Compass East C-103I '
E
ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT
EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. SPECIFY THAT NO
EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS
SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
I X
EXISTING 4" PRESSURIZED
IRRIGATION LINE
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PROPOSED 8" OFFSITE PUBLIC WATER MAIN EXTENSION
(SEE W AVIATOR ST PLANS FOR PROPOSED
IMPROVEMENTS)
PROPOSED OFFSITE STORM WATER BASIN
f• .--�: X X X X . . X
. :: . . . . • . . • . . . . . . . common. ..�• � • • tetA-
X X X X X X X X X X X X X X—M X X
T EXISTING IRRIGATION CONTROL BOX
8 SPACES r' 8 SPACES
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II 1"ELECTRIC SLEEVE (TYP)
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_—_— 8SPACES
19.5' 25' 19' 19' 2514
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25'
INSTALL HOSE BIB
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II 9' 8' 8' 9'
RELOCATE II TYP)
-EXISTING w —�—I—
FIRE HYDRANT 7 SPACES II L 8 SPACES
CONNECT TO EXISTING
IRRIGATION PRESSURE LINE
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°. EXISTING DRAINAGE SWALE
EXISTING 3" �< °. PROPOSED 3" PVC C900
PRESSURIZED ` ; a PRESSURIZED
IRRIGATION LINE IRRIGATION LINE
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Alk
EXISTING SCHOOL
7 SPACES
X
PROPOSED 8" ONSITE WATER LINE
(SEE SHEET C-201)
PLAYGROUND
CONTRACTOR/INSTALLER
TO CONNECT PLAY AREA
DRAINAGE SYSTEM TO
EXISTING SWALE
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12" I NV: 2545.92
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GENERAL NOTES:
REFER TO ELECTRICAL PLANS FOR PROPOSED SITE LIGHTING.
REFER TO LANDSCAPE PLAN FOR RESTORATION OF ALL NON PAVED SURFACES.
CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS NOT BEING OBTAINED BY
THE OWNER. CONTRACTOR IS REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT
NECESSARY DRAWINGS, FEES, ETC. TO THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL
PAY ALL FEES RELATED TO PERMIT(S) AND SECURE PERMIT(S) IN HIS NAME.
CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND
INSPECTIONS WITH THE PROPER JURISDICTION AND PAY ALL ASSOCIATED FEES.
THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER,
SANITARY SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO
CONSTRUCTION. CONTACT ENGINEER WITH ANY DISCREPANCIES.
REFERENCE SOILS REPORT FOR BORING LOGS AND PREPARATION AND CONSTRUCTION
PROCEDURES FOR SUBBASE AND DESIGN SECTION OF ALL PAVED AREAS.
ALL ITD REFERENCES ARE TO THE 2020 EDITION.
SEE W. AVIATOR STREET IMPROVEMENT PLANS FOR OFFSITE IMPROVEMENTS.
ALL DIMENSIONS SHOWN TO CONCRETE CURB AND GUTTER ARE TO BACK OF CURB UNLESS
OTHERWISE NOTED.
ALL PAVEMENT MARKINGS SHALL BE 4" WIDE. STANDARD PARKING SPACES SHALL BE MARKED IN
WHITE AND BARRIER FREE SPACES IN BLUE. EACH BARRIER FREE SPACE SHALL BE PROVIDED
WITH A PAINTED PAVEMENT SYMBOL, A PRECAST CONCRETE BUMPER BLOCK, AND A SIGN PER
THE MANUAL OF UNIFORM TRAFFIC CONTROLS.
GENERAL STORM SEWER NOTES:
ALL STORM SEWER PIPE SHALL BE PE.
MATERIALS, INSTALLATION, AND TESTING OF THE STORM SEWER SYSTEM SHALL CONFORM TO
ISPWC STANDARDS.
ALL STORM WATER TO BE RETAINED ONSITE.
ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT
EDITION OF THE ISPWC AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. SPECIFY THAT NO
EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS
SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT.
EXISTING LEGEND
® CONTROL POINT PROPERTY IRON ® NAIL IN WASHER
MONUMENT
CAP
® T-POST MONUMENT
ALUMINUMBRASS AP
MONUMENT
MONUMENT
CONCRETE
BITUMINOUS
o
RIP RAP
CURB & GUTTER
LANDSCAPE CURB
— —
CENTER LINE
PROPERTY LINE
DITCH
POND / EDGE OF WATER
X
FENCE
EX IR GR EX IR GR
IRRIGATION LINE - GRAVITY
EX IR PR EX IR PR
IRRIGATION PIPE - PRESSURIZED
WTR
WATER MAIN
SAN
SANITARY SEWER
STM
STORM SEWER
UG-E
UNDERGROUND ELECTRIC
PROPOSED LEGEND
T SIGN
+
LANDING AREA D DETECTABLE WARNING
(SHEET C-501/DETAIL #9)
o BUMPER BLOCK
FLARED END SECTION HYDRANT
(SHEET C-501/DETAIL #7)
(SHEET C-501/DETAIL #5) W (SHEET C-502/SD-W8)
_ SPILLWAY
WATER VALVE J-1 TEE
— (SHEET C-501/DETAIL #4)
®
(SHEET C-502/SD-W11)
STREET LIGHT
CONCRETE SIDEWALK
(SHEET C-501/DETAIL#1)
STANDARD DUTY BITUMINOUS
(SHEET C-501/DETAIL#2)
RIP RAP
STANDARD CURB & GUTTER, TYPE 2
(SHEET C-502 / SD-615-1)
SINGLE CURB, TYPE 2
(SHEET C-502 / SD-615-1)
—
—
CENTER LINE
• •
POND/BASIN
. . . . .
DITCH
——
WATER MAIN
IR GR
IR GR
IRRIGATION PIPE - GRAVITY
IR PR
IR PR
IRRIGATION PIPE - PRESSURE
X
FENCE
50 S Cole Rd
Boise, ID DIG Lu ne--im- 800 342- 58509
Cal! Before'You D T 208-342-1585
NOTE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL
POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY BETWEEN
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
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PARADIGM DESIGN
ARCHITECTS I ENGINEERS
HENRICKSON
4650 E Cotton Center Blvd, Suite 110 ARCHITECTURE + PLANNING
Phoenix, AZ 85040 100 Grandville, Suite 030
(602) 374-4066 Grand Rapids, MI 49503
616.458.5554
Grand Rapids I Phoenix I Traverse City
www.paradigmae.com
JOB #: 2001004PH
FIRM #: 3856 (EXP. 01/31/2021)
WILLIS M. HADLOCK JP,., P.E.
ID - REGISTRATION #1 5063
EXP. DATE 0 1 /3 1/2 0 2 1
0 30' 60'
SCALE: 1 "=30'
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CZC-BID SET 07.29.20
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DRAWN BY: JL
CHECKED: DF
LAYOUT & UTILITY
PLAN
PROJECT No. • 2001004PH
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