PZ - Prelimnary Plat Updated 1 /4 PRELIMINARY PLAT FORco
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PAW SUBDIVISION co
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LOCATED IN THE SE 1/4 OF THE SE1/4 OF .= Z
SECTION 35 T.4N., R.1W., B.M. Z
MERIDIAN, ADA COUNTY, IDAHO Z
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UNPLATED 1 ( W
Buildable Lots Buildable Lots Z co
P ,111 I Lot Area Type Lot Area Type I I I I Z W Q0
S89°31'02"E 344.93' 0 �- _ W Q
�d�d 5.06' BLOCK 2 Lot 2 1775 TOWNHOME 1 BLOCK 3 Lot 13 2755 TOWNHOME 2 I I U) o
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j N' °2456" BLOCK 2 Lot 3 1420 TOWNHOME 1 BLOCK 3 Lot 16 9206 LIVE WORK TOWNHOMES \ w
1, sf II I BLOCK 2 Lot 4 1747 TOWNHOME 1 BLOCK 3 Lot 19 9270 LIVE WORK TOWNHOMES V w
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Z II I I BLOCK 2 Lot 6 1747 TOWNHOME 1 BLOCK 3 Lot 21 18236 COMMERCIALCN \ -
O 25' 17' 1T o' o' 0` 0' 25' ;;; I BLOCK 2 Lot 7 1420 TOWNHOME 1 BLOCK 3 Lot 23 2006 TOWNHOME 1 ` I WATERSONG I I I
z o o SUBDIVISION I �pNAL
z I2 LOCKS I 11
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0 z pl- � u - ,,, BLOCK 2 Lot 8 1420 TOWNHOME 1 BLOCK 3 Lot 24 1620 TOWNHOME 1
o 13 I BLOCK 2 Lot 9 1420 TOWNHOME 1 BLOCK 3 Lot 25 1620 TOWNHOME 1 \ G\ST�RF
z m 1 Z 2,506
925 sf, 1 2 3 ,: 4 6 7 $ I BLOCK 2 Lot 10 1420 TOWNHOME 1 BLOCK 3 Lot 26 1620 TOWNHOME 1
4 , 0 0 0 5 0 0 Q9 10 1 1 1 III I BRIDGETOWER�pROJECT
2,003 sf 1,775 1,420 1,747 1,747 1,420 1,420 1,420 II I BLOCK 2 Lot 11 1781 TOWNHOME 1 BLOCK 3 Lot 27 1620 TOWNHOME 1 CROSSING
3 B LDING A 8,044 sf 0 781 719 II
BUILD NG B I I BLOCK 3 Lot 1 3004 TOWNHOME 1 BLOCK 3 Lot 28 2008 TOWNHOME 1 SUBDIVISION SITE �T oP�
WOODBURN WEST F o F
® "I BLOCK 3 Lot 2 1720 TOWNHOME 1 BLOCK 3 Lot 30 2005 TOWNHOME 1 I \ \ I SUBDIVISION I �9�j� P\�'
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25' �20' 25' 25' 20' 20' 20' 20' 25' I
. r ,, . .• {.r f • . , _ BLOCK 3 Lot 3 1720 TOWNHOME 1 BLOCK 3 Lot 31 1623 TOWNHOME 1
W. CROSSWIND STI I BLOCK 3 Lot 4 1720 TOWNHOME 1 BLOCK 3 Lot 32 1617 TOWNHOME 1 �_ I I CHECKED BY:
W. CROSSWIND ST. I ij I I \ , I WINDSONG G \ DAVID A. BAILEY P.E.
- - - _ _ _ _ _ _ _ _ _ _ _ _ _ .�+;; I BLOCK 3 Lot 5 1720 TOWNHOME 1 BLOCK 3 Lot 33 1623 TOWNHOME 1 l SUBDIVISION I DRAWN BY:
BLOCK 3 Lot 6 2595 TOWNHOME 1 BLOCK 3 Lot 34 1623 TOWNHOME 1 I \� DAB/DES
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______� ��-------------------__ jCyll 3 Lot 8 2785 TOWNHOME 2 BLOCK 3 Lot 35 2002 TOWNHOME 1 \ _
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_ II Lot 9 2478 TOWNHOME 2 \ I
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/ 30' 20' 20' 20' 20' 33' � 2 ' � '�'r I I BLOCK 3
r, BL K ,3 w BLOCK 3 Lot 10 2843 TOWNHOME 2
RI THROUG BLOCK 3 Lot 11 2841 TOWNHOME 2 - W. US CK RD.
II UILDI G C P III I On
CLOSE EXISTING CINDER ENTRANCE - - - -
BLOCK 3 Lot 12 2483 TOWNHOME:2] 00 to m
P �I 0 B G �' I TUTU BMBLLE CREEK I v o I
- -- °- 21 02 SF SUBDIVISION 5 z
2,595 - 1,720 720 - _ 3,004 °D P Q II; I 0�
Curve Table II r---, r---
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Curve # Radius Length Chord Bearing Delta W I -- 7mC
P III _ I ipm
�0 -�� �- ye s '� -.-J� �T-�� ,°-� 5� ;;I
C1 50.00 9.06 9.05 N05'4021"E 10'2246 II 1% •° I I l 1,° 1 r 1% •° 1 1° . ° 'i 4,�. r A O r III \
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C2 38.00 14.58 14.49 S78'31'35"E 21'58'53" 20' 2a' - 20' 20'.° 2a•. I - f ;® g I I i� ®i
» � - I�b° ! � I � Common Lots
C3 27.00 42.30 38.11 S44'37'59 E 89'46'05" Z li _ _ _ 4 '
C4 38.00 14.58 14.49 S78'31'35"E 21'S8'S3" li G AS i I � I 11 1 Lot Area Type
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> I p�>r T3' ''20' �0' PO'�r °20' 1 ' � I i I III I
C5 15.00 8.44 8.33 N15'37 57'W 32'13 51 ' r r r r.1 I Z III BLOCK 1 Lot 1 OPEN 925 COMMON LANDSCAPE
I. b "I [ °° O I i J III _ I
850 sf r d _ _ I I III BLOCK 2 Lot 1 OPEN 2003 COMMON LANDSCAPE I
C6 15.00 8.44 8.33 S16'35'54"W 32'13'51" CV II � �- � �� <'� ��- -� �T-�� �`�°°-� ��-�� 1 I � IIIEIEFT
C7 15.00 23.56 21.21 N45'28'58"E 90'00'00" P z I ii j11 BLOCK 2 Lot 5 8044 ACCESS DRIVE ,�- _ - - \
I� BLOCK 2 Lot 12 OPEN 719 COMMON LANDSCAPE
C8 15.00 23.56 21.21 S44'31'02"E 90'00'00" O Lto "'
z II 2,785 28 27 26 25 24 23 /75' NI iu BLOCK 2 Lot 13 OPEN 2506 ARTERIAL BUFFER r
C9 15.00 8.72 8.60 N16'55'04"E 33'19'31 m P ^ dl ><
2,008 1,620 1,620 1,6
� BLOCK 2 Lot 14 OPEN 1709 LANDSCAPE BUFFER I
C10 15.00 14.90 14.29 N62'01'54"E 56'54'09" 1 Ifll I N II
CD N II p BUILDI G E 20 ul I I BLOCK 3 Lot 7 OPEN 850 COMMON LANDSCAPE o
C11 15.00 19.30 17.99 N52 39'43"W 73 42'37" z II ai I I i�I ,1 BLOCK 3 Lot 14 OPEN 4958 COMMON LANDSCAPE w
o (0 2,690 Sf ,p� I �„ VICINITY MAP o
C12 15.00 4.21 4.19 N07'46'33"W 16'03'43" n1 I �� z
M 25' 0' 20' 20' 20' 25' / I I I
0 � --•-°- ° i BLOCK 3 Lot 15 OPEN 6683 COMMON LANDSCAPE 1 = 500 �
C13 15.00 10.93 10.69 S20'3T34"E 41'45'16" z II 2,4 -° I _ g�� I i i w
�� I I I BLOCK 3 Lot 17 OPEN 1734 COMMON LANDSCAPE o
C14 15.00 12.70 12.32 S65'45'06"E 48'29'48" Qowyii I BLOCK 3 Lot 18 OPEN 17871 ARTERIAL BUFFER UJI
C15 15.00 8.60 8.48 S16'40'07"W 32'50'07" -P P --- - �I _ I 1 I BLOCK 3 Lot 20 2690 COMMON PARKING
II IN rn P 29 P rn I - W 111 I I I I a� W
C16 15.00 14.90 14.29 S61'32'35"W 56'54'49" II --- --- l�al I I BLOCK 3 Lot 22 25759 ACCESS DRIVE
10 - < P 1,52s Sf P N iii I I PLAT LEGEND m
C17 15.00 14.75 14.16 S61'21'18"E 56*19'26" I 2,843 1 P P P III �L BLOCK 3 Lot 29 OPEN 9526 COMMON LANDSCAPE
C18 39.00 61.10 55.04 Ln
S44'37'59"E 89'46'05" II so' - C9 ° ui Cl CO I III '� PROPOSED FIRE HYDRANT o
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C19 15.00 8.91 8.78 N16'45 56 W 34'02 30 "' - Z 19 �i I iii STREET LIGHT o
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C20 15.00 14.72 14.13 N61'53'36"W 56'12'49" y ?92j70 III I III EXISTING CONTOUR a
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C21 124.99 2.03 2.03 S73'36'20"E 0'55'52" I� 1 1 -- m 11111111101111111110 W/z111 PLAN SHEET INDEX z
BUIL NG F -- �I I 111 RIGHT-OF-WAY LINE z
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C22 124.99 71.76 70.77 S56'41'39"E 32'53'31" II -1 -- u J II Z I III LOT LINE
n Q KO�I III
I 30 7 31 - 32 7 33 i" 34 III III GRAVITY IRRIGATION LINE o
C23 15.00 8.76 8.63 S16'28'16"E 33'26'39" I - 35 _ SHEET DESCRIPTION
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0 2,00E 1,623 1 1- 1 _- 1,623 2,002 III Z I III
a I I - 111 I iii 4 EXISTING SEWER LINE z
°I PP- 1 - PRELIMINARY PLAT, SHEET INDEX, Y
VICINITY MAP NOTES COMMON LOTS S S PROPOSED SEWER LINECL
s1' 11 111 > > EXISTING WATER LINE z
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ES�I C? "' 3 2 ° 21 ° ° e 12 1a 6 ��,III O I III i & STREET DETAILS W W PROPOSED WATER LINE a o
- IMP - 111 J
-a---� 22 - - - 0111 I P ;;; PP-2 - PRELIMINARY ENGINEERING P P PRESSURE IRRIGATION LINE Q
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1 2: .• r J '142r III III so so N
1•''5,759 sf , , , r. 1 III PP-3 PRELIMINARY SEWER PROFILES STORM DRAIN LINE N
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R - ROAD CENTERLINE a 041
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- - ,,734 sf 111 I III PP-4 - ADJACENT PROPERTIES 5
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46' BUIL ING H 111 IY ROLLED CURB/GUTTER AND SIDEWALK w o �
d3, ___- ---_ --- 16 --- ____ ___ 0 11, ,� PP-5 - SURVEY DATA W z o
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111 III I-L EXISTING EDGE OF PAVEMENT
14 9 206 PP- 6 - OPEN SPACE EXHIBIT NEW EDGE OF PAVEMENT 1
65.88_ r RTICA INTEG ATED ESIDE TIAL III lu
---� 4,958 sf III II
�rt,ss,301� N0°15'19"E d� i� I III 1
LOT NUMBER
®III 6,500sf LOT AREA
III I
NOTES BLOCK 7 BLOCK NUMBER
1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. FLOW ARROW
17,871 sf �®
2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE W. ASHTON DR. STREET NAME
d3 ��_____-_-�_+ ��_____-___-___-_--_- � o \- y -- -----�----- J, �- =-= FLOODWAY CROSSES THE SOUTHWEST CORNER OF LOT 12, BLOCK 3. NO o
- - - -- _--- -8 ��--45 �a ---- 297.99 ----13s.49
_ - DEVELOPMENT WITHIN THE FEMA FLOOD PLAIN IS PROPOSED. REFERENCE FIRM
- --------------------------
o;� - PANEL 16001CO143J REVISED JUNE 19, 2020.
LO SURVEY LEGEND
35 � z W. US TICK RD. W USTICK RD I 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
35 36 STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET o
1 4 - -- - _ _ _ _ _ _U. - - _ - - - ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT FOUND ALUMINUM CAP
2 , EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10
2 1 (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE 0 FOUND 5/8" IRON PIN
------EI- --------
SHOWN, THERE SHALL BE A 5 FIVE FOOT PUBLIC UTILTY, IRRIGATION AND
- (FIVE) CALCULATED POINT
. . . .. . . .. . . .. . . . . . . . . . . . . . .
------------
' LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A
PUBLIC STREET. PROPERTY BOUNDARY LINE o
-'---
�_ __ __ - c SECTION LINE
-------__----------------------_----_-®--__--- --------_� 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE - --
\ � _ -- -- - �T� APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE
OF THE BUILDING PERMIT.
\k 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH
LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF
nl THE NAMPA MERIDIAN IRRIGATION DISTRICT.
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m 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE
III
CURVE TABLE PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD.
CURVE # LENGTH RADIUS DELTA BEARING CHORD iii 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION DEVELOPMENT FEATURES o
III HOMEOWNERS ASSOCIATION OR ITS ASSIGNS.
C1 73.79' 125.00' 33°49'17" N57°09'35"W 72.72' I 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO ACREAGE
mmomi 40 0 20 40 80 TOTAL PARCEL-4.77 ACRES
DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. ZONING
SCALE IN FEET 9. LOTS 8-13 BLOCK 3 SHALL HAVE BUILDING FIRE SPRINKLERS INSTALLED IN LOTS OWNERS EXISTING -C-C o
„ , RAMA GROUP LLC PROPOSED-C-C AND TN-R
P/L P/L P/L 18'-0" P/L P/L 24'-0" P/L 1 =40 ALL BUILDINGS CONSTRUCTED ON THESE LOTS. TOTAL LOTS-•�50
/ 47'-0" / 1580 W CAYUSE CREEK DR
TOTAL DWELLING UNITS-45
BUILDABLE LOTS- MERIDIAN, ID 83646 SEWAGE DISPOSAL
SF RESIDENTIAL-44 DEVELOPER MERIDIAN CITY SEWER
IL COMMERCIAL- 1
16'-6" 16'-6" 5'-0" '-0' 9 -0" 9'-0" 12'-0" 12'-0" Q1 COMMON LOTS-4$11 BILTMORE COMPANY
PRIVATE DRIVE LOTS-3 1580 W CAYUSE CREEK DR WATER SUPPLY
14'-6" 14'-6" 1' RIBBON CURB VRIBBON CURB 1' RIBBON CURB VRIBBON CURB MERIDIAN, ID 83646 MERIDIAN CITY WATER
SLOPE 2.00% SLOP SLOPE 2.00% -� r DENSITY ENGINEER MERIDIAN CITY
�-- SL E 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% --� DAVID A. BAILEY, P.E. CITY o
OVERALL DENSITY DU/ACRE- 9.4
BAILEY ENGINEERING, INC.
OPEN SPACE 1119 E. STATE ST., SUITE 210 J�
COMMON AREA- 1.89 ac-39.6% EAGLE, ID 83616 SCHOOL DISTRICT
4" - 3/4" MINUS USEABLE OPEN SPACE REQUIRED-0.71 ac- 15% WEST ADA
4" - 3/4" MINUS 6" - 6" MINUS PIT RUN 10" - 6" MINUS PIT RUN
CONCRETE CRUSHED GRAVEL USEABLE OPEN SPACE PROVIDED 0.77 ac- 16.1%
PLANNER/CONTACT FIRE DISTRICT DATE:
CRUSHED GRAVEL SIDEWALK (TYP.) 4" - 3/4" MINUS KENT BROWN 09-22-2021
CRUSHED GRAVEL 2 1/2" ASPHALT
2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 2 J" ASPHALT MERIDIAN
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PAVEMENT GRAVEL (COMPACTION REQUIRED) PAVEMENT PAVEMENT PARKING KENT BROWN PLANNING SERVICES PROJECT:
' EACH RESIDENTIAL UNIT HAS 2 GARAGE SPACES 3161 E SPRINGWOOD DR C2020-018
47 RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL ' 24 RIGHT-OF-WAY 20' DRIVEWAYS FROM STREET TO FACE OF GARAGE MERIDIAN, ID83642 IRRIGATION DISTRICT SHEET
CURB & GUTTER (TYP.) AS PER 18 TYPICAL ACCESS
TYPICAL STREET SECTION PLANS DRIVE SECTION TYPICAL ACCESS DRIVE SECTION WITH THE EXCEPTION OF BUILDINGS A& B 208-871-6842 NAMPA MERIDIAN IRRIGATION
NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE NOT TO SCALE Q 9z 21 GUEST PARKING SPACES PROVIDED DISTRICT
17 PARKING SPACES FOR FUTURE COMMERCIAL rp P