HomeMy WebLinkAboutTED4003443.120
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LEGEND:
PROPOSED
CLEAN OUT
•
EXISTING
RIDGE LINE/GRADE BREAK
-
SPOT EL.
62.00
SPOT EL.
TYPE 1 CATCH BASIN
0
CURB
FLOW DIRECTIONALITY ARROW
_olicl�
PARKING STRIPE
CURB
CONCRETE
PARKING STRIPE
EX. TYPE 1 CB
CONCRETE a
° ° b a.
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
GRADING AND STORM DRAINAGE PLAN
FOR
STORM
DRAINAGE NOTES
McDONALUS
AT RAINIER
AVE. S ■
1.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE
HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
RENTON, WA
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS
(APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
/
3.
THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE
Y DEVIATION FROM THE APPROVED PLANS WILL
ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. AN DEV REQUIRE 0 0
WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR
STORM WATER UTILITY.
4.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
5.
DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
I
REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS.
i
---------
6.
ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
-'
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND
THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7.
INSTALL A 1' CURB i
CUT TO ALLOW STOMWATER
TO DISCHARGE TO EXISTING,, 8
I
-'- CP .'/ 34 75
EX. SWV
DISCHARGES
TO BjALE
Z :100
� �y5 \ \`•--' J� LIGHT DUTYPAVEMENT I �
PER DETAIL 6 SHEET z►
10 (TYP) 9.
m
ti
♦ '/ - I
Q \-36.20
35.85 \�, 10.
P 11.
36.25 ,� 35 77 s m
rn I
CJCJ 36.00 �6
C 12.
G 36.3 36.2 w 0 1
36. 5 m \ o I
/ \` 5.42 \�
cp
36.43 O
,
/ 36.38 C 13.
36.80 -� 36 t
37.25rn
1 EX. CB AND 8"-136.70 I
.40 yG 36 14.
MATCH EXISTING 38
EL=42.98 0� / t -� SD TO BE REMOVED
37.28
EXISTING RIVEWAY TO REMAIN , �,��0 ` 37.80
,
MATCH EXISTING 1
EL=44.93 sp" ' ' 1 � 15.
b.
36.4 ,$ 1
V. �\ 36.6
36.35 MATCH EXISTING
EL=35.67
r ! 41.7 1 G 36.70 ------
00 42.00 0.501 I -R OE Btu 36.80 I I
1 1 ! \-39. 0 `37 5 - BR
_�M -y. ®' EXISTING DRIVEWAY TO RE AIN
�<, e / i Rtivt-dF-EX. I
PO 42.90it H V`Y D TY. PA EMENT _ A_ CB E 0. 5' TO
� c� / so9 P IR ET IL 7 EET _ _ _ 37.15 36.30 EL=36.07 Z �-
`� ! \ ! C10 iTYP Y - �' 11 MATCH EXISTING
\ / 1 -� �I -z� PAVEMENT SWALE 0 1.1%- N `i 1 ,,,�
42.1 / -- fEL=35.50
v // 0 39.85 / 39.15 00 mI -�' 36 5 - 1
/ a ! 0 36.35 , D
-t.0% t 18 36.95 36.8 36.35 EX. EL=35.73 I
/ 1 I
4`% Lit0 /42. 5 37.00.,_ 36.2
38.80 38,80 38.6t� I
�.
39.2 38.73 ►38.45 ` 3.509� � 3.35%
/ 77.40 .30 - 37.3 a
O t -► 1 \ 37. 6 PVC 0 1.00% MIN.
37.45 1 a MATCH EXISTING
FOR ROOF AND FOOTING
•C1 �\\ 1.1 It ! a 38.0 t 7'.45 7.80 EL=37.04 DRAINS
N a 1 e b�
` 1 AISE RIM OF EX
a 4 ,
B 1.83 TO AN �- a ° a ° >o ,a ° vl r�
SDCO o ao
4 .4 / EL=38.73 a ° ° ° N RIM=38.0 a,
38.60 a IE=34.73°8.®0 38.57.56 �?
C)
C
/ o a 37.56 0 N
•y I I
a ° - „ �� ® ° 37.90
a25 LF 8" D.I.
�F EX. CB D TO BE '
�O GRADE BREAK �6 INSTALL ® 1.00% I
REMOVED MATCH EXISTING
A 1-4"
_7
DE BREAK 38• EL=36.18
Q �+ AISE RIM OF EX e a° CONCRETE STEP
C 1$ TO AN 38.g a 37.56 37.56
° EXISTING DRIVEWAY TO REMAI
`\ �4 E 5 36 37.8 ^ 'ems ° 37.40 37.50 a ,
38.4 ° 37.80
F a CB#4 a 37.80 75
\ fir,,• \ �� 60 37.73 37.80 2.75%
37.55 37.5o B# 1
1
.75
\ 39.5 a 4 a 37
° a MATCH EXISTING
CALL BEFORE YOU DIG' 42 a g� a a a _,�. 37.25 EL=36.34
e.o�a 38.0 GB#�3 ° a
a
° e d � 37.59 I
1-800-424-5555 \ r 8,41'W 173.5a 37.68
S8
\ \ � RIDGELINE
UTILITY CONFLICT NOTE \
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POT HOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
37.40 37.67 EL=37.80
57
LF 8" DI
® 1.00%
GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON
APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE
DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH
SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION OF PVC PIPE. ALL
TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL
AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND
UNDER PVC PIPE.
STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE,
OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS
SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK
PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40
PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2
INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING.
ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM
UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN
ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED
TO THE CITY OF RENTON UPON COMPLETION.
ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE
OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER
DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND
SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK
COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING
DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS
1-07.23, TRAFFIC CONTROL, SHALL APPLY.
CATCH BASIN DATA TABLE
CB#1 TYPE 1
RIM=t38.0
IE=t34.40
CUT IN TO
EXISTING 6"
PVC. VERIFY DEPTH OF
6" PVC PRIOR TO
INSTALLING
NEW CB
CB#2
TYPE 1
RIM=37.25
IE=f35.00
CB#3
TYPE 1
IE=36.84
36.13
CB#4
TYPE 1
W/DOWNTURNED
ELBOW
RIM=37.40
IE=36.04
EX. CB DATA
CB -A
CB-G
RIM
= 47.10
RIM
= 35.24
12"
CNC N =
41.95
12"
CNC SW
= 29.09
8"
CNC SW =
42.05
12"
CNC S =
28.84
12"
ADS N =
28.79
CB-B
EX.
RIM = 36.90
CB-H
RAISE RIM TO
EL = 38.73
RIM
= 34.91
8"
CNC NE=35.45
8"
CNC E=32.81
6"
PVC S =
35.65
CB-1
CB-C
RIM
= 33.09
EX.
RIM = 36.96
12"
CNC NE
= 29.29
RAISE RIM TO
EL = 37.96
CB-J
INSTALL SOLID LID
RIM
= 35.42
6"
PVC N =
35.56
8"
CNC N =
33.80
CB-D
TO BE
REMOVED
CB-K
TO BE
REMOVED
RIM
= 35.64
RIM
= 35.91
6"
PVC S =
34.49
8"
CNC E =
34.31
CB-E
CB
-
L
EX.
RIM = 35.67
RIM
35.90
RAISE RIM TO
EL = 36.07
8"
CNC W =
34.10
6"
PVC E=33.97
8"
CNC NE=33.78
8"
CNC W =
33.85
CB-F
RIM
= 35.17
12"
CNC E
30.62
12"
CNC N
30.72
12"
CNC S`,
- 31.12
R-344319
By: Date:
By: Date:
By: Date
By: Date
4
REVISED PIPE SIZES PER CITY
CJ
HPG
3
BID RELEASE
_ _ ----_
REVISED DRIVE-IHRU
AJ
IH
2
AJ
IH
1
REVISED PER CITY COMMENT LETTER DATED 2/19/08
AJ
IH
-
PRE -APPLICATION MEETING
AJ
IH
NO.
REVISION
BY
APPR.
04/29/08
03/31/08
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CITY OR RENTON
17>EPAR-117MENT 01= PUBLIC WORKS
03/18/08
DESKMD
HPG
1 31 08
/ /
CRJ
DATE
03/ 10/08
DRAWN
CHECKED
HPG
SCALE 1"=20'
01/02/08
DATE
APPROVED
HPG
DIRECTOR OF PUBLIC WORKS
FILE NO. LUA 03-
FIELD BOOK PAGE
SHEET C6 OF 14
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