PZ - Revised Preliminary Plat 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 1 \ Preliminary Engineering Notes
\\ \ 2815 E 3300 S, Salt Lake City, UT 84109
\\ \\ I I I \ 1. Domestic water service will be provided by City of Meridian. 8" water mains will be installed
\\ \\ \\ I I I \ throughout the subdivision connecting to the existing 8"water main on E. Richardson St. (801) 305-4670 wvvw.edmpartners.com
\ \\ ��� 2. Sanitary sewer service will be provided by the City of Meridian. The property will be served by
\ \ \ an extension to the existing 8" sewer trunk on E. Richardson St.
3. Water and sewer line sizes and locations are preliminary and will be refined during final design.
Q 4. All domestic water mains and sanitary sewer will be installed in accordance with the Idaho Department of Environmental Quality and City of Meridian requirements. o as tiaq�
5. All streets not located within a common lot shall be dedicated to ACHD. o tic
\\ \� \ I I I ✓ 6. Storm drainage shall be collected and routed to storm retention facilities that meet ACHD's and
the City of Meridian's requirements. The storm retention facility types, sizes, and locations will E VICTORY RD m SCALE: 1" = 40'
\ \\ \ be determined during final design.
'sC�io \\ \\ \\ 7. Pressure and gravity irrigation improvements shall be determined during final design. > ��
/ \ \ \ I 8. Construction of the following improvements will be in compliance with the Standard Meridian 0 E FATHOM lF 0 20 40 80 120
sue. \ PROPOSED 391 LF 6"CL200 PVC \ I I Construction Notes: water, drainage, sewer, and pressure irrigation. 0
\ PRESSURE IRRIGATION LINE � F DEVELOPER:
\ \ I 9. City of Meridian sanitary sewer and water easement locations to be determined during final v Py�
LOT design. o TEAKWOOD
12'x4o'LOT 1 DRIVEWAY \ \\\ \ \ EXISTING EASEMENTS I I 10. Public utilities located within the site shall be housed in a public utility easement. Ln SUBDIVISION
\ \\ \\ \ I I I 1 11. Refer to this sheet for street sections.
\ \ I I I 12. Project will be developed in a single phase. All public utilities and shared infrastructure wr= lm
�(�654) oo\\ \\ \�\�. \ \ i I (including but not limited to roadway and storm drainage) will be installed in a single phase.
CONNECT TO EX. 6" 40.6 ' \ zyo\\ \ \�\ \\\ I I I Individual lot improvements will be constructed in accordance with demand. DEVELOPMENT
SITE LOCATION
PRESSURE IRRIGATION �G\ \ \\ I I 13. All excavation, trenching, bedding, backfill, and final dressing necessary to construct/install
MAIN �o� \ \� \ / I 1 each item on the plans shall be included in the bid and be considered incidental.
6
(pi) �111 .00'LANDSCAPE BUFFER\ \ \� 14. Grading and earthwork is not included or shown on these plans. 1831 E. Overland Rd Jarron Langston
5 i e
LOT 2 \ I 15. In addition to mass earthwork, the Contractor is required to furnish a minimum 6" of topsoil. It Meridian, ID 83642 208-724-6239
N 10.00'MULTI-USE PATHWAY /
4,577 SF \ \ I is the Contractor's responsibility to determine the amount of topsoil required and include it in
5.00'LANDSCAPE BUFFER \ I / NOTES:
BLOCK 1 \ / the bid; topsoil shall be incidental to contract.
1os.4s \\ \ PROPOSED 125 LF 8" \\ I / Shared Improvement Material
3/4"SINGLE WATER �—� \ C900 PVC WATER MAIN /�6 I I / Quantity Estimates
. Sewer
SERVICE PER MERIDIAN \ SJ I / 0 11.2. 8' ASTM D 3034 SDR 35 PVC Sewer Main 381 LF
STD DWG W1 \ `PROPOSED 263 LF 5'SIDEWALK(SD-709) p /
o LOT 3 1 `"` % /
rd
3 EA
'n
Z ,� 6,154 SF / I �P 21 4Wateewer Lateral Manhole 15 EA
PROPOSED 263 LF 2'ROLLED CURB (SD-702) �I v
EXISTING 6"PRESSURE O <� PROPOSED FIRE HYDRANT ASSEMBLY I I o E PALERMO DR CP
IRRIGATION MAIN 2.2. 8"C900 PVC Water Main 557 LF
TEST PIT 1 PROPOSED 6"PRESSURE I ��
O I IRRIGATION GATE VALVE I L�,� 2.4. Fire QJ 2.3. 6"C900 PVC Fire Hydrant Lateral 56 LF
<� �� 2.5. 6" Hydrant Ga
\ t Valve 2 EA
CONNECT TO EX. 8" \ \ 12657), \ I I � 2.6. 8"Gate Valve 5 EA
WATER MAIN b y \, I 2.7. Water Service Lateral w/Meter(Single) 2 EA
(
6s6 1'Oy PROPOSED 57 LF 8"W I o I �� 2.8. Water Service Lateral w/Meter(Double) 7 EA
( ri C900 PVC WATER MAIN \
PROPOSED W — 3. Pressure Irrigation
SEEP BED RICHARDSON STRE T I \ \ �/ i 4'F 3.1. 6"ASTM D 2241 CL200 PVC PI Main 1,163 LF
(SS) SS PROPOSED 46 LF 6"CL200 PVC �• / Fj 3.2. 6"Gate Valve 4 EA
\ PRESSURE IRRIGATION LINE w/SLEEVE 3.3. Service Lateral w/Meter 19 EA
4. Roadway
CONNECT TO EX. 8" PROPOSED 6"PRESSURE / I� \ 4.1. Curb&Gutter ISPWC SD 702 Roll Curb 1,287 LF
SEWER STUB �/ IRRIGATION GATE VALVE VICINITY MAP 4.2. ACHD-ISPWC SD-709 5' Sidewalk 6,315 SF
I PROPOSED 105 LF 8"ASTM ,•_` p w �,i/ \ 20'EMERGENCY ACCESS EASEMENT
3034D SDR 35 PVC SEWER MAIN I I 0 COMMON \ PROPOSED PED RAMP%� \\ (PLACE CHAIN OR BOLLARDS IN FRONT OF BRIDGE) MERIDIAN, ID 4.3. 3t/8"Asphalt Paving 26,343 SF
Ln 4.1. Street Lights 3 EA
I I I LOT 14 i v 3,656 SF SD 712H"H6"(TYP) �b5P) . I
C 1" = 5
\ 14,331 SF ; �I o
W / \ J v LEGEND
IIIi PROPOSED 5'SANITARY i N� / 1
\ L SEWER MANHOLE ' '^C \�i� \•I IMPROVEMENT NOTES:
EXISTING 12"GRAVITY � - PROPOSED ��yL
IRRIGATION LINE 90.02 PROPOSED ; 20'ASPHALT DRIVE /� \ EX. BRIDGE \ This concept plan does not include information for
SDR 35 SANITARY SEWER
\
O GE \ I \ earthwork and grading improvements.
SEEPAGE
0 81.45 \ y_ \ \ ss — EXISTING SANITARY SEWER This concept plan does not include information for storm
BED a 3/4"SINGLE WATER \ drainage improvements.
(pi) of I I I LOT 13 SERVICE PER MERIDIAN \\
4,322 SF / STD DWG W1 I <� \ I \ ® SANITARY SEWER MANHOLE This concept plan does not include information for gravity
/ \I 11 I 4"SS LATERAL ' / i \ 1// �` irrigation improvements.
IRRIGATION SERVICE TO I I I 1 (TYP•) / / )\\ \\ \\ \\ PROPOSED SEWER SERVICE
CONNECT TO EXISTING I I -) LOT 1 \ �� c\\ I o \ 1�b5�1 \ w w EXISTING WATER LINE
PRESSURE IRRIGATION 90.04' n / 5,409 SF \ \\\
NEAR REAR LOT LINE, I I I rn I \ M M PVC C-900 WATER LINE
TYPICAL LOTS 4-9 o bj I I 114.04' —
LOT 12 z / / ✓/
\\ WATER SERVICE,SINGLE Et DOUBLE
v/ II 4,323 SF �I / \ \ �a 5• WATER VALVE,TEE Et BEND
3/4"DOUBLE WATER h
Z / SERVICE PER MERIDIAN I N 1 2 FIRE HYDRANT
\ I C, \�\
STD DWG W1 (TYP.) LO I 6,799 SF
I / PROPOSED PRESSURE IRRIGATION �\
EXISTING FIRE HYDRANT
', 11 I 10.0\` N � / SERVICE LINE Et METER(TYP) �\\
n �� I /16 '^ — I \\ \�\� (lr) EXISTING GRAVITY IRRIGATION(GI)L
00 I 1 S 144.96' /
oo LOT 11 v� /
N v n I 4,324 SF
EXISTING PRESS. IRRIGATION (PI)LIN
Q b TEST PIT / \ \ \
/ \ PVC C-900 SEC.WATER LINE NOTE:
0 I I I o / \ \ \ I \\ THIS PRELIMINARY PLAN SET IS PROVIDED FOR
Ln o 8/ I, 0 PI SERVICE METER INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
Y 19 .09• _ Z) o ( \\ 10.00'MULTI-USE PATHWAY TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
F FINAL
LU i I � ) /Q6SS1 \ O $ j J \\ 1 5.60'LANDSCAPE BUFFER PI VALVE,TEE 8 BEND NOT CONTRACTDEDS. INAO BE USED FOR L CONTRACTS SHALL ONLIOB OPREPARED
/COT 10 / O „ PROPOSED 1000 LF 5'SIDEWALK(SD 709) i 5.00'LANDSCAPE BUFFER PROPOSED STREET LIGHT ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
v m
CIO / % 4,325 SF Q o I \\\ \\�Ai III (oh) m EXISTING OVERHEAD UTILITY PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
PROPOSED 1000 LF 2'ROLLED CURB (SD-702) \ I BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
RCP CL III STORM DRAIN
::E. U / I/� \ \\\�\\ I _ — — — — — — - AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
1 90. A If / \\ \ EXISTING STORM DRAIN NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
/
l I / ••� / / \\\ OWNER OR THEIR DESIGN CONSULTANTS.
I LOT/9 Z / / \ \ Z ® ® PROPOSED SSD OTO M WATER
4,247 SF + s < / // LOT 3 \ O SAND 8 GREASE TRAP G'
\ / / 34,706 SF > I PROPOSED STORM SEEPAGE BED ONAL FN
�A
V� CA
R15.1 ' � e
71,76
7 .76' • < PROPOSED 894 LF 6"CL200 PVC
�\ BLOCK 2 / PRESSURE IRRIGATION LINE
— — — — — — — — — EXISTING MAJOR CONTOUR 14176
r, N \\ , / / - — — — — — - EXISTING MINOR CONTOUR NET 10/2O3P�p��
N
N / `I \ / I I PROPOSED MAJOR CONTOUR9R F OF
30'x40' I
\ / I I o R .
OT LOT I 1 n R52.00'1�b5b1- \\ / I I PROPOSED MINOR CONTOUR
I IL I — —}' PROPOSED 5'SANITARY
EXISTING 6"PRESSURE PATHWAY SEWER MANHOLE r� I I Millwo o d
IRRIGATION MAIN '�" I _— `?l 3/4"SINGLE WATER
ti SERVICE PER MERIDIAN
OWNER
__� ,_ �11S.1�, STD DWG W1 I_--I • • •
��MMO 15 s � N I I� Subdivision
?0 N DR) � PROPOSED FENCE I w EPIC DEVELOPMENT
I CQMIKON LOf5 8g' VF \\� / H
1831 E.OVERLAND RD
I / 8157 SF C�a ' '• Lti5 51. - � CoMMo - /I I I a
MERIDIAN,ID 83642
Preliminary Plat
r" 834. /y (208) 724-6239
I \ — 2•439SFOr4o 1$1.1 I I I J CONTACT:JARRON LANGSTON
PROPOSED FIRE 1�
ern ( 1 �, r_i HYDRANT ASSEMBLY
�i01 8.80, \ .3q
\/ LOT 8 ) I 100 ARCHITECT: PROJECT: PROJECT#
ARCHITECTURE DESIGNS PLUS
\ 4,500 SF ^' LOT 7 \ 52 I I I I STANDARD ROAD SECTION DRAWN BY: CLS
4,643 SF b /
I I I I I I REVIEWED BY: ERB
^I 10 LOT 6 ( I I I I CL ME E.OVERLAND RD REVISIONS:
MERIDIAN,ID 83642
L
II I I 30 3- (208)353-0734
4,706 SF 09 1 CONTACT:
Ln
PROPOSED 6"PRESSURE ` <
No. DATE REMARKS
\\ \ \_ ° 1 I 1 I I I I 48.00' (A)GLENN WALKER,AIA
ti
IRRIGATION GATE VALVE LOT
5 I I( Io 4� 5614J
I III ✓,�5 :..0...'.. .:.:..: . ................ ..17...00' 17..0.0' . ...-.
SURVEYOR:
\ 2.00' 2.00% 2.00% 2.00' 5.00' JJ HOWARD SURVEYING EYING.0 ............. ..................
5983 W. STATE ST. SUITE D
1 83703
/ /l 5 CONCRETE SIDEWALK (08) 846 893
o ( � _ 660J I 3"ROLLED CURB PER PER ACHD SUPPLEMENTAL CONTACT: ERIC HOWARD, PLS DATE:
° ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 February 10, 2023
A \I STANDARD DRAWING SD-702 CIVIL/SITE ENGINEER:
EDM PARTNERS SHEET NUMBER:
PO BOX 6925
\\ BOISE,ID 83707
A (208) 891-9968
i CONTACT:TED BURKE, PE
A