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6. STORM DRAINAGE FROM THE PRIVATE ALLEYS AND 2 REVISED PRE-PLAT PER CLIENT COMMENTS 9/9/25
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Z DRIVEWAYS SHALL BE COLLECTED AND ROUTED TO 12. PEDESTRIAN CROSSING LOCATIONS ALONG STREETS DATE: SEPTEMBER 2025
a STORM FACILITIES THAT MEET ACHD'S AND THE CITY OF SHALL BE DETERMINED DURING THE FINAL PLAT DESIGN
MERIDIAN'S REQUIREMENTS. THE PRIVATE AND PUBLIC PHASE. PROJECT: 24 080
> STORM FACILITY TYPES, SIZES, AND LOCATIONS WILL BE SHEET NO. J
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w 1 REVISED PRE-PLAT PER CLIENT COMMENTS 3/12/25 PHONE(208)639-6939
2 REVISED PRE-PLAT PER CLIENT COMMENTS 9/9/25
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o DATE: SEPTEMBER 2025
u PROJECT: 24-080
SHEET NO. J
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0
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20' PL—PL 1' LANDING,
TYP.
2% 2%
/,\
CONCRETE
3/4"—MINUS CRUSHED AGGREGATE BASE
STREET SECTION A ( PRIVATE ALLEY)
SCALE: NTS
54' COMMON LOT
0.5' 0.5'
3:1 MAX. 5' SIDEWALK 8' PLANTER 13.5' TBC—CL 13.5' CL—TBC 8' PLANTER 5' SIDEWALK
SLOPE TO
EXISTING
2% 2%
/
1' LANDING,
TYP. /�� /\//\//\//\//\//\// /\//\//\//\ .\ .\///\///\///\///�//�•//i/
6" VERTICAL CURB COMPACTED SUBGRADE ASPHALT PAVEMENT
AND GUTTER, TYP. 3/4"—MINUS CRUSHED AGGREGATE BASE
6" MINUS PIT—RUN SUBBASE
STREET SECTION B ( PRIVATE)
SCALE: NTS
60' COMMON LOT
0.5' 0.5'
3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC—CL 16.5' CL—TBC 8' PLANTER 5' SIDEWALK
SLOPE TO
EXISTING
2% 2%
//\
1' LANDING, \\ �X
TYP. /\\/ \ //\\/\/ //\\// //\//\/�\//\//\// \/� �\/�\/�\ .\ \ /\ //•
6" VERTICAL CURB COMPACTED SUBGRADE ASPH�T PAVEMENT
AND GUTTER, TYP. 3/4"—MINUS CRUSHED AGGREGATE BASE
6" MINUS PIT—RUN SUBBASE
STREET SECTION C ( PRIVATE)
SCALE: NTS
20.5' INGRESS AND
27' PL—PL EGRESS, PUBLIC UTILITIES,
AND EMERGENCY ACCESS
0.5' EASEMENT
3:1 MAX. 5' SIDEWALK 8' PLANTER 13.5' TBC—CL 13.5' CL—TBC 2'
SLOPE TO
EXISTING 5' SIDEWALK
2% 2%
1' LANDING, / / ///\/
6" VERTICAL CURB COMPACTED SUBGRADE ASPHALT PAVEMENT
AND GUTTER 3/4"—MINUS CRUSHED AGGREGATE BASE
6" MINUS PIT—RUN SUBBASE
STREET SECTION D ( PRIVATE)
SCALE: NTS
1.5' ACHD 1.5' ACHD
SIDEWALK 64' ACHD RIGHT—OF—WAY SIDEWALK
EASEMENT EASEMENT
0.5' 0.5'
3:1 MAX. 5' SIDEWALK 8' PLANTER 18.5' TBC—CL 18.5' CL—TBC 8' PLANTER 5' SIDEWALK
SLOPE TO
EXISTING
2% 2%
a 1' LANDING,
TYP. /\/ /\// /\//%// \//\///X �
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6" MINUS PIT—RUN SUBBASE
m
a STREET SECTION E ( PUBLIC) u
z SCALE: NTS
v
o NOTE:
STREET SECTIONS ARE PRELIMINARY AND SHALL BE DETERMINED ()
AT FINAL DESIGN BASED ON THE GEOTECHNICAL ENGINEERING z
23.5' INGRESS AND REPORT AND ACHD'S REQUIREMENTS. O
z 30' PL—PL EGRESS, PUBLIC UTILITIES, (,
AND EMERGENCY ACCESS
a 0.5' EASEMENT 2,
3:1 MAX. 5' SIDEWALK 8' PLANTER 16.5' TBC—CL 16.5' CL—TBC 5' SIDEWALK HILL'S CENTURY FARM TOWNHOMES ��NAL fN 0
Z SLOPE TO SS ENSF c'Y
Z EXISTING MERIDIAN, I D '
E 2% 2% STREET SECTIONS
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\ \/\\/\\/\\/ REVISIONS s� 9/17/25 �a ENGINEERING '
NO. ITEM DATE y lF OF ��� 5725 NORTH DISCOVERY WAY
1' LANDING, \ /�/ / \/\/ /� /� C KEN BOISE, I DAH 0 83713
w //\// 1 REVISED PRE PLAT PER CLIENT COMMENTS 3/12/25 PHONE(208)639 6939
w ASPHALT PAVEMENT kmengllp.com z
6" VERTICAL CURB COMPACTED SUBGRADE 2 REVISED PRE PLAT PER CLIENT COMMENTS 9/9/25
Z AND GUTTER, TYP. 3/4"—MINUS CRUSHED AGGREGATE BASE
a 6" MINUS PIT—RUN SUBBASE DATE: SEPTEMBER 2025
PROJECT: 24-080
STREET SECTION F PRIVATE
s SHEET NO. W
SCALE: NTS PP3.2 oC
a