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Contex, Exist, Plat, Site <br />C:\CKA97\97-309\GRAD-PH3 <br />E <br />M <br />rn <br />00 <br />w <br />cn <br />0 <br />co <br />1D <br />. O <br />C) <br />SAW CUT OR <br />WHEEL CUT - <br />EX. ASPHALT, <br />REMOVE, TACK <br />COAT ADJOINING <br />EDGES AND PAVE <br />FLUSH. <br />LO <br />2, BLOCK 8 <br />01011010 <br />E AR <br />ti <br />1 <br />11 <br />111 <br />11 1 <br />11 <br />111 <br />111 <br />111 <br />1i 1 <br />11 i <br />11 <br />11 1 <br />11 <br />11 <br />111_ <br />11 <br />11 1 <br />11 <br />11 1 <br />11 1 <br />11 <br />11 1;'.. <br />11 <br />11 <br />11II I <br />It <br />11 1 <br />11 t <br />it i <br />11 <br />ii 1 <br />/1 <br />11 <br />9i <br />POND•''"1W.S. <br />ELEVATION''i <br />00.7 <br />t C; <br />.r <br />CONC HEADWALL W/ <br />RESTRICTOR PLATE <br />W/ TRASHRACK <br />INV. 97.90 <br />POND #4 <br />SURF EL. 99.70 <br />VOL = 5570 cf <br />INV. = 97.90 <br />BERM <br />EL. 100.70 <br />7004v <br />DIRECT DOWNSPOUTS <br />TO NEW POND <br />rt <br />I <br />FF= 1 00.85 9 <br />•h: <br />ASPHALT ............ <br />..:......:::::::.:.: PAVEMENT <br />79,4 <br />TRENCH BELOW EX lj <br />CONC. C&G WITHOUT 11 ` <br />DISTRUBING CONCRETE., • i1 S1 <br />PATCH TRENCH PER <br />DETAIL A2. <br />MATCH INVERT OUT <br />OF EX. 8" PVC. <br />REGRADE AS NEEDED <br />TO ENSURE DRAINAGE <br />AWAY FROM PIPE. <br />IY <br />4V2 <br />6" <br />1i <br />EXTEND UTILITY 2 00 .0 <br />'==SERVICING FROM, <br />EXISTING BUILDING <br />'/FOR Aidan, <br />• <br />97, 4, <br />ri 7:. r.-. <br />ABANDON EX. 8" PVC <br />.STORM IN PLACE OR <br />REMOVE INTERFERING <br />PORTIONS.' <br />P.1'r 1 :`,1 <br />SAW CUT EX. CURB TO <br />FORM 2' CURB CUT <br />fln�7 FLCIC3F< El..t'.•E'.I"U <br />SAW CUT OR <br />WHEEL CUT <br />EX. ASPHALT, \ <br />REMOVE, TACK <br />COAT ADJOINING \. <br />EDGES AND <br />PAVE FLUSH. <br />REMOVE EXISTING ASPHALT <br />AND RECONSTRUCT TO <br />PROVIDE ADEQUATE DRAINAGE <br />• <br />'4S. 2 F <br />rl <br />1st <br />x <br />1'-6" <br />Ii <br /><0 <br />NOTES; All exposed concrete shall have a broom finish. <br />Expansion joints at each end of all curb returns. <br />Contraction joints at 10' max. intervals. <br />VERTICAL CURB WITH SPILL <br />N.T.S. <br />11; ft <br />1'-6" <br />• -.� 6" <br />-.. <br />4112 . 11/2 <br />... <br />NOTES: All exposed concrete shall have a broom finish. <br />Expansion joints at each end of all curb returns <br />at at 500 ft. max. intervals. <br />Contraction joints at 10 ft. max. intervals. <br />VERTICAL CURB WITH CATCH <br />N.T.S. <br />100.4.• <br />00 N C R <br />1 <br />1 <br />1 <br />0D <br />U <br />O <br />m <br />N <br />0 <br />J <br />co <br />LEGEND <br />��r�� <br />Spill Transition <br />8" PVC <br />SAN....8" <br />E <br />0 <br />atti <br />NOTES <br />Property Line <br />Easement Line <br />Proposed Contour Lines (1 -ft.) <br />Existing Contour Lines (1 -ft) <br />Basin Boundary <br />Curb Gutter Designations <br />Proposed Storm Sewer <br />Existing Storm Sewer <br />Existing Sanitary Sewer <br />Existing Water <br />Proposed Electric <br />Proposed Gas <br />Silt Fence <br />Existing Manhole <br />Sub -Basin Label: <br />"A" -- Onsite Sub -Basin <br />"OS1" -- Offsite Sub -Basin <br />Sub -Basin area (acres) <br />Design Point <br />Hay Bale <br />Spot Elevation (R., o Curbs) <br />1. Topographic information on this plan was Provided by Flagstaff Surveying, <br />Boulder, Colorado. <br />2. All construction shall be in accordance with the City of Louisville Design <br />and Construction Standards, latest edition. <br />3. The proposed building, and parking configuration was provided by Garth <br />Braun Associates, 954 Pearl Street, Boulder, CO 80301, (303) 447-1859. <br />4. The Contractor shall obtain all permits required prior to construction. <br />5. Erosion control during construction shall be per the Colorado Department <br />of Highways Standards. <br />6. Permanent ground cover shall be as indicated on the Landscape plan. <br />7. Existing utility information was provided by others. Location and elev- <br />ation shall be verified by the Contractor. <br />8. The Contractor shall replace any existing facilities in the public right <br />of way damaged by construction. <br />9. All connections to existing utilities whall be done in a manner to minimize <br />disruptions to existing users. <br />10. Phase 3 utilities shall be tied to existing facilities from the first phase of <br />construction. <br />0 <br />IF YOU DIG COLORADO -- CALL US FIRST! <br />UTILITIES NOTIFICATION CENTER <br />1-800-922-1987 a <br />534-6700 (METRO DENVER) <br />CALL 2 BUSINESS DAYS PRIOR TO <br />EXCAVATION FOR UTILITY LOCATIONS <br />SCALE: 1" = 20' <br />MI MI <br />20 10 0 <br />20 <br />40 <br />80 <br />PHASE 3 -GRADING, DRAINAGE, <br />AND MASTER UTILITY PLAN <br />Charles Keim & Associates <br />Consulting Engineers <br />Date <br />6/23/97 <br />1" = 20' <br />REVISED 8/11 /97 <br />Scale <br />Designed by <br />Drawn by <br />SEL <br />SEL <br />Checked by <br />Job No. <br />1711 15th St., Suite 200 <br />Boulder, Colorado 80302 <br />(303) 447-0090 <br />JLB <br />97-309 <br />Sheet of <br />1 <br />2 <br />Drawing No. <br />D249 <br />NOTICE: DUTY OF COOPERATION <br />Release of these plans contemplates <br />further cooperation amongthe owner, his <br />contractor and the architect. Design and <br />construction are complex. Although the <br />architect and his consukants 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 />Bot l der, Co 80302 <br />303/447-1659 <br />JOB NO <br />DRAWN <br />CI -EO ED <br />DATE 7. ,01'4- <br />S <br />/t\ 1120:11 <br />T3' <br />E <br />ffl • c:3 <br />rn • m <br />81N <br />z <br />cio <br />Gi3f100kld 00AVS <br />i <br />1 <br />S!Of100ad OmVS <br />• <br />�Sz] <br />m <br />Z <br />z <br />cn <br />a38wnN ONIMdI:10 <br />8 <br />O <br />is c <br />11 9 <br />I1 co <br />R <br />,.J 312 a <br />1 <br />� c <br />= <br />c 7m <br />• Q1n- <br />N31 <br />g <br />z <br />z <br />cn <br />0 <br />D <br />