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SHEET INDEX IMPROVEMENT PLANS FOR °����\GE
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D_ C0.1 NOTES CALL DIGLINE INC.
WINDROW SUBDIVISION NO . 1 16970
4-10-24
C1 .0 FINAL PLAT SHEET 1 PRIOR TO COMMENCING
w vfijats below. UNDERGROUND WORK LOCATED IN THE S 112 OF THE SW 1 /4 OF SECTION 25OF
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C1 .1 FINAL PLAT SHEET 2 ��Call before you dig. (208) 342-1585 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN N^/E M.G�P�Q
C1 .2 FINAL PLAT SHEET 3
�' C2.0 OVERALL SITE/UTILITY PLAN ADA COUNTY, IDAHO z
J C3.0 MASS GRADING PLAN SOUTHWEST 2024 un rn
cn C3.1 MASS GRADING PLAN EAST z V+
C3.2 MASS GRADING PLAN NORTH SURVEY DATUM °
C3.3 DRAINAGE PLAN N J
C4.0 SWIFT CURRENT WAY/SELAWICK WAY PLAN AND PROFILE HORIZONTAL DATUM BASED ON ADA COUNTY GIS. � �W uj o
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j C4.1 JASPER STREET PLAN AND PROFILE ALL ELEVATIONS SHOWN ARE NORTH AMERICAN 0
C) C4.2 JASPER STREET PLAN AND PROFILE (CONT.) VERTICAL DATUM OF 1988 (NAVD 88).
w 0 40 80 160 240 1 a in o M
O C4.3 MAVORA WAY/SALTWATER AVE PLAN AND PROFILE I'D 00
z C4.4 AMITY ROAD IMPROVEMENT PLAN W AMITY RD Xp L ° rn
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3 o C5.0 SEWER LINE A PLAN AND PROFILE SCALE: 1" = 80' a U) 00
C5.1 SEWER LINE B PLAN AND PROFILE m E
C5.2 SEWER LINE B+D PLAN AND PROFILE N
w C5.3 SEWER LINE C+E PLAN AND PROFILE \cq��/ VICINITY MAP 0)
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C6.0 WATER PLAN / s��TF� 1 =1000' U
C7.0 IRRIGATION PLAN / q�
cf) C7.1 IRRIGATION PROFILES
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C7.2 PUMP STATION DETAILS 8 BLOCK 6
x C8.0 STREET LIGHT AND SIGNAGE PLAN
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j C8.1 AMITY ROAD STRIPPING PLAN
C9.0 ROADWAY DETAILS 7 \ SITE DATA Q o
DEVELOPER o 0
C9.1 ROADWAY DETAILS (CONT.) G20 LLC °
ADA COUNTY PARCEL #S1225336510/#S1225347078 PO BOX 93 0 0
cn C9.2 STORM DRAIN DETAILS 6 EAGLE, ID 83616
z / \ SITE AREA = ±17.64 ACRES (208) 336-5355
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o / 14 ` PROPOSED LAND USE ZONE: R-8 _
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\ \ NUMBER AREA % o > o
_ CIVIL ENGINEER
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CORINNE GRAHAM, PE r Z
LEGEND / 12 RESIDENTIAL LOTS 57 8.24 AC 46.7% a a
w / 4 CIVIL SITE WORKS LLC N g N
\ PO BOX 6059 u 0
- - SUBDIVISION BOUNDARY LANDSCAPE COMMON LOTS 10 4.26 AC 24.1% BOISE, ID 83707 w a
~ PUBLIC RIGHT-OF-WAY \ (208) 946-3874 ° CD
z 11 ,r PUBLIC RIGHT-OF-WAY N/A 5.14 AC 29.2% CGRAHAM®CSWENGINEERING.COM o o
cn - ROAD CENTERLINE 13 y 3 \ < z
LOT LINE / BLOCK 5 °�� TOTAL 67 ±1 7.64 AC 1 00% Q
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10 2 SURVEYOR
o CURB AND GUTTER \ JEFF BEAGLEY, PLS o
v 8"SS> SEWER MAIN SAWTOOTH LAND SURVEYING LLC
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BLOCK 6
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0 8"W WATER MAIN 9 1 2030 S.EMMETT, ID 8361 AVE.
TT, ID 83617
STORM DRAIN PIPE 1 (208) 398-8104
<12"SD DESIGNED: C. GRAHAM
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CHECKED: C. GRAHAM
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w FIRE HYDRANT I 7 �� 7 3 APPROVED: C. GRAHAM
SINGLE WATER METER/SERVICE
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v DOUBLE WATER METER/SERVICE \ 6 BLOCK 7 \ \ PREPARED FOR:
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0 io 2" BLOW-OFF ASSEMBLY BLOCK 3 W
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Ti A4 .1►. ti ►� WATER FITTINGS ` \ EAGLE, I D 83616
Q PRESSURE IRRIGATION SERVICE I 2 < I 1 2 3 4 5 6 I 5 1 2 \ \ LK/NS LgTER,"
ci "" GRAVITY IRRIGATION MANHOLE BLOCK 5 _
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® CURB INLET
so STORM DRAIN MANHOLE I W.JASPER STREET - - - - - -
o o SAND AND GREASE TRAP I W.JASPER STREET _
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i i STORM DRAIN SEEPAGE BED z
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i i 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2Lu
2 3 4 5 6 7 8 9 10 11 Z
sa BARRICADES
STREET SIGNS I BLOCK 2 BLOCK 2 1 1
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Ld STREET LIGHT � ul
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D_ y3o�� PROPOSED MAJOR CONTOUR (5') W
PROPOSED MINOR CONTOUR (1') W.AMITY ROAD
EXISTING MAJOR CONTOUR (5') - - - - - - - - - - - - - - - - - - - - - - - - - - W. AMITY ROAD - - Q LZ (�
w EXISTING MINOR CONTOUR (1') W W
2.00%
DRAINAGE ARROW WITH PERCENT SLOPE
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IDAHO POWER INFORMATION c
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NOTICE TO CONTRACTORS PROJECT CONTACT: JAMES NEYLAN z
_j (208) 336-5355 EXT. 2
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED JAMESCa?CONGERGROUP.COM
0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME FUTURE PHASES
w SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
cn THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED PHASE 2 18.55 ACRES 65 LOTS
J ACHD CERTIFICATE OF COMPLIANCE PHASE 3 14.08 ACRES 47 LOTS
TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PHASE 4 7.17 ACRES 35 LOTS
DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF PHASE 5 7.69 ACRES 46 LOTS
MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE
o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND - <
STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE ❑� ❑� v~i CSW PROJECT NO. 19022
= ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR PRESSURE IRRIGATION PUMP STATION (2) 15 HP PUMPS < DRAWING DATE 04/10/2024
UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM (1) 5 HP PUMP p
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING 3-PHASE 640V a
o OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE LD- RSUB-2024-0006
APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. SERVICE POLE REMOVAL REQUIRED. SEE SHEET C2.0. >_ Como
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