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00 6'
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INSTALL NEW TURN LANE ROW ROW CV
ADA COUNTY HIGHWAY DISTRICT 38'-0" o
o de 11 PROPOSED STIFF LEG BOX CULVERT. E
- - - --� _---7 I 2'-6" 33'-0" 2_6 m
m
Lo
-40
N
m Sao O S89'43'43"E 72
- s _ 5'-0" 8'- 16'-6" 16'-6" -0" 5'-0" S C o
o b Z
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14' Z ~
-6" 14'-6" r O o
0 1 PIR 401.7' BLOCK 1 1 n 1 BLOCK 2 ^1 J'� 3 �qX CUT <A1i4741'1
��j 0 80' 160'n PIR PIR S4OP SLOPE 2.00% -- Q Lw aSLOPE 2.00% �160.7' 60.0' 60.0' 60.0' 60.0' 62.0' 111.5' 30.1' .7O8968 SF 5 4 3 223 �;1 0 v T SCALE 1" = 80' z
160.8' O O O O FN O O \ r0p EXTEND BASE MATERIALS 2 1/2" OF 14777 " OF 6" CONCRETE SIDEWALK PER
0 0 o o v1 \ \ cy' 6" BEHIND CURB TYP ISPWC SD-709 (TYP) E. VICTORY ROAD J
O 135.8' 0 25.0' N o N o N o N o N M �� 4 �'� >�, ( ) ASPHALT PAVEMENT MINUS PIT RUN
o $ 0 6 N 07 cn Co 0 o O \ TEN MILE DRAIN EASEMENT 4" OF 3/4" MINUS STANDARD ROLLED CURB & GUTTER (SD-702)
r10 6790 SF Lf1 O � � � T' 0 \ NAMPA MERIDIAN IRRIGATION CRUSHED GRAVEL R " VERTICAL GUTTER - 1 LANDSCAPE (TYP)
I N w SF o- 0 6 ER CAL CURB & GU E (SD 70 )
135.8'
w 60.0' 60.0' 60.0' 62.0' 55.7' �� \ DISTRICT INST # 68006. TYPICAL AS PER PLANS J
J
rF
DLO 6790 SF w w s�9- a \ �\ 33' TYPICAL STREET SECTION Q
ASA
S 1ti1 5 \ \ 1 v
135.8' - SF 0 \ Scale: NOT TO SCALE
I o 10 � 107.1 i i i TEN MILE DRAIN s 1��� \ O�'f' \ \ E. AMITY ROAD
7112 SF a �� FLOODWAY LINE s
�j FLOOD ZONE A 6° �� z O U
0 5531 SF O o 1• O- o TEN FOOT ASPHALT PATHWAY o o
141.0' �I ENTRANCE SIGN O \ \ � o
111.0'
0 11 o BLOCK 3 NSF \ \\ PAL 46'-0" � w Q
Ln 7050 SF �6 rn
o 5550 SF O oo�I P�� L PROJECT SITE CD V
��' ti �°�- N \ 6'-0" 34'-0" 6'-0" o � U Q
141.0' 111.0' Q J� ��1 O p \
O 8 \ N N
0 12 7050 SF o N o b II P \/J� O �10 \ 17'-0" 17'-0" O
n0 r1 L 1' 5'-0' 5'-0" 1' W
0 5550 SF 4 0
141.0' Un r1 \il C1 �' \
111.0' 01) ,\o O 15'-0" 15'-0" E. LAKE HAZEL ROAD O
Q `� F TEN MILE DRAIN EASEMENT 3'1 M Q
�Ln 0 13 7050 SF O�`' �_ NAMPA MERIDIAN IRRIGATION S�OpEgX CUT g:1 MPX C LL
0 5550 SF O o 1� p DISTRICT INST # 68006. f- y S�opE - VICINITY MAP - W
STORM TECH CHAMBER �• SLOPE 2.00% SLOPE 2.00%
0 141.0' 0 111.0' �I DRAINFIELD s ?O- 1��p 10 -NTS-
Io 14 Lo 7050 SF p 1 ?' NSF \ SHOP lCC CUT
J 4" - 3 4" MINUS
m o 5550 SF O o I � 81d 1�0 ,gyp \ / 14" - PIT RUN
141.0' `1' 35.0' S0.0' 50.0' S0.0' 50.0' S0.0' 50.0' S0.0' 42.6'�2 '`�' O
CRUSHED GRAVEL CONCRETE SIDEWALK (TYP)
0 0 3i.0 �L PER ACHD SUP. 0
111.0' �'�• .�• � 11 2 1/2" ASPHALT
o 15 7050 SF � O o I O 10 11 12 13 14 15 16 17 0�0'� �' \ PAVEMENT STANDARD ROLLED CURB & GUTTER NOTES:
o 5550 SF O o O oO o O o O o O oO 1� 0 \` BOTH SIDES PER ACHD SUP.
141.0' cn m�� rn o o a; c"'� Cnn Ln (- c"n L ` 6? 1�� \ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. W
111.0' w 0 00 cn cn cn cn cn 0 0 O-
C N o 0 0 � 7: � � Q 12 \\ \O � 34' TYPICAL STREET SECTION �
16 7050 SF I �' cn � SF 2. SUBJECT PROPERTY FALLS WITHIN A PORTION OF ZONE A PER FEMA PANEL
PHASE 2 0 10 8 O 50.0' 50.0' 50.0' 50.0' 50.0' 50.0' �Oti \ , Scale: NOT TO SCALE 16001CO253H AND 16001CO265H. BASE FLOOD ELEVATIONS HAVE BEEN ESTABLISHED
0 5550 SF 0 0 1I 50.4' O
50.7 �� ���' AND SHOWN FOR THE TEN MILE DRAIN. DEVELOPER IS IN NEGOTIATIONS WITH ADA
I 141.0' PHASE 1 111.0' 50./ ?i O 3 COUNTY HIGHWAY DISTRICT FOR INSTALLATION OF NEW STIFF LEG BOX CULVERT
MIAo 17 7050 SF CD o o ME AS �� d \ \ ACROSS AMITY ROAD. BASE FLOOD ELEVATIONS WILL BE EVALUATED AFTER
M - S 51
5� 0 d \\ INSTALLATION OF NEW STIFF LEG BOX CULVERT.
141.0' 6?° �� \ 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET
LL1 o 0 50.0 S0.0' 50.0' S0.0' 50.0' S0.0' 51.2 SF 14 \ STANDARD STREET NOTES: LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY
00 6 18 7050 SF 0 50.5' Q�P�F \
,•�-> �,-,0 ,�, 50.8' � �, � \ � PUBLIC STREET. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT
ao 50.6' rn rn rn rn rn rn rn Q�p `� \ ALL TOP BACK OF CURB RADI AT INTERSECTIONS ARE 20.0' UNLESS OTHERWISE STATED. PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT
50.0' 50.0' o 0 0 0 o O N o O
p a, cv o 0 0 0 0 0 0 0 0 0 0 rn N rn N 6 1`O0 0 \ /L� LINE NOT ADJACENT TO A PUBLIC STREET.
7 141.0' m m �� \ ALL PEDESTRIAN RAMPS PER ISPWC SD-712H TYPE H3 UNLESS OTHERWISE CALLED OUT.
T O CD N OD O N N N N u) N (n N (n (n (n �- 15
0 o N o rn N �' �' �' �' �' T' T T' 15 O \ / 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE
o6 19 7050 SF 6 J v, � t cn 0000 �, °9 F ALL VALLEY GUTTERS PER ISPWC SD-708 UNLESS OTHERWISE CALLED OUT.
\ APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF
o �' o �1 `4 � ' O O O 10 11 12 13 14 ?P 1�5 THE BUILDING PERMIT.
141.0' BLOC 4 BLOCK 4 T °'� ALL CURB IS ROLLED CURB PER ISPWC SD-702 UNLESS OTHERWISE CALLED OUT. Q
1 2 3 4 5 6 50.0' 0' S0.0' 50.0' 50.0' 50.0' 50.0' 10 \ ``�� 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT.
O - - 16 6� ALL SIDEWALK IS PER ISPWC SD-709 UNLESS OTHERWISE CALLED OUT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENT BY NAMPA
OO
o0 20 7038 SF 45 21Id aid \ s�S MERIDIAN IRRIGATION DISTRICT.
50.0' S5.0' fR 50.0' 50.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' o �,
137.7 - STORM DRAIN �,��
21 121.0' 150.0' N 22 21 20 19 18 17 16 POND #2 `1 7 \\ j 6. STORM DRAINAGE SHALL BE RETAINED ON SITE CONTAINED WITHIN LOT 1 OF
BLOCK 3, LOT 15 BLOCK 4 AND LOT 29 BLOCK 4. PONDS TO BE ACHD APPROVED
4 0 0 _ 34 0 23 0 0 00 o Co 0 00 0 Co o 00 0 00 0 00 o LO� �F \Oj STORM DRAIN POND.
0 0 0 8470 SF O o O 10150 SF o cJn o o o � o o O \ Q
�,p I� n ^ N N N N V N v N v N ��
�O y� 7. LOT 6 BLOCK 1, LOT 24 BLOCK 4, LOT 9 BLOCK 6 SHALL CONTAIN A COMMON
LOT. THESE COMMON LOTS SHALL PROVIDE INGRESS AND EGRESS FOR LOTS 7, 8
121.0' 120.0' BLOCK 7 18 \ AND 9 OF BLOCK 1, LOTS 23 AND 25 OF BLOCK 4 AND LOTS 7 AND 8 OF
138.3' 58.4 70.0' 70.0' 70.0' 70.0' 70.0' 70.0'
M � � 24 95.6' SF \ BLOCK 6 ON A COMMON DRIVEWAY
I I
0o Y o o 8470 SF 33 0 25 8820 SF w w �Oti o \ \ 8. LOTS 1, 6 AND 21 BLOCK 1, LOTS 1, AND 8 BLOCK 2, LOT 1 OF BLOCK 3,
OO 9861 SF cp - o o - - w - ��� \ TEN MILE DRAIN LOTS 1, 15, 24 AND 29 OF BLOCK 4, LOTS 1 AND 9 OF BLOCK 5, LOTS 1, 9 W
V l _ m PHASE 1 BLOCK 4 `�v S S S 19 FLOODWAY LINE AND 20 OF BLOCK 6, LOTS 1, AND 11 OF BLOCK 7 ARE COMMON LOTS TO BE
141.0' PHASE 4 121.0' 125.7' OF FLOOD ZONE A ORNTDD ASSIGNS.
MAINTAINED BY THE WARRICK SUBDIVISION HOMEOWNER'S ASSOCIATION
62.0' 62.0' 62.0' 70.0' 70.0' 70.0' 70.0' 85.0' 46.4' �
o o0 8470 SF 32 0 26 9. LOT 8 BLOCK 2 AND LOT 11 BLOCK 7 INCLUDE THE TEN MILE DRAIN EASEMENT.
N I 0 O 9870 SF 0 ,� 8508 SF
00
_ _ m _ _ m _
°0 o c0 o V o N o J o v o j o 9 O
Q PHAS 3 N rn N M N o o N o N o N O N ?O•
co (n N N N (J1 \
v 141.0' 121.0' PHAS 4 121.0' � _n � �1 T „ T' �1 �1
°° A CD O O O O O O
4 9870 SF N 8470 SF 31 0 27 8470 SF o 1 2 BLOCK 5 d 4 5 - BLOCK 5 60.0= 80.0' �,�� \ ��oSF \ TEN FOOT ASPHALT PATHWAY PRELIMINARY DEVELOPMENT FEATURES:
� ^ O w
LJJ - 70 7 70.0' 70.0' 70.0' 70.0'
62.0' 62.0' 62.0 70.0 � �° 10
141.0, I 121.0' Co 121.0' 21 20 19 18 17 15 14 13 12 11 ?� °' �ti g EXISTING ZONING.................RUT/R1
r I F 0 \
0 28 8470 SF o 00 o 00 o Co ' `� PROPOSED ZONING..............R-4/R-8 z o
0 9870 SF o 0 8470 SF 30 0 co
_
O5 o o CO b 00 0 0 �n u N � N O N N o N O N m AREA...................................36.22 ACRES cv
N N N N °' v7 - v7 cn - cn O0 \ �° \0 TEN MILE DRAIN EASEMENT �_
M M N r1 N N7 � � �, �ti BUILDING LOTS....................125CD
121.0' cn cn �, v7� cn I
121.0' I „ ,, ° NAMPA MERIDIAN IRRIGATION `� 0-
O \ COMMON LOTS...
141.0' 10860 SF g 6 DISTRICT INST # 68006. 19 _00 M rn
70.1' 70.0' o' 70.0' 70.0' 54.8' S OVERALL GROSS DENSITY LOT/AC W N
29 0 70.8' s �nO z o I 00
s2.0' 62.0' 62.0' 70.2' o OVERALL AVERAGE LOT SIZE..... 7,985 SIF - o '
I o O 10150 SF M M- °o- ono �ti° 7 OVERALL NET DENSITY............... 5.46/AC z N CD ui Z �1 a
STORM DRAINA - - _F HICON ST -
\POND #3- w w o o - - • 71.1 R �5F \\ \ R-4 ACREAGE..................... 19.94 AC W ,,; '� oz o o
• s s 2 00 R-4 LOTS............................ 67 0 Y
140.5' H 70.0' 70.0' 70.0' 70.7 `b \ .� CD o
co 0 of
708' 70.3' o �. R-4 MIN.............................. 8,062 SF V � m
ss.o' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' 70.0' ��� ` R-4 AVERAGE..................... 9,039 SF
I OV 9373 SF � cDi � � � m N o m
o CD CD L4
9 o � o � o � o � w \ R-4 GROSS DENSITY.......... 3.36/AC w o
°° 25.0' N `° o o - o DI N N W R-4 NET DENSITY.............. 4.8/AC Q w W w
w O o O O O O O o o O O O M co O \ J
158.1' (n �, Cn �, � �; �; � � M � M � cp� �' R-8 ACREAGE..................... 16.28 AC o u o � o
BLOCK 6 38. O2 O3 04 _ 0 BLOCK 7 R-8 LOTS............................ 58
R-8 MINIMUM...................... 5,500 SF
I O 11294 SF 1° 11 12 13 14 15 16 17 18 19 20 33 70.0' 70.0' 70.0' m m 70.0' 70.0' ` O N A L
81d - 81d \ R-8 AVERAGE..................... 6,768 SF �5`'�o�sre F�
158.3' ,70.0' 70.0' 70.0' 70.0' 70.0' 70.0'
L_ 70.0 70.0 70.0' 70.0 1 BLOCK 7 -GIR GIR 41113 SF O R-8 GROSS DENSITY........... 3.56/AC
81d -330.00 a1d 8Id 81d I _��
N89'41'38"W 1682.41' - R-8 NET DENSITY............... 6.43/AC
SOUTHERN HIGHLANDS SUB IRRIGATION POND QUALIFIED OPEN SPACE..... 5.57 AC - 15.38% g 2
1/14/19
PLANNER DEVELOPER SURVEYOR
�OS.oK IN��\,P
IDAHO SURVEY GROUP
SCHULTZ DEVELOPMENT BERKELEY BUILDING CO GREG CARTER P.L.S. SHEET
MATT SCHULTZ, P.E. 2275 S EAGLE RD, SUITE #185 1450 E. WATERTOWER
P.O. BOX 1115 MERIDIAN, ID 83642 MERIDIAN, ID 83642
MERIDIAN, ID 83680 208-995-2885 C 1 ■ O
208-880-1695 208-846-8570