HomeMy WebLinkAboutCC - Pre-Plat 1 /4 PRELIMINARY PLAT FORit
co
= o N
PAW SUBDIVISION co
35 36 _ T
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
2021 �� g
� a
Buildable Lots Buildable Lots W
rj Z o
cq
UNPLATED Oa Lot Area Type Lot Area Type _ W w
I
INC
BLOCK 2 Lot 3 1630 TOWNHOME 1 BLOCK 3 Lot 20 1751 LIVE WORK TOWNHOME I l I I I Z U)
BLOCK 2 Lot 4 2010 TOWNHOME 1 BLOCK 3 Lot 22 1725 LIVE WORK TOWNHOME I I I I �� C'3 � 1°
�d�d _- S89°31'02"E 344.93' 111 5.Ob I - I ' I I I o
11 , BLOCK 2 Lot 6 2010 TOWNHOME 1 BLOCK 3 Lot 23 1415 LIVE WORK TOWNHOME I Uj Q
11 ' I �'I *24'56" BLOCK 2 Lot 7 1630 TOWNHOME 1 BLOCK 3 Lot 24 1415 LIVE WORK TOWNHOME `\ ? ui uLl i
� J
- - o "I I BLOCK 2 Lot 8 1630 TOWNHOME 1 BLOCK 3 Lot 25 1415 LIVE WORK TOWNHOME - w
2 2 ° �O \ \7\20'4�5A
r I ' I°, 1 ' r. , "' I BLOCK 2 Lot 9 1630 TOWNHOME 1 BLOCK 3 Lot 26 1444 LIVE WORK TOWNHOME
o BLOCK 2 Lot 10 1630 TOWNHOME 1 BLOCK 3 Lot 27 1855 LIVE WORK TOWNHOME I WATERSONG
I I
z I iiiSUBDIVISION
O O OI --- �--- �--- I --- - -- ---
BLOCK 2 Lot 11 2044 TOWNHOME 1 BLOCK 3 Lot 30 22007 COMMERCIAL \ S�ONAL FN
oz BLOCK 3 Lot 1 3004 TOWNHOME 1 BLOCK 3 Lot 32 2006 TOWNHOME 1 ` _ ��G\STERN
z m \ FIT
2, 06
6 7 8 9 �0 10 1 1 �0 1 N i; I BLOCK 3 Lot 2 1720 TOWNHOME 1 BLOCK 3 Lot 33 1620 TOWNHOME 1 - - \ \ N
925 sf,` vJ 2,311 sf 2,037 1,630 2,010 2,01C 1,630 - 1,630 III BRIDGETOWER \ \ - >STIR
4 S 1,630 -- 23 : f it I I BLOCK 3 Lot 3 1720 TOWNHOME 1 BLOCK 3 Lot 34 1620 TOWNHOME 1 CROSSING `PROJECT _ , M
3 7,238 sf ;I I BLOCK 3 Lot 4 1720 TOWNHOME 1 BLOCK 3 Lot 35 1620 TOWNHOME 1 \ SUBDIVISION SITE wooDBURN WEST
\ \�J SUBDIVISION I O� F O F
1 BLOCK 3 Lot 5 1720 TOWNHOME 1 BLOCK 3 Lot 36 1620 TOWNHOME 1 \ I �% D 8P
-- -- -- -_ _ I 25' 20' 25' 1\�j25' 20' 20' 20' 20' 25' III I BLOCK 3 Lot 6 2595 TOWNHOME 1 BLOCK 3 Lot 37 2008 TOWNHOME 1
----------- hl BLOCK 3 Lot 8 2903 TOWNHOME 2 BLOCK 3 Lot 39 2005 TOWNHOME 1
W. CROSSWIND ST I III _ \ CHECKED BY:
BLOCK 3 Lot 9 2601 TOWNHOME 2 BLOCK 3 Lot 40 1623 TOWNHOME 1 ' WINDSONG DAVID A. BAILEY P.E.
_ _ _ _ _ _ - _ _ W. CROSSWIND ST. - _ _, ;; I SUBDIVISION
DRAWN BY:
DAB DES
III I BLOCK 3 Lot 10 2601 TOWNHOME 2 BLOCK 3 Lot 41 1617 TOWNHOME 1 I IX /
------------------------------ III
. . •, • Y NII BLOCK 3 Lot 11 2601 TOWNHOME 2 BLOCK 3 Lot 42 1623 TOWNHOME 1 W
_ "; : >
�d J I BLOCK 3 Lot 12 2602 TOWNHOME 2 BLOCK 3 Lot 43 1623 TOWNHOME 1
/ 30. r^ 0 20' 20' 20' 20' T, 33'
II I
II N - BL K F2. II I BLOCK 3 Lot 15 1751 LIVE WORK TOWNHOME BLOCK 3 Lot 44 2002 TOWNHOME 1 -
o RI TH U 'I - - - - - - � _
BLOCK 3 Lot 16 1426 LIVE WORK TOWNHOME BLOCK 3 Lot 45r2876 TOWNHOME 2 VV. U$ CK RD.
R"I"
CLOSE EXISTING CINDER ENTRANCE MBLOCK 3 Lot 17 1426 LIVE WORK TOWNHOME _ Cy
P BG_ BLOCK 3 Lot 18 1426 LIVE WORK TOWNHOME TUMBLE CREEK p O I
1 - -- I SUBDIVISION 5 Z
6 5 4 �, 3 2 O tO BLOCK 3 Lot 19 1426 LIVE WORK TOWNHOME
Curve Table ° - Q 02 SF u III W
II 2,595 i,720 1,720 _- 3,004 P II� n, I
Z�
Curve Radius Len th Chord Bearing Delta r-- r-- r-- r-- r-- 1 "' m - -
# g 9 w I M
C1 50.00 9.06 9.05 N05'4021"E 10'2246 O�p - ' ' P � I I 1
�� �-lye �s•- � �-.=�J� �T-�� `,•-� A122,o07 0 _ui ail \IFm
C3 27.00 42.30 38.11 S44'37'59"E 89'46'05"
C14 15.00 12.70 12.32 S65-45'06"E 48-29'48" O I j r '� 1 I L
1 iii Common Lots
Zli _ _ _ 4 ' c�� > ` I III - I
C35 15.00 19.30 17.99 N, 5' 143W 73'4237 Q' I 1 I II I
• Lot Area Type
C49 124.99 2.03 2.03 S73'36'20"E 0°55'52"
ll s I 1 r r r°I r °• J`I - - I I Z jh BLOCK 1 Lot 1 OPEN 925 COMMON LANDSCAPE
C50 124.99 71.76 70.77 S56'41'39"E 32'53'31 850 sf U _-�.I r r° I J III L II
�° I -<�� BLOCK 2 Lot 1 OPEN 2311 COMMON LANDSCAPE
N�
C51 15.00 8.60 8.48 S16°40'07"W 32'50'07" BLOCK 2 Lot 2 2037 COMMON LANDSCAPE
C52 15.00 14.90 14.29 S61'32 35'W 56'54 49' h $ BLOCK 2 Lot 5 7238 ACCESS DRIVE
o 37 36 III III
C59 15.00 14.72 14.13 N61'53'36"W 56'12'49" .: 2,903 35 34 33 32 ^ 75' 2 I� Ii BLOCK 2 Lot 12 OPEN 823 COMMON LANDSCAPE
m U 2,008 1,620 1,620 1,E" 11 I II
C60 15.00 8.91 8.78 N16'45'56"W 34'02'30" - 28 si II BLOCK 2 Lot 13 OPEN 2506 ARTERIAL BUFFER
C63 15.00 8.72 8.60 N16'55'04"E 33'19'31 � N " 2,690 sf 1 I N I� li BLOCK 3 Lot 7 OPEN 850 COMMON LANDSCAPE
z °.°< 1,. u1 I I I�T�I
C64 15.00 14.90 14.29 N62°01'54"E 56'54'09" 0 : ��i I I �i BLOCK 3 Lot 13 OPEN 5785 COMMON LANDSCAPE VICINITY MAP
n i0 25 o a o 0' 20 20' 20' 25 70 fll I o
C71 15.00 14.75 14.16 S61'21'18"E 56'19'26" � 1 1 9 � 31 If I I I I BLOCK 3 Lot 14 OPEN 6683 COMMON LANDSCAPE 1 ��= 500'
2,601 24,932 sf BLOCK 3 Lot 21 OPEN 1734 COMMON LANDSCAPE
C72 15.00 8.76 8.63 S16'28'16'E 33'26'39" = N '' 27 N Id'�i
•
BLOCK 3 Lot 28 2690 COMMON LANDSCAPE
C76 15.00 8.44 8.33 S16'35'54"W 32*13'51CV II
' - I I I I I a BLOCK 3 Lot 29 OPEN 14100 ARTERIAL BUFFER
C77 15.00 23.56 21.21 S44'31'02"E 90'00'00" N - `p1 I I I
I N 26 N ^II I I BLOCK 3 Lot 31 24932 ACCESS DRIVE
C78 39.00 61.10 55.04 S44'37'59"E 89'46'05" r 10 a 9 Iwoi I I PLAT LEGEND
2,601 �I � I i�L ! BLOCK 3 Lot 46 OPEN 9526 COMMON LANDSCAPE
C79 15.00 10.93 10.69 S20'37'34"E 41'45'16° - I III
f� ~ N 10 PROPOSED FIRE HYDRANT
C80 15.00 4.21 4.19 N07'46'33"W 16°03'43" - I N 25 ? N 11 III
i C 1,415 I III I iii 1 �� STREET LIGHT
C81 15.00 23.56 21.21 N45'28'58"E 90'00'00" Y " 1 iii I III
III EXISTING CONTOUR
I N 24 `� II III
C82 15.00 8.44 8.33 N15'3T57"W 32'13'51" M O 1 III I
11 RIGHT-OF-WAY LINE
e ' .Pa '1,415 3 I III � I III I
P LAN SHEET INDEX-
I2,601 �,J•. ' ^ 'N > N Kpiii I iii LOT LINE
39 40 41 42 43 44 � 23 N III t` III
IP 1 ,II I � I II .e�.e�
GRAVITY IRRIGATION LINE
2,00t 1,623 I I I _- 1,623 2,002
-- 1,415 rlll z III SHEET DESCRIPTION
---- f
�111 III EXISTING SEWER LINE
12 a ~ 22 N PP- 1 - PRELIMINARY PLAT, SHEET INDEX,
O PROPOSED SEWER LINE
a-t r' --J uI III s s
2602 1 VICINITY MAP NOTES COMMON LOTS
' - ' 1 ' '• ' ' '` I 61 iii 10 > > EXISTING WATER LINE z
_ I CS Gz I III �.)C. STREET DETAILS W W PROPOSED WATER LINE a
pill I P ;;; PP-2 - PRELIMINARY ENGINEERING PI PI PRESSURE IRRIGATION LINE w
r - I 27' 2' 2V 22', 22'- 2°: II iii - �
45 III PP-3 PRELIMINARY SEWER PROFILES STORM DRAIN LINE
P , r• III
•
E'C Ik 2,876 ' 21 II IN R F-
r ,I I" 1 I -' I l. . I I ° I 4' `• .1 1 I III Q W
r °. ii II ROAD CENTERLINE
OPERTIES W--: - - -- --- - - - - cn o
- 1,734 sf I I
AI IY - - ROLLED CURB/GUTTER AND SIDEWALK > Z
15 - 16 17 1s 19 - 20 PP 5 SURVEY DATA
O O 1 iii i1i EXISTING EDGE OF PAVEMENT
:r .
785 sf 751 426 1 4_' 1,426 1,426 1,751 III I III
LIVE WORK UNIT III III NEW EDGE OF PAVEMENT
-- 65.88_ III I I
aoi . > » d� III I I
:.rta N01519 E III QQ LOT NUMBER
27j 22' ----22i----- 22W--- 22, 2
II I III
®III s,soosr LOT AREA
III NOTES
14 • � � pj ��`���\ + BLOCK 7 BLOCK NUMBER
6683 sf 29 r r I I I I I I I I •A® �
��_�� 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. FLOW ARROW
214,100 sf r I III I I b b N, \
d
'_- 11 • �� T� �---___-- W. ASHTON DR. STREET NAME
-� - -- 2. THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE
_
� _____ --_--_--_ __ - ° --- ----------y --- -----�- --- - `J ® � FLOODWAY CROSSES THE SOUTHWEST CORNER OF LOT 12, BLOCK 3. NO
- -d3 ��=`========-, -------__-------_--- 8 ��--45 �� ---- 297.99 --- 136.49 �-
��
- ------____--__-___- __�____ _�,` DEVELOPMENT WITHIN THE FEMA FLOOD PLAIN IS PROPOSED. REFERENCE FIRM
o; I 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,
1 4 - __ __ _ _ _ _ _ - _ . - 35 36 STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET o
_ _ _ 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
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 - - 1� 0
-
\ c -- -- - �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
\�'v I LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF
nI THE NAMPA MERIDIAN IRRIGATION DISTRICT.
lu
01 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
40 0 20 40 80 TOTAL PARCEL-4.77 ACRES
DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. ZONING
SCALE IN FEET LOTS
OWNERS EXISTING-C-C o
P/L P/L P/L 18'-0" P/L P/L 24'-0" P/L 1"=40' TOTAL LOTS-59 RAMA GROUP LLC PROPOSED-C-C AND Ti
47'-0" 1580 W CAYUSE CREEK DR
7'-0" 33'-0" TOTAL DWELLING UNITS-45
BUILDABLE LOTS- MERIDIAN, ID 83646 SEWAGE DISPOSAL
7 -0 SF RESIDENTIAL-44 DEVELOPER MERIDIAN CITY SEWER L
IL COMMERCIAL- 1 Ir
-0"5'-0' 16'-6" 16'-6" 5'-0" '-0' 9 -0" 9'-0" 12'-0" 12'-0" COMMON LOTS- 10 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" MINUSJ USEABLE OPEN SPACE REQUIRED- 1.15 ac-24.1% WEST ADA
4" - 3/4" MINUS 6" - 6" MINUS PIT RUN 10" - 6" MINUS PIT RUN
CONCRETE CRUSHED GRAVEL o
USEABLE OPEN SPACE PROVIDED 0.77 ac- 16.1 /o FIRE DISTRICT
PLANNER NTA T 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
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
CURB & GUTTER (TYP.) AS PER 18 TYPICAL ACCESS AND 20' DRIVEWAYS FROM STREET TO FACE OF GARAGE MERIDIAN, ID 83642 IRRIGATION DISTRICT SHEET
TYPICAL STREET SECTION PLANS DRIVE SECTION TYPICAL ACCESS DRIVE SECTION 12 GUEST PARKING SPACES PROVIDED 208-871-6842 NAMPA MERIDIAN IRRIGATION
NOT TO SCALE 10" - 6" MINUS PIT RUN NOT TO SCALE NOT TO SCALE 17 PARKING SPACES FOR FUTURE COMMERCIAL DISTRICT rp P
I_ M E
V O
(J) CD
I U
N
_ � C
PRELIMINARY ENGINEERING PLAN FOR = w
■- Z
SSMH B1 S89°31 '02"E 344.93' Al PAW SUBDIVISION 3
/ 6A5 1 Ij III /�
3 _ - nary II}1 5.O',I+' -
u
\ \ - 11 - L - N, \. 024'�i6" Z �
III
29 2 2 ' MERIDIAN ADA COUNTY, IDAHO '- a
\ 20 0' o III 1
\ I s l` 1 l° l l f 2. I . 1 1 ° 1°° •1 1°f 1 J s I ;;I; I I 2021 =
-- °,�• -- �° ---° 1 ° �1 �• V J• ;;I; 1 Z
\ O 3 00 IT° ° ° � I" a° ° • �a° ° I I�I I z
1
1 CV o '.. II I _
W
' \ III 1 � W Q
\ Q Lu
\ U) Z O / ;�; I ■ �,
\ 0 I I I Z om
z m �� ;�; I W p 00
I � � / 250 sf� � mo
\ ��/� 1 I 1 2 3 4 6 7 8 9 10 1 1 1 I'f 0 I - Z w
V/ � I�I = N (_n
No
25 sf ' / ( 2,311 sf 2,037 1,630 2,010 2,010 1,630 1,630 1,630
M ��
J� 1,630 \ 2,044 23 I / �
V v m
4 I� �I E M AI�I E T '
\ - \ 313 7,238 sf I II, �L 0 E
f 1
SE�IE T
I �S� )NAL FNG
• I
L°-°
-------- ---- 9 �� 25 20 25' 2 25' 20' 20' - - 20' 20' - - 25'
-- ^
-----------
17
--__-__-_- --______ y'
-_-----_-- • 1 I.
'1 N
W. CROSSWIND ST o W W W W W W W W W •
N SSMH Al SSMMHAA2 W. CROSSWIND ST. \ I m IW�c�ii! 1 I LEGEND -1 P� �
o - - - - - o - r ^ - - - -� - - - - - - - - - - - -\ SSM C1\ - I ' Imo!; _ _1 i BOUNDARYS-S --- -- --- p TF OF
_ ss ss SS s s s s s s s s s s s
EXIST SSMII7 - - M 2 0 N + M is s s 1 I I ! III 1 - - - / P�
w a aeear o0 0 o I\ I 1 I/
o � � � LOT LINES D A.
----------------- --------------------- NE
--------�� � �• °.f.. ; : _ RIGHT OF WAY I DAV DCA CHECKED
BAILEY--------------------- f' r ;II I P.E.
J o f •'f
30' 20' 20' f 20' 20' 33' �, 2 ' 162' °I" !I 11I LOT NUMBER 0
�° °� �° °� I I V DRAWN BY:
BLOCK NUMBER BLOCK 7 DAB/DES
BLOCK 3 i I �: ? 'I I EASEMENT
I
DRIVETHROUGH I :I III I SETBACK
CLOSE EXISTING LIN[ CURB GUTTER & SW
I I � °m. I'-"� I I W. ASHTON DR.
I -- -- STREET NAME
I QI;
II Y. I 1 (0I I I i ! I HANDICAP RAMP ���
co P I BLDG I SEWER LINE S S S
co co I 'f'. II 6 5 4 3 2 1 -___-_
2,595 1,720 1,720 1,720 1,720 / 3,004 1 co P Q I I' II
2020 SF
" I WATER LINE "
STORM DRAIN LINE
I I PRESSURE IRRIGATION p' PI PI
--- ---- ---- ---- ----� I I
W P 30 � 'i.•� II I
I GRAVITY IRRIGATION I'R R" R
F� --� __-� _-- 22,007 I II
-_- W
FLOW ARROW
f
I I PATIO I
., I I° SSMH A3 i III II I
u fi 1 1 \I SWH 1° SS�M1-I,. 4s • 1 I 1 ° . °I ®` °��°s I i ' III I I FIRE HYDRANT 49
°
2b'°° 70' ° 2 ° � 0' 2b'°° °°2t I �► I = ,:.. F®® A� iii ®li 0
CATCH BASIN
SSMH l
I; ; 111 I
W -::: J II I , �lii STOP SIGN
1
EXISTING WATER WELL
' FOUND ALUM. CAP
s s s s s s s Is I ; I LLI III Q
' 1 p , IIIII MONUMENT
C 7 0 l 1° °° rl °r j ° 1 -.. ;
s
7 I z IIIII
_ III I FOUND BRASS CAP
_� I / I II
I MONUMENT
=2 9 • I III
° I INFILL LOTS
H I
IRR MH =23fi6.31' I
RIM=znoso' • I = I P I I P \ I I Z I4I
INV S 2566.25' � " 1 I I _ I
L '0 I I I I a III N
NII I , I I
O '^ 2 8 a N \ I I IQD
z u, 2,903 'z q° 37 36 35 34 !11
�I 33 32 � 75' 2
I ,
� III
�I 1
pD 2,008 620 620 620 620 2,006 28 111 I , 1 i 1 BIORETENTION SOIL MIX SPECIFICATIONS
� / I - 1
8 1 IIII I a � I I 60% SAND
2,690 sf i I N i 20% SANDY LOAM (SILT, SAND, CLAY)
(' 72 AD 1 ;IIII 1 I , w 20% COMPOST
z
I f' I a 11
O
(/) M 25 ° ° 20 ° ° 70lii 1 I i ���� NOTE: BSM HAS INFILTRATION RATE OF
0 � 9 a 31 3 20 20 20'°° ° 25 111 I I _ 5 IN/HR [6 IN/HR RECOMMENDED IN
z 2,601 f
N4,932 f • " '2 f ���1 � I o I 1 o GEOTECHNICAL REPORT].. BSM ACTS AS
f.
• II � li � � i i LIMITING LAYER; INFILTRATION RATE OF
- a2 27 ^ 5 IN/HR USED IN DRAINAGE
°° 2 xV=26]95� 9 o Ilui I 11 I i CALCULATIONS.
Ro, + ti ° 1,855 a°
a III � I I
^ f 1 I I
<
II •
1 °a N ,� ° sfi <• III I � i
" 26 N s.or I III
1 0 a ti - S N N V J II I a C I / 1 I lIRR inns
' L
444 8 R I 1L�I I RI Nv w=2 se ae
2,601 0 III �I /� EMBANKMENT AND DIVIDER PROVIDE METAL
� u l I IIt I BERM MATERIAL PER SOILS END SECTION W/
I ENGINEER AND COMPACTION TRASH RACK &
o
� I
i N 25 Z N � TO 95% REQUIRED (PER RIP RAP AT PIPED
� 1 71 iii I I u AASHTO T180). ( )
s Y FREEBOARD =
C,4 \ N III
III -I
11 M 24 p " u1 iii - - o
N f
< 2,601 �1 415 III L III � -I 3H:1V MAX
a ° -_
° I - �, III III w I I I I cn
a I � � -
r ,^
N ICO III
° n � 23 - III w cn
39 oo 40 00 41 42 w 43 00 44 J !!! I� a I I u
I (o III III ¢ cn I I SLOPE 1% MIN I-I
2,005 1,623 1,617 1,623 1,623 2,002 1 , 1,41 rlll Z III Q - TO BSM LENS Lu a
F ----� r---- -----1 r------I -� I - ii ii Z -III > o
O W
2 3 0 _. 22 III-III-III-I Z
},1 1 iii I ii co FROM SEASONALHIGH o
um T 11 -III-III-III 2,602 ��- e s `� $dull D - 725 " �iili\ I�11 °° - G.W.
1 V � III IIIII
J 1 1 1I 1 61' II 11 I IIIII I °° ° I C 1 ,°1• I I ° ° 1' I t s f I I • °! I ,°1• I � 1° 2 I II+
III III
N
° G
III I I
O
III I
I III
M M M • M M • I
III I
II
GROUNDWATER WAS ENCOUNTERED IN TEST
III I VARIES, EXTEND 12 MIN INTO INFILTRATING
S _ 1 S A _ °p - I I !III LAYER WHERE LENS IS SPECIFIED (SHEET 3.3). EXCAVATIONS - SEE SHEET 3.3 FOR EXPECTED
-o i�III \ III HIGH GIN ELEVATIONS. IF GROUNDWATER IS
IIII I IIII I BACKFILL W/ REJECT SAND, -3/4 CRUSHED
s s s s s s \ D°I' iii GRAVEL, CLEAN PIT-RUN OR BSM. NEAREST ENCOUNTERED AT ELEVATIONS WITHIN 3 OF THE
II I
a I BOTTOM OF THE DRAINAGE FACILITY, CONTACT
a 45 � 27' s • 22' 2a ,22• 22 ° ° 4' I�IIII 1 111 I EDGE OF INFILTRATION LENS MUST BE 10+ FT
\ 1 41 11 J _ ,. •. IIII FROM EDGE OF BUILDING FOUNDATION. DESIGN ENGINEER IMMEDIATELY FOR REDESIGN.
s . I I III 0
UNTIMELY NOTIFICATION OF THE ENGINEER MAY
v 2,876 .1 I III
x\ /\-.\ 1 2 I�I IIII RESULT IN ADDITIONAL COSTS TO THE
/ I I CONTRACTOR TO NOTIFY QUALIFIED o
Ada \ ____ � �_ 1,73 s CONTRACTOR. REFER TO GEOTECHNICAL REPORT
° •.. - 4--�--, I III III I GEOTECHNICAL ENGINEER AND OR PROJECT
�- \\ III ENGINEER TO WITNESS POND EXCAVATION. BY SITE CONSULTING, LLC, DATED JULY 7, 2� I I 020.
a3 46' I A
w
I I II I
15 =_"
- RIM=25981' O d 4'
INvSE=2558.29 5 s� 1,751 1,426 1,426 1,426 1,426 1,751 I I a o
_ - 5,78 I �� I \ I
J . , TYPICAL AL TVA INFILTRATION A I N
rvEAu rvv=2sfis96' III
LI VLE RK UNIT 1111 \ BASIN SECTION
\ \ \ NV=2556.8m II I
-N TS- e
I I�11I J III \ I
WATER
27 22 2' 22' 22' 27
III III o
' I MONO
INGR
EGRESS%\ � i s,ss3 sf
SEMEN � I I
RI
/ / . ._ � IN -x22 29• - IN - 6] - M Fi I W- 68 /, f'0'f \ \//� I I I \\�/T I
o \ rW ---------- ------' r
- - - �_---__---_---_- -== =axe- ---- -----�- - - (`/] JJJ YL
----- 8 °1 -_=-
297 9
136 4
---
=�
ITREALIGNMENT EASEMENT
30 0 15 30 60
1111111111111l....................................l�illillillillillillill!!Siiiiiiiiiiia < 0 111�1111
SCALE IN FEET z
199=30'
P/L 47'-0" P/L P/L 18'-0„ P/L P/L 24'-0" P/L
-0'5'-0" 16'-6" 16'-6" 5'-0" -0' 9, 0„ 9, 0„ 12 0„ 12 0„
14'-1 14'-6" d
/-l' RIBBON CURB 1'RIBBON CURB /-l' RIBBON CURB 1'RIBBON CURB
0
SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00% SLOPE 2.00%
4" - 3/4" MINUS 4" - 3/4" MINUS
CRUSHED GRAVEL C CONCRETE 6" - 6" MINUS PIT RUN CRUSHED GRAVEL � 10" - 6" MINUS PIT RUN
SIDEWALK (TYP.) 4" - 3/4" MINUS DATE:
CRUSHED GRAVEL 09-22-2021
2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED 1„ 2 1/2" ASPHALT
cc
PAVEMENT GRAVEL (COMPACTION REQUIRED) 2 z ASPHALT PAVEMENT PROJECT:
PAVEMENT C2020-018
47 RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL 24' RIGHT-OF-WAY
TYPICAL STREET SECTION PCURB LANS DRIVE
GUTTER (TYP.) As PER 18 TYPICAL ACCESS SHEET
DRIVE SECTION TYPICAL ACCESS DRIVE SECTION
NOT TO SCALE 10 - 6" MINUS PIT RUN NOT TO SCALE P - 2X
NOT TO SCALE
Q O U
PRELIMINARY ENGINEERING PROFILES FOR = o
PAW SUBDIVISION ._
Z
Z
= a_
W Z
Rw
W
Z w
cni
Z oM
W 0 `°
SEWER LINE A PROFILE z
w
N !n
V m
2580 2580
�c AL FNG
�G\STER�o'��
pal
3
Z Ld Z 00 OAT F 0
3 3 w 00lo) w °o O ��D A.B P�
W z o0 sto 00 00 M - 00 00 Lc) 0)
N M MO mm M � �
w 00 °° � 04 � ,� o o � 0) o to w 6 Co �i rn � CHECKED BY:
00 n r- N Cp r7 �,� co(D co 00 r7 (o (D N 00 , co co � M N Q + cep DAVID A. BAILEY P.E.
�O �`� � � cNO0 NNOLo mN 0O � N NH DODO mN Q .4- (o = ENO DAB/DES
DRAWN BY:
O I� 00m � N Q00 �pN N � + � Z Z � Qmco N � + mZ � .. ..
= O � � QmcoN NH 2 � NZ ZO ON - - O 2c+DN .. ZO = rnN — O (nH � >
NO � � 2MNZ ZO � a � >> > - » > � Q � >> U) (n (n0' Z
cn0co04 �' � — z ZZ NO, Z ZZ Nam — ZZ U) U) x - -
+ mZ NHS >> >
N N Z Z z
257C� NZ - ------ - - - - - -- ---- -- - - ------ -- --- ---- ------- ---- ---- ---- ----- - - - ------ ----- ---- -- - ---- ---- ---- -- 2570
I ►
I I 198 LF 8" PVC 00.62%
(202 LF C C)
I 47 LF 8" PVC ®0.423'
I I I 81 LF 8" PV ®0.42% 251 LF C—C
I I I 118 LF 8" Pvc @0.42% (85 LF C—C)
I I ' 121 LF 8" PVC ®0.42� (122 LF —C)
153 LF 8" PVC 00. 2% (125 LF C—C)
I (157 LF C—C)
2560 2560
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 1 1 +42
P SEWER NE D PROFILE SEWER D NE E PROF lE
SEWER LINE B ROE � E SEWER f� E C PROF E
2580 2580 2580 2580 2580 2580 2580 2580
z
0
F-
a.
N
W
0
Z W
H
00 w 00 W w j
N M W 00 00 00 (n LLI o
w K) 00 00 00 c� 00 00 O 0_ z
W Z00 00 0DN . M � c ON N � O OM
00 00 44
0) N N M E N O O O r7 r7 � O m cD
rn rncn r�i � r�i °' °' N Mrn4 mac° � M4 � SS H D2 r,� r,jOCi N �nMU) aMOO° � � � v ,
r- r- N 0 10o0 � 1.6 � cDaj .. OOMcfl c0 � � � cOm DI� r, � � N cfl co W
o � �n � � c� � � � N N ST :2+79.58 � � w � � � t006 n Ln ..
Mncco � 10 m c Q co c� N + mom M oicn � .. Qi � .. + m c� a00 (o NH
NNOLo � 2MN0 QOco (NN ~ o (° c° N � RIM:2569.48 = � N0 + W) + �
� I� 00 � Lo mM �p ? QOo �pN N � .. .. + � .. O + � .. �. m: Z Z
Qm �pN NH + m + m Qg > = � NZ ZO = NNz0 INV IN:2564.57 8 S a � > 2cnN _ _ o
+ � = � No = � Nz zo ate » INV OUT:2564.47 8 NW N ~ Z cncn � ? (n zz
(nH — Z �� (n (n0_ _ (n Qg >> >
2r7NZ ZO NH � > N � � » > (n (n � _ NN0' Z ZZ N (n
� Q >> > U) U) NN � Z ZZLL 0
N N Z Z Z 2570 2570
2570 2570 2570 2570 2570 _ _ _ _ _ _ _ - - - - - - - - - -- - - -- - 2570 _ -- -- - o
0
90 LF 8" PVC ®0.6
14.3 LF 8" PVC 00.62 57 LF 8" PVC 00. 2%
1 Z
128 F0
8" PVC ®0.62q (147 LF C—C) (61 LF C—C) 40 LF 8" PVC ®0.62�
0
132 LF C—C) 15 LF 8" P C 00.42% (44 LF C—C)
(19 LF C— )
W 0
W
2560 2560 2560 2560 2560 2560 2560
2+00 60 Z
2+00 3+00 3+32 2+00 3+00 3+47 2+00 3+00 4+00 4+74 2+44
Z
W
0
Z
J o
DATE:
09-22-2021
PROJECT:
C2020-018
SHEET
+� M
v Q p U
= Q O
00 �
ADJACENT PROPTERIES FOR v
PAW SUBDIVISION '— Z ~ _c�
Z
MERIDIAN ADA COUNTY, IDAHO a
2021 = c�
W Z
:oftoc LLI
W Q
W �
Z w
co
Y
Z O coW 000
0Y 0
z LLj
N (n
V It co
I
R9465760550
3496 N TRADEWIND AVE
BILTMORE COMPANY LLC
I C�S\ON L FNG
�G\s rFR�o'y�
DTRU G`T�
R9465760560 N
B� TRADEWIND LEGEND
BILTMORE COMPANY LLC
BOUNDARY of
LOT LINES D A.B
ROAD CENTERLINE - - -
R9465760570 ' RIGHT OF WAY O DAVIIDCHECKED
BAILEY BY:
P.E.
3452 N TRADEWIND AVE LOT NUMBER
BILTMORE COMPANY LLC BLOCK NUMBER BLOCK 7 DRAWN BY:
DAB/DES
I
I EASEMENT
SETBACK
R9465760580 SO435449910 I CURB GUTTER & SW W. ASHTON DR.
3430 N TRADEWIND AVE 3485 N LINDER RD STREET NAME
MOORE, DANIEL G YURKE, MARTIN W I HANDICAP RAMP 8D.—
MOORE, JILL K SEWER LINE S S s
WATER LINE W
STORM DRAIN LINE
PRESSURE IRRIGATION p Pi P
R9465760590 GRAVITY IRRIGATION 'RP 'R"
3408 N TRADEWIND AVE f
FLOW ARROW
MCKAY, MALCOLM K IV
I FIRE HYDRANT 49
CATCH BASIN
STOP SIGN
`n o `�J ;_J ; EXISTING WATER WELL W
I ozr ��z oozw o��� FOUND ALUM. CAP
�co§E co�Q r —<1 �z�z I 0
� R9465760600 o cn I— C:)cn a- co 3:cn u o 3 z Q MONUMENT
11LTMORE
820 W CROSSWIND S r 0p m r,o o coop � r-(n o COMPANY LLC Ln o' Ln o'u m o o r-o z FOUND BRASS CAP
cOU� coo Lo�Qp
w It coo=_ vV)co E I MONUMENT
�N= �00� 0��_ � a Of C14 Q INFILL LOTS
U
\ r r m o a Qcq
SO436336052
3610 N LINDER RD
G20 LLC
I
I
R9465760380
W WIND DRIFT ST
BILTMORE COMPANY LLC
R9465760420 I R9465770040
3349 N WHIRLWIND AVE 3364 N WHIRLWIND AVE
J LEVERMAN, ANDREW GLENN ROBINSON-WILLIAMS,
PHILIP JAMES
o Z ROBINSON-WILLIAMS,
0 0� JAMIE
0
� o
z_
w I R9465770030
o)3:oo� R9465760410 3333 N WHIRLWIND AVE
3323 N WHIRLWIND AVE I
�N� BECKER, KURT W
\ LESLIE, TURNER D
cc LESLIE, KIERSTYN BECKER, JENNIFER L
\ �m I
\
\
\ R9465770020
\ ` / 3310 N WHIRLWIND AVE
\ BEST, BENJAMIN _
BEST, MEGAN
� U I z
J O
F
O� d
U
N
I LJ
0 0
\ y (i OQGv O�QUi
rn ^aZ co � 2� � v
�ZJ O4j �� W LLI
\ O " S'� /� Q � ^4, Q� �� N ap
\ W\ �� � �2 ZZ N�Z Opp Z
\ d- 3Z2 00 22 J
\ \ 0)3 QQ ^Q O Q La
cow �' z
V,
0) l4j
Zo SO436336111
1450 W USTICK RD
MRS LAND HOLDINGS LLC
_ I e
\ \ I a
I
o
- - - _ - W. USTICK
W USTICK RD ————————————————————— ———— 0
CREEK HOME OWNERS ASSOCIATION
w .
co N w Q=w
oz w z
0 Cw_j • \ S1 201223115
zes ozw
o �
oo \ \ .� I 1515 W USTICK RD
o w-i N co�~ o w o Q SINDON, WILFRED T
I m o o m z Y �w -0 /I� �S4NDON, EVELYN H
\ S1202110015
3195 N LINDER FAD
,`I m o o Ln?z w •� ADA COUNTY - EMS DI TRICT
oo m 0w�cn oomwcn
mom ��ow z0� R8557170290 1000
cv— z D Q Q 134 N BLUE SPRINGS AVE
°r°a o Q Ln LANIGAN, STEVEN S I \
LANIGAN, MICHELLE C o
r I R8557170300 �o�F
Q \ 3120 N BLUE SPRINGS AVE 2 U
J
JOHNSON, GARY EVERETT \
w R8557170400
o�_ \ FOXFARRELL, MELISSA JU �\ \
�o z 3098 N SPRINGTIME WAY `
z o I TREADWELL, DAVID C \ I \
Ln TREADWELL, LINDA L
`n Cf)U m I R8557170310 I
00
\ 1 I
Q�z 3090 N BLUE SPRINGS A
o)2 \ HAMILTON, LISA L
o= HAMILTON, MARK J �\ o
r7 \ \
60 0 30 60 120 DATE:
09-22-2021
SCALE IN FEET PROJECT:
C2020-018
1"=60' SHEET
Q O E
QN
{ ♦ + O 0)
v N
T
W
■— Z I-
Z
� g
W Z
Rw
Lu
Z w
U) i
Z oM
W 0 `°
lr_ 0
z
w
N !n
V m
�c AL FNG
�G\s T'EF y A
pal
'9T Q� �
p F 0 \�
��D A.B P�
CHECKED BY:
DAVID A. BAILEY P.E.
1/4
II DRAWN BY:
35 36 DAB/DES
II
10
06
UNPLATED
I I I
\ / 1
�► I
I
.00'
— — _ _ ! _ — — — — •' \ I I 'ii — — S89'31'02"E 344.93' 45
— I
c 1 1 I 11 II \ — — N89.24'56"W w OD
OW- - SScq
I 11
o of
�z o
. I I Y • as ii � 1 1
I I I PERMANENT
n I II
I ro I II SLOPE
J I EASEMENT
I I II
Lo
II _0I
W. CROSSWIND ST 9
Lo
I II N I I o
Tillof I I
l I ; o II t o
II I I
1
2
w
�2 — � J ��I 11 I \ � Li0 o
N � Ao � 1 / II
wo
13
rn
III III °°
I II b III n N
M I I
yQo
�I
� I
0
uj
_ — _ IIIIIII 13� I o
w w
=_-- ✓" 65.88' Q�
SS NO'15'19"E �� ��� 7'
� �°g ig �
CREA�tStd�
� 0
� _ — GRESS INGRESS o--- ---EASEMEN-T \ \ •O�
EASEMENT 1 49' ��
a.°' CREASON LATERAL ZPERMANENT SLOPE EASEMENT
0
u.o REALIGNMENT EASEMENT in
II �' 35 2253.35' — u�
2 W U390ICK 00' RD
/4 — —
I II 35 36
2 1
II 2643.35' . . . . . . . . . . .
0
S89'14'45"E
PARCEL NO. SO435449705
OWNER — BUYRITE LLC
PARCEL NO. SO4354490250
OWNER — BUYRITE LLC o
60 0 30 60 120 CURVE TABLE 0
11111111111111� 60 0 30 60 120
CURVE # LENGTH RADIUS DELTA BEARING CHORD
SCALE I N FEET C1 73.79' 125.00' 33'49'17" N57.09'35"W 72.72' SCALE IN FEET
1 "=60'
1 "=60'
0
W W
DATE:
09-22-2021
PROJECT:
C2020-018
SHEET