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PRELIMINARY PLAT FOR PEBBLEBFROOK SIJBE3IVISIO4
24 19 Legend
SITIJATE � IN SE , OF TH E N E 4 OF SECTION 25, T_4N , R_ '1 W,
25 30 O FOUND BRASS/ALUMINUM CAP
� � P/RAMG R-8 M BOISE MERMAN , AAA COUNTY, InAHO
s�i \ g N T S�g� z o 2 O 2 4 ® CALCUOLATED POINT PLASTIC CAP
K 1 'V'S�GN Y ^rr ' rLj ® FOUND 5/8"IRON PIN WITH PLASTIC CAP
FOUND 1/2"IRON PIN WITH PLASTIC CAP
6FI- GS 7479 No 24 ��,� '
_ 7-1479
57.Y�2 RG 6PI--__- 9 I
24 RC _6p ___ i z I z Q SET 1/2"IRON PIN WITH PLASTIC CAP
_ __ �
1 4� Le
,as.3;)R�6PI \ -SS-SS- EXISTING SEWER
24 I \ RG 6PI _-_ �O I w w EXISTING WATER 4\ 2 -
8 63.0' 6P - .n41,l CABLE EXISTING CABLE
\ \ r\_ 24 R�6PI x Q
\\ \ 1 1 I \ -7 r_ R11zs Z y' / R-8 RUT N I - - - EXISTING CENTERLINE
_ 4 o Z
I \ \ \\ 5-1 j 1I \ !1 I ---__ P ---_ �RgMO NT =�� EXISTING DITCH
10788 SF I \ I --_ °-- g S�g� � W o ,
l \ I 1 \ I 1 I -7 470, - „---_ k 1 8 �V�SI �� UNP�ATTE� EG Fc EXISTING EDGE OF GRAVEL
N v s-, \ \ o I 3-, / o PGS N NO. 27 J o
/I 15482 SF \ \ I 1 4-1 ` 7007 SF / o _ 15046 1 o Q I I I 1 I EP Er' EXISTING EDGE OF PAVEMENT
o ,� \ \ I I 7096 SF 1 R-9 - ___ 5048 N W
30 6PI _--__ I x EXISTING FENCE
,
RC _ J 3
6pl --___- \ EXISTING FIBER OPTICS
O I _N / 4-3 531.3'RC 6� -- _ a I EXISTING GAS
I \ 54�21 SF / 5260 SF / O -
`\ �\ ;` �\ � 3 6 I - _ - F GRAVITY IRRIGATION
5
/ / Soso\\� L--------� - / RC _- I ' � EXISTINGG Y
R-8 o _ _ ��tiry _ _ __ OLLA HILLS ST. T T EXISTING JOINT TRENCH
---ss.T----- `� �\ o 8E.CH
m Un - �>8,. l s° \ o l gW zsz3 3 RC 6PI - ------
cn _ / / �� / ,\\\ \\� 0w 6PI ---- :,_. 25 W.C. °I\
C
� ' / � / • 89°35'00"E � � I � EXISTING OVERHEAD POWER
Q
m I I �� / l 4��0' l 3-3 ��� �89.y.:: 2973 - `°192.r 420.08 Pi Pi EXISTING PRESSURE IRRIGATION
CCio 7-1 1 / 1 s2so SF / / / _ d o C / ------_-- -----105.0' -- 27.0' _ \
Z -. 6712 SF I 'P / / / / / 33 / 8 _ 51.9'
� NM oo G .C� I / / / o � cos. •� / ,�• / /� / so.ii•. . St O A HILLS$r _ ,sas - - �
�� / / // / ^\ o LL - -L ---- EXISTING STORM
/
O O I 1 �50 \� / / / 1-1 '[[� o / � \\ / /,. / � , � / / r__-_ soo':.< • :. .. -S 8W 8 8W 'ol 1 / 21-2 1 10 L 'II I 1 I T EXISTING TELEPHONE
e ---------- 9 / / 10631 SF a / / - I I I
500 :'.. 196.9' - - M 5775 SF I I
T/FO EXISTING TELEPHONE&FIBER
2-3 / 5-3
Q \ I C,A / / �� 5250 SF / ; 19133 SF 10�.0' -- 1 N i I TOE EXISTING TOE OF SLOPE
I I I cn 1 I
' n Q / 0 1 I l - _ �. . -----�---- I TOB EXISTING TOP OF BANK
/ No /v o/ / 2-4 / o III 11 1 - _ i / iI
so\\ \ / h l� l 5249 SF I
/�\l�/ �\\ � s\so ,225,, M�\�6s3 o\,/o..o:•, �8 W�1_� \ -' \\ \\,\ /� /// 5 8
I oI I
EXISTING UNDERGROUND POWER
s20-241
Q46P
8-1 4-4 56 SF soF SS-SS PROPOSED SEWER
1133 F 5s88 SF 21-4�\ -3
CONTACT DIGL
INE
566 � 2307 SF - J W W PROPOSED WATER
5757 SF -4 I \� 48-HOURS6 PROPOSED STORM DRAIN BEFORE DGGING
50
I
\ / 07 / , _ PI PI PROPOSED PRESSURE IRRIGATION 1-800-:342-1585
/ \ _ Rw. .. ,��� / l' �� J � 1 1 1 I I sass s�j� � ,- ly '. _ � _ I A I
8S 3 / l _ _ I I I I I I I 5 1 - \_�SaSo�F 19a2 I I ti I I IRR PROPOSED GRAVITY IRRIGATION
I 9107 SF / \ Iw,
l \ / l/ s \•Y �F l ,l / �0;' 4 -- J 11 / I I I I I 10-4 I o I 5250 SF I III I\ I I
�3p l so I 1 1 \ -- �.� I - I III \- I
6788 S / / / �gSO/y S Rl�i �s l l l I I - - --�-J I `..
• l l T, ti 1 1 / l ' P l I I I G I I EP EP PROPOSED EDGE OF PAVEMENT
I I I J 105.0_ I I I I
/ / --- / / s3o•.:.... _ , / o l l , / l so1 4p I I -�J\ --_---- - - ---- it I. I I 1
19-4 / / / /� _ J --_105.0'_-_- \ � EG EG PROPOSED EDGE OF GRAVEL
_/ 5249 SF / / / \\ I I/ _ W I I I I I
1
ss,ssF / o/ / // \ / / / / , / / I 0 � P J 4 �\ 2 I Q I 118-2 \ I 11 Ii018 41 I I 1 --------------- PROPOSED SAWCUT
,2-, l l \ 8w / \/ / / / ,/ l > 501 \\ 11-4 o W .'q' 2 5250 SF �i I Z I z
/ /
J joss, l / / \ / / p I \ 5250 SF I z I I I - - - - - - PROPOSED DITCH CENTERLINE U O_
6615 SF / / l l/ Imo \ _ / l l l l 17-4 / l l -I \I Q
/ L / 5588 SF / / I l 7 I I III
°\ � � // / / j 13-1 / / �[V s W // /// / / 16-4 \ / / / 20.00' 1 L \ - - --- - --- I I 1 TOB PROPOSED TOP OF BANK J
-105.0'---- I _
/ / ssls sF / / / 5757 SF / / / / KNIGHT O r- - w
R-� �s3o• 1 l h l O 8 8w / // // // / / LATERAL o r I m 2 I�� i I _ I 11 TOE PROPOSED TOE OF SLOPE 0 m
_ / \\ 1 c ..
14-1 EASE. I \\ _ I o
7114SF / / Qa I s W / / / 14-4 ;/ 1 o 1� \ \i sF 1 j \sio�F --------------- PUID EASEMENT U Z
_
8 / / // \ 4 \ \\ 1 I / I I I Q (n Q
ds3°• L // 3/3/�� /////
1 1 1 I
I1 2❑;O6o
EXISTING TREE
8-4 1 _I w
O N 22157 SF E G O33.00' 7 EXISTING LIGHT
7 8 0
10'PUIDEASE. 10.00'PUID 5 EXISTING MAILBOX-EASE. 13 J
2 12 52 SF Q33.00'TRC TO TRC ssls SF m
' 5.00' EXISTING CONTOUR L J pYmp
5.00' 16.50' 16.50 W
105.0'2.00' 2.00' ~� //\ / ,/ 6615 SF / / // �\ ° \�w G°'"' ( • \ �26 PROPOSED CONTOUR a
/ / l GFgS \\ I / /1 I o0_�
1 --- 1.5% / T s. 04-2 T \\ I\ L G \ \\ \ /-- • � I • it 1 I I 0 EXISTING SIGN
ssls LU
g Z
13
v~O
CONCRETE SIDEWALK PER CONCRETE SIDEWALK PER Q d / / 5_2 / / /� W I 32.00'FACE OF WALK O EXISTING MANHOLE O a
O �. __
ACHD STD.DWG.SD-709 ACHD STD.DWG.SD-709 \ �/ / / 6s13 SF \ -_ss.4�--_ I I TO SECTION LINE
3"ROLLED CURB PER 3"ROLLED CURB PER = / 3 I / / / / a V "s3
w O• .01 / /\/ l •� 8 J l I I EXISTING FIRE HYDRANT
ACHD STD DWG.SD-702 ACHD STD DWG.SD-702 • �\\ / / / 6-2 0 �\ 3 \\... <\\ 1
41' l l 6615 SF S\ONAL FN
9 630 J ` / / l l e 6p \ 1 PROPOSED FIRE HYDRANT �S G/
7 / l 7-2 ��G\STE /f/F
33/47 Standard Local Street / 6645sF / �� n 1 / I1 PROPOSED VALVE
/ V / f 6306 SF
8-2 3 II \
II 3PP.1 4" 6615 PROPOSED SAND AND GREASE TRAP
47.50'LANDSCAPE BUFFER MEASURED FROM BUILD-OUT TBC
I N \ I I ] 2-2-24
ss I CONCRETE CURB AND GUTTER
s sF
w `Z
z a l�Jc s(/g� G;a- / // / 1 h I / / / / \ 2 � 1 1 "I \ I a CONCRETE Os`S /( R\G�SO
� 27.00'COMMON LOT 43.50'HALF WIDTH ROW z pG �//S� \ //, / / 11P S / / / �� I I a E
S O / 661 stl'I A/�
.32.00' 1� V �O `_ /,l l /l \ I + 11IRRIGATION BOXW 23.50'BUILD OUT TBC TO CIL A� /42 2/ // I / 511 390 SF / / I 1 1 I o 10'CONCRETE SIDEWALK LO : LO •
R O 1 11655 S I °17.00'PAVEMENT 00
: •
I I / /� I I I- •
2.00' 10.00' 8.50' u~1 �a /yl I �/ / /; 1 - I I 1 I ..
O U
11.00' moo' �� /Y o' � I
a 3.�M 3'1M III /l - .• .•
4.00' 3.00' 6.00' EXISTING a i ROW I •• •• ••
f
o 1 2 /
PAVEMENT
co
SF I i- I I.':.. III 1,.° I I v
Keyed Notes ' ' '
CONCRETE SIDEWALK PER I u
DRAINAGE WINDOW y 1
ACHD STD.DWG.SD-709 I I 1. REMOVE EXISTING STRUCTURE AND APPURTENANT SITE
SEE PLAN FOR LOCATIONS - as, p L / IIII
Preliminary Plat g �' 1 I I 1 1 IMPROVEMENTS. REMOVE EXISTING SEPTIC SYSTEM IN •
FUTURE BUILD-OUT Y \� III
I I ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPT.
CURB LOCATION 1 I 1\ I STANDARDS,ABANDON EXISTING WELL IN ACCORDANCE WITH
l9s IIII I 1 \ I THE IDAHO DEPARTMENT OF WATER RESOURCES STANDARDS.
N. Meridian Rd. Widening
2 o so 120FEET UNPLATTED ~?6S IIN \ I 2. REMOVE EXISTING STRUCTURE. w =Z
1 II I 3. CENTRAL MAILBOX UNITS. Q °
PP.1 p-V Q 2F) 42' WI I II �I I 4. NORTH SLOUGH WATER USER'S ASSOCIATION KNIGHT
fl
II I II I LATERAL TO BE PIPED. Q
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Notes INT OF 5. 5'CONCRETE MICRO-PATHWAY. o
om
INNING g
N�
�m
° 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8. 00
i� �, III
�
0<
H -26 2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF -
MERIDIAN SEWER SYSTEM. 03
og
z
a
3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN g
WATER SYSTEM. W
af
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4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH Parcels Included
THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING
�V
ORDINANCES. <W
5725 N. MERIDIAN RD.
5. THIS PARCEL IS NOT LOCATED WITHIN A FEMA MAPPED FLOODPLAIN. PARCEL # 1 MERIDIAN, ID 83646 PROJECT DETAILS
EILEIT= Q 6. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS SO425141990 -4.81 ACRES z
e FOLLOWS: T.411% Ill SEC. 25 EXISTING ZONING: RUT
6.1. ALL COMMON LOTS ARE HEREBY DESIGNATED AS HAVING A N. MERIDIAN RD. PROPOSED ZONING: R-8 ow
Ll El w3
BLANKET EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND PARCEL # 2 MERIDIAN, ID 83646 TOTAL ACERAGE WITH N. MERIDIAN RD. PRESCRIPTIVE ROW 607,273 SF
DRAINAGE. SO425142030 -8.735 ACRES �3
6.2. ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A TAN, Ill SEC. 25 13.94 AC o 00
LOT SUMMARY OPEN SPACE/COMMON LOT SUMMARY z 3
°
10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, Qualified Qualified
IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY RESIDENTIAL LOT SUMMARY Open Open
LINE. Contacts TOTAL SINGLE FAMILY DETACHED 54 LOTS Actual Actual Space Space Area
6.3. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT Q
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE. LOT# DESCRIPTION AREA(SF) AREA(AC) Credit (SF)TE AMO DESPACIO, LLC
RESIDENTIAL BUILDING LOT TOTAL 54 LOTS 1-1 OPEN GRASSEY AREA > 5,000 SF 10631 0.244 100% 10631 j
6.4. ALL REAR LOT LINES HAVE A 10-FOOT PERMANENT EASEMENT FOR ? ,
o O C/O ERIC SCHECK
PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE. DEVELOPER 1020 N. HICKORY AVE., SUITE 200 14-2 OPEN GRASSEY AREA > 5,000 SF W/ MICRO PATH 6306 0.145 100% 6306 a Y
0 6.5. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, MERIDIAN, ID 83642 COMMON LOT SUMMARY 22-2 N. MERIDIAN RD. ENTRYWAY CORRIDOR BUFFER 28420 0.652 50% 14210 a °}° o co 0
q IRRIGATION AND DRAINAGE IS DESIGNATED ADJACENT TO THE CELL: 208.948.7012 COMMON LOTS 6 LOTS ❑ C/' o 0 }
0 5-3 OPEN GRASSEY AREA > 5,000 SF W/ MICRO PATH 19133 0.439 100% 19133 Q � y z
SUBDIVISION BOUNDARY. COMMON LOT TOTAL 6 LOTS
Z w w0- U 1-4 OPEN GRASSEY AREA > 5,000 SF 23107 0.530 100% 23107 o
7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE ERICKSON CIVIL, INC. a 0-1 ❑
WITH IDAHO CODE 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN ROSS ERICKSON, P.E. DENSITY SUMMARY: 8-4 OPEN GRASSEY AREA > 5,000 SF 22157 0.509 100% 22157 2
THE SOUTH SLOUGH WATER USER'S ASSOCIATION, ALL LOTS SHALL BE ENGINEER 6213 N. CLOVERDALE RD. STE 125 TOTAL AREA= 13.94 AC JOB NUMBER:
SUBJECT TO THE ASSESSMENTS OF SAID ASSOCIATION. BOISE, ID 83705 GROSS RESIDENTIAL BUILDING LOT DENSITY= 3.87 UNITS/AC TOTAL 109754 2.520 95544 J I0B2338
8955 846 208. .
8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS OFF: NET RESIDENTIAL BUILDING LOT DENSITY = 6.69 UNITS/AC W DATE: 2-2-24
u SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING I TOTAL RESIDENTIAL BUILDING LOTS = 54 LOTS TOTAL PROJECT AREA 607273 SF SHEET NUMBER:
ii REGULATIONS OF THE CITY OF MERIDIAN. LAND SOLUTIONS
10 CLINT HANSEN, P.L.S. MINIMUM LOT SIZE = 5250 SF
9. LOTS (L-B) 1-1, 14-2, 22-2, 5-3, 1-4 AND 8-4 ARE COMMON LOTS TO BE PROFESSIONAL 251 E. 5TH ST. STE A ROW AREA- 157295 SF TOTAL QUALIFIED OPEN SPACE PROVIDED 95544 SF
Vicinity Ma ASSOCIATION, OR ITS ASSIGNS.HE SUBDIVISION HOMEOWNER'S LAND SURVEYOR MERIDIAN, ID 83642 PPOI
yBUILDING LOT AREA= 351790 SF w
OFF: 208.288.2040 w
10. DIRECT BUILDING LOT ACCESS TO N. MERIDIAN RD. IS PROHIBITED. COMMON LOT AREA= 98188 SF TOTAL QUALIFIED OPEN SPACE % 15.73% )