HomeMy WebLinkAboutR-417738n
n
V
C
LLl
PROVIDE CONNECTION
TO 18" HDPE
)C T
1065-18
30" PVC DRAIN
W/ SOLID LOCKING LID
24" EX
■■■■■■■■y-■■■■■■■■
\ PROVIDE CONNECTION
�TO 30" HDPE
1
1
92 LF 1
LF
SDMH TYPE 3 - 54"
RIM: 19.09
IN 185592.31
E: 1300202.14
IE (NW) 11.39 (30" HDPE)
IE (S) = 12.12 (30" HDPE)
7
M/
30" PVC DRAIN
W/ SOLID LOCKING
LID
RIM: 18.75
N: 185674.35
E: 1300224.09
IF (E) = 14.65
(12"
HOPE)
IE (S) = 14.65
(12"
HDPE)
IE (N) = 14.94
(12"
HDPE)
IE (W) = 14.65
(18"
HDPE)
SEE SHEET
30" PVC DRAIN I
W/ HERRINGBONE GRATE II
PROVIDE 2' SUMP
RIM: 18,55 I I
N: 185702.35 LI
E: 1300332.41
IF (N) = 14.99 (12" HDPE) TI
I IE (S) 15.25 (12" HDPE) o-, II
I IE (W) 14.99 (12" HDPE) I II
I
18.g I i III
112 LF 12" HDPE • I I
I • 7T�
I
• � II
I I II
I I II
I • I II
o-j l
I • 0-
Jl
I • o---
I
1110
30" PVC DRAIN
W/SOUD LOCKING LID
RIM: 18.61
N: 185620.45
E: 1300238.48 I �'
IF (W) = 14.93 (12" HOPE)
IE (E) = 15.04 (12" HDPE)
IE (N) = 14.93 (12" HDPE) I
Tjll', bl
I�
I
I
G ORE 728-18 I
SAFE DRAIN 1_
RIM12
18.45
N: 4.39
31153,2
IF (W) = 15.12 (1Y HDPE)
I
15 LF 12"HOPE
r�T I
MD MD A ' .pa Ma mMJ A A10 MO-
- - - - - - - - - - ' n 1
24" PVC DRAIN
' W/ HERRINGBONE GRATE
PROVIDE 2' SUMP
RIM: 18.65
N: 185602.26
E: 1300358.27
IE (N) = 15.56 (12" HDPE)
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MATCH LINE - FOR CONTINUATION SEE SHEET
WSP AC
33301 mn Aveme scum
CALL 48 HOURS
SURe3003No
fe 9B0012Kb
BEFORE YOU DIG
L: G2Wry, 1-
1-QBB-424-.>JrJ.>
FAX: GW6)431-2250
FAX: (i(6)431-E350
SYM
RENSION
BY
APPROVED
DATE
CRIS
APRON R - CENTRAL
C180242
ARAM
SET
101
REVISION
BY I APPROVED I DAZE
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108.9 i
1 S S
1
1
10 0 10 20 n /
scale feet / V
ACCEPTABILITY JDM 07 09 2'
THIS DESIGN Al SIT ET N 07 09 T
SPECIFICATION IS APPROVED
APPROVED BY I DEPT. 1111DATE JnM OR/n9/
■
1
11
1
1
1
1
T GENERAL NOTES
1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL
/ DATUM: NATIONAL CONVERSION
VERTICAL DATUM THE
NORTH
AMERI
VERTICAL DATUM CONVERSION: VERTICAL
TO THE NORTH AMERICAN
VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET.
/ 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS,
COATINGS OR ZINC APPLIED SURFACE TREATMENTS ONANY
EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
/ BE PERMANENTLY PAINTED COATED TO PREVENT EXPOSURE
OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR
COMPLETION OF CONSTRUCTION.
/ 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE
USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER.
NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS
/ ELL) COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL
C / PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET
C501-1A AND C501-1B.
C-D_ 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS CGRADING
/ Z THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING
/ INFORMATION.
? 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6B THROUGH
/ C501-6V FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS.
IXJ /
6. SEE UTILITY DETAIL PLAN SHEETS M501-IA THROUGH M501 -1D
/ FOR FIRE WATER SYSTEM IMPROVEMENT DETAIL.
/ 7. SEE UTILITY PLAN SHEET M501-1A FOR DOMESTIC WATER
oEEaUT.
8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL
INFORMATION.
E--> SAFE DRAIN PER DETAIL 1 ON SHEET C501-6V
® PIPE CROSSING. SEE SHEET C501-6G FOR PIPE CROSSING TABLE.
CONSTRUCTION NOTES
J O � PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID
PROVIDE STORM DRAINAGE MANHOLE TYPE 3
PROVIDE 30" PVC DRAIN BASIN WITH HERRINGBONE GRATE
PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE
CC)
C
F= /
Z
Gb
/-L
CIO
C11
C12
C13
C14
C15
C16
CI7
CIO
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
[CIVIL PER
E
STORM DETAILS
APRON R - CENTRAL
RENTON SITE
MASTER < 11 RENTON, '
KEY PLAN
SME : NONE
R-4177038
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEIELOPMENT
johavez 08/25/2021� O
C160242UKI(j 07/09/21
W l -6B C38
COMP
C 180242
RTN-YD-0501-68