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CONCRETE
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CAST IRON COVER AND RING MARKED 'SD'
6' (TYP) 5.1'
241.70
238.02
ALL SIDES
FRAME &GRATE --� RIM - 242.9- UfIUTY VAULT 3 -SIDED BOX SYSTEM FRAME & GRATE
RIM -231.5
W/ VENT HOLES 5' TOTAL INSIDE DEPTH W/ VENT HOLES
RIM EL = FFE -0.11'
BUILDING OR
REMOVABLE TEST PLUG
GARAGE SLAB
SLOTTED STEEL ASPHALT CONC PAVING
-01 (TY•p) W/ LOCK SEE DETAIL THIS SHEET
WATER QUALITY DESIGN
SrORMWATER SURFACE
Q)
FINISH GRADE
GE
-.'
6' TEE SECTION W/
FFE <
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CT
C7
MIN
MIN
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TOP OF FREEBOARD 234.83 _
INLET FROM
OPEN TOP & BOTTOM
OUTLET TO
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RAW SPUTTER
DISCHARGE LINE
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en
D.I. PIPE SIZED AS NECESSARY
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IE 233.83 ✓
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CONCRETE-
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FIBER JOINT FILLER.,
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I' , I SEDIMENT STORAGE
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IE 230.
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45' BEND
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SEE PLAN FOR I.E.
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..... .:1 a.: ... ., .. „ ... r
AND PIPE SIZE
NOTES:
1. 36' X 10' VAULT (INSIDE CLEAR DIMENSION).
45' SEND OR WYE
ACO KS100S TRENCH DRAIN
SYSTEM
2. UTILITY VAULT 3 -SIDED BOX SYSTEM OR 01NN APPROVED PRECAST VAULT.
OR APPROVED EQUAL
3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND OBTAIN ANY REQUIRED BUILDING
NTS
COMPACTED
NITS
PERMITS PRIOR TO COMMENCING CONSTRUCTION. COORDINATE WITH COR.
NTS
Storm Drainage Cleanout
1
SUBGRADE Trench
Drain
2
Water Quality Wet Vault
a
OPEN BAFFLE OP e& IBOT.
- -- - -
Surface Water Drainage Notes and Specifications
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FRAME &GRATE
CB TYPE 2 PER
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Y
Q
PER CDR 8020 242.58
CDR 8027
1,
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER,
O a
3
RIM 44}&
48' DA
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE `STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY
REMOVABLE WATER
- - --
WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE Cltt OF RENTON PUBLIC WORKS DEPARTMENT.
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_
TIGHT CAP
3.
THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS
M+-1
DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
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1
SURFACE WATER UTILITY SECTION.
-.-
m
REMOVABLE
4.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SfM WHENEVER CONSTRUCTION IS IN PROGRESS
INFLOW
CLFANOUT PORT
S
-
5.
DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS
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o
-� ---- --
(TYP OF 2) <o 18' DIA
TO WET VAULT
-
ARE NOTED ON THE PLANS.
a
SEE PLAN FOR [E'S \ 8'
6.
ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY
1 ° CIA
233.83
- '-
MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
A
IE 23338 ✓ 1�
IE
"
_
7.
ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS
_9
23230^
OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
1
0
B.
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 PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILTTY SECTION.
8' BYPASS LINE.. z •
. 1 5/8° ORIFICE
9.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 08.3(1) OF THE CURRENT STATE
T, 111.111,Al
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR
SOUD BOTTOM (PROVIDE
THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE
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MAINTENANCE ACCESS) "'
.`
-
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 % 17OR PAVEMENT AND STRUCTURAL FILL AND 90 % OTHERWISE PER
Z
' .'
ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL HE 6 INCHES OVER AND UNDER PVC PIPE.
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10.
GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT a1 OR BETTER INSIDE AND OUTSIDE.
NOTES:
1. PIPE SUPPORTS (2 MIN): 3' X 0.090' ALUMINUM W/ 5/8"
STAINLESS BOLTS
-
11.
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.
2. PROVIDE STAINLESS STEEL BOLTS W/ SPACERS (4 MIN.) TO
TO OUTLET STANDPIPE.
CONNECT BAFFLE
Imo\ .I
�.� �
12.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL
ASBUILT
Type
NTS
Z CB w/ Flow Splltter
J
,7
Vaned Grate
13.
OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON
PLANNING /BUILDING /PUBLIC WORKS ADMINISTRATOR,
3
14.
ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND
MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 10 %PASSING;
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P
2 - 4 INCH ROCK / 30 - 40 % PASSING AND
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LESS THAN 2 INCH ROCK / 10 - 20 %PASSING.
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15.
ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER
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a
OR SURFACE WATER UTILITY SECTION, AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE
10305 Canyon Rd. E. 21516 a�
CITY UPON COMPLETION.
Puyallup, WA 98373 F aisr[�-O
ss
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(253)845 -0048 L u++as
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16,
ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION
°
Al LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION, FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE
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PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
Cell S Working Days
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17.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER
NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF
< B :fore q You DI GI
WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC
• p\
CONTROL PLAN APPROVE BY THE PUSUC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSOOT STANDARD SPECIFICATIONS
��
1 -07 -23 TRAFFIC CONTROL SHALL APPLY.
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18.
SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA).
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rl 0011111M
19.
THE FOOTING DRAINAGE SYSTEM AND THE ROOF DOWNSPOUT SYSTEM SHALL NOT BE INTERCONNECTED UNLESS SUCH CONNECTION IS AT LEAST 1 FOOT
MOW,
BELOW THE FOOTING DRAINAGE SYSTEM AND DOWNSLOPE OF THE BUILDING FOUNDATION. ROUTE FTG DRAINS THROUGH A CB PRIOR TO CONNECTION.
LA 7�i� TT�i �7r PL LC
l � E1VGI EERING, rLLC
20.
PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILTDES TO ENSURE SEDIMENT OR OTHER HAZARDOUS MATERIAL DO NOT ENTER THE STORM
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DRAINAGE SYSTEM.
Rm338006
to
7936 SEWARD PARK AVENUE S.
21.
PRIOR TO FINAL INSPECTION AND ACCEPTANCE OF STORM DRAINAGE WORK, PIPES AND STORM DRAIN STRUCTURES SHALL BE CLEANED AND FLUSHED. ANY
SEATTLE, WASHINGTON 98118
OBSTRUCTIONS TO FLOW WITHIN THE STORM DRAIN SYSTEM, (SUCH AS RUBBLE, MORTAR AND WEDGED DEBRIS), SHALL BE REMOVED AT THE NEAREST
STRUCTURE. WASH WATER OF ANY SORT SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM OR SURFACE WATERS.
PH: 206.725.1211 FAX: 206.973.5344
22.
DRAINAGE PIPE WITHIN THE RIGHT OF WAY WITH LESS THAN 2 FEET OF COVER SHALL BE DUCTILE IRON.
wrs
• Checked for Compliance to City Standards
Surface Water Drainage Notes and Specifications
Id
23.
CONTRACTOR SHALL FIELD VERIFY I.E. AT All CONNECTIONS TO EXISTING. IF MEASURED I.E. DOES NOT MATCH I.E. SHOWN
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• , /�!''A.xA". „� �T �,
ON THESE DRAWINGS, CALL ENGINEER PRIOR TO COMMENCING CONNECTION.
Zonatta Townhomes
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10
10 -04
-2007
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2210 NE 10th St
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Details & Notes
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