HomeMy WebLinkAboutPre-plat updated 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 Partners
\\ \\ \\ \ 1975 E Victory Road, Meridian, ID 83642
\\ \ \ \ I I I \ Preliminary Engineering Notes 2815 E 3300 S, Salt Lake City, UT 84109
1. Domestic water service will be provided by City of Meridian. 8"water mains will be installed
M \ I \ throughout the subdivision connecting to the existing 8" water main on E. Richardson St. (801) 305-4670 www.edmpartners.com
\\\ & \\\�\ \ I \ 2. Sanitary sewer service will be provided by the City of Meridian. The property will be served by
\\ \ �T I \ 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 > Rio
Department of Environmental Quality and City of Meridian requirements. a Ftieq c • •
5. All streets not located within a common lot shall be dedicated to ACHD. ao Gtic
\ \\ \� `�. \\ ✓ 6. Storm drainage shall be collected and routed to storm retention facilities that meet ACHD's and
N a gtiq�
\ \ \\ \ I I the City of Meridian's requirements. The storm retention facility types, sizes, and locations will m E VICTORY RD SCALE' 1" = 40'
\ \ I
be determined during final design. o
7. Pressure and gravity irrigation improvements shall be determined during final design.
�61 ( / XX \ \\ \ \ \ I 8. Construction of the following improvements will be in compliance with the Standard Meridian 0 E FATHOM ST lF 0 20 40 80 120
NI 5, op �9 Construction Notes: water, drainage, sewer, and pressure irrigation.
_ti65 9. City of Meridian sanitary sewer and water easement locations to be determined during final u 'Py� DEVELOPER:
design. o TEAKWOOD
2656 \\ \\\ \ \ \ EXISTING EASEMENTS I 10. Public utilities located within the site shall be housed in a public utility easement. SUBDIVISION
\ \ \ \ 11. Refer to this sheet for street sections.
12. Project will be developed in a single phase. All public utilities and shared infrastructure
20'x20'LOT 1 DRIVEWAY 2657 (?6$q) \ \\ �.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
2 .00' 13. All excavation, trenching, bedding, backfill, and final dressing necessary to construct/install
CONNECT TO EX. IN PROPOSED 197 LF 6"CL200 PVC each item on the plans shall be included in the bid and be considered incidental.
PRESSURE IRRIGATION MAIN 5. 0'I \ 74.63' PRESSURE IRRIGATION LINE \
\ 14. Grading and earthwork is not included or shown on these plans. 1831 E. Overland Rd Jarron Langston
(p1) � 1 W W \ \ \ \ 15. In addition to mass earthwork, the Contractor is required to furnish a minimum 6" of topsoil. It s Meridian, ID 83642 208-724-6239
77
Ul r \ \ is the Contractor's responsibility to determine the amount of topsoil required and include it in TT
O 5.00'LANDSCAPE BUFFER
f7 3/4"SINGLE WATER a \ / the bid; topsoil shall be incidental to Contract. NOTES:
SERVICE PER MERIDIAN \ 10.00'MULTI-USE PATHWAY \ \ I I I / Shared Improvement Material
STD DWG W1 (TYP.) ,p/ 5.00'LANDSCAPE BUFFER QuantityEstimates
N N 6 \ s6, 0 1. Sewer
�� s I I /
6s �� PROPOSED 173 LF 5'SIDEWALK(SD-709) \ \ / Zoning Information
1.2. 8"ASTM D 3034 SDR 35 PVC Sewer Main 540 LF
Current Zoning: RUT 1.3. 5'Standard Manhole 3 EA
O \ \ PROPOSED 173 LF 2'ROLLED CURB(SD-702) \ // I Proposed Zoning: R-8 Qv 1.4. 4"Sewer Lateral 17 EA
EXISTING 6"PRESSURE PROPOSED FIRE HYDRANT ASSEMBLY \ I I I Q� 2. Water
IRRIGATION MAIN 1 I TEST PIT \ PROPOSED 6"PRESSURE o E PALERMO DR 2.2. 8"C900 PVC Water Main 566 LF
\ - 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-ft2 o Q,Q 2.4. Fire Hydrant 2 EA
I j C900 PVC WATER MAIN
-CONNECT TO EX. 8" 5. 0' 133.73' 10 C9 \ I Minimum Street Frontage: 40-ft a
WATER MAIN \ �` (2657, \ Setbacks 2.6. 8"Gate Valve 5 EA
2.5. 6"Gate Valve 2 EA
'A 2.7. Water Service Lateral w/Meter(Single) 5 EA
2657IF PROPOSED 14 LF 8" `� ) I Front (to Garage): 20-ft Fy
(W) C900 PVC WATER MAIN \ � Front t0 Living Area 10 ft 2.8. Water Service Lateral w/Meter(Double) 6 EA
E. RICHARDSON ST. I \ c \ 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 PROPOSED ROW- s PVC PRESSURE IRRIGATION \ I i Rear: 12-ft �F�r 3.2. 6"Gate Valve 4 EA
I PROPOSED 5'SANITARY LINE w/ 10"SLEEVE \ I 3.3. Service Lateral w/Meter 20 EA
- - - - SEEPAGE BED SEWER MANHOLE p!�
4. Roadway
° - PROPOSED 6"PRESSURE / 1 4.1. Curb&Gutter ISPWC SD-702 Roll Curb 1,223 LF
C(3PdPFECTEX. 8 3 �r-C29 \ VICINITY MAP 4.2. ACHD-ISPWC SD-709 5' Sidewalk 6,047 SF
SEWER STUB 69 C28- IRRIGATION GATE VALVE
'� O \ �',� � �\ / MERIDIAN, ID 4.3. T78"Asphalt Paving 23,245 SF
PROPOSED 127 LF 8"ASTM) �'T i�l ho '�I PROPOSED PED RAMP,�jj� \
\ / SCALE: 1" = 500' 4.1. Street Lights 2 EA
3034D SDR 35 PVC SEWER MAIN _ N � \SD 712HrH6"(�) �/
W TEST LEGEND
\ v
EXISTING 12"GRAVITY PROPOSED ROW `r O0 �� I ' IMPROVEMENT NOTES:
IRRIGATION LINE I II SEEPAGE BED > M L EX. BRIDGE I\ CURVE TABLE s _ This concept plan does not include information for
Lr
\�/ \ SDR 35 PVC SANITARY SEWER
105.�11' 20'EMERGENCY ACCESS EASEMENT earthwork and grading improvements.
PLACE CHAIN OR BOLLARDS IN CURVE ARC LENGTH RADIUS CHORD DIRECTION CHORD LENGTH This concept plan does not include information for storm
N o J ��� �\FRONT OF BRIDGE) \ ss ss EXISTING SANITARY SEWER drainage improvements.
90.53'.
/ \\ I C9 9.73 21.50 S72°25'04"W 9.65 ® SANITARY SEWER MANHOLE This concept plan does not include information for gravity
� o \ I \ irrigation improvements.
o I ./ o �' h� \ so �tn \ ^ V I \ C10 1.71 21.50 N87°39'56"E 1.71 PROPOSED SEWER SERVICE
IRRIGATION SERVICE TO o LnLn
/ tib v'• \ \
CONNECT TO EXISTING N / \ �� \ _� 1f6191\ \ w w
PRESSURE IRRIGATION N m \ \ PVC C 900 WATER LINE
NEAR REAR LOT LINE, m i �\ I I n \ \ , (w) (w) EXISTING WATER LINE
TYPICAL LOTS 10-17 _ N PROPOSED PRESSURE IRRIGATION
135.26' �
90.55' �I j� /� SERVICE LINE Et METER(TYP) \� �{ WATER SERVICE, SINGLE Et DOUBLE
III I I Z o / w / \\ / \ so \\s I \ I \\ \ DG + 7 WATER VALVE,TEE Et BEND
I o W I/ \ \
!nD
O ,on r / p, FIRE HYDRANT
O 3/4"DOUBLE WATER � I O/I
to SERVICE PER MERIDIAN ae i / I O \ \\ EXISTING FIRE HYDRANT
j STD DWG W1 (TYP.) N 164.71' �� � \ \\\
N v \ I \\ (lr) EXISTING GRAVITY IRRIGATION (GI)L
m -�D11.57 EXISTING PRESS. IRRIGATION(PI)LIN
t/f
0 PIT '. /
O b 9J �' 0 3/4"SINGLE WATER C 900 PVC PRESS. IRRIGATION (PI)LitTHIS PLAN SET IS PROVIDED FOR
O o w o SERVICE PER MERIDIAN \ /�\ \\ \\
3 Lo., 4"SS LATERAL « Q rn STD DWG W1 (TYP.) \ \ I /� \\ � PI SERVICE Et METER INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE
Y (TYP,) o I y < TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE
W (2 ^� l \\ PI VALVE,TEE Et BEND NOT INTENDED TO BE USED FOR PREPARATION OF FINAL
6SS� �r, " 1Qd 15 \ II CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED
N Q°� ,ri PROPOSED 1050 LF 5'SIDEWALK(SD 709)
\. PROPOSED STREET LIGHT
90.60 a 00 ' �I / /v \ I II ON THE BASIS OF PLANS THAT HAVE BEEN FULLY
In \ 6 PERMITTED BY ALL NECESSARY REGULATORY AGENCIES
N ~ `o I " II (oh) (°- EXISTING OVERHEAD UTILITY
PROPOSED 1050 LF 2'ROLLED CURB (SD-702) \ \ I I AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES
// o < i( \ \ \ ASTM 3034D PVC STORM DRAIN BETWEEN THE INFORMATION PROVIDED ON THESE PLANS
C,�, / O o � � I� I � \ AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL
"N I I �� Ln I // \ / \\\ \ \� - - - - - - - - EXISTING STORM DRAIN NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE
"' / �t�, > / \\` / OWNER OR THEIR DESIGN CONSULTANTS.
�oJ SD COMBOBOX,CB Et Co
PROPOSED STORM WATER
s I/ QQ / / \/ SAND Et GREASE TRAP pNA L F
/ I`N / / PROPOSED STORM SEEPAGE BED NG/A
J �„b °� PROPOSED 572 LF 6"CL200 PVC FR F
PROPOSED GROUNDWATER c<`�
$ o N I \ / HOME O o N o ` I ^ / </ // PRESSURE IRRIGATION LINE OBSERVATION WELL
Ln / � 3 // I N \ \ - - - - - - - - - EXISTING MAJOR CONTOUR 14176
r in PROPOSED FIRE \ U'� 5/3/24 �O �
90.64' `A ����HYDRANT ASSEMBLY \\ / I EXISTING MINOR CONTOUR
yTF OF40
P��
\O
\ / • ' \ / / I I PROPOSED MAJOR CONTOUR q'4D R �J
N
o I o R26.00' \ / / / PROPOSED MINOR CONTOUR
In Ln
\ /
o IPATH WAY // R26.00'. h \ \ 13q\ / I I Millwood
EXISTING A PRESSURE 0,}1 3/4"SINGLE WATER
IRRIGATION MAIN \ v \ 133.17 SERVICE PER MERIDIAN I OWNER • • •
a
r ® \ STD DWG W1 J
0. o% J a �� EPIC DEVELOPMENTIII Subdivision
i `Vb 09 53 0>, 1831 E.OVERLAND RD
w 36.66, I q~ MERIDIAN,ID 83642 Preliminary Plat
I 1 / I o 1q0 09 53 07, ^1 � �I I J (208) 724-6239
12. I �' I PROPOSED 5 SANITARY 1 `" i I J LU CONTACT:JARRON LANGSTON
\ I \ I SEWER MANHOLE\ s 21
64,i I PROJECT: PROJECT#
STANDARD ROAD SECTION ARCHITECT:
1 I I DRAWN BY: CLS
\ \ z6s8 2.00' / /� \ I I ARCHITECTURE DESIGNS PLUS REVIEWED BY: ERB
/R / I I I 3 ME E.OVERLAND RD REVISIONS:
" o�� (208)DI3N0,734
1D 83642
& I & CONTACT: No. DATE REMARKS
c PROPOSED 6"PRESSURE
/ I O 10 I 48.00'
(A)GLENN WALKER,AIA
IRRIGATION GATE VALVE
6si ) l O I 17.00' 17.00' SURVEYOR:
5.00' 2.00' f-2.00% 2.00%-y 2.00' 5.00'
s� - ............. . JJ HOWARD SURVEYING
SUITE D
/ j ......m..
5983 W. STATE
Ira � \ \\ /�6s I /\\/ \ � /� /� /� // / `` BOI SE, I DAHO 83703
o / PROPOSED 357 LF 6"CL200 PVC 5'CONCRETE SIDEWALK (208) 846 8937
3"ROLLED CURB PER PER ACHD SUPPLEMENTAL CONTACT: ERIC HOWARD, PLS DATE:
o / PRESSURE IRRIGATION LINE \ \\ \ I ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 May 3 2024
A \I STANDARD DRAWING SD-702 CIVIL/SITE ENGINEER: y '
EDM PARTNERS SHEET NUMBER:
PO BOX 6925
BOISA (08)E891 99687
W CONTACT:TED BURKE, PE
A