HomeMy WebLinkAboutPre-Plat W. WALTMAN LANE - - - - - - -G- CE 1 /16 - 60 30 0 60 120 180
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N 1 13,391 sf 9,064 sf 3 \ / \ 0 1 3,251 sf J SITE DATA W O 00
0.31 Ac 0.21 Ac 368' cp. \ \ 0.07 Ac - - - - - - - - - SITE AREA 37.87 ACRES
� - - - - - - - - - a
50' 15' \ N \N�$ SINGLE-FAMILY LOT AREA 9.78 ACRES (25.83%) m � o
ti I TOWNHOME LOT AREAS 2.83 ACRES 7,47% o w 0
PUMP STATION ( Q � _
25' w 20 BLOCK 3 I 30' MERIDIAN CITY \\\ \ /V, MULTI-FAMILY LOT AREAS 12.19 ACRES (32.19%� o
w � s z
w o\� RIGHT-OF-WAY 5.36 ACRES (14.15%) fr � , , Q
UTILITY EASE. \ o
1 0 2 0 3 4 5 6 7 8 0 �ml \ � \ 2 PROPOSED SHARED DRIVEWAYS 0.12 ACRES (0.32%) L1J
1 6,601 sf 5,500 sf 5,500 sf 5,500 sf 5,501 sf 5,515 sf 5,515 sf g n 11 ��I III�D \ \ 1-84 MERIDIAN COMMON LOT AREA 7.59 ACRES (20.04%)8,069 sf Z �,
NOT A PART I n \ \ I DEVELOPMENT L TOTAL RESIDENTIAL LOTS: 128 Q
\ J ATTATCHED-TOWNHOMES: (ALLEY LOAD) 45 (35%)
60' 50 50 50 50' 50' 50 I BLOCK 10 1 \ �� 35' WIDE-SINGLE FAMILY: (ALLEY LOAD) 16 (12%)
w 10, ���, _ - - - - - - - - - - - - FLOOD ZONE 'A' 40 WIDE-SINGLE FAMILY: (FRONT LOAD) 29 (23%)
w o 1,670 sf `" so' oN o 50' WIDE-SINGLE FAMILY: FRONT LOAD 20 16%
W BROWN TROUT DR. cD - Oo 1 \ \ ( ) ( °)
- J P 60' WIDE-SINGLE FAMILY: (FRONT LOAD) 18 (14%)
5,595 sf "' \ \ I 1 -I L\ TOTAL MULTI-FAMILY LOTS: (280 UNITS) 2 - a
35' 35' 35' 35' 35' 35' 35' \ C 0 o
107'12 MERID N CITY 1 \ \\ W w 0 \ I TOTAL COMMON LOTS: 20 LJJ M 0 00
---- e°l 4,200 sf \ �w I I COMMON AREAS-SINGLE FAMILY: 9 O 0
25 -- -; UTILI EASE. 1 I cn oc I Q J g o 0O
w 1 0 2 3 4-r° e`5 6 7 8 o g 105 1 1 1 cn 1 CENTRAL COMMON AREA: 1 J w Q
1 �, w � 47' ow I I� '� I SHARED DRIVEWAY: 3 L1J o o o
6,772 sf ` cn o 0 0 0 0\ °' c' N 6 13 1 1 COMMON AREAS MULTI-FAMILY: 3 � z
w Ln LO W) � °�\ LO �CD CD1 N\ 4,182 sf I z I L U o Ld W - c
1 oci� M r OCI� � r 1 w I TEN MILE CREEK: 2 z o C
23,804 sf BLOCK 4
IW �' 1 1-84 BUFFERS 2 -1 w
2
0.55 Ac 18' 35' 50' o a 14 =
\4,183 sf 59,096 sf TOTAL LOTS 150
;5 2 0 1 o PUBLIC ALLEY o 1 �I
1 1.36 Ac PROPOSED
`o �60 I 1 TOTAL DWELLING UNITS 408
6,259 sf w 18' 35' 50' s DEVELOPMENT
w i I I I I1-84 MERIDIAN
I BLOCK 50
15 1
50' 0 .1 . w 4,183 sf e°f 1 �I o o GROSS DENSITY:
284 I� 1 2 3 4 5 6 7 8 9 a 1 1 v, ~ SINGLE-FAMILY, 41 UNITS: (R-8 ZONE) 4.17 DU/ACRE
3 4,43s sf N o N N N N o a 1 ATTATCHED-TOWNHOMES & SINGLE FAMILY, 87 UNITS: 7.13 DU/ACRE U
ti6o� 0 16 o I 1 (R-15 ZONE) Q
6,261 sf N o 0 0 0 0 0 0 N g fop o W o
101' ¢ - � � ro � � � � � 4,184 sf I 280 UNITS: (R-40 ZONE) 17.67 DU/ACRE
47'ROw �' "' "' "' "'I �' "' �' 1 ��� 30' I MULTI-FAMILY, N N co o
3 \ MERIDIAN CITY •� Z - 0 0
16 4,025 sf w Wlo N Y UTILITY EASE. 20 MERIDIAN CITY OVERALL GROSS DENSITY: 10.77 DU/ACRE Q Y �� 0
,g 0 17 c� 1 4 o o SEWER EASEMENT � 0O
Y w Y 35' 35' 35' 35' 35' 35' 35' 4,185 sf o I 1 T°e W AVERAGE LOT SIZE SINGLE-FAMILY) 5,132 SF U m o
0 4 ¢ N toL m I 281,934 sf I I AVERAGE LOT SIZE �TOWNHOME) 2,739 SF - Q z CO Y
6,264 sf 4 Y I
°° 1 4,024 sf o - - - -� W EIDER DR. 18 1 �� 6.47 Ac W °0 1 1 w U
m I Il EXISTING ZONE C-G
J I 4,185 sf 1 o f I I PROPOSED ZONES R-8, R-15 & R-40 z m Z o
En 1 I z N
5 5 5 w 40' 40' 40' 40' 40' 40' 40' 1 20 MERIDIAN CITY 1 to cn COMMON LOTS-SINGLE-FAMILY/TOWNHOME (R-8/R-15) 4.05 ACRES
o� 4,023 sf w o 19 I 1 UTILITY EASE. a° I 1-84 BUFFER 0.91 ACRES
6,266 sf ti 101 4,186 sf I I I WALTMAN LANE BUFFER 0.31 ACRES
104' I o 6 N 1 El-
2 3 4 5 6 7 8 I T°e\ W I I BUFFERS (W. RUDDY DR. & S. KEARNEY AVE.) 0.16 ACRES
3,909 sf �' �' N N N N CENTRAL COMMON AMENITY AREA 1.70 ACRES
o 0 0 0 0 0 20 ti6o� 1 a°f 1 50 TENMILE CREEK o z
86' N N N N I N N 4,187 sf \ 1 1 1 PEDESTRIAN MICRO-PATHS 0.17 ACRES z w Z
g g W 1 NAMPA-MERIDIAN o o w
�' 1 1 r a 1 1 ( IRRIGATION POCKET PARK/S. KEARNEY AVE. BUFFER 0.55 ACRES o m o o
6,268 sf 1 ��� I 1 1 I EASEMENT 50' EACH END BLOCK BUFFERS 0.13 ACRES
104 I �' BLOCK 6 40 47 ROw v 21 1 1 4 1 11 COMMON DRIVES 0.12 ACRES z o J w
SIDE OF CENTERLINE
- Z � zZ
7 1,492 sf / 105' I cl
BLOCK 10 Iv, 2 COMMON LOTS - MULTI-FAMILY 3.25 ACRES Z Q Z
> w
1 � zJJ �
ECR EAR 2so7 EAR W I 1 °e 1 I 1-84 BUFFER 0.51 ACRES o o
W. RUDDY DR. UZ ~
_ _ o o ° I WALTMAN LANE BUFFER 0.21 ACRES z
W RUDDY DR. 2607a��GR N 1 �Or 1 �° l m O II o w o
r-EAR- 1 �y WALTMAN LANE BUFFER/PUMP HOUSE 0.07 ACRES z z w
- - _22_ I-Z--
39,549TEN MILE CREEK/MULTI-USE PATHWAY 2.46 ACRES59 1,483 sf L- - - - - - -
r,,,�
10,162 sf - I - o - ° - �88 81 QUALIFIED OPEN SPACE (16.72%) 6.34 ACRES _ C,
104' -0.23 Ac- c., , - / m299 �° ° (15% REQ. QUALIFIED OPEN SPACE = 5.68 ACRES)
58 74,017 sf 0105' 160' I 1-84 BUFFERS (50%) 0.71 ACRES126011.70 Ac 0 1 �° I6,274 sf 23 1,393 sf o� WALTMAN LANE BUFFERS 0.59 ACRES c 0 CD
L ° 1 BUFFERS (W. RUDDY DR. & S. KEARNEY AVE.) 0.16 ACRES y o0y °105' 0 24 I do 5 \� W �' CENTRAL COMMON AMENITY AREA 1.70 ACRES �ami ft
4,190 sf I 60� s PEDESTRIAN MICRO-PATHS 0.17 ACRES 00 0 105' 1 1 POCKET PARK/S. KEARNEY AVE. BUFFER 0.55 ACRES O 00
57 0 W BACKWOODS DR. 125' o N 12 6,277 sf 1 0 25 30'ti6 1 m 1 o o TEN MILE CREEK/MULTI-USE PATHWAY 2.46 ACRES o 4,191 sf 0 MERIDIAN CITY o ° Ii :z o 00ti� UTILITY EASE. � I - - 0O
20' 9 3,299 sf M � oSINGLE-FAMILY/TOWNHOME AMENITIES: MULTI-FAMILY AMENITIES: 001 3,414 sf M 1 3,307 sf LO ° 101' ° 20� �1\,531 sf og o WI o 1. PLAYGROUND 1. CLUBHOUSE AND POOL FACILITIES vai Qo0
M 100' 100 N 10 2,406 sf N 1oo' eo 26 2. HALF BASKETBALL COURT 2. PLAYGROUND WITH COVERED SITTING AREA 56 o 0 0 0 ° o ° I 4,192 sf I MERIDIAN CITY 30 z 3. PICKLEBALL COURT 3. CONNECTING PATHWAYS00
0 6,280 sf `� N 2 2,400 sf N N 2 2,400 sf N N 100' o o N 2 2,400 sf N eoi �0e� 6p0 UTILITY EASE. w z w m o 0 0 0 11 2,400 sf P N o o TOB wPROPOSED 4. CENTRAL COMMON AREA WITH PATHWAYS 4. OPEN GRASS AREAS 123 2,400 sf o o ° cn I 5. CONNECTING PATHWAYS 5. MULTI-USE PATHWAY N1 N v 1-84 MERIDIAN 0N cV N 3 2,40o sf N 3 2,40o sf N o 27 m 6. OPEN GRASS AREA 6. PLAZA, SHADE STRUCTURE & BENCHES o12 2,400 sf N N � I 1 w DEVELOPMENT47'ROW o 0 0 0 `V o 0 0 0 4,192 sf55 4 2,40o sf 4 2,40o sf 1 hJ I7. POCKET PARK 7. PICKLEBALL COURTO N N N N N 4 2,40o sf N ~ BUILDING SETBACK DATA
6,282 sf o 0 0 0 N o 13 2, 0 sf No 0 28I I I I I0wN 5 2,400 sf N } N 5 2,400 sf m 5 2,400 sf ��.t > � 4,193 sf 5 to
N � p 2609 O R-8 (ZONE) R-40 (ZONE)
0 0 � 0 0 rn 14 3,000 sf r, 0 0 249,101 sf m MINIMUM LOT SIZE: 4,000 SF MINIMUM LOT SIZE: 1,000 SF
a �i c ¢ rn ¢ 5.72 Ac o - ,6 6 3,00o sf o 0 6 3,00o sf o Q o Y g 3,00o sf } " 1 I1 ° FRONT SETBACK: 20 FRONT, LOCAL SETBACK: 10'oO v Y a GARAGE-MEASURED FROM ROW54 I Y m Y Y o m o J O ¢ n 29 V 1 BLOCK 10 I I ( ) FRONT, COLLECTOR SETBACK: 2015 3,00o sf r, m 6 ( ) REAR SETBACK: 12 06,285 sf `� o m 0 ti ,W m m 4,718 sf I Im I FRONT SETBACK LIVING SPACE : 10�7 3,000 sf CL
mm 7 3,000 sf o v ° ° 6 7 3,000 sf o vi m I 147,718 sf REAR SETBACK: 12� INTERIOR SIDE SETBACK (MIN.): 3' ' F- Q ma N 16 2,400 sf N1 1 � 1.10 AcINTERIOR SIDE SETBACK (MIN.): 5 INTERSTATE SETBACK: 50' N � o= o 0 0 0 0 0 0 cn - cn� 0 0 30 1 STREET SIDE SETBACK: 20 W w26 � 8 2,400 sf 8 2,400 sf 4 8 2,400 sfcn
53 N N � 17 2,400 sf 4,194 sf 1 0120' MERIDIAN CITY R-15 (ZONE) o c i cn o 0 0 o N N o o I SEWER EASEMENT MINIMUM LOT SIZE: 2,000 SF ~ u , _, o6,287 sf `DN 9 2,400 sf N N 9 2,400 sf N ° 0 N 9 2,400 sf N I18 2,400 sf c„ 31 T , , FRONT SETBACK: 20' � ui z "0 0 0 0 `V o 0 47 OW o °m o FLOOD ZONE A (GARAGE-MEASURED FROM ROW)105' 10 2,400 sf 10 2,400 sf 0 10 2,400 sf 4,195 sf I 2610 FRONT SETBACK (LIVING SPACE): 10' I z o
T 0 0 N N o oN 609 N19 2,400 $t N N N 105' REAR SETBACK: 12' rT, `noe 100' 02 ° 100' ° 100' 0 1 9% m INTERIOR SIDE SETBACK (MIN.): 3' LD o25 52 100' 1h° m � STREET SIDE SETBACK: 20'11 3,786 sf 11 3,884 sf 11 3,757 sf 3220 3,418 sf r) 20 1 MERIDIAN CITY 1 °1� 1 0"
6,430 sf Toe=� � � _"� 5,359 sf rLij
116' �0 20 114' 1 UTILITY EASE. 1 1 o N1LEGEND p�N � e°l r°B o � N 65' 33 1,790 sf I 1 11 o 1 W N - - BOUNDARY LINE "'� 0- o63' 51 31,563 sf - - _� - - - m o55' So W JACKSNIPE DR. 34 2,068 sf N 60' I o I RIGHT-OF-WAY (ROW)-----------------
24 32' 01_ LOT LINE
50' 50 53 50 50'�ro 5� / 53 50 50 50 I o o LOT LINE 0 SETBACK
e 1 ° ITD STORM - - - - - - - - UTILITY EASEMENT LINE
CD 49 ro6 � 35 � I 1 1 oe 1 1 6DRAINAGE POND
10,056 sf Lo 48 �n 47 eoi �° / 57,420 sf N 46 0 45 44 43 42 0 41 40 39 38�T 8 37- 36 0 8,689 sf SCALE 1 "=60'
6,517 sf _ N6,010 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 ---L------------- o -- JDWG.DATE 08/25/23
L------------ °��---- --- 242PROD. No. 220721
BLOCK 363 55' 50' 50' 50' 50' 57' 60' 205' 9ov 7 1 I $H E ET 1 0F 1
22,368 sf ` 80'sf I / 7 0.51 Ac - I
50 50 0.91 Ac 7 /
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- W. WALTMAN LANE �� NO°19'35"E
S.13 NO°03 55 E
S.13 S.18 INTERSTATE 84
25.00' CITYLIMITS --- -- -- -- __ Cl T LIRITS _ _ 25.00
R-8 1 3 � I f�� -40 \ 1 — — — — — — —
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RUT N 1 1 2 3 4 5 6 7 8 o o OVERLAND ROAD LL] M o m
\2\ 1/4 O g O 000
00
V UNPIATTED RUT 9 11 - 0 w =
irk I 4 \ W o > o 0
v Lo LocK�o VICINITY MAP w 0 z �,
W c� w g c
i� R_8 10 III R-40 \ 0 w -
r m W BROWN TROUT DR.�� p A PORTION OF SECTION 13,
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:zU R-15 11 \ 1 C-G T. 3N., R. 1W., B.M., MERIDIAN, ADA COUNTY, IDAHO = rn Li
S89052'43"E 250.00' z 1 UNPZ 4 TTED U
12 w LEGEND
\ II PROPOSED
1 - 1 2 3 4 5 6 7 8 9 �� cal I 1-84 MERIDIAN
C/TYL/R/TSB MERIDIAN CITY LIMITS
47'ROW Lo 13 0 _j 0 1 DEVELOPMENT EXISTING ZONE LINE & DESIGNATION
CITYLIMITS R_8 1 00 I � z, I C-G
BLOCK 4 2 ,y PROPOSED ZONE LINE & DESIGNATION U o
14 �- R-8
PROPOSED ZONE LINE QCD
75 2 - PUBLIC ALLEY r I � � � � � � � � �
Lj CD
rn
BOUNDARY LINE z N CN o 0
50' oW BLOCK 5 15 I RIGHT-OF-WAY LINE 0 Y � 0o C'
THE LANDING 1 2 3 4 5 6 7 8 9 < - I U � o c�
SUBDIVISION NO. 9 2 13LOT LINE :20 o_ -
BLOCK 14 3 \ co U
a r 16 0 0 LOT LINE Y Q o
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R-4 6 47'ROW 3 Z �' 17 co - 4 I I - - - - - - EASEMENT LINE z m Z
Y PHASE LINE & DESIGNATION
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17 5 5 19 SITE DATA
R-40 II C-G SITE AREA 37.87 ACRES
2 3 4 5 6 7 8 I UNPLATTED SINGLE—FAMILY LOT AREA 9.78 ACRES (25.83%) z w z
j 6 1
20 TOWNHOME LOT AREAS 2.83 ACRES (7.47% o o w
8 6 o� MULTI—FAMILY LOT AREAS 12.19 ACRES (32.19%� m w w
1 RIGHT—OF—WAY 5.36 ACRES (14.15%) z o m w
BLOCK 6 1 1 1 1 47'ROW 21 4 I Lo SHARED DRIVEWAYS 0.12 ACRES (0.32%) Z o > z
7 � < cl
�� T 2 BLOCK 10 2 N COMMON LOT AREA 7.59 ACRES (20.04%) o o o
Jo_ z
TOTAL RESIDENTIAL LOTS: 128 o w o
W. RUDDY OR.
I W RUDDY DR. 0 1 ~ I W ATTATCHED—TOWNHOMES: (ALLEY LOAD) 45 (35%) cn
z z
59 - CITYLIMITSLo
35 WIDE—SINGLE FAMILY: (ALLEY LOAD) 16 (12%) C) o z m m
1 40' WIDE—SINGLE FAMILY: (FRONT LOAD) 29 (23%) � = z o z
wzo -
50' WIDE—SINGLE FAMILY: (FRONT LOAD) 20 (16%)
0 58 00 1 C-G 23 0 60' WIDE—SINGLE FAMILY: (FRONT LOAD) 18 (14%)
C.0
o � ' I z TOTAL MULTI—FAMILY LOTS: (280 UNITS) 2
� 24 5 I I � 0 Ccn
D
6 ci
0 00
57 ' W BACKWOODS DR. j I TOTAL COMMON LOTS: 20 UJ N
cn
2 cn W ft
' 25 _I COMMON AREAS—SINGLE FAMILY: 9 �
- 00
9 PROPOSED 1-84 MERIDIAN CENTRAL COMMON AREA: 1 cc O 00 oN
1 ° 1 I SHARED DRIVEWAY: 3 `J
10 26 o z II DEVELOPMENT (C-G) W o ,�
THE NDING o v 56 0 0 0 o O Y COMMON AREAS MULTI—FAMILY: 3 � _
SUBDIt/l lON NO. 9 o O I 2 2 11 2 I w TEN MILE CREEK: 2 0 0 0
BL CK 16 3 Z m
3 0 3 ° 12 3 ° 27 w II I-84 BUFFERS 2 < z c
47 W o 0 0 0 �_ TOTAL LOTS 150 0 g
55 4 4 4 Ln O I o
1 0 28 1 I�
° 5 R--z I RUT z w o
' S 5 � 14 5 a � TOTAL DWELLING UNITS 408 � 0-4
R-4 4 0 0 � o y m
6 ti v co 6 a 0 Y 6 Y a I 5 UNPLATTED p c
m
54 m � 29 U 6
U W 15 0 1 o BL K 1 GENERAL NOTES
7 0 a O 7 0 m7 vi m I V
a 0-m m 0 0 1 0 0 30 �I 1. SANITARY SEWER: TO BE SERVED BY AN EXTENSION OF MERIDIAN CITY SEWER SYSTEM.
26 � 8 8 � 17 8 I U I
53 0; o o cn o to 2. DOMESTIC WATER: TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM.
• 9 9 8 9
0 18 0 0 47'ROW 31 I 13. IRRIGATION WATER: WILL BE PROVIDED TO EACH LOT, WITH A NEW NMID PRESSURE IRRIGATION PUMP STATION. THE PRESSURE IRRIGATION SYSTEM z
THE NDING 10 10 19 10 y I WILL SERVE ALL PHASES OF THIS SUBDIVISION, IN ACCORDANCE WITH IDAHO CODE 31- 3805(1)(b). THIS SUBDIVISION FALLS WITHIN THE o
SUBDI�I ON NO. 11 25 0 0 0 -0- NAMPA-MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT.
BLOCK 19 52 1 11 11 20 11 32 I cn m o
4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY �j ,1
I OF MERIDIAN AND CURRENT ADA COUNTY HIGHWAY DISTRICT STANDARDS. W o c
51 R-15 33 w
� ' � ' ��' � 1 ��-" 5. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR ALL PUBLIC UTILITIES OR IRRIGATION FACILITIES LOCATED OUTSIDE OF THE PUBLIC O -':�:
_ z
24 R_8 W JACKSNIPE DR. 34 , I I ' I RIGHT-OF-WAY. cw w o
4 � l �I1
3 RUT 6. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION, AND LOT DRAINAGE �I = ¢ o
OVER THE FIFTEEN 15 FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED Q ~ Q
49 ITD STORM ( ) E35 -� 6 I DRIVEWAYS AND WALKWAYS TO EACH LOT. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A FIVE 5 FOOT PUBLIC UTILITIES, IRRIGATION AND z o = z
48 47 46 45 44 43 42 41 40 39 38 37 36 00 DRAINAGE POND ( ) � �
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
R-8 I TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. M J \ w
ICI �
25 BLOCK 3 1 7. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH APPLICABLE MERIDIAN ZONING AND BUILDING ORDINANCES. Lun i �
7 I LLJ
= C/')
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 50 7 7
__ » PANEL 16001CO232H, DATED, JUNE, 19, 2020. C)
R-8 R-40 - N84°03'28 F- CITYLIMITS�r %w z o
-- -- -- -- -- -- -- -- -- _- _ �, 3»W 275.7 43.2 9. DIRECT LOT ACCESS TO W. WALTMAN LANE IS PROHIBITED.
0 5� 1! '�� w
-- -- -- -- -- -- -- -- -- -- I Q
N89°58'43"W 999.42' S82 2 - 10. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS 0
1 OF THE CITY OF MERIDIAN.
I 11. LOTS 4 & LOT 5, BLOCK 10 ARE DESIGNATED AS MULTI-FAMILY LOTS.
SCALE AS SHOWN
I 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
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
WS INTERSTATE 84 1 ASSIGNS.
1 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. No. 220721
DRIVEWAY LOTS SHALL BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SHEET 1 OF 3
80 40 0 80 160 240 14. LOTS 2 & 6, BLOCK 10 ARE OPEN LOTS WITH BLANKET EASEMENTS FOR TEN MILE CREEK AND THE CITY OF MERIDIAN SEWER EASEMENTS. TEN
MILE CREEK IS UNDER THE JURISDICTION OF NAMPA-MERIDIAN IRRIGATION DISTRICT (NMID) AND THE SEWER EASEMENT IS UNDER THE CITY OF TITLE
S.13 1/4 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.
/220721-PRE.DWG
G I CE 1 /16 60 30 0 60 120 180
W. WALTMAN LANE - - W. WALTMAN LANE - - - � - - -
O 1
EP EP >SS EP > EP �60:FP FP 18 1 FP -' OP _ OF SCALE IN FEET o N
OP OP OP OP OP OP (ti CP �60� i` P °�^ - - EP - EP= cr O Q
° SITE DATA U
o �
-13,391 sf' 9,064 sf 3 ° 1 3,251 sf W z 00
- - �- - - - 0.31 Ac 0.21 Ac_- SITE N ram. \ N 0.07 Ac _ _ - - - - - _ _ _ SITE AREA 37.87 ACRES
PIR Iz
I o I I PIR IR PIR \ `�� `� pap O
15 N $ SINGLE-FAMILY LOT AREA 9.78 ACRES 25.83% g =
I 50 I - - - - - - - - - - - - - - - - - \ �; �$\ PUMP STATION TOWNHOME LOT AREAS 2.83 ACRES (7.47% o > o
BLOCK 3 I I \\�� �/ MULTI-FAMILY LOT AREAS 12.19 ACRES (32.19%� o
w s. z
25, \� 14 MULTI-USE PATHWAY RIGHT-OF-WAY 5.36 ACRES (14.15%) � ,�, Q
- 1 21 2 _ 3 4 5 6 7 8 m BUILDING ��� o \ \ 0 0
�_ I A 1 � m SHARED DRIVEWAYS 0.12 ACRES (0.32%) W
6,601 sf 5,500 sf 5,500 sf 5,500 sf 5,501 sf 5,515 sf 5,515 sf g M �� �D 1 �� \ PROPOSED COMMON LOT AREA 7.59 ACRES (20.04%) Z '� w
8,069 sf IJ� 1 \ 1-84 MERIDIAN �' m
°
N I \ DEVELOPMENT L TOTAL RESIDENTIAL LOTS: 128 O
NOT A PART I - - - - - - - - - - - 4 I \\ \ _! ATTATCHED-TOWNHOMES: (ALLEY LOAD) 45 (35%)
60' So' So' So' So' So' 50' P- 1
BLOCK 10 I \ BUILDING \ \ , , 35 WIDE-SINGLE FAMILY: (ALLEY LOAD) 16 (12%)
w w w w 10 %, o - \ \ FLOOD ZONE A 40' WIDE-SINGLE FAMILY: (FRONT LOAD) 29 (23%)
w o 1,670 sf N so' w w _w 50' WIDE-SINGLE FAMILY: FRONT LOAD 20 16%
W BROWN TROUT DR. �-
ss< 55< Ss - 0->ss o 60' WIDE-SINGLE FAMILY: FRONT LOAD 18 14%r------- s \ \ \ ( ) ( ) c3
> \ ° S \ \ I 1 \ �\ TOTAL MULTI-FAMILY LOTS: (280 UNITS) 2 o
_ z
35' 35' 35 35' 35 35' 35' 0 p ' - - - - - \ z o
® ® 107 I 73 o Y o TOTAL COMMON LOTS: 20 W M 0 00
12 I _ w
>SS 25 - --==�T 4,200 sf I I 0 \ Ior_ J g O 00
T, e w COMMON AREAS-SINGLE FAMILY: 9 W o z
w 1 0 2 3 4-T° e`5 6 7 8�\ 9 105' I I cLueHousE O v I CENTRAL COMMON AREA: 1 w a -
1 �, w 4 ' ow I I ;O 1 I SHARED DRIVEWAY: 3 W o o N
(O c/7 (n N (n Vl (n (n (n cn .
6,772 sf eo
6 13 I 1 I COMMON AREAS MULTI-FAMILY: 3 > w z ,
w o o °� w \cam. 4,182 sf I Z W LiJ Q
Ld
104' 1 I ,.,; r;�r e I I o o I o m o I TEN MILE CREEK: 2 Q z I 0 6
1 23,804 sf 1 ® ® F BLOCK N 6 I y ® I y o Ili 2 I I-84 BUFFERS 2 J r- Li
V 1 0.55 Ac ° 18' 35' 50' ^ o a 14 I T a U aD+ t w a 0
\4,183 sf I I � V' " TOTAL LOTS 150 =
^ f f 3 BUILDING n z 59,096 sf U
i5 2 ° ° PUBLIC ALLEY o
6,259 sf w I B I Iz 1.36 Ac PROPOSED TOTAL DWELLING UNITS 408
1 - - 1 18 35 _PIR BLOCK 5� 50 15 °e I I 1l 1-84 MERIDIAN
PIR p\R a W m o a I m 1 DEVELOPMENT
84, 50 O I > 4,183 sf °f I I 1 y ® I o I o GROSS DENSITY:
2 I� 1 2 3 4 5 6 7 8 9 a I POOL PA T ~ ~ 1 SINGLE-FAMILY, 41 UNITS: (R-8 ZONE) 4.17 DU/ACRE
z I 1 ATTATCHED-TOWNHOMES & SINGLE FAMILY 87 UNITS: 7.13 DU/ACRE
3 3 4,438 sf cn o � cn cn cn cn cn cn o cn N a r 1 U
s,261 sf � ` ( 101' Q rn o 0 0 0 o I O o N g � 16 I W I I 1 (R-15 ZONE) Q
N rn w a"'o o"'o oc a"'o o"'o Oq � ^ a 4,184 sf I N
47'ROw ° �' "' "' �' "'I �' "' Ln m I ^ I I II MULTI-FAMILY, 280 UNITS: (R-40 ZONE) 17.67 DU/ACRELij CD
(nN � -
3 WI Ui M ° I I m 20' MERIDIAN CITY OVERALL GROSS DENSITY: 10.77 DU/ACRE z Q o
° BUILDING O Y
6 I 4,025 sf ,g ° 0 17 I 4 L 1 W ` SEWER EASEMENT o cn 0O
Y W Y 35 35 35 35 35' 35' 35' 4,185 sf O I T I AVERAGE LOT SIZE SINGLE-FAMILY) 5,132 SF U o o^�
U 4 0 > N N Go I I 281,934 sf
6,264 sf to a Y I I AVERAGE LOT SIZE TOWNHOME) 2,739 SF > Q Z o
w w w w° I m 6.47 Ac I
0° =13 ° 4,024 sf o - - - -� W EIDER DR. - - 18 I W y I - I I1 EXISTING ZONE C-G Y Q N U
U o o"�
z m o 'v
>SS ;� >SS o y 1
3 0° � � 4,185 sf I ® � T 1 I l I 1 PROPOSED ZONES R-8, R-15 & R-40 z m �, � � ;_
I T
5 5 5 w 40' 40' 40' 40' 40' 40' 40' I I °e I `� II COMMON LOTS-SINGLE-FAMILY/TOWNHOME (R-8/R-15) 4.05 ACRES
�0 4,023 sf a ® ® ® � 19 I I I a I 1 I +_14'
1- 4 BUFFER 0.916,266 st ti 101' 4,186 sf I BUILDIN - MULTI-USE PATHWAY
I 2 3 4 5 6 7 8 I I I I BUILDING � D �, WALTMAN LANE BUFFER 0.31 ACRES
104 0 6 N 1 3 ° I C ,°e W I n y - - I I BUFFERS (W. RUDDY DR. & S. KEARNEY AVE.) 0.16 ACRES
O cn O cn O cn O cn O cn O (n O cn O (n > r w d
3,909 sf �� o o o o y o o co n 0 20 �60� I I a° 1 _ Eli 50' TENMILE CREEK CENTRAL COMMON AMENITY AREA 1.70 ACRES o o
86 N N N N o c" N 4,187 sf I p z w Z
W � I I I _ PEDESTRIAN MICRO-PATHS 0.17 ACRES
18 6 o oow �
' I ro I I o I IRRIGATION POCKET PARK/S. KEARNEY AVE. BUFFER 0.55 ACRES o w o w o
6,268 sf I B 3 0 m N
1 I I I l EASEMENT 50' EACH END BLOCK BUFFERS 0.13 ACRES J w
104' I BLOCK 6 40' 4 OW 21 I I l y 4 T I SIDE OF CENTERLINE COMMON DRIVES 0.12 ACRES z z m z
7 1,492 sf / PIR PIR PI P I I I l 2
1 3: 8 105' BLOCK10 z � o � z
;di10 FT. PATH a - - - - - - - - IR ( �� T N COMMON LOTS - MULTI-FAMILY 3.25 ACRES o F o
a w H� �GR F- - - - - - - - - - o - -°-10 FT. PATH I ° ^ 1 PEOEsrPIAN 1-84 BUFFER 0.51 ACRES w o o w
Zw
W. RUDDY OR. EG W m `� goo 1 O FT. PATH 10 FT. PATH F 10 FT. PATH eRI�GE 10 Ff. PATH (BY OTHERS) J z
_ - L - - - - - - - - - J WALTMAN LANE BUFFER 0.21 ACRES o w � o
-RUDDY DR. EGR2607� ^ 1 y P R PIR
�y W ~ I WALTMAN LANE BUFFER/PUMP HOUSE 0.07 ACRES z w
TEN MILE CREEK/MULTI-USE PATHWAY 2.46 ACRES o z m w
59-1,483 sf° a � w '10,162 sf ti L ------------ -- o-J $$ / 1 81' i QUALIFIED OPEN SPACE (16.72%) 6.34 ACRESUj
104' - - - - - - - - - - 1 I Q --0.23 AC--- -� ss >SS , e >ss o a0 °y
I 74,017 sf o � _ 0 299 o i I (15% REQ. QUALIFIED OPEN SPACE = 5.68 ACRES)
1 - w m � JLLLWj
10' 1 1-84 BUFFERS (50%) 0.71 ACRES
58 2601 I 1.70 Ac 1 T - - - - - _ _ _ _ Il
6,274 sf 1 1 r 23 1,393 sf m I I WALTMAN LANE BUFFERS 0.59 ACRES � o CD
_ _ _ _ _ _ N 3 I BUFFERS (W. RUDDY DR. & S. KEARNEY AVE.) 0.16 ACRES W_
_ _ _ _ ° cn I CENTRAL COMMON AMENITY AREA 1.70 ACRES � �
- 105' � - J PIR o o ^ ® 24 I I ® 5 � I I _
L r
4,190 sf 1 I PEDESTRIAN MICRO-PATHS 0.17 ACRES � CO
® ° 6 cn 6 1 v� � o
w w ' N l J 00 N
57 105 I BUILDING E n I POCKET PARK/S. KEARNEY AVE. BUFFER 0.55 ACRES � O --
ss< 125'-PIRA m ^ I m t TEN MILE CREEK/MULTI-USE PATHWAY 2.46 ACRES
2 6,277 sf ®� �� 25 tib BUILDING o o / o
g 3,299 sf ^� a e� 4,191 sf 0° I
20' - ° ti ° y 1� 1 SINGLE-FAMILY/TOWNHOME AMENITIES: MULTI-FAMILY AMENITIES. 000
LO � o o ° m -o
1 3,414 sf M �M 1 3,307 sf 101' 20' 1\,531 f N °g __ I IW l I 1. PLAYGROUND 1. CLUBHOUSE AND POOL FACILITIES o Q 00
Y 56 o I ° 100' ° ° 100 ° N ° 10 2,4o6Osf N ° 100 tee° n I 26 I �d cazEeo 1 I w Z I 2. HALF BASKETBALL COURT 2. PLAYGROUND WITH COVERED SITTING AREA O o^
0 6,28o sf 2 2,40o sf 2 2,40o sf 100' o m_ 2 4,192 sf 1 1 1 z I Y I 3. PICKLEBALL COURT 3. CONNECTING PATHWAYS w
O cv C 4 N N 2 2,400 sf N 9 °
J cV 1 1 2,400 so N N ° T0B 6 PI C PICKLEBALL
LL OPEN n w w PROPOSED 4. CENTRAL COMMON AREA WITH PATHWAYS 4. OPEN GRASS AREAS :ft z o
3 m ^ o o o o ° 0 ° o GAREAY 1 o Q v II 1-84 MERIDIAN 5. CONNECTING PATHWAYS 5. MULTI-USE PATHWAY N 0
N 3 2,40o sf N N 3 2,40o sf N a N 3 2,400 sf N a o 27 I I I 6. OPEN GRASS AREA 6. PLAZA, SHADE STRUCTURE & BENCHES o
N 12 2,40o St N PAY 1 I w DEVELOPMENT
47 Row o 0 0 0 -0-0 0 0 3 4,192 sf I srRucruPE o 3 � J I 7. POCKET PARK 7. PICKLEBALL COURT
55 b I N 4 2,400 sf N N 4 2,400 sf N I 3 ° N N 4 2,400 sf N ° y
13 2,400 sf N I I _ Z
6,282 sf ° ° ° ° ° ° ° ° Nw a°o 28 I I 1 n o n oaal �� ;� I I� BUILDING SETBACK DATA
3 N 5 2,400 sf o� 5 2,400 sf N W o_ N 5 2,400 sf N /�> `r 4,193 sf I
`" N o o o a I 2 5 I o I R-8 (ZONE) R-40 (ZONE)
0 o J o o M Y 14 3,000 sf �, J 0 o Z I 249,101 sf I m ~ I I MINIMUM LOT SIZE: 4,000 SF MINIMUM LOT SIZE: 1,000 SF
4 a w U a a' Q BUILDING 5.72 Ac ® I s I FRONT SETBACK: 20' FRONT LOCAL SETBACK: 10'
a � 6 3,000 sf ti� v o 6 3,000 sf o ¢ a O ° v R U 6 3,000 sf ° r Y I F I y '
54 o I I Y m Y Y °J° 15 3,000 stI m O Q u) 29 U I BL CK 10 T 3 - - - 6 I GARAGE-MEASURED FROM ROW)) FRONT, COLLECTOR SETBACK: 20'
6,285 sf " U � Up 1 w3 m 4,718 sf o I I I FRONT SETBACK (LIVING SPACE): 10' REAR SETBACK: 12' o C6
> - 7 3,000 sf OJ J 7 3,000 sf ° ° > 7 3,000 sf I ° En 00 I I I I l 47,718 sf REAR SETBACK: 12' INTERIOR SIDE SETBACK (MIN.): 3' Q m
a
= M-0-0-m m ° 0 M tea- N 16 2,400 sf o N M-0-0 M I I I I 1 1.10 Ac INTERIOR SIDE SETBACK (MIN.): 5' ' c i o
INTERSTATE SETBACK: 50
3 o 0 30 I I N I 1 STREET SIDE SETBACK: 20' W '`� - �
26 _ 8 2,400 sf o $ 2,400 sf ^� $ 2,400 sf N I BUILDING n 1 lcr
53 can N o o N aN ° ° N N N 17 2,400 st N `\' -0-0 "' ^ 4,194 sf I I B I I 20 MERIDIAN CITY R-15 (ZONE) O o ci
0 0 o I m I SEWER EASEMENT MINIMUM LOT SIZE: 2,000 SF
6,287 sf `� N 9 2,400 sf N N g 2,400 sf N 4z N g 2,400 sf N ° I I 3 I FRONT SETBACK: 20' V1 z
U) o 0 0 0 N 18 2,400 sf N o 0 4 ' OWE 0 31 I _ _ _ _ _ _ I T°m o FLOOD ZONE 'A' ¢ z
\ (GARAGE-MEASURED FROM ROW) Q o o' o
105' ^ 3 ° 4,195 sf I I a�o I FRONT SETBACK (LIVING SPACE): 10' z z
N 10 2,400 sf N N 10 2,400 sf N a � 10 2,400 sf � ° ,
roe ao 0 0 0 0 p 0 ° N ° 19 2,400 sf N t `�' N 105 I o y i I , _ Q
If gU G REAR SETBACK: 12 z c�
100 0 1 100' / o ° I ° I J m INTERIOR SIDE SETBACK (MIN.): 3' O o
25 \52 786 100 o e N I �I 1 STREET SIDE SETBACK: 20' �-+ - o z
_ 11 3,786 sf 11 3,884 sf 11 3,757 sf _ 32 I I 1 m I J �
6,430 sf r0B o 0
20 3,418 sf M I o ^
20' �� /a� 20' 5,359 sf s e
I I � \14' MULTI-USE � W � ,
116' o / 114' I - - - - - - I 1 N 1 PATHWAY LEGEND pC ¢ = o
63' 51 ° w w w w W -1,790 sf plp p W N z
Fill oCQ
N - 3 - 65'-33 �� I l - - BOUNDARY LINE o z
1,563 sf c�� T -� � S~ >SS
-eo W JACKSNIPE DR. 34 2,068 sf � 6o I I I do n a o I I RIGHT-OF-WAY (ROW) Q
N I II 1 U
55' om
24 32, 50' 50' 53' 50' 50'�To 01-50' 53' 50' 50' 50' i 1 BUILDING G j i I LOT LINE of
801 I I
_o-o- LOT LINE 0 SETBACK
�608 TOB °y 3
�� ITD STORM PROPOSED WATER LINE
49 r°B e - - - - _ - I �IMP�N��NPN 6 I DRAINAGE POND W WITH FIRE HYDRANT
10,056 sf 1, 48 �, 47 35
'2 7,420 sf � 6,517 sf N 46 0 45 44 43 42 0 41 40 39 38�T B eO137- o_36 0 8,689 sf I - - - - � -�S 1 >ss PROPOSED SANITARY SEWER LINE SCALE 1 =60
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------------- __-- -PIR PROPOSED PRESSURE IRR. LINE
N I I DWG.DATE 07/05/23
w w _ --- v� I PROPOSED STREET LIGHT
23 BLOCK 3 L------------RI °� ----- 242' PROD. N0. 220721
° PROPOSED SURFACE FLOW
63' 55' So' So' PIR So' So' S7' so' I 1 1 PROPOSED CURB AND GUTTER SHEET 2 OF 3
7PiH
=2,368 sf _180' dill
39,549 sf 0.51 Ac I PROPOSED CONC. PATHWAY/SIDEWALK
PRE- 1
50-0.91 Ac
didddidd �T dill.did'd�� I� I PROPOSED VALLEY GUTTER
E: - - - -_ - - - - PROPOSED STORM DRAIN COLLECTION SYSTEM
-- -- -- -- -- -- -- -- ----- -- -901 80 ter- - �901 I I AND SEEPAGE BED /220721-PRE.DWG
ROW 47I-0" ROW Q
7'-o" 33'70" 7'-o" p CV
O
Q
oI 5'-0" 16'-6" 16'-6" 5'-0" I w Z
LLjo \ I 14'-6" 14'-6" I Q pZ O
\ LL g
Q
N
SLOPE 2.00% O W p
U O —
02 C J Z
W. WALTMAN LANE — — �P � O
CE 1/16� � 14"-6" MINUS PIT RUN W U p
S.1 3 EP FP FP FP W. WALTMAN LANE CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE I�
_ CRUSHED GRAVEL CURB & GUTTER (TYP.)
OP 0� OP OP 0 OP OP EP 2 1/2" ASPHALT
SIDEWALK SIDEWALK W
(TYP.) AS PER PLANS (TYP.)
PAVEMENT 4" - 3/4" MINUS CRUSHED
° 1 ° ° 3 ° 1 GRAVEL (COMPACTION 0
- - - - - - - _ _ — a\ - - - - - - REQUIRED)
IN IR . - - - - N 47' RIGHT—OF—WAY
BLOCK 3 PUMP STATION NOT TO SCALE
cn
1 n 2 3 4 5 6 7 8 n
� N
m
9 \2\ ? p N
ROW 60'-0" ROW H o CD
NOT A P RT I L Z
4
LOCK 10 3'-6" 4'-6" 51'-0" 4'-6" 3'-6" W p
Z I
W W -o w - 10 0� w L1 W— L \ 8'-0" 25'-6" 25'-6" 8'-0" O 00
W BROWN TROUT DR. �� I \ O � _
sb �'S< - - 11- CD
p - - - - p Q co
- - — � — �
— � I 21'-0" 21'-0" I W
z o > �
_ o
> Lr-
® I� 7 SLOPE 2.00% SLOPE 2.00% W Ld W Q c
12 LLJ \ Ld I� a
>ss w 1 2 3 4 5 6 7 8 9 �� v a rn Li
_'__
1 4 �RO 13 -I W� 14"-6" MINUS PIT RUN
1 O J O 4"-3/4" MINUS STANDARD VERTICAL CONCRETE U
p7 CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK
SIDEWALK 2 1/2" ASPHALT (TYP.)
1 V) AS PER PLANS
BLOCK 4 n a l 2 LL I (TYP.) PAVEMENT 4" - 3/4" MINUS CRUSHED
14 I ►-
5 2 PUBLIC ALLEY r r I GRAVEL COMPACTION
I REQUIRED)
- -1 15 60' RIGHT—OF—WAY w/ is
P o'RO . BLOCK 5 � I NOT TO SCALE U
2 1 2 3 4 5 6 7 8 9 a� n I Q CD
3 a 5 16 C�0 z NN � o
� o
_c rn 47 ROW 3 nN Y I . I I Row sol-o" Row 0 Y N 00 o a
I
s Y 3 Y \ 17 vo I 4 1'-0" T_0.. 3s'-o" T-o" 1'-0" c m o
4 Q �' � = m I � azo �
m U o W EIDER D , ao I I I s'-o" 8'-0" 8'-0" 5'-o" U o —
O 4 w �- w° w O 18,-0" 18'-01, Y N Q a>
c >ss %.S 18 I L L] w of of ..
N m t 16'-0" 16'-0" CIJ Z m o v
17 5 I I I I z
5 19 I SLOPE 2.00% No
6 2 3 4 5 6 7 8 N I DD
I W
II
1 n 20 + I 14"-6" MINUS PIT RUN
18 6
I I CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CRUSHED4' MINUS GRAVEL CONCRETE
1 d ^ SIDEWALK CRUSHED GRAVEL ASPHALT CURB & GUTTER (TYP.) COMPACTION SIDEWALK 'm w y
BLOCK 6 4 TRO 21 4 I PAVEMENT AS PER PLANS ( z = Z
a (TYP.) REQUIRED) (TYP.) o
o ¢ = �
PIR PIR Z o
] - BLOCK 10 �' 2 Z
w - - - - - - - - - - - - �- 60 RIGHT—OF—WAY w/ DETACHED SIDEWALK - wmz
V. RUDDY DR. L - - - - - - - J NOT TO SCALE zo � J5
v RUDDY DR. o e N t IR �� UTILITY NOTES Z o } z
n ¢ Z o
- n I
59 — — — — 1 w — — — — — — — — — — — — 1. SANITARY SEWER: PROJECT WILL SEWER FROM AN EXISTING z
® CD
r — — — a W — — — — — — >SS >ss SEWER MAIN LOCATED IN W. WALTMAN LANE. THIS PROJECT z
58 N 7� a D I I LIES WITHIN THE TEN MILE SEWER TRUNK SHED. SEWER WILL o w
n 23 - I BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS ROW 54I-0" ROW z Z w
F C ) aw >
r 3 OF THE CITY OF MERIDIAN AND DEQ. w
L - - - - - - - J PIR L — - - - - - 24 5 I I s'-o" 30'-0" 15,-0" i? Z Jm
N = w z o 0
�— w n I 6 2. WATER MAIN: A 12" WATER MAIN IS EXISTING WITHIN W. z
57 25 n 9'-0" 15'-0" 15'-0" 8'-0" 5'-0" 2._0"
kCKwoonsnR. I WALTMAN LANE AND AN 8 WATER MAIN IS LOCATED IN W.
RUDDY DRIVE. THE PROJECT LIES WITHIN PRESSURE ZONE 3.
9 0 a n , y _ THE WATER MAINS AND SERVICE DESIGN WILL CONFORM WITH I I ' o
M 1 1 1 I z THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. SLOPE 2.00% o I
�I � 00
10 26 O o I
v 56 3 2 0 2 0 0 2 0 O w 3. IRRIGATION: PRESSURE IRRIGATION WILL BE PROVIDED TO ;ft � "t a'
OJ 11 r w EACH LOT WITH A NEW PRESSURE IRRIGATION PUMP STATION CO 00 o
3 00 I ° ° 0 ° N Q' 20"-6" MINUS PIT RUN Cn n o
3 3 12 f 3 27 cn U I THAT WILL BE LOCATED ADJACENT TO TEN MILE CREEK. THE O
n 3' WIDE 4"-3/4" MINUS CONCRETE
47 ROW , o o N o w PRESSURE IRRIGATION SYSTEM WILL SERVE ALL PHASES OF GRAVEL SHOULDER CRUSHED GRAVEL W x
0 J_ SIDEWALK o
55 n 4 4 n 4 cn I TANNER CREEK SUBDIVISION AND WILL BE OWNED AN 3" ASPHALT (TYP) v~i ``
13 cn � PAVEMENT
0 0 0 0 ^ 28 IZ I MAINTAINED BY NAMPA-MERIDIAN IRRIGATION DISTRICT. ALL 4" - 3/4" MINUS CRUSHED Q o
5 5 � 5 I 5 w IRRIGATION STRUCTURES, LINES AND DRAIN LINES EXCEPT GRAVEL (COMPACTION O o 00
co 14 �' a H REQUIRED) _p
4 0 a 0 v ° Q rn o 3 M STREET STORM DRAIN LINES SHALL BE RELOCATED OUT OFLi z
6 I� ao 6 a O cYj 6 } Y f fi I THE STREET RIGHT OF WAY. rj4 RIGHT—OF—WAY (CORPORATE DRIVE) 0 oco
54 W m 15 j o 29 o BL CK 10 Icz
O a O o m vi J 4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED NOT TO SCALE O z w o
7 m m 7 0 16 ] 0° I ON-SITE. STORM WATER WILL BE HANDLED VIA MANHOLES 12 C-4
0 0 o n I I y rn
2s 8 8 C o 30 I AND/OR SAND AND GREASE TRAPS AND A SEEPAGE BEDS N c
53 o o N"' 17 8 cn I SYSTEM. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED o 0
n 0 ° IN ACCORDANCE WITH THE CITY OF MERIDIAN AND ADA ROW ROW
9 9 18 9 31 I COUNTY HIGHWAY DISTRICT STANDARDS. so'-o"
3:: o 0 0 0 4 'ROW I I I
25 10 0 10 0 19 } 10 0 I` I 5. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR s1'-o"
52 11 11 ° 11 32 I ALL PUBLIC UTILITY OR IRRIGATION FACILITIES LOCATED s'-0" 2s'-s" 25'-5" 5'-0"
20 OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. r?
N I I 21'-0" I 21'-0" z
51 w w -o w 33 �O n I o
SLOPE 2.00% SLOPE 2.00%
>ss W 11 APE DR. >SS 34 I J � � o
21It
I ( o
14"-6" MINUS PIT RUN W W
CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE O
49 6 I SIDEWALK CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK Z
48 47 35 I 2 1/2" ASPHALT AS PER PLANS
46 45 44 43 42 41 40 39 38 37 36 _ J
y t (TYP.) �
———— —————— TYP' LLJ
PAVEMENT 4" - 3/4" MINUS CRUSHED (w (-D
GRAVEL (COMPACTION w Z
I REQUIRED) = Q Q
�_ w =W------- LEGEND W. RUDDY DR.
EQ
's BLOCK 3 - - BOUNDARY LINE > `� z
PIR PI PIR PIR P R PIR 7 c�ii I NOT TO SCALE [�] O
_PIR7 __ I RIGHT-OF-WAY (ROW) ^�j Q �_
CD cn
Ic-i M �
50 50 50 7 ___ -d LOT LINE
-- -- -- -- -- -- -- -- -- -- -- - - o 0 0 SETBACK
Z
__ __ __ __ __ __ __ __ - LOT LINE � w = o
I
3 62' ROW 3 2
PROPOSED WATER LINE 25'-0" 37'-0" w z o
w— WITH FIRE HYDRANT —
18'-0" 8'-0" 10'-0" 1' p
I >ss PROPOSED SANITARY SEWER LINE �
I PIR PROPOSED PRESSURE IRR. LINE I o� VARIES 12.s'-18.s' 1s'-o"
I PROPOSED STREET LIGHT I W w VARIES °'-3' o Z
WS INTERSTATE 84 1
PROPOSED SURFACE FLOW X a CROWN
E IIST 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 EXISTING ROAD 4"-3/4" MINUS & GUTTER (TYP.)
SECTION CRUSHED GRAVEL AS PER PLANS GRAVEL (COMPACTION
MINUS CRUSHED PROD. NO. 220721
PROPOSED STORM DRAIN 3" ASPHALT PAVEMENT 20"-s" 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