6.30.17 - Correction Notice, 622 bell (2).pdfOV. ED4
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1-1 PARTIAL APPROVAL
NOTICE
TO PERMITTEE AND/OR OWNER
I$ CORRECTION REQUIRED Ll ENFORCEMENT VIOLATION
Owner Permit Number 11207ZAA 003
Job Address
Site Contact
Type of Inspection
El WORK DESCRIBED BELOW HAS BEEN INSPECTED AND APPROVED.
APPROVED PLANS AND JOB CARD MUST BE AVAILABLE TO INSPECTOR ON SITE.
CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED AND/OR THE
NEXT PHASE OF WORK IS STARTED.
'% RECALL FOR INSPECTION
L1 REIINSPECTION FEE MUST BE PAID PRIOR TO NEXT ]INSPECTION REQUEST.
El STOP WORK -UNTIL AUTHORIZED TO CONTINUE BY CITY INSPECTOR.
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THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED TO BE CORRECTED BY
(DATE) OR PENALTIES MAY BE APPLIED. FOR INSPECTION CALL 425-771-0220
Ll Building 1-1 Planning I)C Engineering 11 Fire Ll Public Works
Inspector CV0, & t
Date ( 4-w
THIS NOTICE TO REMAIN ON SITE
White: Permit File Buff- Applicant
MAXI
INVERT*
X
;ONNECTION & CONTROL DEVICE
DETAIL A
�Ivu 1114,)IUL-
CAP PLUG*
f, ev OD,
1�
I I'm I
8 $j PVC
OUTLET PIPE
-E`_7 -
FINISHED GRADE
8 9.9 0'_
OVERFLOW ELEV*
88 . 25
INV. =
85.75'
0.51 " D IA.
ORIFICE —
A 4
6$1
MIN X
1.60" DIA.
I I ORIFICE
4
0.50%
6" PVC FROM
CB#4 87.00'
Q
1 0.50%
DETENTION PIPE
(LENGTH, DIAMETER,
MATERIAL TYPE)*
PIPE S PPORT CB #2
Q.ETAIL B FLOW CONTROL STRUCTURE shown w./TYPE 2 MANHOLE
(Details A & B shall apply to all designs where a shear gate would otherwise apply)
*SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS
NOTE — Invert of detention pipe in manhole shall be equal to or higher than the invert of the outlet pipe.
— PRIVATELY —OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT—OF—WAY
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END CAP DE
(WHEN REQUIRE
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153'- 12"
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90-335% 12" r -i BELL STREET---12�'
/v) SAW CUT 4 "PUBLIC ROADWAY"
LINE 21 N89059'49'W 659.68' CALC'D
(659-70' ROS 200302035009)
— LS I — (660.00' PLAT 2/39)
209.90' CALC'D
1 59.97' CALC'D
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ENISTING 8' 1
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— W — W — W qn n i
FCB#6TYPE I
GRPTE = 88.65
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INV = 85-64 - 8" (N)
�
INV = 85.65 - 8" (S)
CB#2TYPE 2
SOLID RIM = 89.90
INV = 85,75 - = 18" E
INV = 87.00 - 6" SE & SW
BOTTOM BASIN=82.75
EXISTING
BUILDING
Val
t
IM
ISO
wm&�m
6-0" PVC (SDR 35)
94%
89.50
90' = 6"
PVC @ 2%
9
w - w - w . . w w
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MAI
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MIMI
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mA
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CB#7
GRATE =89.25
6" INV.=87.25
SWA GARAGO
PLANTER 1. 60. H. FFL = 9
OUTLET 9-001
CB#4
.80 PROPOSED
A
DATUM'**"
S D *W-6R � I N�- - �
MANHOLE
RIM=91.21'
IE 8" CONC NE 86.21'
IE 12" CMP SE 85.59'
IE 12" CONC W 85.58-
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- W W
Z 6
A co
(8-924)
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389-81' CALC'D
W — W EXISTING 8"
W—w-
96. o 57) WIDE CONC SIDEWALK
R.O.W
9X
CB#3TYPE -20
SOLID LID = go.00
INV. = 86.50 - 6`�
INV. = 87.00 - 4"
INV, = 86.00 - 18"
Pn-rrnKA
2'-1 8" TYP, 014 00
151-611- 611 PVC (SDR 35)
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