HomeMy WebLinkAboutSWP2703225.2L0
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PLAN VIEW A, NTS
EX. 6' WOOD FENCE,
REMOVE FOR CONSTRUCTION
RESTORE TO ORIGINAL STATE
PAY LIMIT — MAX 20'WIDE
20'
0
1' 1I' 2' 3' 4.0' -
EL 436.1 y EL 435.9 RIM! EL _435.�
- — - — - — ------------- ----- ------------- ----- ,
F
I
GRAVEL ROAD: \
1.5" CRUSHED SURFACING TOP COURSE, OVER
2.5" CRUSHED SURFACING BASE COURSE, j
COMPACTED DEPTHS. REPLACE ANY UNSUITABLE
MATERIAL IN SUBGRADE WITH CRUSHED ROCK.
MATCH EXISTING GRADE
12" CPEP IN
N I E 4ty'. 431 .0
0 6—INCH PVC PIPE PARALLEL TO SIDEWALK
NOT FOUND. PVC PIPE FROM CB JUST DEAD ENDED.
Ci�1.CT/IAAC�I('' CI CVIOI-E
3"PVC,
-NT,
!�S�
M
MJ
—;E—F—
REPLACE
X, TYPE —I CB
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 WOOD FEN(
GAS MAIN, APPROXIMATE LOCATION,
UNKNOWN DEPTH
POWER (P), TELEPHONE (T), AND GAS SERVI(
LOCATION VARIES, DEPTH UNKNC
ROAD SECTION C-C, NTS
TYPICAL — MINOR FILLING NEAR EX SSMH
TAPER WITH CRUSHED SURFACING
BASE COURSE, TOPSOIL AND SEED 2% MIN.
----------
EXISTING GRADE
EXIST WOOD FENCE
4r _1
EXIST SIDEWALK
ELV. 433 5
ELV. 433.1 EXISTING GRADE
EXIST 1 .5" 0 DUCT.~`
428.5 LLJ
40„ SR-900
\ \1� 0.02 Fr./FT. RIM EL �FQ 427.90
PVC DRAT PIPE /
FOUND, R B ILT Lj
EL —427.5
' ROC K WALL' EOU�I�JA�lON'
�� �_-
E. 4i; NEW 8" 425.02
REMOVE EXIST 6" PVC,
IE. 425.33 NEW 8"0 DUCTILE IRON EXIST 6" PVC REPLACE WITH 8" DI.
6" MAN. DEPTH "`: "' SEE PLAN VIEW "A"
J , EX. CDF. `\ CIE. 424.66,
IST. 6" PVC TEE , FOR FIBER CONTRACTOR MUST
LOCATE, CE WITH OPT. UTIL. VERIFY!
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
8„X6„ DI , r A:
4
O 6—INCH PVC PIPE PARALLEL TO SIDEWALK
NOT FOUND. PVC PIPE FROM CB 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.
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON: 3/17/05
PE #29727 EXPIRES: 10/16/05
10 AS -BUILT INF NOTES ADDED BY CITY OF RENTON DWC 10/06/05 SURVEYED: SCALE:
NA
DESIGNED: AS SHOW N
RDR, DWC
-. _... - DRAWN:
RDR, DWC ONE INCH
CHECKED: AT FULL SCALE
DWC/ RS IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
IRS
2 MIN. UUMFJAU I LU ULH I H, ULAS�:) b AJI`I' TALI ,
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.
Q RIM EL.
EL, 434 2 �4-. 434.18
2% MIN.
I E. 43-1-8Q 431.27
12" CPEP OUT E.
CB#1 , TYPE 1
PER C.O.R STD. DETAIL B010,
FRAME AND BIDIRECTIONAL VANED
GRATE (LOCKING)
PER IFCO 312-3 OR EQUIVALENT
ROAD SECTION B-B, NTS
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 3/17/05
BY
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
I
EL, 434,5 EL, 435,0
1 4
�-- 2_% MIN __----� .� I
EXIST GRAVEL ROAD
TO BE MATCHED,
TYPICAL
T2"
DRIVEWAY PAVEMENT,
IN. THICKNESS, CLASS B
ALT, EXIST GRAVEL ROAD
E MATCHED
. 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: 0 - 3 2 2 S O 2
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
HOQUTAM PL NE / SR-900 3/16/05
TY O F STORM SYSTEM PROJECT PAGE: RR E \ T 0 \ PAGE:OOK:
DRAWING NO:
Planning/Building/Public Works Dept. STORM AND DRIVEWAY DETAILS 1 2
SHEET: OF:
2 2
SCANINHED OCT 2 8 2005 DI 1312121�1012.