWN CT 06457
0' 50' 100'
SCALE 1" = 100'0 1/2" 1"
0' 500' 1000'
SCALE 1" = 1000'0 1/2" 1"
Copyright Milone & MacBroom, Inc - 2019
Know what's below.before you dig.Call
R
www.cbyd.com
99 REALTY DRIVE
CHESHIRE, CT 06410
203.271.1773
WWW.MMINC.COM
PROJECT SITE
PREPARED BY:
SIDEWALK
PROPOSEDEXISTING
SETBACK LINE
CATCH BASIN
GAS VALVE
WATER VALVE
DOMESTIC WATER
UTILITY POLE
MONUMENT
GUARD RAIL
CONTRACT LIMIT LINE
ELECTRIC LINE
WATER MAIN
TREE/SHRUB
MINOR CONTOUR
SITE LIGHT
HYDRANT
WATER METER
TREE LINE
SPOT GRADE
MAJOR CONTOUR
WETLAND BUFFER LINE
PROPERTY LINE
STREET LINE
LEGEND
CHAIN LINK FENCE
BORING
TEST PITTP-1
MMI 2
MANHOLE/YARD DRAIN/
AREA DRAIN
SANITARY SEWER
WITH MANHOLE
STORM DRAIN WITH
CATCH BASIN
EDGE OF PAVEMENT
WITH CURB
ALUMINUM ALUMINUM
LIST OF DRAWINGSNO. NAME TITLE
01 -- TITLE SHEET
02 EX EXISTING CONDITIONS
03 RM SITE PLAN - REMOVALS
04 LA SITE PLAN - LAYOUT
05-06 GR-1, GR-2 SITE PLAN - GRADING AND SEDIMENT & EROSION CONTROLS
07 SE SEDIMENT AND EROSION CONTROL NARRATIVE AND DETAILS
08-09 SD-1, SD-2 SITE DETAILS
10 BL BORING LOGS
GENERAL NOTES
1. BASE MAPPING DEPICTED PER FIELD SURVEY CONDUCTED BY MILONE AND MACBROOM,
DATED: AUGUST 2019
2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON
AVAILABLE INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE
CONSIDERED APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE
CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG",
1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL OR
HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE
ATTENTION OF THE ENGINEER FOR RESOLUTION.
3. MILONE & MACBROOM INC. ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND
DATA WHICH HAVE BEEN SUPPLIED BY OTHERS.
4. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER.
5. SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND
DESCRIBED WITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE
IMPLEMENTED AND MAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS
ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE
"GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, AND IN
ALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.
6. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH
GRASS OR SODDED, AS SHOWN ON THE PLANS.
7. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.
8. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE CITY OF
MIDDLETOWN REQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF
CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS,
BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 818 AND ADDENDUMS
9. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL,
WATER AUTHORITY, AND STATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN
MATERIALS AND LOCATIONS SHOWN, AND LOCAL REQUIREMENTS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTION OF WORK. THE ENGINEER
WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORK
WHICH DOES N0T CONFORM TO LOCAL CODE.
10. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A
SECONDARY CONTAINER AND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS
FLOOR DURING NON-WORK HOURS.
11. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE
CONTRACTOR AND THE PERMITTEE.
12. THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE
SILTATION CONTROL UNTIL ALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL
DISTURBED AREAS ARE PERMANENTLY STABILIZED.
FLOW
C O N N E C T I C U T R I V E R
Benchmark "C"
Bench Tie in 24" Oak
Elev.=22.37
" H A
R B
O R
P A
R K
"
Exis
tin
g
Buildin
g
FF=
11.3
Pavers
Patio
Building
Overhang
Building
Overhang
Conc
Bench on
Conc Pad
(Typ)
Sculpture
on Conc Pad
Conc Curb
Conc Curb
Conc Curb
Conc Curb
Conc.
Bollard
(Typ)
Temporary
Construction
Chain Link Fence
Swing
Water
Spout
S
w
in
g
Edge of Gravel
Pavilion
Hand Hole
Electric
Vault
18" Tree
18" Maple
Multi
12" Tree
24" Tree
24" Oak
Quad
14" Tree
Muli
14" Tree
14" Tree
18" Maple
15" Locust
15" Locust
15"
Locust
15" Maple
4-12"Trees
12"
Maple
18" Locust
18" Locust
Lions Park
Monument
Mooring
Post
Electric Box
Water Fountain
Grass
Grass
Grass
Grass
Grass
Grass
Grass
Bit
Bit
MH
T.F.=11.27
Lawn
Conc.
Conc. Wall
Bit
Bit
Wood Boardwalk
W
ood B
oardw
alk
Conc Curb W
all
Wood Boardwalk
Boring
Elev.=11.09
Boring
Elev.=11.13
Boring
Elev.=11.69
MM-7
Elev.=9.96
TP-7
Elev.=9.70
MM-8
Elev.=9.81
TP-8
Elev.=10.10
TP-9
Elev.=9.79
MM-9
Elev.=10.41
Benchmark "B"
MAG NAIL IN CONCRETE
Elev.=13.22
Electric Box
Electric Conduit
Electric Conduit
30"
Sycamore
Bit Remains
Tunnel
Camera Pole
Trash
Trash
Benches
Mooring
Post
Conc Curb
Picnic Table
(Typ)
Trash
Bit Ramp
R
a
ilro
a
d
R
a
il
Electric Trench
Electric Box
Stone Retraining Wall
36" RCP
INV.=2.512" CI
INV.=8.6
1
0
-2
0
-15
1
0
1
1
5
9
1
0
-5
-1
0
-
1
5
1
0
2
5
2
0
1
5
13
1
2
-
2
0
-15
-10
Concrete Walk
Benchmark "A"
Mag Nail in Catch Basin
Elev.=10.58
C
o
n
c
S
id
e
w
a
lk
Concrete Steps
Metal Trash
Container on
Conc Pad
Conc S
teps
C
o
n
c
S
t
e
p
s
C
o
n
c
C
u
r
b
C
o
n
c
C
u
r
b
Conc Curb
G
r
a
s
s
Wood
Guard Rail
P
a
tio
C
o
n
c
U
p
p
e
r D
e
ck
Hand Hole
18" Locust
18" Locust
15" Locust
15" Locust
15" Locust
Steel Handrail
Post and Glass
Railing
Steel Handrail
Steel Cable
w/Railing on Wall
Conc
Boat Cleat
(Typ)
Wood Pylon
(Typ)
SAN MH
T.F.=12.07
INV.=5.3
10 Clay
D
E
x
istin
g
B
u
ild
in
g
FF=11.9
Grass
W
o
o
d
B
o
a
r
d
w
a
l
k
Bit
Parking
Lot
G
r
a
s
s
C
o
n
c
.
S
w
k
MM-10
Elev.=9.90
TP-10
Elev.=12.11
Electric Box
Hookup
Brick
Patio
Pavilion
F
l
o
a
t
i
n
g
D
o
c
k
G
a
n
g
w
a
y
Bench
W
ood Boardw
alk
Bric
k
Conc Curb
Conc Curb
Grass
Electric Box
B
a
r
CCB
T.G.=11.74
INV.=7.5(NW)
TOP OF HOOD=8.7(SE)
CLCB
T.G.=10.57
INV.=6.6(NW)
TOP OF HOOD=7.6(N)
STORM MH
T.F.=10.82
INV.=6.4(S)
INV.=1.6(NE)
INV.=1.7(SW)
1
2
"
R
C
P
1
2
"
S
L
C
P
P
12" RCP
3
6
"
R
C
P
3
6
"
R
C
P
CCB
T.F.=8.46
12" RCP
INV.=5.6
-20
-1
5
1
0
-
1
5
-
1
0
9
Electrical
Conduit
HARBOR DRIVE
Concrete Boat
Launch
C
o
n
c
.
FLOW
C O N N E C T I C U T R I V E R
SHEET NAME
DATE
EX
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
AUGUST 31, 2020
2708-18
1"=30'
SITE
PLA
N -
EXIS
TIN
G C
ON
DIT
ION
S
MID
DLE
TOW
N, C
ON
NEC
TIC
UT
HA
RB
OR
PA
RK
BO
AR
DW
ALK
AN
D H
AN
DR
AIL
IMPR
OVE
MEN
TS
100
HA
RB
OR
DR
IVE
SHEET NO.
DES
CR
IPTI
ON
BY
DA
TE
0' 15' 30'
0 1/2" 1"
Copyright Milone & MacBroom, Inc - 2019
99
R
EA
LT
Y D
RIV
E
CH
ES
HIR
E, C
T 0
64
10
20
3.2
71
.1
77
3
WW
W.M
MIN
C.C
OM
MATCH
LIN
EM
ATCH
LIN
E
S
W
N E
MATCH
LIN
E
MATCH
LIN
E
ROUTE 9
10+
00
11+00
12+
00
13+00
14+
00
15+00 16+00
17+
00
18+
00
19+
00
FLOW
C O N N E C T I C U T R I V E R
BROWNSTONE WALL TO REMAIN
3' flush section of cap
BEGIN BOARDWALK REMOVAL
SAW CUT AND REMOVE SECTION OF
BULKHEAD CONCRETE CAP. (TYP.)
" H A
R B
O R
P A
R K
"
Exis
tin
g
Buildin
g
FF=
11.3
Pavers
Patio
Building
Overhang
Building
Overhang
Conc
Bench on
Conc Pad
(Typ)Sculpture
on Conc Pad
Conc Curb
Conc Curb
Conc Curb
Conc Curb
Conc.
Bollard
(Typ)
Swing
Water
Spout
S
w
in
g
Edge of Gravel
Pavilion
Hand Hole
Electric
Vault
Muli
14" Tree
18" Maple
15" Locust
15" Locust
15"
Locust
15" Maple
4-12"Trees
12"
Maple
18" Locust
18" Locust
Lions Park
Monument
Mooring
Post
Electric Box
Water Fountain
Grass
Grass
Grass
Grass
Bit
Bit
MH
T.F.=11.27
Lawn
Conc.
Conc. Wall
Wood Boardwalk
W
ood B
oardw
alk
Wood Boardwalk
MM-7
Elev.=9.96
TP-7
Elev.=9.70
MM-8
Elev.=9.81
TP-8
Elev.=10.10
TP-9
Elev.=9.79
MM-9
Elev.=10.41
Electric Box
Electric Conduit
Electric Conduit
30"
Sycamore
Tunnel
Camera Pole
Trash
Trash
Benches
Mooring
Post
Conc Curb
Picnic Table
(Typ)
Trash
Electric Trench
Electric Box
36" RCP
INV.=2.5
Concrete Walk
TREE TO REMAIN
CUT VEGETATION TO GROUND LEVEL,
REMOVE AND DISPOSE OF ALL DEBRIS
BEGIN ALUMINUM RAILING REMOVAL
+/- 50' (TYP.)
SEE TYPICAL EXISTING CROSS
SECTION ON THIS SHEET
REMOVE CONCRETE SLAB
A
A1
REMOVE SOIL TO 6" BELOW
TOP OF CONCRETE CAP
PEDESTRIAN ACCESS TO REMAIN
DURING CONSTRUCTION,
PROTECT CONCRETE WALK FROM
CONSTRUCTION VEHICLE TRAFFIC
REMOVE LAWN AND SOIL
REMOVE AND RESET PAVERS
PEDESTRIAN ACCESS TO REMAIN
DURING CONSTRUCTION
REMOVE DAMAGED LIGHT POLE, FIXTURE TO REMAIN
LIGHT POLES ADJACENT TO BOARDWALK
TO REMAIN UNLESS OTHERWISE NOTED
(TYP.)
BEGIN CUT TOP OF CONCRETE CURB
END SAW CUT TOP OF
CONCRETE CURB
BEGIN SAW CUT TOP OF
CONCRETE CURB
REMOVE AND RESET
WATER FOUNTAIN
ADD ALTERNATE NO.1
REMOVE AND RESET ALL LIGHT POLES
ADJACENT TO BOARDWALK ON NEW
FOUNDATIONS (TYP.)
PERFORM TEST PIT TO EXPOSE LIGHTPOLE
FOUNDATION, HAND DIG TEST PIT
19+
00
20+
00
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
24+
00
25+
00
26+
00
26+12
CONCRETE TERRACED
SEATING TO REMAIN
CONCRETE BLOCK WALL
TO REMAIN
END BOARDWALK
REMOVAL
SAW CUT AND REMOVE SECTION OF
BULKHEAD CONCRETE CAP. (TYP.)
C
o
n
c
S
id
e
w
a
lk
Concrete Steps
Metal Trash
Container on
Conc Pad
Conc S
teps
C
o
n
c
S
t
e
p
s
C
o
n
c
C
u
r
b
C
o
n
c
C
u
r
b
Conc Curb
G
r
a
s
s
Wood
Guard Rail
P
a
tio
C
o
n
c
U
p
p
e
r D
e
ck
Hand Hole
18" Locust
18" Locust
15" Locust
15" Locust
15" Locust
Steel Handrail
Post and Glass
Railing
Steel Handrail
Steel Cable
w/Railing on Wall
Conc
Boat Cleat
(Typ)
Wood Pylon
(Typ)
SAN MH
T.F.=12.07
INV.=5.3
10 Clay
D
E
x
istin
g
B
u
ild
in
g
FF=11.9
Grass
W
o
o
d
B
o
a
r
d
w
a
l
k
Bit
Parking
Lot
G
r
a
s
s
C
o
n
c
.
S
w
k
MM-10
Elev.=9.90
TP-10
Elev.=12.11
Electric Box
Hookup
Brick
Patio
Pavilion
F
l
o
a
t
i
n
g
D
o
c
k
G
a
n
g
w
a
y
Bench
W
ood Boardw
alk
Bric
k
Conc Curb
Conc Curb
Grass
Electric Box
B
a
r
CCB
T.G.=11.74
INV.=7.5(NW)
TOP OF HOOD=8.7(SE)
CLCB
T.G.=10.57
INV.=6.6(NW)
TOP OF HOOD=7.6(N)
STORM MH
T.F.=10.82
INV.=6.4(S)
INV.=1.6(NE)
INV.=1.7(SW)
1
2
"
R
C
P
1
2
"
S
L
C
P
P
12" RCP
3
6
"
R
C
P
3
6
"
R
C
P
CCB
T.F.=8.46
12" RCP
INV.=5.6
Electrical
Conduit
HARBOR DRIVE
Concrete Boat
Launch
C
o
n
c
.
BEGIN REMOVAL OF FLUSH
CONCRETE HEADER
END ALUMINUM
RAILING REMOVAL
+
/- 50' (TYP.)
TEMPORARY FENCE AT
STAIR ACCESS POINTS
PEDESTRIAN ACCESS TO REMAIN
DURING CONSTRUCTION,
PROTECT CONCRETE WALK FROM
CONSTRUCTION VEHICLE
TRAFFIC
FLOW
C O N N E C T I C U T R I V E R
END REMOVAL OF FLUSH
CONCRETE HEADER
REMOVE PAVILION STRUCTURE, CUT
POST FOOTINGS 2' BELOW GRADE,
REMOVE PAVERS, PLACE TOPSOIL AND
SEED AREA TO LAWN
REMOVE AND REST PAVERS
CUT AND CAP PAVILION ELECTRICAL
FEEDS, PROVIDE HANDHOLE FOR
FUTURE ACCESS
END SAW CUT TOP OF
CONCRETE CURB
SAW CUT TOP OF
CONCRETE CURB
10' ±
WOODEN BOARDWALK DECKING
(TO BE REMOVED)
CONCRETE CURB
(TO REMAIN, TOP
TO BE SAW CUT
AND REMOVED)
18"
ALUMINUM RAILING
(TO BE REMOVED)
CONCRETE CAP
(TO REMAIN, CUT AT LOCATIONS
OF DRAINAGE SCUPPERS)
4"+
/-
8"±
STEEL BULKHEAD
(TO REMAIN)
CT RIVER
HAUNCH IN CONCRETE
CAP
DECKING SUPPORT
STRUCTURE (TO BE
REMOVED)
CONDITION VARIES,
TYPICALLY LAWN
TYPICAL EXISTING SECTION (A, A1)
5"+
/-
PITCH
2'+
/-
SUBSOIL - TO BE REMOVED AS
NEEDED FOR CONSTRUCTION OF
CONCRETE WALK
SHEET NAME
DATE
RM
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
AUGUST 31, 2020
2708-18
1"=30'
SITE
PLA
N -
REM
OVA
LS
MID
DLE
TOW
N, C
ON
NEC
TIC
UT
HA
RB
OR
PA
RK
BO
AR
DW
ALK
AN
D H
AN
DR
AIL
IMPR
OVE
MEN
TS
100
HA
RB
OR
DR
IVE
SHEET NO.
DES
CR
IPTI
ON
BY
DA
TE
0' 15' 30'
0 1/2" 1"
Copyright Milone & MacBroom, Inc - 2019
99
R
EA
LT
Y D
RIV
E
CH
ES
HIR
E, C
T 0
64
10
20
3.2
71
.1
77
3
WW
W.M
MIN
C.C
OM
MATCH
LIN
EM
ATCH
LIN
E
REMOVALS LEGEND
REMOVE WOOD
BOARDWALK AND WOOD
SUPPORT STRUCTURE
CONTRACT LIMIT LINE
TREE TO BE PROTECTED
TREE TO BE REMOVED
S
W
N E
MATCH
LIN
E
MATCH
LIN
E
REMOVE VEGETATION
REMOVE SOIL
REMOVALS NOTES
1. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS
BEEN BASED UPON AVAILABLE INFORMATION AND MAY BE INCOMPLETE,
AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THE
LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO
BEGINNING CONSTRUCTION. CALL "CALL BEFORE YOU DIG",
1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE
VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL
IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION.
2. INFORMATION SHOWN ON THIS DRAWING IS TO BE USED FOR
REFERENCE ONLY. THE LOCATION, SIZE AND ELEVATIONS OF UTILITIES
AND STRUCTURES AND THE NATURE OF THEIR CONTENTS SHALL BE
CONFIRMED IN THE FIELD PRIOR TO DEMOLITION. ANY DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
DEMOLITION.
3. THE INTENT OF THIS DRAWING IS TO IDENTIFY SPECIFIC DEMOLITIONS.
HOWEVER, THE GRAPHIC LEGEND MAY NOT BE A COMPREHENSIVE LIST
OF ALL SITE REMOVALS.
4. ABANDONED UTILITIES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.
5. CONTRACTOR TO COORDINATE ALL PROPOSED UTILITY WORK WITH
APPROPRIATE UTILITY COMPANIES. THIS WORK SHALL BE DONE AT THE
CONTRACTORS EXPENSE UNLESS OTHERWISE PROVIDED FOR IN THE
SPECIFICATIONS. THE CONTRACTOR SHALL REMOVE OR ABANDON THE
EXISTING UTILITY SERVICES AS DIRECTED AND TO THE SATISFACTION
OF EACH INDIVIDUAL UTILITY COMPANY.
6. ALL UNDERGROUND UTILITIES NOT SHOWN TO BE REMOVED SHALL HAVE
SERVICE MAINTAINED AND SHALL BE PROTECTED DURING
CONSTRUCTION.
7. WORK SHALL NOT COMMENCE UNTIL APPROVED IN WRITING BY THE
OWNER.
8. CONTRACTOR IS RESPONSIBLE TO OBTAIN PERMITS REQUIRED AND
COMPLY WITH ALL REGULATIONS IN THE DEMOLITION AND REMOVAL OF
THE DESIGNATED STRUCTURES.
9. INSTALL ALL SEDIMENT AND EROSION CONTROLS PRIOR TO BEGINNING
DEMOLITION WORK. SEE DRAWINGS UT-1 AND UT-2 FOR DETAILS.
10. EXTENT OF PAVEMENTS TO BE REMOVED IS SHOWN ON PLAN.
CONTRACTOR SHALL PROTECT AREAS OF PAVEMENT IDENTIFIED TO
REMAIN.
11. ANY MATERIALS DEEMED UNSUITABLE BY THE ENGINEER SHALL BE
DISPOSED OF OFF-SITE IN CONFORMANCE WITH LOCAL, STATE AND
FEDERAL REGULATIONS.
12. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES ASSOCIATED
WITH THE HANDLING AND DISPOSAL OF ALL MATERIALS.
13. ALL TREES ARE TO REMAIN UNLESS IDENTIFIED OTHERWISE AND SHALL
BE PROTECTED DURING ALL CONSTRUCTION ACTIVITIES.
14. SEE SPECIFICATIONS REGARDING WORK WITHIN MATURE TREE ROOT
SYSTEMS
15. ANY TREES/VEGETATION NOT NOTED FOR REMOVAL IN CONFLICT WITH
PROPOSED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT PRIOR TO REMOVAL.
16. CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION FENCE (CF) TO
ENCLOSE THE SITE AND SHALL COINCIDE WITH THE CONTRACT LIMIT
LINE. ADJUST FENCE LOCATION AS REQUIRED AS WORK PROGRESSES.
REMOVE CONCRETE UNIT
PAVERS
REMOVE AND RESET
CONCRETE UNIT PAVERS
" H A
R B
O R
P A
R K
"
C
o
n
c
S
id
e
w
a
lk
Edge of Gravel
RO
UTE 9
NO
RTH
BO
UN
D
Grass
Grass
Grass
Grass
Grass
Grass
10+
00
11+00
12+
00
13+00
14+
00
15+00 16+00
17+
00
18+
00
19+
00
20+
00
BEGIN INTEGRALLY COLORED
CONCRETE WALK
BEGIN ALUMINUM
PICKET RAILING
B
B1
SEE TYPICAL CROSS
SECTION ON THIS SHEET
12
1 1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
EXPANSION JOINT AND LIMIT
OF COLORED POUR (TYP.)
DRAINAGE SCUPPER LOCATION (TYP.)
REFER TO GRADING PLAN
50' TYP.
BETWEEN
SCUPPERS
C O N N E C T I C U T R I V E R
FLOW
REMOVE AND REPLACE LIGHT POLE,
REMOUNT EXISTING FIXTURE
REMOVE AND RESET LIGHT
POLE (TYP.)
INSTALL (4) BOAT CLEATS, MATCHING
EXISTING, AT LADY KATHERINE DOCKING AREA
COORDINATE FINAL LOCATIONS IN THE FIELD
5'
PROVIDE GATE AT THIS LOCATION, FINAL
LOCATION TO BE FIELD VERIFIED
COMPACTED STONEDUST PATH
PROVIDE TEMPORARY PUBLIC ACCESS TO
RESTROOMS THROUGHOUT CONSTRUCTION OR AS
DIRECTED BY THE CITY.
UPON COMPLETION RESTORE AREA TO LAWN
BEGIN PRECAST CURB
RESET UNIT PAVERS
RESTORE DISTURBED AREAS TO LAWN
(TYP.)
RESTORE DISTURBED AREAS TO LAWN
(TYP.)
Wood
Guard Rail
15" Locust
15" Locust
15" Locust
D
F
l
o
a
t
i
n
g
D
o
c
k
12" RCP
INV.=5.6
HARBOR DRIVE
C O N N E C T I C U T R I V E R
FLOW
26+46
21+
00
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0
25+
00
26+
00
END INTEGRALLY
COLORED CONCRETE
WALK WITH HAUNCH
END ALUMINUM
PICKET RAILING
1
1
1
2
2
2
2
2
2
2
2
2
2
1
1
1
1
1
1
1
2
FURNISH AND PLACE TOPSOIL,
SEED AREA TO LAWN
RESET UNIT PAVERS
BEGIN INTEGRALLY COLORED
CONCRETE WITH HAUNCH
INSTALL 1-1/2" PVC CONDUIT FOR EXISTING
ELECTRICAL. CAP EACH CONDUIT AND MOUNT TO WALL
2' ABOVE FINISHED GRADE OF BOARDWALK
PROVIDE GATE AT THIS LOCATION
E
MAINTAIN PUBLIC ACCESS TO CANOE CLUB AT
ALL TIMES
COORDINATE CONSTRUCTION ACTIVITIES TO
LIMIT DISRUPTION TO PRIVATE DOCK ACCESS
INSTALL PRECAST CURB
RESTORE DISTURBED AREAS TO LAWN
(TYP.)
ALUMINUM PICKET RAILING SYSTEM,
COORDINATE POST LOCATIONS
SAWCUT CONCRETE CAP FOR
DRAINAGE SCUPPERS. SEE PLANS
FOR LOCATIONS, SEE DETAIL.
CT RIVER
10'-8"
42"
TYPICAL SECTION - PROPOSED B-B1
RESURFACE ALL VISIBLE FACES OF
EXISTING CONCRETE CAP FOR
CONSISTENT APPEARANCE
REMOVED PORTION OF
CONCRETE CURB, REFER TO
REMOVALS AND GRADING PLAN
INTEGRALLY COLORED
CONCRETE WALK
5" ±
PROCESS AGGREGATE
BASE
PROOF ROLLED
SUBGRADE
COLD JOINT
NOT TO SCALE
SLOPE 1.8 % MAXIMUM
5"
8"
SURFACE VARIES,
TYPICALLY RESTORE TO
LAWN
EXISTING CONCRETE CURB
VARIES
TYPICAL JOINTING ENLARGEMENT
PROVIDE EXPANSION JOINT
AT ALL FIXED OBJECTS
30' O.C. TYPICAL
EXISTING
CONCRETE CAP
CONDITION VARIES,
SEE PLAN
SCORE JOINT
2' TYPICAL
2'
DOWELED EXPANSION
JOINT, 2' O.C.
10'-8"
NOT TO SCALE
SHEET NAME
DATE
LA-1
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
AUGUST 31, 2020
2708-18
1"=30'
SITE
PLA
N -
LAYO
UT
AN
D M
ATE
RIA
LS
MID
DLE
TOW
N, C
ON
NEC
TIC
UT
HA
RB
OR
PA
RK
BO
AR
DW
ALK
AN
D H
AN
DR
AIL
IMPR
OVE
MEN
TS
100
HA
RB
OR
DR
IVE
SHEET NO.
DES
CR
IPTI
ON
BY
DA
TE
0' 15' 30'
0 1/2" 1"
Copyright Milone & MacBroom, Inc - 2019
99
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EA
LT
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E
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ES
HIR
E, C
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64
10
20
3.2
71
.1
77
3
WW
W.M
MIN
C.C
OM
S
W
N E
LAYOUT NOTES
1. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
2. CONTRACTOR TO COORDINATE DRAINAGE SCUPPER LOCATIONS WITH RAILING POST LOCATIONS
PRIOR TO CUTTING CONCRETE CAP. RAILING LAYOUT SHALL TAKE PRECEDENCE OVER SCUPPER
LOCATIONS. FINAL LAYOUT TO BE APPROVED BY OWNER.
3. SEE EXISTING CONDITIONS PLAN FOR VERTICAL AND HORIZONTAL BENCH MARK INFORMATION.
INTEGRAL COLORED CONCRETE:
1 WESTWOOD BROWN
2 AUTUMN BEIGE
REFER TO DETAILS
MATCH
LIN
EM
ATCH
LIN
E
MATCH
LIN
E
MATCH
LIN
E
10+
00
11+00
12+
00
13+00
14+
00
15+00 16+00
17+
00
" H A
R B
O R
P A
R K
"
Exis
tin
g
Buildin
g
FF=
11.3
Pavers
Patio
Bollard
(Typ)
Pavilion
15" Locust
15" Locust
15"
Locust
15" Maple
4-12"Trees
Water Fountain
Grass
Grass
Grass
MH
T.F.=11.27
30"
Sycamore
36" RCP
INV.=2.5
-2
0
-15
1
0
1
1
5
9
1
0
-5
-1
0
-
1
5
1
0
11.39
11.42
9.08
8.94
9.07
8.87
9.02
8.88
9.03
8.94
8.98
8.89
9.00
8.87
8.98
9.04
8.99
8.94
8.91
11.46
10.53
8.94
10.34
10.86
11.53
8.83
8.80
8.81
8.80
8.85
8.86
8.93
8.88
9.138.94
8.95
8.90
8.93
8.90
8.87
8.88
8.82
9.02
11.44
11.45
11.22
10.80
10.63
10.75
10.98
11.37
11.38
11.13
10.72
9.87
11.53
11.95
11.57
11.47
11.44
11.42
10.96
10.02
9.70
9.59
8.86
8.82
8.80
8.91
8.92
9.05
9.72
9.889.90
9.76
9.25
9.11
8.99
8.98
8.90
9.01
10.28
10.43
8.98
8.92
8.98
9.00
8.96
9.02
8.87
8.88
8.80
9.198.91
8.94
9.04
9.00
8.89
6.79
10.08
5.96
1.66
10.77
10.91
11.29
11.12
8.91
9.00
8.96
9.05
8.88
8.96
9.01
8.84
8.83
9.17
9.01
8.85
9.02
11.91
12.33
12.81
13.09
11.97
11.38
11.13
11.11
10.68
12.33
12.8113.06
10.69
9.63
9.63
10.67
13.07
13.31
13.12
10.25 10.24
9.75
9.41
9.43
9.81
12.92
26.43
26.81
MAINTAIN EXISTING FINISHED GRADE
OF BOARDWALK AT CONCRETE
BULKHEAD CAP ELEVATION 9.0 (TYPICAL)
CONNECT ICUT R IVER
FLOW
9.15
9.1
9.15
9.2 9.29.15
9.1
9.09.15
9.15
9.05
9.05
9.059.0
9.05
9.05
9.109.0
9.05
9.0
9.05
9.0
9.3
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.98.98.99.2
9.05
8.9
9.0
9.0
9.3
9.5
9.15
9.0
9.0
9.0
8.9
9.09.0
9.0
9.0
9.0
9.05
8.9
9.159.0
9.15
9.0
9.0
9.1
9.0
9
9
9
9
9
9
9
9
9
9
9
9
9
9
SOIL STOCKPILE AREA (TYP.)
PRIMARY STAGING AREA, FINAL
LOCATION AND SIZE TO BE
COORDINATED PRIOR TO
CONSTRUCTION
MATCH LINE AND GRADE
18+
00
19+
00
20+
00
21+
00
2
2
+
0
0
C
o
n
c
S
id
e
w
a
lk
Water
Spout
Hand Hole
Hand Hole
Electric
Vault
12"
Maple
18" Locust
18" Locust
18" Locust
18" Locust
15" Locust
15" Locust
15" Locust
SAN MH
T.F.=12.07
INV.=5.3
10 Clay
D
Grass
Grass
F
l
o
a
t
i
n
g
CCB
T.G.=11.74
INV.=7.5(NW)
TOP OF HOOD=8.7(SE)
CLCB
T.G.=10.57
INV.=6.6(NW)
TOP OF HOOD=7.6(N)
STORM MH
T.F.=10.82
INV.=6.4(S)
INV.=1.6(NE)
INV.=1.7(SW)
1
2
"
R
C
P
1
2
"
S
L
C
P
P
12" RCP
3
6
"
R
C
P
3
6
"
R
C
P
-1
5
1
0
-
1
5
-
1
0
8.98
9.07
9.00
8.98
8.90
9.01
8.97
8.77
8.99
9.02
9.02
8.88
9.04
8.87
8.99
8.88
11.28
11.10
11.31
11.27
11.25
11.31
11.46
11.63
11.91
11.99
8.97
10.70
8.80
8.86
11.12
11.14
8.90
8.93
8.90
8.90
8.88
8.98
11.80
12.00
11.78
11.51
11.42
11.31
11.33
8.99
8.83
9.01
8.86
9.01
8.90
9.01
8.85
9.02
8.85
8.99
8.81
9.02
8.92
9.03
8.90
9.04
8.91
SEDIMENT FILTER FENCE (TYP.)
CONNECT ICUT R IVER
FLOW
9.15
9.15 9.15
9.15
9.15
9.15
9.05
9.05
9.05
9.05
9.05
8.9
8.9
8.9
8.9
8.9
8.9
8.9
8.9
9.0
9.05
9.15
9.0
9.15
9.0
9.15
9.0
9.05
9.05
8.9
9.0
9.15
9.0
9.05
9.0
9.05
8.9
9.0
9.0
9.0
9
9
9
9
9
9
9
9
9
9
MATCH LINE AND GRADE
OF CONCRETE WALK
SHEET NAME
DATE
GR-1
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
SW
N
E
AUGUST 31, 2020
2708-18
1"=20'
SITE
PLA
N -
GR
AD
ING
AN
D S
EDIM
ENT
& E
RO
SIO
N C
ON
TRO
LS
MID
DLE
TOW
N, C
ON
NEC
TIC
UT
HA
RB
OR
PA
RK
BO
AR
DW
ALK
AN
D H
AN
DR
AIL
IMPR
OVE
MEN
TS
100
HA
RB
OR
DR
IVE
SHEET NO.
DES
CR
IPTI
ON
BY
DA
TE
0' 10' 20'
0 1/2" 1"
Copyright Milone & MacBroom, Inc - 2019
99
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LT
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CH
ES
HIR
E, C
T 0
64
10
20
3.2
71
.1
77
3
WW
W.M
MIN
C.C
OM
MATCH
LIN
E
MATCH
LIN
E
MATCH
LIN
E
MATCH
LIN
E
MATCH
LIN
E
MATCH
LIN
E
PROPOSED CONTOUR
EXISTING CONTOUR
PROPPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
70.5
70
70.5
124
LEGEND
INLET PROTECTION
SEDIMENT FILTER FENCE
SOIL STOCKPILE
26+46
2
3
+
0
0
24+
00
25+
00
26+
00
Concrete Steps
G
r
a
s
s
P
a
tio
C
on
c
U
p
p
e
r D
e
ck
Steel Handrail
Post and Glass
Railing
Steel Handrail
Steel Cable
w/Railing on Wall
E
x
istin
g
B
u
ild
in
g
FF=11.9
G
r
a
s
s
Brick
Patio
Pavilion
D
o
c
k
G
a
n
g
w
a
y
Grass
B
ar
CCB
T.F.=8.46
12" RCP
INV.=5.6
9
8.90
8.74
8.63
8.70
8.90
8.70
8.73
8.97
8.93
8.70
8.94
8.94
8.77
8.82
9.00
9.03
8.88
9.00
8.87
11.66
11.72
9.24
9.25
11.67
11.44
11.69
11.73
21.47
21.47
11.56
11.68
11.82
12.18
8.78
8.80
8.77
8.86
8.99
8.93
8.94
8.94
8.98
9.00
8.97
8.97
8.97
9.00
8.75
8.56
8.78
8.96
8.77
8.76
8.70
8.75
8.83
8.82
8.90
9.23
9.41
9.68
9.58
8.42
8.45
8.63
8.94
8.88
8.99
9.34
9.25
8.84
8.86
8.87
8.82
8.84
8.84
8.71
8.72
CONNECT ICUT R IVER
FLOW
9.15
9.1
9.1
9.0
8.7
8.7
8.9
9.0
9.1
9.1
9.1
9.1
9.1
9.09.0
9.0
9.0
8.9
8.9
8.9
8.8
8.9
9.05
9.05
9.05
9.05
8.9
8.9
8.9
8.9
9.15
9.0
9.0
9.0
8.9
8.9
9.1
9.0
9.0
8.9
8.7
9.1
9.0
9.0
8.80
9.0
9
9
9
9
9
9
9
9
MODIFY BOTTOM OF
STAIR ELEVATION TO
ELEVATION SHOWN
MAINTAIN BOTTOM OF
STAIR ELEVATION
MATCH LINE AND GRADE
1'
50' O.C.
TYPICAL
EXISTING
CURB
TYPICAL PROPOSED GRADING DIAGRAM
9.1
.5%
9.0
8.98.9
BC 9.0BC 9.0
1%
CT RIVER
CT RIVER
25'DRAINAGE
SCUPPER
PROPOSED WALK
EXISTING BOARDWALK
9.0 +/-
9.35 +/-
8.9 +/-
CURB TO REMAIN
VARIES
9.1 +/- BOTTOM OF CURB
.5%
9
9
TYPICAL SECTION - EXISTING VS. PROPOSED
1%
SHEET NAME
DATE
GR-2
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
SW
N
E
AUGUST 31, 2020
2708-18
1"=20'
SITE
PLA
N -
GR
AD
ING
AN
D S
EDIM
ENT
& E
RO
SIO
N C
ON
TRO
LS
MID
DLE
TOW
N, C
ON
NEC
TIC
UT
HA
RB
OR
PA
RK
BO
AR
DW
ALK
AN
D H
AN
DR
AIL
IMPR
OVE
MEN
TS
100
HA
RB
OR
DR
IVE
SHEET NO.
DES
CR
IPTI
ON
BY
DA
TE
0' 10' 20'
0 1/2" 1"
Copyright Milone & MacBroom, Inc - 2019
99
R
EA
LT
Y D
RIV
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ES
HIR
E, C
T 0
64
10
20
3.2
71
.1
77
3
WW
W.M
MIN
C.C
OM
PROPOSED CONTOUR
EXISTING CONTOUR
PROPPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
70.5
70
70.5
124
LEGEND
1. CONCRETE WALK SLOPES SHALL BE 1:50 (2%) OR LESS AND THE CROSS
SLOPES SHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT
BE GREATER THAN 1/2 INCH.
2. CONTRACTOR TO VERIFY ELEVATIONS OF DRAINAGE SCUPPERS AT
PLACEMENT OF CONCRETE WALK BASE MATERIAL. ANY DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
3. PROTECT ROOT ZONES OF EXISTING TREES DURING CONSTRUCTION AS
SHOWN ON PLANS.
GRADING NOTES:
INLET PROTECTION
SEDIMENT FILTER FENCE
MATCH
LIN
E
MATCH
LIN
E
SOIL STOCKPILE
SHEET NAME
DATE
SE
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
AUGUST 31, 2020
2708-18
AS NOTED
SED
IMEN
T A
ND
ER
OSI
ON
CO
NTR
OL
PLA
N
MID
DLE
TOW
N, C
ON
NEC
TIC
UT
HA
RB
OR
PA
RK
BO
AR
DW
ALK
AN
D H
AN
DR
AIL
IMPR
OVE
MEN
TS
100
HA
RB
OR
DR
IVE
SHEET NO.
DES
CR
IPTI
ON
BY
DA
TE
Copyright Milone & MacBroom, Inc - 2019
99
R
EA
LT
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RIV
E
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ES
HIR
E, C
T 0
64
10
20
3.2
71
.1
77
3
WW
W.M
MIN
C.C
OM
TREE PROTECTION
NOT TO SCALE
5' MIN.
DRIP LINE
LIMIT OF CLEARING
AND GRADING
ORANGE PLASTIC
CONSTRUCTION
FENCE 4' HT. MIN.
NOTE:
REFER TO SPECIFICATION - 015639 - TEMPORARY
TREE AND PLANT PROTECTION
CONSTRUCTION ENTRANCE PAD (CE)
NOT TO SCALE
SEDIMENT FILTER FENCE (SFF)
NOT TO SCALE
NOT TO SCALE
NOTES:
1. CONSTRUCTION ENTRANCE PAD SHALL BE INSTALLED AND MAINTAINED
DURING OPERATIONS WHICH GENERATE VEHICULAR TRACKING OF MUD.
NO 3. (2") BROKEN OR CRUSHED
STONE. 12" MINIMUM THICKNESS
FILTER FABRIC ON COMPACTED SUBGRADE
A
S
R
E
Q
U
I
R
E
D
5
0
'
M
I
N
I
M
U
M
E
D
G
E
R
O
A
D
W
A
Y
FENCE POST (TYPICAL)
AMOCO PROPEX SILT STOP
SEDIMENT CONTROL FABRIC OR
APPROVED EQUAL (GEOTEXTILE)
EXISTING
GRADE
BURY END OF GEOTEXTILE
MIN. 6" INTO SOIL
FLOW
1
0
0
°
36"±
12" MIN.
WID
TH
= W
DEPTH
= D
OPTIONAL METAL
HANGING FRAME FOR
TRAFFIC CONDITIONS
1" REBAR FOR BAR
REMOVAL FROM INLET
SILTSACK
DUMP STRAP
DUMP STRAP
2 EACH DUMP STRAPS
EXPANSION RESTRAINT
(1/4" NYLON ROPE, 2"
FLAT WASHERS)
BAG DETAIL
LENGTH = _____
WIDTH = _____
DEPTH = _____
QUANTITY= ___
LEN
GTH
=L
INLET PROTECTION (IP)
10' MIN.
6'-0"
PANELIZED FENCE NOTES:
1. FENCE SCREENING (SCRIM) SHALL BE GREEN.
2. EMBEDDED, SCREENED FENCE SHALL BE UTILIZED AT THE DIRECTION OF THE CONTRACTOR UNLESS
OTHERWISE DIRECTED BY THE OWNER. EMBEDDED POSTS SHALL BE CORED INTO EXISTING SURFACE AND
REPAIRED UPON COMPLETION OF WORK.
3. PANELIZED FENCE SHALL HAVE NO SANDBAGS ON THE EXTERIOR OF THE FENCE AND SHALL BE INTERNALLY
BRACED
4. WHERE PANELIZED FENCE IS APPROVED, EACH STABILIZER BRACKET SHALL BE SECURED WITH TWO (2)
SANDBAGS, MIN. 50 POUNDS EACH.
2 PEG LINE STABILIZER
BRACKET (TYP)
POST 1.900" O.D.
FASTENERS 24"
O.C. AT POSTS
ANCHOR WITH SAND BAGS (TYP)
SELVAGE KNUCKLED
TOP RAIL 1.660" O.D.
INSTALL GREEN FENCE
SCREENING ON ALL PANELS
(SEE NOTE 1)
ANCHOR PANEL WITH HEAVY
GAGE WIRE CLIPS AT ALL
GROMMETS.
POST, 1.900" O.D.
2" MESH, 11 GAUGE,
GALVANIZED CHAIN LINK
FENCE FABRIC, TOP AND
BOTTOM SELVAGE KNUCKLED
BOTTOM RAIL 1.660" O.D.
1 PEG END STABILIZER
BRACKET
NOT TO SCALE
CONSTRUCTION FENCE (CF)
SEDIMENT & EROSION CONTROL SPECIFICATIONS
GENERAL:
THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARY AND/OR
PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS MAY BE REQUIRED, DURING
THE CONSTRUCTION OF THE PROJECT.
IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS NOT TO POLLUTE
ANY WETLANDS, WATERCOURSE, WATERBODY, AND CONDUIT CARRYING WATER, ETC. THE CONTRACTOR
SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA OF EARTH MATERIALS EXPOSED BY CONSTRUCTION
METHODS AND IMMEDIATELY PROVIDE PERMANENT AND TEMPORARY POLLUTION CONTROL MEASURES TO
PREVENT CONTAMINATION OF ADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO
PREVENT, INSOFAR AS POSSIBLE, EROSION ON THE SITE.
LAND GRADING
GENERAL:
1. THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR A COMBINATION OF BOTH, TO
OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
a. THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWO HORIZONTAL TO ONE
VERTICAL (2:1).
b. THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWO HORIZONTAL TO ONE
VERTICAL (2:1).
c. THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTAL TO FOUR
VERTICAL (1:4).
d. PROVISION SHOULD BE MADE TO CONDUCT SURFACE WATER SAFELY TO STORM DRAINS TO PREVENT
SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILL SLOPES
e. EXCAVATIONS SHOULD NOT BE MADE SO CLOSE TO PROPERTY LINES AS TO ENDANGER ADJOINING
PROPERTY WITHOUT PROTECTING SUCH PROPERTY FROM EROSION, SLIDING, SETTLING, OR CRACKING.
f. NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE PREMISES OF ANOTHER OWNER
OR UPON ADJACENT WETLANDS, WATERCOURSES, OR WATER BODIES.
g. PRIOR TO ANY RE-GRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PLACED AT THE
ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD AND OTHER SEDIMENTS FROM LEAVING THE
SITE.
TOPSOILING
GENERAL:
1. TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOIL MEDIUM HAVING
FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH, AND MAINTENANCE OF VEGETATION.
2. UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BOND WITH TOPSOIL.
3. REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.
4. APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.
MATERIAL:
1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICAL CHARACTERISTICS FAVORABLE TO THE
GROWTH OF PLANTS.
2. TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE.
3. TOPSOIL SHOULD BE RELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES (OVER 1" IN
DIAMETER), LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. IT SHOULD BE
FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, AND QUACKGRASS.
4. AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHT COLORED SUBSOIL
MATERIAL.
5. SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS SUITABLE. AVOID TIDAL
MARSH SOILS BECAUSE OF HIGH SALT CONTENT AND SULFUR ACIDITY.
6. THE pH SHOULD BE MORE THAN 6.0. IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL.
APPLICATION
AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.
SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THE DEPTH SHOWN ON THE
PLANS, DETAILS AND SPECIFICATIONS.
TEMPORARY VEGETATIVE COVER
GENERAL:
1. TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THAT PRODUCE
SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND AREAS WHERE THE ESTIMATED
PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. TEMPORARY VEGETATIVE COVER SHALL BE
APPLIED IF AREAS WILL NOT BE PERMANENTLY SEEDED BY SEPTEMBER 1.
SITE PREPARATION:
1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.
2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.
3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF ONE (1) TON OF GROUND DOLOMITIC
LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).
4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10 PER ACRE (7 LBS.
PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF 10-10-10- (5 LBS. PER 1,000 SQ. FT.)
WHEN GRASS IS FOUR INCHES (4") TO SIX INCHES (6") HIGH. APPLY ONLY WHEN GRASS IS DRY.
5. UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4") INCHES USING A DISK
OR ANY SUITABLE EQUIPMENT.
6. TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON CONTOUR IF SITE IS
SLOPING.
ESTABLISHMENT:
1. SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES (SEE VEGETATIVE
COVER SELECTION & MULCHING SPECIFICATION BELOW). 2. APPLY SEED UNIFORMLY ACCORDING TO THE
RATE INDICATED BY BROADCASTING, DRILLING, OR HYDRAULIC APPLICATION. 3. UNLESS HYDROSEEDED,
COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOIL USING SUITABLE EQUIPMENT. 4.
MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (SEE VEGETATIVE COVER SELECTION & MULCHING
SPECIFICATION BELOW.) APPLY STRAW OR HAY MULCH AND ANCHOR TO SLOPES GREATER THAN 3% OR
WHERE CONCENTRATED FLOW WILL OCCUR.
PERMANENT VEGETATIVE COVER
GENERAL:
1. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECT ARE
COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROM SEDIMENT AND
RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BE APPLIED TO ALL
CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEEN COMPLETED AND A
PERMANENT COVER IS NEEDED.
SITE PREPARATION:
2. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.
3. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.
4. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.
5. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.
6. APPLY FERTILIZER ACCORDING TO SOIL TEST OR:
SPREAD SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 300 LBS. OF 10-10-10 FERTILIZER PER
ACRE (7 LBS. PER 1,000 SQ. FT.); THEN SIX (6) TO EIGHT (8) WEEKS LATER, APPLY ON THE SURFACE AN
ADDITIONAL 300 LBS. OF 10-10-10 FERTILIZER PER ACRE. AFTER SEPTEMBER 1, TEMPORARY VEGETATIVE
COVER SHALL BE APPLIED.
FALL SEEDING: WORK DEEPLY IN SOIL, BEFORE SEEDING, 600 LBS. OF 10-10-10 FERTILIZER PER ACRE
(14 LBS. PER 1,000 SQ. FT.).
VEGETATIVE COVER SELECTION & MULCHING
TEMPORARY VEGETATIVE COVER:
PERENNIAL RYEGRASS 3 LBS./1,000 SQ.FT.
(IOLUIUM PERENNE)
PERMANENT VEGETATIVE COVER:
HART'S WEAR 'N TEAR LAWN SEED MIXTURE
35% KENTUCKY BLUEGRASS
35% CREEPING RED FESCUE
20% FIESTA 4 PERENNIAL RYEGRASS
10% EXPRESS II PERENNIAL RYEGRASS
SEEDING RATE: 5 lbs per 1,000 s.f.
TEMPORARY MULCHING:
STRAY OR HAY 70-90 LBS./1,000 SQ.FT.
(TEMPORARY VEGETATIVE AREAS)
WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.
ESTABLISHMENT:
1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TO SEEDING
(EXCEPT WHEN HYDROSEEDING).
2. SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THE SEEDING DATES
(SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. BELOW).
3. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, OR HYDRAULIC
APPLICATION.
4. COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLE EQUIPMENT
(EXCEPT WHEN HYDROSEEDING).
5. MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY MULCHING
SPECIFICATIONS. (SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION BELOW).
6. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATES WHEN
HYDROSEEDING.
7. USE SOD WHERE THERE IS A HEAVY CONCENTRATION OF WATER AND IN CRITICAL AREAS WHERE IT IS
IMPORTANT TO GET A QUICK VEGETATIVE COVER TO PREVENT EROSION.
MAINTENANCE:
1. TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.
2. ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF 10-10-10 FERTILIZER
PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED ACCORDING TO ANNUAL SOIL TESTS.
3. ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3) YEARS OR AS INDICATED BY
SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS PER 1,000 SQ. FT.).
EROSION CHECKS
GENERAL:
1. TEMPORARY PERVIOUS BARRIERS USING BALES OF HAY OR STRAW, HELD IN PLACE WITH STAKES DRIVEN
THROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED TO A FENCE POST AND
BURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECK EROSION
AND REDUCE SEDIMENTATION.
CONSTRUCTION:
1. BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.
2. EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR (4") INCHES.
3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT BARS DRIVEN
THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED
TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.
4. GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3') HIGH FENCE AND
BURIED A MINIMUM OF FOUR INCHES (4") TO THE SOIL. SEAMS BETWEEN SECTIONS OF FILTER FABRIC
SHALL OVERLAP A MINIMUM OF TWO FEET (2').
INSTALLATION AND MAINTENANCE:
1. BALED HAY EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.
2. BALED HAY EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT THE LOCATION
INDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE DEEMED APPROPRIATE DURING
CONSTRUCTION.
3. ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.
4. INSPECTION SHALL BE FREQUENT (AT MINIMUM MONTHLY AND BEFORE AND AFTER HEAVY RAIN) AND
REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
5. EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO
BLOCK OR IMPEDE STORMWATER FLOW OR DRAINAGE.
SHEET NAME
DATE
SD-1
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
AUGUST 31, 2020
2708-18
AS NOTED
SITE
DET
AIL
S
MID
DLE
TOW
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NEC
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IMPR
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MEN
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DES
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BY
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Copyright Milone & MacBroom, Inc - 2019
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77
3
WW
W.M
MIN
C.C
OM
RESET EXISTING UNIT PAVERS
NOT TO SCALE
REMOVE & RESET UNIT
PAVERS
SWEEP SAND TO FILL
JOINTS
COMPACTED STONE
DUST
EXISTING BASE TO
REMAIN, SUPPLEMENT AS
NEEDED
1 1/2"
INTEGRALLY COLORED CONCRETE MOCK-UP PANEL
1. MOCK-UPS WILL BE REQUIRED FOR ALL COLORIZED CONCRETE SITE FEATURES
2. PROVIDE A MINIMUM PANEL SIZE OF 6' x 6'. PANEL MAY BE DIVIDED FURTHER
TO ACCOMMODATE DIFFERENT WASH TIMES FOR SURFACE RETARDER.
3. SAMPLE PANEL FINISH SHALL BE STIFF BROOMED THEN HAVE SIKA LITHOCAST
SURFACE RETARDER 03 APPLIED PER MANUFACTURER'S SPECIFICATIONS.
4. COLORS AND FINISHES NOTED ABOVE ARE AS MANUFACTURED BY SIKA/L.M.
SCOFIELD CORPORATION. CONTRACTOR MAY SUBMIT EQUIVALENT
SUBSTITUTIONS FOR APPROVAL.
5. INTEGRAL COLOR MANUFACTURER REPRESENTATIVE SHALL BE PRESENT FOR
INTEGRAL COLOR POUR AND SURFACE RETARDER APPLICATION.
WESTWOOD
BROWN
FINISH: 03
SURFACE
RETARDER
AUTUMN
BEIGE
FINISH: 03
SURFACE
RETARDER
1 2
MIN. 6'
MIN
. 6'
EXPANSION JOINT
SCORE JOINT (TYP.)
1
2
NOTE:
1. SCORE JOINTS SHALL BE 2' O.C.
2. EXPANSION JOINTS SHALL BE 30' O.C. AND AT FIXED OBJECTS, SEE DETAIL THIS SHEET
3. SUBGRADE SHALL BE FREE OF TOPSOIL AND DELETERIOUS MATERIAL.
4. FINAL SUBGRADE ELEVATION SHALL BE ACHIEVED USING A SMOOTH EDGED EXCAVATOR
BUCKET AND PROOF ROLLED WITH A LARGE DOUBLE DRUM ROLLER.
5. GEOTECHNICAL ENGINEER TO APPROVE SUBGRADE PRIOR TO CONCRETE PLACEMENT.
6. FULL DEPTH INTEGRAL COLOR TINT TO BE ADDED TO CONCRETE, REFER TO SPECIFICATIONS.
PREPARE MOCKUPS FOR APPROVAL AS SPECIFIED AND DETAILED ON THIS SHEET.
5"
8"
PROCESSED AGGREGATE BASE
INTEGRALLY COLORED CONCRETE WALK,
MINIMUM 4400 PSI CONCRETE, WITH 5-7%
AIR ENTRAINMENT (SEE NOTES BELOW FOR
FULL DEPTH COLOR)
COMPACTED SUBGRADE
INTEGRALLY COLORED CONCRETE PAVEMENT
NOT TO SCALE
X XX
2"
WELDED WIRE FABRIC (W6- 6X6)
EXPANSION JOINT
NOT TO SCALE
FINISHED GRADE
3/8" PREFORMED EXPANSION
JOINT MATERIAL TRIMMED TO
3/8" OF CONCRETE SURFACE
INTEGRALLY COLORED
CONCRETE
EXISTING CONCRETE,
CONDITION VARIES
DOWELED EXPANSION JOINT
NOT TO SCALE
EQEQ
#5 EPOXY COATED STEEL
REINFORCEMENT BAR, 30" O.C.,
18" LONG.
CENTER DOWEL HORIZONTALLY
ON JOINT
3/8" PREFORMED EXPANSION
JOINT MATERIAL TRIMMED to 3/8"
OF CONCRETE SURFACE
DOWEL SLEEVE - SPEED DOWEL
PSD09/#5TX OR EQUAL
5"
2
1 2
"
NOTE:
1. DETAIL SHALL APPLY FOR ALL COLORIZED CONCRETE EXPANSION JOINTS
2. (4) DOWELS PER JOINT TYPICAL AT 10' WIDE SIDEWALKS
3. SWEEP ALL EXPANSION JOINTS WITH COLOR MATCHED POLYMERIC SAND.
5"
FINISHED GRADE OF INTEGRALLY
COLORED CONCRETE WALK
FLUSH
IF NECESSARY, GRIND SMOOTH BOTTOM OF
SCUPPER CHANNEL PRIOR TO RESURFACING
EXISTING CONCRETE CAP
CONCRETE CAP BEYOND
1
2
" PREFORMED EXPANSION JOINT
TRIMMED
1
4
" FROM FINISHED GRADE
0.5% PITCH
1'-6"
DRAINAGE SCUPPER DETAIL
NOT TO SCALE
SECTION
ELEVATION
CONCRETE CAP (TYP.)
FINISHED GRADE OF INTEGRALLY
COLORED CONCRETE WALK
5"
CUT AND REMOVE SECTION OF
CONCRETE CAP
PRIOR TO RESURFACING:
· ENSURE BOTTOM OF SCUPPER CHANNEL IS
FREE OF DEFECTS THAT WOULD IMPEDE
FLOW OF WATER
· FILL ANY SAW BLADE CUTS DEEPER THAN
1
4
"
ALUMINUM PICKET
RAILING SYSTEM
(ABOVE)
LESS TH
AN
4"
OPEN
IN
G
BOTTOM RAIL
1'
ALUMINUM PICKET
RAILING SYSTEM
xx xx
FINISHED GRADE
3/8" WIDE X 1/2"
DEEP GROOVE
CONCRETE SIDEWALK
OR COLORIZED
CONCRETE - SEE
DETAILS THIS SHEET
NOTE:
REFER TO PLANS FOR
SCORE PATTERN
SCORE JOINT - TOOLED
NOT TO SCALE
NOTE:
1. SCORE JOINTS SHALL BE 2' O.C.
2. EXPANSION JOINTS SHALL BE 30' O.C. AND AT FIXED OBJECTS, SEE DETAIL THIS SHEET
3. SUBGRADE SHALL BE FREE OF TOPSOIL AND DELETERIOUS MATERIAL.
4. FINAL SUBGRADE ELEVATION SHALL BE ACHIEVED USING A SMOOTH EDGED EXCAVATOR
BUCKET AND PROOF ROLLED WITH A LARGE DOUBLE DRUM ROLLER.
5. GEOTECHNICAL ENGINEER TO APPROVE SUBGRADE PRIOR TO CONCRETE PLACEMENT.
6. FULL DEPTH INTEGRAL COLOR TINT TO BE ADDED TO CONCRETE, REFER TO SPECIFICATIONS.
PREPARE MOCKUPS FOR APPROVAL AS SPECIFIED AND DETAILED ON THIS SHEET.
5"
8"
PROCESSED AGGREGATE BASE
CONCRETE HAUNCH ON BACKSIDE OF WALK
ONLY
COMPACTED SUBGRADE
INTEGRALLY COLORED CONCRETE
PAVEMENT WITH HAUNCH
NOT TO SCALE
CONDITION VARIES - SEE PLAN
LAWN = 6" MIN. TOPSOIL, 1" BELOW
FINISHED GRADE OF CONCRETE WALK
6"
12"
8"
4"
4"
MIN
.
2"
X XX
WELDED WIRE
FABRIC (W6-6X6)
INTEGRALLY COLORED CONCRETE WALK,
MINIMUM 4400 PSI CONCRETE, WITH 5-7%
AIR ENTRAINMENT (SEE NOTES BELOW FOR
FULL DEPTH COLOR)
1
2
" CHAMFER
8"
TYPICAL RAILING AND CONCRETE CAP IMPROVEMENTS
NOT TO SCALE
REMOVE AND DISPOSE
OF EXISTING RAILING
SYSTEM
REMOVE AND REINSTALL
BOAT CLEATS
FILL AND REPAIR
DAMAGED CONCRETE
CAP. (LOCATION VARIES)
REPAIR CRACKS GREATER
THAN
1
4
" WIDE.
CUT POST SLEEVE FLUSH
TO CONCRETE, FILL
HOLES WITH NON
SHRINK GROUT, TYPICAL
ALL POSTS
NATIVE FILL
WARNING TAPE
12"
4"
3' M
IN
.
4"
BEDDING SAND
CONDUIT PER DRAWINGS &
SPECIFICATIONS
SEE PLANS FOR SURFACE FINISH
TYPICAL ELECTRICAL TRENCHING & BACKFILLING
NOT TO SCALE
NOTE:
1. CONTRACTOR TO EXCAVATE ONLY AS NEEDED TO SAWCUT TOP OF EXISTING CURB.
2. VERIFY IN THE FIELD (V.I.F.) INTEGRALLY COLORED WALK FINISHED GRADES TO DETERMINE
SAWCUT LIMITS AND CONCRETE REMOVAL.
5"
REMOVE PORTION OF CONCRETE CURB
INTEGRALLY COLORED CONCRETE PAVEMENT AT
EXISTING CURB
NOT TO SCALE
X XX
SAWCUT CONCRETE CURB,
COLD JOINT WITH NEW
CONCRETE
CONCRETE CURB TO REMAIN
INTEGRALLY COLORED
CONCRETE WALK
8" ±
V.I.F.
EXISTING LIGHTPOLE TO REMAIN
BUMP-OUT IN CONCRETE CURB TO
REMAIN, SHAPE AND DIMENSIONS
VARY PER LOCATION
BEVEL AT FACE OF CURB
SAWCUT CONCRETE TO ALLOW FOR
LIGHTPOLE AND FOUNDATION TO REMAIN
EXISTING LIGHTPOLE AND CONCRETE
CURB
NOT TO SCALE
18"
6"
NOTE:
1. ALL PIECES SHALL BE 6'-0" LONG EXCEPT FOR CLOSURES WHERE NO PIECE LESS THAN 4'-0" LONG SHALL BE USED.
2. USE 1/2" PREFORMED EXPANSION JOINT FILLER SPACED NOT MORE THAN 20'-0" O.C. .
SPECIFICATIONS.
CONCRETE STRENGTH - 4000 psi.
WEIGHT - 125 LBS/LINEAR FOOT.
REINFORCED WITH 2-#3 DEFORMED REINFORCED BARS.
AIR ENTRAINMENT - 5-7%.
2x6 REBAR - CONNECTING PINS.
PRECAST CONCRETE CURB
NOT TO SCALE
X XX
CONCRETE CURB BELOW GRADE TO
REMAIN, CUT BACK AS NEEDED TO
ACCOMMODATE PRECAST CURB
INSTALLATION
INTEGRALLY COLORED
CONCRETE WALK
4000 PSI PRECAST
CONCRETE CURB
1" RADIUS
6"
6"
COMPACTED GRAVEL
LAWN
8"
HOLD LAWN 1"
BELOW TOP OF CURB
SHEET NAME
DATE
SD-2
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
AUGUST 31, 2020
2708-18
AS NOTED
SITE
DET
AIL
S
MID
DLE
TOW
N, C
ON
NEC
TIC
UT
HA
RB
OR
PA
RK
BO
AR
DW
ALK
AN
D H
AN
DR
AIL
IMPR
OVE
MEN
TS
100
HA
RB
OR
DR
IVE
SHEET NO.
DES
CR
IPTI
ON
BY
DA
TE
Copyright Milone & MacBroom, Inc - 2019
99
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HIR
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64
10
20
3.2
71
.1
77
3
WW
W.M
MIN
C.C
OM
PICKET RAILING SYSTEM - EXAMPLE
NOT TO SCALE
TOP RAIL TO BE ROUND,
NOT SQUARE AS SHOWN
PROVIDE BASE PLATE
SKIRT
NOT TO SCALE
ALUMINUM PICKET RAILING SYSTEM
NOTES:
1. AS MANUFACTURED BY: HOLLAENDER ARCHITECTURAL RAILING SYSTEMS
MODEL: INTERNA-RAIL WITH PICKET INFILL
COLOR: TBD
OR APPROVED EQUAL
2. CONTRACTOR SHALL PROVIDE DETAILED FIELD MEASUREMENTS TO ENSURE
CORRECT LAYOUT AND PARTS OF RAILING SYSTEM. FIELD MEASUREMENTS
SHALL BE INCLUDED IN SHOP DRAWING REVIEW.
3. SUBMIT DETAILED SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING OR
FABRICATING RAILING SYSTEM
NOT TO SCALE
ALUMINUM RAILING AND BASE PLATE DETAIL
NOTES:
1. AS MANUFACTURED BY: HOLLAENDER ARCHITECTURAL RAILING SYSTEMS
BASE PLATE MODEL: #142 WITH #242 COVER/ INTERNAL FLANGE
COLOR: TO MATCH RAILING
OR APPROVED EQUAL
2. MINIMUM EMBEDMENT FOR ANCHOR RODS SHALL BE 4
1
2
". ANCHORING
HARDWARE PROVIDE BY CONTRACTOR.
3. PROVIDE BASE PLATE SKIRT TO HIDE MOUNTING HARDWARE AND BASE PLATE.
4. BASE PLATE COLOR TO MATCH RAILING.
5. ALL EXPOSED HARDWARE TO MATCH RAILING COLOR.
6. PROVIDE AND INSTALL ANCHORAGES IN ACCORDANCE WITH THE
REQUIREMENTS OF THE SUPPLEMENTAL SPECIFICATION FOR ADHESIVELY
BONDED ANCHORS AND DOWELS. USE AN ADHESIVE BONDING SYSTEM THAT
HAS A MINIMUM BOND STRENGTH OF 1.5 KSI. FIELD TESTING OF THE
ANCHORAGES IS NOT REQUIRED.
RAILING BASE PLATE- SEE DETAIL
THIS SHEET.
1'-6"
5"
9"
CONCRETE CAP
C RAILING
L
NOTES
1. BASE PLATES SHALL BE INSTALLED ON EXISTING CONCRETE CAP.
2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL.
3. PROVIDE BASE PLATE SKIRT TO HIDE MOUNTING HARDWARE AND BASE PLATE.
4. BASE PLATE COLOR TO MATCH RAILING.
5. ALL EXPOSED HARDWARE TO MATCH RAILING COLOR.
6. PROVIDE AND INSTALL ANCHORAGES IN ACCORDANCE WITH THE REQUIREMENTS OF THE
SUPPLEMENTAL SPECIFICATION FOR ADHESIVELY BONDED ANCHORS AND DOWELS. USE
AN ADHESIVE BONDING SYSTEM THAT HAS A MINIMUM BOND STRENGTH OF 1.5 KSI.
FIELD TESTING OF THE ANCHORAGES IS NOT REQUIRED.
TYPICAL ALUMINIUM RAILING BASE PLATE LOCATION DETAIL
NOT TO SCALE
4"
CUT EXISTING SLEEVE -
CONTRACTOR TO MEASURE AND
COORDINATE NEW POST
LOCATIONS TO REDUCE CONFLICTS
WITH CUT SLEEVES.
PLATE MOUNTED POST.
SEE DETAIL (THIS SHEET)
NOT TO SCALE
ALUMINUM PICKET RAILING SYSTEM - GATE
NOTES:
1. AS MANUFACTURED BY: HOLLAENDER ARCHITECTURAL RAILING SYSTEMS
GATE COLOR: TO MATCH RAILING SYSTEM
OR APPROVED EQUAL
2. GATE OPENING SHALL BE 5' MINIMUM CLEAR.
3. SUBMIT SHOP DRAWINGS FOR GATE, LATCH, HINGES AND ALL ASSOCIATED
HARDWARE.
4. LATCH SHALL BE KEYED AND LOCKABLE WITH PAD LOCK. PAD LOCK TO BE
FURNISHED BY THE CITY.
5. ALL GATE LOCATIONS SHALL SWING OUTWARD AND AWAY FROM RIVER.
6. SEE PLANS FOR LOCATIONS.
3/4"Øx10'-0" LONG COPPER
GROUND ROD; LOCATE ADJACENT
TO FOUNDATION
INSULATED COPPER GROUND
WELDED TO INTERNAL LUG
IN POLE. SIZE IN ACCORDANCE
WITH NFPA 70
LIGHT POLE FOUNDATION DETAIL - ADD ALT. NO.1
18"
SQUARE
PVC CONDUIT STUBBED 1"
ABOVE UNIT FOUNDATION,
NUMBER AND SIZE AS
REQUIRED
60"
CONCRETE
(4,000 PSI)
2"- RMC
GALVANIZED OR AS PER
ELECTRICAL DRAWINGS
#4 TIES @ 12"
O.C. W/2 @ TOP
ANCHOR BOLTS AND
ASSOCIATED HARDWARE
SUPPLIED BY CONTRACTOR
NOTES:
1. PROVIDE SHOP DRAWINGS FOR APPROVAL
2. MATCH EXISTING POLE BOLT PATTERN AND
SIZES.
3. CONTRACTOR TO PROVIDE ALL ANCHORS
AND HARDWARE.
1" CHAMFER
3" TYP.
(6) #6 VERTICAL
BARS
3" COVER
#4 TIES @ 12" O.C.
(6)-#6 VERTICAL BARS
18"SQUARE CONCRETE FOOTING
N.T.S.
PLAN
FINISHED GRADE
SHEET NAME
DATE
BR
PROJECT NO.
DESIGNED
MTD
SCALE
DRAWN
NKCHECKED
MTD
AUGUST 31, 2020
2708-18
AS NOTED
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SHEET NO.
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BY
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Copyright Milone & MacBroom, Inc - 2019
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