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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT <br />0 <br />z <br />I- <br />05/09/2024 <br />W:\CHI\22\5009\00\Civil\CAD\Sheets\CD\CHI22-5009 GRADING PLAN.dwg <br />62' ACCESS, DRAINAGE <br />& EXCLUSIVE UTILITY <br />EASEMENT <br />1 <br />38' DRAINAGE EASEMENT <br />4 <br />5353.30±-7 <br />(ME) <br />5352.83±- <br />(ME) <br />Ali <br />l <br />14 <br />3 5353.04± <br />53 <br />ST. LOUIS AND BOLDER <br />INNOVATION CAMPUS FILING 1 <br />(ME) <br />5352.07 \ 5352.05- <br />PAD ELEV: 5352.75 <br />5351.97 <br />TO: 5353.15- 5352.25- <br />FL: 5352.65 <br />5352.04 <br />5351.89 <br />TC: 5352.40 <br />FL: 5351.90 <br />a 5352.32 <br />• \ • I�� <br />(- <br />i- 5351.86 <br />5351.84 5351.82-I <br />535174 <br />PAD ELEV: 5352.32-- -�-- <br />5351.58 ;� <br />PAD ELEV: 5351.25 <br />5352.16 <br />5352.89 <br />5353.00 <br />5353.10 <br />5353.15 <br />5353.61 <br />5353.58 <br />5352.15 <br />PAD ELEV: 5352.15--- <br />5351.66 j 5351.627 <br />5351.25-• • <br />5351.64 'I <br />5351.72 <br />5351.77-_ - <br />lil <br />5353.95 i 7 III <br />5353.91 <br />5352.35 ., <br />PAD ELEV: 5352.35-* _ 5352.45 <br />5352.00 5351.87 <br />5351.83-" 5351.90-� <br />5351.97- i J <br />5352.00- n rx <br />PAD ELEV: 5351.981 <br />PAD ELEV: 5352.00 <br />PAD ELEV: 5351.90 <br />MH-1- <br />CDOT TYPE 13 VALLEY GRATE <br />RIM: 5350.85 <br />N: 1,229,038.62 <br />E: 3,104,899.58 <br />INV IN:5347.66 <br />INV OUT: 5347.66 <br />PAD ELEV: 5352.55 <br />5351.90 <br />-5351.9_0_ - (5352)-- <br />�1-PAD ELEV: 5352.40 <br />• '�5351.74 <br />�5351.75 .5351.71 <br />•-5351.62 <br />r <br />-5351.73"-5351.68 <br />5351.60 <br />5351.78 1-53�52.20 <br />"\--5352.20 <br />PAD ELEV: 5352.20 <br />4-5352.20 <br />5351.63 i • 5351.54 <br />'-5351.54 0.5% <br />\-5352.10 <br />PAD ELEV: 5352.10 <br />11'5352.10 <br />-5352.25 <br />PAD ELEV: 5352.25 <br />45352.25 <br />"\-5352.45 <br />PAD ELEV: 5352.45 <br />VAN <br />5351.88 <br />EXISTING BUILDING <br />99,885 SF <br />5352.20 <br />53 -51.34 <br />\-5352.10 <br />5352.10 <br />• <br />• <br />~`53• <br />52.25 <br />• <br />•--5352.25 <br />5352.45 <br />• <br />,-5352.45 <br />5351 <br />5351.95 <br />5352.00 <br />PAD ELEV: 5352.50 EXISTING FFE: ±5355.85 <br />\ \\\ - ,-TC: 5352.82 <br />FL: 5352.32 <br />r5352.52±- _._ - _-_.TC: 5352.25- <br />(ME) - - FL: 5351.75- <br />40' ACCESS, DRAINAGE & EXCLUSIVE <br />UTILITY EASEMENT <br />MH-2 <br />CDOT TYPE 13 VALLEY GRATE - '""' -- <br />RIM:5351.23 <br />N: 1,229,075.94 <br />E: 3,104, 955.88 <br />INV IN:5347.48 <br />_ - INV OUT: 5347.48 <br />5352 <br />5351 <br />26.3 LF-8" HDPE <br />5351.54 <br />TC: 5352.60_ <br />-- ._-- FL: 5352.10--- <br />- - - - -5351.75 <br />5351.85 <br />• "/ 5351.90-\ <br />5351.68-' 5351 its <br />67.5 LF-12" RCP <br />5351.86 <br />5351.70 , 5351.82 <br />• 5351.85 • <br />5351.85 <br />59.7 LF-8" HDPE- <br />5351.49 5351.50� <br />5351.88 , <br />• <br />• <br />FFE: 5352.35 <br />5351.52-s <br />5351.56-% <br />5351.60--\ <br />TC: 5352.25 <br />FL: 5351.75 <br />67.2 LF-15" RCP <br />_(535 <br />5351.71 <br />• • <br />\5351.821 <br />5351.81 ....,-N--► <br />_♦-5351.86 <br />PAD..LEV: 5352.40 <br />• �--5351.57 <br />r^ w ^/ <br />PAD ELEV: 5352.40 <br />MH-3 <br />CDOT TYPE 13 VALLEY GRATE <br />RIM: 5351.40 <br />N: 1,229,075.94 <br />E: 3,105,023.10 <br />- INV IN:5347.30 <br />INV OUT: 5347.30 <br />5351.95±- .. <br />(ME) ~- <br />- - -1- -5351.64 <br />5351.95 <br />\• -5351.78 <br />- -5351.57 <br />-5551.46 <br />7-5351.32 <br />PAD ELEV: 5352.40 9\ -5351.30 <br />/-5351.4--5351.65 --5351.43 <br /><1.2% 1/-5351.69 1.0% lc- <br />351.55 <br />PAD ELEV: 5352.40 <br />ir--5351.75 <br />37.5 LF-15" RCP <br />\ `tip► <br />ofJ <br />/ <br />-5351.63 <br />15351.73± <br />(ME) <br />3% �-5351.78 0.5% <br />-5351.60 <br />PAD ELEV: 5352.40 <br />-5351.82 <br />E13% i-5351.87 0.8% <br />U '`-5351.77 <br />o PAD ELEV: 5352.40 1-5351.81 <br />535 .85 I 5351.85- <br />♦� �� q/ <br />5351.82-ft f\--5351.9E i 2r5351.78 <br />5351.86 ,..�.......� ♦ + <br />351 sz r i 5351.990 \ 0.5% > 1 � 1.5% I 0.6% <br />CONCRETE EQUIPMENT PADS (TYP). <br />REFER TO STRUCTURAL DRAWINGS <br />FOR PAD THICKNESS & DETAILS. <br />1.3%' It <br />5351.64- <br />5351.78 <br />5351.94 <br />5352.50 <br />PAD ELEV: 5351.97 <br />PAD ELEV: 5352.50 <br />r <br />'- 5351 64 <br />VAN <br />.--5351.51± \ <br />(ME) \ <br />5351.60± <br />/ (ME) <br />TC: 5352.35 <br />FL: 5351.85 <br />tiA <br />`-TC: 5352.20 <br />FL: 5351.70 <br />TC: 5352.25 <br />FL: 5351.75 <br />H-4 <br />1 CDOT TYPE 13 VALLEY GRATE <br />RIM: 5351.18 <br />N: 1,229,038.45 <br />E: 3,105,023.10 <br />INV IN:5347.20 <br />INV OUT: 5347.20 <br />TC: 5352.50 <br />FL: 5352.00 <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />GRADING LEGEND <br />a 5280.00 <br />x _.(5280.0) <br />.2.00% <br />HP <br />LP <br />GB <br />FFE <br />TFI <br />TBC <br />ME <br />WM NOTES: GRADING <br />PROPOSED SPOT ELEVATION <br />EXISTING SPOT ELEVATION <br />PROPOSED SLOPE / GRADE <br />EXISTING SLOPE / GRADE <br />HIGH POINT <br />LOW POINT <br />GRADE BREAK <br />FINISHED FLOOR ELEVATION <br />TOP FACE OF INLET <br />TOP BACK OF CURB <br />MATCH EXISTING <br />1. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY <br />DISCREPANCIES WITH THE ELEVATIONS SHOWN ON <br />THE PLANS. ENGINEER WILL NOT BE LIABLE FOR AN <br />COSTS ASSOCIATED WITH CHANGES TO THE DESIGN <br />WITHOUT PROPER NOTIFICATION. <br />2. SEE COVER SHEET FOR BENCHMARK, BASIS OF <br />BEARING AND SURVEY INFORMATION. <br />3. ELEVATIONS ARE PER THE SURVEY DATUM, NOT PER <br />ARCHITECTURAL FLOOR ELEVATIONS. <br />4. ELEVATIONS ARE AT FINISHED SURFACE UNLESS <br />OTHERWISE NOTED. <br />5. CURB ELEVATIONS ARE AT FLOWLINE/BOTTOM OF <br />CURB UNLESS OTHERWISE NOTED. <br />FLOWLINE/BOTTOM OF CURB ELEVATIONS IN THE <br />VICINITY OF INLETS ARE AT THE EXTENDED <br />FLOWLINE ELEVATION AND DO NOT ACCOUNT FOR <br />LOCAL DEPRESSIONS. <br />6. EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS <br />NECESSARY FOR PROPOSED GRADING. <br />7. SIDEWALKS AND LANDINGS SHALL BE 2.00% MAX <br />CROSS -SLOPE TOWARD ROADS, DRIVE LANES, AND <br />PARKING AREAS UNLESS OTHERWISE NOTED. <br />8. ACCESSIBLE PARKING STALLS AND LOADING AREAS <br />TO BE 2.00% MAX SLOPE IN ANY DIRECTION. <br />9. CROSS -SLOPE FOR WALK THROUGH CURB CUT <br />SHALL NOT EXCEED 2.00% MAX ANYWHERE. <br />10. REFER TO GEOTECHNICAL REPORT FOR <br />GROUNDWATER ELEVATIONS. <br />11. GRADING OF LANDSCAPED AREAS AROUND <br />BUILDING TO COMPLY WITH GEOTECHNICAL REPORT. <br />12. PEDESTRIAN GUARDRAILS TO BE INSTALLED WHERE <br />REQUIRED BY LOCAL, STATE OR FEDERAL <br />REQUIREMENTS. RE: ARCHITECTURAL/LANDSCAPE <br />PLANS. <br />13. MAINTAIN EXISTING DRAINAGE PATTERNS WITHIN <br />NEW EQUIPMENT PAD LOCATIONS. <br />0 10 20 40 <br />N•musi <br />SCALE: 1" = 20' <br />ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. <br />900 south broadway <br />denver, co 80209 <br />0 <br />z <br />>- <br />w <br />CC <br />06 <br />O <br />z <br />w <br />w <br />z <br />z <br />w <br />J <br />> <br />U <br />p 303.561.3333 <br />waremalcomb.corn <br />PROJECT <br />z <br />0 <br />V) <br />Z <br />0 <br />X <br />W <br />1452 S 96TH STREET <br />N- <br />N <br />O <br />CO <br />0 <br />0 <br />O <br />J <br />0 <br />U <br />Lu <br />J_ <br />0 <br />J <br />GRADING PLAN <br />REMARKS <br />W <br />I- <br />REVISED SITE LAYOUT <br />REVISED PER CITY COMMENT <br />CO <br />N N <br />O 0 <br />N N <br />•N <br />r N <br />REVISED PER CITY COMMENT <br />N <br />N <br />N <br />Co <br />JOB NO.: CH122-5009 <br />PA / PM: JG <br />DESIGNED: DW <br />DATE: 09/25/2023 <br />PLOT DATE: 05/09/24 <br />SHEET <br />C4.0 <br />Sheet 6 of <br />7 <br />