HomeMy WebLinkAboutD-322502LO
N
N
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CL
gifts 10
ac as
0
(D6-INCH PVC PIPE PARALLEL TO SIDEWALK
NOT FOUND. PVC PIPE FROM C8 JUST DEAD ENDED.
RIC FLEXIBLE
"D I TO 6 "PVC,
)R E LENT,
.S OF CR0
I SPOOL
DES 0
8 "x 6 ", MJ
EX.
EX. 6 "PVC, REPLACE
)I PIPE
EX, TYPE -I CB
PLAN V A NTS '
I
I
I
I
1
I
FENCE,
CONSTRUCT11
ORIGINAL ST)
MAX 20'WIDE
I
(D6-INCH PVC PIPE PARALLEL TO SIDEWALK
NOT FOUND. PVC PIPE FROM C8 JUST DEAD ENDED.
RIC FLEXIBLE
"D I TO 6 "PVC,
)R E LENT,
.S OF CR0
I SPOOL
DES 0
8 "x 6 ", MJ
EX.
EX. 6 "PVC, REPLACE
)I PIPE
EX, TYPE -I CB
PLAN V A NTS '
12" CPEP IN
N IE 4-311945 431 .0
f0
PVC DF
FOUND,
i IE. 425.33
CB #2 TYPE 2, 48-ID
PER C.O.R. STD. DETAILS B027, B035,
WITH RING AND SOLID COVER (LOCKING)
MARKED "DRAIN" PER IFCO 817 -1
OR EQUIVALENT
SECTION A -A, NTS
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it
)N
ATE
co
EXIST. ROCK WALL
REMOVE FOR CONSTRUCTION
RESTORE TO ORIGINAL STATE
INCLUDING FOUNDATION, BACKFILL,
DRAINROCK FILTER FABRIC,
PIPE DRAIN, ETC.
PAY LIMIT - MAX 12'WIDE
EXIST SIDEWALK ,
EXIST 1.5 #10 0 DUCT.
be
......! •
SR -900
E. 475 -2Z; NEW 8" 425.02
NEW 8 "0 DUCTILE IRON '! •• 71 REMOVE EXIST 6" PVC,
EXIST 6 PVC_; -� ! I REPLACE WITH 8" DI.
6' MIN. DEPTH "` i I ( SEE PLAN VIEW "A"
EX. CDF. •' _ .. ! E. 424.66,
„ • • _ .___ __ ' CONTRACTOR MUST
IST. 6 PVC TEE FOR FIBER • • VERIFY!
LOCATE, CE WITH OPT. UTIL. ~-
•
8 "X6" DI L�. -- ••' ....
6 -INCH PVC PIPE PARALLEL TO SIDEWALK
NOT FOUND. F NC PIPE FROM C8 JUST DEAD ENDED.
PIPE ZONE: BEDDING MATERIAL
FOR THERMOPLASTIC PIPE PER SECTION 9 -03 16
PLACE OVER COMPACTED SUBSOIL.
CAUTION: FIBER OPTICS
LINE IN CDF, BELOW
EXISTING 6 "PVC PIPE,
DO NOT DISTURB
APPROX. DEPTH = 5 FT.
AS -BUILT INFO AND NOTES ADDED BY QTY OF RENTON
NO. I REVISION
ROLL 20 l
EXIST WOOD FENCE
w
zi�l J
o✓
w
a
cl-
EXISTING GRADE
EXIST GRAVEL ROAD
TO BE MATCHED,
TYPICAL
0 .
GAS MAIN, APPROXIMATE LOCATION,
UNKNOWN DEPTH
POWER (P), TELEPHONE (T), AND GAS SERVICES
LOCATION VARIES, DEPTH UNKNOWN
Li
r—�
J
W
ROAD SECTION C —C, NTS
TYPICAL - MINOR FILLING NEAR EX SSMH
TAPER WITH CRUSHED SURFACING
BASE COURSE, TOPSOIL AND SEED ---
EXISTING GRADE
EXIST WOOD FENCE
4'
2% MIN.
DRAINAGE EASEMENT
EL. 434.2
I
ELV. 433 5 - ---t2% MIN. ---•-
ELV. 433.1 �---- EXISTING GRADE
O /
1 '�`r1, / IE. �#'3+ -. 431.27 -�
° ./ 12" CPEP OUT E.
1
L MIIV. %- oUmr"f- U l LV vr-r i n, l,LtAJJ U IAZ t'-MHL ► ,
TYPICAL
1.5" MIN. CRUSHED SURFACING TOP COURSE OVER
2.5" MIN. CRUSHED SURFACING BASE COURSE;
COMPACTED DEPTHS
REPLACE UNSUITABLE MATERIAL WITH CRUSHED ROCK BASE
COURSE AS NEEDED.
z
W
RIM EL.
'�3�44L1.434.18 , EL. 434.5 , EL. 435.0
-- -_5 1 4 ,
CB #1 , TYPE 1
PER C.O.R STD. DETAIL B010,
/ FRAME AND BIDIRECTIONAL VANED
' GRATE (LOCKING)
PER IFCO 312 -3 OR EQUIVALENT
N
xxxxx
Is
OR*NAL PLANS STAMPED BY:
RONALD A STRAKA ON: 3/17/06
PE #29727 EXPIRES: 10/14/06
DWC 10/06/ SURVMD SCALE
NA
DESCNED AS SHOWN
RM, DW
DRAWN.
DK M�
CHECKED RM,
DY1►C/ Air ow arc +
BY [DATE APPR
ROAD SECTION B -B, NTS
RECOMMENDED
FOR APPROVAL
BY Daniel Corey 3/17/05
BY
wmcx oo , wwo Im
►+owt 4. wW/I s.r
F 11
too
..� 2% M_ I N_ .
~� EXIST GRAVEL ROAD
TO BE MATCHED,
TYPICAL
NEW DRIVEWAY PAVEMENT,
2" MIN. THICKNESS, CLASS B
ASPHALT, EXIST GRAVEL ROAD
TO BE MATCHED
1.5" MIN. CRUSHED SURFACING
TOP COURSE OVER
2.5" MIN. CRUSHED SURFACING
BASE COURSE;
COMPACTED DEPTHS
REPLACE ANY UNSUITABLE MATERIAL
WITH CRUSHED ROCK BASE COURSE
AS NEEDED.
AS -BUILT
NOTES: x•322502
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
CALL 48 HOURS BEFORE YOU DIG
1 -800- 424 -5555
CITY OF
d REN TON
Planning /Building /Public Works Dept.
03.6
4
r
7
Njr..
v
ti� N
s
v
T
HOOUTAM PL NE / SR -900 3/16/05
STORM SYSTEM PROJECT ex
PI
owwm
STORM AND DRIVEWAY DETAILS 2
s� 2 a 2
I-DI - ,D z
3 L. L-1
• v 4
_- 20' DRAINAGE
EASEMENT
EX. 6' WOOD
REMOVE FOR
RESTORE TO
PAY LIMIT -
FENCE,
CONSTRUCT11
ORIGINAL ST)
MAX 20'WIDE
1- 10'
2' .. 3'
4.0'
0 �
12 MIN.
EL 436.1 EL 435.9
RIM, EL '*4`-€3 435.3
� � � fix-
_ E L 434.26
GRAVEL ROAD:
1.5 CRUSHED SURFACING TOP COURSE, OVER
=
I
2. R F
5 CRUSHED SURFACING BASE COURSE,
COMPACTED DEPTHS. REPLACE ANY UNSUITABLE
I
MATERIAL IN SUBGRADE WITH CRUSHED ROCK.
I '
MATCH EXISTING GRADE
12" CPEP IN
N IE 4-311945 431 .0
f0
PVC DF
FOUND,
i IE. 425.33
CB #2 TYPE 2, 48-ID
PER C.O.R. STD. DETAILS B027, B035,
WITH RING AND SOLID COVER (LOCKING)
MARKED "DRAIN" PER IFCO 817 -1
OR EQUIVALENT
SECTION A -A, NTS
w
it
)N
ATE
co
EXIST. ROCK WALL
REMOVE FOR CONSTRUCTION
RESTORE TO ORIGINAL STATE
INCLUDING FOUNDATION, BACKFILL,
DRAINROCK FILTER FABRIC,
PIPE DRAIN, ETC.
PAY LIMIT - MAX 12'WIDE
EXIST SIDEWALK ,
EXIST 1.5 #10 0 DUCT.
be
......! •
SR -900
E. 475 -2Z; NEW 8" 425.02
NEW 8 "0 DUCTILE IRON '! •• 71 REMOVE EXIST 6" PVC,
EXIST 6 PVC_; -� ! I REPLACE WITH 8" DI.
6' MIN. DEPTH "` i I ( SEE PLAN VIEW "A"
EX. CDF. •' _ .. ! E. 424.66,
„ • • _ .___ __ ' CONTRACTOR MUST
IST. 6 PVC TEE FOR FIBER • • VERIFY!
LOCATE, CE WITH OPT. UTIL. ~-
•
8 "X6" DI L�. -- ••' ....
6 -INCH PVC PIPE PARALLEL TO SIDEWALK
NOT FOUND. F NC PIPE FROM C8 JUST DEAD ENDED.
PIPE ZONE: BEDDING MATERIAL
FOR THERMOPLASTIC PIPE PER SECTION 9 -03 16
PLACE OVER COMPACTED SUBSOIL.
CAUTION: FIBER OPTICS
LINE IN CDF, BELOW
EXISTING 6 "PVC PIPE,
DO NOT DISTURB
APPROX. DEPTH = 5 FT.
AS -BUILT INFO AND NOTES ADDED BY QTY OF RENTON
NO. I REVISION
ROLL 20 l
EXIST WOOD FENCE
w
zi�l J
o✓
w
a
cl-
EXISTING GRADE
EXIST GRAVEL ROAD
TO BE MATCHED,
TYPICAL
0 .
GAS MAIN, APPROXIMATE LOCATION,
UNKNOWN DEPTH
POWER (P), TELEPHONE (T), AND GAS SERVICES
LOCATION VARIES, DEPTH UNKNOWN
Li
r—�
J
W
ROAD SECTION C —C, NTS
TYPICAL - MINOR FILLING NEAR EX SSMH
TAPER WITH CRUSHED SURFACING
BASE COURSE, TOPSOIL AND SEED ---
EXISTING GRADE
EXIST WOOD FENCE
4'
2% MIN.
DRAINAGE EASEMENT
EL. 434.2
I
ELV. 433 5 - ---t2% MIN. ---•-
ELV. 433.1 �---- EXISTING GRADE
O /
1 '�`r1, / IE. �#'3+ -. 431.27 -�
° ./ 12" CPEP OUT E.
1
L MIIV. %- oUmr"f- U l LV vr-r i n, l,LtAJJ U IAZ t'-MHL ► ,
TYPICAL
1.5" MIN. CRUSHED SURFACING TOP COURSE OVER
2.5" MIN. CRUSHED SURFACING BASE COURSE;
COMPACTED DEPTHS
REPLACE UNSUITABLE MATERIAL WITH CRUSHED ROCK BASE
COURSE AS NEEDED.
z
W
RIM EL.
'�3�44L1.434.18 , EL. 434.5 , EL. 435.0
-- -_5 1 4 ,
CB #1 , TYPE 1
PER C.O.R STD. DETAIL B010,
/ FRAME AND BIDIRECTIONAL VANED
' GRATE (LOCKING)
PER IFCO 312 -3 OR EQUIVALENT
N
xxxxx
Is
OR*NAL PLANS STAMPED BY:
RONALD A STRAKA ON: 3/17/06
PE #29727 EXPIRES: 10/14/06
DWC 10/06/ SURVMD SCALE
NA
DESCNED AS SHOWN
RM, DW
DRAWN.
DK M�
CHECKED RM,
DY1►C/ Air ow arc +
BY [DATE APPR
ROAD SECTION B -B, NTS
RECOMMENDED
FOR APPROVAL
BY Daniel Corey 3/17/05
BY
wmcx oo , wwo Im
►+owt 4. wW/I s.r
F 11
too
..� 2% M_ I N_ .
~� EXIST GRAVEL ROAD
TO BE MATCHED,
TYPICAL
NEW DRIVEWAY PAVEMENT,
2" MIN. THICKNESS, CLASS B
ASPHALT, EXIST GRAVEL ROAD
TO BE MATCHED
1.5" MIN. CRUSHED SURFACING
TOP COURSE OVER
2.5" MIN. CRUSHED SURFACING
BASE COURSE;
COMPACTED DEPTHS
REPLACE ANY UNSUITABLE MATERIAL
WITH CRUSHED ROCK BASE COURSE
AS NEEDED.
AS -BUILT
NOTES: x•322502
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
CALL 48 HOURS BEFORE YOU DIG
1 -800- 424 -5555
CITY OF
d REN TON
Planning /Building /Public Works Dept.
03.6
4
r
7
Njr..
v
ti� N
s
v
T
HOOUTAM PL NE / SR -900 3/16/05
STORM SYSTEM PROJECT ex
PI
owwm
STORM AND DRIVEWAY DETAILS 2
s� 2 a 2
I-DI - ,D z
3 L. L-1
• v 4