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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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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
Property Address Number
1754
Property Address Street Name
Dogwood
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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6.0' <br />3.50' <br />0.67' <br />7"INSIDE <br />RADIU <br />t <br />30 20 10 0 30 60 <br />SCALE: 1"=30' <br />6.67' <br />2.42' = 4.25' <br />1 <br />1.83' <br />XXXX DOGWOOD <br />STREET <br />TENANT A <br />TENANT B •- <br />5.17' <br />PROPOSED ENTRY SIGNAGE <br />NO SCALE <br />FLUSH -MOUNT <br />BASEPLATE <br />NOTES: <br />SIGN <br />FRAME <br />SIGN <br />PLAQUES <br />1.17' <br />4.83' <br />TILT -UP <br />PANEL <br />L O T 1 <br />BLOCK 1 <br />THE PARK AT C.T.C. <br />DIMENSIONS: <br />1. HEIGHT -33" FROM THE GROUND <br />2. CONTINUOUS BEND INSIDE RADIUS=7" <br />MATERIALS AND CONSTRUCTION: <br />1. MINIMUM OR 1 1/4" SCHEDULE 40 STEEL <br />PIPE (1 5/8" OUTSIDE DIAMETER) <br />2. MAXIMUM 1 1/2" SCHEDULE 40 STEEL <br />PIPE (2" OUTSIDE DIAMETER) <br />3. SOLID ONE-PIECE CONSTRUCTION; <br />CONTINUOUS BEND; LEGS 14"-18" <br />APART <br />4. GALVANIZED WITH BLACK POWDER COAT <br />33" FINISH <br />5. FLUSH MOUNTED WITH WELDED BASE <br />PLATES (6" DIAMETER, 3/16" THICK <br />BASE PLATE). HIDDEN OR <br />VANDAL -RESISTANT FASTENERS (SCREWS <br />OR EXPANSION BOLTS) <br />120'' <br />" HOLE (TYP.) (TYP.) <br />BASEPLATE DETAIL <br />INVERTED U BICYCLE RACK <br />NO SCALE <br />O INVERTED U <br />BICYCLE <br />RACK <br />6" CONCRETE PAD <br />2.00'** <br />3.50' <br />7.50' <br />BLOCK 2 <br />THE PARK AT C.TC. <br />(1750 DOGWOOD ST) <br />EX CURB <br />& GUTTER <br />HYDRANT <br />(-DRY CREEK BED/ <br />COBBLE SWALE <br />SERVICE <br />ENTRY <br />TRASH ENCLOSURE. <br />SEE ARCH DETAILS. <br />10' REAR BUILDING & <br />PARKING SETBACK <br />- 22.00' <br />- 10.00' <br />- 12.00' <br />6.00' <br />GRASS SWALE <br />MIMI, OM= <br />10' REAR BUILDING & <br />PARKING SETBACK <br />LOT JA <br />BLOCK 2 <br />THE PARK AT CTC. <br />(1850 DOGWOOD ST) <br />160.00' <br />PROPOSED ROOFTOP <br />",-- <br />MECHANICAL ENCLOSURE <br />24 00" <br />ASPHALT <br />PARKING <br />PROPOSED 24.256 S.F. <br />MULTI -STORY CLIMBING AND <br />FITNESS CENTER <br />EX LIGHT <br />POLE <br />12.00' <br />BUILDING <br />SETBACK <br />16' PARKING <br />EX CURB ' <br />PROPOSED 30' DRIVE <br />RAMP PER CITY SM. <br />TIE INTO EXIST. C&G. <br />SIDE-BY-SIDE INVERTED U BICYCLE RACKS <br />NO SCALE <br />NOTES: <br />CREEK BED/ <br />COBBLE SWALE <br />BLOCK 2 <br />THE PARK AT C.T.C. <br />0 <br />3 ADA PARKING <br />SPACES (1 -VAN) <br />ACCESS <br />GATE <br />14 fl <br />2,018 S.F. SOFT SURFACE <br />DAPLOYEE GATHERING <br />24.00' <br />WOOD <br />FENCE <br />17, <br />30.00' <br />PRIVATE 30' <br />ACCESS DRIVE <br />TRASH ENCLOSURE. <br />SEE ARCH DETAILS. <br />ADA RAMPS <br />ADA RAMP <br />PROPOSED <br />ENTRY SIGNAGE. <br />SEE SAMPLE <br />THIS SHEET. <br />PROPOSED <br />PRIVATE <br />- STANDARD <br />FIRE <br />HYDRANT <br />ASSEMBLY <br />\\\t <br />16' PARKING <br />SETBACK <br />DRY CREEK BED/ <br />COBBLE SWALE <br />41 CUTTER <br />EX CURB <br />6. <br />BLOCK 2 <br />THE PARK AT C.TC. <br />(1849 CHERRY ST) <br />15' BUILDING <br />SIDEYARD SETBACK <br />10' PARKING <br />SETBACK <br />PROPOSED BREWPUB <br />ASPHALT <br />PARKING <br />81.83' <br />6' CONCRETE WALK <br />BIKE <br />PARKING <br />38.00' <br />PROPOSED ENTRY SIGNA0E. <br />SEE, SAMPLE' THIS SHEET.- ; <br />60.00' <br />NOT <br />SET <br />\_60' BUILDING - <br />FRONT SETBACK <br />PARKING <br />FRONT SETBACK <br />20' DRAINAGE & <br />1/77LITY EASEMENT (PLAT) <br />30.00' 20' D/TCH EASEMENT (PLAT) <br />JINN MIMI <br />EV <br />11•11M, gismo <br />2.33'* <br />6.00' <br />HYDRANT <br />EX CURB <br />EX LIGHT POLE <br />EX CURB <br />& GUTTER <br />30.00' <br />EX f7RE <br />HYDRANT <br />INVERTED U <br />BICYCLE <br />RACK <br />13.33' <br />1. EXPOSED CONCRETE SURFACE TO BE BROOM FINISHED. <br />2. PAD SIZE MAY VARY AS DIRECTED BY THE ENGINEER. <br />3. PAD IS TO BE CONSTRUCTED WITH CLASS B CONCRETE. <br />4. EXCAVATION AND/OR EMBANKMENT REQUIRED FOR PAD CONSTRUCTION <br />WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE <br />COST OF THE PAD. <br />5. CONCRETE SHALL BE SLOPED AT 2% TO DRAIN. <br />* 3.-4- MINIMUM WHEN INSTALLED PERPENDICULAR TO A WALL OR CURB. <br />** 3' MINIMUM WHEN INSTALLED PARALLEL TO A WALL OR CURB. 5' <br />MINIMUM SEPARATION FROM CURB FACE WHEN INSTALLED ADJACENT TO A <br />CURB WITH "HEAD -IN" AUTOMOBILE PARKING. <br />*** 10' MINIMUM IF MORE THAN TWO "U" RACKS IN A SERIES. <br />4.00' <br />6" CONCRETE PAD <br />END-TO-END INVERTED U BICYCLE RACKS <br />NO SCALE <br />EX f7RE <br />HYDRANT <br />Cherry Street <br />601 RIGHT -OF WA Y <br />PROPOSED 29"x45" <br />HERCP IRRIGATION <br />CULVERT <br />SITE DEVELOPMENT PLAN <br />PROPOSED 30' DRIVE <br />RAMP PER CITY STD. <br />SAWCUT AND TIE INTO <br />EXIST. C&G. <br />EX CURB <br />15.00' <br />10.00' <br />6X6 WOOD POST WITH <br />1" BEVELED TOP EDGE <br />7.- 2X WOOD RAIL, TYP. <br />WOOD FENCE DETAIL <br />NO SCALE <br />SITE PLAN LEGEND <br />PROPERTY LINE <br />RIGHT -OF- WAY <br />EX STORM SEWER <br />EX STORM MANHOLE <br />EX FIRE HYDRANT <br />EX LIGHT POLE <br />IMPEND 4111111•011 <br />ST <br />EX ELECTRICAL TRANSFORMER riit-A-N <br />PROPOSED STORM LINE. <br />PROPOSED TYPE R INLET <br />PROPOSED FLARED END SECTION <br />PROPOSED TYPE C INLET. <br />PROPOSED GREASE TRAP <br />MI <br />MI <br />ii <br />EX TREE <br />EX ASPHALT I <br />ilk <br />PROPOSED GAS METER. b1.11 <br />PROPOSED TRANSFORMER 111] <br />PROPOSED TREES .4ik <br />PROPOSED ASPHALT <br />PROPOSED CONCRETE <br />SITE PLAN KEYNOTES <br />PROPOSED 1.0' PAN CURB & GUTTER <br />PROPOSED 6' CONCRETE CROSS PAN <br />PROPOSED TREE (TYPICAL) <br />EXISTING TREE (TYPICAL) <br />PROPOSED WHEEL STOP <br />1.5' PARKING OVERHANG CLEAR ZONE <br />STANDARD CROSSWALK STRIPING <br />PROPOSED PARKING LOT LIGHT POLE <br />SITE DEVELOPMENT PLAN NOTES <br />LEGAL DESCRIPTION <br />LOT 1, <br />BLOCK 2, <br />THE PARK AT C.T.C. <br />CITY OF LOUISVILLE <br />COUNTY OF BOULDER <br />STATE OF COLORADO <br />1. SEE COVER SHEET FOR DEVELOPMENT DETAILS INCLUDING <br />PARKING SUMMARY, LAND USE INFORMATION, BUILDING <br />SQUARE FOOTAGES AND USE BREAKDOWN, ETC. <br />2. SEE THE PHOTOMETRIC PLAN FOR SITE LIGHTING DETAILS. <br />3. SEE THE ARCHITECTURAL ELEVATIONS FOR BUILDING DETAILS <br />INCLUDING HEIGHT INFORMATION, FINISHES, ETC. <br />4. SEE THE LANDSCAPE PLANS PREPARED BY K. DAKIN DESIGN FOR <br />LANDSCAPE DESIGN DETAILS. <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 />f II il" .5. t5 Li_ <br />Know what's below. <br />Call before you dig. <br />Sanrtas <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 />I <br />IDAJDESIGN <br />0:114 <br />LOUISVILLE, CO 80027 <br />INFO@DAJDESIGN.COM <br />SEAL <br />F - <br />co <br />CL 5 <br />I (Liu <br />CN <br />0 2 <br />CO <br />0 <br />-J 8 <br />I SITE <br />DEVELOPMENT <br />PLAN <br />DRAWING TITLE <br />co <br />0 <br />CO <br />LU <br />CL <br />CL c0 <br />CNI <br />REVISIONS <br />CITY COMMENTS 09/09/2015 <br />SET <br />DATE <br />PUD SUBMITTAL <br />07/02/2015 <br />
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