HomeMy WebLinkAboutR-396108SEC. 14, TWP 23 N, R5E W.M.
T
(.0
(3)
C'M
0
LEI
Q
II
LU
O
0
a
LU
5
w
Q
z
E. TOE FACE 1'TALL 1'WIDE CMU WALL (TYP.)
NE9 COR
BRICK PA —
1 'WIDE
3.3'TALL
STEM WALL X FFE=387.5'
WEST END OF UTILITY PAINT MARKINGS
APPROX. LOCATION OF WATER MAIN
NOTES:
1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND
CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL LIMITS
AND LOCATIONS MAY VARY TO FACILITATE SITE
CONDITIONS AND CONSTRUCTION ACTIVITIES. ADDITIONAL
EROSION CONTROL MEASURES MAY BE REQUIRED AS
DEEMED NECESSARY BY THE CITY OF RENTON
INSPECTOR.
2. ALL EXISTING BUILDINGS, FENCES, AND OTHER
STRUCTURAL IMPROVEMENTS IDENTIFIED WITHIN THE
CLEARING LIMITS SHALL BE REMOVED AND PROPERLY
DISPOSED PRIOR TO CLEARING. A SEPARATE DEMOLITION
PERMIT SHALL BE SUBMITTED AND APPROVED BY THE
CITY FOR ANY BUILDING OR STRUCTURE REMOVAL.
3. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED
FOR TEMPORARY STORM WATER COLLECTION AND
CONVEYANCE CONTROLS IN CONJUNCTION WITH
NECESSARY TEMPORARY BMP'S DURING CONSTRUCTION.
ALL PERMANENT STORM DRAIN FACILITIES ACTIVE
DURING CONSTRUCTION SHALL BE CLEANED AND/OR
REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL
PROJECT CLOSEOUT.
4. ALL TREES WITHIN THE CLEARING LIMITS, EXCEPT AS
NOTED TO BE PROTECTED SHALL BE REMOVED.
5. ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED AS DEEMED NECESSARY BY THE CITY OF
REN TON.
6. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW
PERVIOUS SURFACE THAT AT PROJECT COMPLETION WILL
NOT BE COVERED BY IMPERVIOUS SURFACE OR
INCORPORATED INTO A DRAINAGE FACILITY MUST BE
PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL
SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE
MAXIMUM EXTENT FEASIBLE.
7. ANY DUFF LAYER OR TOPSOIL REMOVED DURING
GRADING SHALL BE STOCKPILED ONSI TE IN A
DESIGNATED, CONTROLLED AREA NOT ADJACENT TO
PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL
SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE
WHERE FEASIBLE.
8. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR
THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR
UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO
MITIGATE FOR LOSS OF MOISTURE -HOLDING CAPACITY IN
ACCORDANCE WITH THE REQUIRED SOIL AMENDMENTS ON
SHEET C1.02. CONTRACTOR SHALL PROVIDE METHODS
AND MATERIALS FOR SOIL AMENDMENT TO PROJECT
ENGINEER AND/OR LANDSCAPE ARCHITECT FOR
APPROVAL PRIOR TO CONSTRUCTION.
9. WATERING FOR DUST CONTROL MEASURES SHALL BE
PERFORMED AND PROVIDED BY THE CONTRACTOR AS
NECESSARY.
10. CLEARING, GRADING, AND RELATED ACTIVITIES FOR THIS
PROJECT ARE SUBJECT TO THE APPLICABLE CONDITIONS
OF THE DEPARTMENT OF ECOLOGY'S CONSTRUCTION
STORMWATER GENERAL PERMIT (CSWGP). A COPY OF
THE LETTER FROM THE DOE GRANTING COVERAGE UNDER
THE CSWGP SHALL BE PROVIDED TO THE CITY PRIOR TO
ANY CONSTRUCTION ACTIVITIES DISTURBING MORE THAN
ONE ACRE OF THE SITE. NPDES PERMIT NO.
WAR-305741.
420
ar'I� 15
420
Q,
Q � OF SEWER MAIN
I� L
390
EXIST. GRADE
cn
390
8" PVC IE=378.69
360
360
330
330
CROSS SECTION A
SCALE: 1 "=30'
STA. 2+37.92
'BWFNC CONT'S N.
GA TE
1'xl' CMU WALL — WEST
CONT'S E. ALONG FENCE
16'F
16 ",18'; 20'F
V_
420 c�,4 15'420______
p
Q OF SEWER MAIN
I � I
W i w
390 EXIST. GRADE � � 390
800 PVC SS—.�<�I IE=379.53
38`-�
360 360
330 330
CROSS SECTION B
SCALE. 1 "=30'
NOTE:
DISTURBED AREA SHALL BE
HYDROSEEDED AND RESTORED IN -KIND
CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/
CONSULTANTS , CONSTRUCTION RECORD DRAWINGS ACS 27
Site Planning - Civil Engineering ,
Land Use Consulting - Project Management
11431 WILLOWS RD. NE, SUITE 120
REDMOND, WA 98052
Phone: (425) 285-2390 1 FAX: (425) 285-2389 Know what's below.
www.cphconsuItants.com N0. REVISION BY DATE
sht n 901R CPH Cnnciiltnntc I I C All Riahtc RPRPY\/afI Call before you dip.
STA. 3+85.48
J B S
SURVEYED:
VITCH EVANS
JBS
DESIGNED:
JAVIE SCHROEDER
DRAWN:
PETER EVANS
CHECKED:
VJH
AP P R
APPROVED:
xxx
SCALE:
1 " = 30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SEE C1.02
x � Ilk, I
�I
I- TALL CONCRETE— ^ `
RUBB�WALL
I ,
CROSS SECTION C
SCALE: 1 "=30'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
r T eI� I
SEE C1.01
MY OF
RENTON
•
Planning/Building/Public Works Dept.
CONSTRUCTION NOTES
OSTABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN
215.10 ON SHEET C1.100.
OTREE PROTECTION FENCE PER DETAIL ON SHEET C1.101.
OSILT FENCE PER COR STD. PLAN 214.00 ON SHEET C1.100.
OAPPROX. LIMIT OF GRADING, SEE TYPICAL CLEARING LIMITS
DETAIL ON SHT. C1.101.
OCONSTRUCTION FENCING PER DETAIL ON SHEET C1.101.
OINTERCEPTOR SWALE PER COR STD. PLAN 217.10 ON
SHEET C1.100.
O7 CHECK DAM AND SPACING PER COR STD. PLAN 217.40.
O12" TEMP. CULVERT, APPROX. LENGTH AND SIZE PER PLAN,
S=27. MIN.
OGRAVEL CONE FILTER AND RISER PER DETAIL ON SHEET
C1.101.
S1.0 CY MIN. QUARRY SPALLS AT PIPE OR DITCH INLET OR
OUTFALL.
11 CATCH BASIN FILTER PER COR STD. PLAN 216.30 ON
SHEET C1.100
12 TEMP. SED. POND PER DETAIL ON SHEET C1.101.
13 PERMANENT STORM DRAINAGE IMPROVEMENTS UTILIZED
WITH TESC MEASURES, SEE SHT. C2.00 FOR DETAILS.
LEGEND
—X X X— SILT FENCE
TREE PROTECTION FENCING
CONSTRUCTION FENCING
TEMPORARY INTERCEPTOR DITCH
WITH ROCK CHECK DAM
SD PERMANENT SD FACILITY
(SEE NOTE 3)
RIP-RAP/QUARRY SPALL PAD
O CATCH BASIN INLET PROTECTION
TEMPORARY CULVERT
PROTECT EXIST. TREE,
0 SEE TREE PROTECTION DETAIL ON
SHEET C1.101
STA. 6+10.49
ASS OVAL
AR
CONSTRUCTION RECORD DRAWING
N THE AS —BUILT INFORMATION SHOWN
ON THIS PLAN IS PER A FIELD SURVEY
0 30 60 PERFORMED AND DATA PROVIDED BY
AXIS SURVEY & MAPPING AND/OR
R-396108 PLAN IN FEET RECORD ITH�RMATION CON CONTRACTOR
PROVIDEDBY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MEADOWVUE
ROADWA Y GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS
TESC PLAN
7/25/18
FIELDBOOK:
PAGE:
DRAWING N0:
C1.03
8 43