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PVI STA =1+47
PA ELEV 331.26
1+00 STA 1+05-6. 5' RT.
SET OVER EXIST. 8" PVC
RIM: 332.4
IE: 317.3 (NEW, E)
IE: 317.16 (EX., N&S)
350
345
340
335
330
325
STA 3 +84.6, 5' RT (NE 21 ST)
SAN SEWER MH #2 (STD. MH, 48 ")
RIM: 334.35
IE: 325.1 (8" PVC, S do E)
IE: 325.0 (8" PVC, W)
PVI STA 7 +00
PVI ELEV = 352.00 HIGH PT.
A. D. = 10.21 200.0' STA 7 +56.71
K = 19.59 SSD = 150' ELEV: 350.27
VERTICAL CURVE
6+00 6 + 50 7+00 7+50 8+00
PROFILE -- NE 21st ST. /GLENIIDOD AVE. NE
SCALE: HORIZ.• 1 " = 20'
0.05 FT. /FT. 2
N • �
w •
EXPANSION JOINT
0.02 FT. /FT-
t
0
CEMENT CONCRETE
SIDEWALK
NOTE: TOP OF LIP AT DRIVEWAYS.
CONCRETE VERTICAL CURB AND GUTTER
CURB DETAIL
NOT TO SCALE
RECOMMENDED FOR APPROVAL
J. J'l
or WASNI G, BY- Aftk�� � DATE: 101ITil
r'�
ti BY. DA FE.-
1w -
20734 ��v� /
00 81 • DATE.• o L/
O►rVAL E
EXPIRES: 3 1 2 006 1 BY. DATE:
F OLL�200
4 +00
- 350
345
340
to
a�-
- 330
0
+
ov --
325
8+50
4+50 5+00 5+50
PROFILE - NE 21st ST./GLENWOOD AVE* NE
SCALE. • HORIZ.• 1 " = 20'
VER T.• 1 00 = 5'
9'- 0" 9
16" 2 7" 5#-0"
!� f
I-- -- -i
1--- — -4
ANCHOR BOL T PA T TERN
PER NDCBU PEDESTAL
TEMPLA TE
I
- 318" x FULL DEP TH I
6 » EXPANSION JOIN T
•
1' -6"
SIDE VIEW
1. 1 REVISED PER CITY REVIEW
NO.
RE VISION
F-ACE of WR 77CAL CuR9
PLAN VIEW
N. D. C. B. U.
CUTLER MODEL CB -15
OR EQUAL
NEIGHBORHOOD DELIVERY &
COLLECTION BOX UNIT
D.C.B.U.2 INSTALLATION
N
I •
h
_
to
I
A
FRONT VIEW
Nor To SCALE LUA 04 --1.09
ENGINEER:
JAEGER ENGINEERING
8-12 -0e 9419 South 204th Place
Kent, WA. 38031
Phone No. (253) 850 -0934
By APPR. DATE Fox No. (253) 850 -0155
FFt 103
6 +50
%32 75oa
C ITY O F RE NT O ITT
DEPARTMENT OF PUBLIC WORKS
PROFILES & DETAILS
KEN1V�' COURT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: SEE DETAIL FaD 900k PAM:
APPROVED: 0! SHEET: 6 Of: 14
Ml�C TpR 4F �N�1lC �K •
• r
3
34
34
335
330
325
320
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V)
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W
IY
d
350-- Z
:4
—V)
_o
345 3
.o
w
—U
340----+
_o
335
330
325
CD
PVI STA =1+47
PA ELEV 331.26
1+00 STA 1+05-6. 5' RT.
SET OVER EXIST. 8" PVC
RIM: 332.4
IE: 317.3 (NEW, E)
IE: 317.16 (EX., N&S)
350
345
340
335
330
325
STA 3 +84.6, 5' RT (NE 21 ST)
SAN SEWER MH #2 (STD. MH, 48 ")
RIM: 334.35
IE: 325.1 (8" PVC, S do E)
IE: 325.0 (8" PVC, W)
PVI STA 7 +00
PVI ELEV = 352.00 HIGH PT.
A. D. = 10.21 200.0' STA 7 +56.71
K = 19.59 SSD = 150' ELEV: 350.27
VERTICAL CURVE
6+00 6 + 50 7+00 7+50 8+00
PROFILE -- NE 21st ST. /GLENIIDOD AVE. NE
SCALE: HORIZ.• 1 " = 20'
0.05 FT. /FT. 2
N • �
w •
EXPANSION JOINT
0.02 FT. /FT-
t
0
CEMENT CONCRETE
SIDEWALK
NOTE: TOP OF LIP AT DRIVEWAYS.
CONCRETE VERTICAL CURB AND GUTTER
CURB DETAIL
NOT TO SCALE
RECOMMENDED FOR APPROVAL
J. J'l
or WASNI G, BY- Aftk�� � DATE: 101ITil
r'�
ti BY. DA FE.-
1w -
20734 ��v� /
00 81 • DATE.• o L/
O►rVAL E
EXPIRES: 3 1 2 006 1 BY. DATE:
F OLL�200
4 +00
- 350
345
340
to
a�-
- 330
0
+
ov --
325
8+50
4+50 5+00 5+50
PROFILE - NE 21st ST./GLENWOOD AVE* NE
SCALE. • HORIZ.• 1 " = 20'
VER T.• 1 00 = 5'
9'- 0" 9
16" 2 7" 5#-0"
!� f
I-- -- -i
1--- — -4
ANCHOR BOL T PA T TERN
PER NDCBU PEDESTAL
TEMPLA TE
I
- 318" x FULL DEP TH I
6 » EXPANSION JOIN T
•
1' -6"
SIDE VIEW
1. 1 REVISED PER CITY REVIEW
NO.
RE VISION
F-ACE of WR 77CAL CuR9
PLAN VIEW
N. D. C. B. U.
CUTLER MODEL CB -15
OR EQUAL
NEIGHBORHOOD DELIVERY &
COLLECTION BOX UNIT
D.C.B.U.2 INSTALLATION
N
I •
h
_
to
I
A
FRONT VIEW
Nor To SCALE LUA 04 --1.09
ENGINEER:
JAEGER ENGINEERING
8-12 -0e 9419 South 204th Place
Kent, WA. 38031
Phone No. (253) 850 -0934
By APPR. DATE Fox No. (253) 850 -0155
FFt 103
6 +50
%32 75oa
C ITY O F RE NT O ITT
DEPARTMENT OF PUBLIC WORKS
PROFILES & DETAILS
KEN1V�' COURT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: SEE DETAIL FaD 900k PAM:
APPROVED: 0! SHEET: 6 Of: 14
Ml�C TpR 4F �N�1lC �K •
• r
3
34
34
335
330
325
320
M
�
�
v
c
c
�c
o
a
H
o
I
t--
W
r
m
Z
V)
`>
W
IY
d
350-- Z
:4
—V)
_o
345 3
.o
w
—U
340----+
_o
335
330
325
CD
PVI STA =1+47
PA ELEV 331.26
1+00 STA 1+05-6. 5' RT.
SET OVER EXIST. 8" PVC
RIM: 332.4
IE: 317.3 (NEW, E)
IE: 317.16 (EX., N&S)
350
345
340
335
330
325
STA 3 +84.6, 5' RT (NE 21 ST)
SAN SEWER MH #2 (STD. MH, 48 ")
RIM: 334.35
IE: 325.1 (8" PVC, S do E)
IE: 325.0 (8" PVC, W)
PVI STA 7 +00
PVI ELEV = 352.00 HIGH PT.
A. D. = 10.21 200.0' STA 7 +56.71
K = 19.59 SSD = 150' ELEV: 350.27
VERTICAL CURVE
6+00 6 + 50 7+00 7+50 8+00
PROFILE -- NE 21st ST. /GLENIIDOD AVE. NE
SCALE: HORIZ.• 1 " = 20'
0.05 FT. /FT. 2
N • �
w •
EXPANSION JOINT
0.02 FT. /FT-
t
0
CEMENT CONCRETE
SIDEWALK
NOTE: TOP OF LIP AT DRIVEWAYS.
CONCRETE VERTICAL CURB AND GUTTER
CURB DETAIL
NOT TO SCALE
RECOMMENDED FOR APPROVAL
J. J'l
or WASNI G, BY- Aftk�� � DATE: 101ITil
r'�
ti BY. DA FE.-
1w -
20734 ��v� /
00 81 • DATE.• o L/
O►rVAL E
EXPIRES: 3 1 2 006 1 BY. DATE:
F OLL�200
4 +00
- 350
345
340
to
a�-
- 330
0
+
ov --
325
8+50
4+50 5+00 5+50
PROFILE - NE 21st ST./GLENWOOD AVE* NE
SCALE. • HORIZ.• 1 " = 20'
VER T.• 1 00 = 5'
9'- 0" 9
16" 2 7" 5#-0"
!� f
I-- -- -i
1--- — -4
ANCHOR BOL T PA T TERN
PER NDCBU PEDESTAL
TEMPLA TE
I
- 318" x FULL DEP TH I
6 » EXPANSION JOIN T
•
1' -6"
SIDE VIEW
1. 1 REVISED PER CITY REVIEW
NO.
RE VISION
F-ACE of WR 77CAL CuR9
PLAN VIEW
N. D. C. B. U.
CUTLER MODEL CB -15
OR EQUAL
NEIGHBORHOOD DELIVERY &
COLLECTION BOX UNIT
D.C.B.U.2 INSTALLATION
N
I •
h
_
to
I
A
FRONT VIEW
Nor To SCALE LUA 04 --1.09
ENGINEER:
JAEGER ENGINEERING
8-12 -0e 9419 South 204th Place
Kent, WA. 38031
Phone No. (253) 850 -0934
By APPR. DATE Fox No. (253) 850 -0155
FFt 103
6 +50
%32 75oa
C ITY O F RE NT O ITT
DEPARTMENT OF PUBLIC WORKS
PROFILES & DETAILS
KEN1V�' COURT
DESIGNED: JJJ DATE: 6/20/05 FILE NAME:
DRAWN: JJJ
CHECKED: JJJ SCALE: SEE DETAIL FaD 900k PAM:
APPROVED: 0! SHEET: 6 Of: 14
Ml�C TpR 4F �N�1lC �K •
• r
3
34
34
335
330
325
320