HomeMy WebLinkAboutPreliminary Plat Revised Site Specific Condition #2b
Charlene Way
From:Ben <ben@reandpartners.com>
Sent:Wednesday, April 17, 2024 4:06 PM
To:Sonya Allen; Clerks Comment
Cc:Bill Parsons; Eric Scheck - Hayden Homes (escheck@hayden-homes.com); Matthew
Cooley; ross@ericksoncivil.com
Subject:RE: Pebblebrook Subdivision AZ PP H-2024-0005 Staff Report for Commission
Hearing on April 18th
Attachments:Pre-plat Rev001.pdf
External Sender - Please use caution with links or attachments.
Sonya,
Attached is the revised preliminary plat that addresses Site Specific Condition #2b. The lots along that portion of the
southern boundary have been brought into conformance with the max 2:1 ratio as conditioned. Please let me know if
you have any other questions regarding the preplat. I will be sending in a brief presentation tomorrow morning, but will
also bring it on a thumb drive, just in case.
Thanks!
Ben Semple, PLA, ASLA
Principal, Senior Landscape Architect
O: 208.514.3300
From: Sonya Allen <sallen@meridiancity.org>
Sent: Tuesday, April 16, 2024 3:29 PM
To: Clerks Comment <comment@meridiancity.org>
Cc: Ben <ben@reandpartners.com>; Bill Parsons <bparsons@meridiancity.org>
Subject: Pebblebrook Subdivision AZ PP H-2024-0005 Staff Report for Commission Hearing on April 18th
Attached is the staff report for Pebblebrook Subdivision. This item is scheduled to be on the Commission agenda on April
th
18. The public hearing will be held at City Hall, 33 E. Broadway Avenue, beginning at 6:00 pm. You may attend in person
or virtually via Zoom – the link/phone number to join the meeting is located at the top of the meeting agenda. Please
call or e-mail with any questions.
Please submit any written response you may have to the staff report to the City Clerk’s office
(comment@meridiancity.org) and me as soon as possible. If you have a presentation you’d like to present at the public
hearing, please send it to the City Clerk’s office no later than 12:00 pm the day of the hearing.
Thanks,
Sonya Allen | Associate Planner
City of Meridian | Community Development Department | Planning Division
33 E. Broadway Ave., Ste. 102, Meridian, Idaho 83642
Phone: 208-884-5533 | Direct/Fax: 208-489-0578
1
Built for Business, Designed for Living
All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law,
in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law.
2
Sc
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
s�i \ g N T SOg� z o 2 O 2 4 ® CALCUOLATED POINT PLASTIC CAP
K 1 VISION Y�"^ 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 '
24 RC _6P ___ i / z , z Q SET 1/2"IRON PIN WITH PLASTIC CAP
I _ \
- 14s.3?4 RS 6PI Q' ~ ~ -SS-SS- EXISTING SEWER
_
24 RC 6PI _-_ _ m0 1 I w w EXISTING WATER
\ 4 __ EXISTING CABLE
63.0' 6 24 co _ CABLE
I \ r�- 24 R�6PI G7 x 07
_ R"Z6' z-- R-8 � RUT N I - - - EXISTING CENTERLINE
_ 4 I o PI / _- Pq� I- W mrn
\ \ \\ 5-, , / �s !/ I MO NT
EXISTING DITCH
u \ s \\ 10788SF 4 ��o UNP�ATTED
_-_ gK 1 8 P gel VISI N Q EG F^ EXISTING EDGE OF GRAVEL
N v / 15482 SF \ \ I \ , I 3-1 o -_ _ OS 15 N 0' 2 7 J o
4-1 7007 SF _ 046 o Q I I ( I I EP Er EXISTING EDGE OF PAVEMENT
CD /� \ \ I I 7096 SF `\ R� ___ 15048 " w \ x EXISTING FENCE
_ 3C 6P/
6P ___ -' 3 \ EXISTING FIBER OPTICS
ON I SS \ \ \�/ \ I II \`\ 2-1 / 4-3 r ,.. _ 53%3'RC 6�1�0=_ _ EXISTING GAS
I \\\ \ J \ 5421 SF / N 5260 SF / 5 3o g I _- ° I - -F EXISTING GRAVITY IRRIGATION
R-8 _ ���� �. j aw RC s� -___-__ 1 E.CHOLLA HILLS ST. E
V h k5o �� g T T EXISTING JOINT TRENCH
m ---= r-----�8 \ cos.\�\\ l h l �� l - gw z9z3. .. _ 3 RC 6PI - ---------- o EXISTING
,. I � G OVERHEAD POWER
❑ � _ ��' \\� 8w 6PI .w.,_. S89°35'00"E 4 R' 25' W.C.
m I °_ ' 4�00' l 3-3 � � �s.z-, z973' o `°19z°z' 0.08 105.0' Pi Pi EXISTING PRESSURE IRRIGATION
5250 SF -
Z 6712 SF I ..'. G 3`30p� `\ \ / I , I d g 8�^�(O�
r EXISTING STORM
o CV 000� G� I h l /:. i\ I M - HILL$$ / L 1 1 \
�`' F l \ l / L �\ _ soa-.: s� -8W of j 121-2 j Io III j
1-1 ki II 1 T EXISTING TELEPHONE
__ � �✓ 10631 SF i
• ------ 16ti I p\� y / � / � _ J 50 p; - _ �5775 SF II I I /
- \ I I" I Ii 11 T/Fo EXISTING TELEPHONE&FIBER
2-3 5-3
5250 SF 19133 SF _ TOE
l \ I/ I I / �' _-_ _-_ \ - II cn 1 I EXISTING TOE OF SLOPE '
i .. Q �� \ LI I / / / _ 8j.:.. .`'-34.6".�, ...;33.8' .:o��':'_901-' .' 1015.0' - -J �\ I
I
4p \�I 5249 5� I r----J/ - 2 - roe EXISTING TOP OF BANK
2-4 � 1 � / I I /� I II-- _ - _� - I I -- / -- I . III I I
8-1 bV 6 ^:: ti,, / \ f- Jul �/l \\ j' 318 4 o j l� // I�� / j I I \I I I J 9-4 /� j (i o 2 I I'II i 1 I i I ssP s EXISTING UNDERGROUND POWER
� c
(/ 1 1 1 I/ 5664 SF I ::.. s PROPOSED SEWER
5588 F I 8 I l I I 2 X o m I I
5W S� \_ I = 5-a I ` l I \ I I \ I I III 1 I I CONTACT DIGLINE
o W 23107 SF t I I I / I o L_ --J F- I I w w PROPOSED WATER
�� \ z?s, o,� \\\ \\ to / . / // i / \\\J �I\\ I I I / s7s7 sF I 6-4 I I /I -I \�_ ------ - -- os.o_--- 1 1 I -HOURS
Sp PROPOSED STORM DRAIN sss7 sF I 7-4 I ,I I ----1os.o' __ 2 ° I BEFORE DIGGNG
I 9107 SF / s R 9p. \ l -_ J I l / I I sass s�j� ,- \ \ PI PI PROPOSED PRESSURE IRRIGATION 1-800-342-1585
l l\ w l / l l 1 1 j 5 1 _ 1s-2 .I A� I
/ _ 5250 SF" I IIII I I\
� 10-1 / / �30' _ �q$0 RI l i / i / _ � / I � � I �525o'�F _ \ I :•. II I I I IRR PROPOSED GRAVITY IRRIGATION
578e s / �/ l l so. ' I \ I III \- I
J 1 os.o=--�-_J I ... I 1
L._ I / ► J I 1 EP EP PROPOSED EDGE OF PAVEMENT
I I
19-4 EG EG PROPOSED EDGE OF GRAVEL
5249 SF I I
I I I 1 --------------
/ 18-2 I - PROPOSED SAWCUT
2S II
\ �8w / / 5418 IF / / , 50�• \ 11-4 W 2 5250 SF 8j� '" III I Z 1 I z
12-1 / / o /, / / / 17-4 / sd // l P ��\\\ 5250 SF z I I - - - - - - PROPOSED DITCH CENTERLINE U O_
6615 SF / / / l l S6 l / / / / 5588 IF / ' // / / / 7 / I I \\ I Z -- - \I �I III a N
\ / // / 20.00' L \ ---- TOB PROPOSED TOP OF BANK J
_ // / / 16-4 \/ / --- �r - --- I�1 I 1 >
/ / 6s1s sF / / / s7s7 sF / / / / KNIGHT 10so 0 r -� / w
R-8 o �' \ \' 8 w' l l' 15-4 ATERAL o I \\ \ ---- I I m 16� I I I TOE PROPOSED TOE OF SLOPE ^
/
_ 0 14-1 / _ J ` / / LEASE. I "- \\ _ I 0 0
/ � i � 5926 SF ' ' � Z o I ? 17-2- I -o li z I I I I PUID EASEMENT U m
/ \ / \ / N I 1 ---------------
/ 7114 SF Qa / / / / / \ \ 1 q? 4 1 s2so SF II Q U) Z
163p, 8w \ / / // \ / / 1a-4 Pn I \ 25 SF I ICI Q
o / I soss sF I \\ -47.00
_l_ I I i I I EXISTING TREE a Y
8w / / / 22157 SF I L--- \ --J 91 - G I :' III i c I LU O
s3o. l 33 / l I l l l � �630',..>: �S� J l// / - - os. 33.00' -� - - _ 1 1 ;o; EXISTING LIGHT O �
/ / / _/ / / I \\ I NI I Q
/ 71o5-SF / / I 5 4 I \ I m
10'PUID EASE. 47.00'ROW 10.00'PUID 4j00' l l '2s / l ' s3 �\ 8W l EXISTING MAILBOX W
B h / l 0'•; \ > O o I 13-4 \\ \ I I 5250 SF -' J ❑
EASE. ss.o. �� o / B / � / � � s3�. �� / / I Szso SF \ \ \ t`°° �' III I I I Q J
33.00'TRC TO TRC / 2-2 / / _/ \ \\\\ I\ DO
6615 SF / / / // 1 6 8l I I \ I ' �^ -J� -2 II /� 260 / EXISTING CONTOUR W pp
5.00' 16.50' 16.50' 5.00' \\ /V / / �� �3.0 o I \ os. I 6--
��
LU
2.00' 2.00' 3-2 / / / �^,o o I 05.0_ - _ _ 1 I 2 J a
u u u u \\ // / 6615 SF "83.,_.. \\ \ I / \ /I I 8�0�
(, ( PROPOSED CONTOUR
1.5/0 2/0 2/0 1.5/0 5 / / / TRAFFIC CALMING o l�IS+T \ I \ \ ~
3 l 4-2 8 _ \M, 15-2 - I I I I EXISTING SIGN v
BULB OUTS / - \ w 4p • I- w
J / / ssls SF / // \ \\ a \ 6044 SF 1 1 I I z
2ri
r r„ Q 7 d a / / °o g EXISTING MANHOLE
CONCRETE SIDEWALK PER CONCRETE SIDEWALK PER 0 // / / g_2 / / / W � _ III 32.00'FACE OF WALK o a
ACHD STD.DWG.SD-709 ACHD STD.DWG.SD-709 3 I \ �/ / / / 6615 SF / / // �� -__ _9s.a�-_- I I c TO SECTION LINE
3"ROLLED CURB PER 3"ROLLED CURB PER = / / / / V s3
w ,oe 63.0' / l .o' . gly J yi v EXISTING FIRE HYDRANT
ACHD STD DWG.SD-702 ACHD STD DWG.SD-702 .0 / / / '' 6-2
' / . 4 29� 6615SF
PROPOSED FIRE HYDRANT G�gTE
/ 630 ' `�_��� l'//l l j `\7-2 /l l/' i �\\ n 5 \\ I I I /1 FF
33/47 Standard Local Street _
1 \ �� / / / ssas sF / / III ��� \ \ � � \�14-2 PROPOSED VALVE �
4 1 1 o I 5 4 g a(h 63_06 SF \
PP.1 / �" \ //% \\ / 8-2 III / ("\\ II I 1 ® PROPOSED SAND AND GREASE TRAP 3
P \xB \\J -- / / 7945 SF I I / // O\ \ \ \� rn I O
4-17-24
47.50'LANDSCAPE BUFFER MEASURED FROM BUILD-OUT TBC / f I / L=> - \ 3 \ \ ! °I I CONCRETE CURB AND GUTTER Z
w / O(J s 6 �f / i s-2 / �� _ - - \ 4' I Nn \ Os T OP O
Z a B , NT � o sa7a SF // / Ih� � S_ •.�;I I , I III/ / \ 4 2 I CONCRETE
K ERG
z 27.00'COMMON LOT 43.50'HALF WIDTH ROW z J pG �/�//s, I I l j 10- I / / I I � I 1 I 1 1 °
32.00' z s / On/ a63\\\\ I I ' / ¢slsl F 'o/ I I I I I 10'CONCRETE SIDEWALK
w 23.50'BUILD OUT TBC TO CIL O / �23 / �O. 2/ J I / ' I I II 1--\ \ 1 o \; + I 1 IRRIGATION BOX e • ,
2.00' 10.00' 8.50' H �( �24 // 1 I I \ / / 11-2 I I I I I- C2 \ I I • •
R-V O \ / 6779 SF I I \ 11339 / 11 .• �• •
17.00'PAVEMENT I
0-1 LU 43.3, �O Jyl l �)// I I� 12-2 I J // _ \ 1 I I .° •
a 3:1 M 3. M 6.00' 11.00' -
�- 4.00' 3.00' 6.00' EXISTING � €T�III // I I /sasS�F I -/ 44.00' 11 1
TURF 63.0' J I I// \l % ROW 1 , .. .• .•
PAVEMENT ���
v r�r -9 Keyed Notes .. .. .. .
%�iFiw�.y • ��ir��i��i���i���i���ir��ir�� i i ire; ------ v
CONCRETE SIDEWALK PER �• I 1. REMOVE EXISTING STRUCTURE AND APPURTENANT SITE
DRAINAGE WINDOW _ y �I 11
ACHD STD.DWG.SD-709 SEE PLAN FOR LOCATIONS p IIII
Preliminary Plat ` i g l II I IMPROVEMENTS. REMOVE EXISTING SEPTIC SYSTEM IN •
3 I I :. III
FUTURE BUILD-OUT Y Sz \ '
J I;:•: I✓ ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPT.
CURB LOCATION 1\ I STANDARDS,ABANDON EXISTING WELL IN ACCORDANCE WITH
N. Meridian Rd. Widening 6° 12° 41
a II 1 o I THE IDAHO DEPARTMENT OF WATER RESOURCES STANDARDS.
FEET zga N I 2. REMOVE EXISTING STRUCTURE. w
2 a' h I I I I ,_
UNPE TTED I IIII 3. CENTRAL MAILBOX UNITS. o oU
PP.1 p-Q 26 42' wl II I III 1 1 4. NORTH SLOUGH WATER USER'S ASSOCIATION KNIGHT
R V
III I II � I I I LATERAL TO BE PIPED. ?=Q
o Notes INT OF 5. 5'CONCRETE MICRO-PATHWAY. o
o
INNING g
N�
1 b III �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 OFPz
MERIDIAN SEWER SYSTEM. 03
og
D
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
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 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 LOT# DESCRIPTION AREA(SF) AREA(AC) Credit (SF) Q
EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE. TE AMO DESPACIO, LLC
RESIDENTIAL BUILDING LOT TOTAL 54 LOTS 1-1 OPEN GRASSEY AREA > 5,000 SF 10631 0.244 100% 10631 ? ,
o 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 °}° o00 Of
q IRRIGATION AND DRAINAGE IS DESIGNATED ADJACENT TO THE CELL: 208.948.7012 COMMON LOTS 6 LOTS W , o � }
0 5-3 OPEN GRASSEY AREA > 5,000 SF W/ MICRO PATH 19133 0.439 100% 19133 Q � � 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 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 10B2338
OFF: 208.846.8955 W
8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS NET RESIDENTIAL BUILDING LOT DENSITY = 6.69 UNITS/AC DATE: 4-17-24
u SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING TOTAL RESIDENTIAL BUILDING LOTS = 54 LOTS TOTAL PROJECT AREA 607273 SF ii
REGULATIONS OF THE CITY OF MERIDIAN. LAND SOLUTIONS
SHEET NUMBER:
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% )