HomeMy WebLinkAboutR-407207APPROX. LOCATION w w
TRANSITION TO s�� so I
APPROX. LOCATION X. CB
I� 10" DI WATER EXISTING WALKWAY 0
EX. WATER EASEMENT 8.33% MAX SLOPE IM=183.81 �( •` I�
0 REC. NO. 20041005001346 PER C.O.R. GIS FULL 0 RIS 31 �So\
END UNDERGROUND
- o
I. 1 1\ OF PRIVATE UTILITIE EX. CB
�----------------L---- � � PI? POSED 15'PU LIC \ \ a COORDINATE WITH / � � RIM=163.70
- - - - - -- �V#1 TER EASEMEN
O I PURVEYORS / INV=163.70 (12"PVC-S)
REC_-----I---
w w w w-.w.- w- W . w-. . . . . I I w CHAiN LINK FENCE / o
w w- w w w w I I.
w w
w W- -
w w - .w.
. . . . .... \ \ \.-------- �. Q. CORER. .
aaEt���- \ I' FORTH of LINE L
------------- - - - - -- \ \ ----- - _SECTION DAD - I S 48TH ST I �I o
I "
ISTA 38+97, 65 27 R�
-. I I \ . \ / TAPER VERTICA CURB
\ TO MATCH RO D
CURB &I GUTTE , END
W� _ ��\ �I �� -_± I �152.75\ \ 0l/2 S ET 0 RLAY.
/ - - - - - - N88'57'28"W 270.02'
EX. CB \ 1� -
RIM=137.01 \ I ��` II152.75
INV=130.51 (12"ADS-SW) \ - - I °a\' o ,
cc
ca p
..... _ld I L 11 I l I
23 I 3.
CHAIN LINK FENCE I d , ° , 17 FE=1 a 1 Q EX. CB
CORNER I I - ~ °d I 1 I o RIM=163.37
0.3' EAST OF WEST LINE I P OPOS 20' P BLI� �'i 1 I INV=159.97 (12"PVC-N&S)
07 \ TILITY ASEM T 1•'• LL Q
0.9' SOUTH OF NORTH LINE T 1( LOT T 18 \
L 19 \ L7
,620 F. 1,7 S.F. ,2 F. 4 S. F. \ 2 g '�z ; : - {� a �~ ..: ' 2 Q W I APPROX. LOCATION
-COFF =141 E= 4 FE=14 ' �'•'• a I I II �'•''� _
\ FFE= 7 FFE= 0 I N.' ....:. 7I o 0
cn I co J 12" D.I. WATER
N I 1 I D D''' 23 PER C.O.R. CIS
�.61 L -15 \ I \ g
N
ASHBURN, A CONDOMINIUM 0 d °� d °e' d • �" d. ° a 1 I 43 a° l
PHASE 1 z da °. d °°• \ a ,,� I EX. STORM MANHOLE
........
VOL. 167, PGS. 29-38 d a ° 16 5 3 4 ° I RIM=162.99
d ,d• ' j ° \ I o INV=158.09 (12"PVC-N)
TAX PARCEL "' \dd • : n a ° :.° ... d ..d. ° . •� d ° ° ' \ \ Ci \ I INV=157.04 (15"PVC-S&E)
029050-0000 d °. ° �. ° .. \ 7 ° d I•� •.
• .. o0
° d I
15 '.. ....... � • , REMOVE EX. UNITY
STA. 22+92 26 d
° d . ,21 d a ....'.'.'.'..20... '..' ...3. .... °�� e • . I• °.'• . .....'�'. �.'.' POLE
END STREET ° J L .
`I L..........•
IMPROVEMENTS.'.'.'.'.'.'.'.'.'.'•'•'•'•'•'•'•'•'•'•'•'GRADE'.BR .'.''.'.'..'.'.'.'..'.'.'.'.'.'.'.'.'.'�'.'.'.'.' .'.'.'.'.'.'..........'.'.'. ................... ............' l I I.'.'.'.'/.'.'.'.'.. I CAMPEN SPRINGS
\ EX EP
INTERSEGTI
0
... - �'..'................ .
��•�EL � 1.4�1:�12�.�..'.' �..' � I co
EL 140.77 / -CONDOMINIUM
a
•EL •152.
�4..��.1.................... ......................1.. ... ...... ........ .... ...... .. ..............' '.'.'......'. '.'. '..� ...'.�.�...... ..' '...'I'.' �..'.� '.�.�.'..�.........� .'........ .'...� : TAX PARCEL
0...... .
{ .. ..... �'. 8�' ' .'.'.'..' .............'.L ......... ...................... I.. ...... i...' '.' .......' ..'.'\.'..'..' '. ... ........ 131600 0000
.............
•"�..
StpENl"IAL.................
s .III ._
s s s
... �...
...
00 .............................. '.'.'.'r? .................. ..'.'.'.'.'.'.'1'.'.'.'.'.'.'. ...............'.'.'.e......'.... .
d ..................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .. .{PUBLIC].'.'.'.'.'.'.'............. o . ..... ..............
..... ... ��....... . .
GRADE.R 20 00 19 70
..... a,'.'.'. .'... ��. P'.'.'.'.I..:.'.:.:EL-162.7. N S 48TH S T
C11..... .......... I� I
°
18 �,c 6B 6 19....... Q.. �.'. . w W
W- w IV
d
LEVEL
EX. PRIVATE CB SPREADER 12' VAULT/SEWER a" d d' p \ a: : e :� ;d. ° �:.. J
Z RIM=137.98' I I ACCESS ROAD\° ® EX. SSMH
24"IE 12" ABS (NW)=133.36' d 1 12 d.d i / '.. 7 I d I s sD RIM=162.98
STORM DRAIN `
IE 24" PVC (NE)=132.06' i° d ° �.° , d d . >-\
eh a INV=155.08 (8"PVC-E)
L-Li IE 12" CMP (SW) REPAIR/REPLACE < I I I I I A \ q 9 I Z a INV=154.98 (8"PVC-S)
�L (W/OVERFLOW PIPE) EX WOOD Id 6 ROO \ I \ LOT 2Q e , .•
FENC I. I ID N 1. % \ Q
(SMALL ORIFICE OUTLET TO I 2,
MIN ) \ '• ° 9�S. .. ' • •,•,•,• ;•.• .- ., I L � OO o Ex. CB
LEVEL SPREADER)=133.42' I .d \ : I. 23' . I gg x. c
�L 12" OVERFLOW (SW)=136.60' / N RIM 160.42 a
(� NEW IE=133.27 (SE) sa I LO 15 L 14 T 13 I - 23 .19 �" I I =158. r 3 J 1 NIV=157 66 (15"PVC-N&S)
a I 1 20 - F. $.F v 1 d a F E-150 (12"D E)
=1 , / F =153 I Al
° 1.'. I m O .
EX. 12" SD S \ / ° - '.
d I I I I ..'.I. NOTE:
SEE SHEET 11 FOR ROAD SECTIONS
PROPOSED 15' \ 2 / 20 / A4 22..:. I F E=15 I I
STA 30+82.50\ I l 6 . ' OT 4
PRIVAEASEMTE �N� END CONCRETE 1 / LOT / 23 2 d 1,680 F. ° d N I LIMITS OF 1
DRIVEWAY BEGIN 3 I FF& 6 S.F. d 3 STREET @VER Y
REC # ______ GRAVEL ACCESS ROAD t \ l e PROPO D 20' UBIC
SECTION PER STD I. - - _ l
I U1hL1 EAS ENT II.c �" N I
234.5 (SHEET 19) I a
I': VAULT ACCESS I t 0 ORM -
5 TURN AROUND SEE 5'x 1O' REMOVABLE - �,
DETAIL SHEET 17 LOCKING PANEL I - - CD
• I ° a 10' IS TO EASEM�NT :.. I - - �-
I' I �. z '.'{ I .o APPROX. LOCATION
36'x72' I a I 23
6. ;• B. a L 0 o N 16" D.I. WATER
TW=139.0 \ "I 4. DETENTION/INFILTRATION VA LT 80 F. ° L T 4{11 .' . F ' I I PER C.O.R. CIS
d� •.'. d a
FOR DETAIL & SECTION .... d 68 F.
d ' 3 I 8 JOINT UTILITY TRENCH LOCATION
AMENDED SOILS PROVIDED FOR ALL BW=137.0 Y ' I, :: SEE SHEET 12 ° 23.' • -1I 0
b / FOR UNDER GROUNDING UTILITIES.
r o I �'•' I COORDINATE WITH PURVEYORS.
1'0... 25 20 I . / U
LANDSCAPE AREAS PER COR STD 264.0 FG=143.41 TAX PARCEL FFE= \ 10' POWER EASEMENT
312305-9022
.'? I I a REC. NO. 7609240628
w=13 .0 I I 7 TRACT A � CCESS OPENING .. I - - - \I /
24 RISER 01YP) \ I 3
OPEN SPACE/ yy/LOCKING IUD \
TREE RETENTION/
13,109 S.F. I ° �0 F. 1 ' ..:... M'..'.�...'�. .II L 6I I N
\ ..'.'.'. 620 F.
8 142 ° I
24 ® 140 FF 15 \ F =1150 A I ' �`� I _ O.
\ I \ 22 I III. APPROX. LOCATION
rn \ L N II 12" D.I. WATER
I: I I •. - \ PER C.O.R. GIS
TW=138.0 t..
BW=137.0 138 REtVTON LOT
PLATv
I
399-79 d °
ROPOSE ' PUBLIC I # %'..'.:::.' l' I a '.'
REC. N0. 800513900 •. • • .. I .. N I
EWER NT / / L dd . ° L ° Q
y, 99 j .... a E� I d. II EX. SEWER MANHOLE
WOOD \ .L .. I FFE= 151.72 151.7 / - a ° R1�=152.611 (6"PVC-S&W)
_
FENCE
INV=15251 (8"PVC-N)
1 Z.
I RESTORE Ex. N88 5
YARD
APPROX. LOCATION DRAIN"�'
"HAIN LINK
GRAVEL/SURFACE FIENCE /
EX. SEWER CLEANOUT
TO ACCESS .
PER CITY ASBUILTS
J
I ROAD SECTION -
\
)=126.36' INV=129.8'±
1'
I 15' PUBLIC SEWER
=126.53'
�•
EASEMENT TAX PARCEL
312305-9091
,I
REC.#----------
-F ±8" SEWER GRAVEL PAIDE
TH
I
I I
I \ l
ER CITY ASBUILT YARD
:.
I
-.Rgw-
L \ `S
HEDGE
d
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 N Phone: (425) 392-0250 N Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 • Fax. (509) 674-7419
WOOD FENCE
270.02 I j - - I STA 41+83.49'
3 .0 '- s s s BEGIN 1/2 STREET
BEGIN ALLEY] / L1 o-T OVERLAY AT EXISTING
1 ROAD SECTION D-D ` TEI7 T -T ---- T T--5AWCUT LINE
STA:8+21.37 SQ . I Q 12
EL=151.52 \ate
I I Q o 3 o Ex. GB
o RIM=160.81
EACH UNIT SHALL HAVE A 3 FOOT I 3 N INV=156.56 15"PVC-N&S)
WALKWAY TO EACH FRONT DOOR
SEE ARCHITECTURAL PLANS 3
a
����'� ��ISTER�
SIONAL �
03/19/2021
APP X LOCATION 3 0
OF EX UTILITY POLE. "
14 BEGIN UNDERGROUND
PRIVATE UTILITIES. o
COORDINATE WITH
PURVEYOR.
SURVEYED: SCALE:
SDM VERTICAL: NAVD 1988
1 "=20' HORIZONTAL: NAD 1983/1991
DESIGNED:
EDM
DRAWN:
TLK ONE INCH
1 AS-BUILTS EDM 03119121 SDM CHECKED: DATUM
EDM AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: NEM SCALE ACCORDINGLY
STORM KEY NOTES:
❑1
33 LF 12" PVC 0 0.45%
15
CB15, TYPE 1
❑2
CB 11, TYPE 2, 48"
W/VANED GRATE
STA:22+87.40, 12.22' RT
W/SOLID LOCKING LID
RIM=140.69
STA:30+80.53, 8' LT
IE=137.69, 12" (S)
RIM=141.82
IE=137.89, 6" (N)
IE=133.42, 12" (NW,S)
16
48 LF 12" PCP 0 2.42%
PER COR STD 201.0
❑3
25 LF 12" PVC 0 0.08%
17
CB16, INLET
W/VANED GRATE
❑4
CB12, TYPE 2, 48"
STA:22+39.45, 11.66' LT
W/SOLID LOCKING LID
RIM=141.62
PER COR STD 20 1. 0
IE=138.52, 12" (WI
STA:31 +05.54, 8' LT
IE=138.87, 6" (S)
RIM=141.94
IE=133.44, 12" (N,E)
18
129 LF 12" PCP 0 4.46%
PER COR STD 20 1. 0
19
CB17, TYPE 2, 48"
❑5
13 LF 12" PVC 0 13.00%
W/SOLID LOCKING LID
STA:21 +09, 03, 10.34' LT
VAULT OUTLET
RIM=152.47
STA:31+05.04, 20.67' LT
IE=144.27, 12" (N,S,E,W)
IE=135.13, 12" (W)
PER COD STD 20 1. 0
❑7
VAULT INLET
20
50 LF 12" PVC 0 5,26%
STA:31+38.54, 20.67' LT
IE=134.75, 12N(W)
21
CB18, TYPE 2, 48"
WISOLID LOCKING LID
❑8
12 LF 12" PVC 0 0.00%
STA:10+38.36, 0.00' LT
RIM=151.20
❑9
6x 12 OLDCASTLE BIO-POD
IE=146.70, 12" (S)
W/VANED GRADE
IE=146.90, 6" (EW)
STA:31 +49.72'
PER COR STD 201.0
RIM=141.68
IE=134.75, 12" (E)
22
108 LF 12" PVC 0 1.66%
E=136.00, 12" (N)
23
CB19, INLET
10
78 LF 12" PCP 0 1.40%
W/VANED GRATE
11
CB#3, TYPE 1
STA:8+81.16, 0.00' LT
W/VANED GRATE
RIM=149.96
IE=146.06, 12" (N)
STA:30+58.24, 1.37' LT
IE=146.81, 6" (EW)
RIM=141.31
IE=137.01, 12" (S)
24
36 LF 12" PVC 0 13.81 %
IE=137.11, 12" (N)
PER COR STD 20 1. 0
25
CB 10 TYPE 2 48-
12
47 LF 12" PCP 0 0.537.
WIVANED GRATE
S A 20+75.07, 9.35' LT
1 3CB
4 TYPE 1
RIM=157.14
IE-149.24 12N (NW)
W/VANED GRATE
IE=150.29, 6" (S)
STA:30+ 11.88, 3.22' LT
PER COR STD 20 1. 0
STA:22+86,99, 11.85' LT
RIM=140.66
26
"
20 LF 12 PVC 0 7.60%
IE=137.36, 12" (N,S,E)
PER COR STD 200.3 (TYP)
27
CB#11, TYPE 2, 48"
W/VANED GRATE
14
24 LF 12" PCP 0 1.38%
STA:20+74.96, 10.14' RT
RIM=156.11
IE=150.76, 12" (S)
PER COR STD 201.0
SITE KEY NOTES:
0 10 20
SCALE 1" = 20'
MacC
� �F WAShrI� 'CSl
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0
1
0
° 42676
9
C R
1 E ST
S
NL LAW
A T�
L
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
OPARALLEL
CURB RAMP TYPE B
15
16' WIDE JOINT USE DRIVEWAY. ENTRANCE
STA:39+06.17, 24.86' RT
PER COR STD PLAN 104.3 (SHEET 14)
PER WSDOT STD F-40.12-03
REMOVE EXISTING ROLLED CURB,
16
PROPOSED MAILBOX LOCATION
REPLACE CURB PER COD STD 101
USPS TO INSTALL 1-16 AND 1-8
O(SHEET
14)
PERPENDICULAR CURB RAMP TYPE A
C.B.U. MAILBOX FIXTURES (SHEET 14)
STA:39+77.82, 30.56' RT
17
EXISTING MAILBOXES TO BE RELOCATED,
PER WSDOT STD F-40.15-03
COORDINATE WITH POSTMASTER
14)
18
1' FROM EDGE
O(SHEET
SINGLE DIRECTION RAMP TYPE A
OF EXISTING PAVEMENT
OF EXI
STA:20+96.19, 21.68' RT
PER WSDOT STD F-40,16-03
(SHEET 14)
19
PLUG AND ABANDON
EXISTING STORM
4
SINGLE DIRECTION RAMP TYPE A
STA:21 +24.82, 23.97' RT
20
3' WIDE SIDEWALK (TYP)
O5
PER WSDOT STD F-40.16-03
SINGLE DIRECTION RAMP TYPE A
STA:21 +50.35, 13.00' RT
21 >
9' WIDE DRIVEWAY, ENTRANCE
WSDOT STD F-40,16-03
PER COR STD PLAN 104.3 (SHEET 14)
OPER
SINGLE DIRECTION RAMP TYPE A
STA:21 +21.20, 22.13' LT
22
36' WIDE JOINT USE DRIVEWAY
PER WSDOT STD F-40.16-03
MATCH GRADE 0 ALLEY
6B
SINGLE DIRECTION RAMP TYPE A
STA:21 +50.35, 13.00' LT
�23>
16' WIDE DRIVEWAY
PER WSDOT STD F-40,16-03
MATCH GRADE 0 ALLEY
77
SINGLE DIRECTION RAMP TYPE A
STA:20+96.20, 22' LT
24
ROCKERY PER DETAIL SHEET 17
WSDOT STD F-40,16-03
OPER
8
PERPENDICULAR CURB RAMP TYPE A
STA:40+19.05, 30.07' RT
25
5' WIDE SIDEWALK
WSDOT STD F-40,15-03
PER COR STD PLAN 102 (SHT-14)
OPER
SIDEWALK ANGLE POINT
STA:41 +50.59, 37.88' RT
26
TYPE III BARRICADE
�10 >
SIDEWALK ANGLE POINT
STA:41 +58.59, 29.88' RT
27
BOLLARDS IN ACCORDANCE WITH
11
STA:41 +78.30, 26.88' RT
COR STD. H021 (SHT 19)
TW=161.50
28
STORM SYSTEM CLEANOUT
BW=160.03
PER COR STD 226.0 (SHT 18)
O12
BEGIN CURB, GUTTER, SIDEWALK
29
STOP SIGN & STREET SIGN
PER COR STD 134 (SHEET 19)
STA:41 +78,88, 21.38' RT
PER TALBOT ROAD SECTION SHEET 11
30
INSTALL NO PARKING SIGN PER
13
BEGIN SIDEWALK TAPER
NOT USED
31
O
DETAIL (SHEET 19)
SINGLE DIRECTION RAMP TYPE A
STA:38+65.09, 30' RT
PER WSDOT STD F-40.16-03
14
NOT USED
Know what's below.
Call before you dig.
C TY OF
R EN TON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SAPPHIRE ON TALBOT
GRADING & DRAINAGE PLAN
0-0
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CQ
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L-Lj
DATE: =
0311912021 n=
FIELDBOOK: N/A �L
PAGE: NIA CL
DRAWING NO:
18615
SHEET: 7 OF:
19
R-407207