PZ - Common Drive Exhibits Revised 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.
\ Parcel Number S1129223095
1975 E Victory Road, Meridian, ID 83642 aW Partners
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�� �GcycgN 2815E 3300 S, Salt Lake City, UT 84109
E VICTORY RD (801) 305-4670 wvvw.edmpartners.com
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0 E FATHOM ST
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\ \ 0 TEAKWOOD
n SUBDIVISION
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\ M \ SCALE: 1" = 40'
a�
CP SITE LOCATION 0 20 40 80 120
DEVELOPER:
s�
DEVELOPMENT
5.00' \ \ e ��
SETBACK
1831 E. Overland Rd Jarron Langston
,,LJI o E PALERMO DR �P�Qy Meridian, ID 83642 208-724-6239
o F9�\ NOTES:
0 LOT 1 tiU �F OWNER
LU 0 5,a94 SF J�C. \ �,L�PL� ��� < EPIC DEVELOPMENT
�F 1831 E.OVERLAND RD
�r MERIDIAN,ID 83642
VIEWPORT MATCHLINE CO 724-6239
CONTACT:JARRON LANGSTON
\ °o�.P VICINITY MAP ARCHITECT:
20.0'� °' MERIDIAN, ID
SCALE: 1" = 500' ARCHITECTURE DESIGNS PLUS
1831 E.OVERLAND RD
10.00' MERIDIAN,ID 83642
SETBACK \ (208)353-0734
COMMON DRIVE #1 SECTION CONTACT:
BLOCK 1 (FRONT TO LIVING
SPACE) \ A LENN WALKER,AIA
o FRONT OF HOUSE/SIDE
2ox2o'PARKINGPAD LOADEDZ�ARAG� CIVIL/SITE ENGINEER:
\^ EDM PARTNERS
d a PO BOX 6925
20.0' BOISE,ID 83707
20.0. w ASPHALT DRIVE CONTACT:TED BURKE,PE
92.54'
25.00' PI 67.54'
..... ip
.......... 2.00%-►
PI
SIDE OF HOUSE 5.00' � � \ \
i
SETBACK \ \\ PAVEMENT SECTION, PER PROJECT \ \ \
\ COMMON \ \ GEOTECHNICAL REPORT\
5,738 SF \
5�
`� 5r
COMMON DRIVE #1 - SECTION
CONNECT TO EX. 6"PRESSURE \ SCALE 1 =5'
IRRIGATION MAIN BLOCK 1
o \
0
LOT 2
4,327SF �F.9
w o Gov r - - - - - - - - - - �
N �.
w y M
LL LL 2 O\ 1 1 NOTE:
20.00' LL. GAF THIS PRELIMINARY PLAN SET IS PROVIDED FOR
coSETBACK O
INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
a ~ \ �� TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
a
O NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
1 s
an LOT\ 1
c sfiP CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
L-
Z 5.00' 5 494 SF 1 ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
Q c� OCK 1
ODE OF HOUSE SETBACK PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
w� � 1 •�� 1
LU I 5.0 67.54' AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
o LOT 2s'9 I BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
1 0C 4,327 SF
00 103.46' 9 1 AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
o b o 103.46' \ O I o0 1 �' 1 NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
C. nj o 103.46' \ I o �� '3 sd,' I OWNER OR THEIR DESIGN CONSULTANTS.
o 0 5,910 SF °
o �n \ O I 5.0 C' 132.93' C36 1
Z o
L . � � M M M = = = ONAL F
SIDE OF HOUSE �5.00' N�
Z 20.00' ' F
a Z SETBACK SETBACK �� 69.00, (� ,�o C21
o N � LOT 14
�I-lo LU °6 v 4,331 SF 7 99, 14176
W LU OJ N O ��\ S��PG o LUI °13 M 81.45' cPj 2/14/23�0 �
w _ �'P o c 4,322 SF M F OF Q�
LOT 1 y J
U) O.c� �
10 - O ` 90.04' S 42.bF4'
z H y0 -o� o LOT 12 0
N
Z LOT 3 �i\ 06
4,323 SF ' oLOT 2
3 w o 5,910 SF �� s� 0 90.0T b U 6,799 96' •
Lr) 20.00' °�'' PSF-�� \ 06 4,3324SF LOT 11 06 Millwood
W DRIVEWAY PAVEMENT SECTION TABLE o LU�°�0 0 0
U \ C6 4,3 55 SF o o Subdivision
Q FLEXIBLE PAVEMENT 90.11'
10.00' MAP PATTERN Common Drive #1
SETBACK 0 6'9 33,8898 SF Exhibit
00 4,21.45 SIF �^� �.�
5.0' SIDE OF HOUSE (STREET TO LIVING SPACE) CONCRETE N/A 71 76' BLOCK 2
01
LANDSCAPE Id M PROJECT: PROJECT#
3 �O, APPHALTIC CONCRETE 2.5" 12
BUFFER PROPOSED 263 LF T SIDEWALK(SD-709) N DRAWN BY: CLS
A CRUSHED AGGREGATE BASE 4.0" N ;' �'� REVIEWED BY: ERB
o 14R 60'
REVISIONS:
01 C�8:. (,,P 51.34°'8 �49 60, No. DATE REMARKS
O STRUCTURAL SUBBASE 10.0"
COMPACTED SUBGRADE SEE GEOTECH o^LOT 8 5 10
W �4, A,643 SF •OT 6 4
b 25.00' 132.93' t. i-LOT 7 0 1•34'S `"
o REPORT 733 4,500 SF �r
R c�. p Q 89.�4' ^ 4,7� 06 SF
4 p 4 p 4JOT 5 SLOT 4
Y 4 4 p 4 p \ \ A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY 5j80' 6 845
U 4 4 p 4 p 4 ' \ \ 4 SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. 51 24,
IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE#6191968G 51 24'
MATERIAL SPECIFICATIONS: 1. 3'
o \ 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 PROPOSED 263 LF 2'ROLLED CURB (SD-702) \ ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. February 14, 2022
A CO W \
AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED \
p W) W W W c W W W W NA
X. W W AGGREGATE MATERIALS. SHEET NUMBER:
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 THAN2,THE COMPONENT THICKNESS.GRADATION AND SUITABILITY
w SCALE 1 1 =1 0' REQUIREMENTS SHALL BE PER ISPWC SECTION 801,TABLE 1. SCALE 1"=1 00' EXH �l
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.
Parcel Number S1129223095 a
1975 E Victory Road, Meridian, ID 83642 o m F"eqG .
tners
a �N'9l
E VICTORY RD 2815 E 3300 S, Salt Lake City, UT 84109
(801) 305-4670 wvvw.edmpartners.com
> d'
0 E FATHOM ST
U
0 TEAKWOOD
,n SUBDIVISION
W W W PROPOSED FIRE �� SCALE: 1" = 40'
HYDRANT ASSEMBLY
SITE LOCATION
SETBACK �// a 0 20 40 80 120
DEVELOPER:
PROPOSED FENCE
R16.00'
TAMAYO COURT
e �4„ 4555 5.00' SETBACK LOT 333,898 SF
S
LLLii
o E PALERMO DR �P�P 1831 E. Overland Rd Jarron Langston
4„ 4„SS VV
�49.60, Q J�� Meridian, ID 83642 208-724-6239
4„ SSS 104 8 NOTES:
zo 8g, 5.0'
4 S 4 LANDSCAPE
„SS CO MO STRIP
N �
a Z� OR�vE Gti� O � DR�V£# PROPOSED FENCE
O/V 2 VICINITY MAP
3017SFOT 4 \ MERIDIAN, ID
4 S SCALE: 1" = 500'
r0 s 149.60,
oo O Q '28.8,
PARKING PAD C' a
20'x20' PAVEMENT SECTION TABLE M
hOE OF O mQ w Q 20.00' \ FLEXIBLE PAVEMENT
Ovo C USE 4 4„ �v a SETBACK \
OR/vE OCC ON S' 4 ss Q MAP PATTERN
3
NOSE <<O�VE� 00
�SS PARKING
PAD CONCRETE N/A LOTs� ,
ONE �F rn w 5.00' SETBACK APSHALTIC CONCRETE 2.5" P5,494 SF
,OCK 1
4J CRUSHED AGGREGATE BASE 4.0"
\ O j � 5.0 b 67.54' v
I FRONT OF HOUSE NQ� V S•2q STRUCTURAL SUBBASE 10.0" o0 0 4,3027 5F
o 0 �9
\ O mQ 103.46'
2Q Q COMPACTED SUBGRADE SEE GEOTECH oo b 1C� 3 '
I 'DRIVEWAY REPORT o 5,910 Sr so
5.00 i i 5.00' / a
LOT 7 5.0 " 132.93' �" C36
'
a I 4,643 SF SETBACK SETBACK \ A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS
REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF -
CONSTRUCTION. ^ 69.00' Cam, �O CIA
FRONT OF HOUSE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE 7 LOT 14 in
;
I rn \ \ #B191968G 4,331 SF 06 10
9.
M
MATERIAL SPECIFICATIONS: o L&0123 0 ; 81.45'
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF 06 4,322 SF M 6
ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS ; LOT 1SHALL BE ?
\ STANDARD SPECIDFIICATIONOSDFOR HIGHANCE IWAYTH PWC o o 5,
O
�w Ln
5.00' 5.00' 90.04'
L`� SETBACK SETBACK \ CONSTRUCTION. v 4,0323 SF 00uoi LOT 2 60
I w AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR 90 0T ,n 6,799 SF
FRONT OF HOUSE CRUSHED AGGREGATE MATERIALS. ZX o LOT 11 C0 144.96'
N STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING 06 I 4,324 SF °O CO WITH THE REQUIREMENTS DETAILED IN THE
rn STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT
THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE o L8$0?0 0 0 90. NOTE:
LL1 ,r; THIS PRELIMINARY PLAN SET IS PROVIDED FOR
N THAN?THE COMPONENT THICKNESS.GRADATION AND 4,325 SF o
SUITABILITY REQUIREMENTS SHALL BE PER ISPWC INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
O SECTION 801,TABLE 1. 9 .1 `. TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
S/pE1 = LOT 6 LOT 4 L00T LOT 3 NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
REAR LL
4 706 SF 4 245 SF �� 1
--No OF N w iLn 5,845 SF 71 76' Lam' 33,898 SF CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
vwi 71.76' c� BLOCK 2 ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
Ln
w `'� PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
P/ \ o LOT 5 _ COMMON DRIVE #2 AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
\ O 4,690 SF O C'o r BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
\ O LV L� ° LU O �49 AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
\ 0 LLl O 0 LL, 60 I NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
P/ SI L)EIRE "' � Ln ��^ C?8 LL 8 S,3q 149•60, I OWNER OR THEIR DESIGN CONSULTANTS.
/�I AR OF N a �� o LOT 8 S, N
OU.SE 33,, '�� 4,500 SF �OT 7 0 34S. q,
S�Bp \ 4' A,643 SF •OT 6
89 14' ^ T,706 SF n-OT 5 I oNAL FNG
\ 57 LnLOT 4 �
P/ !\ 5.00' 5.00' 5.00' }
8p" -�,845 9I E F
SETBACK SETBACK SETBACK S�24 51
o \ \ �4 S1.33, I 14176
�N�2/14/23�04U
P/ OF
SITE MAP - MILLWOOD SUBDIVISION Ro R .
S'?4' P/ S��EiREA
\yOUSE OF Millwood
b
llwood
Subdivision
A COMMON DRIVE #2 SITE COMMON DRIVE #2 SECTION
S S, Common Drive #2
SCALE 1"=10'
2q" P/ Exhibit
\yOU E OF 20.0' PROJECT: PROJECT#
10.0' 10.0' DRAWN BY: CLS
P/ \ REVIEWED BY: ERB
o �
REVISIONS:
U
No. DATE REMARKS
P _ro 2.00% 2.00%
5�33, a \
Y PAVEMENT SECTION, PER PROJECT
OWNER ARCHITECT: CIVIL/SITE ENGINEER: �\ GEOTECHNICAL REPORT
U / /
° EPIC DEVELOPMENT ARCHITECTURE DESIGNS PLUS EDM PARTNERS
P C 0 1831 E.OVERLAND RD
0 1831 E.OVERLAND RD MERIDIAN ID 83642 PO BOX 6925
,
MERIDIAN,ID 83642 BOISE,ID 83707 NOTE:
rs (208)353-0734 1. ONLY LOTS 13, 14,AND 15 MAY HAVE DATE:
o (208) 724-6239 (208) 891-9968
q CONTACT:JARRON LANGSTON CONTACT: CONTACT:TED BURKE, PE DRIVEWAY ACCESS TO COMMON DRIVE#2. February 14 2022
(A)GLENN WALKER,AIA 2. LOT 12 TO TAKE DRIVEWAY ACCESS FROM
TAMAYO COURT. SHEET NUMBER:
EXH �2
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