HomeMy WebLinkAboutR-4072043
N APPROX. LOCATION
EX. WATER EASEMENT
- - - REC. NO. 20041005001346
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - d. f
PROPOSED 15' PUBLIC - - - - - - - - [�
WATER EASEMENT SR
d- REC. #--------
------ I Z
... ... .... .... .. .... ...... ... .... ...
.... ... .... .... ... r - - - - - - - - - - - - - - - - - - - - - - ... . .... .... ..I
°� 0 5 10 20
S 48TH S T I STA 38+97.65'
TAPER VERTICAL
- - - - - -------------------------------------------------- L-_------------------------------- - - - - - _ _ _ _ _ cuRe TO MATCH I SCALE 1" = 20'
--------� r----o II - --� - - - --
------- -- -- -- I ROLLED CURB&
+- STA I10+91.36' 10.50' oGUTTER
END ALLEY SECTION o
'28"W 270.02'
40.61 ' 27.00' 34.50' 34.50' - - 42.89 I 2 - I - - - -
60.01' R as
- - - d 30' 30` s
2p .
.'.'.'yl'...�.�^.'.' 1 LOT 1 0
jp' 1,817 S.F Q
oI bI I ...... 0d.
0 0 oI dCL
.......... .. sn
cfl b ° ' .... ° ° �ROPOSTILITY E�SEMENTPUBLIC I LLJ ¢ o s�
`O LOT 16 LOT 17 �u LOT 18 L6 "' _ _ I w z
Lu LOT 19 W LOT 20 S89 29'45.475 "E 60.0105' d un > o
2, 620 S.F. N 1, 755 S.F. N 2, 242 S. F. W 2, 242 S.F. 2, 798 S.F. +�- .... o sTA:10+4o a o = J s
N o o,• 4 c� END TRANSITION, BEGIN of o 0
N z I z I o I z I o ........ ....... ALLEY ROAD SECTION d z a
o......;w........ a
o z......�.......... �� .. °
I I z � ... cv ° MATCH EXISTING.
I. a. I I LOT 2 I FLOW LINE
o d a r s 1 N a° STA:39+ 17.09,
ASHBURN, A CONDOMINIUM o ,1 ° °°.' A. a ......z..'.'.'.'.'.'.'. 2,343 S.F. ° ... 22.34' RT
PHASE 1 0 a' STA:10+12
VOL. 167, PGS. 29-38 z 40. p ° 1d a g
a . .. ° ` ^ .. II .
00' II °v..'....'1'...'.'.. MATCH S 48TH CT ROAD °
34.�5 °34,5 40.8T ��.. n SECTION, BEGIN TRANSITION INTX TALBOT ROAD SOUTH
TAX PARCEL 4885:T28" 1.76.871 ° ° a ° v`�5" ' ' . !" . TO ALLEY ROAD SECTION 16STA:40+00, 0.00' LT
029050-0000 I ° d °• ° d 4 G `. �43'F.. ��� �� Q SOUTH 48TH COURT
STA 22+92.32' 13.5' ........ 2E 5j. T28"E 36.63' + 0.00 LT
° ° d
d .....°.. .1
ENDS 48TH CTI�. .. � •
............................
ROAD SECTION 0 d
o .... .5......................... rn I I.'.'.'.'.'.'.'.'.'.. a CAMPEN SPRINGS
o } INTX•SOUTH•48TH•COURT ............................... 0 1 I CONDOMINIUM
��...................................................................'. .'.'.'.'. f..........
;$FA:�O'00,','0,0¢.'ET........ ... 3 ............ . �.
o �St . .. '13'' .. .. PRIVATE ALLEY .... .. �. . ..
�........................................ .......................... ................... . . . . TAX PARCEL
L .. .. .. .. .. .. .. .. .. .. 53 • .. .'.'... STA:.10+00, . 0.00 . LT ..... . 3 .. .. .. .. N .. ..
o. . t N .... 31600-0000
23+00 r�........................................................................................... "....' ...........' .....................T1.'.'..........
N8$'S7'28.`'W ..162.84 ..... .- - ,r� r ................ .
22+00 .... ...... ....................... .. ...... ... ........
........................REsrv�Nrl 49'.... ..... N....
................................................................................ ............ ... ...... ............... L. ..... ...... ..........................22......'.'.'.Y?..N.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.
13. 5. 48.TH .. .TAccEss Ro.......8........ ...2................... ; . ........... .
.. ... .... 2 -
iPUBLIC).' ' +00 N88 57.28.W • 91.28"' �.. ..... ...........
0 7'.'� .'.'...'.'.......... 0 00 19 70
... .. ..... .... ....... ...... .................... .
4 . �.,..............o.f.^...... I........... S 48TH S T
...............................................
44. 6..... 2.
J INTX VAULT ACCESS ROAD d fs o............ .
STA:30+00, 0.00' LT " • . 13.5' 46 '. .
Q SOUTH 48TH COURT d °- .
d d °. ° .. ° . d' ° d. .. �8-8*57.. 8'E a 179.50'. d . A° ° .d . °
STA:20+90.32, 0.00' LT 583. 82.'..... d . d d
0 6 ' 28.00' ..' . 27.00' : . ' E
a 12' VAULT/SEWER :�. .28. 00' 15. g' 60. 00' 88' r7,28 -E . 3.7 2°9' J
L ACCESS ROAD ° m ,. a 23.02' ..... ° Q a
O I I ... .. ...... L=12.19 i I O es
d - R=25.00 °
° ° .
°
I< 1 ° . ° STA:9+60 M ... d
:Id° I I I I END AL�L6 f�AD SECTION
°' I I BE�(l�j �Ir I ON FROMct
I. oo I L R40 SECTION d LOT 3 n p
a L0 � a ° ......... .. 2,289 S. F. CE
f . LOT 15 41 LOT 14 W LOT 13 � °N° STA:9+88 d
`11, 82o S. F. ° s END TRANSITION TO ALLEY �v
Q \ d .. •I .,I . d N 1, 755 S.F. N 1, 82O S. F. n d ROAD, MATCH S 48TH CT I ° m p
\ 60.00'_ r ROAD SECTION I J a
CD
I z i I No S89 29'45 "E
\ °d. dI I I I I z e o / ........ ........ S89 29'45 "E 60.01 ' DEDICATION
PROPOSED 15' \ d o / }°� a ' . 2, 868 S; F.
PRIVATE STORM \ I I LOT 11 0 0 ° ° LOT 4
EASEMENT \' o ................ °j d 1,680 S.F. °. o N a
1 I 1,800 S.F. d� N .
...... .
REC # ------ in.. f...: .. " e PROPOSED 20' PUBLIC "� d . M
,o I 28_00_ 27.00' 28.00' , , UTILITY EASEMENT I d
STA 30+82.50' w) - - - - .........
o I• •. S885728"E 83.00' ....... ;� . d w ^
END CONCRETE DRIVEWAY, (01. o rn S89 29'45"E 60.00'
INSTALL REMOVABLE BOLLARD o I - - - - Q o
BEGIN GRAVEL ACCESS ROAD oo +. a �. •,• ....�. • • • • - - - - o �n
r\ 10' STORM EASEMENT ^...o S892945"E 60.01'
o I o o� a d. oo low
0 ' .. °' .. z o 00
I^ : I• .I :. `. o �.... o • . d of d ►
n . d LOT 10 ° o o..... ..... o LOTS
:.I .
�' 1,800 S.F. o o..... LO �.° 1,680 S.F. d N d
d
.....
.. o
TAX PARCEL .., . ..... ..... N d
.I R EASEMENT
312305-9022 _ - - - - _ - S8929'45"E 60.01' - ROEC.PONOE 76092 0628
S892945"E 60.00'
I. I rRacr A
OPEN SPACE/ ° . b o ° 21'
TREE RETENTION/ o ' ' • • ' ' • • ' ' • • •' •'
J STORMWATER °. N LOT 9 o LOT 6 T o d END SIDEWALK TAPER
I 13,109 S.F. 1,620 S.F. ...... N ° 1,620 S.F. N ° .. . STA:41+62.81, 29. 8' RT I
1.0 .. BEGIN TA -BOT ROAD
I. ]0 • • ". WIDENING SECTION
I(SHEET 11)
I. .... 2 ...... S89 29'45 "E 60.01 ' °
-
LOT 1 S892945"E 60.00' '
I. RENTON SHORT PLAT ° a ............... I a.I a
#399-79 0 . d d°
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PROPOSED 15' PUBLIC REC. NO. 8005139001 ° o6
`1' LOT 8 ; 00 .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. d LOT 7
d'.
SEWER EASEMENT i�
1,699 S.F.
I ;.. ..'.'...'.'.. M '.' °. 1,821 S.F. a.,
119.50_ - - 60.00' ..... a 60.02'
N88'53'06"W 270.02' - - - - - - - - -
- 30.00 I
STA $+21.43'
BEGIN ALLEY SECTION. I MATCH EXISTING
15' PUBLIC SEWER (SHEET 11) BEGIN CURB & GU ER
I-- EASEMENT TAX PARCEL I & TAPER SIDEWAL
REC.# _312305-9091 sa STA:41+78.95, 21, 2' RT
a. o
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CN
r-----:
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ncompass ��D M�
OF WA SURVEYED: SCALE: VERTICAL: NAVD 1988
�I��� SDM 1 "-2O' HORIZONTAL: NAD 1983/1991
ENGINEERING & SURVEYING DESIGNED:
EDM
Western Washington Division DRAWN:
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 39374 w� TLK ONE INCH DATUM
Eastern Washington Division ISTER�w 1 AS-BUILTS EDM 03/19121 SDM CHECKED: AT FULL SCALE
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 • Phone: (509) 674-7433 ■ Fax: (509) 674-7419 �ssl oNAI EDM IF NOT oNE wcH
03/19/2021 NO. REVISION BY DATE AP P R APPROVED: NEM SCALE ACCORDINGLY
N88'57'28"
270.0
N88'57'28"W
1268.20'
Uo LOT 2 N00'30'15"E
S.P. #399-79 272.78'
M
N88'53'06"W 999.60' -
N88'53'06"W_,,-'
270.02'
N88'53'06"
30.0
Ir
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Ld
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0
P,
CITY OF RENTON
MONUMENT 1227
FOUND CONCRETE MONUMENT
\ IN CASE WITH BRASS PLUG
I \\
\ N88'57'28"W
I A-30.00'
r 60' \\
N00'30'15"E
273.12'
\ N0030'15"E
SITE 333.16'
N00'30'15"E
200.04'
0
W ANGLE POINT \
' \
\2
ROAD CENTERLINE ----� \r'o m
1
1317.13' (R1)
6
FOUND CONCRETE MONUMENT
IN CASE WITH 3" BRASS DISK
(WGS #5812)
CURB RETURN INFORMATION.
AiSEE SHEET 11
FOR CURB RETURN AND
SIDEWALK RAMP
DETAILS & DESIGN (TYP)
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
v
0
_ \ 2
0
W \J
O >
o F-
o p co
z m rn \
J \
Q \
I \
\
\
N 86'53'05"W \
1202.64' \
N88'26'41"W 2616.28' -(M) - - - - - - - - - - -
CITY OF RENTON
MONUMENT 1872
FOUND CONCRETE MONUMENT
IN CASE WITH IRON PIN
CONTROL DETAIL
(PER RECORD OF SURVEY, REC. NO. 8005139001)
CENTERLINE INFORMATION:
Oj PC MON
STA:20+91.28
PER COR STD H031
OR=85.00'
L=14.23'
d=9'35'33"
O3 PT MON
STA:21 +05.51
PER COR STD H031
O4 N 79'21 '55 " W, 5.16'
OINTX MON
STA:21 + 10.68 (SOUTH 48TH COURT)
STA:10+00.00 (PRIVATE ALLEY)
PER COR STD H031
ON 79'21'55" W, 4.57'
O7 PC MON
STA:21 + 15.25
PER COR STD H031
OR=85.00'
L=14.23'
d=9'35'33"
OPT MON
STA:21 +29.48
PER COR STD H031
LOT#
STATION
OFFSET
WIDTH
1
10+79.24
10' RT
16'
2
10+47.76
10' RT
16'
3
9+47.49
10' RT
16'
4
9+ 19.36
10' RT
16'
5
8+90.36
10' RT
16'
6
8+60.27
10' RT
16'
7
8+35.34
10' RT
16'
8
8+34.69
10' LT
16'
9
8+58.71
10' LT
16'
10
8+88.62
10' LT
16'
11
9+21.70
10' LT
16'
12
9+49.70
10' LT
16'
13-14
22+25.08
13' LT
16'
15
30+71.63
8' LT
16'
16-17
22+60.07
13' RT
16'
18
22+20.57
13' RT
9'
19
21+77.57
13' RT
9'
20
10+70.69
10' LT
16'
D. McC
OF WAS�jI� Is
p���
"SaN42676ISTFV-
�L LAI`�
THESE PLANS ARE 'AS -BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: MARCH 3, 2021
STEVEN D. McCASKEY PLS 42676
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SAPPHIRE ON TALBOT
HORIZONTAL CONTROL PLAN
DATE:
0311912021
FIELDBOOK: N/A
PAGE: NIA
DRAWING NO:
18615
SHEET: OF:
4 19
R-407204
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