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03 <br />0 <br />03 <br />1- <br />0 <br />U <br />a <br />c <br />0 <br />U <br />L <br />w <br />03 <br />0 <br />8 <br />0 0 <br />cgs <br />v <br />RD <br />TD <br />UD <br />SS <br />W <br />IRR <br />CAN <br />T <br />FO <br />G <br />SD <br />LEGEND <br />BENCHMARK <br />MANHOLE <br />AREA DRAIN <br />COMBINATION INLET <br />TYPE R INLET <br />TYPE 13 FIELD INLET <br />FLARED END SECTION W/ RIPRAP <br />TEE W/ THRUST BLOCK <br />BEND W/ THRUST BLOCK <br />END CAP W/ THRUST BLOCK <br />GATE VALVE <br />REDUCER/INCREASER <br />WATER METER <br />FIRE HYDRANT <br />STORM - 12" AND SMALLER <br />STORM - LARGER THAN 12" <br />ROOF DRAIN <br />TRENCH DRAIN <br />UNDERDRAIN <br />SANITARY SEWER <br />WATER <br />IRRIGATION <br />CABLE TV <br />ELECTRIC <br />TELEPHONE <br />FIBER OPTIC <br />GAS <br />SURVEY LEGEND <br />X FENCE <br />—3.- • • • • • • ÷- • • • — FLOW UNE OF DITCH OR WASH <br />5.0% <br />+ 03.54 <br />013 <br />SLOPE ARROW <br />PROPOSED SPOT ELEVATION <br />EXIST SPOT ELEVATION <br />EXIST INDEX CONTOUR <br />EXIST INTERMEDIATE CONTOUR <br />PROPOSED INDEX CONTOUR <br />PROPOSED INTERMEDIATE CONTOUR <br />CURB AND GUTTER <br />SIGN W/ POST <br />CONCRETE PAVING <br />arr1111111•11 - - <br />EX WATER LINE <br />EX WATER VALVE <br />EX WATER METER <br />EX FIRE HYDRANT <br />EX SANITARY SEWER LINE <br />EX SANITARY SEWER MANHOLE <br />EX STORM DRAINAGE LINE <br />EX STORM DRAINAGE MANHOLE <br />EX CURB INLET <br />EX UNDERGROUND ELECTRICAL LINE <br />EX OVERHEAD ELECTRICAL LINE <br />EX ELECTRICAL POLE <br />EX GUY WIRE <br />EX ELECTRICAL TRANSFORMER <br />EX ELECTRICAL RISER <br />EX ELECTRIC VAULT <br />EX LIGHT POLE <br />EX FIBEROPTIC LINE <br />EX TELEPHONE LINE <br />EX GAS LINE <br />NOTE: SHADED ITEMS REPRESENT EXIST FEATURES <br />GRADING AND DRAINAGE NOTES: <br />1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES <br />PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY <br />LOCATION AND PROTECTION. <br />2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION <br />PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. <br />3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS <br />TO THEIR ORIGINAL CONDITIONS. <br />4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE <br />UNLESS OTHERWISE SPECIFIED. <br />5. IF WALL IS SHOWN, TW DENOTES THE FINISHED GRADE ADJACENT TO <br />THE HIGH SIDE OF THE WALL. BW DENOTES THE FINISHED GRADE <br />ADJACENT TO THE LOW SIDE OF THE WALL.REFER TO ARCH <br />PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT <br />FINISHED GRADES (EXPOSED WALL CAP/FOOTER, ETC.) <br />PROPOSED BUILDING <br />BUILDING ACCESS <br />RETAINING WALL <br />LIMITS OF SAWCUT <br />EASEMENT LINE <br />PROPERTY LINE <br />ADJACENT PROPERTY UNE/ROW <br />BENCHMARK AS DESCRIBED <br />FOUND MONUMENT <br />FOUND MONUMENT <br />UTILITY LOCATED FROM MAP <br />AS MEASURED AT TIME OF SURVEY <br />CALCULATED FROM RECORD AND AS <br />MEASURED INFORMATION <br />PLAT <br />RECORDED <br />EX MAILBOX <br />EX CONCRETE <br />EX EDGE OF ASPHALT <br />EX FENCE <br />EX SIGN <br />EX TELEPHONE RISER <br />EX BUILDING <br />SA KTAR MANI <br />STORM MANHOLE—, <br />PRIVATE VALLEY INLET <br />SANITARY MANHOLE-,� <br />STORM MANHOLE -A <br />STORM MANHOLE <br />STORM MANHOLE - <br />PRIVATE 18" AREA DRAIN <br />PRIVATE 12" PVC <br />PRIVATE 6" PVC <br />SANITARY MANHOLE - <br />PRIVATE 18" AREA DRAIN <br />PRIVATE 12" PVC C900 <br />PRIVATE 4' SD MH (ECC) <br />EXIST 30' ACCESS <br />EASEMENT (P) TO REMAIN <br />STORM MANHOLE <br />SANITARY M ANHOLE <br />/ <br />THE BUSINESS CENTER AT C.T.C. <br />REPEAT H, LOTS 3 AND 4 <br />194 TAYLOR AVE <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE NORTH HALF QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF <br />COLORADO <br />STORM INLET <br />RM MANHOLE - <br />SANITARY MANHOLE-, <br />PRIVATE 12" <br />IVATE VALLEY INLET <br />�'iML�-l� ILTr <br />AMAMI <br />INLET-' <br />sir <br />49.49 <br />47. <br />RD CONNEATCTIONCO <br />I <br />r <br />PRIVATE 18" AREA DRAIN <br />BUILDING <br />FFE 5347.00' <br />PRIVATE 12" PVC <br />RD CONNECTION <br />AT CO <br />RD CONNECTION <br />AT CO <br />46.15 TW <br />45.25 BW <br />RD CONNECTION/ <br />/pry <br />- 46.71 TWA <br />45.55 B <br />STORM MANHOLE <br />I T ARY MANE HOL E <br />- PRIVATE- 1-2"-` RVC- <br />PRIVATE VALLEY INLET <br />PRIVATE 8"...pVG-- <br />BOCK RET WALL <br />15" MAX HIGH) <br />PRIVATE 6" PVC <br />STORM INLET <br />IVATE4'SDMH(EG'=-i <br />---1 <br />1PP: <br />r <br />COMBIN N INLET 4 <br />ADJUST BASE OF INLET BOX n <br />TO FIT 24" RCP 6.i <br />PRIVATE 18" PVC <br />18"X6" WYE CONNECTION <br />PRIVATE 18" PVC EXIST BLDG <br />194 SOUTH TAL.YC AVE. <br />CONNECT EXIST RD <br />PRIVATE VALLEY INLET <br />- 534 <br />SANITARY MANHOLE <br />10" PVC <br />ST ST <br />STORM <br />--t <br />ONSIT'E BENCHMARK <br />FOUND :5 REBAR WITH <br />2ALUMINUM CAP I <br />"HURST ASSOCS PLS 25255" <br />5345.82' <br />345.33' 4" PLASTIC <br />EXIST 10' DRAINAGE <br />EASEMENT (P) TO <br />REMAIN <br />.._4" PLAS S C <br />'EXIST 20' UT1UITY <br />EASEMENT (P) TO <br />REMAIN <br />4" PLASTIC <br />PRIVATE DOUBLE COMBINATION INLET <br />EXIST 20' PRIVATE <br />DRAINAGE EASEMENT <br />(P) TO REMAIN <br />RIVATE 18" RCP <br />.ORM MANHOLE <br />CONNECT TO <br />EXIST SD MH <br />f-,STORM MANHOLE <br />/1 --4" PLASTIC <br />I <br />REPLACE EX MH W/ <br />T6' SD MH (ECC) TO ACCOMODATE <br />plEW SD PIPE. ADJUST SD ALIGNMENT TO <br />FIT NEW MH. PROTECT AND RECONNECT <br />EXIST SD PIPES. <br />PI_,AS a`C <br />STORM MANHOLE <br />40 <br />ARCRIIECTURE <br />3003 Larimer St <br />Denver, CO 80205 <br />phone 303.861-5704 <br />1VA, Inc. <br />Boulder, CO 80302 <br />1319 Spruce Street <br />303.444.1951 <br />O <br />MAZZETTI <br />REVISIONS: <br />2-26-19 PUD RESUBMIITAL <br />21-19 PUD RESUBMIITAL <br />0 <br />40 <br />80 <br />STORM INLET <br />STORM INLET <br />SCALE IN FEET <br />Z <br />a <br />w <br />z <br />SHEET <br />50F 18 <br />