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HomeMy WebLinkAboutC7.1 GRAVITY IRRIGATION SUPPLY ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS o���S�ONAT R 227 6 U s 10/21/25 o 0 00 TF OF z �/ R�NN > N z 0 W � w a w u = F EO N O '0-- = U C Z 7 LJ .0 c N Ul a U (0 fe�f O N N .V N 00 W Op o F E CO m w CD ID o0 'c co CD _ S aUS U c c Y co 0 ESC TION ST. a c`0i o .° ° a �ob N `0 U o w �.) o- c � �0 Z c I— - - — — — — L) mL O CO m Z . . . . . . 3Wa toC7 Id„b I o C Z w w a w ca \ Icaz IRRIGATION OVERFLOW I o a SEE SHEET C7.2 I ► n I J \ II IRRIGATION POND I KEY MAP SEE DETAIL 3 SHEET C8.2 I N z l I U U � I � z I \ z I \ \ a I LINEWORK LEGEND11 \ \ \ INV.=2731.00' ° 1 I \ EXISTING PROPERTY LINE w w r IR2 I Copyright©2025 Z 0+rJ0 +�� 2+00 I PROPOSED RIGHT OF WAY All rights rese ved. Reproduction or use in any form o I I or by any means without written permission of 2 H Breckon Land Design,Inc.is unlawful and subject to 0 GIRR GIRR I w — GIRR T ���� _ I PROPOSED LOT LINES criminal prosecution. r IR1 GIRR MH 04 \\\ O ��� a \ IR1 GIRR MH 06 � o Q- GIRR MH 04(EXISTING) I \ _ _ _ _ z �Q- — —2730 — - EXISTING CONTOUR I \ L — 10 �\�\ PRESSURE IRRIGATION 2730 PROPOSED CONTOUR O \ I \ \ STATION&INTAKE .` \ I SEE SHEET C8.3 \ \ S MONDT MEADOWS WAY PROPOSED EASEMENT Q o 1 \ _ PROPOSED SEWER MAINLINE / o < PROPOSED WATER MAIN < 0 d- V/ o GIRR PROPOSED GRAVITY IRRIGATION LINE M `•J > a < 7 w o w w PROPOSED PRESSURE IRRIGATION LINE COCD L 1 N Z O M 0 (3 O 10 w cy m oo co rn °' SD SD PROPOSED STORM DRAIN MAIN w w FLO o 06N o L M N 2750 M00 C14N NN co N = ONNZ Q p � N V•? N O LOT NUMBER ., N10� 00 r V — O V 0 u7IT > > =c _ Lr)rvZ O � N Z Z C Or-- > > 0 CD - � 00vNZ Z 2745 3 z ti.i W 10 04 _ C7ziti Q o — GRAVITY IRRIGATION KEYNOTES Q Q 2740 Ir EUJ —— ——— IR1 48"CONCRETE IRRIGATION MANHOLE PER ISPWC SD-611 o L W 0 2735 EXISTING IR2 GRAVITY IRRIGATION INLET PER DETAIL 2 SHEET C8.2 N 143 LF-18"GIRR-0.16%51 (n 5 L Z- 101 LF-18"SS-5.72% T \ O 0 J _ 0 2730 31 LF-18"SS-3.00% z Q CAUTION NOTICE � U -° 2725 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR O D ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS z C Q OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN Z 0 THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. LIJ THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 r/'� (9 2720 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE �J J z UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL > W C W y z Q o CD 00 N N 00 �, 00 N EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON e a o z W O F co NN o � o THE PLANS. � � ` yWp�O�� O � �� � � � ��\ WmQ000► o NN NN NN NN NN �� H ZV�W�►'C9.7 oo�� - m§�qQom v t) NOOQz2z d 0+55 1+00 2+00 2+60 J o o c> >W o J2?W O d- N cn REVISIONS v No. Date Description GRAVITY IRRIGATION SUPPLY o _■ w Q STA 0+55 TO 2+55 > � 10 0 10 20 30 8 0 8 16 24 PROJECT NO.: O 0 25027 B HORIZONTAL SCALE: 1"= 10' VERTICAL SCALE: 1"=8' DRAWN BY: CR CHECKED BY: 3 JB Q d 0 10/21/25 C-- ON_ cV SHEET NUMBER 0 AN 0 N Q C7.1 I to 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15