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IRVINE, CALIFORNIA <br />DRAWING NUMBER <br />DRAWING NUMBER <br />REORDER BY NUMBER 075AR <br />POSINON EDGE OF PRINT ON NS LINE <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER O75AR <br />REORDER BY NUMBER 075AR <br />POSitiON EDGE OF PRINT ON fNiS LINE <br />POSITION LOGE Of PRINT ON NS LINE <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />z <br />0 <br />0 <br />0 <br />0 <br />0 <br />I <br />Z <br />a <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON TN15 LINE <br />LOT 10 <br />CTC INDUSTRIAL PARK <br />METAL SIGN <br />WHITE LETTERS <br />GREEN BACKGROUND <br />-� 12" <br />WARNING: <br />THIS AREA IS A <br />DETENTION POND <br />AND IS SUBJECT �o <br />TO PERIODIC <br />FLOODING TO A <br />DEPTH OF 12" <br />ELOOD WARNING SIGN <br />LOT 11 <br />i <br />METAL SIGN <br />WHITE LETTERS <br />BLUE BACKGROUND <br />\/\\\,\\cNN: <br />PARKING <br />HANDICAP PARKING SIGN <br />10' TYPE <br />• <br />4 <br />4 <br />e. <br />4 <br />4 <br />EXISTING 12"1L <br />4 <br />4 <br />4 <br />XISTIr1( <br />8" W/L <br />EXISTING 6" W/L <br />EXISTING F.H. <br />INSTALL 8" x 6" TEE <br />EXISTING 8" W/L <br />ELEC. <br />TRANSFORMER <br />500'41'41"W <br />24.00 L. F. 6"W/L <br />• <br />1-45' 6" BEND - <br />EX/S/NG <br />SMHL2 EXISTING 4" SAN. <br />S SEWER SERI VICE <br />'R' INLET-' <br />/ <br />4 <br />4. <br />• <br />4 <br />• <br />60' f'.0. W. <br />44' FL -FL <br />EXISTING 12" W/L <br />4 <br />I I <br />I <br />!1 " J <br />575'16 09 E <br />/22.00 L.F. + " W/L <br />63' <br />---. - S <br />EX/SING 3/4" <br />L w - - w - __ _ w <br />: WATER SERVICE <br />4 <br />4 <br />d <br />5330.10 <br />4 � <br />5329.75 <br />• <br />• <br />0101 <br />• 5329.50 <br />02.3290 <br />`�-BUILDING <br />SIGN <br />20' <br />131' <br />5 ./ <br />S -�-- <br />W- <br />N8978'19 "W <br />LOT 15 <br />52,161 s.f. <br />LOT 14 <br />-- -- - 260.76' <br />N <br />CONCRETE -- <br />V 4' <br />///////////////////////Y///////////1'/////////////////////// <br />210' / <br />/ f <br />/ O <br />/ N <br />/ <br />/ <br />/ <br />/ <br />/ <br />._Z_ZL////(/////_�Z_ /////////////////// / _ <br />5331.90 I ( 10 4' 4 STATION <br />BICYCLE RACK �1! <br />acu <br />x <br />WI, <br />J <br />Woo --EXISTING GRATED MH <br />19.77' <br />/ NOTE.• A 1" WATER METER IS TO BE INSTALLED <br />/ <br />/ <br />/ <br />//(//1////////////// <br />4 STA TION 4 <br />BICYCLE RACK 10' <br />INSIDE THE BUILDING 1MTH A REMOTE READOUT <br />5331.60 �1! <br />/--\kFL R=3' <br />\5330.50 <br />19' <br />4"I <br />4 <br />.• <br />4. 0 /9 <br />• . . <br />5330.50 <br />20.5' 0 5.379 <br />\ 5330.34 <br />L19' 19' <br />HANDICAP PARKING <br />SIGN (SEE DETAIL) <br />24' <br />MEDIAN CURB <br />AND GUTTER <br />FL R=4.5' <br />5329.00 <br />"*--CURB <br />CHASE <br />5329.40 <br />24'04.1790 ja <br />5330.50 I 5329.50 <br />6 SPACES 0 9' = 54' <br />CC ,oI <br />1 � <br />15' LIGHT -1 <br />POLE <br />SEE INSET FOR MEDIAN <br />ISLAND WEST DETAIL c(v <br />60' 0 0.83% <br />C.- <br />0 <br />5331.90 <br />PROPOSED BUILDING <br />16,800 s. f. <br />F.F. = 5332.0 <br />FL R=3' <br />531. <br />MEDIAN CURB <br />AND GUTTER <br />N89'18'19"W <br />14' UTILITY EASEMENT <br />5' <br />t <br />LOT 16 <br />20 <br />0 <br />68' <br />TYPE 13 INLET 15A <br />GRATE ELEV. = 5328.50 <br />INV. OUT = 5325.67 <br />S89'18'37"E <br />5328.50 <br />32.04 L.F. <br />FL R=3' <br />5331.00 <br />S89'17'03 "E-\ <br />12" H.D.P.E.P. <br />5328.50 <br />68.06' L.F. 12" H.D.P.E.P. <br />FLOOD WARNING <br />SIGN (SEE DETAIL) <br />VER77CAL CURB <br />AND GUTTER <br />5329.00 <br />10 <br />260.85' <br />TYPE 13 INLET 15B <br />GRATE ELEV. = 5328.50 <br />INV. IN = 5325.50 <br />INV. = 5325.30 <br />SEE INSET FOR MEDIAN <br />ISLAND EAST DETAIL <br />• <br />a <br />6 <br />MEDIAN CURB <br />AND GUTTER <br />GRAPHIC SCALE <br />20 <br />40 <br />( IN FEET ) <br />1 inch = 20 ft. <br />19' <br />19' <br />MEDIAN CURB <br />AND GUTTER <br />FL R=3 <br />24' <br />EXISTING 18" HDPEP <br />TYPE 13 INLET 15C <br />GRATE ELEV. = 5328.50 II <br />INV. IN = 5325.22 a, <br />INV. OUT = 5325.02_st <br />5328.50 <br />MEG IAN CURB -- 5329.00 Q <br />AND GUTTER <br />15'PO EGHT-J <br />POLE <br />FLOOD WARNING _,,(( <br />SIGN (SEE DETAIL) cry <br />1' <br />FLOOD WARNING <br />SIGN (SEE DETAIL) <br />80 <br />V <br />VERTICAL CURB <br />AND GUTTER fly <br />MEDIAN CURB <br />AND GUTTER <br />5329.00 <br />.r- <br />5329.00 <br />FL R=3' <br />?4 <br />rl <br /><,� <br />6' HIGH WOOD - <br />FENCE TRASH <br />ENCLOSURE <br />i <br />i --CURB <br />CHASE <br />HANDICAP PARKING <br />SIGN (SEE DETAIL) <br />UNPLA TTED <br />ZONED I <br />LIGHT <br />? ., POLE <br />10' DRAINAGE EASEMENT-re- <br />Luk <br />ASEMENT---t+- <br />a <br />4034.1 <br />Z , <br />EXISTING GRATED MH <br />GRATE ELEV. = 5323.0 <br />INV. = 5319.0 <br />N <br />• <br />S <br />LEGEND <br />• <br />W <br />- 5--- <br />- - W - <br />-- <br />Proposed San. Sewer Line <br />Existing San. Sewer Line <br />Proposed Water Line <br />Existing Water Line <br />Proposed Water Valve <br />Existing Water Valve <br />Proposed Fire Hydrant <br />Existing Fire Hydrant <br />Thrust Block <br />Plug <br />Blowoff <br />Proposed 4" San. Sewer Service <br />Proposed 3/4" Water Service <br />Existing San. Sewer Service <br />Existing Water Service <br />Proposed Storm Drainage <br />Existing Storm Drainage <br />Type 13 Inlet <br />NOTE: ASPHALT AND CONCRETE THICKNESS TO BE <br />DETERMINED BY THE GEOTECHNICAL ENGINEER <br />TRANSITION FROM VERTICAL <br />CURB TO MEDIAN CURB <br />A = 18000'00" <br />R = 3.00' <br />L = 9.42' <br />MEDIAN CURB -- • <br />AND GUTTER <br />5328.85 <br />5329.00 <br />2' PAN (TYP.)-I <br />N89'18'19 "W <br />32.00' <br />6' FL-FLI-01; <br />LI \532575 <br />N8978'19"W <br />32.00' <br />5328.60 <br />A = 180'00'00" <br />R=3.00' <br />L = 9.42' <br />TRANSITION FROM VERTICAL <br />5328.65 CURB TO MEDIAN CURB <br />VERTICAL CURB <br />AND GUTTER <br />MEDIAN ISLAND WEST DETAIL <br />A = 18000'00" <br />R = 3.00' <br />L = 9.42' <br />TRANSITION FROM VERTICAL <br />CURB TO MEDIAN CURB <br />1" = 20' <br />MEDIAN CURB - <br />AND GUTTER <br />5328.60 <br />-11 <br />6' FL -FL <br />5328.75 <br />N8978'19 "W <br />32.00' <br />5328.60 <br />2' PAN (TYP.)---f <br />N89'18'19 "W <br />32.00' <br />0 = 18000'00" <br />R = 3.00' <br />L = 9.42' <br />TRANSITION FROM VERTICAL <br />5328.60 CURB TO MEDIAN CURB <br />VERTICAL CURB <br />AND GUTTER <br />MEDIAN ISLAND EAST DETAIL <br />1"=20' <br />Colorado Technological Center <br />LOT 15, BLOCK 6 <br />P.U.D. <br />SITE PLAN <br />SCALE <br />HOR. <br />VERT. <br />DESIGN MJL <br />DRAWN MJL <br />FILE NAME243PUD2 <br />APPROVED TRL <br />JOB NO. 2 <br />HURST & ASSOCIATES, INC, <br />CONSULTING ENGINEERS <br />3055 47th Street, A-2 <br />Boulder, Colorado 80301 (303) 449-9105 <br />DATE11 /14/96 SHEET 2 of 5 <br />2243 <br />