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4) <br />0 <br />x <br />w <br />0 <br />U <br />4 <br />X <br />E <br />N <br />co <br />i <br />i <br />REMOVE AND RESET EX. <br />HYDRANT. TEEM 6" LINE <br />STD CITY OF LOUISVILLE <br />DRIVE RAMP W=30' <br />6" DI FIRE LINE <br />(PUBLIC) <br />LO 2 <br />LOCK 8 <br />HAS <br />1 <br />I1" <br />i1 1 <br />t <br />11 t <br />11 t <br />I1 <br />tti <br />11 1 <br />it ! <br />11 1 <br />It I <br />It <br />1tt <br />I1 t <br />II <br />ti t <br />11 t <br />1tt <br />1t t <br />Ij 1 <br />1I 1 <br />11 <br />REMOVE HEADWALL 1tI <br />& 25± LF 8"0 PVC <br />POUR STD. TYPE <br />'13' INLET AROUND <br />EX 8"0 PVC <br />GRATE 99.60 <br />INV. OUT 97.80 <br />0 <br />CO <br />CO <br />0 <br />C) <br />2.47 .................."�< <br />REMOVE AND DISPOSE <br />OF PHASE 3 ASPHALT <br />POND 4A`; <br />SURF EL.=100.60`:! <br />VOL = 1700 cf <br />INV. = 96.60`,:;:i`.'' <br />REMOVF PHASE 3. <br />CURB & GUTTER!,. <br />�:, <br />1 <br />I r 1 <br />I <br />1 <br />SAW CUT OR WHEEL <br />CUT EX ASPHALT, <br />REMOVE, TACK COAT <br />ADJOINING ASPHALT <br />& PAVE FLUSH <br />SAW CUT OR WHEEL <br />CUT EX ASPHALT, <br />.REMOVE, TACK COAT <br />ADJOINING ASPHALT <br />& PAVE FLUSH <br />F. <br />FIRE <br />I 1 <br />I <br />I I <br />I <br />I <br />II <br />I <br />I <br />1 <br />0 <br />0 <br />0 <br />0 <br />6' CROSSPAN <br />SEE DETAIL B2 <br />• <br />CO <br />0 <br />0 <br />m <br />CN <br />0 <br />w <br />E <br />G <br />LEGEND <br />12" PETRO TACK <br />OR APPROVED EQUAL <br />NEW ASPHALT <br />TACK COATPATCH <br />TIN - <br />S G <br />ASPHALT <br />EXISTING / <br />6" MIN. <br />ASPHALT PATCH OR <br />COMPLETE FULL \�/� <br />DEPTH ASPHALT /\„ <br />PATCH OF' EXISTING <br />STREET SECTION <br />INSTALL ASPHALT <br />IN LIFTS AND COMPACT <br />TO 95% MIN. <br />CONC. HEADWALL WL <br />RESTRICTOR PLATE <br />& TRASHRACK <br />INV. 97.50 <br />INV. 97.00 <br />jk <br />100.33�1 <br />113 s'`~. <br />,2, <br />0 <br />11 <br />111 <br />11. <br />t1 t <br />11 <br />111 <br />oJ <br />0 <br />0 <br />38 <br />IINV°1i2:: .2 <br />IF YOU DIG COLORADO -- CALL US FIRST! <br />UTILITIES NOTIFICATION CENTER - <br />7 0, <br />1-800-922-1 <br />534••6700-('NA'E'TR0 DENVER) <br />CALL 2 BUSINESS DAYS PRIOR TO <br />EXCAVATION FOR UTILITY LOCATIONS <br />?i )1N`-' <br />2'-O" <br />r <br />'6% n1'!°.: <br />• <br />2' 0" <br />4' CROSSPAN <br />6" <br />it <br />6' CROSSPAN <br />NOTES: <br />1. 6 SACK CONCRETE MIX WITH FIBERMESH. <br />2. CONTRACTIONJOINTS SHALL BE PLACED <br />EVERY 10' IN CROSSPAN. <br />STREET CROSSPANS <br />N.T.S. <br />95% <br />COMPACTED <br />BACKFILL <br />Proposed Sanitary Sewer <br />Proposed Water <br />Proposed Electric <br />Proposed Gas <br />- UNIFORM LINE CUT <br />ASPHALT <br />MILL 12" <br />t f0 �2" <br />/ / <br />TRENCH WIDTH i , <br />SEE TABLE <br />//j <br />COVER VARIES <br />�� <br />t'-EXISTING ASPHALT <br />MATCH EXISTING ASPHALT <br />DEPTH WITH ASPHALT <br />PATCH TO LIMITS OF <br />PETRO TACK <br />TYPICAL TRENCH PATCH SECTION <br />NOTES: <br />Trench to be sloped or braced and shored as required. <br />TRENCH WIDTH TABLE <br />PIPE DIAMETER 6" 8" <br />MINIMUM WIDTH 1'-2" 2'-0" <br />MAXIMUM WIDTH 2'-6" 2'-8" <br />12" <br />2'-4" <br />3'-0" <br />TYPICAL TRENCH PATCH SECTION <br />N.T.S. <br />NOTES <br />1. Topographic information on this plan was Provided by Flagstaff Surveying, <br />Boulder, Colorado. <br />2. AH construction shall be in accordance with the City of Louisville Design <br />and Construction Standards, latest edition. <br />3. The proposed building, drive cut, and parking configuration was provided <br />by Garth Braun Associates, 954 Pearl Street, Boulder, CO 80301, (303) <br />447-1859. <br />4. Proposed Phase 4 building footprint, <br />are for illustrative purposes only and <br />design. The information is shown to <br />addition(s) to the site. <br />asphalt, storm sewers and ponding <br />should not be construed as a final <br />demonstrate the feasibility of future <br />5. The Contractor shall obtain all permits required prior to construction. <br />6. Erosion control during construction shall be per the Colorado Department <br />of Highways Standards. <br />7. Permanent ground cover shall be as indicated on the Landscape plan. <br />8. Existing utility information was provided by others. Location and elev- <br />ation shall be verified by the Contractor. <br />9. The Contractor shall replace any existing ffacilities in the public right <br />of way damaged by construction. <br />10. All connections to existing utilities whall be done in a manner to minimize <br />disruptions to existing users. <br />11. Phase 3 utilities shall be tied to existing facilities from the first phase of <br />construction. <br />12. Proposed utilities for Phase 4 are shown to demonstrate the feasibility <br />of future addition(s) to the lot. Services shall be designed during final <br />design of Phase 4. <br />SCALE: 1" = 20' <br />20 <br />10 0 <br />20 <br />40 • <br />80 <br />PHASE 4 -GRADING, DRAINAGE <br />AND MASTER UTILITY PLAN <br />Charles Keim & Associates <br />Consulting Engineers <br />Date <br />Scale <br />6/23/97 <br />1" = 20' <br />REVISED 8/1 1 /97 <br />Designed by <br />Drawn by <br />SEL <br />SEL <br />Checked by <br />Job No. <br />1711 15th St., Suite 200 <br />Boulder, Coloracle <br />(3:9 e7 0090' <br />1Sheet,'... .4' .of' - .. <br />144..int,ro. <br />see <br />JLB <br />97-309 <br />D249 <br />NOTICE: DUTY OF COOPERATION <br />Release of these plans contemplates <br />further cooperation among the owner, his <br />contractor and the architect. Design and <br />construction are complex. Although the <br />architect and his consultants have <br />performed their services with due care and <br />diligence, they cannot guarantee perfection. <br />Communication is imperfect, and every <br />contingency cannot be anticipated. Any <br />ambiguity or discrepancy discovered by the <br />use of these plans shall be reported <br />immediately to the architect. Failure to <br />notify the architect compounds <br />misunderstanding and increases <br />construction costs. A failure to cooperate <br />by a simple notice to the architect shall <br />relieve the architect from responsibility for <br />all consequences. Changes made from the <br />plans without consent of the architect are <br />unauthorized, and shall relieve the architect <br />of responsibility for all consequences <br />arriving out of such changes. <br />Garth Braun Associates <br />Architecture • Planning <br />Development Consulting <br />954 Pearl Street <br />BoUder, CO 80302 <br />303/447-1869 <br />JOB NO <br />DRAWN <br />CI -ECIC <br />DATE '7, 31.41 1- <br />REVISED: <br />04 <br />33 <br />m <br />•z <br />E <br />7° m <br />N <br />z <br />cn <br />S101100dd 00AVS <br />a38W11N ONIMVUO <br />.4 <br />