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DRAWING NUMBER <br />DRAWING NUMBER <br />PLAN HOLD CORPORATION- <br />IRVINE, <br />ORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <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 />POSITION EDGE OF PRINT ON THIS LINE <br />co <br />.se <br />co <br />INFTCALIFOR <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />• <br />V <br />W ® wvO W <br />X <br />r <br />a <br />m <br />PLAZA DRIVE <br />-e-- W <br />WV <br />WV <br />G <br />U) <br />EX. NH RIM 5332.83* <br />INV N 5316.93* <br />INV {S 5316.73* <br />INV IW 5317.23* <br />W <br />L -t_ cn <br />8" WATER LINE (BY OTHERS) <br />LOT 4 <br />HECLA WAY <br />8" VALVE <br />AND STUB\ <br />PROPOSED HECLA WAY IMPROVEMENTS <br />SEE NOTE 5. <br />FH <br />11 <br />WV <br />4331.41 - TOP OF CAP ELEVATION <br />"Li ONINWINO <br />{ <br />I <br />I <br />3.22.38' <br />1FTflI <br />li ' <br />1 <br />11 <br />II I1 I <br />1.1 <br />SHARED <br />11 ACCESS NT TV EASEME <br />8" TEE <br />REDUCER AND BEND <br />RELOCATE EXISTING <br />TELEPHONE BOX <br />o { <br />STORM INLET 1 <br />(BY OTHERS) <br />====I� <br />STORM MANHOLE <br />(BY OTHERS) <br />STD. FTI ASSY. <br />i <br />-I <br />EX. MH RIM 5317.25* <br />INV N 5312.25* <br />INV S 5312.05* <br />rI CONC. WALK N89`14'02"E 143.34' <br />111= - 01111. <br />411111116 <br />'+1 EX. 10' UTILITY EASEIdEN <br />(PER PLAT) <br />_ j_ ... 11 n <br />0 c3 -L-- -...,-. 1-4 <br />1 II <br />I ir-11 I ,, jli 1 <br />1 H In I - 1- T -II( i <br />I 1 dN 11 II I I I A i <br />1 lutpiiiU <br />11 <br />11 <br />U) <br />U, <br />7.5' DRAINAGE <br />EASEMENT <br />A <br />I <br />II <br />ST 3 <br />U) <br />{ <br />III <br />to II I <br />W <br />W <br />W 1 <br />{ <br />{ <br />{ <br />LOT 5 IMPROVEMENTS (BY OTHERS) I <br />(SEE NOTE 10) <br />15' UTILITY EASEMENT <br />- - =NM <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />_,.1(11-1 rt.1 <br />I <br />A -- <br />op <br />gX. 4H RIM ;319.39* <br />INV N 5315.23* <br />INV W 5315.07* <br />INV E 5315.50* <br />ST <br />OT <br />O <br />wv -0- <br />ST EX 18" STORM ST <br />12" SAN. SEWER <br />(SEE NOTE 6) <br />ST <br />SAN. MH 7 I <br />RIM= 22.50± <br />INV IN(E)=16.14± I <br />INV OUT(W)=16.04± <br />• <br />L <br />N <br />Ce <br />mss <br />cn <br />< W <br />:447'.-Ikik. Witte <br />STORM IN <br />(BY OTHE <br />Cl <br />EX. 16' INGRESS -EGRESS EASEMENT <br />REC. NO. 317757 <br />EX. 20' DRAINAGE & <br />UTILITY EASEMENT <br />(PER PLAT) <br />FIRE HYDRANT <br />STORM INLET NO.1 <br />GRATE=20.3 <br />INV (S)=16.77 <br />I <br />ISTORM INLET NO.2 <br />GRATE=19.6 <br />INV IN (N)=13.72 <br />INV OUT (w)=13.62 <br />I+ <br />1 I l'h; <br />Il <br />w <br />`n <br />ST <br />N89 40 "E <br />=T. - <br />ST ST <br />ST <br />SOUTH BOULDER ROAD <br />SEWER (' <br />1fZ1 A1' <br />1 •J1. ""TI SENOTA 8 <br />0 EX. SIGN I <br />DRAINAGE EASEMEN7 <br />STORM SEWER, WALL, AND GRADING <br />SEE NOTE 8. <br />/111111M1 <br />-4 tp1 <br />0 <br />31.1 LF 12" STORM AT 2.5% <br />X. STORM MH <br />PP <br />0 <br />LEGEND <br />SAN - <br />STORM <br />EXISTING POWER POLE <br />EXISTING TELEPHONE PEDESTAL <br />EXISTING SANITARY SEWER W/MANHOLE <br />PROPOSED SANITARY SEWER W/MANHOLE (DESIGNED <br />EXISTING WATER WARE HYDRANT <br />PROPOSED WATER W/FIRE HYDRANT (BY OTHERS) <br />BY OTHERS) <br />PROPOSED WATER W/FIRE HYDRANT <br />.3T- EXISTING STORM SEWER W/MANHOLE <br />PROPOSED STORM SEWER W/MANHOLE AND INLET (DESIGNED BY OTHERS) <br />PROPOSED STORM SEWER W/MANHOLE <br />PROPOSED DRAIN INLET <br />EXISTING WATER VALVE <br />PROPOSED WATER VALVE <br />PROPOSED CLEAN-OUT <br />NOTES <br />1. ALL CITY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LOUISVILLE <br />STANDARD SPECIFICATIONS. <br />2. FINAL WATER„ FIRELINE, SEWER TAPS. AND SERVICE UNE SIZES SHALL BE DETERMINED AT <br />THE TIME OF BUILDING PERMIT APPLICATION. <br />3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A WAY SO AS TO MINIMIZE <br />DISRUPTION IN SERVICE TO EXISTING USERS. <br />4. THE LOCATION OF EXISTING UTILITIES AND FUTURE UTILITIES BY OTHERS SHOWN <br />HEREON ARE BASED ON FIELD SURVEYS. DESIGN PLANS AND OTHER INFORMATION <br />PROVIDED BY OTHERS (WHICH MAY INCLUDE THE UTIUTY OWNER OR UTILITY LOCATING <br />SERVICES). SCOTT, COX & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR UTILITY <br />INFORMATION PROVIDED BY OTHERS. SCOTT, COX & ASSOCIATES, INC. RECOMMENDS THAT <br />THE LOCATION OF THE UTILITIES BE FIELD VERIFIED PRIOR TO ANY DIGGING ON, OR <br />ADJACENT TO THE SUBJECT PROPERTY. <br />5. FUTURE IMPROVEMENTS FOR HECLA WAY SHOWN ON NESE PLANS INCLUDING CURB AND GUTTER, <br />WATERUNES, STORM SEWERS, INLETS, AND FINISHED GRADES ARE FROM THE SITE CONSTRUCTION PLANS <br />FOR TEXACO EXPRESS LUBE BY TSP FIVE INC. DATED 12-20-99 AND APPROVED BY THE CITY OF <br />LOUISVILLE ON 3-8-00. <br />6. THE SANITARY SEWER MAIN AT THE SOUTHERN END OF THE SITE SHOWN ON THESE PLANS IS <br />FROM THE SANITARY SEWER PLAN FOR LEHRER'S FLOWERS, LOT 5, LOUISVILLE PLAZA FILING 2 BY <br />HURST & ASSOCIATES, INC. DATED JUNE 5, 2000. <br />7. NO DECIDUOUS TREES SHALL BE PLANTED WITHIN 5 FEET AND CONIFEROUS TREES WITHIN 10' OF A <br />PUBUC UTILITY OR SIDEWALK. <br />8. STORM SEWER IMPROVEMENTS, RETAINING WALL AND FUTURE GRADING SHOWN IN THE SOUTHERN <br />PORTION OF LOT 6 HAS BEEN DESIGNED BY HURST de ASSOCIATES, INC.. REFER TO THE DESIGN PLANS FOR <br />LOT 5 BY HURST & ASSOCIATES FOR DESIGN INFORMATION IN THIS AREA. <br />9. STORM SEWER PIPE SHALL BE CLASS III RCP. <br />10. FUTURE IMPROVEMENTS FOR LOT 5 SHOWN ON THESE PLANS ARE FROM THE MASTER DRAINAGE AND <br />GRADING PLAN FOR LEHRE'R'S FLOWERS. LOT 5, LOUISVILLE PLAZA, FIUNG 2. BY HURST & ASSOCIATES. <br />INC.. LOT 5 GRADING AND IMPROVEMENTS ARE SHOWN FOR COORDINATION PURPOSES <br />ONLY. REFER TO HURST & ASSOCIATES, INC. PLANS FOR ANY LOT 5 IMPROVEMENTS. <br />FLARED END SECTION <br />RIP -RAP OUTLET PROTECTION <br />EX. CONC STRUCTURE <br />ST STORM <br />EX. DRIVE CULiEL 36" ST <br />Scale: 1" = 20' <br />10 20 <br />40 <br />MASTER UTILITY PLAN <br />BLACK DIAMOND CAR WASH <br />LOT 6, FILING 2, <br />LOUISVILLE PLAZA <br />LOUISVILLE, COLORADO <br />'AT <br />Designed by <br />Drawn by <br />Checked by <br />SCOTT, COX Sc ASSOCIATES, INC. <br />consulting engineers • surveyors <br />1530 55th Street • Boulder, Colorado 80303 <br />(303) 444 - 3051 <br />RGB Date <br />4/14/00 <br />Revision <br />WHM 1 <br />RGB <br />Scale Survey <br />Description <br />Sheet Drawing no. <br />C2 <br />00280 <br />Dote Project no. <br />00280 <br />CITY COMMENTS 6/9/00 <br />