PZ - Pre-plat XREF INDEX: A PRELIMINARY PLAT OF
CHINDEN BLVD.
4
V
SUMMER"' WOOD ESTATES SUBDIVISION �
REPLAT OF LOTS 6 & 7, BLOCK 2 BLACK CAT ESTATES NO. 2 PROJECT SITE 4X M
SECTION 2 7 T. 4 N. R. 1 W. B. M. w (SUMMERWOOD SUBDIVISION V M
O N
CITY OF MERIDIAN, ADA CO UNT Y, IDAHO o
m McMILLAN RD. M
w cn o
2017 o m 0
� � LL
U p
0 U
VIC81VZA SUBDI VISION NO. 6
S89°17'29"E 334.67' I I m a o N
(R1 335.15') 1 (NOT RECORDED S89 17 29 E 334.69
L- (R1 335.00') - "'
R/W RAW f---7-64' 81.50' 81.50' 81.50' 81.50' 81.50' -- - - -
N m N
50'-0" . .
1 USTICK RD.
36'-0" 1 1
5'-0" 18'-0" 18'-0" 5'-0" I 1
16'-0" 16'-0" BL OCK 7 I
I_ \ONAL F
SLOPE 0% SLOPE 0% 1� D 0 D 0 3 � 4 Q0I VICINITY MAP O���SG\ST
� O O �'00 O O O
I� � � °' S °' 6 °' 7 � D a' a� �
�I -NTS- 6 5
I 10,742.40 SF 9,765.43 SF 9,765.86 SF 9,766.30 SF 9,766.74 SF 9,767.17 SF 9,864.69 SF 10,786.72 SF
0.25 AC 0.22 AC 0.22 AC 0.22 AC 0.22 AC 0.22 AC AC 0.23 AC 0.25 1
12" STRIP OF NON-WOVEN I I I U'� 5/31/2017
GEOTEXTILE TYP. EACH SIDE (SEE I I I y7. Q�
SECTION FOR ADDITIONAL NON-WOVEN GEOTEXTILE WRAP TO I LEGEND 14, F OF
SURFACE AT BASE TRANSITION. (SEE 1 TT MUNG
INFORMATION) SECTION FOR ADDITIONAL INFORMATION) 1 I 89.68'- - 81.50' 81.50' 81.50' 81.50' 81.50' 82.40' 90.00'
REVERSE LIP CURB & PERCOLATION WINDOW I - - - - - - - - - - _
GUTTER (WHERE OCCURS) I I FOUND MONUMENT, AS NOTED
LOCAL STREET PAVER SECTION I _ N - _ W. WAPOOT ST. -- -- -- -- PARCEL BOUNDARY LINE
-NTS- I � - - - - - I
--- --- SECTION/ALIQUOT LINE
N 1
_ ----------- PROPERTY LINE
- - - 2,200.17 SF -
- - - - RIGHT OF WAY CENTERLINE
I - - -66_9 72.00- - - - - -�12.00' �$.A6'- - - I
1 'o 8 0.05 ACSE__CURVE TABLE 139,71' -
L 1 T859.99 S0.04 AC ( ) RECORD INFORMATION
CURVE # DELTA RADIUS LENGTH CH. BEARING CH. DIST. 1
124.99'
Cl 90'16'41" 45.58 71.82 N44'28'36"W 64.62 I I
(Cl) (90'13'00") (45.58) (71.76) (N45'07'30"W) (64.58) I DTq
o Oo o o 01
I°0 11,840.45 SF 00 1 2 3 o I 2 �r
C2 44'30'40" 45.58 35.41 S68'07'44"W 34.53 I 1 on O o D o D o 4 °'I 1 00 001
0.27 AC D 10,314.78 SF 2 �2 ") O �j 10,503.36 SF
(C2) (44'40'26") (45.58) (35.54) (S67'25'57"W) (34.64) I I 1 0.24 AC 9,360.12 SF 9,360.12 SF 10,455.80 SF > 0.24 AC Y
0.21 AC 0.21 AC 0.24 AC I Q 1 I Q
C3 44'50'38" 25.00 19.57 S68'17'43"W 19.07 1 139.74' 0
(C3) (44'53'26") (25.00) (19.59) (S67-32'17"W (19.09) 00 Q III J_ 124.99' 1 �
ro � [�� - I I =00 - - - - - - - - -
O w
Ld Lc)
O 1 I 80.00' 72.00' 72.00' 81.17' I O O N
1 o Oo 170.17' 1
O V) 135.00' z o0 _0 Z O cn
CO I� 11,180.41 SF - Q I I 1 000 O 00 O Z m
0.26 AC 9,999.29 SF I N 0
z o 0.23 AC 1 w 0
o I� �_ W z
N 139.77' Ln O
I N
Q p I I 100.232ACSF 25 25 124.99' O O
z I I BL OC/� 4 I " "
1 I 36' 1 - - - - - - N N
1-0
1 Lo l O v J M M
N 0 0 D 134.51' 71 10 0l � O
Q l0 D o o D o N Ow 0 w J
10 0 I 26,330.93 SF 0 0I w > Q
0 11,182.89 SF
� Z z w o w ~ � �
0.60 AC I 9,999.11 SF W z z Y O w o ~
w Z 0.26 AC O 0.23 AC I ; w Fn Q w a- c~n O m
= Lu of Q
139 '
� C1 .80 0O 10,727.63 SF I � Q J
4 � Q 0.25AC
o Q I 124.99' /
J >- U-� I BL OCK j -0 - 170.40' - - I 0
I Q W W I - - - - - I W
O
I W. MILANO ST.
z
D \ w (I)
_ I 19,939.71
AC SF IS 8� - - - LvLLJ7Fn.25'
- 56 6� SCALE
4.y� 20,738.16 SF I
Op 00 i O8.05 0.48 AC 50 0 25 50 100
J m U, BL OC/� 2 116.00 � FEET`� 25' 25 01 1 INCH = 50 FT.
00 N
r7 o D CD o D o 1 I 8 I
Q% 1 2 I 36 I O 7 1n 6 O
Q I 18,166.35 SF 11,620.55 SF co 0 co C, O O .0 1 NOTES:
0.42 AC ) FOR ADDITIONAL BOUNDARY INFORMATION, SEE RECORD OF SURVEY NO. 10221.
U I 0.27 AC ¢ n 13,604.15 SF n 21,058.87 SF 1 1
0 / �g �0 0.31 AC 0.48 AC I
to - �o f 2) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL HAVE A 10' UTILITY EASEMENT.
----------------------- --------------- -------------------- _ N I 3) ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN.
Q
t 1 4) ALL WATER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. U
L
94.35' IRRIGATION LATERAL EASEMENT I 5) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE AND SUBSURFACE FACILITIES AS-- -- --
Z
/ APPROVED BY THE CITY OF MERIDIAN AND ACHD. J
LLJG� --------------- - __ ___
(R1 285.72') - -------
----------------------
D A P H N E o � 6) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805 � z �
o _ _ _ CONCERNING IRRIGATION WATER. O X
STREET _ _ _ 88'�5_ _ _ 201.02' _ Z
_ _
a- a) N89°16'58"W 285.72' - -- -- 7) SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. LJJ - (�
uw (R1 289.80') 8) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY. Lu
Q
S89°16'54"E 289.63' 9) BLOCK 2 LOTS 1 & 8, BLOCK 3 LOTS 1 & 8, BLOCK 4 LOT 7; ARE COMMON LOTS TO BE OWNED > g ti
I \ i AND MAINTAINED BY THE H.O.A. W 0 z M
E o I \I I I 10)MINIMUM RESIDENTIAL HOUSE SIZE IS X,XXX SF. w _
I � r >_ m J �
Z
'� O
50' UNPLA TIED I PRELIMINARY PLAT DEVELOPMENT FEATURES 0
of Q Q
I I TOTAL ACRES....................................... 9.91 ACRES 7 W O
N TOTAL LOTS......................................... 31 � O
BLACK CAT ESTATES Lo
c�6 TOTAL OPEN SPACE............................ 0.80 ACRES
E 1 NO. I 1 1 N BUILDING LOTS..................................... 26 w
a co
I I I--- I I o DENSITY (GROSS)................................. 2.62 UNITS/Ac. J C 2
co
Lw I DENSITY (NET)..................................... 3.65 UNITS/Ac. G
z o0
N I I I EXISTING ZONING.................................. R-4 -r--
I (n I MINIMUM BUILDING LOT SIZE................ 9,360.12 Sq. Ft. Lu OO
6V
o i SW CORNER
SECTION 27 I I S1/4 CORNER m (� o
ON 27
3.5" BRASS CAP 1 I 5/8" of
SREBIAR w/ OWNER APPLICANT SURVEYOR
m CORNER RECORDMIKE
NO. 2015-079245 1 I PLASTIC CAP (ILLEGIBLE) BRIDGETOWERUNVESTMENTS, LLC. WHPACIFICGS W PACIFIOSTER, PLS, CFedS SHEET NUMBER
�� CORNER RECORD
L (R1 2654.30') (R3 2654.33 ) (R4 2653.95') (R5 2654.00 ) 2228 WEST PIAllA STREET 2141 W. AIRPORT WAY, STE 104 2141 W. AIRPORT WAY, STE 104
--- --- NO 2015-079244. MERIDIAN, ID 83646 BOISE, ID 83705 BOISE, ID 83705
--- --- --- --- _-- --- --- --- --- --- --- --- --- --- (208) 871-0642 (208) 342-5400 (208) 342-5400 ppi
N89'35'51"W 2653.94' (BASIS OF BEARING)
o �
McMILLAN ROAD
uu
XREF INDEX:
� V
I I I I I 11 \\ \
I I I VICENZA SUBDI VISION JV0.
V coLo
(NOT RECORDED) 11 \\ I Lo
N
co
06
1 \\ U) CD
CONNECT TO 1 \ _PIRR PIRR—
3 w 0
- - - - - - - - - ci
- - - - - - - - _ IRR _-�`-- _ PIR -- - -- PIRRL ERR I I SCALE � g
l` _ _ -- X —R _ PIRR I 50 0 25 50 100 CO-_ ao "t M
CONNECT TO l_ - - �— - - --- - �_' - - - - - -— _— - - - a N L
VICENZA PIRR LINE -\
I v \Z \ \ _ -� I �/ram\� I/ J 11 \�J` sor J I — \ 1 �\ i I ( FEET ) - °� o
� \ 1 BL QG`( \ \ I I 1 INCH = 50 FT. N m° oN
/ x
\ I I I I
0,— �6— O
LEGEND S\ONAL F
,� rl �''�� \ I J / x I /
I \� - 7
SSMH A-2 SSMH A-1 \ I EXISTING FENCE a�
\ " I STA. 2+60.70 / \ I 1 62
/ STA. 6+09.65
I 1— 4 - - \ I 1 - —I- - - _ _ - - - EXISTING EASEMENT N 5 31 201
g^ 8"W 8„W W EXIST. SSMH A-0 EXISTING EDGE OF PAVEMENT �9TF OF SOP
8 W 8 W 8 W 8"W I `I STA. 7+69.23 Wx WX EXISTING EDGE GRAVEL DRIVEWAY q�T M MUNG�
�� W. WAPOOT ST.
8"SS 8"SS 8" S �����SS / '18"S6— 8"SS 8"SS 10"SS 10"SS SSx— SSx
— EXISTING CONCRETE
w�< / - - • - - - - EXISTING BUILDING
1 � I
Qo x I I UGPx EXISTING UNDERGROUND POWER
l
\� ) ) =', \ 1 r - - - - - I I I UGTx EXISTING UNDERGROUND TELEPHONE
o —
— 1 —I I I
�j 1 I I I I I DITCH EXISTING DITCH
e, J I 1I \ o > III I I
`^/ J� 1 O 4 I Q� I x2 III I I I I —SSx SSx- EXISTING SANITARY SEWER
�I/ �l\ / \ \\ I LiJw v I (x v / \ «> 1 I I a Wx Wx EXISTING WATER LINE
J/ 1 `\\ / I L II I EXISTING CURB
Qcn \L �/ ,mil �\ - a W 0 I I I
� \� \Jl��j �/f �_ �, - / Z 11° "°"` - - - - - -m - - - - 1 i O EXISTING SEWER MANHOLE
— � 1
\ I 1 U) 1 L J I / _ o- # I 1 _ _ - - - - OW EXISTING WATER MANHOLE
Lu
Q 1� -IKK ` I o I III N I 1 EXISTING WATER VALVE Of
I \ C / � J r-___ l i Z `� I I I ® EXISTING WATER WELL �
INSTALL PROPOSED / �n /J / ^ J� `../ I / o 11 L 1 I I
IRRIGATION MANHOLE < ^ I i LQ C3 I ® EXISTING IRRIGATION SPRINKLER BOX cn
\ / _ I
Oxi � , Q I I 1 o m
- � ) ✓, �{ I 0 EXISTING IRRIGATION STAND PIPE cn
�1 C/ / I ( o 02 0 I I - - - - - - -Ql — I I w o
❑ _ / I cn i I I ® EXISTING STORM CATCH BASIN z
1 � EXISTING POWER POLE
� N � O Z 1 I ❑� EXISTING MAIILBOX � � � � CD CD
N N
�- II \\ \\\\ 0 U \ I 0 EXISTING SIGN
SSMH B 3 \ \
Z � 1� I \ \ �� STA. 2+31 .83 / \— - - - - - - - o 0 o 1 a
W - �� I PROPOSED LOT LINE z w w > o Q
I ° `� e I \ z z Y o w o F-
w - -
Ld //� BL Q W �\ / /� ° / \ PROPOSED STREET RIGHT-OF-WAY = w < _ a- Q ~p j
I� SSMH C— i / \\ 10"SS PROPOSED 10" SANITARY SEWER U Q J w
I� Q 8,s 8^W 8"w $„W / SSMH B-1
-0 p U Q I STA. 1 +70.37 W. MILANO ST. STA. 4+19.56 i / - — - - - - - - 8"SS PROPOSED 8" SANITARY SEWER Q
/ i
SS
/ Iss— I // 1 8"W PROPOSED 8" WATER LINE w
W IRR IRR PROPOSED GRAVITY IRRIGATION O
II
mO I I I I oW < 7 � 1t \\ / 1 z
1 I 1 I - \I \ - 1 / I - PIRR PROPOSED PRESSURE IRRIGATION ¢ Q
N m I 1 �� I �\ ��\ �� SSMH B-2 BL QCA( 2 \ /
I / / I PROPOSED CURB, GUTTER AND SIDEWALK U)
_ 1 I I I I i SSMH C— \ \ STA. 3+76.35 /
1 I I I PROPOSED FIRE HYDRANT
x I I I ` i I STA. 1 +00.00 / \
1 / �� i _ �z� 2 /// 1/ I \� \ / J I PROPOSED SEWER CLEANOUT
1 \ \ / L� ��--- --�\ �� / I I 77 ��� 6 - - - / i PROPOSED MANHOLE
LU)io I 4 E \ I �� / \ _ PROPOSED STREET LIGHT
ro - - - 1 INSTALL PROPOSED _ _ _
o - -_— - - - - - ^- - - PIRR i- - - - - - - - - - - - -
Q/ INSTALL PROPOSED 1 J IRRIGATION MANHOLE - _/� - - - - PIRR
•� IRRIGATION MANHOLE
- - - - ti I�REMOVE EXISTING
/ - - - - - - _ - - - - - __ __ R y IRR-_ - TRR_ IRR I __ I - I IRRIGATION MANHOLE
o
L — —
d3 �� d3�� dI — — d3 dD� d3— / CONNECT TO 1
3: 3 DAPHNE S_TREE_T SS CO B— /RR I
� � _ _ _ - - - - - - - /- VICENZA PIRR LINE
0 0 - - - - - - - - - STA. 1 +00.00 — _ — IR IRR IRR z J
/ EP EP EP EP EP EP EP Ep EP
Ld o EP Ep // / -� INSTALL PROPOSED I 1.NOTE:
& WATER SERVICE BY CITY OF MERIDIAN U
_ _ _ _ _ _ _ _ _ _ _ IRRIGATION MANHOLE I 2. PIRR SERVICE FROM VICENZA SUB. (SURFACE ~ z
~ \\ �/ / WATER PRIMARY, SUBSURFACE BACKUP) z O X
X / INSTALL PROPOSED W — U
Ld I \ m / / IRRIGATION MANHOLE �
o r I I J � L ti
w w
w z co
E I I I I UNPLA TTED I _I_ - - _ Cn m w 06
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N /
w = PP2
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uu
XREF INDEX:
SCALE 4
50 0 25 50 100
2550
2546.93
2546.93 RING EXISTING GROUND ALONG — SCALE HORIZONTAL: 1" = 50'
RING 1 �\ — \ PROPOSE — — — — — — — RIN48.74 2548 VERTICAL: 1" = 5'
\ i^ / - - - - - - - - - - - - - - Lo
2548.17 't Lo
RING o c�
Nt
2545 \ — �� I I a) co
06
2544 N
APPROXIMATE FINISHED I I x E
SURFACE I I Lo w o
II
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r`
a 00 "o
2540 2540 a 0 N L
II CONST. 156.7 LF 8" SDR � oo �
-35 PVC Pipe ® 0.60% I I cq m cj
II
QCONST. 345.0 I I 2536
2535 p 3�2 A/tiV �v \N N �6 LF 8., SDR-35 I I
p �ST�es�/,yi,/O�jT \N Q O PVC Pipe ® 1.54q
cno �J = r, r S�pNAL FN
II �o��s \STF
+ cn CONST. 155.6 LF 10" SDR-35 PVC Pipe ® 0.28% I I 2532
Qo
U) II +
ZQ � �, °�� 62
2530 O cn Z Q �� /NL (P 5/31/2017(
O � Q 0 2528 �q TF 0 F
Lo = N
cn M g m
co
2525 + co +
Z -2524
O Q U) II
Q
� w �LINE A " `
2520 2520
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
2550
EXISTING GROUND ALONG
PROPOSED SANITARY SEWER 2548.17 2548 Y
2545.17 2545.17 2545.17 — — — RING a
RING RING RING - - - - - - - - - - -
Lu
2545 - - - - - - - �\ — _ � - -
2544 Q
APPROXIMATE FINISHED z
SURFACE 0 m
2540 2540 w o
w z
ti ti
Q J CONST. 39.2 LF 10" CD CDSDR-35 PVC Pipe ® 0.28% 2536 2 w � M
2535 2
CONST. 129.8 LF 10" SDR-35 PVC Pie ® 0.28% 0 J
p CONST. 140.5 LF 10" SDR-35 PVC Pipe ® 0.28% LL Q o w
Z CONST. 316.0 LF 10" SDR-35 PVC Pipe ® 0.287. w Z Z U 0 o
off, � ls1 , ���ti � 3� 2532 c=n o o a < can
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U)
u
00
n 0
Q�
2550
0 \ 2546.93 2548
~ ° RING
3 2544.49 EXISTING GROUND ALONG / z co
2544.49 PROPOSED SANITA
j RING RING \,� _
2545 — - - - -
Li o — — — — — — - - - - - � '1 - - - — 2544 U) z
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j a- x \ APPROXIMATE FINISHED
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o 2540 CONST. 66.4 LF 8" SURFACE 2540 J : ti
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SDR-35 PVC Pipe ® 060% W z M
E oo CONST. 302.1 LF 8" SDR. -35 PVC Pipe 0.40%
CD �> L p
Ed- 04 ti�9, �� �/ z (n z o
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0 1 2535 = o ����1 = �T \N sl N W o Q
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co
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0
4-1
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LINE C
N -O
r)m 2525 2525 SHEET NUMBER
N � 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
w = PP3
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