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HomeMy WebLinkAboutR-419539L0
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IASPHALT ROADWAY
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A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE
SANITARY SEWER MANHOLE 16 4 °AS -� c s
`ip RIM=416.46 %- /
IE=409.28, 8"PVC N 6� % k
�1IEE=g409.24, 88"1PVCj S e N� W W
N4iDVER-EAS "r �-W NE 9TH PL �,� o 1,bb
N FWND 2" BRASS DISK IN CASE PLANT SCHEDULE
T ° _ ° o — o — o\ o — o — o — o \—CADOEa-€RST- - - _ x W WITH 'X; DOWN 0.6't
6 CHN LNK FNC
—+2r. — — — _ — — — — — ss — ss — ss — ss — Ss — ss sS — ss — / w 3 �'�' 0.06' EAST OF CALCULATED CENTERLINE
ss (0210612020)
/\ 9I TREES CODE QTY BOTANICAL NAME COMMON NAME
3
LYN
SANITARY SEWER MANHOLE N F-- as as — \b.yy Q x \613S
i i
/ i / I RIM=422. 5 TT T z STREET SIGN
o '�� \ II 1E=414.0 8"PVC E I 5� 3 a
IE=414.14, 6-PVC S 4 x m O
IE=414.06, 8"PVC NW STORM CATCH BASIN \�, I z 33" CEDAR RP=12
z m \ I FLOW E44T I TYPE II 416. 3 0 � � STORM CATCH BASIN GLTR 12 GLEDITSIA TRIACANTHOS INERMIS SHADEMASTER LOCUST
LADDER SOUTHWEST I RIM=41765 �\ / 3 i RIM=416.11
\ to I 111 I IE=412.36, 12"CPP E I 1 i IE=4,3.51, 8"CONC E SHADEMASTER'
\ CONGA RET. WALL \ IE=413.54, 8"CONC W
\z I IE=412.35, 12"CPP SSE __
VVV���o I, IE=412.72, 6"PVC SW lRAFFlC�ILI, CAMERA P I, 3 9 `
19
o IE=412.40, 12"CPP W l 1 3 \I
/ i o °y\ ,\ \ I \ I LADDER SOUTH 41
'��J�`'`z' \ T I 6' WOOD FENCE
bz f \ \ \ \ \ ro \ N STORM CATCH BASIN �• /
, \ \ \ N N RIM=416.30 � g, R ' 3
\ �\ \ \ \ g z \ I IE=412.59, 12"CPP N I I y Os D SD SOD 193,224 SF LAWN SOD
\ \ IE=41255 12"CPP W STORM CATCH BASIN1111
RIM=416.27
IE=413.46, 6-CONC SE Qn a / kk STORM MANHOLE
// 9 NORTHEAST PLANTING z RIM=416.33
^ �r}-.�I�I{' 3 IE=411.26, 12"PVC N
\!}� L IE=411.06, 12"PVC NE
PLAN ENLARGEMENT I \ �°°11 =6 3 41 .9 , IE=411.23 12-PVCS
—
/ IE=6"CONC NW
LADDER
EAST
6' CHN LNK FNC _ 6'CHN LNK FNC I S I "E OOL
CONC WA _
'48 26'6g,�g"� \ \ • • • , Z " SANITARY SEWER MANHOLE
RIM=416.04
STORY
ULT
VA�P•....' Y IE=408.05, 87PVCN
\- - - - - / �V CONTROL ':.':.7:.. ":..:: 5.......... IE=40Z78, 8"PVC S
'� ---- l \ TR FICto
\ , \ \ \ .............. .... .. •....... " .•.:•:.... IE=40778, 8"PVC W
\ :.. �•::... .. \ \TOP OF \CMP.F�1, 3RDC.. 7"TB• ':: ':::.::.: FLOW SOUTH
\IE OF 6" DO�?JTURN�D: : PREP i •:.7. '.::.: I l� LADDER EAST
/ S(OTTOM LIP bF\ I-
.......
.':::.:,::.:.':.'.':.'.':.'.:'.'.:'.'.:'.'.:'.':.•.".':.':. `'° / .: \ WAZER EL=411.4 '... . • :M • OL ':.
o ` V NE 9TH ST
m41625
.
-+3,� _ / / / / I I I ........................... ...... ........... .::/ ': [ADDER. 0`... ..�':.
..... ..... ..
/ •r:::: r:::::
+� `— / , � / .:.�'::::::::: ': Nis •::.1' ::::. 1'
..:.:
........ ................. ..... ....
- - - .:: �: .......::: '.::::::::: '........"PRESCHOOL.."
3
_ / /--
..... .... .
I � 4151
3 I
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------/ 41. J
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::::::::::::::::......:.........................:...................... 6 COMPACTED
4 : r. x
::....::.......:::::::: :':::::::::...... '..:.:; ::::::: / ::'::':..... ' x I A DEPTH IMPORT
..............:::::::::::::::::::.............:`::::::.:::::.............::::::::::.... ' ............ :.::::.:':'r�:: : #:'.; :: :
...................::::............................:::::.........................:::::...: ............::.....:..... TOPSOIL AT SOD
::............................::.............................. ...........
�......... ............... �.........
I
1
10 SOUTHWEST PLANTING
L3.2 PLAN ENLARGEMENT I
?_ _
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NOTE:
— — _ —
SET ROOT CROWN
— =
AT OR SLIGHTLY
ASPHALT
_
—
A/ � 7T/7 // ST
" •
I
' I
ABOVE FINISH GRADE.
2" DEEP MULCH
TRUNK PROTECTOR 4" C.P.P.
RING AROUND
- IN LAWN AREAS
— —
—
TREE TRUNKS IN
TREE ROOTBALL
—
HYDROSEED AREAS
_
4" C.P.P. WATERING EQ
E FINISH GRADE
SLEEVE FILLED WITH
r PLANTING SOIL BACKFILL
PEA GRAVEL (TYP)
/ (SFF SPFCS)
0 20 40 80
SCARIFY SUBG
GRAPHIC SCALE ��� () SEE PLANS FOR
ADJ. SOIL TYPES
FIBER OPTIC MON
A,A35
SANITARY SEWER MANHOLE
RIM=414.22
/ IE=40712, 81PVC N
IE=40714, 8-PVC E
m I IE=40709, 87PVC S
FLOW SOUTH
LADDER WEST
Ss — SS — SS — SS — SS
1' -4' CHAIN LINK FENCE
f 2 STORM CATCH BASIN
RIM=413.18 gyp`
1 IE-409.8L 6"CONC E / \
0.� IE=409.35, 8"CONC W SD \
`3• RP=3 s� /
STORM CATCH BASIN
1IM=411.52
IE=410.17, 6"GONG SW
sa
STORM CATCH BASIN
SOLID LID
RIM-41379
IE=410.14, 6"CONC NE
-410.49, 67PVC S
IE=409.89, 87PVC SW
8" RP=7
y r
7` TRAFFIC LIGHT,
I Q PED. CROSS LIGHT,
-,,.ZED. CROSS SIGN
�6" RP-6.5
"DO NOT
II ENTER"
_-�"DO NOT
ENTER"
I�a
I'ti
w
I
(D
1 6" RP-6.5
i
"BIKE
v�LANE"
, 8" RP-10
a
6"
`RP-10
0 1
�SA ARY SEWER MANHOLE
RIM-412.00
IE=406.36, 8-CONC S
IE=406.40, 8"CONC NW
- LADDER NORTHEAST
0 1
7
RP-8
g\P-7
1
"BUS
--STOP"
"20 MPH"
SCHOOL ZONE
AND CAMERA
CONTINUOUS OUTER ROW OF
AREA FOR SPACING PLANTS SPACED 'P' ON CENTER
ADJUSTMENT AND SET BACK FROM THE
PLANTING BED EDGE 2/3 'P'
+ + 2/3 ,P,
+ 7 + (EDGE OF PLANTING BED
+ +
+ + + + + + + +
+_+/VV\+_+ +
+ + + +
TRIANGULAR SPACING WITHIN 2/3 'P'
PLANTING BED SPECIFIED PLANT SPACING='P'
INDIVIDUAL PLANTS REPRESENTED AS: +
SAMPLE PLANTING BED
• ---------
•---------
•---------T\
<11
,\
CENTER OF
PLANT MASS
SQUARE FOOTAGE
PER PLANT
TRIANGULAR GROUNDCOVER SPACING
NOTE: I III
REMOVE ALL BURLAP AND WIRE FROM ROOTBALL AFTER TRIANGULAR PLANT DIST. BETWEEN I SQUARE FOOTAGE
PLACING IN PIT. SPACING = P PLANT ROWS = R AREA PER PLANT
1.000 (1299) 0.866 1 0.866
LAWN AREAS,
OUTSIDE OF
BALLFIELD OUTFIELD
Tf=nll CUDIID P. C14
GROUNDCOVER
AREAS, SEE
SECTIONS.
SOD
CONT CAL / SIZE DETAIL
B & B 3" CAL / 14-16' H 4
L3.1
FINISH GRADE AT SOD LAWN
TO BE FLUSH WITH TOP OF
CURB OR WALK EXCEPT
WHERE NOTED ON PLANS
SUBGRADE (SEE NOTES)
TOPSOIL, ROTOTILL 2"
DEPTH OF TOPSOIL INTO
TOP 67
OF SUBGRADE
PRIOR TO ADDING
REMAINING TOPSOIL
TOPSOIL ROTOTILLED
W/SUBGRADE
ROTOTILLED
SUBGRADE
85% COMPACT SUBGRADE
TOPSOIL INSTALLATION NOTES:
1. ROTOTILL SUBGRADE TO A 6" DEPTH.
2. PRIOR TO INSTALLATION OF TOPSOIL, REMOVE ALL DEBRIS INCLUDING CEMENT;
CONSTRUCTION DEBRIS; QUARRY SPALLS; AND OTHER MATERIALS DELETERIOUS TO
PLANT GROWTH. OBTAIN APPROVAL OF FINISH SUBGRADE PRIOR TO PLACING TOPSOIL.
3. FINISH SUBGRADE SHALL BE SMOOTH, UNIFORM, AND FREE OF RUTS OR TRACKS.
REMARKS
ROOTBALL MIN. 32"DIA X 19"DEEP,
ACCEPTABLE CONTAINER SIZES #45,#65,#95/100,
MATCHED SIZE & FORM, LIMBED TO 6' A.G.
LAWN TOPSOIL INSTALLATION SECTION OUTSIDE OF BALLFIELD-
SCALE : 1" = 1'-0"
2X CONTAINER DIA.
'i
TOP DRESS
r- W o FERTILIZER
`_' 2" MULCH OVER
ENTIRE SHRUB
°`� " ° AREA INCLUDING IN
FINISH GRADE w o v BETWEEN PLANTS
45�T'1'F ' j/�j��j���
FINISH GRADE 2" DEPTH MULCH III III —
SCALE : N. T. S.
80 ORNAMENTAL FENCE
& CONC. MOWSTRIP
SEE PLANS) '6"MIN. DEPTH
FOR ADJACENT — — — _ — TOPSOIL UNDER
SOIL TYPES — — — — ROOTBALL AT
PLANTING SOIL 2 x ROOTBALL DIAMETER PARKING LOT
BACKFILL (SEE SPECS) ROUND PIT
NOTE:
REMOVE ALL BURLAP FROM ROOTBALL AFTER, OR REMOVE
FROM CONTAINER PRIOR T0, PLACING IN PIT.
�LSHRUB PLANTING DETAIL
SCALE : N. T. S.
NOTE: SHRUBS &
GROUND COVER
NOT SHOWN
NOTE: REMOVE BURLAP
i AND WIRE FROM SIDES
J OF ROOTBALL AFTER
PLACEMENT IN HOLE.
� NOTE:
SET ROOT CROWN
AT OR SLIGHTLY
ABOVE FINISH GRADE.
TREE ROOTBALL
4 FERTILIZER TABLETS
4" C.P.P. WATERING 2" DEEP MULCH
SLEEVE FILLED WITH HOLD DOWN 3"
PEA GRAVEL (TYP) FROM TOP OF CURB
2%
41
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III I -
.
�rK�,� 1917 �PEGS)
SCARIFY SUBGRADE 4" CORRUGATED = III —III
COMPACT SUBGRADE TO 95% PERFORATED (PP)LATERAL DRAINLINE
OF MAX. DRY DENSITY (TYP)
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TYP. LAWN AREA TREE PLANTING DETAIL -
SCALE : 1 /2" = 1'-0"
GROUNDCOVER SPACING DETAILS.
SCALE : N. T. S.
TREE PLANTING AT CENTER ENTRY PLANTER CROSS SECTION -
SCALE: 1 /2" = 1'-0"
CONSTRUCTION SET
Copyright©2022 — Bruce Dees & Associates (All Rights Reserved)
CADD filename: R:\DRAKINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\13 — CONST. SET\17501—L3.1—L3.2.DWG # Xrefs: (DIESEL evaluation failed) # Plotted: 4.07.22-13.25 By.(rvissia) BID #:
L11
R-419539
Sheet 39 of 40