HomeMy WebLinkAboutTED4001331.1iENIP, sILTA-j'ION ZONE
(SEE DETAIL)
3c:
w '
Q
IOa
TEMPORARY EROSION CONTROL NOTES
�_~ M �• LIMIT CLI�I 'roviae and maintain temporary sediment control facilities to insure sediment-
ILCIkAC)InI aden water does not enter the natural drainageway system. The temporary
1 �T p/L erosion/sedimentation control facilities shown on this plan shall be constructed
�6•.7"Cc E, -,�,� �- _ ,rior to any grading or extensive land clearing in accordance with the approved
rf'/i"'-----i.h 1 ��7$0 / --�- _yTa - -'emporary erosion/siltation control plan. These- facilities must be satisfac-
i 1 1 f ._ —__- _ orily maintained until construction and landscaping is completed and the
�- - -- "`T-`--tj...._.�_ < < •. potential for onsite erosion is sussed.
' ---_ # _ ♦ ! em orar sediment. control facilities shall be constructed in accordance with
P, S CLEAR D AREA `(EE DETAIL �' y
� he details shown Temporary sediment control facility locations may be moved
37rN S?' -o suit field conditions subject to approval by the engineer and the
/ 4 �-- ,11 ponds and ditches and other erosion -sedimentation facilities shall be
r
12 iaintained in good working condition throughout construction.
AlfMReturn siltation control areas to original ground conaition or better.
approval of this plan is solely for the temporary erosion/siltation control
)lan and is not approval of design, location or seize of pipes, restrictors,
-hannels or detention facilities.
FVN1�INC-1 -ZC_? - r / ' -- _ - C►
TOTAL CLEARED ,w r
MINA, VOL., -75C U. FT, i AREA � 1 / i' � i► ! J .. �• 1 :.� ��, i
@ 40 CU. FT.% 2F_ ` AREA 5,Z AC.14
lip
64
�- t
-TFWF, SILTATION, �NEdo
40
M I N, �tJ IFFE f� TIO -'O P "' N'
17 IT
OR
\ TE.MP. SILTATION! ZCiNE � '
TEMP DITCH (SEE DET,AIL)�., \
-
20' X 2& X I ' O E E" P 1°'S,\ r o� + • �\ \ 4 ,
MI i�l, VOL. , 400 CU FT
I - 2o0X2 '
NI I N , VD L , 4o0 Cu, FT,
-v \ A
T`(P AT VAS.TIMIES QJ� ~ `'` ``\.\ \\!•
-
VAR-
✓;OCK / 20' MIN 2V MAX,
`
�LUVy DIRECT -ION - i EX.
EXCAVATE PON D � NL� ZONE � It
KEY RcX K B E Lv W 1
PCON P4 N 61 ZON E
T E Zvi P':S I L T AT I O N ZONE DETAIL._
NUT E
GLON i (zAC70f;c' S{-IAL _ I KGFE-GTPONDS
;=QEQUGNT'L'-e At -JP AF-rEI (-IEAV Y RAIKIS
F0kZ NEEPEP f`/IAINTENANCE.
IL
z
- L_ PRovloe I `THICtC �c1.4,vin��
dKaN&fiG*(,s 1uIT+4 5cvA6S ?49%
I
TEiv F DITCH �� E T ,4 I L
N �"S
FA
J-
GENERAL NOTES - STORM & SANITARY SEWER
1. CONTRACTOR
All work and materials are to be in accordance with the standards
and specifications of the City of Renton Utility Department and the
latest edition of the APWA "Standard Specifications for Municipal
Public Works Construction".
Determine exact locations of all existing utilities and structures,
that might be affected by this construction, to avoid damage or
disturbance.
Verify all elevations and dimensions that will affect this work.
Obtain all necessary permits prior to construction.
RECOMMENDED
r-OR AP PROVAk
7
-u-ZP3
Ap �o ved �AiG
R-I33IOI
L_
M. M
I
7-G- 8 -5L p6 . D PT_ iZE (V J . ►,(.
REV DATE DESCRIPTION BY
VALLEY GENERAL NORTH
PROFESSIONAL F3L(?6:4 .
T EIVIF-0OrZA1<Y EROSION/SILTATION
CCUN T I�C_�L PLAN
I NT0IN H .
K. M. MAW ASSOCIATES
CONSULTING ENGINEERS
CENTRAL BUILDING
SEATTLE, WASHINGTON 98104
i2081 824-7148
SCALE I" -ATj' PROJ. NO
\� 539 O R N K E N P,4 L L DATE
"�y,F`SQI AL JG\ C 1-4 4C DATE DRAW. N O
APP'D JDATE
41op lopz:�r7