HomeMy WebLinkAboutP_Civil and Landscape Plans_220708_v2SE 3RD PL
SE 138TH PL
SE 6TH PL
SE 7TH PL
SE 142ND ST
SE 141ST PL
SE 140TH PL
SE 139TH PL
SE 138TH PL
SE 2ND LN
156TH AVE SESHADOW PLACE SETOLEDO AVE SEROSARIOPL SE152ND AVE SE154TH AVE SE150TH PL SE149TH PL SEPL SESE 142
N
D
P
L
SE 142
N
D
P
L
SE 4TH PL
SE 5TH PL
MAPLEWOOD PARK
CT1234
12 11 STORM
TRACT
5
6
710
9
8
SE 5TH PL
SE 5TH PL154TH AVE SE152ND AVE SE153RD AVE SENW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
R
Call 811two business daysbefore you dig
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
13818 152ND AVE SE
RENTON, WA 98059TED-XX-XXXX07/08/2022
10MAPLE HIGHLANDSLUA22-XXXXXXC22-XXXXXXPR22-XXXXXXSURVEY NOTES:
ABBREVIATIONS:
BPE BUILDING PAD ELEVATION
BSBL BUILDING SETBACK LINE
BW BOTTOM OF WALL ELEVATION
CB CATCH BASIN
CIP CAST-IN-PLACE
CL CENTER LINE
COR CITY OF RENTON
CPEP CORRUGATED POLYETHYLENE PIPE
CSBC CRUSHED SURFACING BASE COURSE
CSTC CRUSHED SURFACING TOP COURSE
DET DETAIL
DI DUCTILE IRON
EX EXISTING
HMA HOT MIX ASPHALT
L LENGTH
LF LINEAL FEET
ME MATCH EXISTING
NO NUMBER
POC POINT OF CONNECTION
R RADIUS
ROW RIGHT OF WAY
SD STORM DRAINAGE
SF SQUARE FEET
SS SANITARY SEWER
STD STANDARD
SW SIDEWALK
TW TOP OF WALL ELEVATION
TYP TYPICAL
W WATER
WQ WATER QUALITY
VICINITY MAP
SCALE: 1"=500'
CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED
A ROU ND ACT IVE PSE G AS AND ENERG IZED P SE E LECTRIC FACIL ITI ES THAT
ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH
PSE TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SHALL
IM PLEMENT SAFETY PRO CEDURES PER PSE REQUI REMENTS. CO NT RACTO R
SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES ARE IN PLACE TO
M A I N T A I N S E R V I C E T O C U S T O M E R S T H R O U G H O U T C O N S T R U C T I O N .
EXISTING LEGEND AND SURVEY NOTES WERE
PREPARED BY THE SURVEYOR AND ARE SHOWN
HEREON FOR REFERENCE ONLY. REFER TO THE
SURVEY PREPARED BY KPFF, DATED 01/28/22,
FOR ALL SURVEY INFORMATION.
PROJECT
LOCATION
SHEET INDEX
SHEET NUMBER SHEET TITLE
C0.0 COVER SHEET
C1.0 BOUNDARY AND TOPOGRAPHIC SURVEY
C2.0 OVERALL PLAT PLAN
C3.0 UTILITIES PLAN
C4.0 DRAINAGE CONTROL PLAN
C5.0 STREET CROSS SECTIONS
L1.01 TREE RETENTION PLAN
L1.02 TREE TABLE
L2.01 LANDSCAPE PLAN
L2.31 LANDSCAPE DETAILS
C0.0COVER SHEET
1
SITE INFORMATION:
JURISDICTION:CITY OF RENTON
PARCEL NUMBERS:1463400020
1463400021
GROSS SITE AREA:181,167 SF (4.16 AC)
PUBLIC ROW:42,064 SF (0.97 AC)
NET SITE AREA:139,103 (3.19 AC)
EXISTING ZONING:R-4 (4 DU/AC)
ALLOWED LOTS:12 LOTS
(3.19 AC X 4 DU/AC =12.8)
MAX NET DENSITY:4 DU/AC
DENSITY PROPOSED:3.8 DU/AC
DESIGN STANDARDS:
MIN LOT AREA:9,000 SF
MIN LOT WIDTH:70'
MIN WIDTH CORNER LOT:80'
MIN LOT DEPTH:100'
FRONT SETBACK:30'
STREET SETBACK:30'
SIDE YARD SETBACK:20' COMBINED
7.5' MIN
REAR YARD SETBACK:25'
REAR IF CORNER LOT:REAR CAN BE SIDE SETBACK IF CORNER LOT
MAX IMPERVIOUS:50%
MAX LOT COVERAGE:35%
MAPLE HIGHLANDS
RENTON, WASHINGTON
PROJECT TEAM
OWNER:
CONNER HOMES
CONTACT: ARON GOLDEN
12600 SE 38TH STREET
BELLEVUE, WA 98006
PHONE: (888) 302-1252
SURVEYOR:
KPFF CONSULTING ENGINEERS
CONTACT: JEREME CHAPMAN, PLS
612 WOODLAND SQUARE LOOP SE,
SUITE 100
LACEY, WA 98503
PHONE: (360) 292-7230
ENGINEER:
KPFF CONSULTING ENGINEERS
CONTACT: JEREMY FEBUS, PE
1601 5TH AVE, SUITE 1600
SEATTLE, WA 98101
PHONE: 206-622-5822
LANDSCAPE:
CORE DESIGN INC.
CONTACT: JOSHUA BEARD, PLA
12100 NE 195TH STREET,
SUITE 300
BOTHELL, WA 98011
PHONE: (425) 885-7877
GEOTECH:
THE RILEY GROUP, INC.
CONTACT: KRISTINA WELLER, PE
17522 BOTHELL WAY NE
BOTHELL, WA 98011
PHONE: (425) 415-0551
SITE PLAN
SCALE: 1"=60'
07/07/2022
612 Woodland Square Loop SE,
Suite 100
Lacey, WA 98503
360.292.7230
www.kpff.com
612 Woodland Square Loop SE,
Suite 100
Lacey, WA 98503
360.292.7230
www.kpff.com
612 Woodland Square Loop SE,
Suite 100
Lacey, WA 98503
360.292.7230
www.kpff.com
612 Woodland Square Loop SE,
Suite 100
Lacey, WA 98503
360.292.7230
www.kpff.com
28+0029+0031+0032+0033+0051+0052+0053+0068+0069+0071+0072+0073+0074+001
11,580 SF
2
10,042 SF
3
9,652 SF
4
10,453 SF
12
10,591 SF 11
10,127 SF STORM TRACT
21,129 SF
5
9,942 SF
6
9,013 SF
7
9,010 SF
10
9,182 SF
9
9,198 SF
8
9,079 SF
30.0'(TYP)25.0'
(TYP)12.5'25.0'(TYP)10.0'(TYP)7.5'
10.0'
(TYP)
7.5'5525.0'(TYP)12.5'STA 10+00.06 SE 139TH PL=
STA 30+00 152ND AVE SE
STA 12+97.68 SE 139TH PL=
STA 50+00 153RD AVE SE
STA 16+59.47
SE 139TH PL=
STA 70+00
154TH AVE SE
10+00 11+00 12+00 13+00
14+00
15+00
16+00 17+00 18+00
R=25'
(TYP)
26.0'
20' EMERGENCY VEHICLE
ACCESS EASEMENT
15' SANITARY SEWER EASEMENT
TO BE RELINQUISHED
5.0'
(TYP)
8.0'
(TYP)
10' PUGET POWER
EASEMENT TO BE
RELINQUISHED
A
C5.0
B
C5.0
C
C5.0
SE 138TH PL
152ND AVE SE153RD AVE SE154TH AVE SESE 5TH PL
30.0'
(TYP)
Δ=4°41'07"
L=21.51'
R=263.00'
16.5'
16.5'
E
C5.0
D
C5.0
60.0'
60.0'80887110191
115 126
55126115
13556
70
53
17 5 55 12514614110480 70 70 8071888080
11015770701511451407.5'12.5'10.0'20.0'4030.0'
(TYP)
3 230.0'(TYP)70
70
57 24 53
37
30.0'
(TYP)
10.0'
(TYP)30.0'
(TYP)
SE 5TH PL 30.0'(TYP)TREE TRACT=2,115 SF
TREE TRACT BOUNDARY
80126
393
780115
SE 5TH PL 20.0'10.0'10.0'7.5'
N88°24'24"W
105.85'
N83°43'16"W
230.49'
N88°21'14"W
297.68'N00°32'11"E251.91'37.0' ROW
DEDICATION
53.0' ROW
DEDICATION
56.0' ROW
DEDICATION
53.0' ROW
DEDICATION
NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
R
Call 811two business daysbefore you dig
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
13818 152ND AVE SE
RENTON, WA 98059TED-XX-XXXX07/08/2022
10MAPLE HIGHLANDSLUA22-XXXXXXC22-XXXXXXPR22-XXXXXXC2.0OVERALL PLAT PLAN
3
SITE INFORMATION:
JURISDICTION:CITY OF RENTON
PARCEL NUMBERS:1463400020
1463400021
GROSS SITE AREA:181,167 SF (4.16 AC)
PUBLIC ROW:42,064 SF (0.97 AC)
NET SITE AREA:139,103 (3.19 AC)
EXISTING ZONING:R-4 (4 DU/AC)
ALLOWED LOTS:12 LOTS
(3.19 AC X 4 DU/AC =12.8)
MAX NET DENSITY:4 DU/AC
DENSITY PROPOSED:3.8 DU/AC
DESIGN STANDARDS:
MIN LOT AREA:9,000 SF
MIN LOT WIDTH:70'
MIN WIDTH CORNER LOT:80'
MIN LOT DEPTH:100'
FRONT SETBACK:30'
STREET SETBACK:30'
SIDE YARD SETBACK:20' COMBINED
7.5' MIN
REAR YARD SETBACK:25'
REAR IF CORNER LOT:REAR CAN BE SIDE SETBACK IF CORNER LOT
MAX IMPERVIOUS:50%
MAX LOT COVERAGE:35%
0
1 INCH = 40 FEET
20'40'80'
LEGEND
PROPERTY LINE
ROW LINE
ROAD CENTERLINE
SETBACK LINE
EASEMENT
CONCRETE PAVEMENT
AND SIDEWALK
ASPHALT PAVEMENT
07/07/2022
SE 138TH PL
152ND AVE SE153RD AVE SE154TH AVE SESE 5TH PL
SE 5TH PL
SSMH-48" SADDLE MANHOLE
RIM (ME)=385.52
EX 8" DI IE=376.29 (N)
8" PVC IE=376.29 (E)
8" PVC IE=376.19* (S)
*REPLACE EX PIPE RUN TO
SSMH TO SOUTH SSMH-48"
RIM=384.56
8" PVC IE=380.22 (E)
8" PVC IE=380.12 (W)
SSMH-48"
RIM= 385.57
8" PVC IE=382.61 (S)
SSMH-48"
RIM=385.09
8" PVC IE=380.66 (E)
8" PVC IE=380.56 (W)
SSMH-48"
RIM=387.41
8" PVC IE=383.50 (E)
8" PVC IE=383.40 (W)
SSMH-48"
RIM (ME)=388.68
EX 8" PVC IE=384.38 (S)
8" PVC IE=384.28 (W)
CONNECT TO EX WATER MAIN
EX SSMH
RIM=385.55
8" PVC IE=376.08* (N)
EX 8" DI IE=376.10 (S)
*REPLACE EX PIPE RUN
TO SSMH TO NORTH
EX FIRE HYDRANT
TO BE RELOCATED
1" WATER METER (TYP)
6" SEWER STUB (TYP)
FIRE HYDRANT
4" BLOWOFF ASSEMBLY
EX SANITARY SEWER
MAIN TO BE REROUTED
THROUGH SE 5TH PL
CONNECT TO
EX WATER MAIN
WATER SERVICE DEAD END FOR
FUTURE 153RD AVE SE EXTENSION
SEWER SERVICE DEAD
END FOR FUTURE 153RD
AVE SE EXTENSION
EXISTING SSMH TO REMAIN
SSMH-48"
RIM=385.76
8" PVC IE=385.96 (S)
REPLACE EX SSMH
NEW SANITARY SEWER
MAIN EXTENSION TO
EDGE OF ROW
IMPROVEMENTS
EX SANITARY SEWER
MAIN TO BE REROUTED
THROUGH SE 5TH PL
NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
R
Call 811two business daysbefore you dig
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
13818 152ND AVE SE
RENTON, WA 98059TED-XX-XXXX07/08/2022
10MAPLE HIGHLANDSLUA22-XXXXXXC22-XXXXXXPR22-XXXXXXC3.0UTILITIES PLAN
4
0
1 INCH = 40 FEET
20'40'80'
LEGEND
PROPERTY LINE
ROW LINE
ROAD CENTERLINE
LOT LINE
EASEMENT
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
WATER METER
GATE VALVE
FIRE HYDRANT
WATER BEND WITH THRUST
BLOCKING
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 2)
SANITARY SEWER MANHOLE
FLOW DIRECTION
CLEANOUT
07/07/2022
3
BPE 386.4
376376376390
38
4
386
388
392
394388
38
6
386386386 3863863863
8
6 3861
BPE 388.4
2
BPE 387.4
4
BPE 385.0
12
BPE 386.0
11
BPE 386.1
5
BPE 385.4
6
BPE 386.1
7
BPE 386.4
10
BPE 387.0
9
BPE 386.6
8
BPE 386.3
SE 138TH PL
152ND AVE SE153RD AVE SESE 5TH PL
SE 5TH PL
154TH AVE SEROCKERY
ROCKERY
CIP RETAINING WALL
CB #12
RIM=385.50
12" CPEP IE OUT=382.32 (SE)
CB #11
RIM=385.81
12" DI IE IN=382.18 (NW)
12" DI IE OUT=382.18 (E)CB #5
RIM=384.51
12" DI IE OUT=381.15 (N)
CB#4
RIM=384.32
12" DI IE IN=381.01 (S, W)
12" DI IE OUT=381.01 (E)
CB #1
RIM=383.68
12" DI IE OUT=381.03 (W)CB #2
RIM=383.68
12" DI IE IN=380.91 (W)
12" DI IE OUT=380.91 (SE)
CB #3
RIM=384.53
12" DI IE IN=380.73 (NW)
12" DI IE IN=380.73 (W)
12" DI IE OUT=380.73 (E)
CB #6
RIM=385.28
12" CPEP IE IN=380.55 (W)
12" CPEP IE IN=380.55 (S)
12" CPEP IE OUT=380.55 (E)
CB #7
RIM=385.31
12" CPEP IE OUT=380.79 (N)
CB #8
RIM=386.82
12" CPEP IE IN=379.30 (W)
12" CPEP IE OUT=379.30 (S)
CB #9
RIM=390.91
12" DI IE OUT=388.16 (E)
CB #10
RIM=390.98
12" DI IE IN=388.03 (W)
EX 18" CPEP IE IN =387.47 (N)
EX 18" CPEP IE OUT =387.47 (S)
CONTROL STRUCTURE
RIM=385.25
12" CPEP IE OUT=378.75 (E)
CB #16
RIM=382.64
12" CPEP IE IN=378.52 (W)
12" CPEP IE OUT=378.52 (E)
27 LF 12" CPEP @ 0.5%
28 LF 12" DI @ 0.5%48 LF 12" DI
@ 0.5%
22 LF 8" DI @ 0.5%
40 LF 12" DI @ 0.5%
36 LF 12"
CPEP @ 0.5%
20 LF 12"
CPEP @ 1.0%
150 LF 12"
CPEP @ 1.5%
47 LF 12"
CPEP @ 1.5%
15 LF 12" CPEP @ 0.7%
26 LF 12" CPEP
@ 0.7%
27 LF 12" DI @ 0.5%TW 385.70BW 381.67TW 385.73BW 379.53TW 385.75BW 377.34T
W
3
8
5
.
7
5
B
W
3
7
9
.
5
2
TW
3
8
5
.
4
5
BW
3
8
1
.
0
0
T
W
3
8
5
.
4
5
B
W
3
8
5
.
0
0
TW
3
8
5
.
4
5
B
W
3
7
4
.
0
8TW 385.45BW 374.08T
W
3
8
8
.
5
5
B
W
3
8
8
.
5
5
TW
3
9
1
.
2
5
B
W
3
8
9
.
0
1
TW
3
9
3
.
6
3
B
W
3
8
9
.
0
0 TW 396.00BW 390.00TW 387.16BW 387.16386TOP OF POND 385.45
BOT OF POND 374.08
INTERIOR SLOPES 3:1
EX CB
RIM=382.40
12" CPEP IE IN=378.34 (W)
EX 4" PVC IE IN=378.99 (NE)
EX 18" CPEP IE IN=378.38 (N)
EX 18" CPEP IE OUT=378.34 (S)
TREE TRACT BOUNDARY
24 LF 12"
CPEP @ 1.5%
CB #14
RIM=386.85
12" CPEP IE IN=378.94
12" CPEP IE OUT=378.94 380
376378382
384
386
TW 388.49BW 374.08CB #15
RIM=382.89
12" CPEP IE IN=378.67 (W)
12" CPEP IE OUT=378.67 (E)
15 LF 12" CPEP @ 0.7%
232 LF 12" DI @ 0.5%
5.0' WIDE BERM
NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
R
Call 811two business daysbefore you dig
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
13818 152ND AVE SE
RENTON, WA 98059TED-XX-XXXX07/08/2022
10MAPLE HIGHLANDSLUA22-XXXXXXC22-XXXXXXPR22-XXXXXXC4.0DRAINAGE CONTROL PLAN
5
0
1 INCH = 40 FEET
20'40'80'
APPROXIMATE EARTHWORK QUANTITIES
APPROXIMATE EARTHWORK QUANTITIES WERE ESTIMATED USING A GRID
VOLUME METHOD AND AUTOCAD CIVIL 3D SOFTWARE. THE FOLLOWING
VALUES ARE ESTIMATE PROVIDED TO ILLUSTRATE GENERAL EARTHWORK
EFFORTS BASED ON AVAILABLE EXISTING TOPOGRAPHIC SURVEY AND
FINISHED GRADE DESIGN DATA, AND DOES NOT INCLUDE ESTIMATED
EARTHWORK VOLUMES THAT WOULD BE DISPLACED OR OTHERWISE
OCCUPIED BY STRUCTURE, FOUNDATION, AND PAVEMENT SECTIONS OR
TRENCH BACKFILL:
FILL: 12000 CY
CUT: 2000 CY
NET: 10000 CY (FILL)
THE CONTRACTOR SHALL USE THEIR OWN MEANS AND METHOD TO
ESTIMATE EARTHWORK QUANTITIES.
LEGEND
PROPERTY LINE
ROW LINE
ROAD CENTERLINE
LOT LINE
EASEMENT
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
WATER METER
GATE VALVE
FIRE HYDRANT
WATER BEND WITH THRUST
BLOCKING
CATCH BASIN (TYPE 1)
CATCH BASIN (TYPE 2)
SANITARY SEWER MANHOLE
FLOW DIRECTION
CLEANOUT
07/07/2022
2:1
MAX
5.0'
SIDEWALK
8.0'
LANDSCAPING
10.0'
TRAVEL LANE
10.0'
TRAVEL LANE
3.0'
SLOPE TO
EX GRADE
5.0'
SIDEWALK
8.0'
LANDSCAPING
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
5.0'
SIDEWALK
8.0'
LANDSCAPING
13.0'
TRAVEL LANE
13.0'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
13.0'
A
C2.0
SE 5TH PL - SECTION (WEST)
SCALE: 1"=5'
C
C2.0
153RD AVE SE - SECTION
SCALE: 1"=5'
B
C2.0
SE 5TH PL - SECTION (EAST)
SCALE: 1"=5'
ROW
ROW
ROW ROW
℄
⅊
⅊
℄
℄
26.5'26.5'
23.5'13.5'26.5'26.5'
2.0%2.0%1.5%
2.0%2.0%1.5%
2.0%2.0%1.5%1.5%
53.0'
53.0' - 56.0' (VARIES)
37.0'
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102 CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
D
C2.0
152ND AVE SE - SECTION
SCALE: 1"=5'
E
C2.0
154TH AVE SE - SECTION
SCALE: 1"=5'
16.5'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
ROW
℄30.0'
2.0%1.5%
60.0' ROW
16.5'
TRAVEL LANE
8.0'
LANDSCAPING
5.0'
SIDEWALK
ROW
℄30.0'
1.5%
60.0' ROW
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102 (TYP)
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101 (TYP)
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101
CEMENT CONCRETE
SIDEWALK PER COR
STD DET 102
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
PER COR STD DET 101
0.5'0.5'
0.5'0.5'0.5'0.5'
0.5'0.5'
2" CLASS 1/2 HMA
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
2" CLASS 1/2 HMA
2" CLASS 1/2 HMA
4" ATB
6" CRUSHED ROCK
SUBGRADE PREPARATION PER
RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT BY THE
RILEY GROUP, DATED JUNE 4, 2021
2" CLASS 1/2 HMA
2.0%
2" CLASS 1/2 HMA
NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
R
Call 811two business daysbefore you dig
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
MAPLE HIGHLANDS
13818 152ND AVE SE
RENTON, WA 98059TED-XX-XXXX07/08/2022
10MAPLE HIGHLANDSLUA22-XXXXXXC22-XXXXXXPR22-XXXXXXC5.0STREET CROSS SECTIONS
6
07/07/2022
1234567891011121314151617181920212223242526272829303132333435363738394042434445464748495051525354555657596061626364656667686970717273747778798082838485878889909192939495969798991001011021031041051061071081091101111121131141151161171181191201211221238681767558N101N102N103N104N108N109N111N117N118N119N120N121N122N123N124N125N129N130N105N106N107N110N112N113N114N115N116N126N127N1281234111210796859,182 SF9,049 SF9,015 SF9,201 SF9,080 SF9,953 SF10,453 SF9,652 SF10,042 SF11,580 SF10,376 SF9,973 SF6'EXISTING TREE TO BERETAINEDCONTINUOUS CHAINLINKFENCINGONE SIGN PER 50'(MIN. OF 2 SIGNS)"NO TRESPASSING,PROTECTED TREES"VARIES,SEE NOTE 4POSTS AT 10' O.C. MAXEXISTING GRADENOTES:1.SEE ARBORIST REPORT FORADDITIONAL DETAILS ON TREEPROTECTION DURINGCONSTRUCTION.2.ALL TREE RETENTION AND LANDCLEARING ACTIVITIES TO FOLLOWRMC 4-4-130.3.ANY MODIFICATION TO FENCINGMATERIALS AND LOCATION MUSTBE APPROVED BY AN ISACERTIFIED ARBORIST.4.FOR ALL TREE TO BE RETAINEDWITHIN DEVELOPABLE AREA, TREEPROTECTION FENCING TO BEPLACED AT DRIPLINE PER RMC4-4-130.H.9.B.NOT TO SCALETREE PROTECTION FENCING DURING CONSTRUCTION12"6"15"3'-6"12"6'-0" O.C. MAX.4"X6" PRESSURE TREATED POST2"X6" PRESSURE TREATED RAILCONCRETE FOOTING - PITCH TO DRAIN (TYP.)FINISHED GRADERAILS ALTERNATE ON OPPOSITE SIDEOF POSTS AT EACH SECTIONCUT AT 45°(FACE TO FRONT)DRILL 12" HOLE FOR 12" X 9" GALV. CARRIAGEBOLT (TYP.)UNDISTURBED SOILNOT TO SCALETWO RAIL FENCE AROUND TREE TRACT1'-2"4"2"ELEVATIONSECTIONPLAN VIEW4" COMPACTED GRAVEL(TYP.)LEGENDEXISTING SIGNIFICANT TREESTO BE RETAINEDEXISTING SIGNIFICANT TREESTO BE REMOVEDOFFSITE TREESEXISTING TREES WITHIN R.O.W.,TO BE REMOVEDL1.01TREE RETENTION PLANEXISTING R.O.W. TREE TO BEREMOVED WITH FRONTAGEIMPROVEMENT (TYP.)EXISTING SIGNIFICANT TREETO BE RETAINED (TYP.)EXISTING SIGNIFICANT TREE TOBE REMOVED (TYP.)EXISTING TREE WITHIN PROPOSEDR.O.W. TO BE REMOVED (TYP.)SCALE 1" = 40'TREE RETENTION PLANBUILDING SETBACK (TYP.)PROPERTY LINE (TYP.)1.FOR MORE DETAILS ON INDIVIDUAL TREES, SEE ARBORIST REPORTPREPARED BY AMERICAN FOREST MANAGEMENT INC.2.ALL UNHEALTHY, INSIGNIFICANT AND NUISANCE TREES AREEXCLUDED FROM THE PLAN SET AND CALCULATION. FOR MOREINFORMATION ON THOSE TREES, PLEASE REFER TO THE ARBORISTREPORT.TREE RETENTION NOTESOFFSITE TREE (TYP.)R.O.W. (TYP.)TREE RETENTION CALCULATIONS11'-712"TREE PROTECTION FENCING DURINGCONSTRUCTION, SIGNAGE TO BEPLACED AT EVERY 50' (TYP.);SEE DETAIL HEREONNW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.RCall 811two business daysbefore you digCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAPLE HIGHLANDS13818 152ND AVE SERENTON, WA 980593-18-2022
10MAPLE HIGHLANDS
LUA22-XXXXXX C22-XXXXXXPR22-XXXXXXDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGPROJECT NO. 220287-8-20227PERMANENT TWO-RAIL FENCEAROUND TREE TRACT (TYP.);SEE DETAIL HEREON
TREE TABLE - EXISTING TREES TO BE RETAINED IN DEVELOPABLE AREA (17)TREE TABLE - EXISTING TREES TO BE REMOVED IN DEVELOPABLE AREA (38)TREE TABLE - EXISTING TREES TO BE REMOVED, WITHIN PROPOSED PUBLIC STREETS (67)NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.RCall 811two business daysbefore you digCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAPLE HIGHLANDS13818 152ND AVE SERENTON, WA 980593-18-2022
10MAPLE HIGHLANDS
LUA22-XXXXXX C22-XXXXXXPR22-XXXXXXDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGPROJECT NO. 220287-8-2022L1.02TREE TABLES8
TREESQTYBOTANICAL NAMECOMMON NAMESIZESPACING20CALOCEDRUS DECURRENSINCENSE CEDAR6` HT. MIN.AS SHOWN21CORNUS KOUSA `EDDIE`S WHITE WONDER`KOUSA DOGWOOD1.5" CAL. MIN.AS SHOWN8THUJA PLICATAWESTERN RED CEDAR6` HT. MIN.AS SHOWNSTREET TREESQTYBOTANICAL NAMECOMMON NAMESIZESPACING11ACER GINNALA `FLAME`FLAME AMUR MAPLE2" CAL. MIN.AS SHOWN29PYRUS CALLERYANA `CHANTICLEER`CHANTICLEER PEAR2" CAL. MIN.AS SHOWNSHRUB AREASQTYBOTANICAL NAMECOMMON NAMESIZESPACING13,984 SFR.O.W. LANDSCAPING-11,609 SFSTORMWATER POND LANDSCAPING-7,538 SFSTORMWATER POND PERIMETER LANDSCAPING-11,428 SFSTREET FRONTAGE LANDSCAPING-12131415161718192021222324252627281234111210796859,182 SF9,049 SF9,015 SF9,201 SF9,080 SF9,953 SF10,453 SF9,652 SF10,042 SF11,580 SF10,376 SF9,973 SFTREE DENSITY CALCULATIONSEXISTING SIGNIFICANT TREE TO BE RETAINED (TYP.);SEE SHEET L1.01-1.02 FOR DETAILSDECIDUOUS TREE (TYP.)CONIFER TREE (TYP.)6' HT. CHAINLINK FENCE WITHACCESS GATES (TYP.);PER RMC4-6-030.G.2ROCKERY WALL (TYP.);SEE CIVIL PLANS FOR DETAILSBUILDING SETBACK (TYP.)PROPERTY LINE (TYP.)R.O.W. (TYP.)PLANT SCHEDULEPROJECT NOTES1.STREET TREE PLANTING:STREET TREE LOCATION IS APPROXIMATE. ADJUST AS NEEDED DUE TO CONFLICT WITH UTILITIES, DRIVEWAYS, AND/OROTHER OBSTRUCTIONS ENCOUNTERED. ROOT BARRIER TO BE USED WITHIN ALL PLANTER STRIPS CONTAINING STREETTREES.2.TREES ARE TO BE OFFSET 10' MIN. FROM STORMWATER PIPES AND STRUCTURES, AND 5' MINIMUM FROM OTHER UTILITYPIPES AND STRUCTURES. A LICENSED CONTRACTOR TO VERIFY CLEARANCE REQUIREMENTS PRIOR TO PLANTING TREES,AFTER UTILITY INSTALLATION.3.ALL PLANT MATERIAL SHALL MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY PLANT STOCK (ANSI Z60.1)SCALE 1" = 40'LANDSCAPE PLANSTORMWATER POND LANDSCAPING (TYP.);DETAILS TO BE PROVIDED DURING FINAL DESIGNRETAINING WALL (TYP.);SEE CIVIL PLANS FOR DETAILS40'STREET TREE (TYP.);TO RECEIVE ROOT BARRIER2' MIN.ALL TREES TO BE 2'MIN. FROM HARDSURFACESALL TREES TO BE 10' MIN. FROMSTORMWATER PIPES AND STRUCTURES,AND 5' MIN. FROM OTHER WET UTILITIESSTORMWATER POND PERIMETER LANDSCAPING (TYP.);DETAILS TO BE PROVIDED DURING FINAL DESIGNR.O.W. LANDSCAPING (TYP.);DETAILS TO BE PROVIDEDDURING FINAL DESIGNSTREET FRONTAGE LANDSCAPING (TYP.);DETAILS TO BE PROVIDED DURING FINAL DESIGNNW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.RCall 811two business daysbefore you digCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAPLE HIGHLANDS13818 152ND AVE SERENTON, WA 980593-18-2022
10MAPLE HIGHLANDS
LUA22-XXXXXX C22-XXXXXXPR22-XXXXXXDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGPROJECT NO. 220287-8-2022L2.01LANDSCAPE PLAN95' MINTREE PROTECTION TRACTPERMANENT TWO-RAIL FENCEAROUND TREE TRACT (TYP.);SEE SHEET L1.01 FOR DETAILS
3'1 12 XROOTBALLDIMENSION1'DETAIL: PLANTING DECIDUOUS TREESTAKES SHALLEXTEND A MIN. OF 12"INTO UNDISTURBEDSOIL2 x ROOTBALL DIA.RUBBER HOSE AT TREE; HOSESHALL BE LONG ENOUGH TOACCOMMODATE 1 YEAR'SGROWTH AND BUFFER ALLBRANCHES FROM THE WIRE3 HARDWOOD STAKES OR OTHERAPPROVED MATERIAL; ALLSTAKES TO BE DRIVEN OUTSIDETHE ROOTBALLL, AT 120° SPACINGGALVANIZED WIRED OR CABLE;TWIST WIRE TO TIGHTEN ONLYENOUGH TO KEEP FROM SLIPPING(ALLOW FOR SOME TRUNKMOVEMENT)STAKING NOTES:PLANT TREE SO THAT THE TRUNKCROWN IS VISIBLE AT THE TOP OFTHE ROOTBALL; SET TOP OFROOTBALL FLUSH TO GRADE; DONOT COVER THE TOP OF THEROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACE INCONTACT WITH TRUNK4" HIGH EARTH SAUCER AROUNDEDGE OF PLANTING PITFINISH GRADEROUGHEN EDGES OF PITREMOVE ALL TWINE, WIREAND BURLAP FROM TOPHALF OF ROOTBALL; NONBIODEGRADABLE MATERIALSHALL BE REMOVEDCOMPLETELYTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOTPRESSURE TO AVOID SHIFTOF ROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTURBEDNATIVE SOIL PEDESTAL TOPREVENT SETTLINGPRUNE TREE AS DIRECTED INPLANTING NOTESDETAIL: PLANTING CONIFER TREEPLANT TREE SO THAT THETRUNK CROWN IS VISIBLE ATTHE TOP OF THE ROOTBALL; SETTOP OF ROOTBALL FLUSH TOGRADE; DO NOT COVER THE TOPOF THE ROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACEIN CONTACT WITH TRUNK4" HIGH EARTH SAUCERAROUND EDGE OFPLANTING PIT3'1 12 XROOTBALLDIMENSION1'FINISH GRADEREMOVE ALL TWINE, WIRE, ANDBURLAP FROM TOP HALF OFROOTBALL; NON-BIODEGRADABLEMATERIAL SHALL BE REMOVEDCOMPLETELYROUGHEN EDGES OF PITTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOT PRESSURETO AVOID SHIFT OF ROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTURBEDNATIVE SOIL PEDESTAL TOPREVENT SETTLINGNOT TO SCALENOT TO SCALEGROUNDCOVER2" LAYER OF MULCH; TAPER TOCROWNFINISHED GRADEROOTBALLTOPSOIL BACKFILL & FERTILIZERCUT NEW ROOT MASS TOSTIMULATE NEW ROOT GROWTHUNDISTURBED NATIVE SOIL2 X ROOTBALL DIA.1 12 XROOTBALLDIA.DETAIL: PLANTING GROUNDCOVEREQUALEQUALEQUALPLANTSPACING PERPLANT TYPE;SEESCHEDULENOTE:TO AVOID LANDSCAPE INTRUSION INTOPATHS, THE FOLLOWING PLANTING SPACINGOFF-SETS FROM EDGE OF ALL PATHS, DRIVES,ACCESS ROUTES, ETC. SHALL BE MET:GROUND COVER: 18"SMALL SHRUBS (UNDER 3' TALL): 30"MEDIUM SHRUBS (FROM 3' TALL TO 6'): 42"LARGE SHRUBS (OVER 6' TALL): 48"DETAIL: PLANT SPACINGNOT TO SCALENOT TO SCALENOT TO SCALE2 x ROOTBALL DIA.STAKES SHALL EXTEND A MIN. OF 1' INTOUNDISTURBED SOIL - SEE DECIDUOUS TREEPLANTING DETAIL FOR MORE INFORMATION1' MIN.1 12 xROOTBALLDIA.3' MIN.PRUNE TREE ASDIRECTED INPLANTING NOTESPLANT TREE SO THATTHE TRUNK CROWN ISVISIBLE AT THE TOP OFTHE ROOTBALL; SET TOPOF ROOTBALL ATSURFACE OF SLOPE; DONOT COVER TOP OF THEROOTBALL WITH SOILMIN. 2" MULCH; DO NOTPLACE IN CONTACT WITHTRUNK4" HIGH EARTH SAUCERAROUND EDGE OFPLANTING PITROUGHEN EDGES OF PITTAMP TOPSOILBACKFILL AROUNDROOTBALL BASE FIRMLYWITH FOOT PRESSURETO AVOID SHIFT OFROOTBALLPLACE ROOTBALL ONUNEXCAVATED/UNDISTURBED NATIVESOIL TO PREVENT SETTLINGBACKFILL - 2:1 MAX. SLOPEFILTER FABRIC1 MAN BOULDER. (3) PERTREE MIN. W/ FILTERFABRIC BEHIND TOPREVENT SOILWASH-THROUGH; BURY AMIN. OF 13 OF BOULDERBELOW EXISTING SLOPESURFACE FOR STABILITYNOTE ON SOIL STABILIZATION:SECURE ALL EXPOSED CUT AND FILLSLOPES ADJACENT TO NEW PLANTINGWITH HYDROSEED, BIODEGRADABLEEROSION CONTROL MESH OR MATTING,OR OTHER APPROVED METHODEXISTING GRADE;2:1 SLOPE MAX.NOT TO SCALEDETAIL: PLANTING CONIFER TREE ON SLOPEUPPER CUTSLOPE: 2:1MAX.REMOVE ALL TWINE, WIRE,AND BURLAP FROM TOPHALF OF ROOTBALL;NON-BIODEGRADABLEMATERIAL SHALL BEREMOVED COMPLETELYREMOVE ALL TWINE, WIRE, ANDBURLAP FROM TOP HALF OFROOTBALL; NON-BIODEGRADABLEMATERIAL SHALL BE REMOVEDCOMPLETELYTAMP TOPSOIL BACKFILLAROUND ROOTBALL BASEFIRMLY WITH FOOT PRESSURETO AVOID SHIFTING OFROOTBALLPLACE ROOTBALL ON UNEXCAVATEDSOIL/UNDISTURBED NATIVE SOIL TO PREVENTSETTLINGPRUNE TREE AS DIRECTED INPLANTING NOTESPLANT TREE SO THAT THE TRUNKCROWN IS VISIBLE AT THE TOP OF THEROOTBALL; SET TOP OF ROOTBALL ATSURFACE OF SLOPE; DO NOT COVERTOP OF THE ROOTBALL WITH SOILMIN. 2" MULCH; DO NOT PLACE INCONTACT WITH TRUNK4" HIGH EARTH SAUCERAROUND EDGE OFPLANTING PITROUGHEN EDGES OF PITBACKFILL - 2:1 MAX. SLOPEFILTER FABRIC1 MAN BOULDER. (3) PERTREE MIN. W/ FILTER FABRICBEHIND TO PREVENT SOILWASH-THROUGH; BURY AMIN. OF 13 OF BOULDERBELOW EXISTING SLOPESURFACE FOR STABILITYNOTE ON SOIL STABILIZATION:SECURE ALL EXPOSED CUT ANDFILL SLOPES ADJACENT TO NEWPLANTING WITH HYDROSEED,BIODEGRADABLE EROSIONCONTROL MESH OR MATTING,OR OTHER APPROVED METHOD.EXISTINGGRADE; 2:1SLOPE MAX.UPPER CUTSLOPE: 2:1MAX.RUBBER HOSE AT TREE; HOSESHALL BE LONG ENOUGH TOACCOMMODATE 1 YEAR'SGROWTH AND BUFFER ALLBRANCHES FROM THE WIRE3 HARDWOOD STAKES OR OTHERAPPROVED MATERIAL; ALL STAKESTO BE DRIVEN OUTSIDE THEROOTBALL, AT 120° SPACINGGALVANIZED WIRE OR CABLE;TWIST WIRE TO TIGHTEN ONLYENOUGH TO KEEP FROM SLIPPING(ALLOW FOR SOME TRUNKMOVEMENT)STAKES SHALL EXTEND A MIN. OF12" INTO UNDISTURBED SOIL1 12 xROOTBALLDIA.3' MIN.DETAIL: PLANTING DECIDUOUS TREE ON SLOPEPLANTSET CROWN OF PLANT ATFINISHED GRADE2" LAYER MULCH;TAPER TO CROWNSAUCER 2" HIGHFINISHED GRADEROOTBALLTOPSOIL BACKFILL &FERTILIZERROUGHEN ALL SURFACESOF PITCUT NEW ROOT MASS TOSTIMULATE NEW ROOT GROWTHUNDISTURBED NATIVE SOIL2 X ROOTBALL DIA.1 12 XROOTBALLDIA.DETAIL: PLANTING SHRUBNOT TO SCALEDETAIL: ROOT BARRIERNOT TO SCALENOTE:1. INSTALL PRODUCT PER MANUFACTURER'S SPECIFICATIONS.2. INSTALL PRODUCT A MINIMUM OF 3' BEYOND CENTER OF TREE IN EACHDIRECTION PARALLEL TO UTILITY LINE.3. ALL TREES LOCATED WITHIN CLOSE PROXIMITY TO UTILITIES TO RECEIVEROOT BARRIER.INSTALL ROOT BARRIER ONONE OR BOTH SIDES ASNECESSARY2'PLANTER STRIPNW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.RCall 811two business daysbefore you digCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSMAPLE HIGHLANDS13818 152ND AVE SERENTON, WA 980593-18-2022
10MAPLE HIGHLANDS
LUA22-XXXXXX C22-XXXXXXPR22-XXXXXXDESIGN12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877CIVIL ENGINEERINGLANDSCAPE ARCHITECTUREPLANNINGSURVEYINGPROJECT NO. 220287-8-2022L2.31LANDSCAPE DETAILS10