HomeMy WebLinkAboutPreliminary Plat REVISIONS
Preliminary Plat For ; ,_ t :_ 1 01/18/22 Adjusted lot sizes,updated notes,
revised utilities
k 1 2 03/01/22 Added pathway along Creason
]Lennon Pointe subdivision Lateral.
3 03/23/22 Corrected dimensions of lots 14-18.
situate in Government Lot 4 Section 1 --- --vu. USTICKROADt� r Add addTl topo of side streets.
t 4 10/25/24 Updated applicant for resubmit due
Township 3 North, Range 1 West, Boise Meridian -� � - - to expiration of previous application.
City of Meridian Ada County, Idaho
2024 - i
0 20 40 ✓G
ee a 80 �• G � I'
SCALE: 1 =40 ---
PRO 1ON COPYRIGHT DATE
1
LEGEND 35 36 0 OT
Subdivision BoundaryLine "�► O�'jA 01/18/2022
w.
Of DRAWN BY
2 1 S88° 43' 02"E �2662.34' 36 LU r TC
Section Line
665.57' z .
- - - - - - - Lot Line 1 _J
Building setback Line I „ _ z PROJECT#
Centerline to GS020-06B
VNEr-
Fence ° K77
S88° 43' 02"E 573.51' ilsal�ao�N�r�i�aroxa+
EP EP EP EP Edge of PavementN45 3489 ACDH EASEM�NT#108119560 - O R W R � NOLLd�INfIY�IhIO��IHdF>'2IJ+
OHP oHP oRP oRP Overhead Utility 7757 S.F. /W F rJNINt1d'Id QN�"I+
AP AP AP Private Road Easement 1 q� ONF X t32IfIL03LIHN2Id 3dNDIS9a VEdfl+00�L L L L Landscape Easement ZON y'42gR v,
T101 -1
� F � l-, D - - - -Drip Line - 1 VICINITY MAP z
o�
1 SCALE: 1"=200'
Concrete I I d
I L.- 16' CERTIFICATE OF SURVEYOR as
i Building °
I M I, Ronald M. Hodge, do hereby certify that I am a Registered Land Surveyor Z
Flood Zone O I I I o; licensed by the State of Idaho and that this preliminary plat of Lennon Pointe,
Proposed Utilities 1 � I - - - - - I 16 was drawn from an actual survey made on the ground and accurately W
SS Sewer \ - - 62,600 S.F. O 40,916 S.F. represents the point platted thereon, W �o
ST ST Storm Drain \ - -- - I . - . - . -- ' 10,I I I A o
ti
W W Water 1 1
UGE UGE Power \. // 1
GAS GAS - Gas \ I I
I R R I R R Pressure Irrigation
N89°16'12"W 233.34' J 1.96' 1.10'
F-0 Communications � � .-, v / / R
R W R W
I i-- -- -- -- - • - . - • - . - . - . - ` N89016'12"W 79.71' o
L'I HMH
Found 3112"Brass Cap I I --..--I \ rn •
Monument in Asphalt, or as Noted I I I O I 179.03 �� - - "_ engineering
0 Found 2"Aluminum Cap I I I Ln
in Asphalt 1 I I o ` �n
I i r - ° N 680 S. Progress Ave#2B
• Found 518 Iron Pin 1 Ln I �5,288 S.F. / 5� N89 16 12 W 80.28
With Plastic Cap, as Noted I I j I 1 ,1,`b 1 qna ,1.50' R/W R/W R Meridian ID 83642
- - - - - - - - - - - - - - - - - - - - - - - � - - � - - - - 89 "W ' - „ ,
• Found 112"Iron Pin N t o 0 7 15 E 103.77 .1.20
295.43 I � 00 ti (208) 342-7957
with Plastic Cap, as Noted > 24. 3' 268.87' Sri n 103.77'
„ > I 95,288 S.F. � � 0 504 S.F. `'i rn o
O Found 518 Iron Pin with M I ni 34 I m `� ( O 3384 S.F. - - - -
2 Aluminum Cap, PLS 11463 O m
I
I � „ I Ql 0 1 m
o i I -20.56' - - - - 105_94 - . I o 107.08'
O I I 7' 2862 S.F. 33 I o 0 1 0
O o I I h (m ,
ti M I NO 3072 S.F.4195 S.F. ,� 93.80 o0 1 c o6
L p 12 20 il12 3242S.F. 11 � I 11 LJ - - - - - - - - -
�� � - - - - - - - - - MF. Oo I I I O col '/�� 2862 S.F. 32 _T o o - - - - - - - - - o �p� LAND
O120.00 I Ln . - . �li� I f I M (�4 3072 S.F.
N
n I I 10 3360 S.F. 1 o� 108.00 M 9F 1 I _ ��"
Mo r 0 1 13 2916 S.F. o '
O P I F'R I I L 2862 S.F. 31 I oo I p 0-
0 8"c "
- . . - . . - - - - - - - - - M O I O � 10-15--2024 p
o - - - - - - - - _ I N � - 5 3072 S.F. m q Q�
I O9 3360 S.F. �100 10'r - - - - - - - - - 00 I c� O N oo �� lF OF �p
~I 00 I~ 14 2916 S.F. M - - - - - - - - - L� - - - - - - -N. �)
- - I 2862 S.F. 30 o - - - - - - - - Lin �� � M. N�
1 N O M O N)
O01
- 10, 3360 S.F. I O 3072 S.F. oo o)- - - - _8 I 2916 S.F. I N I Y N 0,
� I M
2862 S.F. 110' 1 _ �
I " L _ _ _ _ _ _ _ - J _ T*
P PR I - - - - - - - - - 29 M . N nQ'1 3072S.F. I o - BASIS OF BEARING
T
( 10, 4080 S.F. I o I - - - - - - - - - °N° 1 "' O U I o"o O The basis of bearing for this survey was established by GPS techniques,
0 7 I ^ 16 2916S.F. c� 00 I� ii _ _ _ _
o O I m I O N u 0 projected to the Idaho State Plane coordinate system, NAD 83 datum, West
-14J 1 2862 S.F. 28 MI - - - - - - - - N zone. All bearings shown are on grid azimuth and all distances shown are at
\ 120.00" Cn I - - • - - - I N 0 10, ground. Refer to the drawing for the specific line and monuments used.
PROJECT ADDRESS \ I - 17 - Io , jI MO -3072 S.F.2916 S.F. -
ap
M w 2862 S.F.1515 W. Ustick Road, Meridian, ID 83646 o °
- - - - - - - o - - -
_ o _
DEVELOPER ` \ o r _ _ _ _ _ _ _ _ _ `� I O 3072 S.F. ttt� I BENCHMARK (NAVD 88)
a 6.97 01 2916 S.F. M T1 00 I``' oo The reference benchmark for this surveyis the National CORS Network
Centerstone Capital. LLC z I \ � i N
88 S. Crestview Ave o \ `" I - 23 O I o u - - - - - - - - elevation brought to site via static GPS observations and processed using the
\ I 2862 S.F. 26 MI
10,941 S.F I - . r; - - - - - m National Geodetic survey "opus" utility and post processing software.
Eagle, ID 83616 LU \\ \ �• 1 - - I `" o W o
Tyson Lane ' \ 6 ,�O �, o0 3348 S.F. 1 00 1 �' 10 3072 S.F. I.
602.752.1900 \ O - - - _
\ pGOf�C pF�C� �Q m 1 �19 9 ,288 S.F. 2862 S.F. 25 I Oo N I " Q
tlanehillcrest@gmail.com S89° 53' S6"W \� \ ����PS�� ' cG�� �F 1 108.00' O ``' I I - - • - - - -
J \ \ ��� �F _ _ _ _ _ _ _ _ _ _ 106.01'- - - "
APPLICANT/LANDSCAPE ARCHITECT 17.00' \ \ o o l - - - I 11 3072S.F.
\ \ �o�zooy 1 - - - - - - �, oo IM 00 I ' I
Rodney Evans+ Partners \ 9�oy�y. . 0 4452 S.F. 24 co LJ - - - - - - - - - LLJ
1450 W. Bannock Street \ O� pO • I 20 21 22 o O oo Zn Ff - - -1107.011- - - - NOTES
Boise, ID 83702 \ \ \ �/ I _ �; M N _ r0 �'�ti _ N M Z
Ben Semple, PLA, ASLA Ln \ \ 4 N I N M - - - - ^ "' N O 3072 S.F. 00 Z
208.340.5215 Lri \ \ I � N N N � - � � - 'ti M 12 1 N - - - - 1. This property falls in Zones 'AE' & 'X' of the Flood Insurance Rate Map No. 16001CO143J
ben@ reandpartners.com O5 I I• �_ '� N89°57'15"W 91.56' ^� with an effective date of June 19, 2020. O
0 � I _ O � /�
I 5'' 1116.84' - 2. This subdivision will receive irrigation water from the Nampa Meridian Irrigation nn �J J
ENGINEER M \ \ I I - 5ti �y ,-; District and the City of Meridian.The pressurized irrigation system system will be L�
I 29.00' 29.00' 29.00, N89° 7'15"W 57.22' �1' 9S F >1 `n maintained and operated by the Homeowners Association.
Western Consulting Group PLLC / 13
3527 S. Federal Way, Suite 103 O° \ I i O 3. Domestic and fire protection water shall be provided by City of Meridian. Z
Boise, ID 83705 0 I.
z \ 95,288 S.F. I
Kurt Norell I I pIS - - 4. Sanitary sewer collection shall be provided by the City of Meridian. O
208-860-8262 ll 53' - -
kurt.norell@wcgid.com \ 20 c �� I o - 0) 58.00' - - 5. Storm water run-off generated on this site shall have a quality control treatment prior z
\ REASON LATERAL \ I I / N 58.00 62.50 to being conveyed to onsite storage facilities. Z r n
SURVEYOR EASEMENT I �- 1 3' 00 lJ J
\I I 95,288 S.F. o 00 14 0 15 3'_j 16 r, 6. Landscaped common areas are located throughout the project and are identified on W L
HMH engineering \ \ I N 2726 S.F. 2726 S.F. I 2956 S.F. o� the landscape plan. These areas shall be owned and maintained by the Homeowners Y
_ _ _ 24.98 85.60 ►.62 I 23.50 23.50 Association. c�
680 S. Progress Avenue, Suite 2B S88°59'01"E 73.98' 157.11' 256.86' . - - 1=
Meridian, ID 83642 - - - O 0 100.00 47 0' `V 1.77' S8.C109.50' 58.00' 91.57'' 10. N
Ronald M. Hodge N88° 59' 01"W 590.78' 7_ 7. Lots 2, 3 & 32, Block 1 and Lots 14& 15, Block 2 are common lots and will be owned Q
208-342-7957 and maintained by the Home Owners Association. Lot 14, Block 2 is used as a common v J
rhodge@hmh-Ilc.com Lu
\ I driveway for Lots 16, 17 & 18, Block 2. ,n
LAND USE SUMMARY \ I I 8. The private road easement shown hereon will also serve as a utility easement. 0 >_
41 lots Single-Family/townhome \ 9. Direct lot access to N. Linder Road and W. Ustick Road is prohibited except for those �Q
01 lot Commercial
01 lot Multi-Family 18 units (2 buildings) \ \ access points provided by ACHD as shown on the approved site plan.
\ � ; PIZ-E Z
07 lots Common to HOA \ 9. Building setbacks and dimensional standards shall be in accordance with the City of
\ \ I I I :��i
8.802 acres Total Area Meridian standards in effect at the time of the subdivision. J 10. Contour and spot elevation data is referenced to NAVD88 Datum. 1 o f 2 L1J
ry
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REVISIONS
Preliminary Plat For 1 01/18/22 Adjusted lot sizes,updated notes,
revised utilities
]Lennon Pointe subdivision 2 03/01/22 Added pathway along Cresson
Lateral.
3 03/23/22 Corrected dimensions of lots 14-18.
Add v l topo of side streets.
4 10/25/24 Updated applicant for resubmit due
to expiration of previous application.
2024
SECTION CORNER EP
o zo 40 so —
3 1/2" BRASS CAP EP EP EP
SCALE: 1 "=40' CP&F No. 109109699 EP EP EP EP EP
PLS 2570 COPYRIGHT DATE
LEGEND 5291335 35 36 25�� IX> 25 of
• lXl �2 �S 1/4 CORNER 01/18/2022
Subdivision Boundary Line L 2' 1 �� CP&F BRoASS CAP
Section Line M 3 6 2017-120066 36 DRAWN BY
— - - - - - - Lot Line 0 M PLS TIC
Building setback Line 2570 SECTOR US TICK RD. 1 12087 1
BOX PROJECTp
Centerline o GS020-06B
Fence O ° ° ° d= d° ° c M d° °° c
° d ° ° ° a + ° LN�Y\i�JF�NF�Y�I.LO9f02Id+
—EP EP EP EP— Edge of Pavement � ACDH EASEM NT#108119560 ° ° s
p ° 5291 12" PVC INV - O NOL VOINf1Y\WOOOIH(IV'dD+
OHP OHP OHP OHP Overhead Utility CHISELED X ELEV.=2568.70' 12" PVC IN MA .NAIL PLS
LEV.=2570.71' SECT 60 ELEV.=2569.3 ELEV=R,571.52' M1NiMq ZONF 11118 AUL T
—AP—AP—AP— Private Road Easement BO �P ° \ \ O F I CS2 LLC. rJNINS�IF�i QN�"I+
L L L L Landscape Easement ° - C y �2IfLLO�LIH02IF��dF�OSQNF I
ODD � W. USTICK RD.
p h.OPLS �0� HEADGATE ELEV.=2. 10' I \ ?O�F '' L ?419D a
Drip Line � 5291 GRASS �P�� GRASS 36•, I I C NCRETE z o
Concrete w G SP/GOT ° I I I I I AVER F"
A' M
p RETAINING
5 7 � 24" O L- WALL a
Building { o S 12» I - 16' + +w
HEADGAT �
— Flood Zone 24 ° O I z o
Proposed Utilities �LLJ ��O 24" ° ° 60„ I I L . — . — • — 12" PVC /NV 16 cNn W W
SS Sewer L
\ ELEV.=2570.77'
ST ST Storm Drain a \ 21 ' ° O.° Q ` 10'I I O I 0-m Z
W W Water GATE i''� �� 48 10' --..—..----• :- -..-- O 1
I
UGE UGE Power
° 48
\ SPIGOT PUMP
GAS GAS Gas LiHOUSE�' , HOU E I I
rn
I R R I R R Pressure Irrigation \ \. / — 60
F-0 Communications ILL
1 \ DIRT ° HMH
Found 3 112"Brass Cap - --I I-I ; DECK \ P S w W W \i1/ W or,r�rr,00rrr�
Monument in Asphalt, or as Noted w COMM I E D
Found 2"Aluminum Cap M VAUL T ° T I I SF.
in Asphalt I — . — 1-7 W USTICK RD. CO SS SS SS ss
° I , \ �83.4�T S.
• Found 5/8 Iron Pin S.so2f AC. 680#2B S. Progrress Ave
With Plastic Cap, as Noted a - - - -GATE l — I O Meridian ID 83642
t - - - -`- - - - - - - - - - � - - - - � OV � �
S Ll LEV.= 74.86' ,
• Found 1/2"iron Pin w I 11 8 CS2 L.L.C. (12')INV. IN(W)=2562.21' (208) 342-7957
with Plastic Cap, as Noted W. PEBBLESTONE DR. (12')INV. IN(S)=2562.21'
O Found 5/8"Iron Pin with I I 34 I ( O - (12')INV. OUT(E)=2562.11' Cf)
2"Aluminum Cap, PLS 11463
ss Sanitary Sewer Manhole -20.56' I I I —
I »„ CONLEET.E lNV
Water Manhole w ° I — ELEV.=2569.47'. 7' _ O I Nc
M . I I M I I 3 AARON J. QUEEN
g L 3111 NW 13TH ST.Irrigation Control Valve 11 I < o HEADGATE - - - - - - - - - -
D4 Water Valve Ir2-
I I I I 00 12 11' 11- - - - - - - - - - 1�
T 70.44
T 1 RON �o F 32 M I - - - - - - - P� LAND
TR Communications Riser w J I ELEV. 1256 I I. — — �F f I I I M O4 ���� \ Tf G
Lite Pole o O I I 10 I 13
I C I . — —
s P -PR I L - - - - - - - - - J HEADGATE 31 i I a �i85 5� o
- L I �,� O5 KIRK DA VID STEVENS
I 9 10, 14 Zd7�569.11 - - - - - - - - - �1 - - - - - - I 3093 NW 13TH ST.
w o I I — I 30 _T - - - - - - oq� poM. N� �
I I I M O T/010' I 15 I I YwGA
" UCTURE - -
I 2" CONCRETE lN)10' I _
11 D
T R I - - - - - - - - - J - 29 EV.=2570-� 10'
w o-' � 10, y - - - - - - - - - � — - - - - - - - - - M
- � � 7 I EDER N. SANTANA
44
\ O I 16 - - - - - - - - - - EA , 1 3075 NW 13TH ST
A o I 14' 2 28 ih l L�1 - - -
o \ G — � - - - - - 10'
Z I I M 8 CRETI IV
° W \ 17 — . . — . . I E2570.7 - -
w N \ \ I I 1 '
w —
J
WI \ 6 - - - — - - - - - - - - 1 I
I a \ \ \ I I 18 - - 9- - - - - - - l i� O JOHN G. B/TLER
mill
o \\ '\\ M 23 26 T - - - - - _ _ - - 3055 NW 13TH ST.
N \ — — — —
w 0�
o
ILL P� ' � .1.10
2 Z\ \ F �� JORDAN LEACH
H� �O�O F -- - - - - - - - - I O 10 3039 NW 13TH ST. Lli
\\ \\ \ \ F - - - - - - - - - - IinLli .1
11
\ y����� 24 M u - - - - - - - - -
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\ O I 20 21 22 - - - - - - - -
\ �� O . • I 4 I �''� �� I � � N
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O
12 I z
� 5 I— M - - O
6
J 25 \ GRASS
O \ I \ \ BR/AN S. DE LA MOTTE
a- \ \ • — • — • — • — • — • — 13 3021 NW 13TH ST
LLJ
CONC ETE
CUL VE T \ 20 A� °
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z
w
CREASON LATE RAL I I �� o — — — — Z
o \ EASEMENT / IRON �lN GR S 25 9 3
ELEI(I256 i36' 14 15 3-yf 16 3003STEPHENW 13THYL OR
ST.
1O' \ A
TIE.
W.C. PLS U
—`� -
Q O OAP 111 o I' W.C. N
W m = ° + M + � — — D
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Ln
0
1/4 CORNER
3 1/2" \ 1 `n
BRASS CAP CONCRETE MRH HOMES INC.
CP&F No. 2 CULVERT \ \ CS2 LLC. MRH HOMES INC. I MRH HOMES INC. 1422 W. TUMBLE CREEK DR.
108044955 PLS a_ UNPLATTED v` W. TUMBLE CREEK DR. I 2987 N. ZION PARK AVE. 2984 N. Z/ON PARK AVE.
10561 = \ \ ss Q
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2 of 2
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