HomeMy WebLinkAboutTED4001824.21.132+ !
T• 'a �'fw'T�1C>�i+ M - �1~ H�•►� "spp,[,LT1 60r46"(261-. �jl n 'C,E t°. �j `1 �,G , ��
a•T 6.• . T �� aT�•� • H t A\i Y r t � vl' 4 ; � f1 �!. 131 + EX.STORM MH
-YrwMtn �r,orv,�+,r. (Vw►•� t7Ctq►) _ B.M. RAILROAD SPIKE 0.G' FOOT SOUTH CB * 2 TYPE' lI 54" LE. EL. = 2 - 1
` r/r/rt� FACE POWER POLE S.E. CORNERI.E. 4/1.88' w/ OUT l c I.E. = 39628 - /8� NE. -'
t 4i+�,� ("�� U�iE �ur�
Ic ' OF INT. MONROE AVE N.E. � SUNSET BLVD. l.E. _ 400.98= 36" OUT REMOVE EX D/W'S & NEW l.E• = 397,52 - 12" SW. CB * l 72" TYPE 11
•. 2MH
'9c 'l ' l / S AND NEW SIDEWALK., • TO RIM ELRESTRI, 23•
•r'.4o ELEVATION = 404.28' LE. = 402.98/2" IN RECONSTRUCT NEW C & C EX. l8" C.P.
W/LOCK. LID
li4 ►" i2'- • a itiJ uul. CB* 3 TYPE ll 54" of CURRENT CITY OF S = 6.3% l•E. = 40Q.28'- l2" OUT
4� tit'ti 4+; : a �� ' rl tea' +� D� BM ND. 125 RIM EL_- 413.91W/LOCKING LID I �'; RENTON STD'S. LE, = 400.28'- 36" IN
t7 �-:: o. �ECv� i ►►
TY1' i . '(�LvGTvPAL Pi Lj, Frpca I.E. 402.54- 36" OUT ,�`'� , POWER LE. = 40L73*- I2." IN
j30+ LE. = 407.1/ IN &GUTTER 12+ _4VAULT BOX TING LIGHT
4 ��' �'. / W7t'�►l7('>►I .,,rji•'' '1" _ I rJ 'r '52 / EXISTING I . E:C �m PCP - OVERFLOW=06.67'
a, tl a•rD � •i T T- • 4 ORIFICE 0 = 1.46.,.
:S'• 2 J a�t t,t�T C7'3Io LIGHT ROX • - EXISTING CURB • ! 1� y •' ' ' .'
Yllt-t• �y�� j?/4�I W/ LIGHT SCALE, l :, ' _ •'.�..
`• ' - - -
t� e'o ti� �,� ,� c; i l olAe I
�. + a , . 63LF 12" 0 SRP
t _ Z a / Q• W PO ER 1 • ', .Q • S= 0.2%
° /HANORAI( VA L T 7T [ TO [ I5
( S o.5x „
EX 61, U.0•P
wrw rIT TIN CURB &
EXTERIOR STAIRS G
�rrG�l.far ; �/�+ •1'-0► _ �'�.� �•ti �,, a �.:ac„^ 5.: � • . � �- I
1V�. V
EX. CB cXISTI �// /
L
v (1M _ 2,: SRC
EL. 403.30 VA O � •� � pLF pr• I i� ._ _ •,.09s
O '
U i /.E. �i
" LF l
1 = 399.00 OX w/
v I $ ,
I
� PL '
T#•T r � �
EXISTING LIGHT / 12 FI
-
/2 � i�'� I :•1 i= ►'� 7�t_ � BOX •. " i / .�.-... �..�.. .
s{ q�rc (� %IMF W/ LIGHT / ............... ......... U T
QI Il"oe-1�►wt w 12 FIR ... ................ '. _ .... $
„M�n4 BAFFLED 0/L/ WA / i �t' ........ ....................�` _.:........'..
.
SEPARATOR PER STD
• �"... ....... ................ ........... .... � CsAB METER
'� Y+e.1�1••►1N �fit INTX PLAN 660-SA O 12" FIR
PROJECT SICs .
! � 127+88.56 SUNSET = R/M = �10.57 ` / 3 O . .
T I►y �"f 19+81.92 MONROE I.E. = 399.57 II 8 . -
° N IR '0.............
N,(2" tGi•+ ' 181I - NOTE O 1$ I"IiLLPLE. .............. .
........ ...........
C1: G Q SID WALK SHALL BE PLACED • • - ........ .
► u.12> .
QQ ro avo/0 CONFL1cbw/rH N - -- TIGH LNE. ALL...DOWNSPOUTS -
4� �.iaw ► �✓/ / 1t2>� F I TREES, 1 F
YARD.'OR 'N.rIO.....:.:.:.:.:.:.:.:•To T�AST STORM DRAIN..._:.._ �jw:. ;�;ai!
24" FIR $ FIR N TYPE l .0 ..5-..... SYSTEM ... ... ....
i41lVt EL:
° 10" FIR O ..................../.. CB Io TYPE l
.....
' ► a
"
12 FIR .. -
L 08 80 •
_ I F R
Ji-'-'TRI MIr4er 5rt-WJ - �� !E 4/0.55' 4" FIR ..... .................. .... .......... .
'L K II O 8" ALDER
,. ...... o..
.... ..
18 FIR W/ TRASHRA -A( .. ' • � - ' ' O.. -
.. YARD DRAIN. ,�..... ..... � ......
8" FI o o 12" FIR RIP RAP 4., �.. o P5
ROCK RETAINING WALL • • � �{'o� � � fYPt.'RIM .- W.'CID S" ALDER t
••. / 0 12" AL .. i,E .- .aos.so-. ......
II
+ 1. f rb o ...... ........
CB* 5 TYPE l , II BUR 0 d : , ...... `
I \
RIM 5 = 409.00 TIG lNE ALL DO TS G CONC. CURB
I.E. = 406.00 - 12" 0 T THE STOR . 4" FiR �r r \ -�. \ ....... ...................... .
1 .. O 2 lI F + .. .. ... 5" MIN. THICKNESS
YST 6 35L O. CONC. P <,� /2 0
/.O% ... .... .. - CONC. DRIVEWAY
-01'
EXISTING CB / ..... .... / "
IE = 394.56° '.''GARDE .2
24" FI �� ALD ��4� �!/i �.?/}!� i-- • •' - ¢
n Irk *I'f I W •�� ° •, j ODG.
I
N��y 18 FIR ` MAPLE 'r ,w... PROPOSED E D
65LF 12" 0 SRP �, Q.' 125 LF 810-FIL A ION SWA l% °
S = 7.74% �/ ..... .... ....... FI S = 0.50% !�' i� ... 1 iI +ofi .. -'z TYPE 'F" llapl_ EXTRUDED
O , L I OF .. CURBING _ \ CURBING
�r O " LF 12" 29.RP . .... ....
BAFFLED OIL/WATER ' , . .. , ARP RT s - .. .... .
/ LF l2 CMP 8O
SEPAARATOR PER STD PLAN I /9+06.0 : 'GARDEJI RIP RAP�N O AB - s" nf/N. tHICKNEss V
660-SA - - - - .... .. . . ......... CONC. DRIVEWAY
h •
I 'COTTAGE- & O[%TLET i
RIM = 407.00' 19+ DO(,� 1, s G� I%J.IrJ CURB CUT /O' O.C. FO SURFACE DRA/NA \ 9-
4E = 399.59' + "co 1 TYP. SEE DETAIL IS SHT, I \ YARD DRA/NI �►8 .. ........ .
- - - � SECTION A -A
4I3.50 413.50 7. YYE..1. . .. ........
J
�" 0 413.00 RIM £L: _ -114:90
\ AIL• f
Csil /NE NSPOUT9 S. 11 - .. ..LL
18+30 TO /8+59 8 �o
18+82 TO 19+06 18482.00 s r m 0 STORM -
•
REMOVE EX D/W'S & I G" AD
32 F 12" 0 SRP 79' C /o C �I ...... .... ....................... � U1
= 7.92% 70LF 72" 0 r 7 ..................................
-
RECONSTRUCT NEW C. & G. i
AND NEW SIDEWALKS TO : ' ; .:. 12 RY 36' FIR = a.5ox w .. .. . . .
65LF BIO-FILTkA-TJON SWALE
CURRENT CITY OF N • ... .... •r
RENTON STD'S. r/ �, �•�. S = 0.5% h
o +- -` w "lionMq \ �.
T l E�NTL ENE ALL DOWNSPOUT - N z
� - 413.50
tF Q y CB * 3A - Q THE EAST. STORM DRAIN. .. �,
+59,Q 9 S O lug J y 1 413.00 TYPE // 72" ` Y.TEM „
_- r�Jfi p�,,44�0 UJ 1 ;, C� �j• W't w RIM = 414,50' ... .. I. ADS...... ,
- N �[lvF� P JEC SICsN ` �00� J O k -}� ;E = 402.05' 36" + /2' ,
.
8 F l2''1 SRP.. ..... ...
W/HAND AILS � ,
CB ,r4 4ts `` TYPE ll F l2"
RESTR/CI'OR MH �� �N r S = LCONC. PIPE CLOS \ \ ... ... .
y
W/L OC/C/NG L /D I " K I y SRP O 1211 .... k \
RIM EL - 41L75' ge. Z LO % ,
/E = 401.25' /2" /N ..............
..'.'...'.... o
lE = 40/.25' /2" OUT 4/5.08 N n.�,
OVERFLOW = 408.54' JyQ� 2 LF !2" 0 R .
IB43o.op __ G RIP -RAP 4" - 6" t 414.I5 W/ TRASHRA K ,
ORF/CE = /.60" -
........................
- - - - S = 1.03 ° QUARRY STONES RIP -RAP 4 ' 6" J � /�, . ' . ' . ' �
�� Al % QUARRY STO S r l�V� .....
�.. ' .
CB •4A 4(8 : PE II • '
W/LOCKING L/D j�j�/ I�, % - s 2.0� 65 PARKING SPACES � �15'�Z � \
RIM EL = 413.47' �/ l 32LF 12" 0 S 1 �. • • ? '
/E - 40/.:45 12- IN E ° % •I
/E _' 4/0.68' /2" /N S 1. %IN. s7...... \.....
/E - 40L45' 12" OUT 2 " MA Z 0 �/� ?7O1% O /
IF = 404.86' 12" W O RIM EL; - 2,
I • o o l� I ,'� �,� - .
17+9I.30 CENTERLINE OF cc 18 " CH 1" �-o / I IE 4/1S0......'.'.
i I, 81I I R �(1(�
NEW 30' COMM. D/W. REMOVE g 4O f�
AND DISPOSE OF EX. CONC. S/W. '�'"' ' • t 1
INSTALL NEW D/W To CURRENT fin, d �r�"I i I ,
O
CITY OF RENTON STD'S. 17+91• p ,,El:
/ O G FOR wt C
CB x 12 TYPE I
c/At Q (2 CH 6IR CP6 .......... ; El.. = 415.00'
O8❑ _ .................. .. ......... ..... ................ lE = 410.11' - l9
. ................. .
�3 .. ...................'..............................
..........................................
YARDDRA•IN.NI........................................... ....................... ... ..........
n+7 .Bo lP rYP�:.i:..-6:7 ..:.............:.:.:.:.:...:.:.:.:.: ... i4" ELM............................... .
CB x 6 TYPE l -
- Ih1,E. n 4/5:7T
RIM EL. = 409.00 Q - - , ...... 0........ .
..............
• � S $� �✓' 9 I" � , .". - 4J2.$D.... ............. ... . •. �........'. �.'.'...'. �.'.'.'.' '. -.... ................. .............. .... •. �.-........ ........... � �..YARD DRAIN r6... � o
I.E. = 406.00 - 12" �� S
���� r ........... TYPE... ! ........... .
'V 6( A'>r TIGHTLINE L DOWNSPOUTS.... .....:...
• .... RIM EL: _
77,G I Z,ov TO . THE. EAS...STORM. DRA.lN..._................................. ........ .. TREE
......SYSTEM W/. 6.". ............. ..
. ..... ... J
6'MIN ' • 777,71 Zl
SOLE I2°' P........................................................... .. .........
S = I.I % IOS SUITE ..............'..'........'.' YARD DRAIN 5
................... TY.PE...I.........
......... R:T�RMNT RESIDEN.:.:.:.:. .
I' MIN. �( .......... IM EL. - 415.29'
DEPTH CB # 7 TYPE ll 48" ............. LE ...410.9 NOTE
RIM EL. = 413.00
r,............................................................................................ \.......
LF = 405.18 - 12'''.......'.......................... . �,..
' �' d��s t�-`-`,• • � � � ALL SRP MUST BE COATED WITH
..
/� \\ ASPHALT TREATMENT I PRIOR
YARD DRAIN. r .3 .
6" EXTRUDED CONC. CURB _ YA D D - ...... TYPE .1.......................................... ................. ... ff TO INSTALLATION.
I, � � 7
R/M E.F.4L5...4.4,................... ...'...•.•.... 197LF 1.2• SRP .e S - 1.00•.L ...... ............... 5RP „
l2" MIN ct . R1 E.=.415.6T.. ... .
.............. ..... ....
\ /.� . � . 3 Q . o , . e o n. � f • J � � J .. I CLUSTER
d I811 TO 1011 CZ.(
O G�
GLu57EK-�- �-i - LDER r9.r�sQa2-ro�
�► �' oo
811 t0 oil 01� PLE o 1
ASPHALT PAVING -� h�C�i�100j7 ° 2$" FIR I ° FI
810 FIL TRA TIOIN SWALE DETAIL �d1 �1-7, 00 • .
° ° EM RCs. CAM
N. T. S. SECTION A -A CURB CUT DETAIL 1w MA
N.T.S• O CHERRY% El O
/ t - zo - - 5 88.4'48" E - - - - - - - ANNEX MAR 2
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REVISIONS
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DESCRIPTION/DATE BY
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JOB NO. 590-002-891
DESIGNED G.S.
DRAWN D.O.
COMP.
CHECKED M.T.
DATE JUNE 6, 1989
2 OF 6
SHEET s