HomeMy WebLinkAboutS12784011< 9 9 Pu 117 IV
PLAT SHOWING NOTES:
1) Building setbacks and dimensional standards in this subdivision shall be in compliance
arO N M with the applicable zoning regulations of the City of Meridian at the time of submittal.
CREAMLINE PARK SUBDIVISION A V5 yj 4Q,
2)Any resubdivision of this plat shall comply with the applicable regulations in effect at
LOCATED IN THE WEST 1/2 OF THE SW 1/4 OF SECTION 12, the time of the resubdivision.
100 0 50 100 200 Q� 3 Maintenance of an irrigation or drainage pipe or ditch crossinga lot is the
T. 3 N . , RAW., W. , B. M . , 4zi ) responsibility of the lotownerunless such presponsibility is assumed by an
3 Irrigation/Drainage District. Irrigation water has been provided by Nampa Meridian
SCALE IN FEET MERIDIAN, AD A COUNTY, I D AH 0
Irrigation District, in compliance with Idaho Code Section 31-3805(b). Lots within this
�" 00' 2007 N ��� subdivision are entitled to irrigation water rights, and will be obligated for assessment
'o � �'� from Nampa Meridian Irrigation District. Nampa Meridian Irrigation District will own,
ROS NO. 2380 ROS NO. 2489 ROS N0. 4462 °'lK) 100 Q operate and maintainthe pressure irrigation system.
FOUND 5/8" NO CAP, UNPLATTED Z.ti��P
SET CAP Q 4) Cross access easement for mutual ingress and egress for the benefit of Lots 4 through
S00'32'36"W W.C. 30' Q' tv>J4 7 Block 1. Said easement is covered b a blanket drainage and public utility easement.
O-------------r------- ---r-- 14- 3 8�-------------- W. 30'__ __ _ PLS 4998 QQy Y 9 P Y
455.52 315.46 314.80' ��- --336 11r- 42 0 Lots 3-8 have a City of Meridian Sanitary Sewer and Water Easement, see sheet 2 for
� location.
50 APPROVED SHARED ACCESS
I I WITH PROPERTY TO EAST. I 5) Direct lot access to W. Franklin Road is restricted except for the approved access noted
(SEE NOTE 5) I 1 on Lot 10, Block 1. The approved access points noted on N. West 13th Place, shall be
60' WIDE 8-MILE LATERAL , for the benefit of Lots 1, 2 and 9, Block 1.
I OPERATION AND 10 Z MAINTENACE EASEMENT O I - 6) The bottom elevation of building footings shall be set at a minimum of 12» above the
1 I r7 20 J WIDE CITY OF MERIDIAN M I Z
00 SANITARY SEWER EASEMENT
BLOCK 1 N N Z 0 highest established normal ground water elevation.
I of 1 Q t--
N � w 00
7) This development recognizes Idaho Code Section 22-4503, Right to Farm Act, which
1 I I� 8' P-IRR w L11 ,� Lo states: "No Agricultural Operation or Appurtenance to it shall be or become a nuisance,
1 EASEMENT ` W NI I 0 o private or public, by any changed conditions in or about the surrounding Nonagricultural
100' w '- � I o = z Activities after the same has been in operation for more than One (1) year, when the
oo Q Operation was not a nuisance at the time the Operation began; Provided that the
W I w L16 L15 _ P P 9
6 to ao M in 8' P-IRR z 0 0 Provisions of this Section shall not apply whenever a nuisance results from the improper
^ ►� EASEMENT W.C. 30
r7 I 0 O o - - - S00'43'10"W ; J J z ,l, or negligent Operation of any Agricultural Operation or Appurtenance to it."
'oo 0M0J.
7 Co O I I
Tr- 333.00'- - - - a�o.� 0 n
0 I � I Z 8) Portions of Lots 1 and 3, Block 1, are servient to and contain the ACHD Storm Water
00 1* w v, �i Drainage System. These lots are encumbered b that certain Master Perpetual Storm
I�_-44-60' WIDE 8-MILE LATERAL 0 - ? Water Dr ins Easement recorded on June 1 2004 as Instrument No. 104068411
1 w OPERATION AND Wat Drainage ,
1 Z Q J Official Records of Ada County, and incorporated herein by this reference as if set forth
I
`iMAINTENANCE EASEMENT I 0 0 » »
►i I U, in full (The Master Easement"). The Master Easement and the Storm Water Drainage
` INST. N0. 107026899 I ;n o System are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master
ACCESS EASEMENT z o,'� I M Easement is for the Operation and Maintenance of the Storm Water Drainage System.
LLJp to 1 I (SEE NOTE 4) I w� Li I z O ` N
pf 1 20 CITY OF MERIDIAN cn I I I 9) This plat is subject to a development agreement recorded as Instrument Number
O cn
Q F- 0 I 8 P-IRR 25' LANDSCAPE I 107022431 of Ada County Records. ,1
SANITARY SEWER EASEMENT .i .
_ INST. # 7801838 , � C Z EASEMENT BUFFER
Q � +`� i 10 All lots are herebydesignated as havinga permanent easement for public utilities,
``' 0 " APPROVED ACCESS ) drainage and irrigation over the ten (10) feet adjacent to any public street and along
1 I � I ���- S00 4310 W C6 � 1•
U 0 �O C11 4 504.83 " L10 L6 ISEE NO 7 E 5 60 ` I ^ subdivision boundary. Lots 1, 2, 9 and 10, Block 1, are subject to an existing Idaho
�v -4 L8 S00 43 10 W 195.14 �`ti Power Company Easement along their south boundary. Easement width unspecified. See
QQ ,�i� I ,� / - - - - - - - - -15'- _ - - - - - - 5 �� 7 LO L5 275.31 108' --�{ Instrument Number's 302158 and 302173.
d a w co S00'4310 W 958.68' 15' S -
Z O \ 15 C3 ! S00' N'10"W N _ 450.00' _ _ Q (3 11) Lots 1, 2, 9, and 10, Block 1 have a 25 foot wide landscape buffer as required by the
ao:5 I - - - - - - - - - -15'- - - - - c2 N. WEST ;, 13th PLACE OZ N city of Meridian.
d N T-
Z v� \ o L7 S00'43'10"W 195.95' 9 L-9 L4 3 274.53 920 102' ` �,C N 12 Lot 5, Block 1 has a rivate drains a easement as shown, to be owned and maintained
to I C9 7 R � L21 3 Z W ) b the lot owners of ots 4, 5, 6, and 7, Block 1, or their assi ns, said drains a facilit1 S00'43'10"W C� APF'ROVED ACCESS L19 I �. Jm Y 9 9 Y
PRIVATE STORM DRAIN 505.24' N Tn FOR LOTS 1 & 2 L20 / I 1 N Y w is only for private access and easement drainage.
1 EASEMENT 0 L26 ISEE NOTE 5 / ZO
FOR LOTS 4-7 - J J- of N 13) Portions of Lots 5 and 6 lie within zone A of Flood Insurance Rate Map (FIRM) Map No.
L25 � � � STORM DRAIN EASEMENT
1 (SEE NOTE 12)
� 16001 CO231 H Revised February 19, 2003.
L214 00 R.M. 30' (SEE NOTE 8) 10000 �05 rn
I I STORM DRAIN EASEMENT R.M. 30'` Z 3Q ao
�. (SEE NOTE 8) I 01 I
I m 14) All lots are subject to the Declaration of Covenants, Conditions and Restrictions
25' ..( , 8' P-IRR o (CC&R's) provided for this subdivision. Instrument Number 107109644
EASEMENT BLOCK 1 0
1 I `
N v N I 1
W 25 LANDSCAPE ' LEGEND
60' WIDE 8-MILE LATERAL i
BUFFER
;� 0 I O O M OPERATION AND y I1 Subdivision Boundary
.� r7 co b MAINTENANCE EASEMENT ' W.C. 30.61' S00'43'10"W
.� 1 Section Line
ao M INST. N0. 107026899 �I - - - - - - - - Easement Line As Noted
I V I 10 ' ' \ 313.50' Z
cn r` 0 \ Z Easement Line As Noted
ACCESS EASEMENT FOR Z Street Centerline
8' P-IRR O - _
3 \ R.M. 30' THIS LOT WILL BE THROUGH I �
EASEMENT ` LOT 1, BLOCK 1, 1 W Lot Line
R.M. 30' \ \ I
la I \ 8' P-IRR OW O Lot Number
IU EASEMENT 2 M
^ I I'-- Found Brass cap or Aluminum cap
Z
w 8 P ENS \ f �� `� ' Set 5 8" x 30" Iron Pin
af 100'--� I \ w CL with Plastic Cap, PLS 4431
v I N 0 V) I Q Found 5/8" x 30" Iron Pin
N \ \ o Q 1 W with Plastic Cap, as noted
z 0 O \ ! Set 1 /2 x 24 Iron Pin
`* 455.50' 315.45 413.23' 1-250.3_2'- _ 42.00' with Plastic Cap, PLS 4431 cr 0
LLJ
W---------------------------------------------_-_----------4: 4431
a 0) M _ w N00'43'10"E 476.50' (NO'04'E 1477.4') ��� n - O ! p Found 1 /2" x 24" Iron Pin
v M 00 M o N a PLS 11118 with Plastic Ca as noted (P /t -7-07 O
,� o o ao HEPPERS ACRE SUBDIVISION 0 (3 -9
P•
D a Z° to v 3 3 UNPLATTED W ACHD storm drain easement O TN OF �QP
Q U (n �� (See note 8) �FRRY P��G
N rn
r--
Cn
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD DIRECTION
CHORD
C1
111.39
61.50
103°46'26"
S 09`3B'10" W
96.78
C2
16.19
61.50
15`04'46"
S 69`03'46" W
16.14
C3
15.15
61.50
14°07'01 "
S 83°39'40" W
1 5.1 1
C4
15.15
61.50
14°07'01 "
N 82° 13' 19" W
15.11
C5
16.19
61.50
15`04'46"
N 67°37'25" W
16.14
C6
1 1 1.39
61.50
103'46'26"
N 08* 1 1 '49" W
96.78
C7
64.93
750.00
04°57'37"
S 77°00'38" W
64.91
C8
137.11
750.00
10*28'29"
S 84`43'40" W
136.92
C9
14.44
15.00
55°09'00"
N 26°51'20" W
13.89
CIO
278.67
1 55.00
1 290° 18'01 "
N 89° 16' 50" W
62.86
C 1 1
14.44
15.00
55'09'00"
S 28° 17'41 " W
13.89
C12
202.04
750.00
15°26'05"
S 82°14'52" W
201.43
LINE TABLE
LINE
LENGTH
BEARING
L1
42.44
N45'43'53"E
L2
42.42
S44'16'07"E
L3
18.00
N89'16'50"W
L4
24.35
N00'43'10"E
L5
18.00
S89'16'50"E
L6
24.80
N00`43'10"E
L7
451.04
N00`43'10"E
L8
451.04
S00°43' 10"W
L9
37.18
N00°43'10"E
L10
35.99
SOO'43'10"W
L11
60.02
S00°51'29"W
L12
20.00
S89'15'27"E
L13
20.00
S00`44'33"W
L14
63.13
S89°15'24"E
L15
24.98
SOO'51'29"W
L16
15.00
S01 °29'07"W
L17
63.17
N89'1527"W
L18
9.55
N89*16'50"W
L19
93.17
N00°43'10"E
L20
13.00
S89°16'50"E
LINE TABLE
LINE
LENGTH
BEARING
L21
20.00
S00'43'10"W
L22
8.00
N89'16'50"W
L23
56.29
N89`57'55"E
L24
31.04
S00°00'52"W
L25
34.61
N89°59'08"W
L26
5.52
S22°30'24"E
L27
9.60
S67'29'36"W
NOO.-
'n ul-rj to r) ...................... ..... Survey/Dimension Line
ROS NO. 7194 N 5,0
D. TERRY PEUGH, PLS 4431
A Calculated PointIDAHO SURVEY GROUP
W.C. Witness Comer 1450 E. WATERTOWER STREET, STE. 150
R.M. Reference Monument MERIDIAN, ID 83642
tK P-IRR Pressure Irrigation
,��, G-IRR Gravity Irrigation Easement for
�•�'��Q the benefit of Nampa Meridiaon
N M Q 4�G Irrigation District
N !Y P
GQ 0Q� (358.27') Record Data
N. CINDER ROAD
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alley Engineering, Inc. -
CIVIL ENGINEERING I PLANNING I CADD
SHEET 1 OF 4 IRON EAGLE DR. TEL 2EAGLE,D 6AX08-03"516