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Boulder County, CO <br />w <br />52 PM KOR <br />J: \CAMP BOW WOW\JM-CBW19003 .LOUISVILLE, CO\_CURRENT DRAWINGS\JM-CBW19003 MASTER CAMP BOW WOW LOUISVILLE.DWG 8/24/2020 2 <br />a. <br />0 <br />Q. <br />z <br />CC <br />m <br />oCC <br />4 <br />z <br />15' PROPOSED MAINTENANCE <br />ACCESS EASEMENT <br />07" W 2000 .0' (AM) <br />N> <br />SAN> <br />amimmr— — fassammime 0111. i. <br />& DRAINAGE EASEMENT <br />03874139 <br />SHARED ACCESS DRIVEWAY <br />(REC. NO. 2056896: 06/29/2000) <br />(d) (2G*I.0z 3„Lt,117.00N <br />(0) L0Z 3„92,0 LOOS <br />CAMP BOW WOW <br />FINISH FLOOR 334.00' <br />(ADD 5000.00' TO GET <br />ACTUAL GRADES) <br />SAN> <br />SAN> <br />17) <br />o <br />0 <br />REPLACE EXISTING 24" CMP <br />STORM DRAIN LINE <br />—WITHIN LIMITS OF PROPERTY <br />- <br />3IORETENTION <br />AREA <br />BOTTOM <br />328.87 <br />SETBACK <br />80' <br />SETBACK <br />OF BEARINGS <br />UTILITY <br />BASIS „ 2a0 00 (AM) � EASEMENT <br />No7°� 4 0� � 200,00iP� <br />N06�21 50 _._-- <br />_ CE AVENUE <br />PIER <br />SAN> ---- SAN> ----- <br />r�-- SAN> <br />- <br />. <br />ao <br />GRAPHIC SCALE <br />13'-4" <br />BOLLARD <br />2/A2.12 <br />3/A2.12 <br />(2) 5" SQUARE STEEL TUBING <br />PAINTED SEMI —GLOSS <br />DOORS TO SWING 90', TYP. <br />8' x 8' MAX DUMPSTER SIZE, TO <br />COMPLY WITH CITY STANDARDS <br />.l--- li----- <br />Mal -----Lq--! <br />-------yl.„— <br />■—itMIN ---I--. <br />ml PIM Om NM ' ill MN <br />-------li— lllll <br />.— —Ems --il--w <br />Min ME in FM I= EMI Ing moo 1dg <br />•------11111 mr: li• <br />---.Nit Mil Mc. -- <br />PRECAST 2.5" CONCRETE CAP <br />METAL PANELS, PAINT SEMI -GLOSS <br />BLACK <br />5" SQUARE STEEL TUBING <br />HINGE (TYPICAL OF 6 PER GATE) <br />SPLIT -FACE CMU WITH INTEGRAL <br />COLOR <br />STONE VENEER CLADDING <br />6" CURB <br />DRIVEWAY PAVING <br />CONCRETE FOOTINGS <br />D. SLIDE LATCH/LOCK AT 44" AFF <br />TO TOP <br />2" x 2" x 1 /4" ANGLED DIAGONAL <br />SUPPORTS WELDED TO FRAME, TYP. <br />EA. GATE PANEL <br />5" SQUARE STEEL TUBING PAINTED <br />SEMI -GLOSS <br />PRECAST 2.5" CONCRETE CAP <br />SPLIT -FACED CMU TO MATCH <br />STUCCO ON BUILDING. <br />TOP OF DUMPSTER PAD <br />6" CURB <br />DRIVEWAY PAVING <br />CONCRETE FOOTINGS PER <br />STURCTURAL <br />(2)5" SQUARE STEEL TUBING <br />PAINTED SEMI -GLOSS <br />3/A2.12 <br />DUMPSTER ENCLOSURE DETAIL <br />NOT TO SCALE <br />Know what's below. <br />Call before you dig. <br />LEGEND: <br />IliONO AIM 411111MMI <br />SITE KEY NOTES: <br />PROPERTY LINE <br />PROPOSED CURB & GUTTER <br />BUILDING HEIGHT CALCULATOR LINE <br />BUILDING AND PARKING STALL SETBACKS <br />STORM DRAIN LINE <br />HAND RAIL <br />SANITARY SEWER MANHOLE <br />STORM DRAIN MANHOLE <br />OUTLET STRUCTURE <br />GAS METER <br />WATER METER <br />IRRIGATION METER <br />PARKING <br />SPACES <br />PICNIC TABLE <br />BIKE RACK <br />v a <br />CONCRETE <br />WALK <br />STAMPED <br />CONCRETE <br />PLAN MODIFICATIONS PERTAINING TO WET UTILITY DESIGN WILL <br />OCCUR DURING CIVIL ENGINEERING PLAN REVIEW. <br />01 TOE DOWN CONCRETE CURB AND GUTTER. <br />d <br />0 <br />0 <br />0 <br />a <br />10 <br />11 <br />14 <br />15 <br />16 <br />3 <br />MATCH EXISTING PAVEMENT ELEVATION. <br />LIMITS OF FULL DEPTH SAWCUT AND PAVEMENT REMOVAL. <br />EXISTING PAVEMENT TO REMAIN. <br />EXISTING SIDEWALK TO REMAIN. <br />CONCRETE SIDEWALK. 2% MAX. CROSS SLOPE AND 5% MAX: <br />SLOPE IN DIRECTION OF TRAVEL. (PER LOCAL CODES). <br />CURB RAMP 0 8.33% MAX. (PER LOCAL CODES). <br />EXISTING FIRE HYDRANT. <br />PARKING STALL STRIPING. (PER LOCAL CODES) <br />PEDESTRIAN/HANDICAP CROSSWALK STRIPING. <br />STAMPED CONCRETE ALONG. OUTSIDE OF CONCRETE WALK. <br />HANDICAP STRIPING & SYMBOL. (TYPICAL —PER ADA <br />AND LOCAL REQUIREMENTS) <br />HANDICAP SIGNS. (TYPICAL —PER ACCESSSIBILITY <br />LOCAL REQUIREMENTS). <br />PLANTER CURB. <br />CONCRETE SWALE. <br />CONCRETE CHANNEL/SWALE WITH TOE DOWN <br />CONCRETE CURB. <br />CONCRETE CHANNEL/SWALE WITH CONCRETE CURB. <br />RAISED CONCRETE SIDEWALK. 2% MAX CROSS SLOPE AND. <br />5% MAX SLOPE IN DIRECTION OF TRAVEL: (PER LOCAL <br />CODES) <br />DUMPSTER ENCLOSURE. (SEE DETAILS ON THIS SHEET) <br />LANDSCAPE AREA. (PER LANDSCAPE PLAN) <br />BIORETENTION POND WITH WALLS PER SECTION T-3, OF <br />THE URBAN STORM DRAINAGE CRITERIA MANUAL, <br />VOLUME 3. REFER TO LANDSCAPE PLANS FOR PLANT <br />MATERIAL. <br />OUTLET STRUCTURE IN BIORETENT1ON POND, SEE <br />UTILITY AND DRAINAGE PLANS FOR ADDITIONAL <br />INFORMATION. <br />COBBLE DISSIPATOR IN BIORETENTION POND. <br />STORM DRAIN MANHOLE, SEE UTILITY PLAN FOR <br />ADDITIONAL INFORMATION. <br />BIKE RACK. (3 LOOP) <br />46" PICNIC TABLE FOR EMPLOYEE BREAK AREA. <br />MAINTENANCE ACCESS DRIVEWAY FOR PUBLIC <br />RAILROAD & DRAINAGE EASEMENT. <br />HAND RAIL AROUND PERIMETER OF THE <br />BIORETENTION BASIN. <br />FENCE FOR ANIMALS' OUTDOOR RECREATION. <br />LOT"14 <br />CIVI <br />Engineering <br />7200 S. Alton Way, Suite B-270 <br />Centennial, CO 80112 <br />John Measels, PE <br />CIVIL ENGINEER <br />1 s o 52930 C'': ., <br />ilf49 8. IONAL�-` <br />07/24/2020 <br />FIRM NO. F-19504 <br />FOR REVIEW ONLY. <br />THIS DOCUMENT IS <br />RELEASED FOR THE <br />PURPOSE OF REVIEW ONLY <br />UNDER THE AUTHORITY OF <br />JOHN T. MEASELS, P.E. <br />(UC. NO. 52930). <br />IT IS NOT TO BE USED <br />FOR CONSTRUCTION. <br />CAMP BOVW WOW <br />578 S PIERCE AVE <br />LOUISVILLE, CO 80027 <br />DOG CARE SERVICES <br />DOGGY DAY CARE & BOARDING <br />1 <br />Q <br />11 <br />m <br />DEVELOPMENT PLAN <br />DESCRIPTION <br />INITIAL SUBMITTAL <br />w <br />0 <br />e <br />w <br />PROJECT NO: <br />JM-CBW 19003 <br />DRAWN BY: <br />GB/RM <br />CH CKED BY: <br />JMCE <br />ISSUE DATE: <br />02/28/20 <br />