HomeMy WebLinkAboutLennon Pointe Subdivision_Preliminary Plat REVISIONS
Preliminary Plat For 1 01/18/22 Adjusted lot sizes,updated notes,
revised utilities
]Lennon Pointe Subdivision K 1 2 03/01/22 Added pathway along Cresson
-� Lateral.
3 03/23/22 Corrected dimensions of lots 14-18.
situate in Government Lot 4 Section 1 - - -vu. USTICKROA�t, - 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 - ~ - -
0 20 40 80 � G 1
SCALE: 1 "=40' �;�✓G ,_-- -
Q �R� ION • COPYRIGHT DATE
LEGEND 35 36 Q
Subdivision BoundaryLine p '�► O�'jA 01/18/2022
Ir DRAWN BY
2 1 S880 43' 02"E 2662.34' 36 LU '
Section Line ' r TC
- - - - - - - Lot Line 665.57 � .:_ ,
i Z
Building setback Line I _ 1 zY.
I, PROJECT p
Centerline I o f GS020-066
Fence O o , „ o
S88 T# 02 E 573.51 I ) _ .LN9Y 99VNVW IDXONd+
N45° 37' 35"E ACDH EASEM�NT#108119560 NOLLdDINfIY�IhIO3 DIHdF>'2IJ+
-EP EP EP EP Edge of Pavement _
OHP OHP OHP OHP Overhead Utility 48.99 7757 S.F. 0 R/W R/W F -
ti 2pN 9X1NNV'Id QNV I+
-AP-AP-AP- Private Road Easement f q� F�DO X ` , `•
L L L L Landscape Easement D y NJISdQ NF>'g2If1+
32IfLL03.LIH02It�3dF�OSQNF�'I
QN Z.Q v�
p O Z q
N
Drip Line T101 -1
= \ I VICINITY MAP z o
M
1 SCALE: 1"=200' F" °
M
P
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 f I iN I I o; licensed by the State of Idaho and that this preliminary plat of Lennon Pointe,
Proposed Utilities 1 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 \ - - - - .
UGE UGE Power \. /X
GAS GAS - Gas \ I I
I R R I R R Pressure Irrigation
N89°16'12"W 233.34' J 1.96' 1. 0'
F-0 Communications � � .-, v / / R
R W R W
. - . - - - • - . - . - ` N89016'12"W 79.71' o
LrI HMH
Ln
Found 3112"Brass Cap I I --..--I \ rn •
Monument in Asphalt, or as Noted I I I O I 179.03 ti� - - N - - engineering
0 Found 2"Aluminum Cap I I I o
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 J. R/W R/W R Meridian ID 83642
- - - - - - - - - - - - - - - - - - - - - - - 89 "W ' - „ ,
• Found 112"Iron Pin N 1 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 d 103.77'
95,288 S.F. 0 504 S.F. `i rn o
O Found 518 Iron Pin with M I ni 34 I m ( f 3384 S.F. - - - -
2 Aluminum Cap, PLS 11463 O m
I
I � ,, 1 Ql O 1 M
o i I -20.56' - - - - 105_94 I N 1 - . 107.08' . .
O I I 7' 2862 S.F. 33 1 0 o I o
O o I I h rbo
ti ih I N n O 3072 S.F. n
z I 1 O 11 4195 S.F. ,� _ 93.80 0o I c o6
mI c0 ML 12 - - - - - - - - - 20 N il12 3242S.F. 11 -4 � _ _ _ _ _ _ _ - -
('' � �� � - - - - - - - - -o I I I Ocol2862 S.F. 32 - - - - - - - - - p� LANDLn
120.00 I u . - . �li� I f r I ih O4 3072S.F. - - - - '\
N
w I I 10 3360S.F. 1 o� 108.00 M 9F - . . I I _
Mo r 00 O 1 13 2916 S.F. o '
p P I PR I I L 2862 S.F. 31 l 00 I _ O ° Y 8"2"4 0
i� o O
I I INo - r1i
mo 3072 S.F. oorn - - - - 06�10 - O OF
0 N
oo - - - - - - - �� M.S.F.4. ' 2862 S.F. - - - - - - - • �
N�
O8 I 15 Y0
10, 3360 S.F. 3072 S.F.
2916 S.F. r-4 0,
00 I M01
I N L - _
2862 S.F. 1 1�' 1 _
P PR I - - - - - - - - - 29 M . N 10'1 3072S.F. I o - BASIS OF BEARING
T U
( 10' 4080 S.F. I o I - - - - - - - - - I 1° 001 "' I oNo o The basis of bearing for this survey was established by GPS techniques,
0 7 I ^ 16 2916S.F. c0 o6 I� ii _ _ _ _ _ _ _ _
o O I m I T O N u 0 projected to the Idaho State Plane coordinate system, NAD 83 datum, West
-14J `" 1 2862 S.F. 28 �,I - - - - - - - - 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 0
2916 S.F. - - - ' I - ,� j M O 3072 S.F. 00 - - - -
1515 W. Ustick Road, Meridian, ID 83646 w \ \\ 6 L - 2862 S.F. 27 i 0o I °00 1 . . . - . . -
a - - - - - - - - _ o _
O - - - - - - - - N
DEVELOPER ` \ o r _ _ _ _ _ _ _ _ _ `� � I O 3072 S.F. ttt� I BENCHMARK (NAVD 88)
a 6.97 0 1 2916 S.F. M T1 06 I``' 00 The reference benchmark for this surveyis the National CORS Network
Centerstone Capital. LLC z I 18 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 M1
10,941 S.F I - . r; - - - - - m National Geodetic survey "opus" utility and post processing software.
Eagle, ID 83616 \� \ �• 1 - - I `" o W o
Tyson Lane ' O \ �o �,�0 �, 00 1 3348 S.F. I 00 3072 S.F. I. z
602.752.1900
\ C pF�C� �O I m U') 9 ,288 S.F. 2862 S.F. 25 I o N
tlanehillcrest@gmail.com S890 53' 56"W \� \ ����PS�� ' cG�� �F 1 108.00' O I I - - • - • - - I o
J \ \ ��� �F _ _ _ _ _ _ _ _ _ _ 106.01'- - - N
APPLICANT/LANDSCAPE ARCHITECT Of
17.00' \ \ o o l _ _ _ 1 11 3072S.F.
\ \ \ � o01<1 y l - - - - - - �i oo I� M1 O 000 I I
Rodney Evans+ Partners \ 9�oy�y. • 0 4452 S.F. 24 "' LJ - - - - - - - - - W
1450 W. Bannock Street \ O� p0• I 20 21 22 o O - - -1107.01'- - - - NOTES
Boise, ID 83702 \ \ \ �/ I _ Vi Ln N _ I- r, M�ti I - c14 ih Z
Ben Semple, PLA, ASLA Ln \ \ 4 N I N M - - - - 11 ^ "' N O 3072 S.F. 00 Z
208.340.5215 Lri \ \ I N N - �95rB� - 'L C Z� 12 I 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
o I 5'' 1116.84' o - 2. This subdivision will receive irrigation water from the Nampa Meridian Irrigation nn
ENGINEER M \ \ I I - 5ti Q) ,-; 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' 15 9S F >1 `n maintained and operated by the Homeowners Association.
Western Consulting Group PLLC / 13
3527 S. Federal Way, Suite 103 00 \ 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 �- I 3' 00 lJ J
\I I 95,288 S.F. o 00 14 0 15 3" 16 r, 6. Landscaped common areas are located throughout the project and are identified on W
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' . - -
Meridian, ID 83642 - - - O 0 100.00 47 0' `V 1.77' S8.C109.50' 58.00' 91.57'' 10. N
Ronald M. Hodge N880 59' 01"W 590.78' O - - - _ 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� >-
�\ \ I I I
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 of 2 L1J
ry
k\Projects\2020\0020-05 Western Consulting Genera Servrces\GS020-06B Lennon Ponte\CAD\1Pre-Plot\Lennon Pointe Prelimnory Piot.dwq
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 —
0 20 40 80 T DATE
3 1 SECTION
BRASS CAP EP EP EP
SCALE: 1 "=40' CP&F No. 109109699 EP EP EP EP EP
LEGEND PLS 3;35 36 2570 Q
5291 ,Z5�1 OJ.25 01/1COPYRIGH8/2022
�'Z �S 1/4 CORNER
Subdivision Boundary Line L 2' 1 �� CP&F BRASS CAP
Section Line M 3 6 2017-120066 36 DRAWN eV
— - - - - - - TICLot Line 0 "' PLS
Building setback Line 2570 SECTOR USTICK RD. 1 12087 1
BOX PROJECTp
Centerline o GS020-06B
Fence d° °° c
° EASEMENT
d ° ° ° a + ° ° LN�Y\i�JV�NV�Y�I LO�f02Id+
—EP EP EP EP— Edge of Pavement � ACDH EASEM NT#108119560 ° ° s
5291 12" PVC lNV � — O NOLLV�OINf1Y\iY�I000IHdV'2IJ+
OHP oHP oHP oHP Overhead Utility CHISELED X ELEV.=2568.70' 12" PVC IN MAG .NAIL PLS
LEV.=2570.71' SECT 60 ELEV.=2569.3 ELEV=R,571.52' M�NiMq _?0' 1111 g AUL T
—AP—AP—AP— Private Road Easement BO �P 0 \ \ O F X CS2 LLC. rJNDIS�IF�i QNV>"I+
L L L L Landscape Easement ° - C y 12IfUDF[1IHDNV F[dV�SQNV"I
ODD � W. USTICK RD.
p h.OPLS �0� HEADGATE ELEV.=2. 10 I \ ZONF '' L.. ?��� a N
Cn
5291 GRASS J� 1 W
Drip Line w �P GRASS 36•� I I I C NCRETE Z o
Concrete w G SPIGOT ° I I I I AVER F"
O' M
� p � I RETAINING �
5 7 � 24" O L— WALL a
Building { o S 12» I — 16' + +CO
°. � I HEADGAT �
Flood Zone 24 ° O I N
Proposed Utilities �p 24„ 0 I I — . — . — . �, J o t
LLJ0 60" — • — • — 12" PVC /NV 16' cn W W
SS Sewer L
\ 1I 110,
ELEV.=2570.77'
ST ST Storm Drain a \ 2`I o O a � I I � I �m z
W W Water \ :AT: i''� o �� 36 0 48" i --..—..----..— --.. .:--- - —..--—..—�
UGE UGE Power 10
w SPIGOT PUMP ° 48 \ I I 00
GAS GAS — Gas w \ HOU E HOUSE I I 0,
/ I �2
I R R I R R Pressure Irrigation \ \. / — 60" I I NO
F-0 Communications LJ \ \ — \DIRT J
1 \ I �u --..--..— J ° HMH
Found 3l/2"Brass Cap w — --I I—I ; DECK \ P S w W W \i1/ W ■ or,r,�r,00r�.-�
Monument in Asphalt, or as Noted w COMM I E P S —
Found 2"Aluminum Cap M VAUL T T I I SF.
in Asphalt I 1515 W. USTICK RD. CO SS SS SS ss
° I , \ �83.4�T S.
• Found 5/8 Iron Pin _�� I I I 8.802f AC. 680#2B S. Progrress Ave
With Plastic Cap, as Noted a — — — —GATE l — I O Meridian ID 83642
t — - - — - - - - - - - - - � - - - - � O S L/ LEV.= 74.86' ,
CD
• 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. lN(S)=2562.21'
O Found 5/8"Iron Pin with I I 34 I ( O — (12')INV. OUT(E)=2562.11' �
2"Aluminum Cap, PLS 11463
ss Sanitary Sewer Manhole -20.56' I I I —
w
»„ CONLEET.E INV 33
Water Manhole w ° I — ELEV.=2569.4�'. 7, _ O I Nc
M . I I AARON J. QUEEN
HEAD GATE 3111 NW 13TH ST.
g Irrigation Control Valve 11 I o — — — — — — — — — —
Lp
- - - - - —
M Water Valve I I I I I 00 12 11' ��2 11' - - - - - - - - - 11
T 70.44
1 2" RONr41 �o F 32 M I — — — — — — — P� LAND
TR Communications Riser w J I ELEV. t56 I I — — �F f I I I M O4 ��� \ Tf G
Lite Pole o O I I 10 I 13
� I I CO ' . I I . o
s P IPR IL-- - - - - - - HEADGATE 31 _ I � . a
— L I I F.� O5 KIRK DA V/D STEVENS A 15 2024
I 9 10,r l�"Zd7�C — — — — — — — N 3093 NW I3TH ST. 9TF �pQ
w =1 LIJi I I �If 14 LEV.=2569. co — - - - - - - n L� - - - - - - \ ��� D M. NCO
O 30
T p OF
I I i I I. � I H ��, I Z•0 O ?IGAT/0 - -
I 10' Og �� I 15 I I Y" UCTURE
2" CONCRETE P1, I _
11 D
T R I � - - - - - - - - - J — 29 EV.=2570 7' 10'
w o-' � 10, y - - - - - - - - - � — - - - - - - - - - M
— � � 7 I EDER N. SANTANA
• \ O I - - - - - - - - - - � � EA , 1 3075 NW 13TH ST
A o I 14' 28 M I L�1 — — -
o \ O — - - - - - 10,
Z I I M 8 CRET! IV
w ° W
w \ 17 — . . — . . I E�2570.7 — —
I 1 ' .
w —
J
IWI \ 6 - - - — - - - - - - - - 1 I a \ \ \ - - - - - - I�' O JOHN G. B/TLER
o \\ \\ M 23 26 3055 NW 13TH ST.
(D
N \ 6 — — - —
w 0� \ \ \ ' — I � — — m o
10 I.
P` O O \ \ 66 �'�� SA\. I. 19
52 `n
kP X, JORDAN LEACH Of
HL \ 0 \ — — — — — — — — — — I 10, 3039 NW 13TH ST.
— - - -LIJ
w
571
1 v
\ \ ��<0 �� ' 24 M - - - - - - - - - LJJ
w \ O� y� I 20 21 22 - - - - - - - - �,
Ocli
z
O 5 I— M — — O
� U—) - � � - - - - - - - - - _ O
6
J 25 \ GRASS
O \ I \ \ BR/AN S. DE LA MOTTE
LLJw
w \ \ • — • — • — • — • 13 3021 NW 13TH ST
w 0
CONC ETE
CUL VE T \ 20 A� o
z
CREASON LATERAL I I �� — — — — Z
o \ EASEMENT / IRON �lN GR S 25 9 3
ELEI(I256 L OR
i36' 14 . � 15 T-J 16 3003ENW 13THYST. w
1O' \ A PLS I I
� Y
TIE: w.C. — �� L _
a_ Q P 1l O OA CD I' W.C. N
w m = t M + Q - - Q
0 u
1/4 CORNER
L
3 1/2" \ /� ,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 w UNPLATTED v` W. TUMBLE CREEK DR. I 2987 N. ZION PARK AVE. 2984 N. ZION PARK AVE.
10561 = \ \ ss Q
T z
i PRE -
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I w
2 of 2
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