HomeMy WebLinkAboutGrove Apt_C2 GRADE-RevisedBACKFILL '
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ADD17IONAL NOTES TO CONTRACTOR:
RACTOR:
1) CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, &
SEXER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR
INVERTS DO NOT MATCH PLANS.
2) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROWIMATE LOCATIONS. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED
BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
3) TOPOGRAPHIC INFORMATION SUPPLIED BY THOMPSON ENGINEERING, INC.
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---------- ______________ EXISTING SEWER W/ MANHOLE
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--'---— — — EXISTING WATER MAIN W/ VALVE
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APPROX. LOCATION FOR SITE LIGHTING SEE MECHANICAL PLANS
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CONSTRUCT KEYSTONE LANDSCAPE WALL OR EQUAL PER ARCHITECTS
4i PLANS. TIE BACK AND ANCHOR PER MANUFACTURERS RECOMMENDATIONS
!I CONSTRUCT STANDING CURB PER DETAIL SHEET C3.0
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CONSTRUCT STANDARD CURB & GUTTER PER CITY OF REXBURG
AND ISPWC SD -705. SEE ALSO DETAIL SHEET C3.0
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CONSTRUCT THICKENED EDGE SIDEWALK
— ---- ---- — -- -- = SEE DETAIL ON SHEET C3.0
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CONSTRUCT GRADE BREAK
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CONSTRUCT SAND/ GREASE SEPARATOR
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C� CONSTRUCT LANDSCAPE DRAIN PER DETAIL SHEET C3.0
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CONSTRUCT PEDESTRIAN RAMP PER DETAIL SHEET C3.0
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---RD-- -- CONSTRUCT ROOF DRAIN PIPING
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99.89 DESIGN GRADE 0 LANDSCAPE DRAIN
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99.89 DESIGN GRADE 0 FLOW LINE OF VALLEY GUTTER
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i; 99.88 GRADE 0 TOP OF VERTICAL CURB
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99.88 TBC GRADE 0 TOP OF EXTRUDED CURB
99.38 TSW GRADE 0 TOP OF SIDEWALK
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99.18 DESIGN GRADE ON FINISHED SURFACE TO MATCH
SME EXISTING PAVEMENT GRADE
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99.18 DESIGN GRADE ON FINISHED SURFACE TO MATCH
ATE EXISTING PAVEMENT GRADE
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49.18 TVC DESIGN GRADE 0 TOP OF VERTICAL CURB
ii 48.70 GRATE DESIGN GRADE 0 GRATE OF ISPWC TY. 1 CATCH BASIN
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46.20 INV.OUT DESIGN INVERT OF OUTLET PIPE
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0.45% DESIGN SURFACE SLOPE
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SURFACE GRADE BREAK
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Q 5' TRANSITION TO EXISTING CURB CUT FROM NEW VERTICAL CURB AND
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GUTTER.
® INSTALL PEDESTRIAN RAMP WITH TACTILE WARNING TO MEET CITY OF
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PROTECT IN PLACE EXISTING POWER POLE
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Q INSTALL 4' VALLEY GUTTER WITH FILLETS PER ISPWC SD -708
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�}E INSTALATION. REPLACE SIDEWALK AND BASE MATCH EXISTING ON
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BOTH ENDS.
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A.D.A. REQUIREMENTS.
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INSTALL TRASH ENCLOSURE SEE ARCHITECTS PLANS FOR DETAILS.
REMOVE EXISTING TREES AND BACKFILL AREA WITH SUITABLE ON—SITE
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REMOVE CURB, GUTTER AND DETACHED SIDEWALK AS REQUIRED TO
�.:./ CONSTRUCT IMPROVEMENTS SHOWN.
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STEP LANDSCAPE WALL DOWN TO MATCH GRADE.
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CONSTRUCT ACCESSIBLE RAMP PER ARCHITECTS PLANS AND THE
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DROP TOP OF WALL AT GATE TO BE FLUSH WITH ADJACIENT SLAB
" SURFACE.
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NEW ASPHALT ACCESS ROAD AND, CONCRETE CURB AND GUTTER TO
BE INSTALLED BY THE CITY OF REXBURG CONCURRENTLY WITH THIS
PROJECT. THE CONTRACTOR SHALL COORDINATE EXCAVATION, FILL
AND NEW WORK, WITH WORK PROVIDED BY THE CITY.
! CONTRACTOR TO INSTALL STANDARD CURB AND GUTTER PER CITY OF
r REXBURG AND ISPWC SD -705. SEE ALSO DETAIL ON SHEET C3.0
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CONTRACTOR TO INSTALL STANDING CURB DETAIL ON SHEET C3.0
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19 SIJE BENCHMARK
TBM ELEVATION - 4863.03' REXBURG CONTROL POINT.
FOUND BRASS CAP IN E. 1 ST STREET
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P'• 14-009-00
Grove ApLMAST
DATE- MAY 23, 2014
D9AWN: MMM
REVISIONS:
6-3-14 REV. TO ADD
SLOPE ON PROPERTY TO
WEST.