HomeMy WebLinkAboutPreliminary Plat Farrington Heights Subdivision Preliminary Plat
A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 7, Township 3 North,
Range 1 East, Boise Meridian, Ada County, Idaho.
DM
Parcel Numbers R2039261213, R2039261221) R2039261302
�1100, 1130 & 1180 E Pine Avenue, Meridian, ID 83642 E STATE A Partners
I
BLOCK 1 SHEET INDEX 2815 E 3300 S, Salt Lake City, UT 84109
22 DANBURY FAIR SUBDIVISION NO.7 C-1.0 PLAT LAYOUT & COVER NOTES (801) 305-4670 w vw.edmpartners.com
BOOK72, PAGE7407 C-2.0 DEMOLITION & EXISTING CONDITIONS 10 w
23 24 UNPLATTED uNPLATTED C-3.0 PRELIMINARY ENGINEERING SITE LOCATION
"PLS 7881" LA
N89°21'51 'E 314.47' Preliminary Engineering Notes •
96.95' 37.37' 35.03' 35.03' 32.03' 35.30' 37.75' 1. Domestic water service will be provided by City of Meridian. 8"water mains will be installed throughout the subdivision connecting to Z
w 5.00' the existing 8" water main on N. Adkins Ave.
N 8 M F F �LOC� 34 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 E PINE AVE
M 3,470 SF M M
trunk on N. Adkins Ave. SCALE:
s89°57'01"E 99.00' � °° 3 3. Water and sewer line sizes and locations are preliminary and will be refined during final design.
g w 5 w 4 w 3 w 2 3 1 o 4. All domestic water mains and sanitary sewer will be installed in accordance with the Idaho Department of Environmental Quality and
73.88- COMMON 23.0T 2 898 SF 2 793 SF 2 807 SF �2 579 SF o 2 856 SF 3 045 S� o
City of Meridian requirements. 0 20 40 80 120
Z.OS Z N N N N N '
DRIVE#1 o 0 0 o 0 5. All streets not located within a common lot shall be dedicated to ACHD. VICINITY MAP DEVELOPER:
o g W ° �,
O 2,646 SF W', v � Z Z zC Z L" 33 6. Storm drainage shall be collected and routed to storm retention facilities that meet ACHD's and the City of Meridian's requirements. MERIDIAN, ID
CC C The storm retention facility types, sizes, and locations will be determined during final design. SCALE: 1" = 500'
L N89° 5701"W 77.34' j 7. Gravity irrigation water has been provided b Nampa and Meridian Irrigation District NMID in compliance with Idaho Administrative
-90
7' 1 Y g p Y p g ( ) P
co 1,547,S c5 IC4 29.38' 1 35.03' 1 32.03' 1 35.30' 1 26.75' �� Procedures Act (IDAPA) Section 31-3805. Secondary irrigation water source shall be provided, as required, in accordance with City of
Ui
0 1 ��`, �� N89°57'59"W 158.49'
Meridian specifications.
M 2,685 SF �9 do HARDIMAN ST 8. Construction of the following improvements will be in compliance with the Standard Meridian Construction Notes: water, drainage,
C7 `, �6 N89°57'59"W 174.49' sewer, and pressure irrigation.
L N89° 5701'W 91.05' 9. City of Meridian sanitary sewer and water easement locations to be determined during final design. PRELIMINARY PLAT DATA:
10. Public utilities located within the site shall be housed in a public utility easement. NOTES:
/ �. � p Y EXISTING ZONING:
0 11 cu �' Ns9°57'S9"W 158.49' 0 10 32 11. Refer to PP-3 for street sections. R-4 1. This drawing is considered preliminary unless
M 2,923 SF Lti 75.22' 83.26' ��6rn
12. Grading and earthwork is not included or shown on these plans. affixed with a municipal approval or
13. All lot lines common to the public rights-of-way contain a 10.00-ft wide easement for public utilities City of Meridian street lights, PROPOSED ZONING: accompanied by a separate approval document.
0.30' P g Y P Y
N89° 57'01"W 80.00' 6 o 5 Homeowner's Association irrigation and lot drainage R 15 2. All sanitary sewer improvements shall conform
Qs 41.00' o F3,506 SF - °� �,55�SF ^ 14. Unless otherwise dimensioned, all lot lines common to the subdivision boundary and all rear lot lines contain a 10.00-ft wide SITE DATA: with the standards and specifications of the
0 12 o N easement for public utilities, Homeowner's Association pressurized irrigation and lot drainage. SITE AREA 203,829±SF City of Meridian.
`^ 2 800 SF ROW -589°57'59'E 188.49'- SITE ACREAGE 4.68±ACRES 3. All culinary water improvements shall conform
M M F_ 94.23' 94.26'
�I DIMENSIONAL STANDARDS (R-15): with the standards and specifications of the
N89° 57'01"W 80.00' o 7 BLOCK o 4 o MIN. PROPERTY SIZE 2,000 SF/0.04 ACRES City of Meridian.
10 3,393 SF 3,393 SF 4. All improvements in the public right of way
F 13 71 o 3' UTILITY REPRESENTATIVE ACRONYM PHONE NUMBER SETBACKS:
shall conform with the standards and
0 0 -S89°57'59"E 18 I.52'- STREET(TO GARAGE):
2 800 SF � M M - LOCAL 20' specifications of the Ada County Highway
M M o 0 0 94.26' r-, 94.26' �+ ,-,i COLLECTOR 25' District (ACHD) and the Idaho Standards For
�N89° 5701"W 80.00� F � - Z GAS INTERMOUNTAIN GAS IMG (208)377-6839 ALLEY 5' Public Works Construction-ACHD Supplement
3 3 Wo $ � 0 3 o zw
BLOCK 1 3,393 SF w 3,393 SF ° , J a STREET(TO LIVING AREA): (ISPWC ACHD).
O M ELECTRICITY IDAHO POWER IPCO (208)388-6320 LOCAL 10' 5. All private improvements shall conform to Idaho
0 14 0 o Lt g m a COLLECTOR 20' Standards For Public Works Construction
o S89°57'59"E 188.52'-
M 2,800 SF M o o z o Z 3 o ALLEY 5'
94.26' Z 94.26' LU a o TELEPHONE CENTURYLINK (208)385-2144 (ISPWC) standards and specifications.
N89° 57'01"W 80.00' Fj F 0 ::E m SIDE INTERIOR 3' 6. Contractor to field locate and verify the
3,5s sF � 3,5s sF � w ao SEWER MERIDIAN PUBLIC WORKS MPW (208)887-1297 horizontal and vertical location of all utilities
M M M p� 208 887-1297 LANDSCAPE BUFFER:REAR 12 prior to beginning work.
0 15 g
M 2,80o sF M -S89 57'S9"E 18 .52'- - Ll Q WATER MERIDIAN PUBLIC WORKS MPW ( )
94.26' 94.26' COLLECTOR 25'
O Ns9° 57'01"W80.00' 01
61 -1 F o ROADS ADA COUNTY HIGHWAY DISTRICT ACHD (208)454-8135 ARTERIAL 2 '
06 o J ENTRYWAY CORRIDOR 35'
7.73' 1 0 1 M INTERSTATE 50'
o � 16 3,505 SF co L 3,562 SF M w IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT* NMID (208)466-7861
M M 2,858 SF � ��� ,ri Q MAX. BLDG. HEIGHT 40'
75.2T 80.44' Cti5 � Ln FIRE MERIDIAN FIRE DEPARTMENT MFD (208)888-1234 TOTAL LOTS: 37
N89° 57'01"W 86.56' \�� 589°5T59"E 156.53' 3 Z 29 RESIDENTIAL LOTS 27
`� � \� EXISTING HOME LOTS 3
o Ln ^ 17 �w s89°57'59"E 174.53' HARDIMAN ST o o * SNYDER LATERAL #6830 WATERMASTER: TERRY (208)890-3581 COMMON LOTS 7
g i N M 3,270 SF �6 o Q LOTS ENTITLED TO 3.94/AC WATER TOTAL RESIDENTIAL GROSS ACREAGE: 4.68 ACRES
`: L Z TOTAL COMMON LOT ACREAGE: 0.54 ACRES
LU 0
co m o -N89° 5T 01"W 109.45' C1J S89° 57'59"E 37.33' S89° 57'59"E 43.20' C TOTAL BUILDABLE LOT ACREAGE: 3.50 ACRES
o N a Z C18 C24 �9 RIGHT-OF-WAY ACREAGE: 0.64 ACRES
m � Y o 18 S00°02'59"W 31.46' v 1 g ��� 6.00' 4.00' C~� C21 AVERAGE BUILDABLE LOT SIZE: 0.10 ACRES
0 1 31 1 SF CURVE TABLE TOTAL LOTS: 37 LOTS
0 o N 69.22' 0.99' 28.00' 1.00' 75.20' LINE TABLE
r M 3,878 SF DWELLING UNITS PER GROSS ACRE: 5.77 DU/ACRE
7) _
°_° N89°57'59"W 182.4 S89o-57L59"E0' CURVE ARC LENGTH RADIUS CHORD DIRECTION CHORD LENGTH
o O5 N89° 5T 01"W 127.13' 10.06' 28 LINE LENGTH BEARING OPEN SPACE AREA:
COMMDRVEON O C1 62.04 39.50 S45°02'30"W 55.85 REQUIREEDS<S.OACRES NONE
L1 5.04 N45°0o'0o"W SITES>5.0 ACRES 15%
C2 29.84 19.00 N45°02'30"E 26.87
L2 3.94 S45°00'00"E NOTE:SITE IS 4.68 ACRES,THUS NO OPEN SPACE IS REQUIRED.
C3 94.23 60.00 S45°02'30"W 84.84
O c L3 42.54 N05°35'42"W DENSITY:
0 o C4 5.66 60.00 S87°19'50"W 5.66 GROSS DENSITY 5.77 UNITS/ACRES
26 22
L4 7.38 S27°00'36"W NET DENSITY 7.71 UNITS/ACRE
20 0 3,666 S o 10,368 SF C5 26.27 60.00 S72°05'02"W 26.06
38,205 SF N g �- L6 23.94 N45°00'00"W
-1
0 0 27 C6 20.17 60.00 S49°54'38"W 20.07
o Z M N L7 44.02 N05°35'42"W
3 3 C7 0.09 60.00 S35°25'24"W 0.09
EXISTING o
HOME o o C8 37.00 60.00 S17°42'52"W 36.41
0o
�Ln
C9 24.07 35.00 S25°17'51"E 23.60
67.52'- 12.48' 15.52' 79.20' C10 13.75 20.00 N25°17'51"W 13.49 LANDSCAPE 20.0' PAVEMENT
Qq�� -589°5T59"E 174.72'
'41 C11 6.88 10.00 N25°17'51"W 6.74 BUFFER
C12 29.85 19.00 N44°57'30"W 26.87 SLOPE VARIES (SEE SHEET C-4.0)
C13 62.06 39.50 S44°57'30"E 55.87
LU 0
o C14 94.26 60.00 544°57'30"E 84.86
rn
a
O 21 3 23 N Z C15 28.31 60.00 S13°28'01"E 28.05 COMMON DRIVE #1 SECTION
o N 13,984 SF o 11,654 SF N NOT TO SCALE
r N C16 37.71 59.62 S44°59'1 YE 37.09
A 3 EXISTING o EXISTING
x HOME "' HOME C17 15.27 58.36 S70°16'45"E 15.23
0 o 5.0' 3.0'
o C18 12.98 60.00 S83°46'03"E 12.96 LANDSCAPE 20.0' PAVEMENT LANDSCAPE
.5 Ln
BUFFER BUFFER Farrington
C19 22.40 20.00 N57°53'14"W 21.24
LL -1 L f SLOPE VARIES (SEE SHEET C-4.0) OWNER
P 0 I C21 8.24 20.00 N37°37'00"W 8.19 -=_= ETHRIDGE DEVELOPMENT Heights
97.84' 117.09' 94.73' (208)861-7625
N89° 07'04"E 309.66' 12.75' / C22 29.85 19.00 S44°5730"E 26.87 CONTACT: BRANDON ETHRIDGE Preliminary Plat
"PLS 14221" 0 7,699 SF 14.02' S89°5 '59"E 4.98' C23 29.84 19.00 N45°02'01"E 26.87 / / r / ` Plat Layout & Cover Notes
A
/ N-
- - - - - - - - - - - N29°35'25"E 14.26' COMMON DRIVE #2 SECTION PROJECT: PP-1
S89°07'04"W 302.66' C24 14.15 20.00 S69°41'44"E 13.86 ARCHITECT:
NOT TO SCALE
w STUDIO H ARCHITECTS DRAWN BY: CLS
ACHD PERM ANENTSLOPE E PINE AVE (MINOR ARTERIAL) c25 14.98 20.0o s7o°53'o9"w 14.63 306 NE 2ND ST
REVIEWED BY: ERB
EASEMENT INST. NO. 2017-063135 MERIDIAN, ID 83642 REVISIONS:
_ _ _ _ _ _ - - - - - - C26 17.28 11.00 S44°57'59"E 15.56
x - - - - OOT S89°07'04"W 2647.61' C 49 8306
CONTACT: JESSICA HEGGIE, NCARB NO. DATE REMARKS
o C27 17.28 11.00 S45°02'01"W 15.56
w
SURVEYOR:
IDAHO SURVEY GROUP
0 9939 W EMERALD ST
BOISE, IDAHO 83704
k (208)846-8570
CONTACT: LAWRENCE H. KOERNER DATE:
Q CIVIL/SITE ENGINEER: May 22, 2025
U
EDM PARTNERS SHEET NUMBER:
a
PO BOX 6925
BOISE, ID 83707
AW (208)891-9968
/ CONTACT:TED BURKE, PE P P
A
Farrington Heights Subdivision
A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 7, Township 3 North,
Range 1 East, Boise Meridian, Ada County, Idaho. DM
Parcel Numbers R2039261213, R2039261221, R2039261302 Partners
1100, 1130 & 1180 E Pine Avenue, Meridian, ID 83642
I
III
III 2815E 3300 S, Salt Lake City, UT 84109
II (801) 305-4670 wvvw.edmpartners.com
EX. DITCH,TO - RIM:2608.07'
BE REMOVED r 8"PVC
r 1 INV:2595.31'
EX. 12"IRRIGATION I PLS 7881" 12" STORM
111
I N V(E):2603.63' III I NV:2605.48'
EX. 24"ADS -
INV:2605.94' �" \EX. 24"VERTICAL ; EX. IRRIGATION MANHOLE'
«� 2603.69' `p SCALE: 1" — 40'
01
N 6 O
� I PROTECT EX. TREE
\ IF POSSIBLE(TYP.) \\ 0 20 40 80 120
/
\ PROTECT EX. IRRIGATION STRUCTURES N \ / DEVELOPER:
\ AND PIPES ALONG NORTHERN BOUNDARY N
\ I \III
\ III
\ o
II \
3
I I \\ III
II \ III NOTES:
.. 1. This drawingis considered preliminaryunless
\ III
I I / III
affixed with a municipal approval or
/ III accompanied by a separate approval document.
/ III 2. All sanitary sewer improvements shall conform
1 / 3 III with the standards and specifications of the
I / III City of Meridian.
/ III 3. All culinary water improvements shall conform
tA II
with the standards and specifications of the
City of Meridian.
I I II 4. All improvements in the public right of way
shall conform with the standards and
specifications of the Ada County Highway
District (ACHD) and the Idaho Standards For
\ EX. DITCH,To / \ 3 Public Works Construction-ACHD Supplement
BE REMOVED 1130 E PINE AVE \ (ISPWC-ACHD).
\ MERIDIAN, ID p 5. All private improvements shall conform to Idaho
\ PARCEL#R2039261221 v Standards For Public Works Construction
( �\ 2.707 AC. 1 \ (ISPWC) standards and\ III 6. Contractor field eld locate eand verify the
horizontal and vertical location of all utilities
II \\ \\\ \IIII prior to beginning work.
II � 3 III
� IIII
\ 1 \ I
Ln III
III
\ 1100 E PINE AVE / 1180 E PINE AVE I III
MERIDIAN, ID / MERIDIAN, ID ICI
PARCEL#R2039261213 / PARCEL#R2039261302
/ 0.989 AC. 0.984 AC. 3
/ I EX. 12" IRRIGATION
/ I / INV:2608.23'
EX. PIPE FILLED
/ EX. FENCE,TO BE I ! W/DIRT
RELOCATED, PHASE 2 I is
EX. FENCE,TO 3
`_ f � BE REMOVED
- EX. SHED,TO BE RIM:2610.02' 1�
EX. CONCRETE PAD / REMOVED, PHASE 2 8"PVC
J I a ° f"i
POOL,TO REMAIN INV:2597.69'
EX. DITCH, ° EX. POWER POLE,TO BE
° TO REMAIN ° a REMOVED/RELOCATED, PHASE 2; Q
�r ( a EX. FENCE,TO BE / W
REMOVED, PHASE 2 / Q
LU
EX. 12"PVC J
I� �r TOP:2609.82' "I U
cl / EX. FENCE,TO BE EX. 12"PVC I 0
I� EX. FENCE,TO BE REMOVED, PHASE 2 TOP:2609.74' I J
REMOVED, PHASE 2 EX. CONCRETE I LLI
EX. ELECTRICAL BOX, —a \ WALK,TO REMAIN Q
TO REMAIN °\ _ - i ) / Ln
III ° EX. HOUSE, I EX. CONC WALK,
TO REMAIN EX. STRUCTURE,
III TO REMAIN / TO BE REMOVED
° EX. CONCRETE PAD, \ _ _ _
TO REMAIN I \ \ r I Z f
EX. GARAGE,
o I I / TQ REMAIN 'i �Q I I I a EX. POWER LINES, LIGHTPOLE,
I EX. WELL,TO REMAIN , // / 1 0 1 I I AND ELECTRICAL BOX,TO REMAIN
II
L i EX. FENCE,TO REMAIN
w EX. GRAVEL DRIVEWAY, I
c" TO BE REMOVED, PHASE 2 —
f I\w I � 0 J�� 1 \ f0 REMAINI TION,
EX. HOUSE,— 0 } 1
EXISTING DRIVEWAY ACCESS TO \ I / TO REMAIN I �O —I \� �O
PINE TO BE CLOSED IN PHASE 1. I \ \\ I EX. POWER POLE, J I Farrington
_ _ \ TO REMAIN —
Q SIDEWALK AND CURB AND GUTTER I I I — J � ( 1 I
TO BE REPLACE WITH STANDARD I I I ( \ l \ I \\ I //' EX.WELL, �� — — — I EX. HOUSE,TO REMAIN •
° TO REMAIN EX. 12"PVC OWNER
I \` EX. ASPHALT DRIVEWAY, I / I EX. 16"PVC
W RELOCATE EX.WATER / TO REMAIN I I / I n INV:2608.66' INV:j08.48' E$HRIDGE DEVELOPMENT Heights
12"PVC SERVICE AND METER, / \ ✓ ( )
EX. 60 PVC EX. 60 PVC CONTACT: BRANDON ETHRIDGE
61-7625
TOP:2604.58' PHASE 2 � � � I I PreliminaryPlat
�\ EX. POWER LINE,TO I TOP:2604.58' INV:2607.56' � 1^
v "PLS 14221" \ — �I FULL OF ROCK 1 X. 12"PVC
EX 16" Demolition & Existing' Conditions
x — X �/— REMAIN II V:2607.59' �� INV:2 08P68'1�\
o ( EX.WATER SERVICE e I l — -
- —� Fe —o � AND METER,TO BE ARCHITECT: PROJECT: PP-1
a ° ° REMOVED, PHASE 2 DRAWN BY: CLS
w fw - - - - - (w - _ - _ -( p (w) STUDIO H ARCHITECTS
ACHD PERMANENT SLOPE - (bV) (W),- ) (� (w (w) 306 NE 2ND ST REVIEWED BY: ERB
° EASEMENT INST. NO. 2017-063135 40°�' �JG9� — 6� EX. WATER SERVICE
MERIDIAN, ID 83642 REVISIONS:
AND METER,TO BE — — — — (208)649-8306
v — — REMOVED, PHASE 2 CONTACT: JESSICA HEGGIE, NCARB No. DATE REMARKS
'Z E PINE AVE (MINOR ARTERIAL)
UTILITY WARNING:
SS (SS) - — (SS) - (S (SS) RIM:2610.09' THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND
K (gS) ( ) EXISTING DRIVEWAY ACCESS TO 15"PVC EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN SURVEYOR:
R RIM:2605.42' PINE TO BE CLOSED IN PHASE 1. INV:2593.54' COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
0 15"PVC SIDEWALK AND CURB AND GUTTER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION IDAHO SURVEY GROUP
Q INV:2592.38' TO BE REPLACE WITH STANDARD INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 9939 W EMERALD ST
° INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. BOISE, IDAHO 83704
3
(208)846-8570
CONTACT: LAWRENCE H. KOERNER
ti DATE:
v CIVIL/SITE ENGINEER: May 22, 2025
EDM PARTNERS SHEET NUMBER:
U PO BOX 6925
BOISE, ID 83707
v
CONTACT:TED BURKE, PE PP �2
U
Farrington Heights Subdivision
A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 7, Township 3 North,
Range 1 East, Boise Meridian, Ada County, Idaho. DM I
Parcel Numbers R2039261213, R2039261221, R2039261302
1100, 1130 & 1180 E Pine Avenue, Meridian, ID 83642 Partners
I
III
� III 2815E 3300 S, Salt Lake City, UT 84109
II (801) 305-4670 wvvw.edmpartners.com
I III
PROPOSED IRRIGATION III
MANHOLE, WITH GATES TO PROVIDE IRRIGATION WATER III"PLS 7881" 12" STORM
TO DOWNSTREAM USERS INV:2605.48'
irM r VA Notes
EX. IRRIGATION MANHOLE 1. Lots 18, 19, and 30 to be common lots
SCALE: 1" = 40'
_ Ili
6 5 4 3 2 1 �• � III
COMMON PROPOSED 6"VERTICAL CURB O ZO 40 80 120
9 DRIVE#1 PROPOSED 5'SIDEWALK `;;
DEVELOPER:
PROPOSED 4" I 3/4"SINGLE WATER SERVICE PER
SEWER SERVICE PROPOSED 8"C900 PVC WATER MAIN MERIDIAN STD DWG W1 (TYP.)
III
10 � •
W HARDIMAN ST w CONNECT TO EXISTING O 12.48'
WATER MAIN
III / NOTES:
PROPOSED 12"
GRAVITY IRRIGATION-",,, 11 ` • ' III 1. This drawing is considered preliminary unless
PROPOSED 48"SEWER PROPOSED 8"ASTM•3034D e INSTALL MANHOLE TO / O affixed with a municipal approval or
MANHOLE, PER ISPWC SDR 35 PVC SEWER MAIN CONNECT TO EXISTING accompanied by a separate approval document.
PROPOSED 4" ASD-501 (TYP.) 5 8„SEWER MAIN / cv 2. All sanitary sewer improvements shall conform
PRESSURE IRRIGATION Z III / with the standards and specifications of the
41.00' PROPOSED 4"
12 R� PRESSURE IRRIGATION III � _ City of Meridian.
3. All culinary water improvements shall conform
23.00' LA /
with the standards and specifications of the
7 4 / \ City of Meridian.
PROPOSED 48"STORM MANHOLE, \ // \\ 4. All improvements in the public right of way
PER ISPWC-ACHD SD-611 I PROPOSED CATCH BASIN, 32.41' shall conform with the standards and
..� PER ISPWC-ACHD SD-604A
\ / specifications of the Ada County Highway
N \ / District (ACHD) and the Idaho Standards For
3 $ 3 // Public Works Construction-ACHD Supplement
— — — L — — \\ / (ISPWC-ACHD).
IL
3/4"DOUBLE WATER SERVICE PER 21 5. All private improvements shall conform to Idaho
14 MERIDIAN STD DWG W1 (TYP.)
Standards For Public Works Construction
III 14.99' — 3 (ISPWC) standards and specifications.
I III
6. Contractor to field locate and verify the
9 2 II horizontal and vertical location of all utilities
prior to beginning work.
15 Ln
IL
N
10 1 0
16 FUTURE FIRE HYDRANT 15.01'
ASSEMBLY PER MERIDIAN III
PROPOSED 48"STORM MANHOLE STD DWG W8\ III
PER ISPWC-ACHD SD-611
•U/• INSTALL MANHOLE TO r-j
1 P, — - -— — I L
PROPOSED PRESSURE 17 -- HARDIMAN ST 3 CONNECT TO EXISTING
IRRIGATION PUMP STATION - SS— SS 8"SEWER MAIN
PROPOSED GRAVITY PROPOSED SEEPAGE BED �� •.
IRRIGATION SCREEN BOX
27 0
O O O O EX. 12" IRRIGATION ■
ODODODO SJ INV:2608.23'
PROPOSED IRRIGATION MANHOLE ~ STUB FOR FUTURE CONNECTION LOT 27 SETBACK EXHIBIT
PROPOSED SAND ,,,
AND GREASE TRAP o 3 SCALE: 1"=20'
PROPOSED GRAVITY ° ° m EX. PIPE FILLED
IRRIGATION PIPE, DISCHARGE ° I W/DIRT
TO EXISTING DITCH a a ° a ° ° �-•. III
COMMON
DRIVE#2 Z
a a ° ° 22LLI
o
°I—�-- - — 20
DI z7i
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Q
r EX. HOME u
o 11111ytr
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a r - - - a <
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— � 21 I � -1
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— — : I EX. HOME
EX. HOME I I CIO
� l^
ZZ I Farrington
^ OWNER
3 I ETHRIDGE DEVELOPMENT Heights
(208)861-7625
�ZZ 24 I CONTACT: BRANDON ETHRIDGE
Preliminary Plat
Q "PLS 14221" . w
Preliminary Engineering
_ FUTURE WATER -L -- -- -=— _ —==_ = ABANDON EX. ARCHITECT: DROAWN BY: CLS
G - - w w (w) STUDIO H ARCHITECTS
ACHD ERMANENT SLOPE )-(w�ONNECTION ) (W) O ) ( ( ) WATER SERVICE ) (� ( )
W W W 41.0'ROW 306 NE 2ND ST REVIEWED BY: ERB
27.0'ROAD
5.0' 2.0' 2.0' 5.0'
EASEMENT INST. NO. 2017-063135 ABANDON EX. — — — — — — 2.0'BUFFER 23.0'PAVEMENT 2.0'BUFFER MERIDIAN, ID 83642(208)649-8306
REVISIONS:
v WATER SERVICE SIDEWALK C&G C&G SIDEWALK1+
f z.00% 2.00q-� CONTACT: JESSICA HEGGIE, NCARB No. DATE REMARKS
0 E PINE AVE (MINOR ARTERIAL)
3"RO LED CURB PER ACHD ON ETE
(SS) (ss) SUPPLEMENTAL STANDARD PER ACHD SUPPSEM NTAL
DRAWINGS SD-702 STANDARD DRAWING SD-709
w Lf
SURVEYOR:
STREET ROAD SECTION
(ACHD REDUCED WIDTH LOCAL 2T/41')CALE IDAHO SURVEY GROUP
0 9939 W EMERALD ST
BOISE, IDAHO 83704
k (208)846-8570
CONTACT: LAWRENCE H. KOERNER DATE:
Q CIVIL/SITE ENGINEER: May 22, 2025
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EDM PARTNERS SHEET NUMBER:
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PO BOX 6925
BOISE, ID 83707
Aw (208)891-9968
4 CONTACT:TED BURKE, PE PP �3
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Farrington Heights Subdivision
A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 7, Township 3 North,
Range 1 East, Boise Meridian, Ada County, Idaho.
Parcel Numbers R2039261213 R2039261221 R2039261302 DM A�
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1100, 1130 & 1180 E Pine Avenue, Meridian, ID 83642 E STATE Partners
2815 E 3300 S, Salt Lake City, UT 84109
(801) 305-4670 wvvw.edmpartners.com
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VICINITY MAP DEVELOPER:
N 3,470 SF o MERIDIAN, ID
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SIDE OF HOUSE — 5.0' - I w NOTES:
LANDSCAPE 20.0' PAVEMENT a 1. This drawing is considered preliminary unless
BUFFER COMMON DRIVE SITE I o affixed with a municipal approval or
f SLOPE VARIES < accompanied by a separate approval document.
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SIDE OF HOUSE I 2,898 SF � w 2. All sanitary sewer improvements shall conform
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3.00' INTERIOR SIDE N 0 \ with the standards and specifications of the
SETBACK 5.00' 0 Lij
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o ^�/ �/ 3. All culinary water improvements shall conform
SETBACK I 1 5.00' I o o with the standards and specifications of the
20.00' COMMON DRIVE #1 SECTION City of Meridian.
w I NOT TO SCALE 4. All improvements in the public right of way
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9 w specifications of the Ada County Highway
2,646 SF > I NOTE: District (ACHD) and the Idaho Standards For
I N N 0 DRIVEWAY FOR LOT 8, BLOCK 1 TO BE 1. LOT 7, BLOCK 1 IS A NON-BUILDABLE COMMON LOT WITH A BLANKET Public Works Construction-ACHD Supplement
_ LOCATED ON OPPOSITE PROPERTY
Z INGRESS/EGRESS ACCESS EASEMENT IN FAVOR OF LOTS 6, 8, 9 Et 10, (ISPWC-ACHD).
O LINE FROM SHARED COMMON DRIVE BLOCK 1.I 5. All private improvements shall conform to Idaho I 2. ACCESS TO COMMON DRIVE ON LOT 7 IS RESTRICTED TO LOTS 6, 8, 9 _ _ E PINE AVE _ P P
O Et 10, BLOCK 1. Standards For Public Works Construction
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(ISPWC) standards and specifications.
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SITE MAP - FARRINGTON HEIGHTS SUBDIVISION 6. Contractor to field locate and verify the
SIDE OF HOUSE SCALE: 1 = 200 horizontal and vertical location of all utilities
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Farrington
OWNER w
ETHRIDGE DEVELOPMENT Heights
(208)861-7625
CONTACT: BRANDON ETHRIDGE Common Drive #1
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x Exhibit
ARCHITECT: PROJECT:
STUDIO H ARCHITECTS DRAWN BY: CLS
306 NE 2ND ST REVIEWED BY: ERB
MERIDIAN, ID 83642 REVISIONS:
(208)649-8306
v CONTACT: JESSICA HEGGIE, NCARB No. DATE REMARKS
x SURVEYOR:
0
IDAHO SURVEY GROUP
q 9939 W EMERALD ST
a BOISE, IDAHO 83704
3
(208)846-8570
CONTACT: LAWRENCE H. KOERNER
ti DATE:
v CIVIL/SITE ENGINEER: May 22, 2025
EDM PARTNERS SHEET NUMBER:
U PO BOX 6925
BOISE, ID 83707
v
CONTACT:TED BURKE, PE EXH �l
U
Farrington Heights Subdivision
A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 7, Township 3 North,
Range 1 East, Boise Meridian, Ada County, Idaho.
Parcel Numbers R2039261213 R2039261221 R2039261302 DM A�
E AAli
1100, 1130 & 1180 E Pine Avenue, Meridian, ID 83642 E STATE Partners
2815 E 3300 S, Salt Lake City, UT 84109
(801) 305-4670 wvvw.edmpartners.com
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Z
SS SS SS SS SS SS SS SS SS SS E PINE AVE
SCALE: 1" = 10'
d a a 0 5 10 20 30
° ° ° ° a a n 3 a ° d ° DEVELOPER:
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VICINITY MAP
MERIDIAN, ID
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MENEM
. SCALE: 1" = 500'
0 0 0 0 1
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/1,313 SF N 3 3 0' U, NOTES:
5.0' >
LANDSCAPE 20.0' PAVEMENT LANDSCAPE < 1. This drawing is considered preliminary unless
° BUFFER BUFFER o affixed with a municipal approval or
° 3.00'INTERIOR SIDE f SLOPE VARIES Z accompanied by a separate approval document.
PI PI P1 PI SETBACK(TYP.) 2. All sanitary sewer improvements shall conform
with the standards and specifications of the
City of Meridian.
3. All culinary water improvements shall conform
3.00' 5.00' with the standards and specifications of the
LANDSCAPE 20.00' LANDSCAPE BUFFER BUFFER COMMON DRIVE #2 SECTION City of Meridian.
4. All improvements in the public right of wa
NOT TO SCALE p p g Y
shall conform with the standards and
specifications of the Ada County Highway
NOTE: COMMON DRIVE SITE District (ACHD) and the Idaho Standards For
1. LOT 26, BLOCK 1 IS A NON-BUILDABLE COMMON LOT WITH A BLANKET Public Works Construction-ACHD Supplement
INGRESS/EGRESS ACCESS EASEMENT IN FAVOR OF LOTS 20, 21 Et 22,
BLOCK 1. (ISPWC-ACHD).
I 5.00' 2. ACCESS TO COMMON DRIVE ON LOT 26 IS RESTRICTED TO LOTS 20, 21 E PINE AVE 5. All private improvements shall conform to Idaho
SETBACK 8 22, BLOCK 1. — — —
Standards For Public Works Construction
(ISPWC) standards and specifications.
SITE MAP - FARRINGTON HEIGHTS SUBDIVISION 6. Contractor to field locate and verify the
SCALE: 1" = 200' horizontal and vertical location of all utilities
prior to beginning work.
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LOT 20 w
o LOT 22
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26
3,666 SF
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Farrington
OWNER w
ETHRIDGE DEVELOPMENT Heights
(208)861-7625
CONTACT: BRANDON ETHRIDGE Common Drive #2
ao
x Exhibit
0
0
ARCHITECT: PROJECT:
STUDIO H ARCHITECTS DRAWN BY: CLS
306 NE 2ND ST REVIEWED BY: ERB
MERIDIAN, ID 83642 REVISIONS:
(208)649-8306
CONTACT: JESSICA HEGGIE, NCARB NO. DATE REMARKS
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x SURVEYOR:
0
IDAHO SURVEY GROUP
Q LOT 21 LOT 23 9939 W EMERALD ST
a BOISE, IDAHO 83704
3
(208)846-8570
CONTACT: LAWRENCE H. KOERNER
DATE:
COMMON DRIVE SITE CIVIL/SITE ENGINEER: May 22, 2025
SCALE: 1"=10'
EDM PARTNERS SHEET NUMBER:
U PO BOX 6925
BOISE, ID 83707
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CONTACT:TED BURKE, PE EXH �2
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