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PZ - Public Utility Plan E 0 O U Lfl - z � (>3 N � > (9 ?� c') O O SCALE o 60 0 30 60 120 Z L1 N S89'22'30"E 2650.06' - - - - - - - - FEET ) o 00 C 1/4 SECTION 29 FOUND 5/8" REBAR CAP "S&E LS 3627" 1 INCH - 60 FT. m 0 O CPF 2015-014106 NEEDS UPDATED - CORNER ESTABLISHED BY E 1/4 CORNER SECTION 29 - co 2 N RECORD OF SURVEY 2713, INSTR. # 94000018, JANUARY 3, 1994 FOUND 2" ALUMINUM CAP STAMPED "LS 3627" INSTR. # 2020-020780 1 � I II II I I I II II I I II II AL FNci I � 1 II II I 6 I (I SSMH - D4 ' I �II I I �'��. LZ• �O 4 RIM ELEV = 25254��) 03 /1 \ SSMH - E1 III �y T F 0 F ��P III INV OUT 25 / U RIM ELEV = .06 (S1 II T / UIN-PLATTED INV OUT 2515.06 (S) I I III JAMES M. CONNELLYS89°22'23"E 1299.09'20.00' -100.50'- 37.00' 36.00' I R -36.00'- R F 36.00' 36.00' 36.00'R 36.00' I R-36.00' I R 36.00' 36.00' 36.00' R 36.00'-I R 36.00' F 36.00' 36.00' S1.58' R ,�, 7SF I _s I // /o / 75.00' / / II/ 5,052 SF " IIIIIIIIII / IIPROPERTY BOUNDARY _ � �I^ � 0 � 0 I� 0 I a 0 Iv 0 I� 0 Ia 0 I 0 Io O Io O I' O Io O Io O Io O Io O oil " 1 2 3 4 5 6 7 8 9 d 10 d 11 12 d 13 14 15 16 IIIII IIII r / I I I RIGHT OF WAY LINE 10 o I I 522 SF 13,617 SIF 13,617 SIF 13,617 SIF 13,618 SF 13,618 SF 13,618 SIF 13618 SF 13,618 SF 13,618 SF 13,PJ8-SF 13,618 SF 13,618 SF 13,618 SF 13,618 SF I 4,932 SF I l 55 SF00 3,618 SF c I l II / I II II EXISTING ROAD CENTERLINE ,00.50' cD �'� / Fl - -� IIIIIIIII i I I IIIII ry_ I o - - 163.00' IIIIIIIII / 0,5`1-� \ IIIIIEo I O7 EXISTING LOT NUMBER o O o 16.43' 36.00' 36.00_ -36.00' 36.00'- 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36_00' 36.00' _36.00' 36.00' 30.04' I 88.00' IIIIIIIII //// ' IIIII I EXISTING LOT LINE 3,618 SIF $"w s"w W. TERRAIN ST. $"w 8"w 8"w s w o O Q s IIIIIIIII // IIII I I I 100.50' l "Ss 8"SS 8"SS GJ�•o 8"SS �" IIIIIIIII // I / IIIII EXISTING SEWER LINE W/ MANHOLE �`L 8"SS 8"SS 2 5,755 SF SSMH - D2- - - /' - - - SSMH - D1 4,84o SF -_252s, I ICI I ITD ROAD IRESER CATION / i illl EXISTING WATER MAIN W/ GATE VALVE O o SSMH - D3 _ I ( \ 1 "' 3,618 SFI 00 RIM ELEV = 2525.47-10.010.00' S5.ao' S5.ao' _ 17.17' 55.00'-�10.010.00' 55.00' 55.00' 10.010.00' EXISTING PIRR W SERVICE Y I I I 6 - - INV WT 2517.16 RIM ELEV = 2526.03 I aa.00' 75.00' / IIII IIII (� INV OUT 2515.82 (E) / INV OUT 2514.4s (S) I I �E I 4.15 A C R E �` IIIII i / N 1oo.so' L INV IN 2517.26 (N) / INV IN 2515.92 (MQ i/ INV IN 2514.56 (N� o // 1 1 II / /� I I i i o�¢c EXISTING STREETLIGHT I I O6 0 INV IN 2517.26 (S) I. 11 I• l 1 I I INV IN 2514.56 (N) $ \ w W IM 3,618 SF U 0 /0 �_�- of of I to U ui s IIIIIIIII S �g o 9 0 0 12 0 13 0 o b 4,840 SF / I IIII EP EDGE OF PROPOSED PAVEMENT, " � I I / 5,755 SF `° IIIII IIIII w 4,840 SF I I l 4,840 SF 1 /4,840 SF I I 4,840 SF I l 4,840 SIF I I I 4,840 SF I 4,840 SF I 1 I 4,840 SF I IIIII IIII I IIII ROAD CENTERLINE w L�CL( 6 ioo.so A i- / - 88.00_ III Q o 1 M OI l o o 0 o I I g - - - - -l IIIII IIII I IIII A ROAD RIGHT OF WAY 0 0 �, o - ,63.00' IIIIIIIII I I 3,618 212i1 - - 2i2iI 2il 2i2i1 - �i1I I I N 88.00' II INTERIOR LOT LINE zo m I Qi' 100.50' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' co so l IIIIIIIII I IIII [� ~ _ / o ® o � s IIIIIIIII I IIII E" I Q LOT NUMBER w o q s ^- �I _ I I I l 1 I I I I� 5,755 SF Y \ / 3,618 SF ,� O2 O3 O O O L - I g © o s 10 11 0 14 15 0 4,840 SF "' IIIII IIII III STANDARD STREETLIGHT 100.50' 0 5,755 SF I 5,755 SF I I l l 1 5,755 SF I 5,755 SF I 5,755 SF c I IIIII IIIII I I I g 5,755 SF 5,755 SF 5,755 SF 88.00' - 75.00' II I IIII W 1 Cd 0 Nl RIM - I I :I IRR - II�IUJ' I IIII q ss� CONSTRUCT SEWER W/ 48"0 MANHOLE CD 3, 46,SF � 00 A RIM ELEV = 2525.98 � \ U I I N N I ( ) �, 9 ACHD ROAD EASEMENT III � N J CD � - 4.20 _$,�' �I l INV OUT 2518.23 N ss.00' - - ss.00' - ss.00' ss.00' - ss.00' - s5.00' 65.00' cn I I w CONSTRUCT C-900 WATER MAIN g Y Y g 1 N 7s.00'- ti°' I - - 5,s3F, (TEMPORARY) III I� Q - - / SSMH - A7 SSMH - A3 0000 a I Z z l�z - - N RIM ELEV = 2526.20 RIM ELEV = 2527.24 - - U INSTALL FIRE HYDRANT o w 17 �, INV IN 2513.81 (N) N a w W. AMALFI$ST. $w $w m z z Y o w o 8°w INV OUT 2517.97 (s) BL OCf( 7 ,ti � $w s"w `° _< I J ? w w > o a Q W. AMALFI ST. Ioo - INV IN 251&07 (W) 54 2 SF / INV IN 2513.61 (S)o Q' ��6 / INV OUT 2513.51 (E)- 8"SS "SS s Ss � 8"SS 8"SS III o I of w � Q w a O m _ '� Z NOTES: U) o o C) Q g a w Q / 141.98' J I s S $"S� s5.00' - ss.00' - - ss.00' F - 65.0� I 65.00' - 65.00' - T s5.00' ss.ss' �96� I Q Q a 1) ALL SANITARY SEWER MAINS SHALL BE 8" UNLESS - - 74.00' l 0 I _ o -� m ^ OTHERWISE SHOWN. . I R -I. I I_ - - 5,66 SF n1� SSMH - A2 I I w ) » a4so' 32 31 28 27 0 0 ;� �I� - - i� = I L 2 ALL WATER MAINS SHALL BE 8 0 UNLESS OTHERWISE 0 24 1 / 20 1 19 4 INV IN 2511.50 (IIV� o m I I i 0 O I I 0 I � � 0 23 10i O 0 m aa.00' 75.00' IIIIIIIII RIM ELEV = 2527.31 III / J I o SSMH - AB 10 5,770 SF 5,755 SF 5,755 SF 5,755 SF / 5,754 SF ^ ` SHOWN. RIM ELEV = 2525.90 3,546 SF N I I I 5,755 SIF '1 I 5,753 SF I 5,853 SIF 0 0 o IIIII IIIII INV OUT 2511.40 (S) III � N 3) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE O 0 1 INV OUT 2518.78 (E)- - - - - IIIII IIII II I w AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE z 4,840 SF IIIII IIII II I I I " CITY OF MERIDIAN AND ACHD. J 100.50' 55.40' 55.00' 55.00' 55.00' ,55.00' 55.00' _ 55.00' 56.09' 5,755 SF Q I I l �$ 11 g v7 IRR I M-IRR I R o-IRR I IRR rn-IRR I R IZIR rn RR IRR p 1 1 I I I 1 I l r 11 I 1 I $ as.00_ I IIIIIIIII I IIII o f 4) SANITARY SEWER AND POTABLE WATER SERVICE Q Q 1u i I 3,618 SF "' I I I I I I I I I I I l0 16 - - - -� IIIIIIIII I IIII I co N I o I PROVIDED BY MERIDIAN CITY. a- 100.50' - - Hill 1111N I 5) PRESSURE IRRIGATION SERVICES ARE TO BE M 0 I l�� 29 - 2s o 0 25 o I o 22 I� 21 I 18 0 l i ae.00' \ IIIIIIIIII /I III N II PROVIDED AT EACH LOT. 12 g ao 33 30 0 0 0 o 0 0 o a o a 0o ao M _ _ 4 IIIIIIIII / IIII �, { I 6) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE 3,618 SF 4,898 SF I 4,842 SF l 4,842 SF I 4,842 SF od 4,840 SF I 4,840 SF I 4,840 SF 1 4,910 SF W o 5 8 O IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION l o ioo.so' ?9� " SSMH - A4 5�5yS\ I IlNI III - I WATER. SANITARY SEWER SERVICE PROVIDED BY MERIDIAN �9 I o 13 0 l RIM ELEV = 2527.79 I $ 5.39' 55.87'-1 0.00'I.00' 55.00' 55.00' 10.00'I.00' 55.00' 15.00' 55.00' 10.00'1.00' 55.00' 55.00' 10.00'1.00' 55.50' 8.13' INV IN 2514.54 75.00' I I ,252 _ / Y' J I III CITY. �I I I // 1SoF" 3,s1s SF "I - - - - - - - - - - - - ( - 1 ITD' Rd D RESER ATION N - - 8"w 8"w 8"w e s°w 8„w s w INV OUT 2514.44 (N) I l 6 IIIII IIII / III I � 0 I I r N 100.50' - W. DOUBLEROCK ST. INV IN 2514.54 (S) ` J I I II I Q o I I / 14 $ -- 8"SS s"Ss $"ss 8°s a°ss - 8"ss 8"ss - $ U o IIIII IIIII m M 00 SSMH - A6 _ _ _ _ _ IIIII IIIII _ _ I 4,840 SF o \ l 3,618 SF- - -� RIM ELEV = 2526.93-36.00' 36.00' 36.0°' 36.00' - SSMH _ A5 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 31.04' Z 1 I 10o.s0'� INV IN 2517.24 (S) RIM ELEV _ 252737 �9 aapo 5,755 SF IIIII IIII \�/ III u)l L 0 v \ g INV IN 2517.24 (N) - �� I $ IIIII IIII III `� /� I I l l 15 $ - o - - 1------ I ( CK 53,618 SF MV OUT 2515.80 ( // - I I INV WT 2517.14 (E) '-' - I� -r_ - - - � IIIII IIII SSMH - Al III I I SEWER J 1 I I o I- f- - of of h ol� I I I 1- I I I l l 88.00' l IIIII IIII RIM ELEV = 2527.96 CITY OF MERIDIAN $ O o / 1®-8- }� -g 12 0 13 $ 14 0 15 0 16 INV IN 2510.35 (N) III I ^ - - 100.50'- - o D o o o D o D o o I L.L N l o ® g IIIIIIIIII INV OUT 2510.25 (E) ssx 97 SF 13,618 S�13,618 S�13,618 S�13,618 SF'_13,618 S�13,618 SF'-13,618 SF�I`3,-&18-SF-13,618 SF�13,618 SF8I 3,618 SFd l 3,618 SF^13,618 SF'13,618 SFo I 4,986 SF M 1 co $ O " IIIIIIIII I1 I WATER J " _ °' °p " 5,755 SF o I I - 5;36as� - - - � - - - - -4,840 SF - - - - - - - - - - 2527 - _ - MERIDIAN _ _ _ IIIII IIII � IIII SSMH Ex 1 � � - - - - - - - - - - - - - - - - - - - 1 RIM EIIEV - 2513.46 - - 66.°°' IRRIGATION - o + I I - - - 75_00' ��UJ� �25�a, INV IN 2509.87 (YID ______ _ _ _ NAMPA-MERIDIAN IRRIGATION DISTRICT J �I J j� 20•DD' ,DO.50' 36.18' 36.00' 36.00' 36.00' 36.00' -36.00'_ 36.00' 36.00' 36.00' 36.00' 36.00'_ 36.00' 36.00' 36.00' 36.00' 51.50' v 198 pp mU I -- u N : a��z -- a-..vrr ----- w f X 30' CREASON `_� _ Ld I I LATERAL EASEMENT =====- ------ _ =---- -----===-- -_ O 0 1 SSMH - Cl - ���_� � _ Z z o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , IL� J O o 0 RIM ELEV = 2527.00 RIM ELEV --- 2527.23 \ 2j -\ ��� m c o 1 I INV OUT 2517.69 (N) UIN-PL A TIED INV OUT 2514.99 (N) I I ^' I� J - w oJAMES M. CONNELLY ' - I to I w / I.L. m I I Qv I II I O 0 110 Q = m �� I Z o z O �� I I I i1 I I � O 1-11 how � (D SE CORNER SECTION 29 J 0_ E 3.5" BRASS CAP STAMPED "J-U-B r N = ENGINEERS INC. FEB 2005 PLS 8575" �/ w J O INSTR# 2019-017185 I..L >>_ J w m I..V > 0 O N � w O � N N N SHEET NUMBER N / w = UT01 QQ oa_ uu