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LLlLLLL­ L­,'.­'. _ L L L L L L L ''L L...I I L I L L L L L L L''L L .... LL L . . L L L L L L L...L­­­ I . L L L L L L L L''L L L L ., LL LL LL LLLLLLLLLLLLLL'.'.'.LLLL LL'''L' , L .L L L....­­.'­' M \ Z) V) I � I �LLL­'­.'.'.'.'.L L.'."'. _� , .L ­­ ­ , I .LLLL LLLLL'.'.'.LL L LL''L L'.L .L' , I , .LL ­ ,. , \ .L L' LLL LL LLLL''L LLL..L'�.I :L.L L I LLL I III ) ) ,\\L .. . I.- M L' a X. 0 � :) 0 ,\ I I.." ... cc I LL . .. L LL . LL . .. . . .., 0 1 ., :. lookk ::., :, p () F. L' . ­1 V) M L L L'' L L L, ­­11 IN THE NW 1/4 OF SEC. 29, T4N RlE ,,­.::...� W M III ) o­ ". �_ M LL .. ­" � LL' , 1 LU 0 11 1,L�;',LL z ,, I. . I �: ­��� I :L::L ' A ::L­'�'� ­',�"L . L ' ' I ' ll ... . .... . ....... . . . , ME RID I_A_N_ I D-A_H_0 . \\\\\\" ..... .. > Uj 0: CD LLLL'.� �- q ) 0) �-% ,­ < CD I L ' 1, 'LL :L,, ,"�� �_ 0 , L�'LL' L I �""�:\\ w 9) N ­.1 ., ,\: .\\,: L ., % ft�� , "'L....L L L L L''L L'''. I , I L J 5 � ,� . "I 1:': .L I. ,, ::::� xw� i,��� .. LL ::::, '�.I� IN I , :� M L:�.:�L .\\'§\\\ L L L" ,�� ffis' ... " I ','.­�,ffi L��,,. :Lj z ... I L" 1 :.�::: , It 0 .1 'I', ::..: L L' .. .. � . 1.I..:::.�'.L - I.... W. , .:.. � \:L ,:::: I I CNI 'L � L' L' 'L . .. I L .. L L 'L I . .. L.L. .. M I .. . .. " , .. , . .. , . . � � � NOTES: :. I ' ll ... - 0. .... ... :1 , " 1, ... r L . � .... 11 .. .. �11 I . . I 11 I I , , , , , L' ,= � L' .. I L' SaE S U M MAJRY.. .L. L L L L 1. CURRENT ZONING CLASSIFICATION- RUT; THE PROPOSED ZONING IS R-2 LOW ,� � -"- DENSITY RESIDENTIAL AFTER ANNEXATION. . .. - 0 TOTAL ACREAGE = 2.88 AC IL I �� 11 L "I ,:::. % , ,%. '�l .: ' �­ t 9 L 2. SANITARY SEWER SYSTEM WILL INTERCONNECT WITH THE CITY SEWER SYSTEM ON N. L' 1, � i: I . ���!��l....,:...,..­'­",L, L ­ffi'.\ " .. ,1.111,111. % ,', CD.. ,\' _S \�SOON<: `� :s ,-" 0" \ ,"�L� \\\\\01>Wp\\'l\\\ C) ., \ 10 \\ \ �l ��,.� ,,\\\\\\\\ t.0 V_ - r I `�\\, , i ,�.� CHOPIN AVE. BUILDABLE LOTS = 6 ��L I '�� �q ��� I 1*��' 11" *-4- , L �', gs, I �\\ w 1 ,4".a 1p, 50.0' PUBLIC RIGHT OF WAY LLL .\\,\\\\\::X\, I , .. w ri L�\ i I \\\\\\ � '§ I , § ,*: L p'�......X. 1011 ON, g 44 M. . ips , , L L ,, �110 \\\\\\\\\\\\\\\ , GROSS DENSITY = 2.08 DU/AC L �\ 10� LL LL:­_­L­ - CD 6.0' .L L"\� L. Z us , 3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER MAIN IN N. CHOPIN AVE. NET DENSITY = 2.49 DU/AC - 6.0,_ 1 - TO BE DEDICATED I 14 0 ­ N a -3 N 9 $- LU 4-00- � . I- li 'L T_ 2 0 T I N"\\ L ,\ W 11 _V"%,i., _19�114k_ . �i ,\� 10 of 4. IRRIGATION WATER WILL BE SUPPLIED BY SETTLERS IRRIGATION AND DISTRIBUTED VIA RIGHT OF WAY AREA = 20,577 SQFT. L L L'. � ,\ , � LLL, \,L L, ip -WELL PUMP STATION. I L' .. li I .1 . LL . _\ \ , � \ \ ft §, �\ ,\ \\ \\ \\\ \\ . \\\\\\\\\ - A PRIVATE WET CURRENT ZONING = RUT 36.0' (BACK TO BACK) 8.0, 4.0' .L L LL" .. L L . .LL � r,f E 8 4.O' , _ 8.0 _ - - I - - __ 21 L - - - - - 8 0 5. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 1 0 FOOT UTILITY - PROPOSED ZONING = R-2 -,-C - 18.0' 18.0' 51 72 cd EASEMENT IN THE REAR, A 10 FOOT UTILITY EASEMENT IN THE FRONT AND A 12' - VICINrr-Y MAP - - r.V - I UTILITY EASEMENT ON THE BOUNDARY. I I!-J., 4, ca fl SCALE: 1"=500' - CD E I s 21 .?, 3 , - i I � " �. c 6. ALL BUILDABLE LOTS ARE SUBJECT TO SETBACK REQUIREMENTS PER THE CITY OF U3 (L 0- 00 0 0;j R's MERIDIAN CODE. I I� �9 M 1.75%1 . 2.00% 2.00% 1.75%1 0 7. THERE ARE NO TRAFFIC IMPACT STUDIES REQUIRED BY ADA COUNTY HIGHWAY - � C4 DISTRICT. M 1%. a ,_ ROLLED CURB Z, �_ 8. THIS PROJECT IS IN A ZONE X (MINIMAL FLOOD HAZARD) PER FIRM PANEL 2Y2" HOT PLANT MIX ASPHALT AND GUTTER LINMPES: SYMBOLS: 0 N 14" PIT RUN I � z a 'r, 16001CO161J EFFECTIVE 06/19/2020. 4" Y4" CRUSHED I I 111.I'll I'll I—111.I'll 1111,__',___­I'll l­I—- � � Z � � EXISTING SANITARY SEWER MANHOLE a --,""I'll"......____­­,I'll I—"I I—l­I'll­� � 1`�­,\ � I z EXISTING CURB & GUTTER I I z I I AGGREGATE BASE ____.............�-----------"--"-,----------- � �\\,�-lll z 0 "I-�\1111-11111-1---,--",'ll,�,�'ll""I'll�Ill'-"""""-,--'I--- ------------1 9. MINIMUM HOME SIZE IS 2,000 SQUARE FEET. % ".............................................................................................................................­­ _`� � T11 � I I � *lc � � I � � � INSTALL SANITARY SEWER MANHOLE 0 TYPICAL STREET SECTION � \,�/ � �_ �, --,""I'll"...........�...I-___l__l__l­­------------------------------------------­­­­_----------. ........................lllll­�"I'l""I'll""I'll'll""I'�1-1-11�-1-11--�'ll""I'll""I'll",,Ill'-""Ill'-,�-�ll,",-"I 0) 0 z ­ z _NTS- � z � i: r�: � � EXISTING GRAVITY IRRIGA11ON S � "', 1­1­1111­­.........___ \ -------------------- EXISTING SANITARY SEVER 1\1,\,�) z < , z � 0) F%. � � � I'll-111,11-11,11-11,Ill""I"",--"--,-,...........�.........................-,,,-,,----,--,--............ .....�...­­..........----------------------------........................................................................_,__,_,­ M , � � T_ � .j o 1 (*-f--) z E � INSTALL SANITARY SEWER MAIN � INSTALL GRAVITY IRRIGA11ON 0 3 � �� � -S � � z N , ­­­­­­-----------_-1-11111111111.........k­_­_,­__,­_­,__­-­-------­­­...........................�..............�........__.................................___.........____...__................................... 0. z M � 'L :. � . � 0 � INSTALL SEWER SERVICE .1. 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I I I I H 161 0 ..................I...............................I...............l­­-­­­­..........�.....................11111-1111111.­....____ � ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT 1 BEGIN VERTICAL � END VERTICAL SCALE: Sheet Number: �l BVCS � EVCS�z .5 TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT I CURVE STATION �� CURVE STATION ___........ , #I I 11 � 1-1--­111-1111...... ­,'­­-­­z,"�--�-�'ll-Ill""I'l��,�l----,---,- 1 =40' 1 5 OF LEAVITT & ASSOCIATES ENGINEERS, INC. � BEGIN VERTICAL � END VERTICAL � I I BVCE � EVCEz, - tl: I . z� CURVE ELEVATION � CU U66Q=_ _____ �_ - ___ - -_�____-