HomeMy WebLinkAboutR-37030482LF., 12 "N -12 ®S =1.04% CB #5, TYPE 1 MONROE AVE. NORTH NOTE
26' ACCESS & UTILITY STA. 31 +50.0, 9.22'RT. INIT'X MONUMENT
� r CB 3, TYPE 1 S' PAVED RAMP FOUND TACK & LEAD EXISTING UTILITY , IT SHALL SHOWN HEREON ARE
RIM = 402.12
EASEMENT I SEE DETAIL RIGHT IN MONUMENT CASE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
I W THRU CURB INLET IE= 399.00, 12::(E)
w1 w o STA. 32 +29.16, 9.22'RT. IE= 397.27, 12 N &S) 134LF., 12 "N -12 ®S =0.88% STA. 10 +00, NE 7TH STREET RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
O zl z o Z RIM = 401.27 p p 0 D,) HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
O �`� IE= 398.57, 12" NE '�' �? OK�. p' O �' h p• h UTILIITES PRIOR T❑ COMMENCING CONSTRUCTION. NU
('Q w CB 1 TYPE i2 -48" IE ,396.42, 12 "N&SE) t` °� REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
zl r 1 AS SHOWN �f O� if Op p a p� "ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
4JI w> o: STA. -`O +OO 241.,x., 12'N -12® 43.21% '�� % �5' CLEAR '�� + � ¢ Iw - RIM= 397.00 - 0 o RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
wI °io_ Ia CENTERlOF SAC E= 386.35,,12" �B 7 TYPE 1 NOT SHOWN IN THEIR PROPER LOCATION.
1 1.0' 15.0' 0 ,
STA. +11 15, 14.22 RT.
O 8
10' 10' 5' I� ,�` I I 32 +00 31 00 b �` - RIM =402 85 CALL BEFORE YOU DIG, 1- 800 - 424 -5555
`� 4 w ✓ ` - - - _ _ - - 'E 398.45, 12"
-.,I- 2% 2% ROCKERY ALONG WEST SIDE" OF t ..w ? ..� ?;_ I I I ! /... --� . -_ _. �-.-� -0{�RT NE__..... I1 I�'_._ r �.v a1
�QLYMPf
/ 20LF., 12 CONIC. i_ _ _ _ _ r PRIVATE ROAD INNE
I5 12' STA. 18 +20.65, NE 7th St.
J / �:,•" :: ;\ (ONLY)
�____ /`% IE =399.0 III I%� ®5 =1.00% STA. 31 +50.0. /ems �'I ml STA. 30 +00, OLYPMIC CT. NE.,,
OLYMPIC COURT NE ONLY �` J'
,., , , , „ `_;.., w X I i m CB 6, TYPE 1
~Q VERT. CURB °vl I¢ / L 9.22'LT. ¢gyp I o "CENTER 20' DRIVEWAY APRON ADA COMPLIANT ASPHALT
4 -: I _ 1 I I> `al CB 4, TYPE 1 o RIM = 402.12 `S m `m '�'
& GUTTER 4 °MIN CLASS "B" ASPHAL IC CONCRETE : „ z`s I W HRU CURB INLET o I W
J PAVEMENT- 2 -2" LIFTS REQUIRED ,av:z t'``om 1 I I IE- 399.30, 12" s'/
�"�. � .--I w w STA. 32 +29.16, 9.22' o -''�� • o { 1
a' 6 "MIN. CRUSHED SURFACING TOP COURSE / ~` ,%' \E 'r' Y ' IQ =I I I IE= 399.50, 6" Tc r - m( TRUNCATED DOMES
sw �l RIM= 401.27 / WHITE PVC (TYP.) . ,•' r , ml PER STD. DWG #F010.2
h CRUSHED SURFACING BASE COURSE TO BE I I E= 398.77, 12"
DETERMINED BY FIELD CONDITIONS r 8 '"q,t. 4' "1+ f l�wl I - I IE= 399.00,,,,.8�`� INSTALL STREET SIGNS
Q PRIVATE ROAD r/ ,+" f'r1 ., _i to 01 1 0 I WHITE,,.Pvc (TYP.) "NE 'fth STREET" (PUBLIC)
22 m 1�69LF., 12" N -12 ®S =2.49%
yE1
R t- of ZW "OLYMPIC COURT NE" (PRIVATE) I z I
to I 3W I H o RP s`
(n NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT M I -I�"" "'�•.� I • - `� " °"
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL tip;,L -�" �= f," I - I "� 'L�'r/ 1 I' 1 2,q <; • g, %' O`L 1
\ as; ,3 ' V
/ __ r
� r �i` .................. t;;Tz o
uJ 2 �R / y ",= 07
r` � "" \� �' `•.gt'�:`"��' ®�'� " "'_5BL`F`'�12" N -12 ®S= /� 32L 12" N -12 I ..
- - -- -- --- - - - - -- --
®SY`40.25% I I Z I 'X
\, �„ ,
CB 2 TYPE 2 -48' / IE =400.0 I 1„ 3M €_ _ m
•`• r s"' o- r STAN 33 +23.0, 81.0 RT. f 1 r IE 401.50 : 1 M
37LF 12" N -12 05= 2.00 %. �; "; Ag•` w - I --�v--
`'� RIM= 400.00 T / s
1 2 q'M �{,7 I FIELD CONDITIONS.
t r�` a, �. I I TA X33 TYPE 50 1 i
,✓ ,�; IE= 38.93, 1 t ,, b� r-. CB 10 TYPE 1 I
�__., ,PRI„ . ,: IE= 387.00, 6" (VAULT �URAIN) �' I _ . v . jS .0, 9.22 LT- 2M
1 -,4 �' CB 14 TYPE 1 T r• 4 0_* I IM- 403.38 T-
�- s I I I I R RIM = 408.00.54, 99.0'RT.
` AS SHOWN °' EB E 1 i - 7 I_/ IE= 400.88, 12" I
-s ICJ t, CONC. t.�; " �, .: _ R l MAINTENANCE ACCESS ROAD 'I { i LW IE= 401.38, 6" IE= 403.50, 12" / -`': m I FIXED OBJECTS SITUATED IN THE LOCATION
'T',..- 1 S lRIM= 383.20 •.,., �STR. +50.,, 9.22 RT. I r J� I-h IE =404.5 IE= 404.00, 6" / Frl I CB 11 TYPE 2 -48"
i, Jar �. ;..; /''�'� ' \IE =380.20, 12' t R!M „„ 03 38',` I I' I WHITE Pvc (TYP) , OF THE PROPOSED ACCESS MUST BE
IE- 379.46, t2" NEW / - �, _ „1E, 005a.,12" N I I 2oLF., 12" cortc �4C� 12 N i2W5 =1.�% �I � STA. 19 +85.0, 13.50 RT. RELOCATED AFTER OBTAINING OWNER APPROVAL
u ` . Sf`: IE 99.33$' 12 °�E W) I 1 1I I °- ®S =1.00% �, ' ' RIM =409.7
\',SEE PROFILE SHEET 6 �. 9s8a 6" 1 + n 1 I ELEV.= 4o8.z4 � � IE= 402.66, 12"
r I F�ITE PVC (TYP.) ml
LOT DRAINAGE NOTES: + o ' -- _._ - NO INDIVIDUAL DRIVEWAYS WILL BE
CD IE =402.0 �' ` r,-� S/ R I 0 m1 I STA 19 +91.88 15 0 RT ALLOWED OFF OF NE 7TH STREET
SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS `L� II U IE =405.0 22' ALNCESS/ UTILITY ?, v, _ CENTER 12 DRIVEWAY APRON
CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST „ IE =401.0 I I m D
3E / EASEMENT /
MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY IS'r I i �`� A INSTALL PRIVATE r ml
DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THUS i 104LF 12" N-12-1 I'T I 20LF., 12" NCi a� o
cO `� ,/ AD RESS SIGN / " m)
STIPUTAION MUEST BE ADDRESSED IN THE 'SINGLE FAMILY RESIDENCE BUILDING �• ( OS 2 797 I ®5= 1.00% 'r"'y ut 1 ='- m
x
PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT °e;6. - -�� -- I 1 CB 13 TYRE vT 2 o &�f ) E !i J 1 2~ r ALL UTILITIES SERVICING
FOR THE LOT. SEE SHEET 5 FOR DETAILS. ! / ; 15' 1 s. kz?C ",'�� -�'Y" THE SITE SHALL BE 1 9.22 LT. 4E j sTA'34 s3
LOT NUMBER BMP TYPE RIM--405. ,� ( ' ^'`
UNDERGOUND
a I I I IE= 403.28. 512"
J
iW 1 -PERF. PIPE CONNECTION / 1- TRENCH DRAIN ,-C 12 TYPE 1 i \ {
9A; \ l
2W MAXIMUM IMPERVIOUS 2,600 SO. FT. / LOT ' STA. 34 +53.0, 9.22 T. I N
3W / R M-405.78 I / '�� \
4W b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE jj J I , 1 .. - I
ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT Iq= 403.08, 12 "(N) \ ' `'• I I I '
1M IEE11= 402.28, 12" W I {- �" - PRIVATE ROAD INT'X
2M DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE I �� - - - - ;fib - -�-` .1'- --.30.0-,," .....I �•'! '�'- '?iLI... STA. 20 +78.46, NE 7th St.
3M w FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. - -- - --.- -- 33 �-N - -' -_ STA. 37 +19.98, PIERCE PL. NE ;(f. '
4M ¢ c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM ,� ---- - -�-Q- ';------ PfEf'E- PLAeE- NE'-1 -- l- '>`'-t - - -- -?4 - ' CENTER 20' DRIVEWAY APRON /." �w'"
1E SHALL BE VIA A PERFORATED PIPE CONNECTION.
d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY - - L - - - --%- `=+si ` r -- -'rod , - -- -- - --
2E INSTALL ST SIGNS
3E OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT I ,
4E OWNER. ( ,�� ,r''� NE 7th - REET" �PUBLI 5' PAVED R�MP ° v- . -u ?
PIERGe PLACE NE (PRI E) O #aL ' G NN6•
r SEE DETAIL ARIGHT - _
TO
r w c m f` N 00 M rn r 7 N a) ,a W M M N N O to O Q ,O W aM0
? bk6
° °� o a °a °a °< ° °a °a °a °a °a °a a °c a° a °a °< °a °a °< oa °a To
°a a a a a o a 0 a a 7S
N N M M µ N N c0 0 0 0 aI O N ? ?�,f] ? ,[1 ft 'i
p- •Cv
. 15 13'
.......... ... _ ... .......... .......... ....... ... _..... ..... _... .. ..... .......... ........ ......... ......... _.. .. ... ... ....... _...... ........ ...... .._ .... ... :. 13�.._15.'.I . TRU AT ED 40 S
.... .... .. .. ....... PER CTD. DWG #FO10.2.ga +8,
w VC= 100.00' °o ADA COMPLIANT ASPHALT `k1P/ /
>z
0 00'
....415 a 'a. o w 0
..... .. ................................................... ..............:................ .....VC= 1LlQ.00'..........:.... ............ ........... ........... ........... ........... ........... :... °m.... ao M 415
............:.
M : o m o a d 5
rn v~ v~ w aJN
0O O .-..-
......................... ....
..t........ ±.. + 1 w !�
x. � N .. ............ N ........... ........... ............ - ........... _ ........... - ...... ........... ........... ...... .,.,^ .,: 9;,�.........._�.s.. c.... ........ 410
4+'
_405........_ ....... .;_ ......................_.... ........ - �w GRAP SCALE
> Z a 1 mad
........... ........... .........._ a ...... ....O...N ...._..... ...... ........... ....._.... .... _....... .I ._.� "• ++ 405 H1C
:..
.33% ....._.._ - - li'efi ,!N', - ...... - .... _. _ .. . ............ . ......... .M �....._....
..a.. '
.._ .. ... 0 15 30 60
o
_4.
20LF., 12" CONC.
169 LF., 12" N -92 ®5= 2.49 %: I ®5 =1.00% 2 }_ .._2AEF „"T2" CONC.
�_. -_'
�^'-- _..... �SLF 12" CONIC. _1.OALE., 12 "N- S 11 L� 1 inch = 30 feet
,,,,.
Fw _
IV
.. = :_ �.w,.... _. _. - _ ........ ® kG'_0 %� .... .... ....... .... z 400
134LF., 12" N -12 ®S =0.88% - -.. - a' S'
r_ -
`�� - -045, --- - C PE - _ R APPROVAL
S-'t ... -- -
a �' : . ,-' . R M�,403:3 _ BYi Date, !f ( / 3
I _�
CB 13 TYPE 1
R COMMEN F
RIM 405.78
E=403.281 1 12"
amn._ ..................... _....._..,..... .. -CB STYPE...p.........:...... _. ...;..'CB 3NPE- 1................... _. :.:.:I 395
B 6 TYPE 7 fE .400.88, 12 ": _
nA
�t�i •t RIM = 402.12 IM= 402.12 W THRU CURB INLET IE =40 ..6 ".... - ..RIM �405?j8E..1 ....... ........... ............ . ........... ........... {W(.��.aA n !(
°00 = IE= 399.00, 12"(E RIM = 401.27 I `� RIM 8403 38 2 -:48"
rn _ _ IE- 399.30, 12' ) = IE= 403.08; 12" N By, Date,
II M IE= 399.50, 6" IE= 397.27, 12 "(N &S) : IE= 398.57; 12" NE) p ° _ IE= 402.28; 12 "�W &E)
m� II �: a IE- 400.68, 12' :�N) .. .
Date,
30+00 UF,w :31 +00 32 +00: IE= 396.42; 12'�N &SE) I N: �/ IE- 399.38, 12 E,W) By Date,
ZO
1 M ® IE= 399.88, 6
,O 1 3 . ..... 3°6 +00 .... 0....... .. .. ...... :................ ...... ... ... : .......... .. .
�
� ............. ............... . ........... . ........ .... .................I.......
....... OFFE ENGINEERS 51fE SURVEY &MAPPING nxu ww
os /zo /zo13
SCALE CITY OF NE 7TH SHORT PLATS
RENT ON, WAS HINGT ON 98m : D.L. OFFE, P.E. R E N TO N DONOGH HOMES / ENDURE INVESTMENTS, LLC
PHONE: 425-260-3412 Po. ?F�" a0 p; D.L. OFFE, P.E. DATUM ROAD /STORM PLAN /PROFILE a
fSTE °G� ""'aP •T Planning /Building /Public Works Dept.
CONTACT: DARRELL OFFE, P.E. SS.pNA�' . F a� 3513 / 3517 & 3603 NE 7th STREET
10/4/2013 NO. REVISION BY DATE APPR:
4 1 4-
OUTu - :3 "00 CLL ROAD