HomeMy WebLinkAboutPre-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.
Parcel Number S1129223095 DM A
\\ \\ \ 1975 E Victory Road, Meridian, ID 83642 Partners
\\ \ \ I I I \ 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
N \ I \ throughout the subdivision connecting to the existing 8"water main on E. Richardson St. (801) 305-4670 www.edmpartners.com
M \\\ & \\\� \ 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.
4. All domestic water mains and sanitary sewer will be installed in accordance with the Idaho a RiaF
Department of Environmental Quality and City of Meridian requirements. like
5. All streets not located within a common lot shall be dedicated to ACHD. � Gtic
\ \\ �� J \ \\ I ✓ 6. Storm drainage shall be collected and routed to storm retention facilities that meet ACHD's and a qNq�
the City of Meridian's requirements. The storm retention facility types, sizes, and locations will m SCALE: 1" = 40'
\ \ E VICTORY RD
be determined during final design. o
\ \ \\ \ \ \ \ I 7. Pressure and gravity irrigation improvements shall be determined during final design. L�6� ( ��\ \ \\ \ \ \ I 8. Construction of the following improvements will be in compliance with the Standard Meridian 0 E FATHOM ST '�F 0 20 40 80 120
Construction Notes: water, drainage, sewer, and pressure irrigation.
9. City of Meridian sanitary sewer and water easement locations to be determined during final DEVELOPER:
design. o TEAKWOOD
\\ \\\ \ \ \ EXISTING EASEMENTS I 10. Public utilities located within the site shall be housed in a public utility easement. Ln SUBDIVISION
\ \ \ \ 11. Refer to this sheet for street sections.
12. Project will be developed in a single phase. All public utilities and shared infrastructure
2o'x2o'LOT 1 DRIVEWAY (?654) \\ \\ \\ �y\\ \ (including but not limited to roadway and storm drainage) will be installed in a single phase.
- Individual lot improvements will be constructed in accordance with demand. DEVELOPMENT
SITE LOCATION
CONNECT TO EX. 6" 2 .00 �9 3' PROPOSED 197 LF 6"CL200 PVC \ 13. All excavation, trenching, bedding, backflll, and final dressing necessary to construct/install
PRESSURE IRRIGATION MAIN 5. 74.63 PRESSURE IRRIGATION LINE / I i each item on the plans shall be included in the bid and be considered incidental.
14. Grading and earthwork is not included or shown on these plans. 1831 E. Overland Rd Jarron Langston
(pi) 6s \ ` 5.00'LANDSCAPE BUFFER i s
l 15. In addition to mass earthwork, the Contractor is required to furnish a minimum 6" of topsoil. It Meridian, ID 83642 208-724-6239
CJ rr \ 10.00,MULTI-USE PATHWAY \ I i is the Contractor's responsibility to determine the amount of topsoil required and include it in77
u; 5.00'LANDSCAPE BUFFER I I the bid; topsoil shall be incidental to contract.
�r \\ \ \\\ I I I , NOTES:
/ Shared Improvement Material
41 no.or \ ��� Q�
3/4"SINGLE WATER / Quantity Estimates
rn I SERVICE PER MERIDIAN `per \\
STD DWG W1 (TYP.) 6s �- PROPOSED 173 LF T SIDEWALK(SD-709) \ \ / Zoning Information 1. Sewer
1.2. 8"ASTM D 3034 SDR 35 PVC Sewer Main 540 LF
I Current Zoning: RUT 1.3. 5'Standard Manhole 3 EA
PROPOSED 173 LF 2'ROLLED CURB (SD-702) \ I / I 1.4. 4"Sewer Lateral 17 EA
EXISTING 6"PRESSURE I \ / Proposed Zoning: R 8 Qv
IRRIGATION MAIN I res$ir PROPOSED FIRE HYDRANT ASSEMBLY \ I I I Q� 2. Water
o E PALERMO DR L 2.2. 8"C900 PVC Water Main 566 LF
\ PROPOSED 6"PRESSURE
\ I i I I Dimensional Requirements � J� 2.3. 6"C900 PVC Fire Hydrant Lateral 37 LF
PROPOSED 125 LF 8" IRRIGATION GATE VALVE I Minimum Property Area: 4,000-ftz o Q,Q 2.4. Fire Hydrant 2 EA
I C900 PVC WATER MAIN
15. 0' 133.73' C37 C 61 \ (2657). \ Minimum Street Frontage: 40-ft 2.5. 6"Gate Valve 2 EA
CONNECT
WATEOR MAN •. \ \\, I Setbacks
— — R 2656 2656 I �F / (Single)
2 6 8"Gate Valve 5 EA
_ PROPOSED 14 LF 8" ) Front (to Garage): 20-ft 2.7. Water Service Lateral w Meter5 EA
(W) I I C900 PVC WATER MAIN Front t0 Livin Area 10 ft �� 2.8. Water Service Lateral w/Meter(Double) 6 EA
E. RICHARDSON ST. I N \ I ( g )'
F` 3. Pressure Irrigation
INSTALL 50 LF 6"CL200 \ \ Interior Side: 5-ft �� 3.1. 6"ASTM D 2241 CL200 PVC PI Main 1,176 LF
(ss) I v PROPOSED ROW— SS s PVC PRESSURE IRRIGATION \ I i Rear: 12-ft �F� 3.2. 6"Gate Valve 4 EA
PROPOSED T SANITARY LINE w/ 10"SLEEVE 3.3. Service Lateral w Meter 20 EA
SEEPAGE BED — b \
SEWER MANHOLE � p. �o\ �� \ / / � / � 4. Roadway
D PROPOSED 6"PRESSURE / / 4.1. Curb&Gutter ISPWC SD-702 Roll Curb 1,223 LF
CONNECT TO EX. 8" - \ VICINITY MAP 4.2. ACHD-ISPWC SD-709 5' Sidewalk 6,047 SF
SEWER STUB A 3 IRRIGATION GATE VALVE / MERIDIAN, ID 4.3. 3"/8"Asphalt Paving 23,245 SF
PROPOSED 127 LF 8"ASTM // PROPOSED PED RAMP /jj�i \ / \ SCALE: 1" = 500' 4.1. Street Lights 2 EA
_ 3034D SDR 35 PVC SEWER MAIN p �SD-712H"H6" (TYP)
II � � JI I
EXISTING 12"GRAVITY v I I PROPOSED ROW O0 �� I ' ( LEGEND IMPROVEMENT NOTES:
IRRIGATION LINE I I III SEEPAGE BED ��„ — ��L _ EX. BRIDGE I\ This concept plan does not include information for
I _ \ lss) SDR 35 PVC SANITARY SEWER earthwork and grading improvements.
_ 103. ' y 20'EMERGENCY ACCESS EASEMENT g g P
90.53' o l (PLACE CHAIN OR BOLLARDS IN ss ss EXISTING SANITARY SEWER This concept plan does not include information for storm
\ FRONT OF BRIDGE) drainage improvements.
(Dij SANITARY SEWER MANHOLE This concept plan does not include information for gravity
0 X/
C) I I / irrigation improvements.
oI O ,,• PROPOSED SEWER SERVICE
IRRIGATION SERVICE TO �
CONNECT TO EXISTING I I II I ,N N / / i 9� 3 \\1y6191 \ w W PVC C-900 WATERLINE
PRESSURE IRRIGATION �n m
NEAR REAR LOT LINE, I I I m / •�D� �\ I I \ , m w EXISTING WATER LINE
z __ 1's2.90' �_ PROPOSED PRESSURE IRRIGATION \ WATER SERVICE,SINGLE Et DOUBLE
TYPICAL LOTS 4 9 I 90.55'. i SERVICE LINE Et METER(TYP) \�
o I II III \ oo vU`, \ I\\ \\ C4 WATER VALVE,TEE Et BEND
Z ( O o; Ln ' 0 ��, \\\ FIRE HYDRANT
O 3/4"DOUBLE WATER nl A \ I \\\\
t_n / SERVICE PER MERIDIAN ; L o
STD DWG W1 (TYP.) 162.35' I \ \\\ EXISTING FIRE HYDRANT
pip _ 0.5T. �� r \ \ v \ I \\ (lr) EXISTING GRAVITY IRRIGATION(GI)L
N I I II III /l6sg/ EXISTING PRESS. IRRIGATION (PI)LIN
( TES,PIT �.' _0 0 NOTE:
O o II II I I z ; / 3/4"SINGLE WATER / \ I \ C 900 PVC PRESS. IRRIGATION (PI)LI
o> ,r, X\ THIS PRELIMINARY PLAN SET IS PROVIDED FOR
O o o w -0> SERVICE PER MERIDIAN \ /� \
3 III u, u o / / INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
4"SS LATERAL v STD DWG W1 TYP.) y \ PI SERVICE 8 METER
QIII (TYP.) g v / ( Ii 10.00'MULTI-USE PATHWAY TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
LLIN 191.80' 5.00'LANDSCAPE BUFFER �a ; PI VALVE,TEE Et BEND NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
(?bss) /�� I CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
—� r, PROPOSED 1050 LF 5'SIDEWALK(SD 709) \ �p 5.00'LANDSCAPE BUFFER PROPOSED STREET LIGHT
�0.6 � �„I � II � / � \ � \ I 11 � ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
\ \ J I PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
PROPOSED 1050 LF 2'ROLLED CURB (SD-702) \\ \� III "n " EXISTING OVERHEAD UTILITY AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
O o \ \ \\ III ASTM 3034D PVC STORM DRAIN BETWEEN THE AND HE FINAL PLANS AI SIUUED FOR ON ICONSTRUCTIONDED O N THESE PSHALL
� / L, LANS
Il / \\ - — — — — — ' EXISTING STORM DRAIN NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
SD COMBOBOX,CB:t Co OWNER OR THEIR DESIGN CONSULTANTS.
90.62' Z / ' / O�� / / \\ / ® AND Et GREASE STORM
M WATER
s
I�_ �� /// PROPOSED STORM SEEPAGE BED ONAL FNG�A
o \ / / / °� PROPOSED 572 LF 6 CL200 PVC E4
� V I / \� / HOME cri / / PRESSURE IRRIGATION LINE
/ / I O < / PROPOSED GROUNDWATER FF�
CN
• OBSERVATION WELL
< \ / - — — — — — — — - EXISTING MAJOR CONTOUR 14176
3 I h \ (P� 1/12/24�p �
90.64 N \ , EXISTING MINOR CONTOUR y� OQ
\ 90.64', / I ` � \\ / PROPOSED MAJOR CONTOUR gRO R OF\
PROPOSED FIRE
I l�bc�bl HYDRANT ASSEMBLY \ / / / I PROPOSED MINOR CONTOUR
o i OIII — R26100' \ / / /
EXISTING 6"PRESSURE �\\ /
IRRIGATION MAIN PATHWAY ` \ 3/4"SINGLE WATER , Millwood
I I L 'T \ \\ SERVICE PER MERIDIAN I OWNER
STD DWG W1 J • • •
11 \ , \ �i �/ a I EPIC DEVELOPMENT SubC�lylslon
60 .
_ N 1831 E.OVERLAND RD
E / I i I R26.00' �\ I I J Preliminary Plat
MERIDIAN,ID 83642
I I PROPOSED T SANITARY '• \�3S \\ 0 1 52 I W
O (208) 724 6239
\ J CONTACT:JARRON LANGSTON
17 SEWER MANHOLE �18,>>, 7
(Pi) I \ I S \ s235 N I00 STANDARD ROAD SECTION ARCHITECT: PROJECT: PROJECT#
ARCHITECTURE DESIGNS PLUS DRAWN BY: CLS
\ ) I I 1831 E.OVERLAND RD REVIEWED BY: ERB
MERIDIAN,ID 83642
a / R J ( 3 O (208)353-0734 REVISIONS:
& I & CONTACT: No. DATE REMARKS
U �}
PROPOSED 6"PRESSURE (�) I i 48.00' (A)GLENN WALKER,AIA
Ln
IRRIGATION GATE VALVE I i� rn I
6
oo -
3 ¢Cli A I ,r—5.00' 2.00' 17.00' 0 17.00' 2.00' 5.00'� SURVEYOR:
.. ............. .. ................ .---2.00i z.00i JJ HOWARD SURVEYING
5983 W. STATE ST. SUITE D
l SIDE'/RETE BOISE, IDAHO 83703
o / PROPOSED 357 LF 6'CL200 PVC \ SJ /1660 I \ PER ACOHD SUPPLEMENTAL/ CONTACT: ERIC HOWARD, PLS
Q / PRESSURE IRRIGATION LINE 9� I 3"ROLLED CURB PER DATE:
//Z STANDARD DRAWING SD-709
\ ACHD SUPPLEMENTAL January 12 2024
STANDARD DRAWING SD-702 CIVIL/SITE ENGINEER: '
/ EDM PARTNERS SHEET NUMBER:
PO BOX 6925
\ / BOISE,ID 83707
(208)891-9968 �
CONTACT:TED BURKE, PE
C,7