PZ - Private Drive Exhibit-1 Millwood Subdivision
A parcel of land lying in the NW 1/4 of the NW 1/4 of Section 29, Township 3 North,
Range 1 East, Boise Meridian, Ada County, Idaho.
Parcel Number S1129223095 DM
1975 E Victory Road, Meridian, ID 83642 Partners A '
2815 E 3300 S, Salt Lake City, UT 84109
(801) 305-4670 wvvw.edmpartners.com
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5,494 SF E VICTORY RD SCALE: 1' 40'
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E FATHOM ST 0 20 40 80 120
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17.0'� W r - 0 l' TEAKWOOD
Ln SUBDIVISION
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2'ROLL CURB al I SITE LOCATION DEVELOPMENT
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E. Overland Rd Jarron Langston
U ' 77 Meridian, ID 83642 208 724 6239
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CONNECT TO EX. 6"PRESSURE
IRRIGATION MAIN
LOT 2
4,577 SF
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VICINITY MAP
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6,154 SF
EXISTING 6"PRESSURE
IRRIGATION MAIN
20.00' RIVE
SITE MAP - MILLWOOD SUBDIVISION
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NOTE:
PAVEMENT SECTION TABLE THIS PRELIMINARY PLAN SET IS PROVIDED FOR
INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
COMMON DRIVE #1 SECTION FLEXIBLE PAVEMENT NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
MAP PATTERN CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
0 o ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
� � CONCRETE N/A PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
IR GM R17.00' 20 0' APSHALTIC CONCRETE 2.5" BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
CRUSHED AGGREGATE BASE 4.0" NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
'o19.01 O.O' STRUCTURAL SUBBASE 10.0"
OWNER OR THEIR DESIGN CONSULTANTS.
34.0' - 2.0' 5.0' COMPACTED SUBGRADE SEE GEOTECH
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CONNECT TO EX. 8"WATER MAIN
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(W) U — (W) W W / /\ \ \ 3"ROLLED CURB PER A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY
® '����, \ ACHD SUPPLEMENTAL SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. 14176
Cn STANDARD DRAWING SD-702
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� RICHARDSON STREET /\ �\ /� / / \ / / � / IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE#B191968G
441
y T CONCRETE SIDEWALK MATERIAL SPECIFICATIONS: %��TF OF
C) PER ACHD SUPPLEMENTAL 9 J
O ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC,SECTION 810 CLASS III RQ R .
STANDARD DRAWING SD 709 PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
p AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS. Millwood
ti STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS
(SS) h (SS) $$ SS SS DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THE
h MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 3 THE COMPONENT THICKNESS.
GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1. Subdivision
W CONNECT TO EX. 8"
SEWER STUB
OWNER Common Drive #1
a
EPIC DEVELOPMENT Exhibit
1831 E.OVER 836D2RD J
PRO ECT: PROJ ECT#
MERIDI(208) 724-6239 DRAWN BY: CLS
CONTACT:JARRON LANGSTON REVIEWED BY: ERB
ARCHITECT:
No S.
.. DATE REMARKS
ARCHITECTURE DESIGNS PLUS
1831 E.OVERLAND RD
MERIDIAN,ID 83642
o (208)353-0734
3
CONTACT:
(A)GLENN WALKER,AIA
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CIVIL/SITE ENGINEER:
a EDM PARTNERS DATE:
A PO BOX 6925 December 5, 2022
W BOISE,ID 83707
16
CONTACT:TED BURKE, PE
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SHEET NUMBER:
C.7