HomeMy WebLinkAboutR-391008R.O.W. DEDICATION
I
NOTES
TO CITY I
0)
FOR NEW STORM DRAIN RIMS AND INVERTS
50LF 12" LCPE --
(y)
SEE PROFILE AND STRUCTURE TABLE ON
I .
SHEET C09
8' WIDE LANDSCAPE
FOR EXISTING STORM DRAINAGE SYSTEM
STRIP WIDE I
0
ALONG GRANT AVENUE AND OTHER OFFSITE
LK
SIDEWALK PER
STORM DRAINAGE SYSTEM SEE SHEET CO2
STO
RENTON STD PLAN
LL)
FOR STANDARD STORM DRAIN MATERIALS AND
102 MAX. SLOPE S
F—
DETAILS SEE CITY OF RENTON STANDARD
OF 4:1 BACK OF S
DETAIL PLANS.
THE SIDEWALK FOR
• ALL WALLS EXCEEDING 4 FEET IN HEIGHT WILL
AT LEAST 3 FEET
REQUIRE SEPARATE BUILDING PERMITS.
34LF 12" LCPE
u)
0 DETENTION VAULTS WILL REQUIRE SEPARATE
w
BUILDING PERMIT.
10' WIDE TYPE Cl
2
ALL STORM DRAINS IN ALLEY TO BE PUBLIC.
DRIVEWAY PER RENTON
STD PLAN 104
• SEE SHEET CO3 FOR CITY EASEMENT ON
\
O
TRACT A FOR VAULT MAINTENANCE, SIGNS
20' WIDE TYPE C1B
=
AND ONE WAY ARROWS ON PAVEMENT ALONG
DRIVEWAY APPROACH PER
z
PUBLIC ALLEY.
RENTON STD PLAN 104.4,
SIDEWALK AT DRIVEWAY
O
FLOW CONTROL BMPS USED:
CROSSING SHOULD NOT BE
DEPRESSED AT LOCATIONS
I—
WHERE LANDSCAPING IS
LU
ONSITE PERVIOUS CONCRETE SIDEWALK=9,031 SF.
MORE THAN 5 FEET WIDE
U
GRASSCRETE VAULT ACCESS DRIVEWAY=1,973 SF.
STREET NAME SIGN, ONE WAY —�
TREE PRESERVATION (TRACT C) = 2,595 SF.
SIGN AND DO NOT ENTER SIGN
Q
EXISTING � R.O.W. —I
DURATION STANDARD (FOREST SITE
I--
CONDITIONS) FLOW CONTROL FACILITY
COMBINED PUBLIC DETENTION/wET
VAULT
z
8' DEEP LIVE STORAGE
Q
PUBLIC COMBINED DETENTION/WET VAULT.
28,800CF TOTAL PROVIDED
[r
28,767CF REQUIRED
0
ENHANCED BASIC WO FACILITY
4' DEEP DEAD STORAGE
13,600CF TOTAL PROVIDED
TREATMENT TRAIN OF PUBLIC COMBINED
7,260CF REQUIRED
DETENTION/WET VAULT AND STORMFILTER MANHOLE
W/CSF CARTRIDGES.
EX. STREET LIGHT TO
REMAIN
20' WIDE TYPE Cl B
00
DRIVEWAY APPROACH
p
PER RENTON STD PLAN
104.4, SIDEWALK AT
DRIVEWAY
L1.1
CROSSING UAD NOT
W
BEDEPRESSED
=
LOCATIONS WHERE
(j)
LANDSCAPING IS MORE
THAN 5 FEET WIDE
60' PUBLIC R.O.W.
„ 1
I
30'
EXISTING
SIDEWALK
3�
�I
I
EXISTING
I POWER
EXISTING
CABLE
R.O.W. 31.5' PUBLIC 1/2 R.O.W.
30'
-35.87'f TRAVELLED WAY (VARIES)—
EXISTING 18.0'
CURB (TYPICAL) EXISTING 6„
f PAVEMENT
CENTER LINE OF
PAVEM NT CURB
EXISTING EXISTING
STORM GAS
EXISTING
WATER
NOTE: EXISTING UTILITY DEPTHS ARE ASSUMED
GRANT AVENUE
CROSS SECTION A
SCA E5. r-a'
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1.5' R.O.W. DEDICATION n; : r,; 5' PRIVATE SIDEWALK 5' PRIVATE SIDEWALK LAN
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ANDSCAPE
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4" THICK CONCRETE vwi I V) I SCAPINGI A V
4" THICK CONCRETE D I II D I 4" THICK CONCRETE I D
SIDEWALK 10' 10' 0 10' 10' 0 10' 10' (, I 10' 10' o
10'
TEMPORARY
CONSTRUCTION
EASEMENT
FROM PSE .5' 20.5' PUBLIC R.O.W.
3'
I w
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20' TRAVELLED WAY
„
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w
V)
3 o
l
( 10' 10' (
0
0
4' MAX. HIGH
CURB I
2% 2%
~
NEW ROCKERY
SEE SHT C14
FOR DETAIL
I
2" A.0
4,
WEARING COURSE
12" STORM SEWER
0
2" A.0
10" WATER MAIN
5'
10'
7'
BEARING COURSE
6" CRUSHED ROCK
SUBGRADE
NOTE: PAVEMENT THICKNESS PER COR 4-6-060.F.5
g
SANITARY SEWER
FINAL PAVEMENT THICKNESSES PENDING
GEOTECHNICAL ENGINEER'S REPORT
GRANT CIRCLE S.E. (PUBLIC
ALLEY)
CROSS SECTION
B
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1 , SIDEWALK = I = le I SIDEWALK =
I II I II I I I I I(Io I III W� ( 1 MPX IIII
8% CURB 8% soI I 8% I CURB STALL WOOD :3
URB 18% 8%
MAX. 2% 2% MAX 2% 2% MAXMAX. 2% 2% 1.5 MAX.AX. FENCE ALONG 2% 2%WA
PROPERTY LINE
w
2" A.0 a_
WEARING COURSE 2 A.0 2" A.0 0 q 2„ A.0
WEARING COURSE
I 2" A C I WEARING COURSE w WEARING COURSE
„
BEARING COURSE 2 A.0 10" WATER MAIN 2" A.0 2" A.0
10" WATER MAIN 10" WATER MAN g' S' S' 8' BEARING COURSE 6.7't 3.3't BEARING COURSE
12 STORM SEWER 5 10 7 BEARING COURSE
5.4't 4.3't 6" CRUSHED ROCK ••
12 STORM SEWER 6 CRUSHED ROCK 6" CRUSHED ROCK 6" CRUSHED ROCK
SUBGRADE SUBGRADE 8 SANITARY SEWER
SUBGRADE SUBGRADE
12" STORM SEWER 8" SANITARY SEWER 12" STORM SEWER 10" WATER MAIN
NOTE: PAVEMENT THICKNESS PER COR 4-6-060.F.5 NOTE: PAVEMENT THICKNESS PER COR 4-6-060.F.5 NOTE: PAVEMENT THICKNESS PER COR 4-6-060.F.5 COTE: PAVEMENT THICKNESS PER COR 4-6-060.F.5
FINAL PAVEMENT THICKNESSES PENDING FINAL PAVEMENT THICKNESSES PENDING FINAL PAVEMENT THICKNESSES PENDING FINAL PAVEMENT THICKNESSES PENDING
GEOTECHNICAL ENGINEER'S REPORT GEOTECHNICAL ENGINEER'S REPORT GEOTECHNICAL ENGINEER'S REPORT GEOTECHNICAL ENGINEER'S REPORT
GRANT CIRCLE S.E. (PUBLIC ALLEY) PUBLIC ALLEY GRANT CIRCLE (PUBLIC ALLEY) GRANT CIRCLE (PUBLIC ALLEY)
CROSS SECTION C CROSS SECTION D CROSS SECTION E CROSS SECTION F
SCAe- rav SCALE-- r-V scALE. r_v SCAB r-10'
10'
TEMPORARY
CONSTRUCTION
EASEMENT
FROM PSE
I w
I z
I J
I '
I �
w)
I a
I 3. _
MqX 0�
4' MAX. HIGH
NEW ROCKERY
SEE SHT C14
FOR DETAIL
22.35'
15.5'
8%
MAX.
4" CONCRETE
SIDEWALK
llo/1.7 �=
w
V)
D
0
z
5.83' . 4'
w
V)
D
0
z
0
�-- 8%
MAX. 1.5%
VARIES rz-j
8. 0'
Iw
w
I
4' MAX. HIGH
NEW ROCKERIES
4' CONCRETE SEE SHT C14
SIDEWALK
FOR DETAIL
CROSS SECTION H
NO. I REVISION
SCALE: r-V
5' MIN. WIDE A.C. 5' MIN. WIDE .A
TRANSITION TO EX.
CONC. SIDEWEALK TRANSITION TO E
CONC SIDEWEALK
LEGEND-
GRASSCRETE SERVICE DRIVEWAY
FOR STORM VAULT MAINTENANCE
PERVIOUS CONCRETE SIDEWALK
ON SI TE
ASPHALT PAVEMENT
CONCRETE SIDEWALK IN GRANT
AVENUE SOUTH RIGHT OF WAY
�z e
Em - 7
9CA1E:
1 "=20•
ONE om
ffFUL SME
e' NOT ON MKMI
90" ACOORON06Y
RELOCATE EX. WATER METER,
' ELECTRIC TRANSFORMER, AND
�fELEPHONE BOX AS REQ.
ASPHALT TRANSITION AT NORTH ASPHALT TRANSITION AT SOUTH
END OF NEW SIDEWALK END OF NEW SIDEWALK W
SCALE: 1"=10' SCALE: 1"=10' R-391008
W
WMCM: NM 1
HONQONiA1: w I lee,
DATUM
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
O
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING z
rstraka 10/16/2017 rnair 10/17/2017 3:
O
F_
W
U
Q
CITY OF GRANT PLACE TOWNHOMES 2016-12-2 ( j
�••
RENTON MEFELDOz
Planning/Building/Public Works Dept. GRADING ROADWAY AND DRAINAGE PLAN <
COS 22 (�