HomeMy WebLinkAboutTED4003762.8W
Q
z
Ld
0
Of
Cal 2 Working [)aye EWore You Dig
811
UNUm Underground Location Center
(D,Wr,ND,OR,WA)
®CONSULTING 34400 8th Avenue South ENGINEERS L L C
Suite 205 (® ( '
Federal Way, WA 98003
FEnQ+AE WAY (zsa) a38-41 u
www.esmcivil.com EVERETT (425) 297-9900
D-I.ENSBURG (509) 962-2W8
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB #1670-003-013
1
�51 0M�Q
S�O1N�L E� u�
0
FIRST SUBMITTAL
ESM
03/28/14
SURVEYED:
SCALE:
1
SECOND SUBMITTAL
ESM
06 05 14
DESIGNED:
LGB
2
THIRD SUBMITTAL
ESM
07/17/14
3
MYLAR SUBMITTAL
ESM
08/18/14
DRAWN: CJR
I
CHECKED:
I —
i0.
REVISION
BY
DATE
APPR
APPROVED.
SCALE: 1 " = 40'
9.24•zo'`F
a,_ -- 4 x
LEGEND
SD PROPOSED STORM DRAIN
PROPOSED SANITARY SEWER
w PROPOSED WATER MAIN
STORM NOTES:
1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS
CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION
MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS
CONSTRUCTED AS PART OF THIS SUBDIVISION.
COMPLIANCE WITH THIS REQUIREMENT WILL BE
ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR
RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN
APPLICATION IS MADE FOR A SINGLE FAMILY
RESIDENTIAL BUILDING PERMIT FOR EACH LOT.
2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS
SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD
REPAIR BY EACH LOT OWNER.
3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING
INSTALLATION PER THE FOLLOWING PROCEDURE:
A) THE PROJECT DEVELOPER SHALL SUBMIT TO THE CITY
THE CCTV INSPECTION VIDEOS AND WRITTEN
REPORTS. THE CCTV INSPECTION SHALL INCLUDE
ALL PROJECT STORM DRAIN LINES AND CONNECTING
CATCH BASIN AND MANHOLE STRUCTURES THAT
WILL BECOME CITY OWNED/MAINTAINED AND ALL
PRIVATE 8 INCH DIAMETER OR LARGER DRAIN LINES
AND CONNECTING CATCH BASIN AND MANHOLE
STRUCTURES. SAID VIDEOS ARE TO BE IN COLOR
AND COMPATIBLE WITH THE CITY'S VIEWING AND
RECORDING SYSTEMS. THE CITY WILL ONLY
ACCEPT VIDEO SUBMITTALS ON CD OR DVD THAT IS
VIEWABLE BY STANDARD VIDEO PLAYER (I.E. MPG
VIDEO FILE FORMAT) AND IS COMPATIBLE WITH
GRANITE XP. THE VIDEO SHALL REFERENCE EACH
PROJECT DRAIN PIPE SEGMENT TO THE UPSTREAM
AND DOWNSTREAM CONNECTING STRUCTURES AS
SOWN (AND IDENTIFIED) ON THE APPROVED
PROJECT CONSTRUCTION PLANS.
B) THE COSTS INCURRED IN MAKING THE INITIAL CCTV
INSPECTION SHALL BE BORNE BY THE PROJECT
DEVELOPER. THE DEVELOPER SHALL BEAR ALL
COSTS INCURRED IN CORRECTING ANY DEFICIENCIES
FOUND DURING CCTV INSPECTION, INCLUDING THE
COST OF ANY ADDITIONAL CCTV INSPECTION,
EXFILTRATION TESTING OR AIR TESTING THAT MAY
BE REQURIED BY THE CITY TO VERIFY THE
CORRECTION OF SAID DEFICIENCY.
C) THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL
COSTS INCURRED IN THE CCTV INSPECTION
PERFORMED SOLELY FOR THE BENEFIT OF THE
DEVELOPER.
VIDEO TO BE PROVIDED TO CITY INSPECTOR.
8. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS
LESS THAN 1 FOOT.
W=376201
R=376208
S=376201
CHECKED FOR COMPLIANCE TO CITY STANDARDS
- p p r�
VERTICAL: NAVD 1988 08 1 8 2 0 1 4
1 "_40> HORIZONTAL: NAD 1983/1991 ,� CITY OF RYL E E S PLACE OO/
FIELDBOOK;
R E N TO N STORM DRAINAGE KEY MAP PAGE.
�_ ONE INCH DATUM & COMPOSITE UTILITY PLAN DRAWING N0:
I T FULL sPlanning/Building/Public Works Dept. KEY —SD
IF NOT ONE INCH
SCALE ACCORDINGLY SHEET: 8 OF:21
C ....
f
C
CD =
CD 0
C
D
01
LTI
a)Nz
m
Z
m
m
m
0
D
N
o
�
u
`TJ
z
CD
�C
:vim
1
CD
o icy
0000 oo
>
1
m
N
NQ..