HomeMy WebLinkAboutR-417739n
n
V
C
LL
F
C
1
O
1
1
Z
1
n
1
1
D
1
0
1
1
1
1
1
1
1
1
1
D
n
e
(D
O
O
2" PVC
N
u)
H C/P
--- A
WWI
STE
_ _ MATCH
LINES
- FOR
CONTINUATION SEE SHEET C501-613 _
RIM: 19.04 1-
IE (S) = 14.54 (12" HI
I U
r 1 •
M! I IAU
868 8
EXIST CB TYPE 2 _ 135 LF 30° HDPE
RIM: 19.22
11 LF 12" HER 3
1120A
30" PVC DRAIN
�rmW/SOLID LOCKING UDIEI
w 1 RIM: 19.62
0 1 N: 185451.36 �1
E: 1300238.96 ►OI
1 IF (S) = 15.15 (12" HDPE)
v_ 1 IS (N) = 15.15 (12" HDPE)
1 IS (E) = 15.15 (12" HDPE);
I0
1 --�
1
7 LF 12° HDPE
� 15 N � 1
CO 1 O?
� 13
O -
7 LF 12" HDPE
lI . 1 10
6 SDCO 5 LF 12" HDPE
I
RIM: 19.69 3
N. 185415.81 O l0
6 1300248.22 1
E (E) = 16.68 (12" HDPE)
IE (N) = 16.68 (12' HDPE)
4soc-14 4 18 7 LF 12" HDPE
EXIST CB TYPE 2 (48") I r
VPAL 1 1120B-18
RIM: 19.21 N: 185410.47 1 30" PVC DRAIN
E: 1300209.14 IW/SOLID LOCKING LID '
IE NU = 14.41 (12" HDPE) I RIM: 19.61
h IE (S) = 13.66 (12" EX HDPE) IN: 185417.45
IF (SW) = 16.50 (6" EX DI) IE. 1300254.62
IS (S) = 17.29 (12" DI)
8 IS (W) = 16.69 (12" HDPE)
CO IIE (E) = 16.69 (12" HOPE)
9 I
- A 41
y�3 HDPE
r 1 �1 70 LF 1?
Co
���•
aD
7u
D
F
49OD-14
4 8
EXIST CB TYPE
1
RIM: 18.87
--N: 185372.25
-
-
�T---
E: 1300219.14
f
CIE (N) = 13.72
(12" EX HOPE)
IF (S) = 13.72
(12" EX CONN)
--lE (W) = 16.50
(8" EX DI) CO
FIE (NE) = 13.28 (12" HDPE)
f
N
�l
3
U
C�
45 LF 30" HDPE
13 LF 12" HDPE SOLO I
RIM: 19.48
N: 185454.64
E: 1300251.75
E (S) = 15.18 (12"
IE (W) = 15.18 (12"
_ _ I
�I 7 LF 12" HDPE
1120-18 �K
SDMH TYPE 3 - 54°
RIM: 19.67
N: 185462.00
E: 1300236.18 r
IE (S) = 15.00 (12- HOPE)
IE (N) = 12.40 (30" HDPE)
IE (E) 12.40 (30" HDPE)
® RTU-017 1 x
0 ®I �
I
5 LF 12" HDPE
0 SDCO 8
RIM: 19.54
N: 185419.09
10 E: 1300261.01
IS (W) = 16,68 (12" HDPE)
IS (N) = 16.68 (12" HDPE)
9
13 LF 18" HDPE
r
6 LF 12" DI T
BP67
1125 7
10 LF 18" HDPE
26 LF 18" HDPE
29 LF 18" HDPE J 1 I
1125-18
30" PVC DRAIN 1
W/SOLID LOCKING LID 1 1123-18
RIM: 19.71 30" PVC DRAIN
N: 185400.04 W/SOLID LOCKING LID
E: 1300282.93 RIM: 19.49
IF (E) = 14.89 (18" HDPE) IN: 185394.25
IE (SW) = 13.15 (12" HDPE) 6 1300300.78
IE (N) = 13.13 (18" HDPE) IE (E) = 12.65 (18° HDPE)
---- ---tl --- V ---IE (N) = 12.65 (18" HDPE)- - V - -tl -
0 1124-18
AC
WIA
333019n Avewes Nl
CALL 48 HOURS
300
SNRe3No
9B0012Kb
EEL:
BEFORE YOU DIG
TEL: OZWry, 1-
1-QDD-424-.>JrJ.>
FAX: (i(6)431-E350
GM6)431-2250
SYM
RENSION
EY
APPROVED
DAZE
BRIG
APRON R - CENTRAL
C180242
ARAM
SPT
I 07/09/21
REVISION
SUMP TYPE 3 - 54"
RIM: 18.96
IN 185473.47
E: 1300280.09
IS (S) 12.49 (30" HDPE)
IS (W) = 12.49 (30" HDPE)
cx SAFE DRAIN
RIM: 18.75
N: 185462.92
E: 1300297.09
IE (S) = 15.12 (12' HDPE)
TT1
SDMH TYPE 3 - 48"
RIM: 19.47
N: 185417.50
E: 1300294.71
IF (S) = 12.60 (18" HDPE)
Ln IE (N) = 12.60 (30" HDPE)
IE (W) = 13.60 (18" HDPE)
24 LF 18" HDPE
SADDLE MANHOLE - 48"
RIM: 19.36
N: 185400.92
E 1300326.30
E (W) = 12.70 (18" HDPE)
IE (S) = 13.94 (15" EX CONC)
A �
71
LF
1126-18
SADDLE MANHOLE -
48"
RIM: 19.55
IT 185407.40
E: 1300311.34
IE (S) = 14.95
(12"
EX
(E) = 15.13
(12"
HD[
77TgglE
�L`IIE
(N) = 15.00
(12"
HDI
IE (W) = 14.95
(18"
HD
BY I APPROVED I DATE
\ W/SOLID LOCKING LID
A RIM: 18.805
NE: 1300379.72
IS (N) 15.54 (12- HDPE)�^��
IS (W) = 15.27 (12" HDPE) w
IE (S) = 15.27 (12" EX DI)
B W Y
E
i L -BOEArw"
T-
x
1
m
1
1
�
1
1
1
1
1
1
1
�
1
1
1
24" PVC DRAIN
W/HERRINGBONE GRATE B
PROVIDE 2' SUMP 1 S
RIM: 19.27
N: 185502.65
E: 1300371.77 I 1
IE (S) = 15.70 (12" HDPE) 1
11 1
� 1
co 1
1
I � 1
1
1
1 �
�n �g
1 �
N 1
1
1
1
1 �
1 �
�^ 1
1
1
1
1
1
1
1 �
1
1
1
1
1 L
CONCRETE N No
10 0 10 20 n /
scale feet / V
ACCEPTABILITY JDM TE
07 09 2'
THIS DESIGN AND/OR SIT PT N 07 09 T
SPECIFICATION IS APPROVED
APPROVED BY I DEPT. 1111DATE InM n7/nQ/9
co
8"W
FIRE
- EW
_ GENERAL NOTES
1. HORIZONTAL DATUM: WAOSTATE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICAMERICA DATUM 1983(91). VERTICAL
/ DATUM: NATIONAL GEODESIC VERTICAL DATUM E N TH 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 ON ANY
EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL
/ GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
�M BE PERMANENTLY PAINTED OR COATED TO PREVEEXPOSURE
OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR
0 COMPLETION OF CONSTRUCTION.
Z 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE
G7 USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER.
NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS
? COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL
PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET
CDC) C501-1A AND C501-113.
4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A
THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING
/ INFORMATION.
5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-68 THROUGH
C501-6V FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS.
/ 6. SEE UTILITY DETAIL PLAN SHEETS MTHROUGH M501-1
FOR FIRE WATER SYSTEM IMPROVEMENTENT D
DETAIL.
TAIL.
/ 7. SEE UTILITY PLAN SHEET M501-1D FOR DOMESTIC WATER
DETAILS.
8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL
INFORMATION.
/E-> MODULAR WETLAND PER DETAILS ON SHEET C501-6Q
x COMBINE WETLAND PER DETAILS ON SHEET CR VAULT
DETAILS O BYPASS AND OIL/WATER SEPARATOR VAULT PER
DETAILS ON SHEET C501-65
x
® SAFE DRAIN PER DETAIL 1 ON SHEET C501-6V
PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2
ON C501-6N
/O® PIPE CROSSING. SEE SHEET C501-613 FOR PIPE CROSSING TABLE.
X CONSTRUCTION NOTES
PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID
/ D:�:-> PROVIDE STORM DRAINAGE MANHOLE TYPE 3
PROVIDE 24" PVC DRAIN 6451N WITH HERRINGBONE GRATE
/ CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING
STRUCTURE WITH KOR-N-SEAL BOOT
/Co PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID.
C CONNECT NEW STRUCTURE TO EXISTING DRAIN LINE WITH FIELD
T- CUT INSERT -A -TEE CONNECTION PER MANUFACTURER'S
0 RECOMMENDATIONS.
Z R�> PROVIDE STORM DRAINAGE CLEANOUT
PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL
READ 'SD". LEAVE IN OPEN POSITION.
Cb ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE
/R:::> PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL
/ READ "SD"
KEY PLAN
SME : NONE
CIO
Co
G„
XG
-
C12
S
C13
C14
C15
C16
CI7
CIB
C19
C20
C21
C22
6" FIRE
C23
C24
C25
F
C26
F
C27
W
/
C2
C29
C30
- - -
[CIVIL PERMIT
E
STORM DETAILS
APRON R - CENTRAL
RENTON SITE
MASTER S 11 RENTON, '
R-4177039
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ichavez OM512021 O
C180242U KI(j 07/09/21
.501-6C C39
COMP
C 180242
RTN-YD-0501-6C