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HomeMy WebLinkAboutCommon Drive Exhibit Updated Millwood Subdivision VIEWPORT MATCHLINE ° 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. DM ]I Parcel Number S1129223095 1975 E Victory Road, Meridian, ID 83642 a Partners 'A CM Ftieq�cy \ >- Cgyq� 2815 E 3300 S, Salt Lake City, UT 84109 \ E VICTORY RD (801) 305-4670 wvvw.edmpartners.com \ o EW w d' E FATHOM!ST ��Fl 9� �9 J TEAKWOOD ih SUBDIVISION n SCALE: 1" = 40' Q% ry \ SITE LOCATION 0 20 40 80 120 DEVELOPER: \Q e y� DEVELOPMENT 5.00' \ \ eL SETBACK ` EL 1831 E. Overland Rd Jarron Langston \Q o E PALERMO DR -FTI�ljQ�Pv Meridian ID 83642 208-724-6239 LLICP o F9� a J� NOTES: o yoGT oo � OWNER Ln F �� �� EPIC DEVELOPMENT 1831 E.OVERLAND RD MERIDIAN,ID 83642 4-6239 VIEWPORT MATCHLINE CONTACT: CONTACT:JARRON LANGSTON oo�.P VICINITY MAP ARCHITECT: O MERIDIAN, ID SCALE: 1" = 500' ARCHITECTURE DESIGNS PLUS 1831 E.OVERLAND RD MERIDIAN,ID 83642 (208)353-0734 COMMON DRIVE #1 SECTION CONTACT: 20.0'------ (A)GLENN WALKER,AIA CIVIL/SITE ENGINEER: 10.00' J J SETBACK 9L EDM PARTNERS FRONT OF HOUSE/SIDE (FRONT C LIVING 25 0 BOISE,ID 83707 PO BOX 6925 20'x20'PARKING PAD o LOADED GARAGE SPACE) LANDSCAPE 20.0' (208) 891-9968 N C.j1 BUFFER CONTACT:TED BURKE, PE 2.00%- PI PI PI \ PAVEMENT SECTION, PER PROJECT \ \ /\ GEOTECHNICAL REPORT SIDE OF HOUSE 5.00' \ 00 L. C, SETBACK COMMON DRIVE #1 - SECTION BLOCK 1 SCALE 1 =5 �F to 01<11 LU LL- O �0� \ I I I NOTE: 20.00' LL f THIS PRELIMINARY PLAN SET IS PROVIDED FOR m SETBACK O F s+ ' ' I INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE n Z \ TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE Q O NOT INTENDED TO BE USED FOR PREPARATION OF FINAL � \ I I CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED Z ON THE BASIS OF PLANS THAT HAVE BEEN FULLY J w ' O ' I I PERMITTED BY ALL NECESSARY REGULATORY AGENCIES \ LU _ ' \ AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES En U) 5.00' O BETWEEN THE INFORMATION PROVIDED ON THESE PLANS SIDE OF HOUSE SETBACK �O� 0 I I I AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL _ \ Z O \ NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE O ' \ I I OWNER OR THEIR DESIGN CONSULTANTS. �d O ' L M — ONAL FN 4t 20.00' SIDE OF HOUSE L 5.00' U-j> SETBACK SETBACK pd 14176 0 5/3/24 O 44/ co OZ ,o� p O9R�OF w y0 I R a O N G p z o Millwood 20.00' O \ BPS DRIVEWAY z o°° PAVEMENT SECTION TABLE W o Subdivision M � FLEXIBLE PAVEMENT Common Drive #1 W \ A MAP PATTERN Exhibit 5 0' CONCRETE N/A \ © e 10.00' PROJECT: PRO ECT# LANDSCAPE 20.0' � � J J SETBACK APSHALTIC CONCRETE 2.5" DRAWN BY: CLS Q BUFFER (STREET TO LIVING SPACE) p SIDE OF HOUSE _ CRUSHED AGGREGATE BASE 4.0" \ REVIEWED BY: ERB I STRUCTURAL SUBBASE 10.01, N.. DATE S. REMARKS COMPACTED SUBGRADE SEE GEOTECH REPORT O GM Q A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY / O SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. p 4 4 IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE#B191968G o MATERIAL SPECIFICATIONS: pv' vovovoSovo °g°°go p \ ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH DATE: o ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. May 3, 2024 Q `f) E. SPRINGLOYD ST. AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED W V. AGGREGATE MATERIALS. SHEET NUMBER: w) , W W W W W Vd W W M M STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE SITE MAP - MILLWOOD SUBDIVISION Q COMMON DRIVE #1 SITE THAN z THE COMPONENT THICKNESS.GRADATION AND SUITABILITY w SCALE 1 =10' REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1. SCALE 1 =1 00' EXH �3 A