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BOULEVARD PARK SHORELINE IMPROVEMENTSCITY OF BELLINGHAM
SURVEY NOTES
PROJECT DATUM
VICINITY MAP INDEX TO DRAWINGS
SHEE
TD
ATE
SCAL
E
OF
JOB
NUM
BER
CHEC
KED
BY
DRA
WN
BY
DES
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ED B
Y
C1.0
C5.1
AS S
HO
WN
COVE
R SH
EET
2011
-129
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C1.0 - COVER SHEET
C1.1 - LEGEND
C1.2 - GENERAL NOTES
C1.3 - TESC PLAN & TRAFFIC PLAN
C1.4 - TESC PLAN DETAILS
C1.5 - TESC PLAN NOTES
C2.0 - EXISTING CONDITIONS
C2.1 - EXISTING BEACH COVERAGE
C2.2 - DEMOLITION PLAN
C3.0 - SITE PLAN - PROPOSED CONDITIONS
C3.1 - GRADING PLAN
C3.2 - SITE RESTORATION PLAN
C4.0 - SITE DETAILS A, B, C
C4.1 - SITE DETAILS D, E
C4.2 - SITE DETAILS F, G, H, I, J
C5.0 - CROSS SECTIONS 1 - 7
C5.1 - CROSS SECTIONS 8-13
MEAN LOWER LOW WATER (MLLW)
BENCH MARKS:
1) NGS TIDAL BENCHMARK V-454
ELEVATION = 16.47 FT MLLW (16.00 NAVD88)
2) BRASS PLUG MONUMENT (CITY OF BELLINGHAM ID#538)
ELEVATION = 24.62 FT MLLW (24.15 FT NAVD88)
NOTE: TIDE DATUMS WERE OBTAINED FROM NATIONAL OCEAN SERVICE DATA SHEET
9449211 DATED 12/12/2003
2009 NORTH BOULEVARD PARK AND SHORELINE BASEMAPPING SURVEY BY
LARRY STEELE & ASSOCIATES LAND SURVEYORS FOR THE CITY OF BELLINGHAM
PARKS & RECREATION DEPARTMENT
EELGRASS MAPPING
CHRIS FAIRBANKS OF FAIRBANKS ENVIRONMENTAL AND ALEXIS BLUE, PE OF COASTAL
GEOLOGIC SERVICES MAPPED THE INNER MARGIN OF EELGRASS ON JUNE 6, 2012
DURING A LOWTIDE EVENT BETWEEN 11:30AM AND 1:15PM WITH A HANDHELD TRIMBLE
GEO-HX 6000
CITY OF BELLINGHAM
CITY OF BELLINGHAM MAYOR
KELLI LINVILLE
PARKS DIRECTOR
JAMES KING
PROJECT ENGINEER
GINA GOBO AUSTIN, PE
BELLINGHAM
BAY
B
O
U
L
E
V
A
R
D
P
A
R
K
CONTACTS
CITY OF BELLINGHAM PROJECT ENGINEER
GINA GOBO AUSTIN, PE
PARKS & RECREATION DEPARTMENT
CITY OF BELLINGHAM
(360) 778-7000
BEACH RESTORATION ENGINEER
ALEXIS BLUE, PE
COASTAL GEOLOGIC SERVICES
1711 ELLIS ST., SUITE 103
BELLINGHAM, WA 98225
(360) 647-1845
CIVIL ENGINEER
SCOTT WILSON, PE
WILSON ENGINEERING, LLC
805 DUPONT ST. SUITE 7
BELLINGHAM, WA 98225
(360) 733-6100
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TT
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EC34
EC22C22
1C22C22
1C34
LEGEND_&_ABBREVIATIONS
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NOTES & SPECIFICATIONS
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OFCONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, ANDHOLD THE CITY OF BELLINGHAM AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITHTHE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OFBELLINGHAM OR THE ENGINEER.
2. IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWING AND EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, THECONTRACTOR SHALL BRING SUCH DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THEWORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES,SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT.
3. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY EXISTING IMPROVEMENTS OR UNDERGROUND FACILITIES DAMAGED BYHIM, HIS SUBCONTRACTORS, OR HIS MATERIAL SUPPLIERS WITHIN 48 HOURS OF THE DAMAGE OCCURRENCE AND/OR AS REQUIRED BY THECONSTRUCTION INSPECTOR.
4. EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITYTO VERIFY THE LOCATION AND DEPTH. NEITHER THE CITY OF BELLINGHAM NOR THE ENGINEER ASSUMES RESPONSIBILITY THAT THEUTILITIES AND UNDERGROUND FACILITIES INDICATED WILL BE THE UTILITIES AND UNDERGROUND FACILITIES ENCOUNTERED.
5. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF FEDERAL OSHAREQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORINGDESIGN AND INSTALLATION.
6. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS, SURROUNDING LANDSCAPE, AND OTHER IMPROVEMENTS WITH ASMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC, AND TO AVOID ANY ABRUPT OR APPARENT CHANGES INGRADES OR CROSS SLOPES, LOW SPOTS, OR HAZARDOUS CONDITIONS.
7. A 48-HOUR NOTIFICATION TO THE CITY OF BELLINGHAM IS REQUIRED PRIOR TO ANY UTILITY SERVICE DISRUPTION. MAXIMUM ALLOWABLESERVICE DISRUPTION IS 4-HOURS.
GENERAL NOTES
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OFNATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BYCONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LANDSURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATEDEPARTMENT OF NATURAL RESOURCES (DNR), OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCESPUBLIC LAND SURVEY OFFICE1111 WASHINGTON STREET S.E.OLYMPIA, WASHINGTON 98504-7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BYA REGISTERED LAND SURVEYOR, AT THE COST OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THEAPPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTS SHALL BE COMPLETED AND FILED WITH DNR AT THECONTRACTOR'S EXPENSE.
SURVEY MONUMENTATION:
PROTECTION OF THE ENVIRONMENT
NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT,ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THEATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW ADISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE STATE OF WASHINGTON, DEPARTMENT OFECOLOGY
GENERAL NOTES, CONT.
MFM
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CONSTRUCT TEMPORARY
CONSTRUCTION ENTRANCE
PER BMP C105
INSTALL STEEL SHEETS
AS REQUIRED TO PROTECT
EXISTING UTILITIES
PROVIDE FLAGGER AT TRAIL CROSSING
CONSTRUCT TEMPORARY PATH 8-FT
WIDTH WITH 4 INCHES OF FINE WOOD CHIPS
OVER GEOTEXTILE PER DETAIL SHEET C1.4
CONTRACTOR TO REPLENISH AND MAINTAIN
THROUGHOUT PROJECT.
DESIGNATED STAGING AREA
NO STOCKPILING AGGREGATES
ON PAVEMENTS.
INSTALL 6-FT TEMPORARY
CHAINLINK FENCE AROUND
WORK AREA.
EXTENTS OF FENCING REQUIRES
PRIOR APPROVAL BY ENGINEER.
CONSTRUCTION STOCKPILE AREA
USE PLASTIC COVERING
BMP C123 AS NEEDED.
INSTALL SILT FENCE
PER DETAIL SHEET C1.4
PLACE CATCH BASIN INSERTS
IN ALL CATCH BASINS
THROUGHOUT PROJECT
PER DETAIL SHEET C1.4
WIDEN TRAIL AS NEEDED
WITH CONSTRUCTION
ENTRANCE MATERIAL
TEMPORARILY REMOVE, SAVE, AND REPLACE
PARKING SIGNS AT ENTRANCE
LARGE TRUCK
TURNING RADIUS = 39 -FT
FENCE AND PROTECT ARTWORK BOULDERS
PLACE CATCH BASIN INSERTS
IN ALL CATCH BASINS
THROUGHOUT PROJECT
PER DETAIL SHEET C1.4
TREE PROTECTION FENCING (TYP.)
INSTALL PER DETAIL SHEET C1.4
EXTENTS OF FENCING REQUIRES
PRIOR APPROVAL BY ENGINEER.
EXTENTS OF FENCING REQUIRES
PRIOR APPROVAL BY ENGINEER.
25 LF OPENING,
COMPOST BERM ONLY
COMPOST BERM,
REBUILD AND REFRESH
REGULARLY TO MAINTAIN
EFFECTIVENESS.
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4 INCHES OF FINE WOOD CHIPS OVER GEOTEXTILE.
CONTRACTOR TO REPLENISH AND MAINTAIN
THROUGHOUT PROJECT.
WOVEN GEOTEXTILE LINER
PER SPEC. EXTEND 1-FT
BEYOND EDGE OF TRAIL.
TEMPORARY WOOD CHIP TRAIL
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AREA 1 - MOSTLY ROCKS AND SPALLS
COVERS 70% OF NATURAL SURFACE
DISTRIBUTION: 30% ROCKS, 10% CONCRETE, 20% SPALLS, 10% BRICKS, 30% NATURAL
GRADATION: ROCKS 12"-24", CONCRETE 12"-24", SPALLS 4"-8"
AREA 2 - MOSTLY SPALLS WITH BRICKS
COVERS 60% OF NATURAL SURFACE
DISTRIBUTION: 5% ROCKS, 5% CONCRETE, 40% SPALLS, 10% BRICKS, 40% NATURAL
GRADATION: ROCKS 12"-24", CONCRETE 12"-24", SPALLS 4"-8"
AREA 3 - MOSTLY CONCRETE RUBBLE
COVERS 90% OF NATURAL SURFACE
DISTRIBUTION: 5% ROCKS, 80% CONCRETE, 5% SPALLS, 10% NATURAL
GRADATION: ROCKS 12"-24", CONCRETE 36"-60" (FLAT), SPALLS 4"-8"
AREA 4 - MOSTLY CONCRETE AND ROCK
COVERS 70% OF NATURAL SURFACE
DISTRIBUTION: 40% ROCKS, 10% CONCRETE, 15% SPALLS, 5% BRICK, 30% NATURAL
GRADATION: ROCKS 12"-36", CONCRETE 12"-36", SPALLS 4"-8"
AREA 5 - MOSTLY CONCRETE AND SMALL COBBLES
COVERS 20% OF NATURAL SURFACE
DISTRIBUTION: 5% ROCKS, 10% CONCRETE, 5% SPALLS, 70% NATURAL
GRADATION: ROCKS 12"-24", CONCRETE 12"-48", SPALLS 4"-8"
AREA 6 - ROCK, SPALLS, AND CONCRETE
COVERS 60% OF NATURAL SURFACE
DISTRIBUTION: 40% ROCKS, 5% CONCRETE, 15% SPALLS, 40% NATURAL
GRADATION: ROCKS 12"-32", CONCRETE 12"-24", SPALLS 4"-8"
AREA 8 - LARGE BOULDERS
COVERS 40% OF NATURAL SURFACE
DISTRIBUTION: 25% ROCKS, 10% CONCRETE, 5% SPALLS, 60% NATURAL
GRADATION: ROCKS 36"-48", CONCRETE 24"-36", SPALLS 4"-8"
AREA 9 - MOSTLY PEBBLES WITH SOME ROCK COVERAGE
COVERS 10% OF NATURAL SURFACE
DISTRIBUTION: 10% ROCKS, 90% NATURAL
GRADATION: ROCKS 12"-36"
AREA 10 - MOSTLY SPALLS
COVERS 50% OF NATURAL SURFACE
DISTRIBUTION: 10% ROCKS, 5% CONCRETE, 35% SPALLS, 50% NATURAL
GRADATION: ROCKS 12"-24", CONCRETE 12"-24", SPALLS 4"-8"
RIP RAP REVETMENT - RIP RAP AND CONCRETE
COVERS 100% OF NATURAL SURFACE
DISTRIBUTION WITHIN AREA 1:
70% ROCKS, 30% CONCRETE
AREA 7 - ROCKS AND SPALLS OVER SMALL COBBLES
COVERS 20% OF NATURAL SURFACE
DISTRIBUTION: 10% ROCKS, 10% SPALLS, 80% NATURAL
GRADATION: ROCKS 12"-36", SPALLS 4"-8"
EXPOSED BEDROCK WOOD DEBRIS
EXPOSED PILES, TYP.
TEST PIT LOCATIONS, TYP.
EXPOSED BEDROCK, TYP.
WOOD DEBRIS
NOTES:
*SURVEY COMPLETED BETWEEN 13:00 AND 16:00 HOURS
ON MARCH 26TH, 2012 - A LOW TIDE OF 0.45 FT AT 14:30 WAS PREDICTED
**ONLY EXPOSED AND VISIBLE PILES WERE LOCATED
POSSIBLE BEDROCK
E
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DCP8
DCP5
DCP4
DCP7
DCP6
DCP3
DCP2
DCP1
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R
E
M
O
V
E
E
X
I
S
T
I
N
G
T
R
A
I
L
REMOVE EXISTING TRAIL
RE
MO
VE
E
XIS
TIN
G T
RA
IL
SALVAGE BENCHES AND SIGNS MARKED WITH X
RELOCATE AS SHOWN ON LANDSCAPING PLAN
REMOVE CONCRETE PADS
REMOVE LANDSCAPED AREA
SALVAGE EXISTING SIGNS AND
RELOCATE AS DIRECTED BY OWNER
EXISTING GRANITE BOULDERS TO REMAIN
DO NOT DISTURB.
FENCE AND PROTECT.
REMOVE EXISTING
CONCRETE WALL
REMOVE EXISTING CONCRETE, BRICK, WOOD
QUARRY SPALLS, OR OTHER NON-NATIVE BEACH
MATERIAL WITHIN CLEARING LIMITS
*SEE NOTE 1
REMOVE EXISTING TREES
AND LANDSCAPING
LOCATED PILINGS (TYP.)
*ONLY EXPOSED AND VISIBLE PILINGS LOCATED*
REMOVE ALL PILINGS WITHIN
DEFINED PROJECT LIMITS
EELGRASS LANDWARD EXTENT
JUNE 2012
*DO NOT DISTURB*
REMOVE EXISTING TREES
AND LANDSCAPING
CONCRETE PAD AND
PICNIC TABLE TO REMAIN
REMOVE EXISTING TREES
AND LANDSCAPING
RE
MO
VE
P
ILE
S T
O S
OU
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NOTES:
1. REMOVE THE EXISTING CONCRETE, BRICK, WOOD, QUARRY SPALLS,
OR OTHER NON-NATIVE BEACH MATERIAL WITHIN EXCAVATION AREA
FOR BEACH NOURISHMENT, DRIFT SILL, PERCHED BEACH, AND BEACH
NOURISHMENT MOUNDS. DEBRIS CAN REMAIN WITHIN FILL AREAS
BENEATH BEACH NOURISHMENT GRAVEL PLACEMENT.
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BELLINGHAM BAY
PETE'S BEACH
1
2
2'
1
0
-
F
T
T
R
A
I
L
BOULEVARD PARK
COFFEE SHOP
PLAYGROUND
10-FT T
RAIL
1
2
13
7
'
6
'
4'
1
9
8
7
8
'
1
1
1
2
'
13'
1
1
'
1
0
6
1'
4
9
'
1
0
'
REMOVE 2 FT OF RUBBLE
REPLACE WITH 2 FT OF COBBLE
3
.
O
F
T
G
R
A
V
E
L
N
O
U
R
I
S
H
M
E
N
T
2
.
0
F
T
G
R
A
V
E
L
N
O
U
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I
S
H
M
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9
"
T
H
I
C
K
C
O
B
B
L
E
INTERTIDAL BOULDER
CLUSTERS DETAIL G
BACKSHORE
SANDSTONE AND
ERRATIC BOULDERS
DETAIL I
1.0 FT GRAVEL
NOURISHMENT
1.5 FT GRAVEL
NOURISHMENT
2
5
DRIFT SILL
DETAIL G
PERCHED BEACH
DETAIL H
REMOVE 2.0 FT THICK AVERAGE OF
BEACH DEBRIS AND CONCRETE
LARGER THAN 6". NO EXCAVATION INTO GRAVEL.
MAINTAIN CURRENT SUBSTRATE.
REPLACE WITH 1.5 FT OF BEACH NOURISHMENT GRAVEL
FROM 2.5FT MLLW ELEVATION TO NEW REVETMENT
REMOVE 1 FT THICK AVERAGE OF BEACH DEBRIS
LARGER THAN 6". NO EXCAVATION INTO GRAVEL.
MAINTAIN CURRENT GRAVEL SUBSTRATE
REPLACE WITH 1 FT OF BEACH NOURISHMENT GRAVEL
BEACH NOURISHMENT
STABILIZATION MOUND
DETAIL J
SOUTHERN EXTENT OF 1 FT
BEACH DEBRIS REMOVAL AND
GRAVEL IMPORT:
18 FT FROM NORTHERN
EXTENT OF CONCRETE STAIRS
WESTERN EXTENT OF 1 FT
BEACH DEBRIS REMOVAL AND
GRAVEL IMPORT:
ABOVE 3 FT MLLW ELEVATION
EXTENT OF
BEACH DEBRIS REMOVAL AND
GRAVEL IMPORT:
3 FT WATERWARD OF
EXISTING, NON-REPAIRED ROCKERY TOE OR
TIE-IN TO NEW REVETMENT TOE
3
3
'
RECONSTRUCTED
REVETMENT
Existing Contours
Proposed Gravel
Beach Nourishment
Proposed Structures (Drift
sill and revetment) SEE
4.0 DETAILS A,B,C
Proposed Cobble
Nourishment
Proposed Trail
Realignment
Proposed Sand Beach
Nourishment
Perched Beach - Detail H
Existing Tree- Deciduous
To Remain
Existing Tree- Conifer
To Remain
Legend
Eelgrass landward
extent June 2012
Do not disturb
Low intertidal boulder
clusters - Detail G
MHHW
Legend
Beach Nourishment
Stabilization Mound -
Detail J
Upland sandstone and
erratic boulders - Detail I
REHABILITATE
SHORELINE REVETMENT
PER S-16B
C3.0
C5.1
AS S
HO
WN
SITE
PLA
N -
PRO
POSE
D CO
NDI
TIO
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B
ACB
JWJ
WAS
HIN
GTO
NBE
LLIN
GH
AM
BOUL
EVAR
D P
ARK
SHO
RELI
NE
IMPR
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MEN
TS
CITY
OF
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HAM
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2
2'
1
2
13
7
'
6
'
4'
1
9
8
7
8
'
1
1
1
2
'
13'
1
1
'
1
0
6
1'
4
9
'
1
0
'
2
5
3
3'
C3.1
C5.1
AS S
HO
WN
GRA
DIN
G P
LAN
----
SHEE
TD
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SCAL
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BY
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B
ACB
JWJ
WAS
HIN
GTO
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GH
AM
BOUL
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SHEE
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ATE
SCAL
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OF
JOB
NUM
BER
CHEC
KED
BY
DRA
WN
BY
DES
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ED B
Y
C3.2
C5.1
AS S
HO
WN
SITE
RES
TORA
TIO
N P
LAN
2011
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A
SJW
SJW
MFM
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3
INSTALL 4"
PLANTING SOIL AND SOD
PER SPEC.
RE-SOD GRASS ALONG TRAIL EDGE
DISTURBED DURING CONSTRUCTION
PLACE PLANTING SOIL AND SOD PER SPEC.
RELOCATE EXISTING BENCHES
ON NEW CONCRETE PADS
PER DETAIL THIS SHEET
NOTES:
1. RE-SOD ALL GRASS DISTURBED
DURING CONSTRUCTION PER SPEC.
RE-SOD GRASS UNDER TEMPORARY TRAIL
PLACE PLANTING SOIL AND SOD PER SPEC.
PLANTER ISLAND
W/ 1-FT THICK CONCRETE HEADER
PER DETAIL THIS SHEET.
PLANTINGS BY OTHERS
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SC
AP
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SHEE
TD
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SCAL
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CHEC
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BY
DRA
WN
BY
DES
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ED B
Y
C4.0
C5.1
AS S
HO
WN
SITE
DET
AILS
A, B
, C20
11-1
29A
CBW
SJW
CBW
WAS
HIN
GTO
NBE
LLIN
GH
AM
BOUL
EVAR
D P
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NE
IMPR
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MEN
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OF
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DRIFT SILL TYPICAL CROSS SECTIONAC3.1
REVETMENT TYPICAL CROSS SECTIONBC3.1
DRIFT SILL TYPICAL PROFILE SECTIONCC3.1
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4.0 - SITE D
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BY
DRA
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Y
C4.1
C5.1
AS S
HO
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SITE
DET
AILS
H, I
2011
-129
A
SJW
SJW
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TRAIL TYPICAL SECTIOND-
TRAIL SECTION - AT REVETMENTE-
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C4.2
C5.1
AS S
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Desig
n De
tails
F, G
, H, I
, & J
----
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BOUL
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MEN
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CITY
OF
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BEACH NOURISHMENT AND BACKSHORE SAND TYPICAL PROFILE SECTIONF-
LOW INTERTIDAL BOULDER CLUSTERS G-
PERCHED BEACH TOE TYPICAL SECTIONH-
BACKSHORE SANDSTONE AND ERRATIC BOULDERSI-
-
BEACH NOURISHMENT STABILIZATION MOUND TYPICAL SECTIONJ--
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CHEC
KED
BY
DRA
WN
BY
DES
IGN
ED B
YAC
B
ACB
JWJ
WAS
HIN
GTO
NBE
LLIN
GH
AM
BOUL
EVAR
D P
ARK
SHO
RELI
NE
IMPR
OVE
MEN
TS
CITY
OF
BELL
ING
HAM
C5.0
C5.1
AS S
HO
WN
PRO
FILE
S 1-
7--
--
2/28
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3
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AS S
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PRO
FILE
S 8-
13--
--
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SHEE
TD
ATE
SCAL
E
OF
JOB
NUM
BER
CHEC
KED
BY
DRA
WN
BY
DES
IGN
ED B
YAC
B
ACB
JWJ
WAS
HIN
GTO
NBE
LLIN
GH
AM
BOUL
EVAR
D P
ARK
SHO
RELI
NE
IMPR
OVE
MEN
TS
CITY
OF
BELL
ING
HAM
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