PZ - Revised Common Driveway Exhibits 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.
S 900 Parcel Number S1129223095 k D M JA
; Partners
1975 E Victory Road, Meridian, ID 83642
OWWOD
2815 E 3300 S, Salt Lake City, UT 84109
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oZ TEAKWOOD
o •54' in SUBDIVISION
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LOT 1 LOT 3 s
z 6,154 SF o SITE LOCATION DEVELOPMENT
5,494 S O 135.62,
5.00' : 1831 E. Overland Rd Jarron Langston
S TBACK SIDE OF HO SE o ; e Meridian, ID 83642 208-724-6239
17.0' W NOTES:
92.54' � 4,331 SF 7
90 2
2
72.54' o LU 101 i o M
PI 81.45'
4,322 SF 06 "' LOT 1 A
SIDE OF HOUSE
o LOT 4' 0 u 5,J93.F4'
TROLL CURB 4,323 SF c o LOT 2 6 o E PALERMO DR GQ�
Ln 6,799 SF �fl,,
� o LOT 11 0 ' 144.96'
4,324 SF
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T SIDEWALK o LOT010 0 0 9
Fti
4,325 SF 1 0
pi) (Pi)
CONNECT TO EX. 6"PRESSURE LOT
IRRIGATION MAIN F
BLOCK 1 4,245 SF ,�� • ��' 34,07 6 SF
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0 71.76' L .
LOT 2 71.76 BLOCK 2 En
CD
VICINITY MAP
4,577 SF
w N MERIDIAN, ID
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20.00' U_ o�` c?8.,...._ cti 08 S134 > >s
SETBACK O 33 14 ^1t,- 4L 00 OT 8 �OT 7 0 5�34,S. 4
z SF ,4,643 SF •OT 6 ;�
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,� SIDE OF HOUSE SITE MAP - MILLWOOD SUBDIVISION
w 0 20.00'O Ln SETBACK SCALE 1"=100'
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LOT 3 O NOTE:
0 6,154 SF z PAVEMENT SECTION TABLE THIS PRELIMINARY PLAN SET IS PROVIDED FOR
v 0 INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
EXISTING 6"PRESSURE COMMON DRIVE #1 SECTION FLEXIBLE PAVEMENT NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
IRRIGATION MAIN
20.00' MAP PATTERN CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
DRIVEWAY SIDE OF HOUSE &
ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
20.00' RIVE CONCRETE N/A PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
20.0' APPHALTIC CONCRETE 2.5" BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
CRUSHED AGGREGATE BASE 4.0" NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
1.0' 19.0' 0.0' STRUCTURAL SUBBASE 10.0" OWNER OR THEIR DESIGN CONSULTANTS.
2.0' 5.0'
2.00%�� COMPACTED SUBGRADE SEE GEOTECH
/ REPORT
. .........................................................
\ ONLF
N
/ \ 3"ROLLED CURB PER A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY
ACHD SUPPLEMENTAL
STANDARD DRAWIN SD-702 SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. 14176
/ G
/ \ / / \ r �\ / IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE#B191968G N�2/10/23�p 44/
IR GM U) R17.00' T CONCRETE SIDEWALK MATERIAL SPECIFICATIONS: 9TFO F
- PER ACHD SUPPLEMENTAL 9 O J
STANDARD DRAWING EN AL ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC,SECTION 810 CLASS III R0 R
PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE
B I . 34.0' -I MATERIALS.
CONNECT TO EX 8"WATER MAIN
-d STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS Millwood
I COMMON DRIVE #1 - SECTION DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THE
U) ��_ MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 3 THE COMPONENT THICKNESS.
�' SCALE 1 =5 GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801,
(W) (W) W W W W TABLE 1.
A
, Subdivision
y OWNER Common Drive #1
� RICHARDSON STREET
- — o — EPIC DEVELOPMENT Exhibit
E.OVERLAND RD ME PROJECT: PROJECT#
•� MERIDIAN,ID 83642
A I CONTACT: 39 JARRON LANGSTON DRAWN BY: CLS
REVIEWED BY: ERB
ARCHITECT: REVISIONS:
(SS) by (SS) SS SS SS SS No. DATE REMARKS
ARCHITECTURE DESIGNS PLUS
0 1831 E.OVERLAND RD
°g MERIDIAN,ID 83642
CONNECT TO EX. 8" (208)353-0734
SEWER STUB CONTACT:
U I (A)GLENN WALKER,AIA
PRC
k 3034DS CIVIL/SITE ENGINEER:
69.00' DATE:
EDM PARTNERS
A PO BOX 6925 February 10, 2022
BOISE,ID 83707
Y SITE MAP - MILLWOOD SUBDIVISION (208) 891 9968 SHEET NUMBER:
CONTACT:TED BURKE, PE
SCALE 1"=10'
EXH �l
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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
Parcel Number S1129223095
1975 E Victory Road, Meridian, ID 83642 Partners
° I \\ // 2815 E 3300 S, Salt Lake City, UT 84109
20.00, \\ / (801) 305-4670 wvvw.edmpartners.com
SETBACK
TAMAYO COURT °
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\ / > Rip
° \ aQ ��cyCq�'q
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rr — r
E VICTORY RD SCALE: 1 — 40
w R16.00' Cal \ Uj
S,S PROPOSED FENCEL E FATHOM ST ��F� 0 20 40 80 120
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LOT 3tA 4SSS 5.00' SETBACK 34,706 SF O TEAKWOOD DEVELOPER:
S J
vi SUBDIVISION
41,
DEVELOPMENT
Q 4', SS 1 SITE LOCATION
20.88, \ 1831 E. Overland Rd Jarron Langston
e Meridian, ID 83642 208-724-6239
° SS \�4„ LANDSCAPE
\ STRIP NOTES:
° � COMMON DR/V
c, MMO E#
o Q SLOT 4
2
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N 51•34 439 % PROPOSED FENCE
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O Q 127 9, ^� a� �\ o E PALERMO DRCy 44J
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S� �4tt0��FSS S�'34 20.00' �
ONE OF NOo D) SETBACK
F� o�QILI
FRONT OF HOUSE 524 VICINITY MAP
o mQ ?0 MERIDIAN, ID
^�� DRIVE�gY SCALE: 1" = 500'
EL
LOT 7
4,643 SF \
FRONT OF HOUSE
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J .54'
w 72.54'
0 FRONT OF HOUSE 4L,5OT23r
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LOT 3 s
vwi 6,154 SF o
0 135.62'
LOT 6 LOT 4
_ yo 4R OF w0 4,706 SF LU w N 5,614 SF w
O w p ^ 69.00,. do C21 NOTE:
Ln 2 O LOT 5 L = O LOT 14 THIS PRELIMINARY PLAN SET IS PROVIDED FOR
\ L� = 4,690 SF O in LL v 4,331 SF00 v 99 INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
O 2 0 O O LSQO ° TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
\ p w O p w o OT o 81.45' NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
�_ 00 T,322 SF o3 en LOT 1 6
Fn
N �_ w N v � ,� CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
SI D�j N N �� PERMITTEDON THE SIS OF PLANS THAT HAVE BY ALL NECESSARY REGULATORY AGENCIES
EEN FULLY
P/ H USgR OF 90.04' S'$42.bF
N a o LOT 12 0
4,323 SF LOT 2 6 AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
N, 6,799 SF 9 BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
o 90.07'LOT 11 0 144.96' AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
v 4,324 SF NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
44Q� qq �
OWNER OR THEIR DESIGN CONSULTANTS.
o LOT010 0 0 90.
00 4,325 SF `^
0
ONAL F
PAVEMENT SECTION TABLE � 4 O 9 LOT 3 F "�
71.76' L�.' 34,706 SF FF�
z FLEXIBLE PAVEMENT 71.76' COMMON DRIVE #2
LU
U_ 14176
w COMMON DRIVE #2 SECTION MAP PATTERN n r N 2/10/23 p
a 3 CONCRETE N/A `� ' ' � �TF OF
0 ��P Q��
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& Cr & qR� R g
APSHALTIC CONCRETE 2.5" o^ C28 Q8 .51.34, 15
CRUSHED AGGREGATE BASE 4.0" 33, ^��P^4,T 8 OT 7 b 51.34.5 6
20.0' �4, 14 643� OT 6 rq 4'
MP Millwood
bA
STRUCTURAL SUBBASE 10.0" 89. ,7� ,�v l 5 Er
LOT 18.0' 1.0' Sj � ,LOT
COMPACTED SUBGRADE SEE GEOTECH 801 P,614
5' 4 Subdivision
W f -2.00% 2.00%—� REPORT 2 .
51.24,
:...: :........................................ 51 33,
A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY OWNER Common Drive #2
\ \ \ SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. Exhibit
IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE#B191968G EPIC DEVELOPMENT 1831 E.OVERLAND RD PROJECT: PROJECT#
MATERIAL SPECIFICATIONS: MERIDIAN,ID 83642
G ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF ISPWC,SECTION 810 CLASS III (208) 724-6239 DRAWN BY: CLS
NOTE: PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC CONTACT:JARRON LANGSTON
1. ONLY LOTS 13, 14, AND 15 MAY HAVE Q REVIEWED BY: ERB
o DRIVEWAY ACCESS TO COMMON DRIVE#2. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. SITE MAP - MI LLWOO� SUBDIVISION
2. LOT 12 TO TAKE DRIVEWAY ACCESS FROM ARCHITECT: REVISIONS:
AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE
TAMAYO COURT. MATERIALS. No. DATE REMARKS
ARCHITECTURE DESIGNS PLUS
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS
oDETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT THAT THE 1831 E.OVERLAND RD
MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 3 THE COMPONENT THICKNESS. MERIDIAN,ID 83642
GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, (208)353-0734
TABLE 1. CONTACT:
U (A)GLENN WALKER,AIA
'o
k
CIVIL/SITE ENGINEER:
EDM PARTNERS DATE:
A PO BOX 6925 February 10, 2022
BOISE,ID 83707
p (208) 891-9968
CONTACT:TED BURKE, PE SHEET NUMBER:
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