CC - Revised 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
95.97' d BOISE MERIDIAN, ADA COUNTY, IDAHO r
♦ \ \ QQ ZCD
N U�
I ♦ \ \Fc J�O �OQP co o
°O U
`♦ \ \ Q� Q J C00
60
(C
11 \h a� Q
26,542 SF ♦ ya UNPLATTED m o
Y O
�w ♦ p0 \P� 0
NO°35'25"W 167.48' I.41 d So00, \ \ \ ° 0 LU °O CD
♦ F� S57 46 04 E 532.56 co _
5'WIDE PAVED PATHWAY I 1 o SO \ \ \ \ , r
6,175 SIF o 0 00- 4sz \ F� r W.OVERLAND ROAD Z
9 F� CIVIL INNOVATIONS PROJECT ITE
1 6,175 SF 6000 \
�o � � � NORTH J
SHARED DRIVEWAY AND EMERGENCY S�pO, ^�°'. ♦♦ \ ec SAGEWOOD 60 30 0 60 120
VEHICLE ACCESS ROAD 8 S
6,097 SF OOp, ♦ Fc ec SUBDIVISION
\ sp 7 ♦ HORIZONTAL SCALE IN FEET
\ 12 0p' 5,121SF ` � Ec\ � £c\
\3,753 SF oo 50.00 ♦♦ I\
\ 3g32 16.91' 35.94' �0 6 `♦ ec�� o aLLULB
74 27.03' r 5,000 SF o0 28�3 ♦ \ \ Q
I cn S%
1 BLOCK 1 s `♦ ENGINEER DEVELOPER ae
5 22.47' 39.01'
u, a
N1°48'29"W 147.07' 13 soo0, 5,000 SF oo 8,631 SF CIVIL INNOVATIONS PLLC SOUTHPOINT ESTATES, LLC = o
o0 0� yp ♦ F
u; 4 0^' S0 ♦` CONTACT: BEN THOMAS P.O. BOX 6385 O vi H�
1
� 1043 E.PARK BLVD.STE. 101 BOISE, ID 83707 y
48.00' 5000 5,078 SF 1, 6 BOISE, IDAHO 83712
i \101.61 3 11ti1 ��3 r PHONE: (208)884-8181
26.07' ' '
A s" / � ^oo o SOOp 5.796 SF �
14 a 1 a VICINITY MAP oNAL
23.97' 5,698 SF �� o 2 BLOCK 1
2B2a w NOT TO SCALE ��� PISTE ��l
15.44' �'�Fq Sp00 7,386 SF
to
UNPLATTED 1 131.64' 10.12' 26.70' Cq �W
1 0 ^ 10 \Fae S2'6 23.43' 7,705 SF 1�
1 R6 2
15 10,567 SF r A \ � ��7�
1 6,358 SF 3.58' " 37.17' 8.51 19.01, �� ?� 0 F '\ Q
99.82' \ 67.61' J4MI
123.54' 5.27' PRELIMINARY PLAT DATA PRELIMINARY PLAT NOTESCD
N 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
° 0 16 0 5,000 SF 17.78' TOTAL ACRES 10.38 AC ZONING BY CONDITIONAL USE PERMIT.
N20152W 178.11 �1� CD o 0 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. N
1 114.99' to '0 1 PUBLIC RIGHT-OF-WAY 2.26 AC v ti �
cD °' co 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 ow J N
100.00, 4.70' RESIDENTIAL AREA 6.68 AC MINIMUM LOT SIZE(SF) oc c.3 a o
RE-SUBDIVISION. Lu L
121.40' 12 10' OPEN SPACE/COMMON LOT AREA 1.44 AC SINGLE FAMILY 4,914 SF 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 0 12 0 5,406 SF 49.85- AVERAGE LOT SIZE DRAINAGE,UNLESS OTHERWISE DIMENSIONED. o CL ¢ °O m
1 0 17 00 "' 5,000 SF o� ) z >
01 6,017 SF "' 20 91' 10 10.17' OPEN SPACE SINGLE FAMILY 5,491 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 1.44 AC "' �
100.00' 101.19' 23.36' 0 1 ARE AS SHOWN. o TOTAL OPEN SPACE PERCENTAGE 13.87% 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� U)
3.95' o 0 1.56' c QUALIFIED OPEN SPACE 1.26 AC z o
o 4,914 SF '0 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 r 13 0� $ r 1•$5' QUALIFIED OPEN SPACE PERCENTAGE 12.14% 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 o
18 0 �' 5,000 SF 5,007 SF N o w >
1 5,902 SF "' co 32.97 100.00, I ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. } wCL
0 16.36' TOTAL LOTS 61 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR a o z or N
100.00' 100.00' o B o I EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL = w o o
116.77' o SINGLE FAMILY LOTS 53 0
0 0 0 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 WASC,i z Cn
cn 0 0 0 7 c 5,000 SF 1 COMMON LOTS 8 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY m LU o
o 19 o O° "' 5,00 SF o 5,000 SF "' I AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." o
5,776 SF "' CO) 100.00, 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. J LU
47.00' 10. LOTS 11,12,26 AND 27,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 �L„ ¢ o
33.00' 100.00, 100.001, 0 7 0 u) _ =
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 I 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 20 0 5,000 SF 5,000 SF "'5,650 SF 100.00'
11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs.
"'
1 I
100.00, 100.00, C0 o
111.73' � 5,000 SF 6
0 0 0�SO°26'18"W 759.66'
cD
0
0 0 0 16 0 5 0
1 21 � 5,000 SF 5,000 SF "' ui SAGEWOOD a >
1 5,524 SF a 100.00' I SUBDIVISION o 0 o -
100.00' 100.00' g o
109.21' o o c Q 0 CD
"' 5,0 0 SF o�1 °C 47'
CA
17 4
N2°25'32"W 396.59' -1 a o u) � o Cz
CD
22 5,000 SF 5,000 SF "' cs 2- 5' 33' 5' 2'
I CD 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
o 0 0 "' 5,000 SF m
0 18 0 3
c 23 0 ' 5,000 SIF 5,000 SF u) 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
1 1 1.75% 2% 2% 1.75% O F—
C/� =
Q J
100.00' 100.00' 0 3 0 l 3'1/�j
104.17' r � c
0 o c ' 5,000 SF "' Px
co 19 0 2 3'1 M
S66°01'34"E 134.28' 1 24 v 5,000 SF 5,000 SF "' 2-1/2"OF ASPHALTIC PAVEMENT 5"THICK CONCRETE SIDEWALK PER CA
Z Q
5,147 SF 100.00, 1 (SP-3,0.50 INCH U")MIX,PG 58-28) ACHD SUPPLEMENTAL DWG.SD-709 Q z
4"OF 3/4"MINUS CRUSHED GRAVEL W 0
4"OF 3/4"MINUS CRUSHED GRAVEL BASE _ J 8.86 100.00, 100.00' ' 2 c NOTE: EXTEND ROAD BASE MATERIALS w
BLOCK 2
101.97' 1 r 4,986 SF 6"MINUS PIT RUN 6"PAST CURB AND GUTTER(TYP.) L1J
72 20' 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%
1 52.48' 10,655 SF 28.28' 7.55' 1 COMPACTED STABLE SUBGRADE 2. NO TOLERANCES WILL BE ALLOWED
1,280 SF
94.66' I Q
` I� 25 74.31' 14.66'
♦``�` BiocSIF \ 14.24' l . ,• 35.04' 20.73' TYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK) O
27 / ♦ NOT TO SCALE
822 SF 114.06' 31s2' o o W.DAVENPORT ST. 01 O
55.22' �o - - cm26 / "' COL
♦♦\ 8,126SF
♦♦ 7g \/ 50.00' ' "` 50.00' 50.00'' 50.00' 0 CDW
CD
50'RIGHT-OF-WAY
SVol i 2.04' 36' Cz
♦♦ 14.24' J 8'ACHD SIDEALK EASEMENT 8'ACHD SIDEALK EASEMENT a
.38'
2' 5' 8' 2' 16' 16' 2' 8' 5' 2'
FALL CREEK MEADOWS ♦23 32 1 94 0 00 w00
1 SIDEWALK SIDEWALK
♦ V o OO N OO
SUBDIVISION NO. 1 5,733 SF 2 I
2Sg31 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 6,175 SF 6,699 SF SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702
1 3 SEE PLAN SHEETS FOR LOCATIONS)
) (SEE PLAN SHEETS FOR LOCATIONS) �MpX•
QQj —4.30, rMgX 1.75% 2% 2% 2/°° 2% 1.75%
�r.o 3 PROJECT N0. 20 0115 SW
y 81 BLOCK 4
51.08' - 3•r DWG FILE PRE
sr.pg. ° 31M Mqk DESIGNED BY BT
y/ N77°45'27"W 313.88' SO 1918 W 29.74 5"THICK CONCRETE SIDEWALK PER
5120, 6 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 05/27/20
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