Pre-plat V11 PRELIMINARY PLAT NOTES
1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL
USE PERMIT
2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION.
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 RE -SUBDIVISION.
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 DRAINAGE, UNLESS
OTHERWISE DIMENSIONED.
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, AND A TEN (10) FOOT
PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION
DOES NOT APPLY TO THOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES, WHICH HAVE NO ADJACENT EASEMENTS. ALL OTHER EASEMENTS ARE AS SHOWN.
6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL
BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT.
7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BYAN
IRRIGATION/DRAINAGE ENTITY.
8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503 RIGHT TO FARM ACT WHICH STATES: "NO AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF
SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL 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 CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY
WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION.
10. LOTS 1, 16, 28 AND 37, BLOCK 1; LOTS 1, 19 AND 30, BLOCK 2, LOTS 1 AND 11, BLOCK 3, LOTS 14 AND 30, BLOCK 4, ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE HADLER
SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS
SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE.
11. DIRECT LOT ACCESS TO S. LOCUST GROVE ROAD AND E. VIA ROBERTO LANE IS PROHIBITED.
HADLER SUBDIVISION
0 PRELIMINARY PLAT DATA
V
TOTAL ACRES 20.00 AC
PUBLIC RIGHT-OF-WAY 3.89 AC 19.45%
RESIDENTIAL LOT AREA 12.15 AC 60.75%
COMMON LOT AREA 3.96 AC 19.80%
TOTALLOTS 156
PRELIMINARY PLAT
MERIDIAN, IDAHO - 2022
LOT 1 BLOCK 1 OF RESCUE RANCH SUBDIVISION,
LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 5,
T. 2 N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO
QUALIFIED OPEN SPACE CALCULATION
OPEN SPACES
2.48 AC
COLLECTOR BUFFER
0.86 AC
ARTERIAL BUFFER (1/2 OF TOTAL)
0.17 AC
TOTAL QUALIFIED OPEN SPACE
3.51 AC
QUALIFIED OPEN SPACE PERCENTAGE
17.55%
SINGLE FAMILY LOTS 145
COMMON LOTS 11
4 SITE PLAN LEGEND
BOUNDARY LINE DETAcneD PROPOSED PEDESTRIAN RAMP
WITH DETACHED SIDEWALK
ZONING
EXISTING: RUT PROPOSED: R-15
MINIMUM LOT SIZE (SF)
SINGLE FAMILY 3,058 SF
AVERAGE LOT SIZE
SINGLE FAMILY 3,650 SF
RESIDENTIAL GROSS DENSITY (DuI 7.25
CONSTRUCTION CONTACT INFORMATION
RIGHT-OF-WAY LINE
A acnED
2
CENTERLINE
DEracxeD
ENGINEER DEVELOPER
SURVEYOR
PROPERTY LOT LINE
PROPOSED PEDESTRIAN RAMP
CIVIL INNOVATIONS, PLLC DEVCO, LLC
IDAHO SURVEY GROUP, LLC
-. PROPERTY LOT LINE (ZERO SETBACK)
DETACHED WITH ATTACHED SIDEWALK
CONTACT: BEN THOMAS CONTACT:JIM CONGER
1043 E. PARK BLVD. STE 101 4824 W. FAIRVIEW AVE.
CONTACT :MICHAELS.BYRNS
9955 W. EMERALD ST.
EP EDGE OF PAVEMENT
PROPOSED VERTICAL CURB
PROPOSED CONCRETE VALLEY GUTTER
E. VIA
ROBERTO LN.
E. LAKE HAZEL ROAD -
0
IECT SITE
SUBDIVISION ti
BOISE, IDAHO 83712 BOISE, ID 83706 BOISE, ID 83704
PHONE: (208) 884-8181 PHONE: (208) 336-5355 PHONE: (208) 846-8570 PROPOSED ROLLED CURB VICINITY MAP
EMAIL: BEN@CIVIL-INNOVATIONS.COM EMAIL: JCONGER@CONGERGROUP.COM EMAIL: MBYRNS@IDAHOSURVEY.COM
5 NOT TO SCALE
PROPOSED A�IX SOUTHEAST SUED. N0. 3 Unp l atted PROPOSED APEX SOUTHEAST SUBD. �0. 3
i
_--------------------'
E. VIA ROBERTO LN.
E. Via `S7611 S.s
Roberto Ln. j" ' -
a
P� .1/4
586.62' ...' ' 90780
9 fB
22,539 SF
37.72' 43.09' 43.08.45.50' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 32.00' 1.5 21.5 37.03' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00, 38.00, 40.00' 39.68' 40.00' 38.00' 44.00' 38.00' 38.00' MOO' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 48.20'81' 11.29' - - - - - - - - - - - - - - - - - - - -
w"�, BLOCK
15 14 13 12 11 10 9 8 7 6 5 4 3 2 Y 2 3 4 5 6 7 8 9 10 11 12 18 14 15 16 17 28
m 4634 SF o4233 SF o4204 SF
I 4,480 SF o3,800 SF o3,800 SF o3,800 SF o3,800 SF o3,800 SF 3,800 SF o3,800 SF 3 800 SF o3 800 SF o3 968 SFo Q rn 4 468 SF o3 800 SF 3 800 SF o3 800 SF 18 BLOCK 3 0
W 03,800 SF 3,800 SF o3,800 SF o3,800 SF o4,000 SF o , 68 SF o4,000 SF 3,800 SFf 4,400 SF 3,800 SF 3,807 SF 3,887 SF q,073 SF 19 � 20 w 21 w 22 rn 3,680 SF 24 I
IL 3.00' 4,367 SF
'I 14.53' 17.36' y 4,671 SF 4,863 SF 4,338 SF 5,577 SF I
4 8.44' 3.00, 1 - ?y0 9.52'
. , , , 38.83'
III yl. 20.96' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00' 45.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00' � 39.68' 40.00' 38.00' 44.00' 38.00' 28.49' 38.17� 15.96' 3)
38.53' 16.48' 'L5 3q,
16 Iti ,.. - .. . _ _ 23.03• 5.41'
0 451.35' 459.54' 161.16,
IT -,ao.o - - - - - - - - - - - - - W. VANTAGE POINTE DR. - - - - - - - - - - - -==1z3.1 o0.00' 3gss' 32.78' yh Neap, o
P
0
-
1 a
29
6' 3
1
7
17 - - N
m -
19.50' 32.00 32.00 32.00 32.00 2. -, i r -
r h 3 00' 32A0' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' 105.3T 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' � t - 40.00 38.00' 38.00' 30.50'
10, 3,885 SF 4 4, o �r 8.53' ��i, - 2.14' 7.52' 38.21' 38.661 O2 5.16'
g o, -21 21' 28 w
2 s 100.00 10.75' 2 38.4T m
4 - 1S _ _ _ _ _ _ _ _ _ _ _ aO 32.09' ao
f 1 3,800 SF m 1 2 8 4 5 6 7 8 9 10 11 12 18 rn rn 15 16 17 18 19 20 21 22 23 24 25 rn 31 32 33 34 6.18'
3,350 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,368 SF 3,368 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,368 SF 4,000 SF 3,800 SF 3,800 SF 3,790 SF 13.77' dr9p,
.,� 100.00, W - c _ - 2
1 BLOCK 1 � m 3g.g0' 20.86'
'1 - 19 = 11 11.31' 11.31' BLOCK4 11.31' 11.31' 35 36 2.12' /
. 1(r(r 3,800 SF F 26.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 26.00' 14 26.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 26.00' o 0 40.00' 0 38.00' 0 38.00' 0 38.00' 5,979 SF 5,771 SF 5,457 SF 37 38 39 /
o o 1 N 100.00, yZj 93,905 SF _ /h' _ 5,176 SF 5,003 SF q 247 SF 5,442
20 - - 41
3,800 SF 1n - BLOCK 2
3,666 SF
- - r 2.57 30 - 2
cn o 73 12.08' 0 12.01.
0,0105 100.00' _ Block / 0 11.31' ^ / p37 9,956 SF _
21 N ti 0? g 43.20'
co 20' 38.00' 38.00' 38.00' f 0 29 38 00' m 38.00' N 38.00' m 38.00' W
N
Rescue Ranch o 0
43 35.24'
'6 3,800 SIF " 41' N 26 4ri ,y 4,230 SF - -
v Subdivision o 3,368 SF 2T 7j324, x,LA6' � N89°52'36"W 313.32'
100.00' r 26,00' 32,00' 32.00, 32.00' 32.00' 32.00' 32.00' 32.00' 40.00' 32.00' 32.00' 32.00' 32.00' 32.00' 25.99' °j 10p $ - 28 �' - '- - -- -- -- -- " -- _ _ - t Cl / -
.I' o0 22 m 11.31' 0 Op, $ 10, 3,423 SF �,4 C2 i - - s_ - -
9 3,800 SF °' - o 0 0 - - - - - - - - - - - 2Q0p, o0 9?'-
o, o 0 0 0 0 0 0
0 0 0 0 0 0 00 0 0 0 0 0 11.31' 32p0' 'y /p32 0 o;�/ 27
11 3 00 SF
0 o m
w .l, 100.00' m o 0 0 0 0 0 0 _ o 0 0 0 0 o m b 000' n`� m r O 3,219 SF--
EP EP _ ry 3?00, 26
53 52 51 50 49 48 47 46 0 45 44 43 42 41 40 39
- 0 3 �: 3,200 SF p0' /
,I 23 3,350 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 4,000 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,368 SF oo ?00, o 441 26 / Block %
'o EP a,TSnn cF, 3117' 98 0 3.00, `b` 70400' M`� Q c4 3,200 SF / / Rescue Ranch Subdivision
. 3,373 SF 87 0 0 7 ti
�. 15.16' 5.98' 3,200 SF 0 310 24 V 7. 00• / /
201' o0 3,574 SF .�►
100.00' 8 44 \ 19.50' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 40.00' 32.00' 32.00' 32.00' 32.00' 32.00' 28.02' 23. 15.15 3,200 SF o 13.81 32pp, 4V 0 25
24 es 0T ^35 g .$'> 54 0 3,200 SF
3,879 SF AO 9 .. - 7$p0, 3,2005E 0 3g00' 'w 1 00
84 00 20 G OpOp off,./
9�50.00' 258.84'212.68' L=36.63', 3ZOp 3,200 SF o 0 3p y 24 / /
W. ORION GREENS DR. - - - - - - - -R=zoo Op 32 33 0
\ 00, 3,200 SF ^82 0 / $ 3,200 SF o
25 19.67' _ . < . , . ' ., < ... 320p, 3,200 SF ^ 31 a. i o 7pp00 M / /W
4,031 SF N 2�40, 17 3g 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' - - 34.00' 32.00' 32.00' 32.00' 34.00' 29.72' \ 32 80 23
p0' 3,387 SF o /
I` 41' 27, 0 3,200 SF /
,S 108.83' 8.84' 21.21' 27' 21.21' 13.18' 30' 3? \v .� 3Z00, 1,597 / - n 7p0
1 8.44' 00' " 2 0
.1 26 61 3? 32p0, 2p3.54' ¢� 22 0 <n " / �,
I 4,136 SF a BLOCK 2 3.?. 93' 3'" 0 3,200 SIF /
4 26 29 30 31 82 88 34 35 36 87 1 2 3 4 5 6 7 LLI 0�' M 1 0 /
108.83' 2,460 F 3,330 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,400 SF 1 387 387 F 3,400 SF 3,200 SF 3,200 SF 3,200 SF 3,400 SF 4,533 SE,' 3Z00• \ 50�� 1.84' 0000•
_ _ _ _ _ 0 -a ' 21 h cmuxxovanoxs
m.I - BLOCK 1 _ - - W ,. - - - - - - - 8 3 [�75.80', P� O i /
P7 W 3,200 SF y ?�' - 9.24' 3,221 SF o / ,$ / 0 NORTH
4,898 SF m CO) m 9.38' o0 3,200 SF 10 3Z�' ,. 1p�00'
25.00' 108.83' W34.00� 32.00'! 32.00'f 32.00'� 32.00'� 32.00'� 32.00'f 34.00'� 5.00 5.00 �34.00'! 32.00'f 32.00.L
2.00'0 34.00'0 0 268S' �' / 60 30 0 60 120
y 7jSp, o0 3.200 SF 11 ' 20 /
N89°52'36'W 669.21' - 2on, g s.zo' �a 3,520 SF g /
00 3,200 SF 14 4 04' 2802' '�T °' / l HORIZONTAL SCALE IN FEET
�`?00• o 00 3,200 SF 13 3ZOp, 19 "' / /�
-s3_ ea e3 0E -- 32 0' 06 SF /
LINE TABLE
LINE
BEARING
LENGTH
L1
S89°52'50"E
30.00
L2
S89°52'50"E
7.00
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BRG.
CHORD DIST.
Cl
12.01
225.00
3°03'27"
N88°20'52"W
12.01
C2
143.71
125.00
65°52'19"
S57°1 V14"W
135.93
C3
75.80
50.00
86°51'39"
S67°40'54"W
68.75
a - Ec - - - - EO EO - - EG - - EO - Ec Ec - - - Ea - - Ec - - - ' � _ `0' o & 3,200 SF 14 3Z00, /
e 3'00• 32 0 3.199 SF 15 S7 2
Block 1 e /z 00, o r
O Laredo Estates Subdivision p 8, 3,058 SF 16 }
3
2 \�� C pl/i S 76 w �p °' �.°' 3,065 SF 17 ,°� 41' RIGHT-OF-WAY
3q2�. 3Zoo• �' BLOCK2 a/ ��
y y at0� 9' 32 3,065 SF 11 7' 27' 7
81' RIGHT-OF-WAY 3 pp• 4,747 SF - -
- 0 15' 21.5' 8' 21.5' 15, o 03 3?.Op' / // 2' 5' 2' 11.5' 11.5' 2' 5' 2'
3,00' 4.53' Sg0 j/ / SIDEWALK SIDEWALK
SIDEWALK SIDEWALK 3 P LANDING ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1' LANDING
V LANDING VERTICAL CURB AND GUTTER PER ACHD 0.5' 0.5' 6' VERTICAL CURB (NO GUTTER) PER V LANDING \ c - - - 3 SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702
SUPPLEMENTAL DETAIL SD-701 ISPWC STD. DWG. SD-701A - 8" HIGH
1 V` 3.7M�" 1.75% 2% 2%
J7M� 1.75% 2% 2% 2% 2% 1.75% g. � � � ._ � Eo �
3:1M 3:7M 31MPy. Mqk
5" THICK CONCRETE ASPHALTIC PAVEMENT ASPHALTIC PAVEMENT 5" THICK CONCRETE
SIDEWALK 3/4" MINUS CRUSHED GRAVEL 3/4" MINUS CRUSHED GRAVEL SIDEWALK
6" MINUS PIT RUN 6" MINUS PIT RUN
COMPACTED STABLE SUBGRADE COMPACTED STABLE SUBGRADE
6 TYPICAL COLLECTOR STREET SECTION (WITH ISLAND AND DETACHED SIDEWALKS) TYPICAL LOCAL STREET SECTION (WITH ATTACHED SIDEWALK)
NOT TO SCALE - S. PEAK AVE. NOT TO SCALE
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PROJECT NO. 21-0701-HAD
DWG FILE PP.100
DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 06/28/22
HORIZ. SCALE AS SHOWN
VERT.SCALE AS SHOWN
PP.100
SHEET 1 OF 1
DACivil Innovations Projects\2021\21-0701-HADLER\200 -Construction Drawings1204 - Preliminary Plat\21-0701-HADLER-PP.100 (PRELIMINARY PLAT).dwg