HomeMy WebLinkAboutEXH-3 Private Drive Exhibit-4 Updated 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. D 11
Parcel Number S1129223095 LU Partners
1975 E Victory Road, Meridian, ID 83642 R'
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2815 E 3300 S, Salt Lake City, UT 84109
° \\ EXISTING HOUSE / E VICTORY RD
/ � (801) 305-4670 www.edmpartners.com
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\ PROPOSED \\\ / > E FATHOM ST
\ FENCE / �F
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JO TEAKWOOD l
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vi SUBDIVISION
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\ 7.22' SCALE: 1" = 40'
\ SITE LOCATION
4 ° 12.0'
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131,9� \ \ �SETBACK 0 20 40 80 120
a CO 5.0' DEVELOPER:
4 MMON DR ! LANDSCAPE
Q a °.. �lV£#� 5.00' SETBACK ST P
w ,\ PROPOSED Li
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e DEVELOPMENT
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1831 E. Overland Rd Jarron Langston
E PALERMO DR
a \ Meridian, ID 83642 208-724-6239
CP
9'
NOTES:
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20.00'
DRIVEWAY VICINITY MAP
FRO/VT OF \ o v MERIDIAN, ID
/OuSE o mQ SCALE: 1" = 500'
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PARKING PAD COMMON DRIVE #2 SECTION
NT O xzo'
° F yOVSE zo
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° o 25.0'
`v 5.0'
N a LANDSCAPE 10.0' 10.0'
�2 BUFFER
5.00'
SETBACK FRONT OF H 2.00i—�
OUSE �—2.00%
N 5.00' 1 + 5.00'
=) SETBACK � SETBACK \/ PAVEMENT SECTION, PER PROJECT \ /\
O N \ GEOTECHNICAL REPORT
O NOTE:
O w 1. ONLY LOTS 13, 14,AND 15 MAY HAVE
Ln DRIVEWAY ACCESS TO COMMON DRIVE#2.
2. LOT 12 TO TAKE DRIVEWAY ACCESS FROM
TAMAYO COURT.
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O 0 Ln Ln \ I NOTE:
ZD THIS PRELIMINARY PLAN SET IS PROVIDED FOR
LO LL w 02 w O= 10.00' \ INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
w O SETBACK TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
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L O w \ I I NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
n N 0 p CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
N Ln \ I I ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
*4 AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
0 BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
\ .c 0 I I NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
N \ OWNER OR THEIR DESIGN CONSULTANTS.
\ AR 5.00' 1 5.00' 0
f \ �\use SETBACK SETBACK \
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\ (P� 5/3/24 �O 4ij
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w COMMON DRIVE #2 SITE \ o Millwood
SCALE 1"=10' o °
\SIDE/R�qR / o Subdivision
M OF yoNSF Common Drive #2
w \ _ Exhibit
o \ PROJECT: PROJECT#
DRAWN BY: CLS
Q o REVIEWED BY: ERB
° A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REVISIONS:
PAVEMENT SECTION TABLE REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF COMMON DRIVE #2 No. DATE REMARKS
CONSTRUCTION. \ O
°o IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE
3
FLEXIBLE PAVEMENT #13191968G —-_______ \ '
MAP PATTERN MATERIAL SPECIFICATIONS: --
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF
OWNER ARCHITECT. CIVIUSITE ENGINEER.
ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS '
o CONCRETE N/A SHALL BE PLACED IN ACCORDANCE WITH ISPWC O
EPIC DEVELOPMENT ARCHITECTURE DESIGNS PLUS EDM PARTNERS
i 1831 E.OVERLAND RD APPHALTIC CONCRETE 2.5" STANDARD SPECIFICATIONS FOR HIGHWAY O
0 1831 E.OVERLAND RD MERIDIAN,ID 83642 PO BOX 6925 CONSTRUCTION. / O
MERIDIAN,ID 83642 BOISE,ID 83707
o (208) 724-6239 (208)353 0734 (208) 891-9968 CRUSHED AGGREGATE BASE 4.0" AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR DATE:
q CONTACT:JARRON LANGSTON (AOGLENNT WALKER,AIA CONTACT:TED BURKE, PE STRUCTURAL SUBBASE 10.0" STRUCTURAL SUBBASE:GRANULAR STRUCTURALCRUSHED AGGREGATEA ILL MATERIAL COMPLYING May 3, 2024
WITH THE REQUIREMENTS DETAILED IN THE \ / SHEET NUMBER:
COMPACTED SUBGRADE SEE GEOTECH STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT
Q� REPORT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE
THAN 3 THE COMPONENT THICKNESS.GRADATION AND SITE MAP - MILLWOOD SUBDIVISION
q SUITABILITY REQUIREMENTS SHALL BE PER ISPWC
SECTION 801,TABLE 1. EXH �4
q