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HomeMy WebLinkAboutC7.3 WATKINS DRAIN REGRADE ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS o���S�ONAT R 227 6 U s 10/21/25 o 0 C'0 TF OF RONNP 0 z z — O w L w — — — — — — — — a w w u = F EO N O CO = U C Z c U .� c N CIJ Q U (0 fef N N .V N 00 W Op CO, F E'� m CO m w 0 a�� o0 'c ID W (D _ S coa ° o�ED0 TION S `ESC .L o oW N._ (D J]O Z c 16J— Lo U JWC'�J �i � L CO m O S. SUBLIMITY AVE -) . . . . 3 W a co CD - - - �- -� K - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _� I > W w a w 0 m , i� —2732— �_ —_—_ — < 3+00 — — —4+00_ _ C IR5 — — 1, ID IR6 =WATKINS DRAIN= 2729 2728 IR6 2728 IR5 5+00 `6+ �' o N - - 1 / -N -_ - -- -_� �� - I . KEY MAP 2732 CID �/ I / o /� N o 2732= 4,"`PT — — 4„P — — — �� — I ■ ' — — w � C2.5 — — — _ _ — — — — — — _ LINEWORK LEGEND-2731— o 1 /_ /. co EXISTING PROPERTY LINE z xpp � /� / / I w 60 p Copyright©2025 Z All rights reserved. Reproduction or use in any form o PROPOSED RIGHT OF WAY O n of 2 Breckon Land Designor by any means ,Inc.is uthout nlawfuland itten so su bject to 0 PROPOSED LOT LINES criminal prosecution. \ j w \ I I —2730 — - EXISTING CONTOUR o 2730 PROPOSED CONTOUR O w III z co / PROPOSED EASEMENT r00 W Q I I w N o G W N PROPOSED SEWER MAINLINE > Z10 CV � a W w PROPOSED WATER MAIN 0 < O w o GIRR PROPOSED GRAVITY IRRIGATION LINE v W Q w oo z N PROPOSED PRESSURE IRRIGATION LINECD o 0 10 N w F N SD SD PROPOSED STORM DRAIN MAIN CD Q z_ P o O LOT NUMBER 0 2740 O z Q Q I� C 2735 KEYNOTE LEGEND /� Q - ^ V r n i V PRECAST HEADWALLS FOR 48"CONCRETE PIPE BY OTHERS.CONTRACTOR SHALL w n r E o EXISTING GRADE IR5 IR5 / PROVIDE STRUCTURAL DRAWINGS TO DESIGN PROFESSIONAL FOR REVIEW AND V, 2730 60 LF-48"RCP-0.05% IR6 IR5 APPROVAL PRIOR TO CONSTRUCTION.6"RIP RAP SHALL EXTEND A MINIMUM OF 20' z BEYOND OPENINGS, SIDES AND BOTTOM. N ui � z a PROPOSED GRADE IR6 CONTRACTOR TO REGRADE WATKINS DRAIN FLOWLINE PER DETIAL 4 SHEET C4.2 2725 � O EXISTING 48"OUTFALL INVERT Q T Q 2720 U p � 1- o � � � M N CD � � �, o CAUTION NOTICE O 00 Q Noq co GE N N N N N N N N N� N N N N N N N N N N N N^ � � � � � � � � � � � � � � � � � � r` � THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR 9Z N N N N N N N N N N N N N N N N N N N N N N ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDSLLJ ' CD I OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN v, Q 1+00 2+00 3+00 4+00 5+00 6+00 6+50 THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. W C W z THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 a o o c z c► 01 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE y W c C o; C) UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL S& W m Q O O � 0 EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON WMV, THE PLANS. C0// p �at�RCWW V C 0 d- 04 WATKINS DRAIN R E G RA D E REVISIONS O Z� LL S TA 1 +0 0 TO 6+5 0 No. Date Description 0 10 0 10 20 30 8 0 8 16 24 w Q HORIZONTAL SCALE: 1"= 10' VERTICAL SCALE: 1"=8' PROJECT NO.: O 0 25027 B C-4 DRAWN BY: CR CHECKED BY: JB Q �r 0 10/21/25 C O CIA SHEET NUMBER 0 A `-4 L- C 0- 7.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15