HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (2) 8.17.22 - 22-00483 - Temple View - 660 S 2nd W - Parking Lot - 1 PAGE30.00'
28.03'
14.33'
28.86'23.03'
9.00'
R10.00'
R9.50'
R10.50'
R5.00'
R5.00'
5'
R4.50'R5.00'
R2.50'
24.00'
R5.00'
CB-PROPOSED
RIM:4909.88
INV OUT:4906.88
Install 71' of 12" ADS N-12. Storm Pipe @ 2.43%
FRENCH DRAIN-EXISTING
RIM:4908.17
PROPOSED INV IN:4905.17
R71.05'
R23.82'
R39.32'
R44.06'
R19.26'
R3.25'
R17.18'18.00'
24.00'
590.53'
24.30'
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
DKRRGJ
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JOB NO:
DATE:
2021-621
AUGUST 2022
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PARKING SPACES REQUIRED = 80 PARKING STALLS + 4 ADA.
EXISTING PARKING SPACES = 45 STD. +4 ADA.
PROPOSED PARKING SPACES = 17 STD 9'X20'.
20 COMPACT 9'X16
25% COMPACT PARKING ALLOWED.
24.4% MET WITH PROPOSED
TOTAL PARKING SPACES = 82 PARKING STALLS + 4 ADA.
PARKING REQUIREMENTS
07/19/2019
PRELIMINARY
FOR REVIEW
NOT FOR
CONSTRUCTION
SITE NOTES:
INSTALL TYPE II ROLLED CURB AND GUTTER PER ITD STD. DWG 704
INSTALL 6" VERTICAL CURB PER DETAIL ON THIS SHEET.
INSTALL ADA COMPLIANT RAMP. SEE DETAIL 1 ON SHEET 7 OF 8
INSTALL CONCRETE SIDEWALK PER ITD STD. DWG. 714-1
INSTALL ADA COMPLIANT CURB RAMP PER ISPWC SD-712G
4" WIDE WHITE PARKING TYP.
INSTALL ADA COMPLAINT RAMP PER ISPWC SD-712F
LANDSCAPING. SEE GRADING/DETAIL SHEET AND LANDSCAPE PLANS
FOR DETAILS
RETAIN AND PROTECT EXISTING CATCH BASIN.
INSTALL CHAIN LINK FENCE DUMPSTER ENCLOSURE
PLACE COMPACT 9'X16' PARKING STALLS
SNOW STORAGE AREA. 4042 SF.
INSTALL CATCH BASIN
RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK, CURB AND
GUTTER
REMOVE EXISTING VERTICAL CURB, CURB AND GUTTER
SAW CUT AND REMOVE EXISTING ASPHALT TO MATCH WITH NEW
ASPHALT BALLAST.
INSTALL PARKING LOT BALLAST. SEE DETAIL THIS SHEET.
INSTALL 4" ELECTRICAL CONDUIT.
INSTALL SOIL RETAINING WALL. SEE DETAIL ON SHEET 7 OF 8.
INSTALL RIGID PAVEMENT BALLAST. SEE DETAIL ON THIS SHEET.
RELOCATE LIGHT FIXTURE.
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7
10
13
10
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4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
3" DEPTH ASPHALT PLANT MIX
6" VERTICAL CURB
6"
(NTS)
ASPHALT
SLOPE
6"
1'-6"
TYP.
3/4" CRUSHED GRAVEL
4" MIN. THICKNESS
(COMPACTED TO 95% ASTM D698)
R1/2"R1"
PARKING LOT BALLAST
(NTS)
13
GENERAL LAYOUT/DETAIL SHEET FOR:
TEMPLE VIEW TRANSITIONAL CARE
18
1818
19
19
30.00'
6" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
6" DEPTH CONCRETE SLAB. 5000 PSI
CONCRETE. #4 BAR 18" O.C. SPACING GRID
RIGID PAVEMENT BALLAST SECTION
PLACE GEOTEXTILE FABRIC IF
SUBGRADE IS FOUND TO BE CLAY
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120.59'
5
7
3
7
12
12
SIGHT TRIANGLE
SIGHT TRIANGLE
SIGHT TRIANGLE
VALLEY GUTTER
R1.25'
16.20'
0.50'
14.93'
2.41'
SCALE: 1 inch = 5 ft.
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11 9.00'16.00'