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COMMON DRIV XHIBIT
�I 84
OVERLAND RD Partners
YJE ESPTA' -
P W ST SUBDIVISION ETITP�Hi 11
LOTS 1 AND 2, BLOCK 1 OF RAAP RANCH SUBDIVISION, LOCATED IN THE NE 1 OF SECTION 5, 2815 East 3300 South, Salt Lake City, UT 84109
1 (801) 305-4670 www.edmpartnersxom
TOWNSHIP 2 NORTH, RANGE 1 EAST, CITY OF MERIDIAN, ADA COUNTY, B.M., IDAHO. 2023. Of
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THE KEEP PHASE 1 ����®® _ •
0 OU D D D D D D DO DO DO DO DO DO DO DO DO / I VICTORY RD SCALE. 1 — 20
D D D l � ®
926.48' 0 10 20 40 60
IR IR IR IR IR IR IR IR IR IR IR �, IR IR
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FffH� ® OWNER:
............. X, ® ®®®® - Jarron Langston Land Development
EXISTING OPEN GRIMMET LATERAL TO BE PIPED o
® ve an®® _® 1831 East Orld Road
EXISTING OPEN GRIMMET LATERAL. � ,---LATERAL TO BE BACKFILLED DR ® ® ® ��
All"
® Meridian ID 83642
a 208-724-6239
® � �® _
IPROPOSED IRRIGATION DISTRICT ®® ® �®
LOT FENCING TO BE AT LOT LINE — ® AMITY AVE
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of
BLOCK 3 0 ® a NOTES:
mesa W> � LU
o OWNER
U ' ® ® ® `' JARRON LANGSTON
I M Q l ntu Farm/ ®Ce ry on 11
04 ,^,� PROPOSED FENCE Rockhampton 1831 E. Overland Rd
I N 15.00, o / r PROJECT SITE ®® �® Meridian, ID 83642
Keep Ph. 2
D Dr E. LAKE HAZEL RD (208) 724-6239
U U I / /y CONTACT: JARRON LANGSTON
N CD v N ^ I / / �V 0 0 Discovery
N K M / / eep Boise Ranch
o a / / / D D / Park Ph. l Golf Course SURVEYOR
COMPASS LAND SURVEYING PLLC
M - I / / / •OQ / / � /
623 11 TH AVE SOUTH
J lvv 0 0 y1333 VICINITY MAP NAMPA, ID 83651
20.00' / J D D MERIDIAN, ID 208 608-2510
/ IN/
/ /OU � D 3
15.00' - ,ram �p oo (S) RICHARD GRAY, PLS
SIDE v o / />
SETBACK 0 0
�13 v� D LANDSCAPE ARCHITECT
10.31' STACK ROCK GROUP
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a /
/ 404 S. 8TH ST., SUITE 154
BOISE, ID 83702
cl8 �3�6� �v D D D (208) 716-4787
PAVEMENT SECTION TABLE CONTACT:
(LA) JESSE BUSTER
S FLEXIBLE PAVEMENT
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AlFTy / �o MAP PATTERN C I V I U S I T E ENGINEER
F,Q
/ o EXISTING IRRIGATION DISTRICT CONCRETE N/A EDM PARTNERS
r>. GRAVEL ROAD
4k / / 24 APPHALTIC CONCRETE 2.5" PO BOX 6925
0.07 AC CRUSHED AGGREGATE BASE 4.0" BOISE, ID 83707
D D (208) 891-9968
STRUCTURAL SUBBASE 14.0"
/ CONTACT:
CZ3 COMPACTED SUBGRADE SEE GEOTECH (PE) TED BURKE, PE
\ D^ REPORT
A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS FORWARD ORIENTATION OF LOT
REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF
/ a CONSTRUCTION. EXISTING FENCE (TO REMAIN)
IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE x x DEMO FENCE
#6171395g6t#B222755g El PROPOSED FENCE
MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF
ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS
SHALL BE PLACED IN ACCORDANCE WITH ISPWC
STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION.
AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR ONA L FN��
CRUSHED AGGREGATE MATERIALS. F F
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING Q
WITH THE REQUIREMENTS DETAILED IN THE
STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT 14176
on '� THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE
p THAN 2 THE COMPONENT THICKNESS.GRADATION AND cP 1/5/2 4 O
TEMPORARY FIRE TURNAROUND TO COMPLY WITH IFC FIGURE D103.1. 3
R SUITABILITY REQUIREMENTS SHALL BE PER ISPWC
EX. GRAVEL ROAD TO BE WIDENED TO PROVIDE REQUIRED TURNAROUND WIDTH SECTION 801,TABLE 1. 9 J
w Ro R .
UPON FUTURE EXTENSION OF S. NETHERFIELD WAY, TEMPORARY TURNAROUND WILL BE REMOVED. THE EX. GRAVEL ROAD WILL
q BE RETURNED TO ITS ORIGINAL CONDITION/WIDTH AND THE OPEN SPACE AREA AND S. NETHERFIELD WAY ROAD SECTION WILL BE
o FINALIZED. ADDITIONALLY, PROJECT BOUNDARY FENCING WILL BE COMPLETED IN THE AREA WITHIN THE TEMPORARY TURNAROUND.
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Keep West
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Subdivision
COMMON DRIVE EXHIBIT
/
PROJECT:
DRAWN BY: KMW
N REVIEWED BY: ERB
COMMON DRIVE #1 SECTION
REVISIONS:
No. DATE REMARKS
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H
U J J
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20.00'
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Cr
�0 2.00%-
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January 5 2024
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PAVEMENT SECTION, PER PROJECT \ SHEET NUMBER:
GEOTECHNICAL REPORTEXH �2
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