PZ - Preliminary 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
s5.s7' d BOISE MERIDIAN, ADA COUNTY, IDAHO r
LU 00
♦ \ \ QQ ZCD
N
co
U
co
1 25,892 SF `♦ \\ \ �QQ QO J °° >
p SOpO ♦ �
Fc ��
��`' `♦ \`� � UNPLATTED m � o
Y O
LU
�� ♦ p0 \P� � 0_ � LU .�
N0035'25"W 167.48' 1 V Shoo, \ \ \ ° 0 LJJ °O o �
1 - ♦ F S57 46 04 E 532.56 10 CD
5'WIDE PAVED PATHWAY 6,175 SF �� oo S,?00, 4 \ r , W.OVERLAND ROAD r
�� moo• 70, \ c\ _ 1
1 1117' 9 O Sp ♦♦\P� \ CIVIL INNOVATIONS PROJECT ITEA=
6,175 SF by Op, `\ \ � \ NORTH � J
0
ec♦♦
S � 60 30 0 60 120 �
00 00, 8 �6 `� — — — ` SAGEWOOD
�`''• 5,973 SF B 5000 SUBDIVISION;ec` ` \ `
12 ec� \ `
� oa' 7 HORIZONTAL SCAL 11 E IN FEET
7.89'
3,306 SF `5g00, 5,022 SF od
I I\
26.14' moo Soo
r 33 17.12' 6 o ec \ o1 ljj
Z41S 3g, 5,000 SF o0 2 `♦ \ Q p
25.58' 0? 00. 8)S ♦ \ C cc
IP SS OC p
1 CD BLOCK 1 ` ENGINEER DEVELOPER ae
\ S 5,0 0 SF o� 22.47' 52.88, ♦ LU a
N1°48'29"W 147.07' 13 4p, o _ c
0 0 40.58' I CIVIL INNOVATIONS PLLC SOUTHPOINT ESTATES, LLC o
9,381 SF \j °,` o
38.56' 4 0�. "' ♦ CONTACT: BEN THOMAS P.O. BOX 6385 O ce H�
7.02' 9j 1043 E.PARK BLVD.STE. 101 BOISE, ID 83707
1 > S000 5,078 SF y
1^ 8A BOISE, IDAHO 83712
8.45' / \ \ 3 ^1o. PHONE: (208)884-8181
- 26.0T 137.72' I
41.51' / 5.796 SF �
^ moo �` S�°0' M I� a VICINITY MAP
23.9T 7,094SF 12.25' 2 29.2a \FAO Fq BLOCK 1 I NOT TO SCALE
S 7,644 SF TE��IS
UNPLATTED 1 134.73" 26.70' \ Cq
qQ ,• 23.43' 8,562 SF �?I
47.59' tcjlis' S o l ��0 �
�I
10
15 10,567 SF r O l 26� T
8
6,368 SF 3.58' 37.17' �45 19.01, �� `YTS X Q�
1 ;
99.82' \ 67.61' �f� OF
�O
MIN `�
123.54' 5.27' PRELIMINARY PLAT DATA PRELIMINARY PLAT NOTES
P•
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
° a 16 0 5,000 SF 17.78' TOTAL ACRES 10.38 AC ZONING BY CONDITIONAL USE PERMIT.
N20152W 178.11 �1� U) - 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' 1Z � I PUBLIC RIGHT-OF-WAY 2.22 L
100.00' 4.70' co M RESIDENTIAL AREA 6.75 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 o
RE-SUBDIVISION. w w
121.40' 12.10' SHARED DRIVEWAY 0.07 SINGLE FAMILY 4,914 SF = o z
b CL
o 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 z cc o }
1 0 0 0 12 o TOTAL OPEN SPACE 1.34 DRAINAGE,UNLESS OTHERWISE DIMENSIONED. o ¢ C°
1 a 17 0 "' 5,000 SF 5,406 SF 49 85 AVERAGE LOT SIZE z >
6,017 SF "' 20 91' 10 10.17' QUALIFIED OPEN SPACE 1.25 5,548 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, LU
z a o
36.08' �92 23' QUALIFIED OPEN SPACE PERCENTAGE 12.04% 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
869 SF I RESIDENTIAL GROSS DENSITY(Du/Ac) 5.11 ARE AS SHOWN. " o
' 100.00' 101.19' I 23.36' o � w >
119.26' 17.14' 9 c I TOTAL LOTS 60 6. IRRIGATION WATER WILL BE PROVIDED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE o = c� U)
3.95' 1.56' c z
a o 13 0 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 o z
8 1.85' SINGLE FAMILY LOTS 53
Qom' o '� o w 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS S'
18 �' 5,000 SF 5,007 SF o w >
1 5,902 SF "' co 32.971 100.00' I COMMON LOTS 6 ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. a = zLU
SHARED DRIVEWAY LOTS 1 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
I— 100.00' 100.00' 0 16.36' 8 o I EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL oc w o 0
116.77' G L o 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
cm o 0 0 5,000 SF w
1 cn oe q 14 7 e I CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANYCD
c� m
o 19 o O° "' 5,000 SF o 5,000 SF "' 1 AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." o
5,776 SF "' CO) 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 Lw ¢ o
33.00' 100.00' 100.00' 0 7 0 co _ _
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 w co
1 0 0 0 "' 5,000 SF I ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. z
a o ,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
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, o o l
111.73' CD 6 0��SO-213'18"W 759.66'
0 0 0 5,000 SF
CD 16 0 5 0
c 21 5,000 SF 5,000 SF "' ui SAGEWOOD a >
5,524 SF 100.00,
100.00' I SUBDIVISION o 0 o
100.00' 100.00' —
r
g o o CD _
109.21' o o c Q CD
"' 5,0 0 SF o�I °C 47' CD
17 4
N2°25'32"W 396.59' -1 a o CA
� o
CD
22 5,000 SF 5,000 SFCD 2- 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 a:,
5,000 SF m
0 18 0 3
0 23 0 ' 5,000 SF 5,000 SF "' 3 ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD
5,272 SF "' 100.00, r MqX SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 W.�M�'
1.75% 2% 2% 1.75% p F-
1 Q Q
J
100.00' 100.00' I 0 3 0 l 3°r� Q �
104.17' , � c
0 o c "' 5,000 SF "' Px _
Cr,
r CD 19 0 2 0 3'1 M
24 T � J 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER z Q
Illm v 5,000 SF 5,000 SF V z
I 5,147 SF 100.00, 1 (SP-3,0.50 INCH(/ ACHD SUPPLEMENTAL DWG.SD 709")MIX,PG 58-28) Q —
0
8.86" co I 4"OF 3/4"MINUS CRUSHED GRAVEL BASE 4"OF 3/4"MINUS CRUSHED GRAVEL W _ J
100.00' 10"0' `D 2 c NOTE: EXTEND ROAD BASE MATERIALS Ir LU
` BLOCK 2 b •I c 6"MINUS PIT RUN 6"PAST CURB AND GUTTER TYP.
101.97' 1 4,986 SF 1 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ( ) LU
06
52.48' 72.20 10,655 SF 28.28' c" I 1,280 SF COMPACTED STABLE SUBGRADE 2. NO TOLERANCES WILL BE ALLOWED
♦ I o 25 7.55' 94.66' I Q
.31' 14.66'
S66°01'34"E 134.281 \`. BLOCKFI \ 14.24' 74l . 35.04' 20.73' TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK) O
♦ NOT TO SCALE
\ 114.06' 31.s2' o o W.DAVENPORT ST. 0 0
S3, Wn cm
cn CD
26 �'
♦ 8,951 SFUJI
r
° ` 50.00' ' 50.00' 50.00'' 50.00' 50'RIGHT-OF-WAY CD
N61 03 23 �
W 351.87 ♦ \/ 2.04' o CD
14.24' 36 8'ACHD SIDEALK EASEMENT a
♦♦ � 94.38' 8'ACHD SIDEALK EASEMENT � ��
2' 5' 8' 2' 16' 16' 2' 8' 5' 2'
FALL CREEK MEADOWS `♦♦32 1 oO Cl! 00 I SIDEWALK SIDEWALK
V CDOO �, °p I
SUBDIVISION N0. 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 I SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702
6,175 SF 6,699 SF 1 3 SEE PLAN SHEETS FOR LOCATIONS)
) (SEE PLAN SHEETS FOR LOCATIONS) �MpX•
Q -4.s= rMgX 1.75% 2% 2% ° 2% 1.75% 3 PROJECT N0. 20 0115 SW
y 51.08, BLOCK 4 2/°
A 51.08'
1 r DWG FILE PRE
0 3. M 3. M,14.
y/ N77°45'27"W 313.88' 08 SO°1918 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 CHECKED BY BT
EXTEND ROAD BASE MATERIALS NOTE:
FALL CREEK MEADOWS 6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ISSUE DATE 03/27/20
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