-
CONSOLIDATION AVE
L
IN
C
O
L
N
S
T
.
PU
GE
T S
T.
YE
W S
T.
DUMAS AVE
ADAMS AVE
BELLINGHAM
EXISTING PROPOSED
L E G E N D
MAJOR CONTOUR
MINOR CONTOUR
ROW / PROPERTY LINE
170
170
170
170
WATER MAIN
PUBLIC UTILITY EASEMENT
FIRE HYDRANT
VALVE
WA WA
CONCRETE
CENTER LINE
SS
SEWER MAIN
SEWER MANHOLE
STORM DRAIN
STORM DRAIN CATCHBASIN
SS SS
SD SD
WATER METER
S
S S
W W
EDGE OF PAVEMENT
D D
GG
GAS LINE
OHOH POPO
AIR / VAC VALVE
OVERHEAD POWER LINE
NGNG
CITY VIEW APARTMENTSCONSOLIDATION AVE.
IMPROVEMENTS
SEC. 32, TWP. 38 N., RGE. 3E., W.M.CITY OF BELLINGHAM,
WHATCOM COUNTY, WASHINGTON
V I C I N I T Y M A P
SITE
XXXXX XXXXX
FENCE LINE
FACE OF CURB
BACK OF CURB
SIDEWALK
WA
WATER SERVICE
A B B R E V I A T I O N S
CBI
DI
E
EG
ELEV
EXST
FG
FF
FT
INV
L
LF
MIN
MJ
N
PC
PCC
PRC
PT
PVC
R
SDCB
SSCO
SSMH
STA
TB
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DUCTILE IRON
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EXISTING GROUND
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FINISH FLOOR
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INVERT ELEVATION
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MINIMUM
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NORTHING
POINT OF CURVE
POINT OF COMPOUND CURVE
POINT OF REVERSE CURVE
POINT OF TANGENT
POLYVINYLCHLORIDE
RIGHT
STORM DRAIN CATCH BASIN
SEWER CLEANOUT
SEWER MANHOLE
STATION
THRUST BLOCK
TYPICAL
SHEET INDEX
C1
C2
C3
C4
EXISTING CONDITIONS
COVER, LEGEND & SHEET INDEX
CONSOLIDATION AVE. STREET AND STORM
DITCH
CONSOLIDATION AVE. SEWER AND WATER
CA
SCA
DE
11
9 G
ra
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A
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nu
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D
(3
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, W
ash
in
gto
n 9
82
25
NGIN
EERI
NGRO
UPNC
EG
, P.S
., I
.
REVISIONS DATE
DATE:
DESIGN:
DRAWN:
CHECKED:
SCALE:
PROJECT NUMBER:
SHEET NO.
OF
02
1220
20 2
3PM
PM
MO
RG
0001
0400
CA
WG
SC
ON
SOLI
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4-26-2019
AS SHOWN
MORG0001
C1
C5
DETAILS
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AutoCAD SHX TextCONSULTING ENGINEER:
AutoCAD SHX TextCASCADE ENGINEERING GROUP, P.S., INC. 119 GRAND
AVENUE, SUITE D BELLINGHAM, WA. 98225 Tel. 360.306.8161
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AutoCAD SHX TextPRELIMINARY
-
0
SCALE IN FEET
12060
100'
WETLAND
BUFFER,
TYP.
TB
TB
T
B
TB
TB
TB
TB TB TBTB
TB
TB
TB
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1
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0
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S
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S
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S
S
S
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S
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S
S
S
S
S
S
S
S
S
S
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S
S
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S
S
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S
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S
S
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W
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4
0
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3
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0
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3
5
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4
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0
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4
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0
4
3
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4
4
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4
5
0
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6
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1
2
"
C
P
P
1
1
8
L
F
@
6
.3
%
EX
. 12" C
PP
, @
5.38%
E
X
. 12" C
P
P
, @
10.42%
WETLAND
WETLAND
EX. CB
RIM = 415.85
INV S = 413.35 (12")
INV E = 413.95 (6")
INV W = 413.39 (12")
EX. CB
RIM = 424.49
INV S = 422.74 (12")
INV E = 422.74 (12")
INV N = 422.69 (12")
EX. CB
RIM = 454.48
INV SW = 452.88 (12")
INV S =452.83 (12")
INV E = 453.28 (4")
INV N = 452.48 (12")
EX. CB
RIM = 455.15
INV NE = 453.10 (12")
12" CPP OUTFALL
INV = 410.54
EX. 18" Ø CULVERT
INV EL. 272.0
EX.CB
RIM = 271.64
INV S = 267.84 (12")
INV E = 267.79 (18")
INV NW 267.69 (18")
EX. CB
RIM = 277.43
INV W = 275.45 (8")
INV NW = 275.27 (12")
EX. CB
RIM = 277.12
INV E = 274.31 (8")
INV S = 273.81 (15")
INV W = 272.69 (18")
18" CPP 112 LF @ 5.3%
18" CPP 100 LF @ 4.2%
8" PVC 35 LF @ 3.2%
12" CPP, @ 8.54%
12" CPP, @ 2.77%
12" CPP, @ 8.79%
NE
VA
DA
ST
RE
ET
CONSOLIDATION AVE.
PUG
ET
ST
RE
ET
QU
EE
N S
TR
EE
T
RA
CIN
E S
TR
EE
T
MAR
ION
BERR
Y C
OU
RT
SALM
ON
BE
RR
Y L
N
EX. SSMH
RIM = 300.00
INV E = 295.01 (8")
EX. SSMH
RIM = 303.1
INV E = 296.3 (8")
INV W = 296.3 (8")
EX. SSMH
RIM = 315.9
INV E = 313.2 (8")
INV W = 305.7 (8")
EX. SSMH
RIM = 320.5
INV E = 315.0 (8")
INV W = 315.0 (8")
EX. SSMH
RIM = 391.9
INV W = 386.6 (8")
EX. SSMH
RIM = 351.8
INV E = 346.6 (8")
INV W = 346.5 (8")
CA
SCA
DE
11
9 G
ra
nd
A
ve
nu
e, S
uite
D
(3
60
) 3
06
-8
16
1
Be
llin
gh
am
, W
ash
in
gto
n 9
82
25
NGIN
EERI
NGRO
UPNC
EG
, P.S
., I
.
REVISIONS DATE
DATE:
DESIGN:
DRAWN:
CHECKED:
SCALE:
PROJECT NUMBER:
SHEET NO.
OF
02/
12/2
020
21P
M P
MM
OR
G00
010
00C
AD
DW
GS
CO
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LID
AT
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AV
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VE
. IM
PR
OV
EM
EN
TS
EX
IS
TIN
G C
ON
DIT
IO
NS
06/11/2018LCPCRP
AS SHOWN
MORG0001
C2
AutoCAD SHX TextN
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AutoCAD SHX TextPRELIMINARY
-
3
2
6
3
4
0
3
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0
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0
3
8
0
390
X
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D
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CONSOLIDATION AVE.
C5
1
S
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5+50.6, 7.6R
SDCB 5 TYPE 1
5+57.3, 8.5R
INLET
4+98.9, 3.0L
SDCB 4 TYPE 1
SDCB 3 TYPE 1
STA 3+44.55, 3.0L
2+13.3, 3.0L
SDCB 2 TYPE 1
SDCB 1 TYPE 1
STILLING WELL W/ BEHIVE GRATE
STA 1+85.14, 14.9R
5
3
L
F
1
2
"
N
-1
2
@
4
6
.2
%
154 LF 12" N-12 @ 15.0%
131 LF 12" N-12 @ 14.0%
33 LF 12" N-12 @ 10.2%
7 LF 12" N-12 @ 22.1%
END ROAD
CONSTRUCTION
STA 4+95.82
BEGIN ROAD
CONSTRUCTION
STA 2+10.00
+
100
+
200
+
300
+
400
+
500
+
600
BEGIN ALIGNMENT
STA 1+00.00
N 637196.6
E 1248123.5
3
1
4
3
3
0
3
5
0
3
6
0
370
3
4
0
9'
15'
60' R
OW
5'
9'
15'
5'
DRIVEWAY CUT
DRIVEWAY CUT
SD
SD
SD
SD
SD
SD
S
D
S
D
SDCB 7 TYPE 1
STA 4+14.22, 14.8L
99 LF 12" N-12 @ 14.8%
SDCB 8 TYPE 1
STA 3+15.40, 14.8L
SD
SD
SD
SD
SD
SD
SDCB 6 TYPE 1
STA 4+80.13, 14.8L
SDCB 3.1 TYPE 1
W/ INLET GRATE
STA 3+45.00, 11.0R
SDCB 2.1 TYPE 1
W/ INLET GRATE
STA 2+15.00, 11.0R
CONSOLIDATION AVESCALE: H: 1" = 20', V: 1" = 5'
290
292
294
296
298
300
302
304
306
308
310
312
314
316
318
320
322
324
326
328
330
332
334
336
338
340
342
344
346
348
290
292
294
296
298
300
302
304
306
308
310
312
314
316
318
320
322
324
326
328
330
332
334
336
338
340
342
344
346
348
350
CONSOLIDATION AVESCALE: H: 1" = 20', V: 1" = 5'
334
336
338
340
342
344
346
348
350
352
354
356
358
360
362
364
366
368
370
372
374
376
378
380
382
384
386
388
390
392
334
336
338
340
342
344
346
348
350
352
354
356
358
360
362
364
366
368
370
372
374
376
378
380
382
384
386
388
390
392
CONSOLIDATION AVESCALE: H: 1" = 20', V: 1" = 5'
1+00
E
G
F
G
30
2.6
9 E
G
30
2.6
9 F
G
1+50 2+00
30
8.3
8 E
G
30
8.4
7 F
G
31
6.9
5 E
G
31
5.2
5 F
G
2+50 3+00
32
6.1
5 E
G
32
2.7
5 F
G
33
5.9
5 E
G
33
0.2
5 F
G
3+50 4+00
34
3.4
6 E
G
33
7.7
5 F
G
35
4.0
0 E
G
34
5.2
5 F
G
4+50 5+00
36
4.4
2 E
G
35
2.7
5 F
G
37
7.2
7 E
G
F
G
5+50 6+00
39
0.7
4 E
G
F
G
6+50
39
7.2
7 E
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F
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EXISTING GROUND
FINISHED GRDE
PV
I 1
+4
3
EL
=
3
02
.0
PV
I 1
+6
0
EL
=
3
03
.7
PV
I 5
+0
0
EL
=
3
52
.8
PV
I 5
+4
8
EL
=
3
76
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30.00 VC
BV
CS
: 2
+0
9.0
0
BV
CE
: 3
09
.5
5
EV
CE
: 3
13
.6
0
EV
CS
: 2
+3
9.0
0
PVI EL = 311.35
PVI STA = 2+24.00
5
3
L
F
1
2
"
N
-
1
2
@
4
6
.
1
8
%
1
5
4
L
F
1
2
"
N
-
1
2
@
1
5
.
0
0
%
1
3
1
L
F
1
2
"
N
-
1
2
@
1
4
.
0
0
%
7 LF 12" N-12 @ 22.15%
33 LF 12" N-12 @ 10.19%
STA 5+50.6, 7.6R
IE IN E 374.50 (12")
IE OUT W 372.35 (12")
SDCB 5 TYPE 1
RIM 378.35
STA 5+57.3, 8.5R
IE OUT W 376.00 (12")
INLET
RIM 379.10
STA 4+98.9, 3.0L
IE IN E 348.00 (12")
IE OUT W 348.00 (12")
SDCB 4 TYPE 1
RIM 352.56
STA 3+44.6, 3.0L
IE IN E 324.84 (12")
IE IN S 324.80 (12")
IE OUT W 324.80 (12")
SDCB 3 TYPE 1
RIM 329.37
STA 2+13.3, 3.0L
IE IN E 306.43 (12")
IE IN S 306.40 (12")
IE OUT SW 306.40 (12")
SDCB 2 TYPE 1
RIM 310.02
STA 1+85.1, 14.9R
INV IN NE 303.00 (12")
SDCB 1 TYPE 1
STILLING WELL W/ BEHIVE GRATE
RIM 306.00
EXISTING GROUND
FINISHED GRDE
9
.
8
6
%
1
2
.
0
0
%
1
5
.
0
0
%
5
0
.
0
0
%
S
E
W
E
R
1
0
"
Ø
S
E
W
E
R
1
0
"
Ø
E
X
.
S
E
W
E
R
8
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E
X
.
S
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E
X
.
S
E
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E
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8
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W
A
T
E
R
8
"
Ø
W
A
T
E
R
8
"
Ø
STA 3+15.4, 14.8L
INV IN E 322.37 (12")
INV OUT N 322.37 (12")
SDCB 8 TYPE 1
RIM 324.92
STA 4+14.2, 14.8L
INV IN E 337.00 (12")
INV OUT W 337.00 (12")
SDCB 7 TYPE 1
RIM 339.59
9
9
L
F
1
2
"
N
-
1
2
@
1
4
.
8
1
%
STA 2+15.0, 11.0R
IE OUT N 306.54 (12")
SDCB 2.1 TYPE 1
W/ INLET GRATE
RIM 309.11
STA 3+45.0, 11.0R
IE OUT N 324.94 (12")
SDCB 3.1 TYPE 1
W/ INLET GRATE
RIM 328.32
CA
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DE
11
9 G
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82
25
NGIN
EERI
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UPNC
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REVISIONS DATE
DATE:
DESIGN:
DRAWN:
CHECKED:
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OF
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\DW
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02/12/2020M D
AS S OWN
MORG0001
C3
AutoCAD SHX TextN
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AutoCAD SHX TextPRELIMINARY
-
3
3
0
3
4
0
3
5
0
3
6
0
3
7
0
3
8
0
390
TB
TB
TB
T
B
T
B
T
B
TB
TB
TB
TB
TB
TB
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X
X
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X
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D
D
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D
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W
W
W
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W
W
W
W
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WA
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WA
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WA
WA
WA
WA
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WA
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TB
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X
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TB
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D
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W
W
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W
W
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D
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W
W
W
W
W
W
W
W
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CONSOLIDATION AVE.
C5
1
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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D
S
SS
SS
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
+
100
+
200
+
300
+
400
+
500
+
600
BEGIN ALIGNMENT
STA 1+00.00
N 637196.6
E 1248123.5
3
1
0
3
3
0
3
5
0
3
6
0
370
3
4
0
9'
15'
60' R
OW
5'
9'
15'
5'
EX. SSMH
TO BE REMOVED
EX SSMH 3
STA 2+33.87, 20.8R
SSMH 1 TYPE 3-48"
STA 3+27.88, 20.5R
EX SSMH 2
STA 1+37.51, 20.3R
SSMH 2 TYPE 3-48"
STA 5+20.83, 20.9R
INSTALL MH ON EXISTING MAIN
EX SSMH 6
STA 5+93.17, 21.0R
EX. SSMH
TO BE REMOVED
DRIVEWAY CUT
DRIVEWAY CUT
PROPOSED
WATER MAIN
SD
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
SD
SD
CONSOLIDATION AVESCALE: H: 1" = 20', V: 1" = 5'
290
292
294
296
298
300
302
304
306
308
310
312
314
316
318
320
322
324
326
328
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290
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294
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302
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306
308
310
312
314
316
318
320
322
324
326
328
330
332
334
336
338
340
342
344
346
348
350
CONSOLIDATION AVESCALE: H: 1" = 20', V: 1" = 5'
334
336
338
340
342
344
346
348
350
352
354
356
358
360
362
364
366
368
370
372
374
376
378
380
382
384
386
388
390
392
334
336
338
340
342
344
346
348
350
352
354
356
358
360
362
364
366
368
370
372
374
376
378
380
382
384
386
388
390
392
CONSOLIDATION AVESCALE: H: 1" = 20', V: 1" = 5'
1+00
E
G
F
G
30
2.6
9 E
G
30
2.6
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30
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31
6.9
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32
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32
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34
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7.7
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4.0
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36
4.4
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G
35
2.7
5 F
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37
7.2
7 E
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F
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5+50 6+00
39
0.7
4 E
G
F
G
6+50
39
7.2
7 E
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F
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EXISTING GROUND
FINISHED GRDE
EXISTING GROUND
FINISHED GRDE
9
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8
6
%
1
2
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0
0
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1
5
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0
0
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5
0
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0
0
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X
.
S
E
W
E
R
8
"
Ø
STA 5+20.8, 20.9R
IE IN E 366.06 (8")
IE OUT W 348.00 (10")
SSMH 2 TYPE 3-48"
RIM 370.45
STA 3+27.9, 20.5R
IE IN E 319.06 (10")
IE OUT W 318.90 (10")
SSMH 1 TYPE 3-48"
RIM 332.05
STA 2+33.9, 20.8R
IE IN E 305.80 (10")
IE OUT W 305.70 (8")
EX SSMH 3
RIM 315.79
STA 1+37.5, 20.3R
IE IN E 296.30 (8")
IE OUT W 296.30 (8")
EX SSMH 2
RIM 303.62
R
E
M
O
V
E
R
E
M
O
V
E
EX. SSMH
TO BE REMOVED
EX. SSMH
TO BE REMOVED
E
X
.
S
E
W
E
R
8
"
Ø
S
T
O
R
M
1
2
"
Ø
S
T
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R
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1
2
"
Ø
S
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1
2
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Ø
S
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1
2
"
Ø
E
X
.
S
E
W
E
R
8
"
Ø
STA 5+93.2, 21.0R
IE OUT W 386.60 (8")
EX SSMH 6
RIM 391.93
W
A
T
E
R
8
"
Ø
W
A
T
E
R
8
"
Ø
CA
SCA
DE
11
9 G
ra
nd
A
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nu
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(3
60
) 3
06
-8
16
1
Be
llin
gh
am
, W
ash
in
gto
n 9
82
25
NGIN
EERI
NGRO
UPNC
EG
, P.S
., I
.
REVISIONS DATE
DATE:
DESIGN:
DRAWN:
CHECKED:
SCALE:
PROJECT NUMBER:
SHEET NO.
OF
02/
12/2
020
2:5
2PM
P:\
M\M
OR
G00
01\0
400C
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\DW
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s\C
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OL
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. IM
PR
OV
EM
EN
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CO
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OLID
AT
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N A
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. S
EW
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A
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W
AT
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02/12/2020M D
AS S OWN
MORG0001
C4
AutoCAD SHX TextN
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AutoCAD SHX TextPRELIMINARY
-
2
:
1
D
A
Y
L
I
G
H
T
TYPICAL ROAD
1
C3
IMPROVEMENTS SECTION
8" GRAVEL
WSDOT SPEC 9-03.14(1)
2.5" CLASS 1/2" HMA
2" CRUSHED SURFACING TOP COURSE
WSDOT SPEC 9-03.9(3)
C/L
4" C.P.P.
SIDEWALK
2" OF 5/8"
WASHED ROCK
26.5'
15'9'
5.0'
SIDEWALK
CURB AND
GUTTER
0 10'1" = 5'
2%2%
1%
2
:
1
D
A
Y
L
I
G
H
T
2
:
1
D
A
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L
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H
T
2' SHOULDER
RIPRAP LINED DITCH
CA
SCA
DE
11
9 G
ra
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A
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nu
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(3
60
) 3
06
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16
1
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llin
gh
am
, W
ash
in
gto
n 9
82
25
NGIN
EERI
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UPNC
EG
, P.S
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REVISIONS DATE
DATE:
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CHECKED:
SCALE:
PROJECT NUMBER:
SHEET NO.
OF
02/
12/2
020
2:5
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P:\
M\M
OR
G00
01\0
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\DW
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s\C
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. IM
PR
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EM
EN
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DE
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02/12/2020
AS S OWN
MORG0001
C5
AutoCAD SHX TextN
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AutoCAD SHX Text25783
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AutoCAD SHX TextN
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AutoCAD SHX TextPRELIMINARY
C01-COVER-MORG0001Sheets and ViewsC1 - CITY SUBMITTAL
C02-EXISTING CONDITIONS-MORG0001Sheets and ViewsCascade
Layout
C03-STREET AND STORMSheets and ViewsC3
C04-SEWER AND WATERSheets and ViewsC3
C05-DETAILSSheets and ViewsC5
