HomeMy WebLinkAboutR-39080300
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2' ROW DEDICA
�3' MIN
4' MAX
S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M.
CITY OF RENTON, STATE OF WASHINGTON
EX R/W
LINE 30' R/W C/L 30' R/W
STA 2+23.55 TO 2+75 18.4'
STA 2+75 TO 3+50 TAPER 18.4' TO 21.4' 7.6'�
STA 3+50 TO 3+88.24 21.4'
5' 8'-5' LANDSCAPE
SIDEWALK STRIP 26'
1' CEMENT CONCRETE TRAFFIC CURB AND
2% GUTTER PER C.O.R. DETAIL 101
SAWCUT & MATCH EX PVMT - - ---
REMOVE SOME SEE C.O.R. STD PLAN 103
EX CURB/SIDEWALK
EX. PAVING 4" HMA CLASS 1/2" 64-22
3" CRUSHED SURFACING TOP COURSE
7
CEMENT CONCRETE 3" CRUSHED SURFACING BASE COURSE
SIDEWALK PER C.O.R. FIRM SUBGRADE
32't EXISTING PAVING
DETAIL 102 LINCOLN AVE NE
r 1-
(LOOKING NORTH)
NTS
EX. 20' EGRESS, INGRESS & UTILITY EASEMENT REC. NO. 8207220042
EX. 20' POWER EASEMENT REC. NO. 8402060355
P/L
20'
PROPOSED 21' ACCESS/UTILITY EASEMENT
5' 16' PAVING
FOUND REBAR
ASPHALT THICKENED EDGE 1' MPX REMOVE / REPLACE
�3' 4' ALL ONSITE PAVING
---- 4.17 MAX
7CONSTRUCT NEW 16' PAVEMENT PRIVATELY MAINTAINED
REMOVE/REPLACE EX. 4" HMA CLASS 1/2" 64-22 LEVEL 3 DETENTION VAULT
ONSITE PAVEMENT 3" CRUSHED SURFACING TOP COURSE 17'x8O'x6'(DETENTION
3" CRUSHED SURFACING BASE COURSE DEPTH)
FIRM SUBGRADE /
SEE SHEET 4 FOR VAULT DETAILS/
AND CB #1,2 & 3 CALLOUTS
PRIVATE ACCESS EASEMENT
SECTION A -A
NTS YARD DRAIN
RIM=185.86
INV=184.48
THESE PLANS ARE "AS -BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF AUGUST
30, 2018.
STEVEN D. McCASKEY PLS 42676
T.L. #3345700225
- - - - S88'34'07"E
2 9 5.9 2 - - - - - - - - = - -
FOUND REBAR
1FLOW CONTROL BMPS
A 10% "REDUCED IMPERVIOUS
SURFACE CREDIT" BMP WILL BE
USED FOR EACH LOT IN THIS
DEVELOPMENT TO FULFILL THE
REQUIREMENT THAT FLOW CONTROL
BMP'S BE APPLIED TO 10% OF
THE INDIVIDUAL LOT AREAS. THE
MAXIMUM ZONING CODE
ALLOWABLE IMPERVIOUS SURFACE
(75%) WILL BE REDUCED TO 65%
T.L. #3345700230
Encompass',
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
PROVIDE 4" WHITE EDGE STRIPE ® I . .
20:1 TO EX. EDGE OF PAVEMENT
SEE NOTE
LOT 3 GRAVITY SIDE SEWER
STUB. -LOT 3 WILL HAVE
GRINDER PUMP/WETWELL
CONSTRUCTED W/LOT 3 BUILDING
PERMIT TO BE CONNECTED TO
SECTION B PVC PERF. PIPE
S�EEW/ o CURB RAMP, SEE DETAIL
6
5' PRIVATE DRAINAGE
EASEMENT PROVIDE 4" WHITE EDGE
STRIPE TAPER TO EXISTING)
EDGE OF PAVEMENT
S AMES
of WAS
q�� 1
U� x Z
e
��0 $ 38285� 14
is
SSIONAL�
6
AS -BUILT DRAWINGS
JEF
09 04 18 TJR
5
REVISED DITCH STORM DRAIN
BCS
11/27/11
1/17/1
4/20/17
3/20/17
2/16/17
DATE
TJR
TJR
NEM
TJR
TJR
APPR
SURVEYED:
-
4
TAPER FRONTAGE CURB/ MOVE SS
BCS
DESIGNED:
TJR
3
REVISED PER CITY REVIEW
BCS
2
REVISED PER CITY REVIEW
BCS
DAWN: BCS
1
REVISED PER CITY REVIEW / ADD VAULT
BCS
CHECKEDTJR
NO.
REVISION
BY
APPROVED:
TJR
i
I
� I
I
I
STA 1 +40, 6.+ RT
BEGIN 4" WHITF� EDGE STRIPE
�lI CB RIM=184.03
r__18"ADS N INV=179.23
18"ADS S INV=179.33
APPROX LOCATION EX 12" DI WATER
I
I
�22 LF I8" DI CL 52
4'f WATER/SEWER VERTICAL CLEARANCE
STA 2+31
CONNECT TO EXISTING WATER PER C.O.R. STD
IPLAN 300.1
1-12"x8" TAPPING TEE (FLxMJ)
1-8" GATE VALVE (FLxMJ)
1-THRUST BLOCK PER C.O.R. STD PLAN 330.2
-7.6' I
I
I T.L.#3345700230
- POTHOLE WATER PRIOR TO STORM LINE CONSTRUCTION
CB RIM=196.04
--, �•- 18"ADS N INV=191.29
8"ADS S INV=191.49
\� NEW INV=192.12
r CB RIM=196.04
12"ADS E INV=192.64
12 LF 8" LCPE ® 5.42%
I
I
STA 2+75 BEGIN CURB TAPER
I CONSTRUCT 8-UNIT MAILBOX
LOCKBOX PER C.O.R. H026
RELOCATE 2 MAILBOXES.
INSTALL PER C.O.R. STD
_W 0'
I PLAN H027 (TYPE 1)
16"
CEM NT CONCRETE TRAFFIC CURB AND
12"
GUIER PER C.O.R. DETAIL 101
WIDEN 5'-8't ON EAST
FOR 20.5' MIN.
_14-SIDE
PAVING WIDTH
I T.L.#3345700216
DRIVEWAY TYPE IR1 B PER
C.O.R. STD
PLAN 104.3, TYP.
CENTER STA 3145
- STA 3+50
EN4 CURB TAPER CB RIM=203.09
_------- 18" ADS S INV-198.49
18" ADS E IINV-198.39
12" ADS
IF=9t731
REGRADE EXISTING
DRIVEWAY AS NEEDED
WITHIN R.O.W.
2" GRIND AND OVERLAY
LINCOLN AVE NE AS SHOWN
30.00' I-----------
12" ADS
`IE=205.99
�® I
--z
CLEANOUT W/45' BEND & TIGHTLINE EX
4" PVC DRAIN TO CB #5 (0.5% MIN SLOPE)
ICB #5, TYPE 2-48"
STA:4+22, 13.3' LT
RIM: 207.98
INV=202.38 EXIST. 18" (N&S)
IINV=204.78 12" PVC (S)
INV=205.88 4" PVC (NE)
9LF 12" PVC @ 34.22%
I IE=207.86
INSTALL DEBRIS BARRIER ON BEVELED PIPE
12" A: END SECTION PER C.O.R. STD PLAN 223.00
F= r PLACE 18" THICK LOOSE QUARRY SPALLS
I T.L.#3345700215
a ° RE -ROCK EX. DITCH AFTER PAVING
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
WATER NOTES
NOTE: PROVIDE 3' TYPICAL COVER
OVER WATERMAIN
NOTES:
CATCH BASIN TYPE 1 PER C.O.R. STANDARD PLAN 200.00
CATCH BASIN INSTALLATION PER C.O.R. STANDARD PLAN 202.00
RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00
RECTANGULAR VANED GRATE PER C.O.R. STANDARD PLAN 204.20
0 5 10 20
SCALE 1 " = 20'
LEGEND
LEGEND
FIRE HYDRANT
EXISTING PROP.
WATER VALVE
ASPHALT PAVING
WATER METER
°
CONCRETE SIDEWALK
❑ TELEPHONE RISER
GRIND AND OVERLAY
-0- UTILITY POLE
❑
EXISTING PAVEMENT
GRAVEL ROADWAY FOR
POWER VAULT
VAULT MAINTENANCE
C SEWER MANHOLE
❑ CATCH BASIN
OME ON LOT 3 SHALL
LBEEQUIPPEIDWITH A FIRE
O GUARD POST
R SYSTEM
n SIGN
o MAILBOX
FIR TREE
Cl,; MAPLE TREE
CEDAR TREE
ALDER TREE
TREE (UNSPECIFIED)
P/L
5' PRIVATE
DRAINAGE
NOTES:
1. 5'
2'
EASEMENT
OSERVICE LINE FOR THIS METER
IS TO BE CUT AND CAPPED AT THE
MAIN BY THE CITY'S PUBLIC
WORKS MAINTENANCE DIVISION AFTER
INSTALLATION OF NEW METER TO SERVE THE EXISTING HOME AT
°
- 1 WASHED ROCK
3623 LINCOLN AVENUE NE.
PROTECT EXISTING METER AND WATER 2,5' f
°
SERVICE LINE TO EXISTING HOME DURING CONSTRUCTION OF NEW
2„
(�
6" PERF PIPE
IMPROVEMENTS FOR THE SHORT PLAT.
® 0.5% MIN
SECTION
B-B
SCALE 1"=5'
4 d
IN
° a . CURB
a 5' S/yy a
5' LANDSCAPE STRIP
°
° a 206.20
A. a
a
a ° ° 6" WIDE PEDESTRIAN
a f CURB, TYP. ona I 0
° 206.29° 1� d d d 4 CURB RAMP - SEE WSDOT
G 4
d STD PLAN F-40.15-03
c0 n a
a o
m
°. Q
206.37 - . a 1.5%
d
:d.... ::Q. 206.20
tRCITY OF
RENTON
Planning/Building/Public Works Dept.
3' TAPER DOWN PEDESTRIAN
CURB, THIS SIDE ONLY
CURB RAMP DETAIL
SCALE 1"=2'
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
j;; BY: Date:
0
BY: Date:
Know what's below. BY: Date:
Call before you dig.
BY: Date:
CARPENTER SHORT PLAT DATE11/27/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A
PAGE: N/A
DRAWING NO:
ROADWAY / GRADING / DRAINAGE & WATER PLAN 13708
SHEET:
OF:
3 15
R
3
9
0
8
0
3
W
3
9
0
8
0
1