CC - Pre-Plat - - ------- SAGEWOOD WEST SUBDIVISION
2020 PRELIMINARY PLAT
W.OVERLAND ROAD — —
N0007'35"E 3.00'
MERIDIAN , IDAHO
S89034'42"E 41.38' C) S89034'42"E 35.53' LEGAL DESCRIPTION �
A PORTION OF THE NW 1 OF THE NW 1 OF SECTION 24, T.3N., R.1W., B.M. y
8.93' 22.63' 4 4
95.97' d BOISE MERIDIAN, ADA COUNTY, IDAHO r
LU 00
♦ \ QQ Z C/�CD
I 11 ♦ \ \F� �`� �OQP o OD
; co o
U
1 25,892 SF `♦ \\ \ �QQ QO J 00
°0 >
1 soon, ♦` F� �o \ �� °° 0 0 0
UNPLATTED Y
N0035'25"W 167.48' 1 V o 6000, \ \ \ ^ 0 LUm zo
h ♦ F� S57°46 04 E 532.56 c0 _
5'WIDE PAVED PATHWAY I 10 o Sp \ \ \ , CD
SF o 0 00- 4sz F� r W.OVERLAND ROAD Z
1 11.17' 9 Sp ♦` NO OVATIONS
PROJECT ITE
6,175 SF ho 00 \
SO n' ♦♦ ec 60 30 0 60 120
h oo 8 `i \ SAGEWOOD
S SUBDIVISION
Shop,
7 ♦` HORIZONTAL SCALE IN FEET
12
7.89' \ 5,121SF ` � Ec� � \ � £c\
I � 0° Sp pp ♦♦ � � \ I\
3,310 SF 3g3s 16.91' 35.94' �° 6 `♦ ec\ \ 0
o a
5,000 SF oo �8)S ♦` I
BLOCK 1 82, � sss, oo
1 5 ENGINEER DEVELOPER W a
13 $O 5,000 SF 22.47 52,g8,
N1°48'29"W 147.07' 8,61 op, p° 0 40•56, I CIVIL INNOVATIONS, PLLC SOUTHPOINT ESTATES, LLC o
4 °��' "' ♦ CONTACT: BEN THOMAS P.O. BOX 6385 ce H�
O
v 7.02' 9j 078 SF
48.00' 5,
1043 E.PARK BLVD.STE. 101 BOISE, ID 83707
Sp y
8y
1 00 1, BOISE, IDAHO 83712
i \26.07' 101.61' 3 11ti PHONE: (208)884-8181
'
° Spoo 5.796 SF VICINITY MAP NaL
23.9T 5,698 SF �� o �'� \.� 7,6424 SF BLOCK 1 I w NOT TO SCALE G'
2a' l PISTE l
15.44'
w
UNPLATTED 1 131.64" 10.12' 26.70' �4
�
1 \FH 23.43' 8,562 SF
c l
10 Willi szs� I �� ��0 �� o
I o 15 CD
c 10,567 SF
1 6,358 SF 3.58' 37.17' r8ggs 19.01' ��� '4
99.82' �\ 67.61' f�MI 0 F
123.54' 5.27' PRELIMINARY PLAT DATA PRELIMINARY PLAT NOTES N PCD
I� o 11 0
BLOCK 2 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED
0 16 0 5,000 SF 17.78' TOTAL ACRES 10.38 AC ZONING BY CONDITIONAL USE PERMIT.
N20152W 178.11 �101 � o 0 0
6,124 SF o 0 o I EXISTING: RUT PROPOSED:R-8 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. w
1 114.99' (0 to c I PUBLIC RIGHT-OF-WAY 2.26 AC i o
100.00' 4.70' o M o RESIDENTIAL AREA 6.71 AC MINIMUM LOT SIZE(SF) 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE S o
RE SUBDIVISION. w W
121.40' 12 10' OPEN SPACE/COMMON LOT AREA 1.41 AC SINGLE FAMILY 4,914 SIF o z
0 0 9 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT cc o
1 O 12 0 5,406 SF 49.85 AVERAGE LOT SIZE DRAINAGE,UNLESS OTHERWISE DIMENSIONED. o ¢ C°
1 0 17 00 "' 5,000 SF o� z >
01 6,017 SF ' 20 91' 10 10.17' OPEN SPACE SINGLE FAMILY 5,515 SF 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES, w Q z
36.08' �92 23' AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS zo z
r 869 SF TOTAL OPEN SPACE 1.41 AC ARE AS SHOWN. " o
100.00' 101.19' 23.36' o I TOTAL OPEN SPACE PERCENTAGE 13.58% RESIDENTIAL GROSS DENSITY(Du/Ac) 5.11 CD v
119.26' 17•14� 9 o I 6. IRRIGATION WATER WILL BE PROVIDED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE � c� �
3.95' o 0 1.56' c QUALIFIED OPEN SPACE 1.25 AC z o
4,914 SF "' SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA AND MERIDIAN IRRIGATION DISTRICT. o 0 0 o z
o Q rtg� 13 0 $ , 1.85' QUALIFIED OPEN SPACE PERCENTAGE 12.04% 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS = C o
18 0 �' 5,000 SF 5,007 SF o w >
1 5,902 SF "' M 32.971 100.00' 1 ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. } w cc
c o 16.36' TOTAL LOTS 60 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR a o z N
100.00' 100.00' o $ o I EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL o� w o 0
116.77' o o SINGLE FAMILY LOTS 53 0
G o 0 0 "' 5,000 SF ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS C z
C) ccq 7 0 1 COMMON LOTS 7 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY cD mLU
o 19 o O° "' 5,00 SF o 5,000 SF 1 AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." o
5,776 SF "' h 100.00, 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. z
J
47.00' 10. LOTS 11,12 AND 26,BLOCK 1;LOTS 1 AND 10,BLOCK 2;AND LOTS 1 AND 10,BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION �w ¢ o
33.00' 100.00, 100.00, 0 7 0 �
1 114.25' o o I HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT LU co
1 0 0 0 "' 5,000 SF 1 ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. z
a ,0 15 0 6 0 11. LOT 12,BLOCK 1 IS A COMMON DRIVEWAY LOT FOR THE PURPOSE OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC
o
I o 20 0 5,000 SF 5,000 SF "' 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs.
5,650 SF "' 100.00,
1 1
100.00, 100.00, o0 0 1
111.73' CD 6 0 —SO°26'18"W 759.66'
0
0 0 5,000 SF
0 0 0 16 0 5 0
1 0 21 6 ' 5,000 SF 5,000 SF "' W SAGEWOOD a >
1 5,524 SF 100.00,
100.00' 1 SUBDIVISION o 0 o —
r
100.00' 100.00' g o o = _
109.21' CD
o o c Q "' 5,0 0 SF o�1 °C 47' CD
17 4
CA
N2°25'32"W 396.59' -1 a o I � ,� o �
CD
22 5,000 SF 5,000 SF "'CD CD2 5' 33' 5' 2'
I 5,398 SF vs I 100.00' SIDEWALK SIDEWALK
47.00' M 2' 14.5' 14.5' 2' Q
100.00, 100.00, o v o
1 106.69' 33.00' 0 4 0
1 0 0 0 "' 5,000 SF m
0 18 0 3
0 23 00' "' 5,000 SF "' 5,000 SF c" 3 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD
I 5,272 SF to 100.00' r MqX SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702
1 1.75% 2% 2% 1.75% p F-
1 Q Q
J
100.00' 100.00' 0 3 0 l 3'1/�j
104.17' , � c
0 o c to
co5,000 SF
I Cr,
0 2
24 T L J 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER z Q
1� v 5,000 SF 5,000 SF V z
1 5,147 SF 100.00, 1 (SP-3,0.50 INCH(/ ACHD SUPPLEMENTAL DWG.SD 709")MIX,PG 58-28) Q —
4"OF 3/4"MINUS CRUSHED GRAVEL LU 0
8.86' 1p I 4"OF 3/4"MINUS CRUSHED GRAVEL BASE _ J
' 100.00' 100.00' `D 2 c NOTE: EXTEND ROAD BASE MATERIALS � w
` BLOCK 2 b •I c 6"MINUS PIT RUN 6"PAST CURB AND GUTTER TYP.
101.97' 1 00 4,986 SF 1 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ( ) LU
52.48' 72.20 10,655 SF 28.28' "' I 1,280 SF COMPACTED STABLE SUB GRADE 2. NO TOLERANCES WILL BE ALLOWED
♦ 1 0 25 7.55' 94.66' I Q
74.31' 14.66'
S66°01'34"E 134.28— . B5,304 LOCKFI \ 14.24' l . 35.04' 20.73' TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK) O
♦ NOT TO SCALE
\ 114.06' 31.82' o o W.DAVENPORT ST. 0 0
�♦ 326 55.22' �o - _ o
S3 cn co c
26 u'
♦ 8,951 SFLU
r
° ` 50.00' ' � 50.00' ' 50.00'' 50.00'" 50'RIGHT-OF-WAY CD
N61 03 23 W 351.87� ♦ \/ 2.04' o 36
8'ACHD SIDEALK EASEMENT CD
14.24' 8'ACHD SIDEALK EASEMENT a
♦♦ � 94.38' � ��
2' 5' 8' 2' 16' 16' 2' 8' 5' 2'
23
FALL CREEK MEADOWS `♦♦32 1 oO Cl! i t I SIDEWALK SIDEWALK
V O OO N °p I
SUBDIVISION NO. 1 5,733 SF 2
2Sg3, 5,131 SF 3 4 5 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD
2514, 29.66' 5,653 SF 1 SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702
6,175 SF 6,699 SF 1 rM4. SEE PLAN SHEETS FOR LOCATIONS)) (SEE PLAN SHEETS FOR LOCATIONS) �MpX•
Q -4.30,
(1.75% 2% 2% °2/° 2% 1.75% 3 PROJECT N0. 20 0115 SW
y �1.08, BLOCK 4
51.08' D~ - 9
3.
1 r DWG FILE PRE
0 3. M Mgk
y/ N77°45'27"W 313.88' �/os SO11918 W 29.74 5"THICK CONCRETE SIDEWALK PER DESIGNED BY BT
5120, 0 5"THICK CONCRETE SIDEWALK PER
ACHD SUPPLEMENTAL DETAIL SD-709 ACHD SUPPLEMENTAL DETAIL SD-709 DRAWN BY BT
/ 4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL
EXTEND ROAD BASE MATERIALS NOTE: CHECKED BY BT
FALL CREEK MEADOWS 6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ISSUE DATE 04/22/20
SUBDIVISION NO.2 2-1/2"ASPHALTIC PAVEMENT 2. NO CROSS SLOPE ALLOWED ON LANDINGS HORIZ.SCALE AS SHOWN
(SP-3,0.50INCH(1/2")MIX,PG 58-28) TYPICAL LOCAL STREET SECTION (DEATTACHED SIDEWALK) 3. NO TOLERANCES WILL BE ALLOWED
4"OF 3/4"MINUS CRUSHED GRAVEL W DAVENPORT ST,S.SEAGRASS AVE. VERT.SCALE AS SHOWN
6"MINUS PIT RUN
COMPACTED STABLE SUBGRADE PRE
SHEET 1 OF 1
D:\Civil Innovations Projects\2020\20-0115-SageWest\200-Construction Drawings\204-Preliminary Plat\20-01 1 5-SW-PR ELIM I NARY PLAT.dwg