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IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />DRAWING NUMBER <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON THIS LINE • <br />POSITION EDGE OF PRINT ON THIS LINE <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON THIS LINE <br />DRAWING NUMBER <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON THIS LINE • <br />0) <br />INLET <br />GRATE =5314.02 <br />INV. Q =5306.11 <br />CONNECT TO EXISTING 60" RCP 71 LF 15" <br />EX. INV. 60" RCP =06.11 ± <br />INV. 15" RCP = 9.50 <br />EX. 4' CONCRETE <br />PAN <br />EX. ASPHALT <br />50' RAILROAD & DRAINAGE <br />EASEMENT <br />EX. CURB & GUTTER <br />- Pu -1\ <br />ST- -----ST <br />W <br />S- w <br />Lu <br />TRANSFORMER <br />ST <br />0) <br />RCP AT 3.7% <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1- <br />0 <br />EX. 12" WATER w <br />G _ EX. STORM SEWER MH <br />V RIM =5321.79 <br />INV. N =5310.39 <br />INV. S =5310.39 <br />INV. Q =5310.21 <br />INV. W =5311.96 <br />EX. INLET <br />RIM =5321.80 <br />INV. Q =5316.32 <br />G <br />0 <br />W <br />2 <br />o <br />X 0 <br />W <br />S 89'47'13" E <br />-Pu- <br />1 <br />1 <br />1 <br />L <br />ST <br />TRANSFORMER <br />Purl. 41" <br />EX. 42" RCP STORM SEWEf <br />STT <br />Mom MEM <br />0 <br />1 <br />TYPE A INLET W/ <br />RESTRICTOR PLATE <br />RIM =15.5 <br />INV. =12.1 <br />0111 _- - - <br />S 00'40'10" W <br />-- - <br />LOT6 <br />BLOCK 5 <br />COLORADO TECH CENTER <br />- - <br />- - <br />Scale: 1" = 20' <br />0 10 20 <br />397.49' <br />- - <br />- - <br />40 <br />/TRENCH DRAIN <br />GRATE 5.5 <br />f INV. =133..5 <br />o 9 <br />TRENCH DRAIN <br />GRATE =15.5 <br />TRENCH DRAIN <br />GRATE =15.5 <br />INV. =15.0 <br />1 <br />iii(/ STD. FH ASSY <br />Pu - Pu <br />ININO - 4011110 MM.ONNIINIIIMMINNI,1144 <br />5T ST <br />'r""- 18.2 LF 6" WATER <br />w w w <br />12" X 6" TAPPING VALVE Alk <br />6" GATE VALVE <br />G G THRUST BLOCK EX, 2" GAS <br />- - <br />W <br />G <br />w <br />Pu <br />- - <br />ST N 00'41'45" IT <br />G <br />G <br />LOT 7 <br />BLOCK 5 <br />COLORADO TECH CENTER <br />MINIM MEM. <br />W <br />Pu <br />ST <br />- - <br />W <br />ru <br />1 J <br />w <br />TA )Z OR A VENUE <br />G <br />- <br />Pu <br />MM. 411•1111 <br />ST <br />S40. FH ASS'Y <br />.r <br />Pu Pu PI <br />- - - - <br />374.30' EX. 42" RCP STORM SEWER <br />ST ST -FT <br />- <br />- - <br />-_ - <br />EX. SAN. SEWER MH <br />RIM =5315.83 <br />INV. E =5306.37 <br />INV. W =5306.75 <br />14' UTILITYN <br />EASEMENT <br />126.7 LF SAN. SEWER--SERVICE--- <br />GAS SERVICE (BY PSC()) <br />X117.3 LF WATER SE rr DICE <br />LF FIRE SEI.MCE <br />• <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />N 89'47'13" W <br />EX. 12" WATER <br />W W w W/ <br />-9 <br />12" X 6" TAPPING VALVE <br />6" GATE VALVE <br />G G G THRUST BLOCK EX. 2" GAS <br />y <br />LOT 10 <br />BLOCK 3 <br />COLORADO TECH CENTER <br />BOXELDER ST. <br />VI <br />-J J <br />(t0 <br />_jIL4tJN ROAD <br />VICINITY MAP <br />N.T.S. <br />EX. SAN. SEWER MH <br />RIM =5319.71 <br />INV. S =5312.06 <br />- Ss <br />ISI <br />(n <br />'UTILITY <br />VAULT <br />G <br />TRANSFORMER <br />W w <br />G <br />EX. 8" PVC SAN. SEWER <br />-Ss <br />CONNECT TO EXISTING <br />42" RCP, <br />EX. INV. =13.23± <br />INV. (E) =13.30 <br />G <br />W <br />3T <br />(0 <br />L J <br />0 <br />z <br />z0 <br />3 W <br />‘1)w <br />(' m <br />i <br />w <br />0 vi <br />co 4 ca a <br />3 'VV °° <br />W <br />w <br />00 <br />LL. <br />-J <br />CSI <br />W <br />0 <br />0 <br />0 <br />POND "B" OUTLET <br />STRUCTURE <br />RIM =15.5 <br />INV. =13.5 <br />Pt, <br />STroily <br />(1 <br />0) <br />(n <br />N <br />Vi <br />LEGEND <br />0 T.P. <br />Pu ru- <br />G G - <br />EXISTING TELEPHONE PEDESTAL <br />EXISTING UNDERGROUND POWER LINE <br />EXISTING GAS LINE <br />ss -Q SS- ' EXISTING SANITARY SEWER W/MANHOLE <br />ST -0 <br />s <br />5T - <br />EXISTING WATER W/FIRE HYDRANT <br />PROPOSED WATER W/FIRE HYDRANT <br />EXISTING STORM SEWER W/MANHOLE <br />PROPOSED STORM SEWER W/INLET <br />EXISTING WATER VALVE <br />NOTES <br />1. THE BENCH MARK ELEVATION WAS TAKEN FROM THE 1 1/2" IRON PIPE IN THE <br />WATER VALVE BOX AT THE CENTERLINE OF DILLON ROAD, S 1/4 SEC. 16, T1S, R69W <br />(CITY OF LOUISVILLE BENCH MARK NO. 49) ELEVATION =5324.64. <br />2. THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON THE <br />FIELD LOCATION OF SURFACE FEATURES, AND AS -BUILT LOCATIONS FROM MAPS <br />PROVIDED BY THE APPROPRIATE UTILITY COMPANIES AND THE CITY OF LOUISVILLE. <br />THE ALIGNMENT, DEPTH AND SIZE 01=' THE SAID UTILITIES SHOWN HEREON MAY NOT <br />BE ACCURATE. SCOTT, COX & ASSOCIATES, INC. RECOMMENDS THAT THE LOCATION OF <br />THE UNDERGROUND UTILITIES BE FIELD VERIFIED PRIOR TO ANY DIGGING ON, OR <br />ADJACENT TO THE SUBJECT PROPERTY. <br />3. NEW WATER SERVICE TAPS TO EXISTING MAINS SHALL BE MADE BY CITY CREWS AT THE <br />DEVELOPER'S EXPENSE. <br />4. WATER METERS TO BE PURCHASED FROM THE CITY OF LOUISVILLE AND INSTALLED IN <br />ACCORDANCE WITH THE CITY OF LOUISVILLE DESIGN STANDARDS FOR WATER. THE <br />WATER METER SHALL BE INSTALLED INSIDE THE BUILDING WITH A REMOTE READOUT. <br />5. ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' COVER. <br />6. ALL SANITARY SEWER SERVICE LINES SHALL BE PLACED AT A MINIMUM SLOPE OF 2%. <br />7. WATER, FIRELINE, SEWER TAPS, AND SERVICE LINE SIZES SHALL BE DETERMINED <br />AT THE TIME OF BUILDING PERMIT APPLICATION. <br />8. DEVELOPMENTS IN THE COLORADO TECHNOLOGICAL CENTER ARE ON A SOLE SOURCE <br />SUPPLY LINE FOR WATER. THOSE LOCATING IN THE PARK ARE SUBJECT TO <br />INTERRUPTIONS OF SERVICE IN CASE OF EMERGENCIES OR UNAVOIDABLE MAINTENANCE <br />ACTIVITIES THAT AFFECT THE SOLE SOURCE FEED TO THE COLORADO TECHNOLOGICAL <br />CENTER. <br />9. DEVELOPMENTS IN THE COLORADO TECHNOLOGICAL CENTER ARE ON A SOLE SOURCE <br />SUPPLY LINE FOR WATER WHICH MAY, IN THE NEAR FUTURE, BE INADEQUATE TO MEET <br />DEMAND DURING PEAK USAGE WITHIN THE COLORADO TECHNOLOGICAL CENTER. <br />10. ANY EXISTING CURB AND GUTTER THAT HAS SETTLED OR IS OTHERWISE DAMAGED <br />ADJACENT TO THE PROPERTY SHALL BE REMOVED AND REPLACED TO THE REQUIRED <br />LIMITS TO MEET CITY STANDARDS AT THE EXPENSE OF THE DEVELOPER. <br />11. NO DECIDUOUS TREES SHALL BE PLANTED WITHIN FWE (5) FEET OR CONIFEROUS <br />TREES WITHIN TEN (10) FEET OF A PUBLIC UTILITY OR SIDEWALK (FUTURE). <br />12. SIDEWALK IMPROVEMENTS SHALL BE INSTALLED AT THE EXPENSE OF THE PROPERTY <br />OWNERS PURSUANT TO A MASTER SIDEWALK PLAN (FUTURE) FOR THE COLORADO <br />TECHNOLOGICAL CENTER, APPROVED BY THE CITY. <br />13. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A MANNER TO <br />MINIMIZE DISRUPTIONS TO EXISTING USERS. <br />ST Q <br />L) <br />H1 �iUV <br />A = 90'28'12" <br />R = 23.00' <br />L = 36.32' <br />CH = N 44'32'46" W <br />ss 32.66' SS-1111110--0-SS <br />EX. SAN. SEWER MH <br />RIM =5319.70 <br />INV. E =5308.78 <br />INV. N =5308.95 <br />INV. S =5308.85 <br />EX. STORM SEWER MH <br />RIM =5319.90 <br />CITY OF LOUISVILLE <br />APPROVAL <br />BY: <br />DATE: <br />DOCUMENT APPROVAL EXPIRES: <br />TNIS OCcUMENT WAS RENEWED FOR CONFORMANCE MN WY OF <br />LOUISVILLE DEMON AND CONSTRVC1WN STANDARDS. CITY APPROVM. <br />DOES NOT RELIEVE OWNER, DESIGN E7NCINEER OR CONTRACTOR OF <br />RESPONSIBULTY 1O CORRECT ERRORS OR OMISSIONS RELADNO TO <br />TINS DOCUMENT. <br />TORM SEWER MH <br />RIM =5319.21 <br />INV. c. =5313.82 <br />INV. W =5315.21 <br />t) o <br />w vv) EX. 8" PVC SAN. SEWER <br />Pu <br />ST <br />EX. <br />W <br />Pu Pu - <br />EX. 42" RCP <br />4-- ST SEWE <br />- <br />STORM V <br />12" WATER <br />EX. 4" GAS <br />� I <br />SC <br />ss - <br />MASTER UTILITY PLAN <br />LOT 7 <br />COLORADO TECH CENTER <br />LOUISVILLE, COLORADO <br />Designed by <br />Drawn by <br />Checked by <br />SCOTT, COX & ASSOCIATES, INC. <br />consulting engineers • surveyors <br />1530 55th Street • Boulder, Colorado 80303 <br />(303) 444 - 3051 <br />RGB Date Scale <br />JAS <br />Survey Sheet 1 Drawing no. <br />8/26/96 1"=20' Page <br />Revision ' Description <br />WHM 1 CITY COMMENTS <br />of 1 96451 <br />Date Project no. <br />9/27/96 96451 <br />