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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
����\ PgRAMO R-8 M BOISE MERMAN , AAA COUNTY, I �AHO
g N T SOg� z o 2 O 2 4 ® CALCUOLATED POINT PLASTIC CAP
K 1 VISION , rLj ® FOUND 5/8"IRON PIN WITH PLASTIC CAP
• FOUND 1/2"IRON PIN WITH PLASTIC CAP
6FI- OS 7479 No 24 ��,� '
_ 7-1479
szs'�2 RC 6P/-___- 9 I
24 RC _6P ___ i / z I z Q SET 1/2"IRON PIN WITH PLASTIC CAP
I _ \
- 1,6.3?g4 RS 6p/ -_ _ �' -SS-SS- EXISTING SEWER
24 RC 6PI _-_ _ m0 I w w EXISTING WATER
\ 4 __ EXISTING CABLE
s3.o' 6 24 co _ CABLE
\ r�- 24 R�6Pl
\\ \ 11 I _ R11�6• z-- R-8 � RUT N I - - - EXISTING CENTERLINE
I \ I I \ ___ 4 I o PI / -- Pq� I- W mrn
5-, , / �s !/ I / MO NT
EXISTING DITCH
u \ s \\ 107885E ( �� 1 - a o / e- SU ��o UNPLATTED
I ,6_1 \ \ I I -_____ gK 1 8 P gel VISI N Q L6 Q0 EG F^ EXISTING EDGE OF GRAVEL
N V i 15482 SF \ \ 1 \ I I 3-, g GS 15 NO 27 b o
4-1 7007 SF / 4 -- __ 046 o Q N I I ( I I EP Er EXISTING EDGE OF PAVEMENT
CD /� \ \ I I 7096 SF `\ R� ___ 15048 " w 1 x EXISTING FENCE
6P _ 3 \ EXISTING FIBER OPTICS
O N I SS \ \ I II 1`\ 2-1 / 4-3 r ... _ 5'3%3'RC 6�1�0=_ --- a I EXISTING GAS
N
J
5421 SF / \\\ 5260 SF / _ 3G R _ _ I ® - .F EXISTING GRAVITY IRRIGATION
/ 5 C6 1
R-8 _ --_-- EXISTING JOINT TRENCH
v, �� o: v� ��, o � 6� � E.CHOLLA HILLS ST. �T �T
m --- ,r-----�8 °So'� \ l h o l \\�� l \ "5 8W g 297.3',. R 6Pl - 0 8
I
EXISTING OVERHEAD POWER
m 1 � � 47p0' l 3-3 Q \� as. zs 3. 8W ° _. 0.0 25 W.C. 11\
1 �� z o 9zz' __ 105.0' Pi Pi EXISTING PRESSURE IRRIGATION
S8 42 _
7-1 1 // 5250 SF / � _- ��� .�: .. � O O �_� '.'
z LL 1-1 W r7 ------- R
6712 SF 1 \ G i - 3300 `\\ / I I •.:.;. d g 8�^�(O_ `+ OL- -----
.. 0631 SF L 1----- EXISTING STORM
oo o S - L \V-
O L------ 9 o / �, 1 - suet/ I 21-2 I IIII
to _ 8 -8W of 1 to i d T EXISTING TELEPHONE
--- `O \ / 196.9' - _ 5775 SF II I /
79 \ I I� I I�II T/Fo EXISTING TELEPHONE&FIBER
2-3 5-3
5250 SF / 19133 SF ^J \ I I I I .8 j,: -_. I \ I II I TOE
\ I-I 1 I 34.6" ' _90 1_' 05.0' J Yn I EXISTING TOE OF SLOP
2-4 Toe EXISTING TOP OF BANKS
52495E
's \\\� Q / 4//� I 318 4 I I 11 j I I 'I 1 I x I (20-2 I li 11 I i I I UGP a EXISTING UNDERGROUND POWER
l I \\ 1 1 / 1 I I I I I 111 1 J 9-4 / 5250 SF I I
8-1 \ o o ( J/: 1 I 4-4 1 I I I U I I SS_SS PROPOSED SEWER
11331 SF / / O \ 1-'3 \ I \ 1 I 5588 SF I �. I 1 d 5664 SF 2 X o m I I 1
, / �, 1-4 / I / j / I 1 I II CONTACT DIGLINE
0 8W 5664 S� 23107 SF \- t I I 1 5-4 I �( 1 I I o 00 ;� L- __--J I IIII I I W w PROPOSED WATER
- I
°\ \\\\ \\ % /o / ... / // / / \\\J �1\\ I I I 1 5757 SF I 6-4 I 111 1 \ ----- - -- os.o_--- I -HOURS
-- _- SD PROPOSED STORM DRAIN
sss7 SF I II --1os.o' I ° I BEFORE GIGGING
7-4 - I 2 I I
/\\ R�.. so \ / / l _ J 1 I I s.s9 s� I 5 I ,% \ ly \ A I
I 9107 SF / s / gs \ / / _ \ _ I I I I _ _ 19-2 ti I
J' 1 �I PI PI PROPOSED PRESSURE IRRIGATION 1-$(�O-:�L2-1JSJ
\�F l l / -_; I / , 1 I J 10-4 I 1 5250 sF I IIII I\ I I
i 10-1 / / �30' \'4aS'0 RI l i l / _ / I I �5250�F _ \ I : II I IRR PROPOSED GRAVITY IRRIGATION
6788 s �/ l III I
• l � f I I
J _ I 1 I 1 \ J G - - 105.0_--�-J I .. IIII I I EP EP PROPOSED EDGE OF PAVEMENT
--------
/ 19-4 / / l l� _ Pl J --_1os.o'_-_- 2 \ EG EG PROPOSED EDGE OF GRAVEL
5249 SF , I I, w I I I
/ 66151 SF / // / / / ,, ;
18-4 / / / _ \ / 2 Q I ,18-2 2S I II 11 I --------------- PROPOSED SAWCUT
\ �8W / / �-' / / 50,. \ 11-4 - W Z 5250 SF '8j� r III IZ' I z
12-1 / / \\ o JJJ 1 / / / 17_4 / sd // / _ p �I\\\ 5250 SF Z I I - - - - - - PROPOSED DITCH CENTERLINE U O_
\\ \J ��/ / / / 6615 SF / / // \ c; / / / / / / / .. / I \ I -:' \I m I a N
Q s3 / / °.. �\ -� r! / 5588 SF / / / / I \\ I Z ,� -- - : ill p
\ a � // / / j 13-116-4 \\/ / / 20.00' L \ - - --- �> - --- 2 I TOB PROPOSED TOP OF BANK J >
_1 os.o'_--- I I/ / 6s,s SF / = / / s7s7 SF / / / / KNIGHT O r- - / w
R-8 �s3 /j / O 8 l l l l / 2 I I TOE PROPOSED TOE OF SLOPE
/ 14-1 \�\..\ .\ .. . 8 W /// // 59P6 SF ///' L EASE.L I "- \\\ m 1 ~' ' I I 0 0
/ \ ° o N� \ _ I \ 17-2- I o Ii IZj --------------- PUID EASEMENT U
/ I z o I - m -
\ 7114 SF / Qa / / \ \ 1 4 5250 SF II Q Z
Oo;/ 8W. . \
47.00' I �- I I i I I EXISTING TREE a Y
Y
\\\ I -- J II I
/ / I // \\ / / S-4 /- 6s�� W
/ / � / / ' \� 8W \ / � / / 22157 SF I L---� \ �--J °I`I l - G I :' III i c I O
33 / / I // / ,..>: 8S� / / - - os. 33.00' -� - - _ IIII EXISTING LIGHT O �
d po, ire / /� l l ---- T\ � w
/ \� / , / I \\ I NI I p
10.00'PUID 4j / -• 71o5sF / / // \\ `'"•. 8W \\ 5 4 I \ \\ � I m �
10'PUID EASE. 47.00'ROW _ ' l 2se / l/ / �630•r \ > o a I 13-4\ \\ I I 5250 SF J ❑O EXISTING MAILBOX W
EASE. 6s.o. o / 6 / o / s3�. \\ / / 1 0 Szso SF \ \ \ t° III I Q J
33.00'TRC TO TRC o / 2-2 / / \ \_ \\\\ I\ N 2 - I - 120
6015 SF / / / // 6. 81 I I \ I ' �^ -J� -2 II /� 260 EXISTING CONTOUR LU pp
5.00' 16.50' 16.50' 5.00' \\ /V os. -
2.00' 2.00' // / 3-2 / / / \\ �,o o I 05.0_ -� -� I 2 _j 0-
u u u u ��/ ~� J \\ // / 0015 SF / l/ �\\ .'"83.,_.. M�\ lF'gSO \ \\ \ I / \ /I I 8�0�
_ (, ( PROPOSED CONTOUR �
1.5/0 2/a 2/0 1.5/o Q / 5, / / / TRAFFIC CALMING ° SST \ I \ \ \
3 l 4-2 \\ - 8 � \M \ 15-2 - I I 1 0 EXISTING SIGN v
BULB-OUTS / \ W -4P i • I. I I w
ssls sF / / \ \\ a \ 6044 SF 1 I I z
CONCRETE SIDEWALK PER \\`\r\ \ \ \\ \\\\\\\\i;\; \`\`\`T\ ' CONCRETE SIDEWALK PER OQ / do \\ X a // l / 5-2 / /// N /`\\ 8W . \�___ ` lil 132.00'FACE OF WALK OO EXISTING MANHOLE o a
ACHD STD.DWG.SD-709 3"ROLLED CURB PER 3"ROLLED CURB PER ACHD STD.DWG.SD-709 = / 3 I �/ / / / 6615 SF / / V// T s \ \\ `_-- I I N
/�, _ss.4_-__ I TO SECTION LINE
63.0' �\ l l l / gW � y, I i (� EXISTING FIRE HYDRANT
ACHD STD DWG.SD-702 ACHD STD DWG.SD-702 s / / / o III
, / 4 v �v_j/ / ` 6661-5SF / /// v�v �v �� v 11 Sg�ONAI FiyG
33 47 Standard Local Street / \ 1il I 1 PROPOSED FIRE HYDRANTGISTS
30�,� \\�� // / j \7-2 / /l •oQ..\ \ II I I I I
o � F
/ t / /` 5 1
/ / / / 661 sF / /// \\ \ n\ \C14-2 I Ii I I PROPOSED VALVE
1 743 63 • l l A / l �630' S _ 63_06 SF
I I PROPOSED SAND AND GREASE TRAP
Pq 63°•\ ;, / � J oo\ \ \ � \ I � III s o
47.50'LANDSCAPE BUFFER MEASURED FROM BUILD-OUT TBC Rq / / - - \ 30' \ / o 3-19-24 Z
J n O�N // / 9-2 / -L - \ \ 1 I CONCRETE CURB AND GUTTER q Q
LLIl05 T SUS 630 \J /// 6615 SF o
Z /I P TF OF I�
/ h I / / / \ 2 ; ° I a CONCRETE S /( ER�G�
27.00'COMMON LOT 43.50'HALF WIDTH ROW z pG �//S� \ /// / 1q-2 / / / �� I I °
32.00' S /v ss1�
e3 L l l lI l -- \I + IRRIGATION BOX
23.50'BUILD OUT TBC TO CIL Z 3 0° 2 ° \\ / / III / 11-2 / / I \ 1 - 10'CONCRETE SIDEWALK •
LU 0- 2.00' 10.00' 8.50' O /�2� \\\ // \/ / 5390 SF //�/ _ 1 o I I • •
17.00'PAVEMENT w 63°' �` a Jyll ly�l l l� - \ IIII .• .•
R-8 O I I I \11655 S I • • •
11.00, o / ' J - 'c •
3�MPS �v 31 M II /l / / s1 II 44.00'
4.00' 3.00' 6.00' EXISTING T� / 9� ' II I • • :• .•
ss.o,� v / / 1 -2 / i ROW �
PAVEMENT
v / / v SF I /- I :: �� ° C\J.• .• .• •
Keyed Notes ' ' '
So.o' fi l� I c 1
��. ���� (\v v II
CONCRETE SIDEWALK PER DRAINAGE WINDOW ,,� ���� o �. v v �I 1. REMOVE EXISTING STRUCTURE AND APPURTENANT SITE
ACHD STD.DWG.SD-709 ,� � �`�`�,
SEE PLAN FOR LOCATIONS 6s��gp L IIII I • •
Preliminary Plat I I ; I;II IMPROVEMENTS. REMOVE EXISTING SEPTIC SYSTEM IN
FUTURE BUILD-OUT \�
• I;: i I ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPT.
CURB LOCATION I STANDARDS,ABANDON EXISTING WELL IN ACCORDANCE WITH
9s II 1 o I THE IDAHO DEPARTMENT OF WATER RESOURCES STANDARDS.
0 60 120 a I
FEET s h III 1 2. REMOVE EXISTING STRUCTURE. ¢ Fo
N. Meridian Rd. Widening 2 UNP�ATTED zg . N W .
IIII 3. CENTRAL MAILBOX UNITS. os
PP.1 R-8 26 42' WII I �I I 4 AOTERAL TO BEPIPED.WATER USER'S ASSOCIATION KNIGHT <o
as
¢z
° INT OF �w
o Notes I I 5. 5'CONCRETE MICRO-PATHWAY.
III
INNING g
N�
bIII �m
° 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8. 00
.a
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
¢U
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
Q 6. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS SO425141990 -4.81 ACRES z
e FOLLOWS: T.4N, R1.W. SEC. 25 EXISTING ZONING: RUT
6.1. ALL COMMON LOTS ARE HEREBY DESIGNATED AS HAVING A N. MERIDIAN RD. PROPOSED ZONING: R-8 ow
w3
IT 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, R1.W. SEC. 25 13.94 AC
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 LOT# DESCRIPTION AREA(SF) AREA(AC) Credit (SF) Q
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE. TE AMO DESPACIO, LLC J
o RESIDENTIAL BUILDING LOT TOTAL 54 LOTS 1-1 OPEN GRASSEY AREA > 5,000 SF 10631 0.244 100% 10631 ? ,
O 6.4. ALL REAR LOT LINES HAVE A 10-FOOT PERMANENT EASEMENT FOR 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
q IRRIGATION AND DRAINAGE IS DESIGNATED ADJACENT TO THE CELL: 208.948.7012 COMMON LOTS 6 LOTS �' o }
0 5-3 OPEN GRASSEY AREA > 5,000 SF W/ MICRO PATH 19133 0.439 100% 19133 Q LU z
SUBDIVISION BOUNDARY. COMMON LOT TOTAL 6 LOTS
1-4 OPEN GRASSEY AREA > 5,000 SF 23107 0.530 100% 23107 Z o w w 0- U
7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE ERICKSON CIVIL, INC. a 0-1 o
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
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
8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS OFF: 208.846.8955 NET RESIDENTIAL BUILDING LOT DENSITY = 6.69 UNITS/AC W
o DATE: 2-8-24
u SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING TOTAL RESIDENTIAL BUILDING LOTS = 54 LOTS TOTAL PROJECT AREA 607273 19
0 LAND SOLUTIONS SF SHEET NUMBER.
10 REGULATIONS OF THE CITY OF MERIDIAN. 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% )