HomeMy WebLinkAboutPre-Plat 1-3 Updated W W W \A/ vv
P P EP P _EP 60 30 0 60 120 180
W. WALTMAN LANE - - - - - - - W. WALTMAN LANE PROPOSED BRIDGE CROSSING- -CE 1/16
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EP EP >SS EP �FP `kg FP FP t$ 1 -I P - P EP
- - -:70.'31
EP EOSCALE IN FEET- - - - - - - - o �18,618 sf ° 10 sf�3 °aaa0.43 Ac Ac \ s ° 1 - - - - - - - - -��. SITE DATA PROPOSED 10' SIDEWALK � 0 3,997 sf L1J O o
0 N SITE AREA 38.05 ACRES Iz w z
I PI I I I R -368 - IR N PIR \ \ o 0.09 Ac m g O
ti 50' 15 �G N ��$ SINGLE-FAMILY LOT AREA 10.35 ACRES (27.20%) � Q
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BLOCK 3 - - - - - - - - - - m - - - - 'G\ o \ \ PUMP STATION TOWNHOME LOT AREAS 2.83 ACRES (7.44% O o
25' 20' \ ��- MULTI-FAMILY LOT AREAS 12.19 ACRES (32.04%� Cf� L z
1 ° 14' MULTI-USE PATHWAY RIGHT-OF-WAY 5.09 ACRES (13.37%) o w g
1 0 2 �l 0 3 4 5 6 7 8 o rd
BUILDING \ '�\ o \2 \ 11J 0 o
_ AI \ m SHARED DRIVEWAYS 0.12 ACRES (0.32%)
6,601 sf 5,500 sf 5,500 sf 5,500 sf 5,501 sf 5,515 sf 5,515 sf 9 n �7 D I \ �n \ 6.39 sf PROPOSED COMMON LOT AREA 7.47 ACRES (19.63%) z �'
\1.39 Ac � � -� 1-84 MERIDIAN
8,069 sf �, I DEVELOPMENT (, TOTAL RESIDENTIAL LOTS: 128 Q
NOT A PART 4 I \ \ J ATTATCHED-TOWNHOMES: (ALLEY LOAD) 45 (35%)
60' 50' 50' 50' 50' 50' 50' LOCK 10 I \\ BUILDING \\� �� 35, WIDE-SINGLE FAMILY: (ALLEY LOAD) 16 (12%)
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w w w w 10, %�, - .1. o - M \ FLOOD ZONE 'A' 40 WIDE-SINGLE FAMILY: (FRONT LOAD) 29 (23%)
° - _ W BROWN TROUT DR. o - 1,67o Sf N 60' I 1 W W ow \ 50' WIDE-SINGLE FAMILY: (FRONT LOAD) 20 (16%)
ss< 55< Ss ---_ r------- 0- 0 60' WIDE-SINGLE FAMILY: (FRONT LOAD) 18 (14%) ci
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TOTAL MULTI-FAMILY LOTS: (280 UNITS) 2 1- o � o
35' 35' 35' 35' 35' 35' 35' s p - - - - - \ \ I 1 I UNP TIED z
107' \ \ Z w cn
12 I 0 w 0 TOTAL COMMON LOTS: 20 o 00
ao
>ss 25' T 4,200 sf 1 I p ��\ I COMMON AREAS-SINGLE FAMILY: 9 0 w g
\\\ cr_w -1 0 2 3 4-To e`5 6 7 8 6 9 105 1 1 CLUBHOUSE 2 v 1 I CENTRAL COMMON AREA: 1 _J o > 0 0
1 N N cn N N N N 4 ' ow I I I IJ '� SHARED DRIVEWAY: 3 > � o z
6,772 sf r� o 0 0 0 0\ o o eol
0 13 1 I a COMMON AREAS MULTI-FAMILY: 3 L1J w Q
104' 1 M o ��r e 4,182 Sf I I o o 1 o a i II TEN MILE CREEK: 2 Q w
® ® BLOCK 4 N 6 I ® I o I-84 BUFFERS 2 _J w
23,877 sf d ° 18' 35' 50' n o a 14 I t y p p p I �Li
I + = �
n 0.55 Ac - 3 \4,183 sf I BUILDING I Q I I TOTAL LOTS 150
15 2 ` o CN PUBLIC ALLEY o
s,259 sf co ° w ,- C PIR*-4 I B IIz I PROPOSED TOTAL DWELLING UNITS 408
/ L - - -1 18 35' 50' rOe I I
1-84 MERIDIAN
PIR p�R BL CK 58 m o 15 �� e I m I 1 m DEVELOPMENT
84' 50, OW > 4,183 sf I 1 I ® o o GROSS DENSITY:
2 1 2 3 4 5 6 7 8 9 a I PooL4 PA T 1~ SINGLE-FAMILY, 41 UNITS: (R-8 ZONE) 4.14 DU/ACRE
y y 1 y y , 1 y z I I I I ATTATCHED-TOWNHOMES & SINGLE FAMILY, 87 UNITS: 7.09 DU/ACRE U o
3 b d 4,438 sf n o cn cn cn cn cn cn cn o cn N Q T o
6,261 sf co �� lO1' Q `N, oD oD o> o) o= I oD Ln CD N n g 0 16 °e 1 2 1 3 sf , N I 1 I (R-15 ZONE) Q w o
o4 co co 0o co 0o ao co � 4,184 sf
0 % 47 ROW �, I I i aim 6.47 Ac ME � cn 1 z > �' o
,, ,,, n I I MULTI-FAMILY, 280 UNITS: (R-40 ZONE) 17.63 DU/ACRE N
° BUILDING °°
16 I 4,0 3 sf z °I ° I 20' MERIDIAN CITY OVERALL GROSS DENSITY: 10.72 DU/ACRE 0 Y 00 0 O o co (/7 >
'g m 0 17 I 3 L W I SEWER EASEMENT U "' o c�
o BLK 14 Y ` 35' 35' 35 35' 35 35' 35 4,185 sf o T AVERAGE LOT SIZE SINGLE-FAMILY) 5,431 SF o
vo 4 CD ¢ Y N m I I I AVERAGE LOT SIZE TOWNHOME) 2,739 SF Y N Q o
co 6,264 sf 4 U w w � w W I e° I C� o o`' )
°° 13 ° 4,024 sf o - - - -� W EIDER DR. - - 18 I m y 1 l EXISTING ZONE C-G LJJ m w
cx
m >ss >ss 4,185 sf
I y T I II I I PROPOSED ZONES R-8, R-15 & R-40 z z v
U) I I z N
17 5 5 w 40' 40' 40' 40' 40' 40' 40' I I °e \ I II I l� COMMON LOTS-SINGLE-FAMILY/TOWNHOME (R-8/R-15) 4.04 ACRES
I e
1-84 BUFFER 0.91 ACRES
6,266 sf ` El-
4,001 Sf o ® ® ® 4,186 sf I BUILDIN - I I 14' MULTI-USE PATHWAY WALTMAN LANE BUFFER 0.43 ACRES
I 2 3 4 5 6 7 8 I I 1 BUILDING D � N
104 0 6 N 1 o � � � � � � � � � I C Toe W 1 y - - _ UNPLAT, m r w
BUFFERS (W. RUDDY DR. & S. KEARNEY AVE.) 0.16 ACRES
3,909 sf °' °' °' co 20 I I I CENTRAL COMMON AMENITY AREA 1.70 ACRES o
�� a o o g g o m n o ti6o I a° 50 TENMILE CREEK w
86 N N N N m N N - 4,187 sf I I I o - - PEDESTRIAN MICRO-PATHS 0.17 ACRES D o w
18 g r, � -4 I o II NAMPA-MERIDIAN
I o o I POCKET PARK S. KEARNEY AVE. BUFFER 0.55 ACRES w w
3 Toe I o II IRRIGATION / m N
6,268 sf � 3
I 1 � BLO K 6 40° 4 'ROW o 21 I y 4 \ 1 I I I I EASEMENT 50' EACH COMMON DRIVES 0.12 ACRES z o = m
too' T SIDE OF CENTERLINE Q z o
1,492 sf / PIR PIR PI P 4,187 sf I III II COMMON LOTS - MULTI-FAMILY 3.43 ACRES Z o } Z
7 _ _ \ BLOCK10 2 zJ aw
10 FT. PATH a a 8 PIR - I T N 11 v, 1-84 BUFFER 0.51 ACRES � o J o
ECR - - - - - -10 FTLUK . PATH - I n WALTMAN LANE BUFFER 0.31 ACRES - U Z
w w I- - - - - - - � ( ) � � ow
° _ PEDESTRIAN 10 FT. PATH BY OTHERS - Z w
W. RUDDY DR. Ec W Im `D 0 0 10 FT. PATH 10 FT. PATH F 10 FT. PATH BRIDGE �" o o
L _ - - - - - - - - J o N �, WALTMAN LANE BUFFER/PUMP HOUSE 0.09 ACRES I o z o
RUDDY DR. 2Bo7� n
'ss< EGR I y P R P � � /°y I I m � TEN MILE CREEK/MULTI-USE PATHWAY 2.49 ACRES
P� v, o zmw
2 �� - - - - o o ,i I QUALIFIED OPEN SPACE (17.06%) w w z o
° 6.49 ACRES
59 1,483 sf a w 10,16 sf L ------------ -----J �88 81
L --_0.23 Ac--- o (15% REQ. QUALIFIED OPEN SPACE = 5.71 ACRES)
104' ;® - - - - - - - - - - - a 1 Q a -� SS >SS , e >SS o w 9°y
n 1 I I 74,017 sf o f 0 299 0 1 l 1-84 BUFFERS (50%) 0.71 ACRES
58 26�� I 1.70 Ac o 10 ' I1 0' °° II I WALTMAN LANE BUFFERS 0.74 ACRES a o
6,274 sf a I I � s m II W II I BUFFERS (W. RUDDY DR. & S. KEARNEY AVE.) 0.16 ACRES _� I
N - - / 3 I 1 N 1 CENTRAL COMMON AMENITY AREA 1.70 ACRES w N °°
105' J PIR n ti I v, I PEDESTRIAN MICRO-PATHS 0.17 ACRESQc)
00
w w I ® 5 ° I II 6 POCKET PARK/S. KEARNEY AVE. BUFFER 0.55 ACRES O o
® L ® 4,190 sf 6 IM
rn 57 125' 0 105' I BUILDING E 1j TEN MILE CREEK/MULTI-USE PATHWAY 2.46 ACRES x
W
2 6,277 sf 113
ss< \� a -PIR° m `" o 25 ^ ti6 BUILDING i1 i to I o V) oz
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e
° 1I SINGLE-FAMILY/TOWNHOME AMENITIES: MULTI-FAMILY AMENITIES: - 00
O 20' 9 3,299 sf M 4,191 sf
y 1 a'
Lo o o \� ° o IW I 1. PLAYGROUND 1. CLUBHOUSE AND POOL FACILITIES < z
1 3,414 sf M �� 1 3,307 sf 101' 20' 1 4,531 sf N °p I O Q
�i M o 100' o 0 100' N 10 2,406 sf N 100' eo n o 26 / GAZEBO 1 I ! z 2. HALF BASKETBALL COURT 2. PLAYGROUND WITH COVERED SITTING AREA O o a,
Y 56 o 0 0 o / I 1I Y I 3. PICKLEBALL COURT 3. CONNECTING PATHWAYS ca
�' BLK 16 �' 6,280 sf 3 2 2,400 sf � 2 2,400 sf 4- 100' �- 2 2,400 Sf �N e _ 4� Sf VN z III I 4. CENTRAL COMMON AREA WITH PATHWAYS 4. OPEN GRASS AREAS z w o
o N N N N 11 2,400 sf'T N `" o Toe y ICKLEBA OPEN to z l W "
m N 0 0 0 0 0 0 COURT n I w PROPOSED 5. CONNECTING PATHWAYS 5. MULTI-USE PATHWAY
Z 3 o o cRAssv I m z I 1-84 MERIDIAN 6. OPEN GRASS AREA 6. PLAZA SHADE STRUCTURE & BENCHES o 0
75 N 3 2,400 sf N N 3 2,400 sf N a 12 2,400 sf N t N 3 2,400 sf N a � 27 1 AREA 1 I \ I w DEVELOPMENT '
W 47 ROW o 0 0 0 `V o 0 0 0 3 4,192 sf I I STRUCTURE
° 3 I Ili 7. POCKET PARK 7. PICKLEBALL COURT
Z
55 b I N 4 2,400 sf N N 4 2,400 sf N N N N 4 2,400 sf N I I I - - -
6,282 sf -0-0- 0 0 N 0 0 I I ppp °ppp I I Iw BUILDING SETBACK DATA
� 13 2,400 sf �, J Z
N 5 2,400 sf N o N 5 2,400 sf N n o o W ° N 5 2,400 sf N > ° 28
Q 4,193 sf 21 I �I ;o ~ R-8 (ZONE) R-40 (ZONE)
0 0 _J o 0 o co 14 3,000 sf o o 0 1 ` I� MINIMUM LOT SIZE: 4,000 SF MINIMUM LOT SIZE: 1,000 SF
4 Q w U ° a rn ¢ - I BUILDING ® I s m I I I FRONT SETBACK: 20' FRONT, LOCAL SETBACK: 10'
cn b 6 3,000 sf o 0 6 3,000 sf _6 > o b Y o } "' I F y 1 UNPLA (GARAGE-MEASURED FROM ROW) FRONT, COLLECTOR SETBACK: 20' M� a „ _j ¢ a _j v 6 3,000 sf �, FRONT SETBACK (LIVING SPACE): 10' REAR SETBACK: 12' o
54 n o m o J g 29
I Y m Y Y � 15 3,000 sf I �, m o a 1 BLOCK 10 5 T - - -
6,285 sf `� v p ti ,�' m 4,718 sf 1 REAR SETBACK: 12' z C6 0
w o o CL o f o ° ° o o ° vi m 1 249,101 sf I (MIN.): 1-
a 7 3,000 sf 7 3,000 sf 7 3,000 sf I 6 INTERIOR SIDE SETBACK MIN. : 5 INTERIOR SIDE SETBACK MIN. 3 N o
M m� m ro 0 r) M I 5.72 Ac I I I (MIN.): INTERSTATE SETBACK: 50' � H= a
a 4- 16 2,400 sf N I II , cn -
= o 0 0 0 cn0 -0-0 I 1 STREET SIDE SETBACK: 20 WLLJ
3 cn� o 0 30 I BUILDING v�i I 47,718 sfcn
26 ^ N $ 2,400 sf N o N $ 2,400 sf N n N $ 2,400 sf N cn I n 1
tin o o o o N N 17 2,400 sf �, -0-0
o n 4,194 sf I I H 1.10 Ac 20 MERIDIAN CITY R-15 (ZONE) C o cv �
53 0 0 o I I I SEWER EASEMENT MINIMUM LOT SIZE: 2,000 SF v w o
6,287 sf `D 9 2,400 sf 9 2,400 sfLIJ CD
i - r l
CV CV cV N ° 4 N 9 2,40o sf N a I 3 I I I FRONT SETBACK: 20' v I r �' z z
18 2,400 sf N I 31 1 T GARAGE-MEASURED FROM ROW Q
105' -0-0- 0 0 `" -0-0 4 OWE o I - - - - - - °m Ito FLOOD ZONE A ( ) � � o
cn
C,4 10 2,400 sf N N 10 2,400 sf N a o N 10 2,400 sf N a 4,195 sf 1 $�o I \ FRONT SETBACK (LIVING SPACE): 10� �/ z o = Q
ro 0 0 0 0 2 Q N 19 2,400 Sf N 0 0 BU G I� II ' W
t 105' I I' y I I REAR SETBACK: 12 z c�
25 e\ eo 0 p o I o1 INTERIOR SIDE SETBACK MIN. 3 o 0
786 100 o 100' / 57 I I o I \I STREET SIDE SETBACK: ( ) 20' 001 z 52\ 11 3,786 sf 11 3,884 sf 11 3,757 sf o m
Z coo roa b o 20 3,418 sf n o _ 32 I 1 e J o �
= BLK 19 6,430 sf -`D �� / r) "' 5 359 sfLr. I o s n e
20' - ��a� 20' I I 14 MULTI-USE L1J Q -
\' 116 114' I - - - - - - I co PATHWAY LEGEND z C o
m 63' 51 ° \ w 3 w w w w ° ��65' 33-1,790 sf pID / I co I - - BOUNDARY LINE ["'� 11
N 1,563 sf `��� - -� - 1 I II� o o c�
Z 55W JACKSNIPE DR.>ss >ss 34 2,068 sf N 60' I 1 r ° d p p p I o I I I RIGHT-OF-WAY (ROW) o
0 24 3 , I 1 �°
LOT LINE
2 50' 50' 53' 50' 50' 01-550 / 53' 50' 50' 50' I I BUILDING G / I -0-0- LOT LINE 0 SETBACK
° I 1 l
e01 1
�60 Toe PROPOSED WATER LINE
e I I PN�� 6 ITD STORM w WITH FIRE HYDRANT
0 49 Toa I - - - - I Mp�N�FN l DRAINAGE POND >ss PROPOSED SANITARY SEWER LINE SCALE 1 "=60'
1 o,o5s sf �, 48 �, 47 � eoi 35
7,420 sf � 6,517 sf N 46 0 45 44 43 42 0 41 40 39 38�T 8 37- o_36 0 8,s89 sf I - - - _ �s�
6,010 sf 6,000 sf 6,360 sf 6,000 sf 6,000 sf 6,000 sf 6,360 sf 6,000 sf 6,000 sf 5,998 sf 6,836 sf I L_____________ °v __ -- I I I I -PIR PROPOSED PRESSURE IRR. LINE DWG.DATE 07/05/23
w w ---- I v PROPOSED STREET LIGHT
L____________ ___---- II I I PROJ. No. 220721
23 BLOCK 3 ° 242 I I PROPOSED SURFACE FLOW
63' 55' 50' 50' PIR PIR PIR PIR 50' 50' 57' 60' 9° o II I I PROPOSED CURB AND GUTTER SHEET 2 OF 3
7=2,368 Sf 180' PROPOSED CONC. PATHWAY/SIDEWALK
50-39,549 sf o 0.51 Ac r _ I I PROPOSED VALLEY GUTTER
., 0.91 Ac \ PRE- 1
� I
}�� PROPOSED STORM DRAIN COLLECTION SYSTEM
� � Toe aol
I I AND SEEPAGE BED /220721-PRE.DWG
ROW 471-0" ROW Q
7'-0" 33'70" 7'-0" N
0 Q 't
(, Z o
5'-0" 1 s'-s" 1 s'-s" s'-o" I W o °�°
0 \ I 14'-6" 14'-6" I m z O
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SLOPE 2.00% --- O Q
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P �P P � P
EP W' WALTMAN LANE P — — — — — — W. WALTMAN LANE CE 1/16 CONCRETE CONCRETEw O � -14"-6" MINUS PIT RUN pAL
CRUS4"-3HED ANUS C URB &STAN ARD VERT C TYP.)S.13 250.00Fp EP- SIDEWALK AS PER PLATTERNS ( SIDEWALK
OP 2 1/2" ASPHALT
1 ° 3 3 \ — — — — — - (TYP) PAVEMENT 4" - 3/4" MINUS CRUSHED (TYP.)
1 GRAVEL (COMPACTION 0
LF- — — — — — — — \ \ REQUIRED)
IR \ \ 47' RIGHT—OF—WAY
BLOCK 3 \ \ \\\� PUMP STATION NOT TO SCALE
1 n 2 3 4 5 6 ] $ 9 o n \ \ \ �� 14' MULTI-USE PATHV
U
NOT A P RT \ \\\ L ROW 001-0" ROW ao ' o
4 \\\ w 00 �
�" LOCK 10 I \ \ 3'-6" 4'-6" 51'-0" 4'-6" 3'-6" W M p 00 �
W W -� yy 10 - LliL1 L_ O Z O 0000
8'-0" 25'-6" 25'-6" 8'-0" J g
W BROWN TROUT DR. a � — — — w— w I 0 � w = N
�s< 11— — — — — — — � II I 21'-0" 21'-0" Q ^o
i tn \ z I I LLI 0 > - o
�y
o
I o% SLOPE w z c
SLOPE 2.0 PE 2.00%
I� I -' W Q c
W
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T12 1 W \ II Q w I� � a
>ss 1 2 3 4 5 6 7 8 9 2 U I J rn Ld
1 w I 11 14"-6" MINUS PIT RUN
4 'RO 13 �pp I O 4"-3/4" MINUS STANDARD VERTICAL U
o o I CA CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK
2 1/2 SIDEWALK " ASPHALT (TYP.)
1 ^ uI AS PER PLANS
I BLOCK 4 I l I W 1 (TYP.) PAVEMENT 4" - 3/4" MINUS CRUSHED
14 I r I 1- I GRAVEL (COMPACTION
15 2 �• PUBLIC ALLEY I r I� I REQUIRED)
BLOCK5FIN- PIN 15 I 60' RIGHT—OF—WAY wz ISLAND
P 50'RO III NOT TO SCALE0 CD
2 1 2 3 4 5 6 7 8 9 <3 4 n I I Q o
3 >z 16 I r Lj � o
I
z N
I N
n 47 ROW 3 n M ° I I ROW sol-o" ROW 0 Y rn 00
z
cn
_ z U V C/)
BLK 74 Y N Y 1] UO I 1 _0.. 7'-0" 36'-0" 7'-0" 1'-0" p @E
v 4 a z \ = co
m I ¢ zo o
OJ 4 U W o- W W � I Ioo 11 5-0" 8'-0" 18,-0" 18'-0" 8._0.. 5._0,. U O o
m (; p W EIDER DI 18 W -
W
m _ _>ss > S ° r I II 1 1 16'-0" 16'-0" z m w C
77 5 I I I I � � � 'E
3 5 ® 19 j SLOPE 2.00% - q No w
6 2 3 4 5 6 7 8 N 3 I I 14' MULTI-USE
J
I1
1 n 20 I ` l 14"-6" MINUS PIT RUN
8 6 I I CONCRETE MINUS
4"-3/4" MINUS STANDARD VERTICAL CRUSHED GRAVEL CONCRETE
1 ^ I CRUSHED 1/2" ASPHALT CURB & GUTTER (TYP.)
a 3 y N (TYP.)
(COMPACTION REQUIIR D) SIDEWALKQ Q Q = a
BLOCK 6 4 SRO 21 4 II PAVEMENT AS PER PLANS z z
7 PIR PIR I � oow � �
r BLOCK 10
2 ow000
w — �- - - -= ` - - - - - I 1 60' RIGHT—OF—WAY w/ DETACHED SIDEWALKmwmz
Y RUDDY DR. o o
L — - - - J NOT TO SCALE zo � Jw
RUDDY DR. o e n J IR 0 I UTILITY NOTES Q o z
59 — — — w — — — — — — — — — — — — — — — J 1. SANITARY SEWER: PROJECT WILL SEWER FROM AN EXISTING z
® r — — — — - d 1 Q — — — — — — w o z
W >ss >ss I SEWER MAIN LOCATED IN W. WALTMAN LANE. THIS PROJECT N J z
58 v, 7� a 13
D I I LIES WITHIN THE TEN MILE SEWER TRUNK SHED. SEWER WILL 1 0 z o
N ROW I ROW N Z z a w
n I 1 BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS
3 OF THE CITY OF MERIDIAN AND DEQ. o z m m
- - - - - - - � PIR � — - - - - - 24 5 I I I I s'-0" 30'-0" 15'-0" > � Z
n 1 1 �
C) w I II 6 1 1 2. WATER MAIN: A 12 WATER MAIN IS EXISTING WITHIN W.
o � I g'-p" 15'-0" 15'-0" 8'-0" 5'-0" 2._0..
n 57 cn - +_ 1 WALTMAN LANE AND AN 8 WATER MAIN IS LOCATED IN W.
2 �< y n 25 n I I 1 I RUDDY DRIVE. THE PROJECT LIES WITHIN PRESSURE ZONE 3.
9 a ° , Il o THE WATER MAINS AND SERVICE DESIGN WILL CONFORM WITH I ' o
M 1 1 ° 1 I I z I THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. SLOPE 2.00% O of
z 56 0 0 l00 ° 3 26 I I Y W N rn
BLK 76 0 3 2 2 2 w 1 3. IRRIGATION: PRESSURE IRRIGATION WILL BE PROVIDED TO
J 11 I I w EACH LOT WITH A NEW PRESSURE IRRIGATION PUMP STATION � CO o
3 m 0 0 0 ° N 20"-6" MINUS PIT RUN o
3 I 3 3 12 f 3 27 I I V ul THAT WILL BE LOCATED ADJACENT TO TEN MILE CREEK. THE 3' WIDE 4"-3/a" MINUS O 00
o 0 0 I w u PRESSURE IRRIGATION SYSTEM WILL SERVE ALL PHASES OF GRAVEL SHOULDER CRUSHED GRAVEL CONCRETE x
47'ROW . V) 0 I I �_ sDEWALK Q o
55 n 4 4 n 4 cn I I1 TANNER CREEK SUBDIVISION AND WILL BE OWNED AN 3" ASPHALT (TYP) v~i ``
13 co I I1 PAVEMENT
0 0 0 o n 28 I Iz MAINTAINED BY NAMPA-MERIDIAN IRRIGATION DISTRICT. ALL 4" - 3/a" MINUS CRUSHED Q o
5 5 5 w I IRRIGATION STRUCTURES LINES AND DRAIN LINES EXCEPT GRAVEL (COMPACTION o o °o
o 0 co 14 � rn o a STREET STORM DRAIN LINES SHALL BE RELOCATED OUT OF REQUIRED) Q _o
4 6 ti 6 a 0 • g � Y I THE STREET RIGHT OF WAY. 54' RIGHT—OF—WAY (CORPORATE DRIVE) o S °°
54 z m Y Y m 15 m o 29 I BL CK 1 5 I1 O o
O a O o a m N m li 4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED NOT TO SCALE z w o
7 ° m m 7 ° & 16 7 ° n II 6 111 I ON-SITE. STORM WATER WILL BE HANDLED VIA MANHOLES
26 K $ $ c o 30 AND/OR SAND AND GREASE TRAPS AND A SEEPAGE BEDS N au
53 N 0 0 U)u) 17 8 cn I I SYSTEM. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED o
9 9 n 0 9 ° I I �lo IN ACCORDANCE WITH THE CITY OF MERIDIAN AND ADA ROW I ROW
° 0 0 18 0 4 'ROW 31 I I l l COUNTY HIGHWAY DISTRICT STANDARDS. So'-o,'
10 10 10 I 5. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR 51 -o
19 � � y
25 52 11 ° 11 0 0 11 ° 32 I I it I ALL PUBLIC UTILITY OR IRRIGATION FACILITIES LOCATED 5'_0.. 25'-5" 25'-5" 5'-0"
BLK 79 ;' \ 20 14' MULTI-USE OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. 21'-0" 21'-0" M
- 33 I n I PATHWAY I z z
51 w w _o - w o
�A�.SSSS 3 I I r SLOPE 2.00% SLOPE 2.00% U
>SS W JACK56E DR. >ss 34 I w O
24 r 11 m 2
I I LL_ o
14"-6" MINUS PIT RUN W O W
II 1 CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE O
49 I 6 1 CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK z
48 47 35 I 11 I I (TYP.) (TYP.) � � w
46 45 44 43 42 41 40 39 38 37 36 SIDEWALK
t J 2 1/2" ASPHALT AS PER PLANS
1 PAVEMENT 4" - 3/4" MINUS CRUSHED � (/) � �
L----------- GRAVEL (COMPACTION W z
w W _----- I I I LEGEND REQUIRED) I Q
23 L-------------- ---- I I W. RUDDY DR.
BLOCK 3 1 — — BOUNDARY LINE _
PIR PI PIR PIR _PIR PIR ] I NI 1 I j NOT TO SCALE W I r O �
50 FIN 7 I 11 l RIGHT-OF-WAY (ROW) �j M Q '>oz E
50 50 7 I I LOT LINE Ic-� ~ z_ "� �
0 ° LOT LINE 0 SETBACK �� w = o
I 3 62' ROW 3 `�/1 = cn
PROPOSED WATER LINE & & [■■�I J ~
______ w WITH FIRE HYDRANT 25'-0" 37'-0" w z o
I >ss PROPOSED SANITARY SEWER LINE �
18'-0" 8'-0" 10'-0" 1' o
VARIES 12.5'-18.5' 16'-O" I Q
I PIR PROPOSED PRESSURE IRR. LINE ;z
WB INTERSTATE 84 I PROPOSED STREET LIGHT I uj
W VARIES 0'-3' Z
1 PROPOSED SURFACE FLOW X a CROWN PAVEMENT T N J
SLOPE 2% ---
1 PROPOSED CURB AND GUTTER — — SCALE AS SHOWN
PROPOSED CONC. PATHWAY/SIDEWALK
STD. VERTICAL CURB CONCRETE SIDEWALK (TYP.) DWG.DATE 07/05/23
PROPOSED VALLEY GUTTER SEXISTING ECTION ROAD 4"-3/4" MINUS & GUTTER (TYP.)
CRUSHED GRAVEL AS PER PLANS 4" - 3/4" MINUS CRUSHED PROJ. NO. 220721
PROPOSED STORM DRAIN GRAVEL (COMPACTION
3" ASPHALT PAVEMENT 20"-6" MINUS PIT RUN REQUIRED)
COLLECTION SYSTEM & SHEET 3 OF 3
80 40 0 80 160 240 SEEPAGE BED
62 RIGHT—OF—WAY (WALTMAN LANE
SCALE IN FEET NOT TO SCALE PRE-2
REVISED STREET SECTION
/220721-PRE.DWG
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W. WALTMAN LANE a �� W. WALTMAN LANE CE 1/16 1/4 ® o
�� �S89 42 17 E 1071 .35 S.13 S. I TERSTATf 84
CITYLAWITS -- -- -- -- -- -- -- -
- - - - ____= C/TYL/W/TS -
— —
R-8 1 3 -40 �� �� 1 - - - -
BLOCK 3 00 o \ \ �� z Q 't
N \ \ 14' MULTI-USE PATHWAY z tY r7
RUT 1 2 3 4 5 6 7 8 o \ \ 0 2H w 00 u
UNPLATTED RUT Li l 9 11 - \ \ \ 1/4 OJ z O 0000
OVERLAND ROAD LJJ o "'
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� C-G A PORTION OF SECTION 13, Q w
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S89'44'33"E 249.82' R-15 \ \ z T. 3N., R. 1W., B.M., MERIDIAN, ADA COUNTY, IDAHO Q rn
UNPZ 4 TIED z
12 w PROPOSED LEGEND U
1 2 3 4 5 6 7 8 9 2 L) I 1-84 MERIDIAN
1 C/TYL/W/TS
47'ROW w� B MERIDIAN CITY LIMITS
C/TYLIW/TS 00 Lo 13 o DEVELOPMENT
R-$ 1 - I w' EXISTING ZONE LINE & DESIGNATION
I BLOCK 4 14 r I � R-$ PROPOSED ZONE LINE & DESIGNATION CDU
15 2 - Pueuc ALLEYCD
I I PROPOSED ZONE LINE Q w o 0
BLOCK 5 15 I I - - - - BOUNDARY LINE z N CN o
2 5o'ioW 1 2 3 4 5 6 7 8 9 4 I I RIGHT-OF-WAY LINE o Y � 0
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3 �.; 16 LOT LI N E o
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z 1s Y N 17 - I — — — — EASEMENT LINE LJJ m Of Of °'
aLK 14 v 4 Y N m PHASE LINE & DESIGNATION z rn
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cop I W EIDER DR. 18 + 00 2
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17 5 5
19 II I RI40 C-G SITE DATA
' 2 3 4 5 6 7 $ I I 14' MULTI-USE PATHWAY SITE AREA 38.05 ACRES m o
6 1 20 I I UNPLATTED SINGLE-FAMILY LOT AREA 10.35 ACRES (27.20%) z o
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8 6 TOWNHOME LOT AREAS 2.83 ACRES (7.44% Z Z o
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�I I c:) MULTI-FAMILY LOT AREAS 12.19 ACRES (32.04% o w
7 BLO K 6 1 1 1 47'ROW 21 4 II cv RIGHT-OF-WAY 5.09 ACRES (13.37%) z o w m Z
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2 BLOCK 10 2 SHARED DRIVEWAYS 0.12 ACRES (0.32%)
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r o I Y COMMON LOT AREA 7.47 ACRES (19.63%)
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W. .RUDDY OR. _ o � 00
W RUDDY DR. TOTAL RESIDENTIAL LOTS: 128
59 Lo C/TYL/W/TS ATTATCHED-TOWNHOMES: (ALLEY LOAD) 45 (35%) z N z z z w
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1 cv 35 WIDE-SINGLE FAMILY: (ALLEY LOAD) 16 (12%) o w m
I 40 WIDE-SINGLE FAMILY: (FRONT LOAD) 29 (23%) U, w z o 0
N N58 00 1 GG III 50' WIDE-SINGLE FAMILY: (FRONT LOAD) 20 (16%) _ z
00 — — II 60' WIDE-SINGLE FAMILY: (FRONT LOAD) 18 (14%)
24 5 II I I TOTAL MULTI-FAMILY LOTS: (280 UNITS) 2 a cn
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w 57 W BACKWOODS DR. II I -t��- TOTAL COMMON LOTS: 20 w C,,
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= io - 9 25 II I o COMMON AREAS-SINGLE FAMILY: 9 ~ 00
° 1 I PROPOSED 1-84 MERIDIAN CENTRAL COMMON AREA: 1 00
m o 56 0 0 3 10 ° 26 I z I DEVELOPMENT(C-G) SHARED DRIVEWAY: 3 X
a B�K z oo 2 2 1 1 2 I '� COMMON AREAS MULTI-FAMILY: 3 0 `2
3 m - 3 ° 3 ° 0 3 ° 27 LouI 'i TEN MILE CREEK: 2 0 0 0
47'�oW ° ° 12 o I w I-84 BUFFERS 2 Q _o
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55 - 4 4 13 4 Lo TOTAL LOTS 150 O - ro
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' S ° 5 ° ° 5 ° 28 R-,w I ' RUT � O o
R-4 4 ' o a o v 14 L a, o � � I �i � TOTAL DWELLING UNITS 408 z � o
6 r` oo 6 �' Y >- , UNPLATTED
54 - Y m z Y 15 m o 6 29 v BL CK 1 5 I 0 0
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7 a - 7 LLI
° a 0o7 N m 16 GENERAL NOTES
1s
26 8 ° co 008 ° N 17 8 0 30 1i V 1. SANITARY SEWER: TO BE SERVED BY AN EXTENSION OF MERIDIAN CITY SEWER SYSTEM.
53 N o 0 0 to
' 9 9 18 9 I II'- II 2. DOMESTIC WATER: TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM.
0 0 ° 0 47'ROW 31 I Ii
10 10 1 10 3. IRRIGATION WATER: WILL BE PROVIDED TO EACH LOT, WITH A NEW NMID PRESSURE IRRIGATION PUMP STATION. THE PRESSURE IRRIGATION SYSTEM
I o 0 0 0 I G II WILL SERVE ALL PHASES OF THIS SUBDIVISION, IN ACCORDANCE WITH IDAHO CODE 31- 3805(1)(b). THIS SUBDIVISION FALLS WITHIN THE zo
25 52 11 11 20 11 32 I NAMPA-MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. w
Zo BLK 19
14' MULTI-USE m
PATHWAY 4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
51 R-15 0 33 1/ I OF MERIDIAN AND CURRENT ADA COUNTY HIGHWAY DISTRICT STANDARDS. W O j
I W JACKSNIPE DR. 34
R-$ I II 5. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR ALL PUBLIC UTILITIES OR IRRIGATION FACILITIES LOCATED OUTSIDE OF THE PUBLIC _ z
5 24 I RUT RIGHT-OF-WAY. w w o
I I ITD STORM 6. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION, AND LOT DRAINAGE � o
49 35 6 OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED Q I.-- � Q
48 47
46 45 44 43 42 41 40 39 38 37 36 00 DRAINAGE POND �y z CD _
DRIVEWAYS AND WALKWAYS TO EACH LOT. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A FIVE (5) FOOT PUBLIC UTILITIES, IRRIGATION AND � _ o �
R-8 0� ' ' LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE WHICH IS NOT ADJACENT TO A PUBLIC STREET, AND OVER THE TEN (10) FEET ADJACENT W o 0
TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. LLJ
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23 BLOCK 3 I I 7. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH APPLICABLE MERIDIAN ZONING AND BUILDING ORDINANCES. W ,�z
7 II w = o
7 II I 8. THE SUBJECT PROPERTY IS WITHIN A FEMA FLOOD HAZARD ZONE (ZONE A IS WITHIN THE TEN MILE CREEK EASEMENT) - REFERENCE FIRM �■■y z
50 50 R-8 50 R-40li S84�0321W CITYLIWITS .` PANEL 16001CO232H, DATED, JUNE, 19, 2020. z o
06 W 275.70 I I 43.25 �`� ��i1 sir
— — ' " 9. DIRECT LOT ACCESS TO W. WALTMAN LANE IS PROHIBITED. o
N89057'23"W 999.43' S82'20
10. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS o
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I OF THE CITY OF MERIDIAN.
' 11. LOTS 4 & LOT 5, BLOCK 10 ARE DESIGNATED AS MULTI-FAMILY LOTS.
SCALE AS SHOWN
WS INTERSTATE 84 12. LOT 7, BLOCK 1; LOT 1, BLOCK 2; LOTS 1, 11, 22, 23, 33, 34, 50, 51 & 59, BLOCK 3; LOT 1, BLOCK 4; LOT 1, BLOCK 5; LOT 1, BLOCK
I I 6; LOT 1, 2, 3, 6, 7, BLOCK 10; ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS DWG.DATE 07/05/23
ASSIGNS.
_ 13. LOTS 10, 34 & 51, BLOCK 3 WILL BE SHARED DRIVEWAYS FOR THE BENEFIT OF LOTS 7-9, LOTS 35-37 AND LOTS 47-49, BLOCK 3. SHARED PROJ. N0. 220721
DRIVEWAY LOTS SHALL BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SHEET 1 OF 3
-.� -------- 14. LOTS 2 & 6, BLOCK 10 ARE OPEN LOTS WITH BLANKET EASEMENTS FOR TEN MILE CREEK AND THE CITY OF MERIDIAN SEWER EASEMENTS. TEN
S.13 1/4 80 40 0 80 160 240 MILE CREEK IS UNDER THE JURISDICTION OF NAMPA-MERIDIAN IRRIGATION DISTRICT (NMID) AND THE SEWER EASEMENT IS UNDER THE CITY OF TITLE
MERIDIAN. THE LOTS SHALL BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS.
S.24
SCALE IN FEET 15. PUBLIC ALLEYS TO BE OWNED AND MAINTAINED BY ADA COUNTY HIGHWAY DISTRICT. 7220721-PRE.DWG