HomeMy WebLinkAboutR-40480600
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0 25' 50' 100'
TESC POND 1
SURFACE AREA AT TOP POND = 9,200 SF OF
SURFACE AREA AT BOTTOM = 5,200 SF
TOP OF POND = 371.10
F REST TERRACE PLAT MAX WATER SURFACE = 370.10
O BOTTOM OF POND = 366.60
IE OF RISER = 366.60
=
A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. ORIFICE DIAMETER 3.81"
SCALE: 1 =50' CITY OF RENTON, KING COUNTY, WASHINGTON
CLEARING LIMITS DALPAY PROPERTIES
\ 778800-007o I I II I ALONG SILT FENCE I I L L C 0423059234
\ I FENCE PO T SHELL HAVE A I DALPAY JAMES W JR DALPAY PROPERTIES L L C
\ MINIMUM 5' HORIZONTAL DIAZ JOHN M & TRICIA E I TRACT B
334510-0511 I --'
INSTALL BRIGHT ORANGE 334510-0510 •..•'' '
CLEARANCE ON EITHER SIDE 3345100450 DALPAY JAMES W JR TREE PROTECTION ISILT FENCE AS SHOWN PER EX SHED I EX SHED
DO NOT DISTURB DO NOT DISTURB
OF THE OLYMPIC PIPELINES. 334510-0460 FENCING SEE SHEET I DETAIL SHEET 7 I
68 FOR DETAILS
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TREE PROTECTION / / \ \ --
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0 1" '•.. _,. _/ I...\.\� _ _ �i / ...CHECK DAM SEE SHEET $............ BE OCATE AS NEED TO I \\ --� . _�- I I \
cy)I '.. \., \-. `►e -. o �' ACCOMM DATE CONSTRUCTION I \ ..... / / I I I \
of I - _�;.. FOR DETAIL I j _ ..�' / / I I
\ SEQUEN ING. SIZED FOR 2.0/./.. \ -------- /•/ i. .' ;_
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TREE PROTECTION \•. . \.\ . /..,,.... �... TEMPORARY 12 .......r---/ _�..:.
FENC NG SEE SHEET STORM PIPE INSTALLED I - ��
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ASBUILT TESC PLAN
68 FOR DETAILS \ ABOVE GRAGE ..''!: I . 3j. �--.. PROPOSED PERMEABLE /. : /
- _ _ i, _BARRIER LOCATION / / .•'
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LEGEND:
PROPOSED SILT FENCE
PROPOSED ORANGE
SAFETY FENCE
PROPOSED CLEARING LIMITS
PROPOSED TEMPORARY
DITCHES W/ CHECK DAMS
PROPOSED TEMPORARY
STORM PIPE
PROPOSED CONSTRUCTION
ENTRANCE
PROPOSED CONTOURS---330----
PROPOSED KEYSTONE WALL C
EXISTING TREE TO REMAIN0
EXISTING MAJOR CONTOUR ' ' •330• • • • • •
EXISTING MINOR CONTOUR .. 332• • • ' '
TREE PROTECTION KEYNOTE
PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO
WHICH TREES ARE BEING COUNTED AND THOSE WITH
POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE
REFERENCE THE TREE RETENTION PLAN ON SHEET 57 TO
68 .
(D TREE PROTECTION FENCE*
DRIPLINE DELINEATED
SPECIAL KEYNOTE:
*PER THE TREE PROTECTION PLAN/REPORT PREPARED BY TREE SOLUTIONS
INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND
MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION
FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES. PLACEMENT
OF TREE PROTECTION IS BASED OFF OF EXISTING DRIPLINES AND MINIMUM
LIMIT OF DISTURBANCE SPECIFIED IN THE TREE PROTECTION REPORT. A
CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO
INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY
OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE
RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION
REPORT PREPARED BY TREE SOLUTION INC FOR MORE DETAIL. APPROVED
TREE PROTECTION PLAN IS LOCATED ON SHEETS 57 TO 68.
NOTE:
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY BY THE CITY OF RENTON INSPECTOR.
BENCHMARK
FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN
DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE
0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017)
HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11)
NAD '83/'11 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30
CONSTRUCTION SEOUENCE:
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC
SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED
NOTICE OF CONSTRUCTION SIGN).
3. CONTACT OLYMPIC PIPE LINE AND PUGET SOUND ENERGY AND
NOTIFY THEM CONSTRUCTION ACTIVITY HAS BE BEGUN.
4. CONTACT SEATTLE PUBLIC UTILITIES TO ASSIST IN LOCATING
MERCER ISLAND WATER MAIN WITHIN UNION AVE NE. NOTIFY
ENGINEER OF UTILITY CONFLICTS.
5. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO
INITIALIZE TREE PROTECTION WALK THROUGH PRIOR TO ANY
ONSITE CLEARING.
6. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE PROTECTION.
7. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
8. CONSTRUCT STORM FACILITY OUTFALL PRIOR TO ONSITE WORK.
9. GRADE AND INSTALL CONSTRUCTION ENTRANCE.
10. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER,
ETC.).
11. CONSTRUCT SEDIMENT PONDS AND TRAPS.
12. GRADE AND STABILIZE CONSTRUCTION ROADS.
1 I RECORD DRAWINGS AS BUILT
Me
REVISION
FENCING DETAIL SEE ALONG -NGPE FENCE
SHEET 68.
13. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES,
PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND
GRADING FOR PROJECT DEVELOPMENT.
14. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH
APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
MANUFACTURER'S RECOMMENDATIONS.
15. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW
MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE
CITY'S EROSION AND SEDIMENT CONTROL STANDARDS.
16. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN
SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING
THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST,
PLASTIC SHEETING OR EQUIVALENT.
17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN
DAYS.
18. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE
THAN 30 DAYS.
19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS
MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
TJS
1/12/22
BJT
SURVEYED:
DESIGNED:
TJS
DRAWN:
TJS
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
BJT
SCALE:
1 "=50'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL• NAVD 1988
HORIZONTAL' NAD 1983/1991
DATU M
INSTALL NGPE FENCE EX POWER POLE ----�;-
AS SHOWN PER DETAIL
TO BE REMOVED. " '..
SHEET 7. ALL UTILITIES TO BE 1 i
FACILITIES & UNDERGROUND ALONG I \
OPERATIONS CTR 1 \
042305-9069 PROJECT FRONTAGE.
SPECIAL NOTE:
• NO SITE DRAINAGE SHALL RUNOFF ONTO
ADJACENT PROPERTIES. SILT FENCE
REQUIRED ON ALL DOWNSLOPES.
• ACCESS TO PERKINS HOUSEHOLD SHALL BE
MAINTAINED AT ALL TIMES.
\ 1/\Tr_
ALL EX ONSITE UTILITIES, STORM,
WATER AND SEWER TO BE REMOVED
UNLESS OTHERWISE NOTED.
EARTHWORK QUANTITIES
CUT-100,000 CY
FLL-100,000 CY
(EARTHWORK QUANTITIES ARE FOR PERMITTING
PURPOSES ONLY. CONTRACTOR SHALL VERIFY
EXACT QUANTITIES PRIOR TO CONSTRUCTION.)
CITY OF
[;Rl RENTON
Planning/Building/Public Works Dept.
i
r CONSTRUCT STORM OUTFALL
PRIOR TO ONSITE CONSTRUCTION.
d. SEE SHTS 23 THROUGH 25 FOR
I DETAILS.
EX 36" MERCER ISLAND
WATER LINE (TYP)
EX POWER POLE TO
BE REMOVED. POWER
TO BE RELOCATED
UNDERGROUND ALONG
PROJECT FRONTAGE.
EX GUARD RAIL (TYP)
I TO BE REMOVED
-INSTALL BRIGHT ORANGE
SILT FENCE AS SHOWN PER
DETAIL SHEET 7
STABILIZED CONSTRUCTION
ENTRANCE SEE DETAIL
ON SHEET 7
NE 27TH PL
EX SHED
TO BE REMOVED
`-CLEARING LIMITS
EX 36" MERCER ISLAND
WATER LINE (TYP)
EX POWER POLE TO
BE REMOVED. POWER
TO BE RELOCATED
= UNDERGROUND ALONG
PROJECT FRONTAGE.
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R-40480Q
IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne
ASBUILT TESC PLAN
FOREST TERRACE PLAT
PULTE GROUP, INC
3535 FACTORIA BLVD S.E., #600
BELLEVUE, WA 98006
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DATE:
2/7/2022
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PAGE:
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DRAWING NO:
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SHEET: 6 OF: 89
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