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54' COMMON LOT SS\pN�\CENSF
1.5' ACHD 0.5' 0.5' 860
SIDEWALK 63' RIGHT-OF-WAY ,n 216126 0
EASEMENT 5' SIDEWALK 8' PLANTER 13.5' TBC-CL 13.5' CL-TBC 8' PLANTER 5' SIDEWALK
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5' OSIDEWALK 8' PLANTER 18' TBC-CL 18' CL-TBC 13.5' THRU LANE 11.5' THRU LANE �ti�/N �f K�NS
3:1 MAX. PLANTER 1.5% t0.25%
1.5% 1.5% 1.5% to.25%
SLOPE TO 5' BIKE 5' BIKE "
EXISTING LANE 1 1' THRU LANE 1 1' THRU LANE LANE \\ \
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CONCRETE SIDEWALKS // // // 6" VERTICAL CURB AND GUTTY
PER ACHD SD-709. \ \ \ \\ \\ PER SC HD SD 701, TYP.
THICKNESS 5" 6' VERTICAL/ /� � � \ \ � �\/�\ \ \�\/�\ \ \/� \ �r
CU 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG
AND GUTTER PER 3" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 64-28 64-28 a
4" OF MINUS CRUSHED ACHD SD-TYP.
AGGREGATE BASE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE
16" OF 6" MINUS PIT-RUN SUBBASE 10" OF 6" MINUS PIT-RUN SUBBASE
STREET SECTION A ( LOCAL - E . HILL PARK ST. ) STREET SECTION E ( LOCAL S. BOSWELL LN . ( PRIVATE) )
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23.5' INGRESS AND EGRESS, PUBLIC UTILITIES, ~
AND EMERGENCY ACCESS EASEMENT 30' COMMON LOT
0.5'
16.5' TBC-CL 16.5' CL-TBC 8' PLANTER 5' SIDEWALK
3:1 MAX. 7' 9'
SLOPE TO 5' SIDEWALK PARK LANE THRU LANE 9' THRU LANE 7' BIKE
EXISTING LANE
2' MIN. 2' MIN. .5% 1.57. t0.25% 20' PL-PL
\/ \/ / / / / \/ \ /\' TYP.LANDING,
6" VERTICAL CURB ACHD AND
SD U OER PER TYP 0 TBCB TYP.D
SAWCUT EXISTING PAVEMENT SECTION SAWCUT ��
6' PORTLAND CEMENT CONCRETE. CONCRETE
2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG MIX DESIGN PER ISPWC 4000A.
2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 COMPACTED SUBGRADE INSTALL 6" X 6" WELDED WIRE FABRIC LAYER.
58-28 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE 6" OF 3/4"-MINUS CRUSHED AGGREGATE BASE
4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE
10" OF 6" MINUS PIT-RUN SUBBASE
10" OF 6" MINUS PIT-RUN SUBBASE STREET SECTION F ( PRIVATE ALLEY)
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STREET SECTION B LOCAL - E . WOODM U RRA LN . PRIVATE >
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60' COMMON LOT 2 z
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0.5' 16.5' TBC-CL 16.5' CL-TBC 0.5' O C) WJ
5' SIDEWALK 8' PLANTER 7 91 9' 7' 8' PLANTER 5' SIDEWALK = . 2 Q
3:1 MAX. PARK LANE THRU LANE THRU LANE PARK LANE Z z W W
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1.5% f0.25%J�l 1.5%� E 2% 29 1.5%° 1.5% f0.257 O �
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6" VERTICAL CURB AND GUTTER 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG 58-28 L.L
PER ACHD SD-701, TYP. 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE
COMPACTED SUBGRADE 10" OF 6" MINUS PIT-RUN SUBBASE
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STREET SECTION C - S. NEWBRIDGE LN . ( PRIVATE), E . KALINGA LN . ( PRIVATE z
( LOCAL ) ) W
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20.5' INGRESS AND EGRESS, PUBLIC UTILITIES, 27' COMMON LOT
AND EMERGENCY ACCESS EASEMENT
0.5'
2' 13.5' TBC-CL 13.5' CL-TBC 8' PLANTER 5' SIDEWALK
0 3:1 MAX.
SLOPE TO 5' SIDEWALK 11.5'
EXISTING THRU LANE 11.5' THRU LANE
1.5% 1.5% f0.257
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' 6" VERTICAL CURB
AND GUTTER, TYP.
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E N G I N E E R I N G
'a 5725 NORTH DISCOVERY WAY
0 2.5" OF ASPHALT PAVEMENT SP-3, 0.50 INCH (1/2") MIX, PG BOISE,IDAH083713
0 58-28
PHONE(208)639-6939
m 4" OF 3/4"-MINUS CRUSHED AGGREGATE BASE kmengllp.com
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10" OF 6" MINUS PIT-RUN SUBBASE DESIGN BY: LK
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DRAWN BY: JO
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STREET SECTION D ( LOCAL - S. STOCKENHAM LN . ( PRIVATE) ) CHECKED BY: LK
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F DATE: 2/6/26
g SCALE: NTS PROJECT: 25-243
SHEET NO.
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