Laserfiche WebLink
Boulder County, GO <br />04076599 <br />Page 6 of 7 <br />CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT <br />W:\CH1\22\5009\00kCivilkCAMS <br />62' ACCESS, DRAINAGE <br />& EXCLUSIVE UTILITY <br />EASEMENT <br />38' DRAINAGE EASEMENT <br />ti <br />5353.30± <br />(ME) <br />5352.83± <br />(ME) <br />• <br />1 <br />TC: 5353.15 <br />FL: 5352 65 <br />5352.04 <br />5351.89 <br />ST LOUIS AND BOLDER <br />INNOVATION CAMPUS FILING 1 <br />- ��3 5353.04± <br />- _(ME) <br />5352.07 <br />PAD ELEV: 5352.75 <br />5351.97 <br />5352.25 <br />TC: 5352.40 <br />FL: 5351.90 <br />' I I I j 5352.32 <br />! -I <br />5351 74 <br />PAD ELEV: 5352.32 <br />5351.58 <br />5351.63 <br />5352.15 - <br />PAD ELEV: 5352.15-i- <br />5351.66 <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 />5353.95 <br />5353.91 _ <br />5352.35rF� <br />PAD ELEV: 5352.35--- 5351.• <br />87 <br />5352.00 5351.83 <br />5351.97--'aT i i I <br />5352.00 <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:5347.68 <br />INV OUT: 5347.66 <br />IT <br />!__ <br />= TC: 5352.82 _. <br />-' FL: 5352.32 <br />. - -_ - TC: 5352.25 _ __ _ TC: 5352.60w <br />/-5352.52± <br />(ME)- - FL: 5351.75 - - -- FL: 5352.10- <br />40' ACCESS, DRAINAGE & EXCLUSIVE <br />UTILITY EASEMENT <br />- -MH-2 <br />- - CDOT TYPE 13 VALLEY GRATE - - - - - - <br />s >t <br />RIM: 5351.23 <br />_ , N: 1,229,075.94 <br />T_ E: 3,104,955.88 <br />INV IN:5347.48 <br />--INV OUT: 5347.48 <br />r <br />5352.05 <br />PAD ELEV: 5352.55 <br />5351.90 <br />r 5351.90 _ (5352)- <br />ELEV: 5352.40 <br />=--� 5351.75�▪ 5351.74 5351.71 <br />�5351.86 <br />5351.62 <br />0----5351.60 <br />5 1-84_5351.82� �L5351.73N-53i51.68 <br />5351.78 _r5252.20 <br />-5352.20 <br />PAD ELEV 5352.20' <br />f <br />PAD ELEV: 5351.98 <br />PAD ELEV: 5352.00 <br />PAD ELEV: 5351.90 <br />5352.20 <br />��- 5351.54 <br />"--5351,54 0.5% <br />5351.62 <br />5351.25•�- <br />III -- <br />5351.64-' i <br />II 5351.72= ' <br />5351.77-.-54 <br />iI <br />\-5352.10 <br />PAD ELEV: 5352 <br />f'-5352.10 <br />j- 5352.25 <br />PAD ELEV: 5352.25 <br />I5352.25 <br />"-5352.45 <br />PAD ELEV: 5352.45 <br />1 'I5352.45 <br />53,51.90 <br />5351.88 <br />EXISTING BUILDING <br />99,885 SF <br />A <br />I• <br />5352.20 <br />• 5351.34 <br />\-5352.10 <br />.10 I• <br />r- �5352.10 <br />'-535▪ 2,25 <br />II. <br />4_-5352.25 <br />-5352.45 <br />- IS <br />5352.45 <br />5 351.88 <br />5351.95 <br />• <br />it-5352.00 <br />PAD ELEV: 5352.50 <br />5352 <br />26.3 LF-8" HDPE <br />5351.54 <br />5351.68 <br />67.5 LF-12" RCP <br />5351.86- <br />5351.70* <br />59.7 LF-8" HDPE�` <br />5351.50-1 <br />• <br />5351.49 <br />5351.88• <br />535'.8 <br />5351.86 <br />EXISTING FFE: ±5355.85 <br />CONCRETE EQUIPMENT PADS (TYP). <br />REFER TO STRUCTURAL DRAWINGS <br />FOR PAD THICKNESS & DETAILS. <br />5351.85 • <br />5351.85 <br />FFE: 5352 35 <br />-5351.75 <br />�5351 67.2 LF•-15" RCP <br />TC: 5352 25 <br />FL: 5351.75 <br />- MH-3 <br />COOT 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 />r. <br />�, �3J1.46 <br />-5:51.46 <br />-- - F-5351.32 <br />r5351.57 <br />2 "-5351.43 05-5351.22 <br />5351.45 * PAD ELEV: 5352.40 -5351.30 <br />�5351.48 5351.65 -5351.43 <br />5351.71 <br />is 0 <br />...�.,_�.�..�1: 5d51.78 <br />5351.81 -5351.57 ill <br />��5351.86 <br />- -PAD_ELEV: 5352.40 <br />5351.85--\, ift <br />5351.82-_5351.90 <br />4t5351.901L0 � O.B! <br />L. <br />_1 5351.9 5351.84 5351.95 <br />/ r I 5351.74 5352.00 <br />Id4 yl <br />5352.50 <br />PAD351.ELEV: 5351.97 <br />PAD ELEV: 5352.50 <br />5351.85 <br />5351.9 -1 a <br />PAD ELEV: 5352.40 <br />i-5351.36 <br />"1 2'5/o k-5351.69 1.0 / <br />5351.52-'-11 PAD ELEV: 5352.40 -5351.63 <br />5351.56 <br />5351.75 k <br />5351.60 { , 5351.73± <br />' (ME) <br />I % V_5351.78 0.5% <br />\\: <br />1.3°ia 11 <br />5351.64 PAD ELEV: 5352 40 -535 i l 80 - <br />II <br />5351.78 �5351.82 _ 8%I5351.64 <br />I <br />1� 1-5351.87 0 II II <br />a PAD ELEV: 5352.40 <br />5351.55 <br />5351.77 . - <br />5351.81 <br />5351.78 <br />fL <br />Li <br />�i <br />7-5351.64 <br />5351.05 <br />37.5 LF-15" RCP <br />5351.52± <br />(ME) <br />5351.42± <br />(ME) <br />\ <br />5351.51± <br />(ME) \ <br />5351.60± <br />(ME) <br />TC: 5352.35 <br />FL: 5351.85 <br />TC: 5352.20 \ <br />FL: 5351.70 \ <br />TC: 5352.25 <br />FL: 5351.75 <br />`-MH-4 <br />COOT 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 />N <br />GRADING LEGEND <br />5280.00 <br />s (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 I 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 />SCALE: 1" = 20' <br />ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY <br />U <br />4 <br />03 <br />CC <br />CD <br />Ig <br />LEg <br />LH, Sheet <br />co <br />2 <br />c.) <br />0 <br />co <br />denver, co 80209 <br />SURVEYING <br />ENGINEERING <br />co 8 <br />0. <br />0 <br />Lu <br />0 <br />(/) <br />co <br />co <br />0 <br />0 <br />0 <br />0 <br />0 <br />GRADING PLAN <br />Ci <br />ci <br />Ci <br />CC CC <br />ce <br />0 cs4 <br />JOB NO.: <br />DESIGNED: <br />DATE: <br />PLOT DATE: <br />JG <br />DW <br />09/25/2023 <br />05/09/24 <br />SHEET <br />C4.0 <br />