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G W. AMITY ROAD_ 1
SSMH#X.1 G G G G �_ W.AMITY ROAD
RIM:2744.37 .�• ,
HAWKINS SYRINGA CROSSING
DEPTH:23.54'
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INV IN(E):2720.83 4 SSMH#A.1 - - - _ _ V
PROPOSED NORTHERLY AND WESTERLY 3m
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SEWER TO BE CONSTRUCTED BY OTHERS \ BLOCK 1 DEPTH:13.18'
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II \ LOT 1 INV IN(S):2722.95 - - - - - - - - - - - - - - - - - SUBDIVISION
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30,586 SF INV OUT(W):2722.85 ` A PARCEL OF LAND SITUATED IN A PORTION OF T H E
\ 0.70 AC.± 0 RIM:ao 3 SSMH#6.3
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\ \ s BLOCK 1 s DEPTH:7.37' 1
\ \ 3 BLOCKSSMH#A.2 1
RIM:2739.19 41,693 SF LOT 3
INV OUT(s):2727.21 NORTHEAST 1 4 OF THE NORTHEAST 1 4 OF SECTION 36,
I \ \ 2 N DEPTH: 15.78' m / / 1
0.96 AC.± 51,360 SF r BLOCK 1
\ �� \ � 00 INV IN(S):2723.51 I I I I I I I
\ INV OUT(N):2723.41 1.18 AC.± 3 2 43 LOT SF I TOWNSHIP 3 NORTH, RANGE 1 WEST, B O I S E MERIDIAN,
\ \ 2 I 3 1.00 AC.± I I I l o l I I
\ N I Q ADA COUNTY IDAHO
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RIM:2739.05 I I I I I zQ I I I
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I DEPTH:12.71' I p
\ \ INV IN(N):2726.44 I x I I I w I I" "GI 48"GI 48"GI 48•'GI 48"GI 48"GI Lu
\ \ m INV OUT(S):2726.34
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a w BOUNDARY LINE s w 8 w s"w a"w s'w s"w \ I I I I I I I ADJACENT PROPERTY LINE
s ROAD CENTERLINE
SSMH#13.1
SSMH#A.3 SSMH#AA � &S s / RIM:2741 16 I I I I - - - SECTION LINE
2 RIM:2742.23 RIM:2741.09 \ DEPTH: 15.15' BLOCK 1 I R/W R/W R/W RIGHT-OF-WAY LINE
DEPTH:18.13' DEPTH: 15.99 s INV IN(NE):2726.11 LOT 5
INV IN:(E)2724.19 INV IN(E):2725.20 SSMH#A.5 \ INV OUT(SW):2726.01 51,815 SF
I I I I I I I - - - - - - - - - - - - - - EASEMENT LINE (AS NOTED)
INV OUT:(N)2724.09 INV OUT(W):2725.10 RIM:2743.80 \ \\ 1.19 AC ± x x x x FENCE LINE I DEPTH: 1 I I I I I I I EP EP EP EDGE OF PAVEMENT
INV IN(NE,SE):2725.84.84 `y
INV OUT(NW):2725.74 \ 2 4 I EG EG EG EDGE OF GRAVEL
\ \ 3\\ I I I I w w w w WATER LINE (SIZE AS NOTED)
s s s s SANITARY SEWER LINE (SIZE AS NOTED)
- - - - - - - - - - - - - - - - I I I I I I -SD-SD-SD- STORM DRAINAGE LINE (SIZE AS NOTED)
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°D s I \ I GI GI GI GI GRAVITY IRRIGATION
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#.6 \ I I I I I I Pi P -Pi P PRESSURE IRRIGATION
RIM
DEPTH: 15.16'
I G GAS LINE
INV IN(S):2728.11 OD I I I I I I I oP- OVERHEAD POWER LINE
INV OUT(N):2728.01 00 m 3 I� or or r OVERHEAD TELEPHONE LINE
c c c CABLE LINE
I - - - SIGNAL LINE
I\ m I I I I I I QS SANITARY SEWER MANHOLE
I FIRE HYDRANT
BLOCK 1
WATER VALVE
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1 LOT 7 Co I BLOCK 1 I �Q� UTILITY POLE
406,071 SF LOT 6 I I I I I I OT CABLE TV MANHOLE
f 11 9.32 AC.± I 76,680 SF I I ELECTRICAL BOX
I 1 I 1.76 AC.± I n
I I I I I I O LIGHT POLE
1 m NIk I IR IRRIGATION STUB
WELL
1 l GM GAS METER
SSMH#A.7 /\ TRASFORMER RIM: co I 20
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DEPTH:9.12' I Qo FOUND 5/8" REBAR, AS NOTED
I INV OUT(N):2733.80 I I I I I " FOUND BRASS CAP, AS NOTED
I I s ® FOUND ALUMINUM CAP, AS NOTED
OD0D G CALCULATED POINT
`5 j o l 1 III I I PHASING NOTE KEYNOTES
a"w s"w I G) CONSTRUCTION PHASING IS PROPOSED AS FOLLOWS: O1 CONNECT TO EXISTING WATER
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I PHASE 1: PUBLIC AND PRIVATE ROADWAY IMPROVEMENTS O2 STUB WATER FOR FUTURE CONNECTION
A I 2 I INCLUDING UTILITY MAINS, COMMERCIAL SITE PAD
GRADING AND UTILITY SERVICE STUBS. O3 STUB SEWER FOR FUTURE CONNECTION
1 PHASE 2: MULTIFAMILY DEVELOPMENT INCLUDING BUILDINGS, O4 CONNECT TO EXISTING GRAVITY IRRIGATION
DRIVE AISLES, UTILITIES, AND STORM DRAIN
I i I I I I I I I IMPROVEMENTS.
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NOTE: SPECIFIC CONSTRUCTION PHASING AND ORDER OF
WORK TO BE PROVIDED DURING FINAL DESIGN.
VICINITY MAP
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W.AMITY ROAD
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LOCATION
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DATE: DECEMBER 18,2024
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PROJECT: 23-151
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Plan Scale: 1" = 60' P P3.0
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PRELIMINARY PLAT SHOWING
HAWKINS SYRINGA IN
SUBDIVISION
A PARCEL OF LAND SITUATED IN A PORTION OF THE
NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 36,
TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN,
ADA COUNTY, IDAHO
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PROPOSED GRAVITY
IRRIGATI N PIPE
STA:17 0 6.3 7
ELEV:2 727.97 —
10 —
PROPOSE NORTH AND
WEST SE ER TO BE 5' f " PVC — 4
CONSTRU TED BY OTHERS of g" PV —0.40%
4 of " PVC —0.40%
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9+50 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 23+50 24+00 24+50 25+00 25+50 26+00
SEWER ALIGNMENT A
0 60 120 180 0 6 12 18
Plan/Profile Scale: 1" = 60' Profile Vertical Scale: 1" = 6'
NOTE:
SANITARY SEWER PROFILES ARE PRELIMINARY. THE LOCATION AND ELEVATION OF THE
x STRUCTURES AND PIPES SHALL BE DETERMINED AT FINAL DESIGN.
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DATE: DECEMBER 18,2024
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PROJECT: 23-151
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SHEET NO.
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