HomeMy WebLinkAboutzD-3225SetN
N CO
M CB# 1 TYPE 1
CTL. A STA 0+ 60.209 0.O'RT.
N SEE SECTION B -B
C
Cn JO
END NEW PAVING
CTL. A STA 0 +54.02 ,
JI
i
i'
Q,; CONTROL LINE INTERSECT FORM 3 --INCH HIGH ASPHALT BERM
�,- CTL. A STA. 0 +75.00 TO DIRECT FLOW TO NEW PAVEMENT
CTL. B STA. 0+51.52 (BOTH SIDES)
JI
�
SURFACE FLOW LINE, TYP. HOQUTAM PL
EP, STA 1 +81 SITE ACCESS
SAWCUT EX ASPHALT
NEW PAVING CORNER STAKE START NEW PAVING TO SOUTH AP CONTROL LINE
NP. STA 1 +06.28
CORNER STAKE
0,
C�j
0 +00 1 +OC
CONTROL LINE "B" o ._+._.
REMOVE AND RESTORE ROCK WALL ': PC cn
SEE SECTION -- PT.
EXIST. CB TYPE I /
O B 49'59'2 "'
X
A/`% +
,/ / CENTER OF RADIUS
CTL. B STA 0 +67.5, 30'RT.
INSIDE CURVE, CTL. B:
/ 1
PC STA. 0+65.5, 5.0' RT.
PT STA. 0+48.4, 13.9' RT.
1 A
OXO EA ENT - 20'X 66'
1 BARTH EASEMENT
RECORDING # 200503M000003
13#2 TYPE 2, 48 "0
0+15.21, 7.0' LT.
SEE SECTION A--A
`-EXISTING GRAVEL RD
NEW GRAVEL ROAD
DETAIL A--A, SHEET 2
MATCH EXISTING GRADE
END GRAVEL ROAD
CTL. A STA 0+13.57
c STA 2 + 00
2+95.7
C; '
J t2 +00
1
j *
/
1
i
rKtJtr�vc - vi j �
ROUNDED ROCK DITCH
� l
L
420.
13 LF 8" DI SD
® � 0.45%
410:
TURNINGILME ON CB
0 +00 0 +50
STORM AND DWY CL. PROFILE
CONTROL LINE "A"
1+00
SCALE:
HOR. 1 "= 20'
VER. 1 "= 10'
SEE KYLE II SHORT PLAT
TED402832
0 20' 40'
1:240
410
CONTROL LINE "B° PROFILE, CL 20' ESMT
$ (1) AS- BUILT INFO AND NOTES AOOLD BY CITY OF RENTON DWC 10/06/ SURWYED: ScAl•
NA ►�Olntoi � w� is
AS SHOWN
DESKWD
ROR, DK
RN, owc
dw "c"
CMECKEI> AT /ML >f01"
s WT aE mcm
NO. REVISION BY DATE APPR 'Q"t NCcomm0"'
go
IF
ROLL 2
s 6
. F III
PAY LIMIT FOR TRENCH BACKFILL
49-0 , FOR 12 , 8 to & 6 STORM
AND SANITARY SEWER LINES
SEE DETAIL FOR SURFACE
RESTORATION REQUIREMENTS
TRENCH BACKFILL MATERIAL
NATIVE IF APPROVED BY ENGINEER,
OR IMPORT PER SECTION 9 -03.19
(BANK RUN GRAVEL).
PROPOSED 8 "- 6" SEWER PIPE
12 - 8" STORM PIPE
8" WATER PIPE (STORM)
FOR SEWER PIPE AND STORM PIPE:
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR
THERMOPLASTIC PIPE.
t
EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER.
BACKFILL WITH FOUNDATION MATERIAL
(2'- 4" QUARRY SPALLS)
SANITARY SEWER, STORM, AND WATER PIPES
TYPICAL TRENCH I AND BACKFILL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
NOTES:
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
1. ELEVATIONS BASED ON EX TYPE 1 CB RIM IN SR -900, ADJUSTED TO NAVD 1988.
SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED.
WA
0
n
�ltxxxxx
G I S1E?
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON: 3/17/06
PE /29727 EXPIRES. 10/16/06
�s CITY OF
RENTON
Planning /Building /Public Works Dept.
0315
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 3/17._ /05
By
AS-BUILT
AS -BUILT SURVEY BY DRYCO SURVEYING
STAMPED AND SIGNED BY:
G. PHIL SARGENT PLS 134145 ON 7 -29 -05
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Lys Hornsby Date 3/17 0
Ray Sted, for mcrbet sunhoulDate 3/17/0
Date
HOQUTAM PL NE / SR -900
STORM SYSTEM PROJECT
STORM AND DRIVEWAY PLANS
3/16/05
i
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�= 1
V
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X
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EX CB TYPE 1
RIM
= EL..
EX
.42.7.90
12 "NW IE= 424.66
REMOVE
EX 6 "SW IE =425.3
NEW
8 "SW IE= 425.02
..................
.....
......
...........
...................
CB #2,
TYPE 11 :48 "0
STA 0+15.219 7.0'
LT.
CB #1 lU
RIM EL.
„
435.3
STA. 0+ 60.20, 0.0'
RT.
............:.
12 NW
.
SW
X8±
IE =
.I.E
431.0
.425.61
RIM EL. 4.0
1f
434.18
--
12 SE IE= 1.
431.27
EX
440
......................
FENCE
LOPE ..NEW
ASPHALT ROAD
0.52'C
TO DRAIN TO C13 -1
SEE
SECTION A -A
-4.64%
FOR
EX UTI LITI ES
�.�
�--- 1.5%
AND
DETAILS
430
.. .. ....................
L
420.
13 LF 8" DI SD
® � 0.45%
410:
TURNINGILME ON CB
0 +00 0 +50
STORM AND DWY CL. PROFILE
CONTROL LINE "A"
1+00
SCALE:
HOR. 1 "= 20'
VER. 1 "= 10'
SEE KYLE II SHORT PLAT
TED402832
0 20' 40'
1:240
410
CONTROL LINE "B° PROFILE, CL 20' ESMT
$ (1) AS- BUILT INFO AND NOTES AOOLD BY CITY OF RENTON DWC 10/06/ SURWYED: ScAl•
NA ►�Olntoi � w� is
AS SHOWN
DESKWD
ROR, DK
RN, owc
dw "c"
CMECKEI> AT /ML >f01"
s WT aE mcm
NO. REVISION BY DATE APPR 'Q"t NCcomm0"'
go
IF
ROLL 2
s 6
. F III
PAY LIMIT FOR TRENCH BACKFILL
49-0 , FOR 12 , 8 to & 6 STORM
AND SANITARY SEWER LINES
SEE DETAIL FOR SURFACE
RESTORATION REQUIREMENTS
TRENCH BACKFILL MATERIAL
NATIVE IF APPROVED BY ENGINEER,
OR IMPORT PER SECTION 9 -03.19
(BANK RUN GRAVEL).
PROPOSED 8 "- 6" SEWER PIPE
12 - 8" STORM PIPE
8" WATER PIPE (STORM)
FOR SEWER PIPE AND STORM PIPE:
PIPE ZONE MATERIAL PER SECTION
9 -03.16 BEDDING MATERIAL FOR
THERMOPLASTIC PIPE.
t
EXCAVATION OF UNSUITABLE SOIL (IF NEEDED)
DEPTH AS APPROVED BY ENGINEER.
BACKFILL WITH FOUNDATION MATERIAL
(2'- 4" QUARRY SPALLS)
SANITARY SEWER, STORM, AND WATER PIPES
TYPICAL TRENCH I AND BACKFILL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
NOTES:
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
1. ELEVATIONS BASED ON EX TYPE 1 CB RIM IN SR -900, ADJUSTED TO NAVD 1988.
SURVEYOR TO TIE TO CITY DATUM AND ADJUST DESIGN ELEVATIONS AS NEEDED.
WA
0
n
�ltxxxxx
G I S1E?
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON: 3/17/06
PE /29727 EXPIRES. 10/16/06
�s CITY OF
RENTON
Planning /Building /Public Works Dept.
0315
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 3/17._ /05
By
AS-BUILT
AS -BUILT SURVEY BY DRYCO SURVEYING
STAMPED AND SIGNED BY:
G. PHIL SARGENT PLS 134145 ON 7 -29 -05
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Lys Hornsby Date 3/17 0
Ray Sted, for mcrbet sunhoulDate 3/17/0
Date
HOQUTAM PL NE / SR -900
STORM SYSTEM PROJECT
STORM AND DRIVEWAY PLANS
3/16/05
i
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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
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
_- 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