HomeMy WebLinkAboutTED4001864.2_ U/5/Q/'IS•'REU/SED PER C/Ty COMME/IrS .3-ZZ-890J!</
5-0-e9 TL�J
5E.V151D PLC CITY 1`5EDUT5 Lfl -12 -(t�q KLL
7-1c-89 KLL
RIM. 393 55 IfX. 0 7(/ig,
�
l F = 389.95 //. _4 9
RIM- 393 I I I
-----� IE= 390 06 - 34o" CMPI SI I
IE
RIM= 394.97 Cb" I (TY C L46 )W/50LID FTVIDL OIL/WnTEf 1 C5. 3 (TYPE �- 54") kw/SOLID, 5QwCU Lxi5TII7I � PQVE- - - R€r�e�€ ��cl�Tlnu CuRt31n�, OnD
rE= 389,55 �12"C7VIP, W Z4 4, LO I(M COVER. 5Ef MQT0M F)1� 24 DIA., LOCKING, COVER MEfIT I`ID MTCH n5PHPLT In5TQLL nEW Cu5b
-- DTL QT f5ILaHT RIM =�519 CITY 011 I`EnT017 5Tf1D. NUTTER, AnD 505JALK PER
---- ------ ----- -- 3+. 5EE DT�L.#3 5HT C 7 CITY OF REnTOn STAnDRRDS
-- all
--
ate a�reassesi`.
� ---
----------
-1 assess
S3 L F .....` .... ila_ - -- -
------------
_ �,.�- XZ?"� s= o.00i9 - LXISTInh COf1C Cuf b �
- �. nw i -.
�rT1-1l1I % I ,UTTF-f)
. - �� sesselv�� yl� w•PIs.e1�1� "I" IIMIr �yM. w� �y� �� .. "I
_ --- 1
��- assaf
� � �����X. �"cScS' - - ,' �(IX 57ff ARCH.CMP DETEr1T101'i' - -- 0
fX. LSS/7h'
-----r-�---...1........,,, ,., ' TA(�K: �. 5EE VET # 5 5HT C- nG. DRiI�� AY CnWNCE. N.E. 5 th f REET _
nOTE MPTCH �X SID 1 E DCTAIL 10 <SHEET 4 - -- iEX R//'7 JG GS
EW(�LK 95 Lf o. 0033 --�-i G �. f ---
- -- ----
-�-01�lZAC�1L..CQ►'QL,,.
----------
�o��. InFII�r�r�rlolf� � -- ,. e;ss
- - _ fX SM .
TI/ - In5 A LL MW 5I WI E
�CMP DEWALK -
SCALE I" ZO'
3(o LF S 1 0,0017
_
-------- i--L----- 39 ----- \1
resesessessea
I L-----T- J NTRY ELEV. �01 DfW III SHPL.LBE� �
CPS# l• (TYPE II -�'I� WITH SOLI D = 396.80 - -- COX T0; F� �19/ 404�
Z4l �, LOCKInI� DE 00 ---� ENTRY ELE .
ltj �' ��-- - I = 404:$0
Cb W/ FLOW RE TRICTION DEVICE a- 3q�
FF= 3 9 7.0 i �, �, I RIME 398 ,47 -9
SEE DETHIL'�5' 5HEET C-lD � '�' � YD 9
RIM= 3. 5.87
I.E.= 36 .59 -3(o CMP, E
OUER�LD t=3��. I.E_ 389 52-12'CAM,Nq`�
Invoil
I � I
C n 4 (TYPE a- - -
0 Z4'I�, LOCKInI, CID. ao
1 NI----- - IE= 39 1.78-(0' ,W �f
InVlo i 39t - IE- 391. 8- 8,. SEE
I n t3 -39t �5`-
i
oi! C
�-
O----r_J Zi YC
I
IM
I
� I I
°0
I I I
I ( I
I I
I l
I I
I 1
(5'tS�S (LY4S'�
AS - 3U1L T DRAW/NG NOTES
1. AS-BU/(T ,DRAWING DATA SHOW X XXX
2. FIELD SURVEY PERFORMED OCTOBER 10, 1989 6
FEBRUARY 22, 1990.
3. VERTICAL DATUM. K. C. A. S.
4. BENCHMARK. RIM SANITARY SEWER MANHOLE 10'
NORTHWEST',OF THE NORTHEAST PROPERTY CORNER.
ELEVATION '= 404.55
6. ALIGNMENT OF STORM SEWER LINES SHOWN HEREON ARE
BASED ON THE P40TTED POSITIONS OF FIELD LOCATEO
- - MANHOLES AND OTHER APPURTENANCES. ACTUAL UNDERGROUND
POSITION MAY VARY SLIGHTLY.
E
I
I
LEWQY '
I
I.
I
i
I
I
I
if
r- IE- 394.29 y
RIM=403.75
3q I I I I i Qo FF=405.0 �' Inv.=40Z.Z5
1L
LEGEND
FF = 286
FINISHED FLOOR
. --K-9-6-
SPOT ELEVATION
186-`/
EXISTING GRADE
�- 190
FINISHED GRADE
RETAINING WALL
TYPE II 54'' CB
12 CMP
STORM LINE W/SIZE & TYPE
--TIC--
EXISTING STORM LINE/CATCHBASIN
®
YARD DRAIN
DRAINAGE FLOW
2
ROCKERY
GGO ST TOP
1.350 lb, -
1.11-1- & Se"Ptlrla
Tee Illy othenl
1012-P O emoted Plele
l �.o• 0- Coven
222 P Dia-if Plate
C.-
Flow Diffuser
Baffle
a-
-9 oil aelehe, Baffle
3q5 I i I\ ,InV=�--r�- �
. _ _. #8 I
f
_ I' I Z P,11=402.50 EX. TR TO 5E
JFF= ,II II .`------- 5nVED 5EE
ENTRY ELE'(. D. a _ - `-` II�IV=401. 00 I • V.�5o bt. GGO SD •' (G Q�UL ..aM
394.8)
TEMP 510n
05.0
05. ENTRY eLE' FF-
# 1 I � -�- 1 3 40 86V
Y. D. I /
�i1�1=3�3.75I' -4' aft COnC �9 403,.0 _�i I V
nV= 392, I ETAlfilnl, LL >� 06 Q J, oe)
1 04 II�U8"�i-}-' q5 MAIL CAS 3 YD: 7 J a>' p
-4
0 f.
5 0
I� 0 �
r r
RIM = 4' 0"
39 , 92 � � �� \ � �� 3 r
InU=�.9.5D� I
Z IE 3 9 47 VC, I ' \ o 0`I „- ,
a IE 9 .32- 8`
:393.75 3q 1 M' \ d 25�P>�' Pvc
399. , - ---� � I OIL/WATER SEPARATOR VAULT
�r 3 2 uI H r
F AILf�OA
'SZ� PVC cr TIE REr 0
InInL� iQ�
ROX.40 r, c 5'7LF6_ -- OL to PVE WALL ((� ..>.
• _ 1 z _�-.�05 GRADING & DRAINAGE NOTES
wo _ '
G��C 00
J roo �\ W - 41
•• 1 04 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY 11. Structures shall not be permitted within 10 feet of
LLJ is
W H } p # OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH the spring line of any storm drainage pipe, or 15 feet
or P9 # :li': Y g Y D 5 C I THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN from the top of any channel bank.
M c}03 ENGINEER.
Z Y D. 3 Z 1�1=39to.50 #I
W _ RIM= 5.7 W D
5 Y. .
RI395.75� � l0 ha 10 feet � eh 12. All catch basin graces shalt be depressed 0. t
_ INV7394.00 INV= 3U.69 InV�395.00 �� n 1'�i{�I=398.50 �'V 402
j� F=3 5 ' 2. All construction shall be in accordance with the "1988 below pavement level.
1j` 0 II Standard Specifications for Road, Bridge and Municipal
• IFF-397.0 w INV= 397.00 \ Construction" prepared by W.S.D.O.T., and the American
��0� FF= 07a6 \ Fj _ �� 'Public Works Association (APWA), as amended by the 13. Open cut road crossings thru existing public right-of-
2e� + 1' F� 3 9 g 0 4 0 I City of Renton Department of Public Works. way will not be allowed unless specifically approved
�J • FF 4 0 0 .10 �� by City of Renton Dept. of Public Works, Design
C� Engineer.
\ I
♦� 400 0 3. The storm drainage system shall be constructed
_
/ --- Jai _ according to the approved plans which are on file in
the Department of Public Works. Any deviation from 14. Rock for erosion protection of roadside ditches, where
t the approved plans will require written approval from required, shall be of sound quarry rock placed to a
Ithe City of Renton Department of Public Works, Design depth of 1 foot and must meet the following
3910 Engineer or Storm Water Utility , specifications: 411-811/40X-70% passing; 211-411 rock/30%-
39 I
40% passing; and -211 rock/lOX-20X passing.
3 4 � 391� �\ 399
39Z 393 3 394 39 397 39 ) 4. A copy of these approved plans must be on the job site
3G�2 395 39� / 1 3�8 whenever construction is in progress. 15. All building downspouts and footing drains shall be
3QA I 1 connected to the storm drainage system, unless
34j 8B� -14 • approved by the Dept. of Public Works, Design Engineer
3 q ii 3 2 " -- 5. Datutt shall be tl.S.G.s. lxtless otherwise approved by or Storm Water Utility. An accurately dimensioned
I� 6 8.1 8 City of Renton Department of Public Works. Reference Certified as built drawing of this drainage system
- 3q 3 \ ' `' 3� t' benchmark and elevation are noted on the plans. will be submitted to the City of Renton upon
_. _ fX /Z lkcompletion.
/T ,
6. All sedimentation/erosion facilities must be in
���Sili��....�.�aim 1 operation prior to clearing and building construction, 16. Issuance of the Building or Construction Permit by the and they must be satisfactorily maintained until City of Renton does not relieve the owner of the
construction is completed and the potential for on- continuing Legal obligation and/or liability connected
site erosion has passed. with storm surface water disposition. Further, the
City of Renton does not accept any obligation for the
proper functioning and maintenance of the system
1 7. All retention/detention facilities must be installed provided during construction.
' and in operation prior to or in conjunction with all
R�I'OPARnE-^Ir)F� construction activity unless otherwise approved by the
I1 Department of Public Works, Storm Water Utility. 17. The Contractor shall be responsible for providing
SURVEYOR'S ___ / adequate safeguard, safety devices, protective
/// equipment, flaggers, and any other needed actions to
8. Grass seed may be applied b h droseedin The
I T A T �• /i�� Z'Z� � Y PP Y Y 9- grass protect the life health,.and safety of the public, and
' CER 1 I FI CA 1 G l [ ��y seed mixture, other than City of Renton approved to protect property in connection with the performance
standard mixes, shall be submitted by a Landscape of work covered by the contract. Any work within the
1 T HEREBY CERTIFY 714AT "'j t415 AS -QUILT �, r`' LJ A Architect and approved by the Dept. of Public Works, traveled right-of-way that may interrupt normal
SURVEY WAS PERFORMED 1Nv ME OR '4 p Sk�tp�- -7/7/� DAi J�v Storm Water Utility. traffic flow shall require an approved traffic control
' UNDER MY fJIREC�"ION I C'1CT0(3E�� I1989� �� �' plan by the Traffic Engineering Div. of the Dept. of
ii Public Works. All sections of the W.S.D.O.T. Standard
AID FP-bkJARY, 19�0• f to x 9. Alt pipe and appurtenances shall be laid on a Specifications 1-07-23, Traffic Control, shall apply.
E'AUL S. ANDERSON � a� SATE � properly prepared foundation in accordance with
( PL5. # 15039 = 9�' Section 7-02.30) of the current State of Washington 18. Special drainage measures will be required if the
Standard Specification for Road and Bridge project location is within the aquifer protection
f IcT P � - DATE Construction. This shall include necessary leveling area.
of the trench bottom or the top of the foundation
material as well as placement and compaction of 19. IT SHALL BE THE F3L.51"OnSIBILITY OFTHC MftlfiTY
required bedding material to uniform grade so that the
' entire length of the pipe will be supported on a OWfIEFS TO IfISPE�CT A11D CLEAR THE STOFiH'1 WATER
uniformly dense unyielding base. All pipe bedding FQGLITIES On THIS Pf30PERTY A MIf11MUM OF
shall be APWA Class 'C' with the exception of PVC OXE: Pcfi YEQF5.
pipe. All trench backfill shall be compacted to
minimum 95% for pavement and structural fill and 90%
otherwise per ASTM 0-1557-70. Pea gravel bedding
shall be 61, over and under P.V.C. pipe.
APPROVED:
CITY OF RENTON PUBLIC WORKS DIRECTOR DATE 10. Galvanized steel pipe and alumni steel pipe for
a
all drainage facilities shall have asphalt treatment
01 or better inside and outside.
0
EE-+
Z
W
L�
W
E-�
U
c�
O�
m
} W r
Q �
0 w
0
U w o
�QZ
LLJ J Z Q
IC-T�J Z J
Z N
Ld WI COLY
h+l cc
ILL
PROJECT NO
88 - 39
DRAWN BY
DJ W -
ISSUE DATE
IZ-19-8a
LATEST REV
7 - 1D-89
1
N
ED
DJ
CIFI [�N INEERIN MPANY CIVPLANNING ''NEERING CONSULTANTS