HomeMy WebLinkAboutConstruction Drawings C-001 V1V
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LEGEND
EXISTING PROPOSED
PERMANENT EASEMENT
BOUNDARY LINE
SECTION LINE
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SANITARY SEWER LINE
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WATER LINE
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GRAVITY IRRIGATION PIPE
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PRESSURE IRRIGATION LINE_PM_
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STORM DRAIN LINE
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CENTERLINE
PUBLIC RIGHT OF WAY LINE
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P/L
LOT LINE
6" VERTICAL CURB AND GUTTER
6" VERTICAL CURB (NO GUTTER)
ROLLED CURB & GUTTER
5' SIDEWALK
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SEWER MANHOLE
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STORM DRAIN MANHOLE
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GRAVITY IRRIGATION MANHOLE
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DITCH FLOW LINE
PRESSURE IRRIGATION SERVICE
STREET LIGHT
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FIRE HYDRANT
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EDGE OF GRAVEL
OVERHEAD POWER
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FENCE LINE
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STREET SIGN
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SINGLE WATER SERVICE
DOUBLE WATER SERVICE
WATER VALVE
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CONCRETE SIDEWALK
ASPHALT ROADWAY
ABBREVIATIONS
ACHD
ADA COUNTY HIGHWAY DISTRICT
BC
BARRIER CURB
BFE
BASE FLOOD ELEVATION
CB
CATCH BASIN
CL
CENTER LINE
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EG
EXISTING GROUND
FG
FINISH GRADE
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FL
FLOWLINE
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GB
GRADE BREAK
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GWE
GROUND WATER ELEVATION
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a
HP
HIGH POINT
5
IRR
IRRIGATION
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ISPWC
IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION
PC
POINT OF CURVE
PCC
POINT OF COMPOUND CURVE
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PRC
POINT OF REVERSE CURVE
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PIRR
PRESSURIZED IRRIGATION
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PT
POINT OF TANGENCY
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SD
STORM DRAIN
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SS
SANITARY SEWER
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SDMH
STORM DRAIN MANHOLE
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SSMH
SANITARY SEWER MANHOLE
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STA
STATION
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SW
SIDEWALK
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TES
THICKENED EDGE SIDEWALK
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NC
TOP BACK OF VERTICAL CURB
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VOL
VOLUME
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WATER
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WSE
WATER SURFACE ELEVATION
GORILLA MIND
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0 500 1,000
SCALE IN FEET
BASIS OF COORDINATES AND ELEVATIONS
ADA COUNTY GIs COORDINATE SYSTEM, MODIFIED ID WEST
TRANSVERSE MERCATOR PROJECTION
ORIGIN LATITUDE N41'40'
ORIGIN LONGITUDE W115°45'
FALSE NORTHING: 0 FT
FALSE EASTING: 2625138.999 FT
SCALE FACTOR (TRIMBLE) 1.0001132803
UNITS: US SURVEY FEET
HORIZONTAL DATUM: NAD83(CORS)
VERTICAL DATUM: NAVD88/GEOID09
HORIZONTAL & VERTICAL COORDINATES ARE BASED ON IDTD CORS EPOCH 2O02
(PID:AJ3346)
N43'39' 10.57391 "
W 1 16° 17' 00.21354"
Ht: 2589.227
N: 724441.996
E: 2483948.698
EL: 2644.859
The Engineer of Record certifies that the plans are prepared in
substantial conformance with the ACHD policy and standards in
effect at the time of preparation. The Engineer acknowledges that
ACHD assumes no liability for errors or deficiencies in the design.
all variances from ACHD policy shall be approved in writing. The
following variances, listed by date and short description, were
approved for this project: NONE.
MERIDIAN, ID
E. FRANKIUN ROAD
PROJECT NO. 10-21-127
J-U-B ENGINEERS, INC.
2760 West Excursion Lane, Suite 400, Meridian, Idaho 83642
p 208 376 7330 w www.jub.com
THE GATEWAY
OTHER J - U - B COMPANIES ® LANGDON �.;� MAPPING
GROUP ' INC.
Sheet List Table
Sheet Number
Sheet Title
C-001
COVER SHEET
C-002
NOTES SHEET
C-100
EXISTING CONDITIONS AND DEMOLITION PLAN
C-200
GRADING PLAN
C-300
PARKING LOT PLAN
C-301
DRAINAGE PLAN
C-400
WATER AND SEWER PLAN
C-500
SITE DETAILS
DEVELOPER: POWER:
HANSEN-RICE
IDAHO POWER
JUSTIN TOUCHSTONE
ARLIN SMITH
1717 E CHISHOLM DR
10790 FRANLIN ROAD
NAMPA, ID 83687
BOISE, ID 83709
PHONE (208) 442-4240
PHONE: (208) 388-2167
EMAIL: JTOUCHSTONE@HANSEN-RICE.COM
ROADWAYS
ADA COUNTY HIGHWAY DISTRICT
3775 ADAMS STREET
GARDEN CITY, ID. 83714
PHONE : (208) 387-6100
REUSE OF DOCUMENTS
IRRIGATION DISTRICT:
SETTLERS IRRIGATION DISTRICT
1910 N GARDEN ST.
BOISE, IDAHO 83706
PHONE : (208) 343-5271
J-U-B grants to CLIENT a nonexclusive, non -transferable license to use the
Drawings, Specifications and/or Contract Documents (Documents) as follows:
CLIENT may make and retain copies of the Documents for reference, but J-U-B
shall retain all common law, statutory and other reserved rights, including the
copyright thereto, and the same shall not be reused on this Project or any other
Project without J-U-B's prior written consent. Distribution of Documents to meet
regulatory or permitting requirements, or for similar purposes, in connection with
the Project, including but not limited to distribution to contractors or subcontractors
for the performance of their work, is not to be construed as publication adversely
affecting the reserved rights of J-U-B. The Documents are not intended for use in
creating dtm for grading or earthwork, survey staking layout (unless specifically
identified as such in the documents), or property boundary layouts.
Any reuse without written consent by J-U-B, or without verification or adoption by
J-U-B for the specific purpose intended by the reuse, will be at CLIENT's sole risk
and without liability or legal exposure to J-U-B. The CLIENT shall release, defend,
indemnify, and hold J-U-B harmless from any claims, damages, actions or causes
of action, losses, and expenses, including reasonable attorneys' and expert fees,
arising out of or resulting from such reuse.
If the Documents are provided in electronic format, the electronic documents are
subject to the provisions of J-U-B's "electronic document/data limited license"
found at edocs.jub.com.
(Jew
J-U-B ENGINEERS, INC.
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FILE: 10_22_019_C-00
JUB PROJ. # : 10-21-127
DRAWN BY: KMM
Know VVws below. DESIGN BY: KMM
Call before ym dig. I CHECKED BY: KHM
CALL 2 BUSINESS DAYS IN
ADVANCE BEFORE YOU DIG,
AT FULL SIZE, IF NOT
LAST UPDATED: 5/12/2022
SHEET NUMBER:
GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND
MEMBER UTILITIES
—00 J
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