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FIRE
HYDRANT KEY NOTES. BS BOTTOM TSTEP
NEIIIII
FETING CITY OF RENTON FIRE DEPARTMENT TS TOP OF STEP
U1 PROVIDE STORZ FITTING M
REQUIREMENTS ON EXISTING FIRE HYDRANT. TW TOP OF WALL d,
' °t
Fj] PROVIDE 3' CLEAR ZONE AROUND FIRE HYDRANT. REMOVE ALL STORM DRAIN CLEANOUT
VEGETATION. EXCAVATE AS REQUIRED TO PROVIDE CONCRETE PAD.
r --.- i Don%Anr A'YA' rnN(wr PAD AROUND THE EXISTING FIRE HYDRANT. nco UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS
VEGETATION-1�
SEE LANDSCAPE PLANS
FACE OF EXISTING
BUILDING
GRASS SURFACING.
SEE LANDSCAPE PLANS
EXISTING GROUND
EXISTING
CATCH BASIN
NOTES:
1. REGRADE TO PROMOTE POSITIVE
DRAINAGE FROM FACE OF BUILDING TO
EXISTING STORM DRAIN STRUCTURES.
ELEVATION AT BUILDING FACE SHALL BE
6" MIN. BELOW FINISH GRADE.
CONCRETE MOW STRIP,J
E
�CAPE PLANS
SLANDSCTION AT SOUTHEAST BUILDING CORNE,
NO TO OSACLE
KEY NOTES
O ADJUST RIM/LID TO FINISH GRADE.
O NOT USED
3 ADJUST RIM/LID TO 1' BELOW FINISH GRADE. PROVIDE
o E.
DETECTABLE TRACER WIRE.
4 SDCB 110, TYPE 1, DI GRATE OPENINGS SHALL
o "
BE LESS THAN 3/8
RIM= 412.90
IE= 409.76 (12" E)
N-170215.66
E-1302232.35
O
O6 CONNECT TO EXISTING STORM DRAIN MANHOLE
= "W
NEW IE- 408.66 (12 )
CONTRACTOR TO VERIFY EXISTING LOCATION, SIZE, DEPTH,
MATERIAL AND SLOPE PRIOR TO ORDERING MATERIALS AND
CONSTRUCTING.
7 O CONNECT FOOTING DRAIN TO EXISTING STORM STRUCTURE.
CONTRACTOR TO VERIFY EXISTING LOCATION, SIZE, DEPTH,
MATERIAL AND SLOPE PRIOR TO ORDERING MATERIALS AND
CONSTRUCTING.
IE= 418.99 (W)
IN# 66
ic- 4416.72d! !r1
G) "
10
D
46. 1 i cq !c„ r1
SIB -9 REM
MA 'Ab AN- PRIOR % ORDERING MOrTERIAL6 ANB
O11 REPLACE EXISTING CONCRETE SIDEWALK, SEE SHEET C1.1 FOR 5
DEMOLITION. C4.1
12 CONCRETE MOW STRIP, SEE LANDSCAPE PLANS.
0 13 SDCB 11Z TYPE 1
W/ SOLID LOCKING LID
RIM= 416.25
CONNECT TO FOOTING DRAIN
IE= 414.09 (8" NE,E)
N-170151.29
E-1302460.55
14 31 LF 8" SD 0 0.60%
0 15 CONNECT TO UNDERDRAIN W/ WYE CONNECTION
IE= 413.91
O16 CONNECT FOOTING DRAIN TO EXISTING STORM STRUCTURE.
CONTRACTOR TO VERIFY EXISTING LOCATION, SIZE, DEPTH,
MATERIAL AND SLOPE PRIOR TO ORDERING MATERIALS AND
CONSTRUCTING.
IE= 412.55 (W)
17 PROVIDE SHALLOW SWALE (4" DEEP, MEASURED FROM
ELEVATION OF MOWSTRIP). PROVIDE POSITIVE DRAINAGE TO
EXISTING CATCH BASIN
O18 ADJUST EXISTING FIRE HYDRANT ELEVATION. THE ABOVE
GRADE HYDRANT FITTI SHALL BE 2 -INCHES ABOVE FINISHED
GRADE PER DETAIL 3
C4.1
S- 3 6410
BID SET
HOtiI WAL• NAD 1983/1991
DATU M
Checked for Compliance to City Standards
19 CONNECT TO EXISTING STORMIJNE yy=
IE=416.82 (4' W)
20 14 LF 4" SD 0 0.5% MIN.
(SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT)
o21 CONNECT TO EXISTING STORM DRAINAGE MANHOLE
IE-=
416.30 (4 E)
O22 LF 4" SD 0 0.5% MIN.
SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT)
23 REPLACE CURBING IN-KIND REPLACE ASPHALT CONCRETE
PAVEMENT, PER DETAIL / a l
C4.1
n24 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW
PREVENTOR PER DETAIL SEE SHEET L2.3 FOR
4
IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES.
25 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW
PREVENTOR PER DETAIL SEE SHEET L2.1 FOR
4
IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES.
26 30 LF 8' SD 0 1.90%
GENERAL NOTES R = 364714
1. SEE LANDSCAPE PLANS FOR UNDERDRNNS, MOW STRIPS, AND ADDITIONAL SITE
FEATURES.
2. FOR PIPE TRENCHING AND BACKFILL SEE e
C4.1
3. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED
BY THE KING COUNTY 2009 DRAINAGE MANUAL UNLESS OTHERWISE NOTED.
4. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS.
SUBGRADE ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED.
REFER TO SHEET L1.6 TOPSOIL KEY PLAN FOR TOPSOIL DEPTHS.
5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING
GRADES AT INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING.
6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO
CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO
BE IN ERROR.
7. SEE ARCHITECTURAL PLANS FOR STAIR, RAMP, BLEACHER SEATING AND HANDRAIL
DETAILS, SECTIONS AND NOTES. SEE ARCHITECURAL PLANS FOR WALL DETAILS,
SECTIONS AND NOTES.
8. PROVIDE FOOTING DRAIN BEHIND SITE RETAINING WALL CONNECT TO STORM STRUCTURE.
SEE ARCHITECTURAL DETAIL 14 & 15 ON SHEET A5.1.
9. SEE SHEET C2.2 FOR STANDARD DRAINAGE NOTES.
10. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE
PROPER SUBGRADES.
4rn1.
im%�I'q�
��ftIST
sIONALyCs
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
NOTICE TACOMA • SEATTLE
ALUA1 N OF TMS 00°'""E"t sWL MAUR 1W 2215 North 30th Street, Suite 300, Tacoma, WA 98403
TMs DD wff DOES Not Da1DOAiE is N MWM FM ug
0"IR" N 253.383.2422 TEL
abs ff. Im DOaNr
DIXY Fat TME MrEcr WM N X M &= 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
WISNDrmeE=MWAR r+E MM
/0mm 10 ,w►T aN m w Om mw- 206.267.2425 TEL
DATE:
NELSEN MIDDLE SCHOOL SITE IMPROVEMENTS APRIL 2013_
•• CITY OF�THaDewv-
RENTON SCHOOL DISTRICT P_
� RENTON Na
• Dept. GRADING STORM DRAINAGE AND UTILITY PLAN C2.1
Planning/Building/Public Works p �
sHr. 7 O 12
A I I INNAAlI I -NN I I I
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O
SCALL
AS NOTED
1
O
V1
1
x
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OW WCH
AT FULL SCALE
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SCAB A�NMY
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FlERST
NO.
REVISION
BY
DATE
APPR
D. GAVIN
BID SET
HOtiI WAL• NAD 1983/1991
DATU M
Checked for Compliance to City Standards
19 CONNECT TO EXISTING STORMIJNE yy=
IE=416.82 (4' W)
20 14 LF 4" SD 0 0.5% MIN.
(SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT)
o21 CONNECT TO EXISTING STORM DRAINAGE MANHOLE
IE-=
416.30 (4 E)
O22 LF 4" SD 0 0.5% MIN.
SEE LANDSCAPE PLANS FOR CONTINUATION AT VAULT)
23 REPLACE CURBING IN-KIND REPLACE ASPHALT CONCRETE
PAVEMENT, PER DETAIL / a l
C4.1
n24 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW
PREVENTOR PER DETAIL SEE SHEET L2.3 FOR
4
IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES.
25 IRRIGATION DOUBLE CHECK VALVE ASSEMBLY/BACK FLOW
PREVENTOR PER DETAIL SEE SHEET L2.1 FOR
4
IRRIGATION SERVICE AND ASSOCIATED APPURTENANCES.
26 30 LF 8' SD 0 1.90%
GENERAL NOTES R = 364714
1. SEE LANDSCAPE PLANS FOR UNDERDRNNS, MOW STRIPS, AND ADDITIONAL SITE
FEATURES.
2. FOR PIPE TRENCHING AND BACKFILL SEE e
C4.1
3. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED
BY THE KING COUNTY 2009 DRAINAGE MANUAL UNLESS OTHERWISE NOTED.
4. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS.
SUBGRADE ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED.
REFER TO SHEET L1.6 TOPSOIL KEY PLAN FOR TOPSOIL DEPTHS.
5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING
GRADES AT INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING.
6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO
CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO
BE IN ERROR.
7. SEE ARCHITECTURAL PLANS FOR STAIR, RAMP, BLEACHER SEATING AND HANDRAIL
DETAILS, SECTIONS AND NOTES. SEE ARCHITECURAL PLANS FOR WALL DETAILS,
SECTIONS AND NOTES.
8. PROVIDE FOOTING DRAIN BEHIND SITE RETAINING WALL CONNECT TO STORM STRUCTURE.
SEE ARCHITECTURAL DETAIL 14 & 15 ON SHEET A5.1.
9. SEE SHEET C2.2 FOR STANDARD DRAINAGE NOTES.
10. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE
PROPER SUBGRADES.
4rn1.
im%�I'q�
��ftIST
sIONALyCs
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
NOTICE TACOMA • SEATTLE
ALUA1 N OF TMS 00°'""E"t sWL MAUR 1W 2215 North 30th Street, Suite 300, Tacoma, WA 98403
TMs DD wff DOES Not Da1DOAiE is N MWM FM ug
0"IR" N 253.383.2422 TEL
abs ff. Im DOaNr
DIXY Fat TME MrEcr WM N X M &= 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
WISNDrmeE=MWAR r+E MM
/0mm 10 ,w►T aN m w Om mw- 206.267.2425 TEL
DATE:
NELSEN MIDDLE SCHOOL SITE IMPROVEMENTS APRIL 2013_
•• CITY OF�THaDewv-
RENTON SCHOOL DISTRICT P_
� RENTON Na
• Dept. GRADING STORM DRAINAGE AND UTILITY PLAN C2.1
Planning/Building/Public Works p �
sHr. 7 O 12
A I I INNAAlI I -NN I I I
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