Pre-plat V1DEVELOPER
SANDROCK DEVELOPMENT.
1468 TAMES RD
GARDNERVILLE, NV 89460
CONTACT:
LARRY JACOBSON
EMAIL: LARRY@SANDROCKDEVELOPMENT.COM
IDAHO SURVEY GROUP
9955 EMERALD ST,
BOISE,ID 83704
PHONE: (208) 846-8570
�71�iH1�17171:�
KEITH SCHNEIDER
EMAIL: STRONGWAY54@GMAIL.COM
QITC AIPITCQ
1. TOTAL SITE AREA =t9.80 ACRES
2. ADA COUNTY PARCEL 051210325951 & Z5121OJ25960
3. LAND USE ZONING = R-15 (CITY OF MERIDIAN)
4. PREVIOUS CITY OF MERIDIAN APPROVALS
4.1. H-2018-0048 (COMPASS CHARTER SCHOOL
4.2. H-2020-0111 (THE LAND GROUP)
5. LOT SETBACKS AND REQUIREMENTS
5.1. FRONT SE7BAC1( 20 FEET (5 FEET 70 LIVING AREA)
52 SIDE YARD SETBACK 3 FEET (3 FEET FOR 17AMk4GE)
5.3. REAR SETBACK 12 FEET
6. AREA CALCULATIONS
6.1. MIN/MUM LOT SIZE 2,000 SF
6.2. AVERAGE' LOT SIZE 2,548 SF
6.3. RESIDENnAL DENS17Y 7.65 UPA
7. THE ENGINEER CER77RIES THAT THE INFORMATION PROVIDED HAS BEEN
PREPARED TO SUPPORT PRELIM/NARY PLAT REVIEW AND APPROVAL AND IS NOT
SUITABLE FOR CONSTRUCTION AT 7HIS STAGE.
6 MAINTENANCE OF THE COMMON AREAS SHALL BE 8Y THE AlW477ON
SUBDIWS/ONHOMEOHNER'S ASSOC14770N.
9. ANY RE5118D/14S/ON OF THE PLAT S64LL COMPLY W/7N THE APPLICABLE ZONING
REGULA77ONS IN EFFECT AT THE TIME OF RESUBDIKS/ON.
10. BUILDING SE734CKS AND DIMENSIONAL STANDARDS /N TN(S 5U5V1WS/0N SHALL
BE IN COMPLIANCE WI7H THE C17Y OF MERIDIAN STANDARDS FOR THE
APPLICABLE ZONE, R-15.
LOT SUMMARY
NUMBER
AREA (AC)
SINGLE FAMILY RESIDENTIAL
(LOT 14, BLOCK 1)
1
0.11
SINGLE FAMILY RESIDENTIAL
TOWNHOME
38
3.72
ATTACHED MULTI -FAMILY
FOUR-PLEX
9
0.60
COMMON
9
2.22
PUBLIC RIGHT-OF-WAY
N/A
3.15
TOTAL
84
9.80
PRELIMINARY PLAT
FOR
AVIATION SUBDIVISION
LOCATED IN THE W 1/2 OF THE SW 1/4 OF SECTION 10 T.3N., R.1W., B.M.,
ADA COUNTY, IDAHO
DECEMBER 2021
- -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - --
PURDAM GULCH
:1 IL'
DRAIN
�J
Vicinity Map
NOT TO SCALE
0 20 40 80 120
SCALE: 1° = 40'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
SURVEY
3
LOT DIMENSIONS
4
SITE PLAN
5
SEWER PROFILES
1E3r1!1\1111
-
SITE BOUNDARY
PROPOSED NEW NMID EASEMENT
EEHERR
PROPOSED GRAVITY PIPE AND MANHOLE
"
PROPOSED GRAVITY PIPE HEADWALL
EXISTING NMID EASEMENT
TOB
EXISTING TOP OF BANK
- > - - > - -
EXISTING PURDAM GULCH DRAIN FLOW LINE
EXISTING NMID PUMP HOUSE ACCESS EASEMENT
EXISTING NMID PUMP HOUSE
IR
EXISTING IRRIGATION PIPE
n Q C
EXISTING PURDAM GULCH DRAIN WEIR
CURB & GUTTER
RIGHT-OF-WAY
FUTURE LOT LINES
LANDSCAPE BUFFER EASEMENT
SIDEWALK
PAVEMENT
- - - - - - 2540-
EXISTING CONTOURS
2540
-2539
PROPOSED CONTOURS
UP
EXISTING UNDERGROUND POWER
EXISTING WATER MAIN
WATER MAIN
EXISTING SEWER MAIN
SEWER MAIN
ROAD CENTERLINE
---
SEWER EASEMENT
DESIGNED
JKS
DRAWN
JKS
CHECKED
KS
APPROVED
KS
w
0
NOTES
6.
LOT 1 BLOCK 8 SHALL BE SUBJECT TO POTENTIAL COMPASS CHARTER SCHOOL PURCHASE
PRELIMINARY ENGINEERING NOTES 5.
THE PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND
SHALL BE DETERMINED DURING FINAL DESIGN.
�p L f
NCi
�S
C Sic 4,
1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM.
AGREEMENT OR TITLE DEDICATION OR DESIGNATED AS A COMMON LOT IN LIEU OF.
p
� <^
1.
DOMESTIC WATER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN PURSUANT TO 6.
FIBER AND DRY UTILITIES TO BE INSTALLED GENERALLY ADJACENT TO STREET
Q P
7.
2. THE PUBLIC STREETS WITHIN THIS DEVELOPMENT SHALL CONFORM TO THE ADA COUNTY HIGHWAY
STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT
THE INFRASTRUCTURE AGREEMENT. 8" WATER MAINS WILL BE LOOPED THROUGHOUT
RIGHT-OF-WAY.
DISTRICT STANDARDS FOR PUBLIC STREET CONSTRUCTION.
PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES.
THE SUBDIVISION.
��pp �
08 6
8.
3. DIRECT DRIVEWAY LOT ACCESS TO W AVIATOR STREET IS PROHIBITED.
PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE,
2.
SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE
p
AND CABLE TELEVISION.
PROPERTY WILL BE SERVED BY THE CONNECTION TO THE EXISTING MANHOLE IN
F
F� OF
9.
4. THE FOLLOWING ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE AVIATION SUBDIVISION
IRRIGATION WATER WILL BE PROVIDED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT IN
HENSLEY STATION SUBDIVISION NUMBER 2.
ly
COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE
A. SCHNF\
HOMEOWNERS ASSOCIATION.
ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SAID
3.
WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE
BLOCK 2 BLOCK 5 BLOCK 6 10.
CANAL COMPANY.
ALL LOT LINES COMMON TO STREET RIGHTS -OF -WAY AND THE SUBDIVISION BOUNDARY CONTAIN A
REFINED DURING FINAL DESIGN.
6 10, 11 1, 2, 3, 4, 5
10.00 FOOT WIDE EASEMENT FOR PUBLIC AND PRIVATE UTILITIES AND LOT DRAINAGE.
4.
ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN
SHEET 1 OF 5
11.
ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC AND
ACCORDANCE WITH IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF
PRIVATE UTILITIES, LOT DRAINAGE AND IRRIGATION FACILITIES.
MERIDIAN'S REQUIREMENTS.
DATE:
5. LOT 1 BLOCK 7 SHALL BE OWNED AND MAINTAINED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT.12'
DECEMBER 2021
BRONZE BOW 21009
PROJECT N0:
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJ ECTS\21 009\ACADDWG\SH EETS\21 009 - PRE -PLAT COVER.DWG
- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -T
- -
o UNION PACIFIC I
o RAILROAD
o I
UTILITY WARNING
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND
EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY
AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
UNPLATTED CHISELED "X' BSW UNPLATTED Am
ELEV.(NAVD88)=2548.33- I
I _
I
I
I �
NOTES
1. NAMPA MERIDIAN IRRIGATION DISTRICT EASEMENT (INST. NO. 2019-049140).
2. ACHD TEMPORARY TURN AROUND EASEMENT (INST. NO. 2018-100442).
LINE TABLE
LINE
BEARING
LENGTH
L1
N89-15.50-W
32.00
dv
JL
5 20 80
0 10 40 120
SCALE: 1 " = 40'
O
LEGEND
FOUND 5/8- IRON PIN
CALCULATED POINT
®
WATER VALVE
Cg
FIRE HYDRANT
®
WATER METER
PRESSURE IRRIGATION VALVE
6
IRRIGATION MANHOLE
m
UTILITY BOX
®
CATCH BASIN
-------------
PROPERTY BOUNDARY LINE
--------
PARCEL LINE
- - - - - -
SECTION LINE
RIGHT-OF-WAY LINE
--------------
EASEMENT LINE
DOMESTIC WATER LINE
IR
PRESSURE IRRIGATION LINE
---------------------------- SUBSURFACE PIPE
-Toe Toe TOP OF BANK
BOTTOM OF DITCH
EGR EC EDGE OF GRAVEL ROAD
EP EP EDGE OF PAVEMENT
u. UNDERGROUND POWER LINE
apl LAyO
N -
Gti
11779
7T F0 F
y MccN�
— — 77
I o /14.4'.
mZ
__-
59.6' -19 84.0' —
I �
1
22188-SF �L
fib'
^ti 14
5354-SF
BLOCK 8
Primary Owner: I BLOCK I
HENSLEY PROPERTIES LLC I 78.8'
0
M 13
N 2413-SF
84.0'
I 12
N 2100-SF
84.0'
0
N 10
2100-SF
84.0'
I 9
N
I 2100-SF
84.0'
N
8
2100-SF
84.0'
oi
N 7
I 2436-SF
0 84.0'
6 6
N
2436-SF
84.0'
a 5
N 2100-SF
84.0'
a 4
N
2100-SF
84.0'
a 3
IN
2100-SF
84.0'
In 0 2
N 2100-SF c
84.0'
0
I 1
2436
48.9' 84.0'0'
N BLOCK 6 1
2610 SF 117.9' Z3�
COMMON
w
EL
f
W AVIATOR STREET p
N 0 L
Z m
J
� I
i
Primary Owner:
COMPASS PUBLIC CHARTER SCHOOL INC
Primary Owner:
UNION PACIFIC RAILWAY
I
Primary Owner:
ZION VENTURES LLC
Primary Owner:
ROHM TONI D
0 20 40 ' 80 120
SCALE: 1" = 40'
FAMILY TRUST
Primary Owner:
MARALA INVESTMENTS LLC
DESIGNED
JKS
DRAWN
JKS
CHECKED
KS
APPROVED
KS
Q
0
�o
f
w
r
SHEET 3 OF 5
DATE: DECEMBER 2021
BRONZE BOW 21009
PROJECT NO:
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\21009 — PRE —PLAT LOT DIMS.DWG
UNPLATTED
O
T
O
O
EXISTING SEWER
MANHOLE
UNION PACIFIC
RAILROAD
x x—x x—x—x--x—x-- hhh
\\ \ x—x—x—x—x— x—x—x—x—x— — x _ _ L
x—x—x— x x
PROPOSED 48 INCH
IRR MAIN OUTLET �
----_==�2546 MR/
\ PATHWAY AND PARKING LOT EASEMENTS TO BE
W TOPEK�STREET 25g8 RECORDED WHERE AND IF REQUIRED
—
\
_ �`r SSIAH A.1
SSMH 7
SS -�SS O SS -- e` \ SS SS - 9SSMH A.2 .
7..
CONNECT TO EXISTING L=160' \ N. •'� �, _ �— \-$=0.10%_
SEWER MANHOLE -
lI l 5-0.10% /
\ 2 / N S \ \
Lc 14
CN
W— W LOS ALAMOS LAVE (PRIVATE)
SSMH A.3C $s - \ \
SSMH D.1
/ w 0
I o L=240' o \
I I 12 4\\\ N I F� `� y SD=8^39%—
J_i_� I
\ D=10" 1 \ SD
\ 10
I 5 \ I I:•� \ \� a
\ n \ \ \ r ¢ a. UNPLATTED
1�-=1SD� .N 1 '' IRR R.O.S. 12250
m 3
S=L=309' 2.07% SD \ \ O H D.2_
LIMH A.4\\\.
,Q
all It
It
.1 W SANTA i� V I
_-
L-116' / I PATHWAY AND PARKING LOT EASEMENTS TO BE
7 �_ mm 11.
5=0.10% / - ly' `I RECORDED WHEN AND IF REQUIRED
SSMH A.
N O SSMH B.1 —W 2551
SS 255 w sAviAEEDRIVE l" -/4� \"
4 - SSMH Cl ?\ \`���� j 2 i 5 ' O
I ,• S> �° � /z'l1< /�/ / 46 -
Li%
3 5-3.03% 13 S 0.51 %
D=8" D=8" 'W- S=O. 0%N
D=10" 1oSSMH A.8
moI 2 L=154' -SSMH A.7,SS
2 9 8 7 6 5 4 3 5=0.10%
HENSELY STATION I I ss �STRF' 9`3-
SUBDIVISION NO. 1
p 1 EXISTING IRRIGATION .. h v` •'.
r I TO REMAIN
-�-�� -- 6� S=0.10% IRR MAIN INLET
r: SSMH B.2 � SS 'L=182' 2546 PROPOSED 48 INCH
i
3 W O D=10" ,
::::. SSMH A.6"SO
..................................... h
........................ ...
>:;;;>?`:.;;;;;;... � x— x u x x— x x x— x— x--
---W_25 -- — x—x`
� W 49 — ---- — x � x
-- -----_
W AVIATOR STREET CONNECT TO EXISTING i k.
WATER MAIN I
X i
59' RIGHT-OF-WAY 55' RIGHT-OF-WAY
8' 8'
LANDSCAPE LANDSCAPE
5' SIDEWALK BUFFER 16.50' 16.50' BUFFER 5' SIDEWALK LANDSCAPE 17.50' 17.50' 5' SIDEWALK LANDSCAPE
BUFFER BUFFER
3" ROLLED CURB AND
GUTTER PER ACED I I I VERTICAL
SD-702 TYP.� GUTTER PERK
0 20 40 80 120
SCALE: 1" = 40'
DESIGNED
JKS
DRAWN
JKS
CHECKED
KS
APPROVED
KS
w
0
0
z
33' TYPICAL STREET SECTION (LOCAL)
NOT TO SCALE
BIO RETENTION
SWALE PER BMP 30
AVIATOR STREET SECTION (COLLECTOR)
NOT TO SCALE
SHEET 4 OF 5
DATE: DECEMBER 2021
BRONZE BOW 21009
PROJECT NO:
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\P ROJ ECTS\21 009\ACAD DWG\SH EETS\21 009 - PRE -PLAT SITE PLAN.DWG
255..F
255C
2545
254C
2535
253C
2525
2560
2555
2550
2545
2540
2535
2530
2525
APPROX.
EXISTING
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IRRIGAT TON
MAIN
L=154'
L=97'
L=82'
L=116'
S=0.10%
L=182'
L=102'
L=160'
S=0.10%
L=232'
S=0.10%
5=0.10%
D=10"
S=0.11 %
D=10"
i
5=0.10%
D=10"
D=10"
5=0.10%
D=10"
5=0.10%
-
_
_
_
_
D=10"
D=10"
D=10"
M
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
SANITARY SEWER MAIN'A'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+1
SANITARY SEWER MAIN'B'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
25' BOC-BOC
10.50' 10.50'
/JOV
2555
2555
2550
2550
2545
2545
2540
2540
2535
2535
2530
2530
2525
2525
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- - - - - -
- - - - - APPROX. EXISTING
- - - - - -
- - - - - -
- - - - - -
GROUND
L=100'
L=200'
S-0.52%
S=0.51 %
D=8"
D=8"
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Y
in
a
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v
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
SANITARY SEWER MAIN'C'
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 5'
LJOV LJOV
2555 2555
2550 2550
2545 2545
2540 2540
2535 2535
2530 2530
2525 2525
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2550
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2540
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2530
2525
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L=240'
S=2.39%
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D=8"
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D=8"
i
N
1i
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v
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
SANITARY SEWER MAIN'D'
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
2560
2555
2550
2545
2540
2535
2530
2525
Z
O
Yl
`N
th
/
0
W
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m
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a
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W
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W
N
Q
DESIGNED
JKS
DRAWN
JKS
CHECKED
KS
APPROVED
KS
w
0
PRIVATE LANE SECTION
NOT TO SCALE
MINOR URBAN SECTION
NOT TO SCALE
SHEET 5 OF 5
DATE: DECEMBER 2021
BRONZE BOW 21009
PROJECT NO:
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\P ROJ ECTS\21 009\ACAD DWG\SH EETS\21 009 - PRE -PLAT SITE PLAN.DWG