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HomeMy WebLinkAboutCC - Common Drive Exhibit 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 Parcel Number S1129223095 AAA 1975 E Victory Road, Meridian, ID 83642 Partners e a= Ftieq�cy \ a Cgyq� 2815 E 3300 S, Salt Lake City, UT 84109 \ E VICTORY RD (801) 305-4670 wvvw.edmpartners.com \ \ o Uj w cP \O E FATHOM ST ��Fl tA �9 JEW TEAKWOOD in SUBDIVISION M �� SCALE: 1" = 40' ry \ SITE LOCATION 0 20 40 80 120 DEVELOPER: \a e -LI-JE y� e DEVELOPMENT 5.00' SETBACK \ EL 1831 E. Overland Rd Jarron Langston w o o E PALERMO DR v��P Meridian, ID 83642 208-724-6239 3 F9� CP QJ NOTES: o yo oo ' `� OWNER EPIC DEVELOPMENT 1831 E.OVERLAND RD F � MERIDIAN,ID 83642 \( (208) 724-6239 VIEWPORT MATCHLINE CONTACT:JARRON LANGSTON oo`r- 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 L}'1 BUFFER CONTACT:TED BURKE, PE N 2.00%- / ..........................771z_ .......... PI PI PI \ PAVEMENT SECTION, PER PROJECT \ \ /\ GEOTECHNICAL REPORT. \ A \ Cn SIDE OF HOUSE 5.00' \ 00 ,L. C, SETBACK �P COMMON DRIVE #1 - SECTION BLOCK 1 SCALE 1 =5 to 0 1<11 LU O y0 I I NOTE: 20.00' S ' ' I I THIS PRELIMINARY PLAN SET IS PROVIDED FOR co O F \ s+ 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 En U) \ > ' _ ' \ AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES W 5.00' E BETWEEN THE INFORMATION PROVIDED ON THESE PLANS SETBACK �O� I I AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL . _ \ zz \ NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE SIDE OF HOUSE OWNER OR THEIR DESIGN CONSULTANTS. �d E. SPRINGLOYD ST. LU 20.00' SIDE OF HOUSE 5.00' 14176 > SETBACK SETBACK 00 (P 12/7/2 3�0 � S C1 y7 \Qp Q� co z -o� p O '29R F of �J ao U) 0 y I O R . c 00 Ln OG p x o 20.00' s���� � o Millwood P DRIVEWAY O \ 00 © J Z � PAVEMENT SECTION TABLE Cn o u Subdivision I � FLEXIBLE PAVEMENT � M < Common Drive #1 W \ A MAP PATTERN � Exhibit CONCRETE N/A 5.0' 10.00' PROJECT: PRO ECT# BUFFER •� LANDSCAPE 20.0' SETBACK \ APPHALTIC CONCRETE 2.5" \ J J DRAWN BY: CLS Q SIDE OF HOUSE (STREET TO LIVING SPACE) — O CRUSHED AGGREGATE BASE 4.0" REVIEWED BY: ERB -27-22 I STRUCTURAL SUBBASE 10.01, REVISIONS: �O No. DATE REMARKS COMPACTED SUBGRADE SEE GEOTECH 0 o REPORT 3 O 0 O IR GM W O A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY / 0 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. / \ December 7, 2023 Q U) E. SPRINGLOYD ST. AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED 1 V. AGGREGATE MATERIALS. SHEET NUMBER: w) , W W W W W W 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 EXH �3 w SCALE 1 =10� REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1. SCALE 1 =1 00� A - 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. DM 11 Parcel Number S1129223095 LUPartners 1975 E Victory Road, Meridian, ID 83642 a oF�eq� DO cycq�'q! 2815 E 3300 S, Salt Lake City, UT 84109 E VICTORY RD (801) 305-4670 wvvw.edmpartners.com > 0 E FATHOM ST �F C7 tA v l 0 TEAKWOOD n SUBDIVISION u �-- \ / SCALE: 1" = 40' I 20.00' \ / SITE LOCATION o SETBACK `�/ 0 20 40 80 120 � e DEVELOPER: Q PROPOSED FENCE Vi 5.00' SET__BACK__. 33,898 SF DEVELOPMENT \ o E PALERMO DR Q�Pv 1831 E. Overland Rd Jarron Langston \ � \ CP �� Meridian, ID 83642 208-724-6239 ��� 3 \ �� �° NOTES: \ I I I \ 5.0' �F \ LANDSCAPE \ CQ \\\ STRIP \ PROPOSED FENCE C� MON-IT/ \ \ #2 VICINITY MAP Ln \ MERIDIAN, ID i No PARKING PAD k- 3o1 j$F SCALE: 1" = 500' D o 20'x20' O Q 17) OPIZ N 20' DRIVEWAY o �z� \ o J PAVEMENT SECTION TABLE N 3 O 2 20.00' FLEXIBLE PAVEMENT \ FRONT OF HOUSE \ SETBACK (NO COMMON DRIVE Q \ MAP PATTERN ACCESS ALLOWED) \ \ CONCRETE N/A O II \ PARKING PAD APSHALTIC CONCRETE 2.5" 20'x20' Ln a 5.00' SETBACK O \ CRUSHED AGGREGATE BASE 4.0" FROM 0/�O C� oN > STRUCTURAL SUBBASE 10.0" Of O u$< \ ry COMPACTED SUBGRADE SEE GEOTECH REPORT LU O \ 0_ � 5.00' 1 I 5.00' \ �Rl EWA y V A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS SETBACK SETBACK E. SPRINGLOYD ST. - _- REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF \ CONSTRUCTION. 1� 15.00' FR \ IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE SETBACK \ #6191968G l v y LU CD OF NOli$E \ AS ASPHALTIC CONCRETE:ASOP TERIAL IHALT MIX SHALL MEET THE REQUIREMENTS OF - _ 0 \ ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS C1 _ , SHALL BE PLACED IN ACCORDANCE WITH ISPWC U_ 5.00' 1 5.00' STANDARD SPECIFICATIONS FOR HIGHWAY O p SETBACK SETBACK CONSTRUCTION. O LU w 0 p te' AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR / O t/1 t/1 FRO'AYT QF \ J STRUCTURAL SUBBASE:GRANULAR STRUCTURALCRUSHED AGGREGATE FILL ILLMATERIAL COMPLYING / w yOU$£ WITH THE REQUIREMENTS DETAILED IN THE O Q STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT � NOTE: THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE I I THAN 3 THE COMPONENT THICKNESS.GRADATION AND 0 cou THIS PRELIMINARY PLAN SET IS PROVIDED FOR SUITABILITY REQUIREMENTS SHALL BE PER ISPWC O a INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE SECTION 801,TABLE 1. Q TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE LU F_ NOT INTENDED TO BE USED FOR PREPARATION OF FINAL N w w V^ CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED \ Ln Z LU ON THE BASIS OF PLANS THAT HAVE BEEN FULLY \ $�0 = O O PERMITTED BY ALL NECESSARY REGULATORY AGENCIES El 2 = O AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES \RFq\FN o O o o r COMMON DRIVE #2 _ BETWEEN THE INFORMATION PROVIDED ON THESE PLANS \$F LU w w O AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL \ N p LU ; 1 NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE v� Ln In Ln OWNER OR THEIR DESIGN CONSULTANTS. 1 1 E) 1 ONAL FN SI�RFAR OF 5.00' 1 5.00' \ NO(/$£ SETBACK SETBACK 1 14176 12/7/23�044/ OF SITE MAP - MILLWOOD SUBDIVISION R eJ W S'°4-'Rk' Millwood o Q \R OF HO�$E Subdivision COMMON DRIVE #2 SITE COMMON DRIVE #2 SECTION x SCALE 1"=10' Common Drive #2 a a Exhibit w 25.0' �£iRFAR of 5.0' PROJECT: PROJECT# LANDSCAPE 10.0' 10.0' DRAWN BY: CLS yOU$E BUFFER REVIEWED BY: ERB \ REVISIONS: 2.00% 2.00%—_ No. DATE REMARKS .. ............... y PAVEMENT SECTION, PER PROJECT OWNER ARCHITECT: CIVIL/SITE ENGINEER: /\ v GEOTECHNICAL REPORT\ / ° EPIC DEVELOPMENT ARCHITECTURE DESIGNS PLUS EDM PARTNERS / i 1831 E.OVERLAND RD 0 1831 E.OVERLAND RD PO BOX 6925 MERIDIAN,ID 83642 MERIDIAN,ID 83642 BOISE,ID 83707 NOTE: o (208) 724 6239 (208)353-0734 1. ONLY LOTS 13, 14,AND 15 MAY HAVE DATE: CONTACT: (208) 891 9968 DRIVEWAY ACCESS TO COMMON DRIVE#2. December 7 2023 q CONTACT:JARRON LANGSTON (A)GLENN WALKER,AIA CONTACT:TED BURKE, PE 2. LOT 12 TO TAKE DRIVEWAY ACCESS FROM TAMAYO COURT. SHEET NUMBER: a Q EXH �4 A