HomeMy WebLinkAboutCC - Street Name Approval ADA COUNTY STREET NAME REVIEW
Preliminary Plat
Review Date: February 2, 2024 SECOND REVIEW Final Plat RX
Project Name: Pebblebrook Sub T/R/S 4N 1W 25
Parcel Number(s): SO425141990&SO425142030
Project/Plat Applicant: Erickson Civil Inc Phone No: (208) 846-8955
City/County Agency: MERIDIAN
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT
N MERIDIAN RD E CHOLLA HILLS ST N GARBO AVE
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Proposed Street Names: U a o V) m Comments
1 N BORGNINE AVE X
2 N GARBO AVE X
3 W GLEASON CT X
4 W GLEASON ST X
5 W CHOLLA HILLS ST X
W CHOLLA HILLS ST(N/S running Aligns with Mitchum,change to N Mitchum Ave to break up
6 Segment) B parallel N Garbo Ave issue
7
8
PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS
Please replace the North/South running street of W CHOLLA HILLS ST with N MITCHUM AVE
NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and
resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be
presented to the Ada County Surveyor at time of recording.
Codes/criteria regarding denial
A Sounds like an existing street
B Alignment with existing street
C Duplicate street name within Ada County
D Street name exceeds 13 letters
E Other
The overall final street names are subject to change at Final Plat phase levels
due to design changes, time constraints and or previous recorded plat street alignments.
Page 1 of 1
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This map is made from data copyrighted by Ada 1 inch=500 feet
County.Ada County shall not be liable for
inaccuracies or misuse ofthis map. Maps - ADA COUNTY ASSESSOR
bearing this disclaimer may be photocopied freely. Land Records Division
However,use in any digital form requires the Geographic Information Systems
written permission of Ada County. "` 190 E.Front Street,Ste.107
Boise,ID 83702
PRELIMINARY PLAT FOR PEBBLEBF200K SUBE)IVISION 24 �s Legend
SITUATED IN SE -, OF THE NE a OF SECTION 25, T_4N, R_1W,
25 30 Q FOUND BRASSIALUMINUM CAP
R� \\ PARA R-S tg BOISE MERIDIAN, AAA COUNTY, I�AHO
® 6/8"IRON PIN WITH PLASTIC CAP
2024 ® CALCULATED POINT
\\\ BK 10 NPCs RDI VISID N0, $ @ w ® FOUND SIT IRON PIN WITH PLASTIC CAP
147 � _ \ z
RC 4 RC-P797- 24 S- �{\ w' FOUND 1I7'IRON PIN WITH PLASTIC CAP
>s�24 RC 6PI 99 ' Z Q SET 117 IRON PIN WITH PLASTIC CAP
' ss ss EXISTING SEWER
EXISTING WATER
p7y4 O' -LE EXISTING CABLE
\\\ fill
\ - 24 p---6PI = r i P R_� Z� _ON]
s'_
R;^ RUT - - EXISTING CENTERLINE
EXISTING DITCH
t3K Nj SU@pl Vl s,w„j UNPL_ATTED r FG EG EXISTING EDGE OF GRAVEL
1 8, PO SI AI N .ti',g��biSS
/ - .'RC S 7504I 15048
p 27 gy4� I I I I Ev Ev EXISTING EDGE OF PAVEMENT
mg 1 '
EXISTING FENCE
F/O EXISTING FIBER OPTICS
\
EXISTING GAS
\\ sZxl sl / r - / S ,� 30 6 j _ I - iRR EXISTING GRAVITY IRRIGATION
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ssr / - -\�` / S / R So W 8W 5F _ I BE.CHOLLA HILLS ST. -IT-IT EXISTING JOINT TRENCH
/
R-8 J \y+ 1 ga 5
U m N V\r .3 / Y O�' OHF EXISTING OVERHEAD POWER
Q 25' W.C.
�_8 q11� vi vi EXISTING PRESSURE IRRIGATION
�� III �:sF 0 / / I -� l l: L l / e9 e- �yW CHOLLA HIL , -- --O E 4L --="�--- A\ EXISTING STORM
• e
ME
.�1 LS ST.
O L _ ___ \`Y l / i°sn sF ){G� e / 2-3
`J/ 5 J / // J / r_ _ _S ..•.eW / 8 eW -I 121 p I II EXISTING TELEPHONE
Q m O ,ss- ---�s2 - 1 a\N / /, QJ" / / �/ 1 _ 1 - lsnsu x I \ l /FO
" 1 � Oy, - / O l - - 1, l 1��� I I 1 �s°° � "-,..e SB EXISTING TELEPHONE&FIBER
sxm sl / ,slssu ,: / l , 1 111 j i° air LI sas 2 \ I.,v. N \ I TOE EXISTING TOE OF SLOPE
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/ )/^ \, i,F. m.... �!� y l l l 2 2� /gl 5-71 IIII 11111 'T 1�_ _ sss 'ri s,_I --_-� ---I 'll IN �1 TOB EXISTING TOP OF BANK
us xie sF
1 EXISTING UNDERGROUND POWER
1
III
PROPOSED SEWER
- i i I z CONTACT DIOLINE
w / / a :" F \- 1 1? s-4 1 I 11 3 _ I'_'. I
1 s - ( I I PROPOSED WATER
/ / � �,m�4bl I I I 48-F'KK1R3
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IF 1 1 I x --- r - L- - PROPOSED STORM DRAIN BEFORE DIGGING
I I
PROPOSED PRESSURE IRRIGATION 1-800-342-
�__ and PI PI 1585
/lr-�� ----1 ( III I11 I I/I -�-� � F mst� \ s Iy';� I\ I I IRR PROPOSED GRAVITY IRRIGATION
1 EP-I PROPOSED EDGE OF PAVEMENT
// / // \ EG EG PROPOSED EDGE OF GRAVEL
/ , t1l
ars• // sslslsF /
6\' / /// g• / / / / / 9-4 / / /// \ / / I� o \/ 2 �mi 6 2 IB-s R l�, Ili _ _____ _______PROPOSED SAWCUT Z
ire. _
KN
` / / 7 x\ / I - \\ ;4 Is� I PROPOSED DITCH CENTERLINE U O
// Ili l \ l l _ 2 I \I Q II J
/g /// \ m,_ \ �� Wi C ,/, / / / , \ ,// / -- --- 0- .- ^� - -'\ Ic II TDB PROPOSED TOP OF BANK
/ R-8 \ o �J 1j %r / // -'°su m I 2 E TOE -____ PROPOSED TOE OF SLOPE Q p D
l l 8 ° F / - `J - // /, \ l - Ili\ \I-� z 1 sF s Iz ^ I -PUID EASEMENT C) Z
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EXISTING TREE Y 9
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33�, / I1r2 ,/� '' �- �� } J <- /�� // r - 33.00" �', EXISTING LIGHT w W
�111PUII 4700 ROW EASE. -`XS -- „' ,/ \I/� //l �� �vW .,, /\ ///> 5 4 - III sy.s\\ \\\ \ / '�N DO 2
EXISTING MAILBOX 2i W
_ r'/
33.Oa TRC TO TRC �_ / V / sale F / // -- - \ 6 - - _ t__
_ �I 2 - IILU50016.50' 5.00' - / sII2600 EXISTING CONTWR DJW� / - �BQ7J PROPOSED CONTOUR Fzoo' z.6o' // / 3-z / / /, e W I -fI I ~ a2% 1 \ - s - l� \ -r6W\re�� GI \\\��\ \\J r15-E 1 • J II� ii 11 1.5% 2% S l � • f •
- .- a - - -� EXISTING SIGN z w
CONCRETE SIDEWALK PER ^"� CONCRETE SIDEWALK PER (g' / d° / / g S-2 / \ , /- \- 6• �.�-- - -\^ _ L ��I-1 32.0a FACE OF WALK OO EXISTING MANHOLE
ACHD STD.DWG.50.709 3"ROLLED CURB PER 3"ROLLED CURB PER ACHD STD.DWG.SD-709 =/ , `� / ss's sF //�/ ss s s /V\// /// - �" ; TO SECTION LIVE
ACHDSTDDWG.SD702 ACHD STD DWG.SD-702 Iyr ^ `-/ / �2 0\ ° / , �\` , J I�
Avs O / , g l \7��` B tii i (l EXISTING FIRE HYDRANT
33/47 Standard Local Street ^ / 07 ° /--- /�\\]-2 5 -- 1 M� PROPOSED FIRE HYDRANT p�Ss��sA�FN��yF
�4 �\ PROPOSED VALVE a 9
1 U ll
°� / x - s
PP.1 �� -- // es sF �' J \\ __� PROPOSED SAND AND GREASE TRAP 3
47.5 pIV
V LANDSCAPE BUFFER MEASURED FROM BUILD-OUT TBC PARR / // Fs //% r npdi \ \\ L� \\ CONCRETE CURB AND GUTTER
@k OT �~� /' l i l l / s - I IN \\ III 9o9TFOF\ cR'
? a 105 s k ERv�s
27.W COMMON LOT 43.50'HALF WIDTH ROW z /JC SU@p/,// CONCRETE
S / / J 141 / / / \ 2 i�` !�, I II j � S y`
32.00' 14'? DN NO m°, %/� l /� --v v.A III IRRIGATION BOX
w 23.50'BUILD-OUT TBC TO GL OII-21 / - I 1 1a CONCRETE SIDEWALK
0 2.Oa 10.Oa B.Sa 17.00'PAVEMENT R_8 424 p s /g/ I I-.„�s I� t fl •
a 31r 3jtiM' 4.00' '3.00' 6.00' EXIST NG m sxa 1pp/s \\/I�'>• _
PAVEMENT / , j7xr F S i
C t / _ Keyed Notes
CONCRETE SIDEWALK PER'..-��''
DN FOR LOCATIONS
O S N v\- it
ACHD STD.DWO.S0.708 '�- _�: _ 17 - o„7 1. REMOVE EXISTING STRUCTURE AND NG SEPTIC SYSTEM
IN
SEE PLAN FOR LOCATIONS - ase III
FUTURE BUILDdIlT Preliminary Plat 1a �- ill I IMPROVEMENTS.REMOVEALDI TRICTHICSHDEFT.
- �I ACCORDANCE WITH CENTRAL DISTRICT HEALTH DAN
CURB LOCATION STANDARDS,ABANDON EXISTING WELL IN ACCORDANCE WITH
N. Meridian Rd. Widening Z ( THE REMDAHOOVE
DEPAREXISTING
MENT OFSTRUCTURE.
WATER RESOURCES STANDARDS.
0 sO 12OFEET UNPLATTED ems, N \ III 2. REMOVE EXISTING STRUCTURE.
1 jll I 3. CENTRAL MAILBOX UNITS. N
PP.1 R-8 2g42' WII 4. NORTH SLOUGH WATER USER'S ASSOCIATION KNIGHT
I LATERAL TO BE PIPED. 4
Notes I NT OF 5. FCONCRETE MI CRO-PATHWAY. 3�
++ INNING
1. CURRENT ZONING:RUT;PROPOSED ZONING:R-8. a4
_6 2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF ISO
MERIDIAN SEWER SYSTEM. 1!
O 3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN B ¢"
WATER SYSTEM.
4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH Parcels Included Nu® - _ THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING a
®� ORDINANCES.
5726 N.MERIDIAN RD. a�
S. THIS PARCEL IS NOT LOCATED WITHIN A FEMA MAPPED FLOODPLAIN. MERIDIAN,ID 83646
PARCEL#1 PROJECT DETAILS =�
® LlXYy' 4 6. PUBLIC UTILITY,IRRIGATION,AND DRAINAGE EASEMENTS ARE AS TAN,S0426141990 EC.2 ACRES £g
FOLLOWS: TAN,R1.W.SEC.25 EXISTING ZONING: RUT
6.1. ALL COMMON LOTS ARE HEREBY DESIGNATED ASHAVING A N.MERIDIAN R PROPOSED ZONING: R-8
BLANKET EASEMENT FOR PUBLIC UTILITIES,IRRIGATION AND PARCEL#2 MERIDIAN,ID 83646 TOTAL ACERAGE WITH N.MERIDIAN RD.PRESCRIPTIVE ROW 607,273 SF I
®®® DRAINAGE. S042TAN, 420 SEC.25 ACRES 13.94 AC
o -e 6.2. ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A TAN,R1.W.SEC.25 °z
10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,
LOT SUMMARY OPEN SPACE COMMON LOT SUMMARY qualified (lualen
I ��FFF IRRIGATION,AND DRAINAGE,MEASURED FROM THE PROPERTY O RESIDENTIAL LOT SUMMARY Open Open a
LINE. Contacts TOTALSINGLE FAMILY DETACHED 54 LOTS Actual Actual Space Space Area
eFH� 6.3. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT LOT p DESCRIPTION AREA(SF) AREA(AC) Credit (SF) z z
EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND DRAINAGE. TE AMID DESPACIO,LLC J
RESIDENTIAL BUILDING LOT TOTAL 54 LOTS 1-1 OPEN GRASSEY AREA 5,000 SF 10631 0.244 100% 10631
Q 6A. ALL REAR LOT LINES HAVE A 10-FOOT PERMANENT EASEMENT FOR CIO ERIC SCHECK d J�
PUBLIC UTILITIES,IRRIGATION,AND DRAINAGE. DEVELOPER 1020 N.HICKORY AVE.,SUITE 200 142 OPEN GRASSEY AREA>5,000 SF W/MICRO PATH 6306 0.195 300% 6306 a `�
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
IRRIGATION,AND DRAINAGE,IS DESIGNATED ADJACENT TO THE CELL:208.948.7012 COMMON LOTS 6 LOTS
O SUBDIVISION BOUNDARY. 5-3 OPEN GRASSEY AREA>5,000 SF W/MICRO PATH 19133 0.439 100% 19133
COMMON LOT TOTAL 6 LOTS Q m
n z Y 3
7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE ERICKSON CIVIL,INC. 1-4 OPEN GRASSEY AREA>5,000 SF 23307 0.530 300% 23107 'j
8 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 C
THE SOUTH SLOUGH WATER USER'S ASSOCIATION,ALL LOTS SHALL BE ENGINEER 6213 N.CLOVERDALE RD.STE 125 TOTAL AREA= 13.94 AC i 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 IDB2338
OFF:208.846.8955 W
8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS NET RESIDENTIAL BUILDING LOT DENSITY= 6.69 UNITS/AC DATE:2-1-24
B SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING TOTAL RESIDENTIAL BUILDING LOTS= 54 LOTS TOTAL PROJECT AREA 607273
REGULATIONS OF THE CITY OF MERIDIAN. LAND SOLUTIONS SF SHEET NUMBER:
I 10 CUNT HANSEN,P.L.S. MINIMUM LOT SIZE= 52SO SF
S. 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 J
OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNER'S LAND SURVEYOR MERIDIAN,ID 83642
iclnit Ma ASSOCIATION,OR ITS ASSIGNS. OFF:208.288.2040 BUILDING LOT AREA 351790 SF
10. DIRECT BUILDING LOT ACCESS TO N.MERIDIAN RD.IS PROHIBITED. COMMON LOT AREA= 95188 SF TOTAL QUALIFIED OPEN SPACE% 15.73%
Street Name Evaluation Response Sheet
Subdivision/Jurisdiction: Pebblebrook Sub/Meridian
Representatives: Comments
1 Ada County Assessor Approved As Reviewed
2 Ada County Sheriff No Response/Defer
3 ACHD No Response/Defer
4 Ada County Development Services Approved As Reviewed
5 Meridian Fire Approved As Reviewed
6 City of Meridian Approved As Reviewed
7 No Response/Defer
8 No Response/Defer
9 No Response/Defer
ADA COUNTY STREET NAME REVIEW
Preliminary Plat eX
Review Date: January 25, 2024 Final Plat
Project Name: Pebblebrook Sub T/R/S 4N 1W 25
Parcel Number(s): SO425141990&SO425142030
Project/Plat Applicant: Erickson Civil Inc Phone No: (208) 846-8955
City/County Agency: MERIDIAN
THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT
N MERIDIAN RD E CHOLLA HILLS ST N GARBO AVE
QJ
v
n > o
o �
v Ai o
Q c v
Proposed Street Names: U a o Ln m Comments
1 N BORGNINE AVE X
2 N GARBO AVE X
Doesn't align, Duplicate,Aligns with Cholla Hills, post type should
3 W SAN PEDRO DR B C be"Street"
4 W SEGUNDO ST C Doesn't align,too angled, needs a new name
5 W SEGUNDO CT C Doesn't align,too angled, needs a new name
ALTERNATIVE NAMES MUST GO THROUGH A SECOND ON
ALTERNATIVE NAMES THE PLAT REVIEW
1 CHAPLI N A Sounds like existing Chapin
2 WAYN E A Sounds like existing Swain
3 DEAN X Will need the proper post type and pre-directional if used
4 BRIDGES A Too close to existing Bridge and Bridger
KNOTTS X Will need the proper post type and pre-directional if used
5 GLEASON X Will need the proper post type and pre-directional if used
PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS
Please add reference street N MERIDIAN RD
Please add reference street E CHOLLA HILLS ST
Please add reference street N GARBO AVE TO THE TWO CONNECTIONS
Please replace W SAN PEDRO DR with W CHOLLA HILLS ST
Please replace W SEGUNDO CT with a NEW UNIQUE NAME
Please replace W SEGUNDO ST with a NEW UNIQUE NAME
NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and
resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be
presented to the Ada County Surveyor at time of recording.
Codes/criteria regarding denial
A Sounds like an existing street
B Alignment with existing street
Page 1 of 2
C Duplicate street name within Ada County
D Street name exceeds 13 letters
E Other
The overall final street names are subject to change at Final Plat phase levels
due to design changes, time constraints and or previous recorded plat street alignments.
Page 2 of 2
PRELIMINARY PLAT FOR PEBBLEBF20OK SLJBBIVISION 1U11-V119
24 , Legend
SITUATED IN SE a C)F THE NE ¢ OF SEGTIQN 2'S, T-4N, R."IW,
R� f B�ISE MERIDIAN, AUA C�IJNTY, IaAHa 25 30 0
PqP PwweFuuNHu,rw
A�(0 NT St1 r 2D24 ® Cu�EDPOHr nccw
L ' L &K is , ACS601 0A1 Na 24 $ FOUND SWRON PIN WITH PLASTIC GAP
14 y l2 R 6M1y d]S9 a I a / POUND 17 IRON PIN WITH PLASTIC CAP
,
s r z z D sE7,It ROrrPN WITI PL.1$TIC GrA
..c-- - e�i _ 1 ~I~ EXIS'IRGSEtlER
EXISTINBWATER
EXISTINGCABLE
I ,, -L 1 r �4 �/�T R-$ CE IT N - ... .... EYJSTINGCENTERUNE
1+ff ll I ' --� 8��f0�'a;; S�&t�l � UNPLATTEO
PC N0,
�+ _ -EC EC- EXISTINS EDGE OF GRAVEL
--��s7�+]' S 75046 �5C4g 27 1 w rr Ex18TING EOGEOF PALERENi
N\ lf1711 r7 rC f- ,��� 2.6 ��` +I , EXISTING WE
1 I ti ti L, + f 4 `` ! ---1 �^ � _ `- _ l J EXISTING FIBER OPTICS
p cv 1+7 1 }_ \ �• - 1 Y`-E- EXISTING GAS
-
S , �� EXIST INGGRAvmIRRIGATION
�� --✓ -''�_� + A9 - �aw '''..�_---_-- ��� M1 �- EYJSTINGJGRTTAENCH
4w 589'35`4O"E 4 25' W.C.' EXLSTINGOVERiEAOPOWER
2O 08 _ _ �- ExB INGPRESSURERRIGATION
2 V I-C14 girr t +1 1 r{ %-PEORODj-.---�_•�!— _ .EXISTING STGRM
�sls r �'v r `� n� 1: , 11 + r-- °' -_ ......--------, l EXIs,IRGTELE�E
Q Y es_____ 41 r 1 ! q .._ ,1 �+�� - ^�1� ma y., -_ _ k' ! r EYJ5DNGTELE ERRBER 1
�a O -- J I- L : w J - - fl! r
a ? i �. �r+ 1 �' !r 11 r 7 1 1 j I ? EXISTINGTOE OFSLOPE
�'- f l! �D - -'---- ;I - EXLSTING7OPOFR*K
v� i EwsTINcuNOEaGaaNO POWER
_ M r J `.,g• { �y ! r I r „„ I_, I I .ss— .. PROr�oSEwER
1 'erg +1 1 r I y - - - ! f� I•• I 1 CONTACT DCLJhE
' r 11R 1 1 rI r•_ YNI 7I! !+ f r{ 1 _ S- L-~ 1 _w w—PRCPWEO WATER
Y 4 r 8ry L Fw3 5_ !- w r r I n
rwPROPOSED YrORM DRAIN
ri `�'•L`ur ' 11 1 7 �, !r! Ir f I •,y_.�r-. �. $ , PI q FRGPDSED F'RESSIIRE RRGATKNI �• M12'"'1�'r!^ s r ++Ir-� _ -. L rl!! f7!! w, 6 '`�— I� '
r■ r'1 J �~ r1Jrr Irr �� �' �� '� I�rf rr�r� ��7 ��'- -`� L- �lf+L! 7lrrff of
l< 1 _u_v_x}��_q .E ` ".Ip"r.` - R I �I �I /R PROPOSED GRAVITY IRRIGATION
! 1!+ -� err iJ+C. I' r -EP 0,-PROP0110 EDGE GF PAVEMENT
, �7 f•_ �1 ,lA` Flurµ L �v____} f II -EG EG-PROPOSED EDGE OF GRAVEL
Jrr + r Ir +II y -� 111 J' 1
1 � , � `_ � �, I��� r I ---------------PAOPOBED SAwcuT
L ll I+ r r 11' ti r' ` Imo: }.. - _I z
:e s r r r ``� l� Ir� 1117' JJ�r Ira J' 7 �, - 1 Ir''�_ M I T t. i - �r d `,il a I. ' � r I I - - - - - -PROPOSED DITCH CEHTERUNE J N
Toe PROPOSED TOP OF BANK
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•- C-0 Ir r rr rll rr ; + r} q t gr,, -+ r Ii +I,' Ir�'�+ IF-L 11,i 1IEN.0 '' --- 1 -i 2^'i I' J TOE—PROPOSED TOE OF SLOPE 4 p
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1 ISO'llWD91'.WEBUFFHIFRA�MEOFROLI&1LD-0ULTBC "4PA Q� i + r� +'II �T �� S '� 1 I oaNcRETecurmnNoOrrmiR
z ' 6k 70,5 Nr SU6p I rr11! 11+,�1 If r 1 r - l r r r_S }1 r CONCRETE �k ,
�j 27M COMMON tOT FaWH U1WOTHROW- z pGs�¢��S N N 1 jr II+I7 "�y Ir + f r rr � 1 i I � �k ERW�
22 /J //!`� _ waIG.,TpN Box
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L 1+ _r`J Ir ' ,i.r i� Nc•r: Keyed Notes ' L
-
N l
CONCRETE SREwAIK PER - '- ` ' _ r I
+ S. REMOVE EXISTING STRUCTURE AND APPURTENANT SRE
SEE PUW FOR LOGTgN5 �FIINRE BUIO-IXfT Preliminary Plat $ x� ! I 11 4 1 IMPROVEMENTS.REMOVE EXISTING SEPTIC SYSTEM IN
V ACCORDANCE WITH CENTRAL D STRICT HEALTH CEPS.
CLR6LOCATILW + �'- I r •III STANDARDS.ASAN DON EXISTING WELL IN ACCORDANCE WITH
'•' I I THE IDA40 DEPARTMENT OF WATER RESOURCES STAN DARDS.
N. Meridian Rd. Widening �° -_l I j
FEFF UNPLATT__ i 2. REMOVE EXISTING STRUCTURE. f
CENTRAt
PP.1 R� ` ! 4. NORTH SLOUGH WATER USERS ASSOCIATION KMOHT W U 665
r a
25.k2' w.c.
LATERAL TO BE PIPED. 1
POINT OF 5. V CONCRETE MICRO•PATHWAY. 6
Notes BEGINNING 3E'y
® 1. CURRENT ZONING:RUT;PROPOSED ZONING:R-8,
2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF
MERIDIAN SEWER SYSTEM.
n 3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CRY OF MERIDIAN
u WATER SYSTEM. n
L 4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH Parcels Included 5
® - I THE APPLICABLE CITY OF MERIDIAN IONING AND BUILDING
ORDINANCES.
$715 N,MERIDIAN RD- Yy
_ S. THIS PARCEL IS HOT LOCATED WITHIN A FEMA MAPPED FLOODPLA IN. MERIDIAN,ID S1646
PARCEL#7 PROJECT DETAILS 8
�TT� 6. PUBLIC UTILITY,IRRIGATION,AND DRAINAGE EASEMENTS ARE AS SO426141990.4.01 ACRES ELL FOLLOWS: TAN,RI.W.SEC.25 EXISTING ZONING: RUT
6.1, ALL COMMON LOTS ARE R
HEREBY DESIGNATED AS HAVING A N.MERIDIAN D. PROPOSED ZONIN R G: -S
Y1-� ..• _ BLANKET EASEMENT FOR PUBLIC UTILITIES,IRRIGATION AND MERIDIAN.10836a6 TOTAL ACE RAGE WITH N.MERIDIAN RD.PRESCRIPTIVE ROW 60I,273 SF -
,Q, I DRAINAGE. PARCEL#2 $G425112030-8-735 ACRES pg
—- 6.2, ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A TAN,RL.W.SEC.25 13-91 RC+/-
TO-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITI E$, LOT SUMMARY OPEN SPACE/CO M M ON LOT SU MMARY Spa- g
qualified qualified
tT IRRIGATION.AND DRAINAGE,MEASURED FROM THE PROPERTY RESIDENTIAL LOT SUMMARY
LINE. Contacts TOTAL SIryGLE FAMILY DETACHED s4 LOTS Actual Actual Sp SpueRrea a
[[H]7` 6.3. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT
° L-�T EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND DRAINAGE. LOT I! DESCRIPTH)N AREA{SF}AREA SAC} Credit {SF}
CI ERI OESPE ClO,LLC A.......... -
RESIDENTIAL BUILDING LOT TOTAL 541OT5 1.- OPEN GRASSEY AREA a 5,0005E 10631 0.144 100% 6305 J
8.4. ALL REAR LOT LINES HAVE A TD-FOOT PER4AANEHT EASEMENT FOR C10 ERlC SCHECK d 91
PUBLIC UTILITIES,IRRIGATION,AND DRAINAGE. DEVELOPER 102e N,HICKORY AVE.,SUITE 2DD 142 OPEN GRASSEY AREA>5,000 SF W/MICRO PITH 6306 0.145 100% fi30fi
COMMON LOT SUMMARY _
_ 9.5. A TR_FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, MERIDIAN,iD 83642 ZZ-2 N.MERIDIAN RD.ENTRYWAY CORRIDOR BUFFER 284ZO 0.652 50% 14210
IRRIGATION,AND DRAINAGE,IS DESIGNATED ADJACENT TO THE CELL:2D6.948.7012 COMMON LOTS b LOTS �' m
SU BOIYISION BOUNDARY. 5.3 OPEN GRA55EY AREA 5,000 SF W/MICRO PATH 19133 0.439 100% 19133
®� �? COMMON LD7 TOTAL b LOTS Q
EPA �7 IL-•l-f 7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE ERICKSON CIVIL,INC- 9-4 OPEN GRASSEY AREA�5,000 SF 23157 0.509 100% 23107 3 -
�o' WITH IDAHO CODE 31.3805(1)I8}•THIS SUBDIVISION iS LOCATEO WITHIN ROSS ERIC KSON,P.E. DENSTY SUMMARY: &4 OPEN GWISSEY AREA S,WD SF 22157 0.509 10076 22157 C
�I�jlf THE SOUTH SLOUGH WATER USER'S ASSOCIATION,ALL LOTS SHALL BE ENGINEER 6213 N.CLOVERDALE RD.STE 125 TOTAL AREA= 13.94 AC C roa Nummp
®® - SUSJ ECT TO THE ASSESSMENTS OF SAID ASSOCIATION. BOISE,ID 113705 GROSS RESIDENTIAL BUILDING LOT DENSITY= 1,87 VNITSJAC TOTAL 109754 2.510 95544 W i Qg2338
8. BU I LDING S ETBACK$AND DIME NSIONAL STAN DARDS WITHIN THIS OFF:208.846.8955 NET RESI DENTIAL SUI LDI NO LOT DENSITY= 6,69 VNITSr'AC
�•I� SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APP LICABLE ZONING IL
IEN� - - LAND SOLUTIONS TOTAL UM LOT sin BUILDING LOTS 54 LOTS TOTAL PR DIEC7 AREA 607273 SF SHEET M+MBER
REGULATIONS OF SHE CRY OF MERIDIAN. R
1 CLINT HANSEN,p.l,-S. MINIMUM LOT 512E= 5250 SF
t4 MR 9. LOTS(L4311-i,14.2,22.2,5.3,1-d AND 8d ARE COMMON LOTS TO BE PROFESSIONAL 261 E.STH ST-STE A AOW AREA- 157295 SP TOTAL QUALIFIED OPEN SPACE PROVIDED 9S544 SF
Vicinity
�y�
OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNEWS LAND SURVEYOR MERIDIAN,I083642 PP.
r ici Ma ASSOCIATION,OR ITS A3 SIG NS. OFF:208236.2D4O BUILDING LOT AREA. 151790 5F
ID. DIRECT BUILDING LOT ACCESS TO N.MERIDIAN RD,IS PROHIBITED. COMMON LOT AREA• 981w SF TOTAL QUALI FIE OPEN SPACE% 15.73%
Street Name Evaluation Response Sheet
SubdivisionlJur►sd►Ct►on: Pebblebrook Sub/Meridian
Representatives: Comments
1 Ada County Assessor Approved As Reviewed
2 Ada County Sheriff No Response/Defer
3 ACHD No Response/Defer
4 Ada County Development Services Approved with Comments Wayne sounds like SWain
5 Meridian Fire Approved As Reviewed
6 City of Meridian No Response/Defer
7 No Response/Defer
8 No Response/Defer
9 No Response/Defer