HomeMy WebLinkAboutCommon Drive Exhibit VIEWPORT MATCHLINE 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 oFN6
G
aQ qG ycgyq 2815 E 3300 S, Salt Lake City, UT 84109
\ m
E VICTORY RD (801) 305-4670 www.edmpartners.com
\ \ o
w 8
0 E FATHOM ST
9�
J TEAKWOOD
� Ln SUBDIVISION
Lr!
M \ �'y� SCALE: 1" = 40'
\ cy
\ SITE LOCATION 0 20 40 80 120
DEVELOPER:
\ e
y� DEVELOPMENT
5.00'
SETBACK
\ EL 1831 E. Overland Rd Jarron Langston
w o o E PALERMO DR zP�P Meridian, ID 83642 208-724-6239
oQ��' NOTES:
z o v
o yoGs OWNER
o F '���,P�� �� EPIC DEVELOPMENT
1831 E.OVERLAND RD
- - - - - - - - - - - - - - F� 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:
(A)GLENN WALKER,AIA
J J
CIVIL/SITE ENGINEER:
10.00,
SETBACK EDM PARTNERS
FRONT OF HOUSE/SIDE (FRONT TO LIVING 25 0 BOISE,ID 83707
PO BOX 6925
20'x20'PARKING PAD o LOADED GARAGE SPACE) LAND CAPE 20.0' (208) 891-9968
N - L}'1 BUFFER CONTACT:TED BURKE, PE
CD
2.00%—�
mod... /
PI PI PI \ PAVEMENT SECTION, PER PROJECT \
\ /\ GEOTECHNICAL REPORT. \ \ \
U /A /
SIDE OF HOUSE 5.00' o0
ti
SETBACK COMMON DRIVE #1 - SECTION
BLOCK 1
SCALE 1 =5
N o�,
O ti
LL 20.00' _ oG I I I I I NOTE:
co SETBACK LL-O SF \ I I I THIS PRELIMINARY PLAN SET IS PROVIDED FOR
INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE w
rl TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
U Q I NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
N \ I I I CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
LL- ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
-< W I O I I I PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
En
U) 5.00' \ I I BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
d LSIDE OF HOUSE SETBACK A� Z I I \ I I AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
p NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
0 I p I \ I I OWNER OR THEIR DESIGN CONSULTANTS.
OI 1
L —.- - - - - -ram ONAL F
E. SPRINGLOYD ST. N�i���
ILL! 20.00' SIDE OF HOUSE 5.00' 00 0 �� 14176
> SETBACK SETBACK
,P\ 1tiC�PC N'x 1/12/24 ; �
S� 9TE OF
R . 0J
LU do
o o GsF o o
Millwood
LU
20.00' U- \ �PS�t� a O
w DRIVEWAY 000
W Z PAVEMENT SECTION TABLE
W o u Subdivision
LL- FLEXIBLE PAVEMENT
Common Drive #1
MAP PATTERN Exhibit
W 5.0' \ CONCRETE N/A O o PROJECT: PROJECT#
LANDSCAPE 20.0' 10.00'
SETBACK APSHALTIC CONCRETE 2.5" DRAWN BY: CLS
BUFFER (STREET TO LIVING SPACE) \ O
LIDE OF HOUSE CRUSHED AGGREGATE BASE 4.0° REVIEWED BY: ERB
a I REVISIONS:
STRUCTURAL SUBBASE 10.01, O �p No. DATE REMARKS
COMPACTED SUBGRADE SEE GEOTECH
U) O REPORT O
° IR GM U) W O
A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY /
SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
op 4 4 IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE#13191968G /
4 N� 4
MATERIAL SPECIFICATIONS:
0 4 4p OPINION. Seen p ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC,SECTION 810
A CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH / DATE:
AISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. January 12, 2024
W
,",, W E. SPRINGLOYD ST. AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED
w ♦ _ 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
COMMON DRIVE #1 SITE REPORT EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE SITE MAP - MILLWOOD SUBDIVISION
THAN z THE COMPONENT THICKNESS.GRADATION AND SUITABILITY —
C,7
SCALE 1 =1 0' REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1. SCALE 1 =1 00' EXH3
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 a ,�,a
DM A
Partners
1975 E Victory Road, Meridian, ID 83642 e m F"eqG
aQ cyCl
E VICTORY RD 2815 E 3300 S, Salt Lake City, UT 84109
(801) 305-4670 wvvw.edmpartners.com
0 E FATHOM ST
C7
N �F�
i TEAKWOOD
Ln SUBDIVISION
LLIa a \ / SCALE: 1" = 40'
a 20.00' I / SITE LOCATION
o ° SETBACK~ 0 20 40 80 120
>- a
e
DEVELOPER:
~ d PROPOSED FENCE
vi
\
d 5.00' S TBACK VELOPMENT
\ o E PALERMO DR zP�P 1831 E. Overland Rd Jarron Langston
a Meridian, ID 83642 208-724-6239
NOTES:
Now \ 5.0' F
A d \ \ LANDSCAPE
CpMMo �� STRIP \ PROPOSED FENCE
d d c ��R��f#Z \�� \ VICINITY MAP
a 3 toq- MERIDIAN ID
�. d ,SF \ SCALE: 1" = 500'
PARKING PAD
N 20'x20'
PAVEMENT SECTION TABLE
0
v�o 20' DRIVEWAY D o
20.00' FLEXIBLE PAVEMENT \
\ SETBACK \
� Q MAP PATTERN
CONCRETE N/A
O
5.00' SETBACK APSHALTIC CONCRETE 2.5"
N FRONT OF HOUSE _
a O (NO COMMON DRIVE FRONT PARKING
PAD CRUSHED AGGREGATE BASE 4.0" \
10.00' = ACCESS ALLOWED) OFyO i \ o U � � 3 o
w STRUCTURAL SUBBASE 10.0" \
SETBACK IO USF \ N oN o COMPACTED SUBGRADE SEE GEOTECH
a w \ REPORT \
L IJ
I N 2p•
5.00' 5.00' OR/VEIN
�Q y -A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS E. SPRINGLOYD ST. �-
4 / SETBACK SETBACK j REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF i
CONSTRUCTION.
d IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE
OF \
/
FRONT , #B191968G LU yOUSE MATERIAL SPECIFICATIONS:
Ln w —
LU ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF
/ 0
O \ ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS C) C)
_ O 5.00' 5.00' SHALL BE PLACED IN ACCORDANCE WITH ISPWC
LL STANDARD SPECIFICATIONS FOR HIGHWAY
O 0 SETBACK SETBACK CONSTRUCTION.
w
O p Q AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR
N \ CRUSHED AGGREGATE MATERIALS.
N F \ STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING / LU
WITH THE IN THERONT OF yOJ STRUCTURALQEMENTS FILRL SECTION OF TILED H S RE PORT EXCEPT O o NOTE:
Usc THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE I I
THAN jS THE COMPONENT THICKNESS.GRADATION AND u 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
1-- NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
\ LU CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
w
Uj LUN w ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
O PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
\ S�E� AR m: ,l COMMON DRIVE #2 AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
\ or O LL O w O r BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
USE w O LU O AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
�
0 LU 1 1 NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
T N N O ; —p 1 OWNER OR THEIR DESIGN CONSULTANTS.
I �
C) 1 1
ONAL FN
01 E� 1F
5.00' 5.00'
Sl\14E4R OF SETBACK SETBACK / 1 14176
Q /v �_ y�(ISF / N�1/12/2 PZO�44/
\ 10
SITE MAP - MILLWOOD SUBDIVISION �Ro R.\LIQ
�Je-
\ SlD Millwood
R \ EiRFgR
w \ Op yOUSE
\ Subdivision
Q COMMON DRIVE #2 SITE COMMON DRIVE #2 SECTION
SCALE 1"=10' Common Drive #2
M
o Q SID 25 0,5.0' PROJECT: Exhibit
\ fiREgR OFyp LANDSCAPE 10.0' 10.0' DRAWN BY: PROJE CLS
USE BUFFER REVIEWED BY: ERB
a / \ REVISIONS:
2.00% z.00% No. DATE REMARKS
.. ........................................................................................ ......
b /\
0
OWNER ARCHITECT: CIVIL/SITE ENGINEER: /\ PAVEMENT SECTION, PER PROJECT
GEOTECHNICAL REPORT\ /
x EPIC DEVELOPMENT ARCHITECTURE DESIGNS PLUS EDM PARTNERS /
1831 E.OVERLAND RD 1831 E.OVERLAND RD PO BOX 6925
o MERIDIAN,ID 83642 NOTE:
MERIDIAN,ID 83642 BOISE(208)891-9968, ID 83707 DATE:
A (208) 724-6239 (208)353-0734 1. ONLY LOTS 13, 14,AND 15 MAY HAVE
ACONTACT:JARRON LANGSTON CONTACT: CONTACT:TED BURKE, PE DRIVEWAY ACCESS TO COMMON DRIVE#2. January 12, 2024
W (A)GLENN WALKER,AIA 2. LOT 12 TO TAKE DRIVEWAY ACCESS FROM
w TAMAYO COURT.
SHEET NUMBER:
EXH �4
C.7