HomeMy WebLinkAboutPZ - Site Posting 5-4 AFFIDAVIT OF SIGN POSTING
STATE OF Idaho )
) ss:
County of Ada )
I, A Team Land Consultants LeAnna Arnold being
first duly sworn upon oath,depose and say:
In accordance with the City of Meridian public hearing process listed in CDC 11-5A-6, I
personally posted or attest that the subject property was properly posted on 4/17/2023
which is at least ten(10) days prior to the scheduled public hearing for Compass Pointe
Subdivision forthe preliminary plat annexation and rezone
I have submitted photograph(s) of the posting to the City, concurrent with this affidavit. The
sign(s)will be removed no later than three(3) days after the public hearing.
Dated this 17 th day of April 20 23.
Signa e
On this 17 th day of April 20 23 before me, the
undersigned, a Notary Public in and for said State,personally appeared A Team Land Consultants,
LeAnna Arnold known or identified to me to be the Company, Corporation or
Entity that executed the foregoing instrument or the person who executed the foregoing
instrument on behalf of said Company, Corporation or Entity, and acknowledged to me that such
Company, Corporation or Entity executed the same.
IN WITNESS WHEREOF, I have hereto set my hand and affixed my official seal the day
and year in this certificate written.
0�1�EAR 1�x'x. Notary Public for Idaho
S��NOTARYo(O Residing at Boise
PUBLIC My commission expires: 2/17/2027
_ Commission ft
_ 40017
My Commission
Expires
Feb 17.2027
47FOF1Of % '
Rev 0611812020
PRELIMINARY DEVELOPMENT FEATURES
PARCEL NO's: S1130110080
S1130110100
ADDRESSES: 3245 S. LOCUST RD.
lo MERIDIAN, ID 83642
UNRUH, STANLEY RAY 2° ro ZONING
R-8 /v / N '� RUT (EXISTING) 7.08 AC
R-8 (PROPOSED) 7.08 AC
PROPERTY SIZE: 7.08 AC
CO TOTAL LOTS: 28
JOHNSON, PATRICIA J I COMMON LOTS: 7
R-8 co ., SINGLE FAMILY: 21
CONNECT TO DENSITY 21 UNITS: 2.96 PER ACRE
EXIST. SEWER
FLOODWAY r- SITE DETAILS:
BOLLINGER, TORREY D / ZONE AE /
R 8 COMMON LANDSCAPE AREA: 3.69 AC
TEN MILE CREEK EASEMENT: 2.17 AC
SINGLE FAMILY AREA: 3.14 AC
PEMBERTON, �a I ROADWAY EASEMENT: 86 AC
�'&gyp TIMOTHY D JR R-8 \a PARKING REQUIREMENTS:
S _
�a PARKING SPACES: 13
DOG
HOLCOMB, IAN CENTERLINE /6o�a PARK SETBACKS:
R-8 TEN MILE CREEK roe / �a// \�o I FRONT: 20'
SIDE: 5'
BACK: 12'
BRENNAN FAMILY TRUST IRRIGATION /� j \
35°2 EASEMENT LINE roe �a /� \ 564015 SOFT I SITE AMENITIES:
R-8
I . N PATHWAYS, LANDSCAPE BUFFERS, GAZEBOS,
014�1" 5 \a / / PARK, PLAZAS, PICKLEBALL COURT& CLIMBING
� \ FIRE ACCESS ROCKS
14
EREBEE, CANDACE MARIE ��o / \ 5000SOFT \ / LEGEND
s�o
R 8 / `a \ ' \ / — — SITE BOUNDARY LINE
13 5000 SO FT / — — SECTION LINE
�° \ \ CIS
00 EXIST CENTER LINE
MARTINEZ-MEDINA, ELIAS � `a / \ 12 \ 'I-,' N iR , EXIST IRRIGATION LINE
R-8 G� / \a / / \ \ 5000 SO FT \ \ ✓ / / SS ; m - EDGE OF GRAVEL
`a / \ 11 / s� ® CD EXISIT OVERHEAD POWER
SCHWENKE, GLEN L ���� / 5000 SO FT /
R 8 �a 1--,' �� � I TOP TOP OF SLOPE
\a \ \ �O \ / / SS Ew EDGE OF WATER
BLOCK 10 / SS �I
� 50 �a / \ 5000sOFr � �� I � ss EXIST SANITARY SEWER
HAMEL CHAD M
R-8 1 / / / \a� \ ' \ ✓ ss s 4351SOFT I m w EXIST WATER LINE
94741 SO Fr /
9 � 99/ S`'/ a • SD SD EXIST STORM DRAIN
/ / \ 5000 SO FT \ / .
00
BIERLE JEAN M 50 \ \ CC o X X EXIST FENCE
� �
R-8 8 SS� 3 . . .
5611 SOFT I O . . . CENTERLINE DITCH/FLOW LINE
5000 SO FT / N
5o I TOP OF BANK
BLOCK2
`a �S� —
ZARATE, HELEN M TRUST � / � \ 7 � \ / � /_ .. ..5518SOF j EP EP EXIST EDGE OF PAVEMENT
I _
/ \ 5000 SO FT \ / S P� �`/ / cn
R-8 \ ' \ ✓ PP `� / N ,I o 100 2650�� MAJOR CONTOUR LINE
MINOR CONTOUR LINE
BAKEL, WILLIAM F / ` / 5000 SO FT / / I 5690 SO FT I I PROPOSED LOT LINE
R-8 / \ / sS i ® q
� ROW PROPOSED ROW LINE
/
S
5 / s 6 �a I 101 I — PROPOSED CENTER LINE
5000 SO FT \ 3004 SO FT _ I
LRP INVESTMENTS LLC 2 �`a�� \ ✓ ss v �� I - 5291 SO FT
SS PROPOSED SEWER LINE
R-8 / / T -� � I �• w
co-,o-, PROPOSED WATER LINE
\a 4 I GATED ENTRY / I ..
/ \ 5000 SO FT / ss BLOCK 3 :25683 SO FT_ I I 5 I
Pi PROPOSED PRESSURIZED IRRIG LINE
A.�' / \ \ ✓ I
JOHNSON, GREGORY B � �a / 'oo \ .. .. .. _
IRRIGATION EASEMENT LINE
R-8 / ss L 5 r + N
� 7529SOFT \ / , 55821SOFT I I ROW ROW DEDICATED ROW/NEW PROPERTY LINE
N 9 ✓ I _� +/ 3 102 1
u � � ,, _ / �6004 s4� �I o FND 2 IRON PIN (AS NOTED) EXIST GUARDRAIL
O FND 5"x24" IRON PIN (AS NOTED) EXIST CONIF TREE
ILY MURLO LLC 55 M���\ / SS/ \ 4 8
R-8 \ —
kP/ �/ 6015SOFT I f FND BRASS CAP (AS NOTED) EXIST DECID TREE
qOQ \ � R S ® SS SS SS S SS
6 / �� ms ir/ 8042SOF ® — —NAVIGATION WAY — M / ' FND ALUMINUM CAP (AS NOTED) EXIST CATCH BASIN
s� s w w w w w w ��i�
CALCULATED POINT SURF FLOW DIRECT.
y, 0 BLOCK 4 —�s-
/ 95 SI SS d 11
aal al y s, 214 — id id
M .6 Id Id Id -I PI PI pl pl pl pl _ • . �� EXIST POWER POLE PROP FIRE HYDRANT
I _ M Id Id Id Id Id Id Cn
N
E EXIST GUY ANCHOR S PROP STREET LIGHT
M �r
3 PI PI PI P11� PI PI PI PI PI A/ �r =T �r 54 54 22 [3 EXIST GAS METER PROP GAZEBO
7549 SO FT . . . . . . . . . . . . . . . . . . . . . 10
\_ _ - "— ■ EXIST GAS RISER u PROP PARKING
PI pl Id �� '
EIIIIIIIIIIIIIIIII 62
G
52 261 S 00'14'11"W 1070.48'
G EXIST GAS VALVE PROP PLAZA
ACCORDING TO NAMPA& MERIDIAN IRRIGATION DISTRICT, M S LOCUST GROVE RD BUS STOP VTR EXIST TELEPHONE RISER ® PROP PARK BENCH
ON JULY 24, 2019, THERE IS A TOTAL OF 100 FOOT
IRRIGATION EASEMENT, 50 FEET EACH SIDE OF CENTERLINE CONNECT INTO EXIST COMM MANHOLE sS PROP SS MANHOLE
OF TEN MILE CREEK. EXIST WATER LINE ss EXIST SAN SEWER MANHOLE QD CLIMBING ROCKS
NOTES: P EP EP EP P/L EP I D4 EXIST WATER VALVE ® SECURITY GATE
. . . . . . . . /L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
EP
1. MERIDIAN CITY SEWER AND WATER SERVICE WILL BE EXTENDED TO ALL LOTS. 29'-0" . . . . • • • • . . . . . . • ® EXIST IRRIGATION BOX PEDESTRIAN CROSSING
2. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, 12'-0" 12'-0" ��r� ��—��—� �t�—'�— " EXIST STORM DRAIN MANHOLE PICKLEBALL COURT
IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC OR 5'-� R/W — — R/W — — /W
PRIVATE STREET. 10'-6" 10'-6" \ a EXIST SIGN o MONUMENT SIGN
3. PRESSURE IRRIGATION WILL BE PROVIDED TO ALL LOTS. THE IRRIGATION ENTITY IS NAMPA EXIST FIRE HYDRANT
MERIDIAN IRRIGATION DISTRICT. SLOPE 1.75% ±.25% -- SLOPE 2.00% SLOPE 2.00% -
4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE PER ISPWC SD-709
CONCRETE W SURVEYOR COMPASS POINTE SUBDIVISION
STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. SIDEWALK(TYP)
5. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE AND SUBSURFACE 4" -3/4" MINUS 14" -6" DAVID EVANS&ASSOCIATES pRELIMINARr PLAT MAP
CRUSHED MINUS PIT STANDARD ROLLED OR 9179 W. BLACK EAGLE DRIVE
FACILITIES AS APPROVED BY THE CITY OF MERIDIAN. cRusHE4" MINUSD GRAVEL GRAVEL RUN 6"VERTICAL CURB & BOISE,ID 83709
6. A PORTION OF THE SUBJECT PROPERTY FALLS WITHIN THE FEMA 100 YEAR FLOOD HAZARD 2%"ASPHALT GUTTER (TYP.)AS PER S N NE%4 OF THE%4 OF SECTION30
(COMPACTION �AVEMENT PLANS (208)585-5858 TOWNSHIP 3 NORTH,RANGE 1 EAST OF THE BOISE MERIDIAN
ZONE AS SHOWN. REFERENCE FIRM PANEL 16001CO253 H, DATED FEBRUARY 19, 2003. REQUIRED)
7. OTHER THAN THE DRIVEWAY APPROVED, DIRECT LOT OR PARCEL ACCESS TO LOCUST MERIDIAN,ADA COUNTY,IDAHO
GROVE AND VICTORY ROAD SHALL BE PROHIBITED. 29' PRIVATE STREET E OWNER/DEVELOPER PLANNER / CONTACT
e A A SHEET 1 OF 1
8. LOT 1 & 2 BLOCK 1, LOT 1 & 2 BLOCK 2, LOT 4 & 6 BLOCK 3, LOT 1 BLOCK 4, ARE COMMON 0 40' 80° 1629BUTLERREALrrLLC S TEAMLANEVE LD IVI
SECTION 1629MAINST A-TEAM LAND CONSULTANTS DRAWN BY: CJ SHERLOCK
LOTS TO BE OWNED AND MAINTAINED BY THE COMPASS POINTE HOMEOWNERS REDWOOD CIfl, CA94063 1785WHISPERCOVEAVE. Land Development&Real Estate March 7, 2023
Services DATE:
NTS SCALE: 1" =40' FILE: CP-PRE PLAT.dwg
ASSOCIATION. BolsE /D 83709
208-871-7020
91 N OVA lft /
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