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Park at CTC Lot 1 Block 2 Evo Rock and Fitness PUD Mylar
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Park at CTC Lot 1 Block 2 Evo Rock and Fitness PUD Mylar
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Entry Properties
Last modified
12/1/2022 9:18:25 AM
Creation date
3/22/2017 12:57:23 PM
Metadata
Fields
Template:
CITYWIDE
Also Known As (aka)
Evo Rock and Fitness
Doc Type
Mylar
Ord/Res - Year
2015
Ord/Res - Number
86
Recordation Number
3517960
Subdivision Name
Park at CTC
Signed Date
5/16/2016
Parcel Identification Number
157516016001
Cross-Reference
PC Res 2015-32
Dogwood 1754
Original adress was Cherry 1729
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
3/22/2017
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30 20 10 0 30 <br />SCALE: 1"=30' <br />ONO <br />60 <br />EX. STORM MH <br />R/M EL=5322.05' <br />INV OUT(S)=5316.83' <br />0) <br />I <br />I I <br />I I h,520 <br />i I PVC <br />EX ARE i/ <br />Si 771---_ HYDRANT / <br />5320 5319 <br />OF DJn <br />L O T 2A <br />BLOCK 2 <br />THE PARK AT C. T.C. <br />(1750 DOGWOOD ST) <br />ENTSERVICE <br />RY <br />cio <br />h <br />5318 <br />RT <br />051 <br />5319 --- <br />aseim am= <br />11, <br />//n& •// <br />38..MUM <br />5311 <br />-40 51 .78 <br />7 <br />5309 <br />LOT 3A <br />BLOCK 2 <br />THE PARK AT C. T.C. <br />(1850 DOGWOOD ST) <br />5315 — <br />5319 " <br />5318 <br />- 5318 <br />L O T 1 <br />BLOCK 2 <br />THE PARK AT C.T.C. <br />PARKING <br />5312.08 <br />5317 <br />... .. 318 <br />$" -5319•, <br />PROPOSED MULTI—STORY <br />CLIMBING AND FITNESS CENTER <br />EX LIGHT <br />POLE <br />0) <br />MAIN F.F.=5320.0' <br />LOWER GYM F.F.=5318.5' <br />18" RCP STORM <br />(PRIVATE) <br />5' TYPE R INLET <br />18" RCP STORM <br />(PRIVATE) <br />PROPOSED 30' DRIVE RAMP <br />PER CITY STD. <br />TIE INTO EXIST. C&G • <br />EX STORM MH <br />RIM EL=5318.81' <br />/NV /N(N)=5313.75' <br />/NV OUT(S)=5313.75' <br />18" RCP STORM <br />1(PRIVATE) <br />`T.5319.5O <br />9 <br />5319.50' <br />SOFT SURFACE <br />COURTYARD AREA <br />1 <br />'5'- CONCRETE WALK : ; . "' <br />ADA RAMR <br />30 00' <br />I )1 5 °' <br />M <br />I `41IHP <br />5319.10 <br />5318.95 <br />5317.90 <br />5319 <br />II <br />G"',6-1 <br />L O T 1 <br />BLOCK 1 <br />THE PARK AT C.T.C. <br />EX. STORM MH <br />R/M EL=5317.38' <br />/NV EL=5311.84' <br />EX. STORM MH <br />RIM EL=5316.75' <br />/NV EL=5310.21' <br />(PER AS BUILT) <br />17.90 <br />L <br />18" RCP STORM <br />5' TYPE R INLET <br />5' TYPE R INLET <br />PRIVATE <br />ACCESS DRIVE <br />5319.19 <br />18" RCP STORM <br />Ni (PRIVATE) <br />N <br />i 'n <br />.53191 �T81 <br />- 5319:8f �7 <br />18" RCP STORM <br />(PRIVATE) <br />ADA <br />RAMPS. <br />.PROPOSED BREWPUB- .5,719 <br />5320.00 <br />5319.99 <br />5319.38 <br />ARKING <br />5319.13 <br />5315 . <br />+ + + + + + + + + + + + <br />+++++++++ bE1'EIVTI! ) ,41 1AtEF+++++ <br />r 5314 `' Pole 4344+4+4+ + <br />......................... yi <br />• ++ 5315, ++++t..�:+.,.�+++4-4-1.4-1-+4-+4-.' <br />-sT— <br />5316 -- <br />IR <br />18" -RCP STORM <br />I (PRIVATE) <br />0531'18g0—p'_ <br />X311.001 <br />• 5314 = ' :=_ >29`X45" HERCP I <br />20' DRAINAGE & IRRIGATION <br />-EX. CONCRETE CHANNEL UTILITY EASEMEN? CULVERT 0-1:0%— <br />IRR/GATION — .. <br />t-+'+: <br />+•', <br />r++"'+ (++++ +++t <br />f i+, + + + + <br />+)+o++`+++ <br />s'kFT�+ +++.+ h• 1++p+..( <br />li++In++'+r + 41+ <br />+ +1 t + <br />i+ ++• +:� UALILI 7)1 + <br />3141 f <br />+or f + 4, + <br />40+ + P +...i`' • <br />+ 4• + + - + +,. <br />h 4 + + +-+--+_; - + <br />+ 4 -+ + + + + + <br />++.+<+ s„5310 p- + <br />+ 5307 <br />+ + + + + <br />L O T 6 <br />BL O CK 2 <br />THE PARK AT C. T.C. <br />(1849 CHERRY ST) <br />5' TYPE R INLET <br />18” RCP STORM <br />(PRIVATE) <br />POND A OUTLET <br />TYPE C INLET <br />18" RCP STORM <br />>' (PRIVATE) <br />18" RCP STORM STUB <br />TO BE REMOVED <br />EX STORM MH <br />RIM EL=5310.54' <br />18" /NV IN=5305.14' (N) <br />24" INV /N=5304.74' (W) <br />INV OUT=5304.04 <br />REMOVE EXIST. 18" STUB <br />AND CONNECT TO EXISTING <br />— — 5310 — <br />24" RCP STORM <br />ST <br />5' TYPE R INLET <br />5310---"� ^-- <br />• ••• 5309 <br />20' DITCH EASEMENT -(PLAT) <br />FV <br />0 <br />zTE <br />I GL.j <br />5308 - `. <br />14-- IR — <br />EX. CONCRETE CHANNEL <br />IRRIGATION DITCH <br />MH INLET <br />- 24" RCP STORM <br />EX INLET <br />RIM EL=5317.09' <br />INV /N=5309.57 <br />/NV OUT=5309.47' <br />(PER AS BUILT)' <br />EX STORM MH <br />RIM EL=5315.8,2' <br />/NV /N=5309.12' <br />INV OUT=5308.92' <br />(PER AS BUILT) <br />£X FIRE <br />HYDRANT <br />EX LIGHT POLE <br />EX FIRE <br />HYDRANT <br />4' STORM MH <br />EX. F/RE <br />HYDRANT <br />Cherry Street <br />60' RIGHT—OF— WA Y <br />MASTER GRADING PLAN <br />SCALE" 1"=30' <br />PROPOSED 30' DRIVE <br />RAMP PER CITY STD. <br />SAWCUT AND TIE INTO <br />EXIST. C&G. <br />GRADING LEGEND <br />PROPERTY LINE <br />EASEMENT <br />RIGHT—OF—WAY <br />EX INTERNED/ATE CONTOUR. <br />EX INDEX CONTOUR <br />PROPOSED INTERMEDIATE CONTOUR <br />PROPOSED INDEX CONTOUR. <br />EX/STING SPOT ELEVATION <br />PROPOSED SPOT ELEVATION. <br />EX STORM SEWER <br />-5522~, <br />r <br />52a-� <br />��5522 <br />+ EX=5269.56 <br />+ 5278.41 <br />ST <br />0 <br />xz <br />EX STORM MANHOLE <br />EX F/RE HYDRANT <br />EX L/GHT POLE <br />EX ELECTRICAL TRANSFORMER <br />TRANS <br />EX TREE <br />EX ASPHALT <br />PROPOSED STORM LINE. <br />PROPOSED TYPE R INLET <br />PROPOSED TYPE C INLET. <br />PROPOSED FLARED END SECTION <br />PROPOSED GREASE TRAP. <br />PROPOSED FIRE HYDRANT <br />PROPOSED GAS METER. <br />PROPOSED TREES <br />• <br />11201 <br />PROPOSED ASPHALT. f <br />PROPOSED CONCRETE I <br />EXISTING CONDITIONS SURVEY NOTES <br />1. THE EXISTING CONDITIONS BASED ON IMPROVEMENT SURVEY <br />PLAT FOR LOT1, BLOCK 2, THE PARK AT CTC PREPARED BY <br />FLAGSTAFF SURVEYING, INC., JOB NUMBER 15-17173. <br />2. THE LOCATION OF THE ABOVE GROUND UTILITIES SHOWN <br />HEREON ARE BASED ON THE IMPROVEMENT SURVEY PLAT <br />PREPARED BY FLAGSTAFF SURVEYING AS WELL AS AS -BUILT <br />DOCUMENTS PROVIDED BY THE CITY OF LOUISVILLE. <br />NOTE: <br />ALL STORM SEWER IMPROVEMENTS <br />SHOWN ON THESE PLANS, INCLUDING <br />STORM PIPE, INLETS, STORM <br />MANHOLES, AND DETENTION POND <br />SHALL BE PRIVATE AND MAINTAINED <br />BY THE PROPERTY OWNER. <br />GM <br />Know what's below. <br />Cali before you dig. <br />SnitasThe <br />Group <br />801 MAIN STREET, SUITE 210 <br />LOUISVILLE, CO 80027 <br />303.981.9238 <br />PROJECT CONTACT: <br />CURTIS STEVENS, P.E. <br />03111 <br />DAJDESIGN <br />922A MAIN STREET <br />LOUISVILLE, CO 80027 <br />P.. 303.527.1100 <br />INFO@DAJDESIGN.COM <br />SEAL <br />DRAWING TITLE <br />MASTER <br />GRADING PLAN <br />REVISIONS <br />M <br />O <br />co <br />0 <br />0 <br />W <br />0 <br />-J <br />O <br />CO <br />WIIj <br />LU <br />WI- <br />[LC!) <br />I- <br />aCIY <br />CO - <br />CI. co <br />ON <br />m <br />H M <br />CITY COMMENTS 09/09/2015 <br />SET <br />DATE <br />PUD SUBMITTAL <br />07/02/2015 <br />C3.0 <br />SHEET <br />
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