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Boulder County, CO <br />04099501 <br />Page 8 of 8 <br />os <br />0 <br />0 <br />0 <br />0 <br />cc <br />n <br />c• <br />s <br />.N. <br />0 <br />g <br />▪ 0- <br />CI <br />s— <br />g <br />U fO <br />POINT NO. 1 <br />N-1232149.45 <br />E-3109887.07 <br />ELEVATION = 5304.49 <br />EXISTING <br />PROPERTY <br />LINE <br />r- <br />-yam ! • r ` I r „ <br />1 <br />4S ! <br />\ 1 • <br />15' U11/iT/ <br />EASEMENT <br />3O"DRA/NACE ct> <br />UAL/Tr EASEMENT —.1 <br />REC. NO. 2112642 <br />! <br />CTC COMMERCIAL PUD <br />2ND AMENDMENT <br />LOT 1 REPEAT F AMENDED <br />CASE NO. PUD-000549-2025 <br />N89°27'50"E 425.02'- <br />I - <br />EXISTING <br />STORMDRAIN <br />MANHOLE <br />EXISTING <br />WATERLINE <br />EXISTING <br />FIRE HYDRANT <br />PROPOSED ±36'X2' <br />TYPE C GRATE <br />EXISTING <br />18" RCP STORM <br />(PRIVATE) <br />CURB & GUTTER <br />AND WALK <br />ACCESS E4SEME.1 <br />REC. NO. 2887397 <br />CURB & GUTTER <br />AND WALK <br />EXISTING <br />12" PVC STORM A <br />(PRIVATE) I ' <br />CURB & GUTTER <br />AND WALK <br />EXISTING <br />6" PVC STORM <br />(PRIVATE) <br />EXISTING <br />ELECTRIC <br />41 <br />- / <br />c <br />EXISTING <br />RAMP u <br />4 r <br />1 <br />EXISTING <br />DOCK <br />k <br />I <br />�: ' <br />17 EXISTING <br />DOCK <br />5295 <br />EXISTING <br />DOCK <br />EXISTING ; 1 DOCK <br />10' UAL/TY <br />`" ' EASEMENT <br />1 <br />I <br />CONNECT TO EXISTING <br />18" RCP <br />INV. IN (E) 5291.5 <br />PROPOSED 12" INLET W/ <br />NYLOPLAST 12" DRAIN <br />BASIN (2812AG) <br />RIM = 5293,47 <br />INV. OUT (W)= 5291.7 <br />PROPOSED 9.5 LF <br />8"PVC ©2% <br />EXISTING <br />BUILDING <br />EXISTING INLET <br />EXISTING INLET <br />EXISTING INLET <br />EXISTING INLET <br />NOTES <br />EXISTING <br />18" RCP STORM <br />(PRIVATE) <br />r <br />1. ALL WORK SHALL COMPLY WITH THE CITY OF LOUISVILLE "STANDARDS AND <br />SPECIFICATIONS", LATEST EDITION, AS WELL AS, ALL APPLICABLE FEDERAL, STATE <br />AND LOCAL CODES. <br />2. THE LOCATION OF EXISTING UTILITIES AND FACILITIES ARE SHOWN BASED ON <br />INFORMATION AVAILABLE, AND COMPLETENESS IS NOT GUARANTEED. THE <br />CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL <br />UTILITIES PRIOR TO STARTING WORK. THE CONTRACTOR SHALL CONTACT THE <br />UTILITY NOTIFICATION CENTER AT 811 TWO DAYS IN ADVANCE OF STARTING WORK, <br />AS REQUIRED BY COLORADO CODE. <br />3. CONTRACTOR SHALL VERIFY THE MATERIAL, SIZE, DEPTH AND LOCATION OF ALL <br />UTILITIES AND FACILITIES PRIOR TO STARTING WORK. HAND EXCAVATION MAY BE <br />REQUIRED. WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS OF THE <br />UTILITY COMPANIES WHOSE FACILITIES ARE IN THE PROXIMITY OF THE WORK. <br />4. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS INCLUDING ALL DIMENSIONS AND <br />INVERTS PRIOR TO THE START OF THE WORK. CONTRACTOR SHALL NOTIFY THE <br />ENGINEER IMMEDIATELY OF ANY VARIATIONS BETWEEN THESE PLANS AND THE <br />ACTUAL FIELD CONDITIONS. <br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR TO ANY EXISTING <br />IMPROVEMENTS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES. <br />6. CONTRACTOR SHALL MAINTAIN AND PROTECT VEHICULAR AND PEDESTRIAN TRAFFIC <br />IN PROXIMITY OF THE WORK. <br />7. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL OBTAIN ALL PERMITS <br />NECESSARY FOR PERFORMING THE WORK. <br />8. 8. UTILITIES SHALL BE LOCATED A MINIMUM OF 10—FT AWAY FROM PROPOSED <br />AND EXISTING TREES. <br />Scale 1 inch = 20 feet <br />20 0 10 20 40 <br />1 I 1 1 1 <br />WA 1I'ER LINES <br />SANITARY SEWER <br />ELECTRIC <br />GAS <br />OVERHEAD <br />TELEPHONE <br />STORM DRAIN <br />LEGEND OF SYMBOLS <br />EXISTING <br />VALVE <br />FIRE HYD <br />METER MANHOLE <br />GAS VALVE <br />GUY ANCHOR - POLE <br />CONTOURS (1') <br />FLOW DIRECTION <br />EXISTING CONCRETE <br />PROPOSED CONCRETE <br />SURVEY NOTES: <br />PEDESTAL MANHOLE <br />- 5295 <br />PROPOSED <br />HORIZONTAL DATUM: <br />MODIFIED NAD83/2011 COLORADO STATE PLANE COORDINATE SYSTEM NORTH <br />ZONE <br />SCALE FACTOR 1.00028214 (0.99971794) <br />VERTICAL DATUM: <br />NGS VERTICAL BENCHMARK Q 413 <br />ELEVATION = 5296.06 (NAVD88 VERTICAL DATUM) <br />SITE BENCHMARK: <br />POINT NO. 1 <br />N-1232149.45 <br />E-3109887.07 <br />ELEVATION = 5304.49 <br />12 <br />Consultants, <br />Inc, <br />16911 Potts Place <br />Mead. Colorado <br />970.217.9148 <br />.5295 <br />IZZIO BAKERY <br />0 <br />CI <br />i <br />O <br />LIJ <br />P.U,D SUBMITTAL <br />c <br />I I' <br />I <br />1 <br />tin <br />0 <br />H <br />c <br />Q <br />Z N <br />G W O <br />J W co <br />CO 0 <br />0 cn <br />Lu co <br />Q O <br />PROJECT NO.: 010458.001 <br />0-2 <br />Sheet #8 of 8 <br />010458.001-z C00RDINATION•C-2 UTILITY PLAN <br />