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mem c zmD D OD vm ri Dn_ gym- mri D0 n nr 0 m �� r� �m -i r Nm 0� m m m0 m m D vNi n Dir n-� zr m O 7\ m -i m z m �z O - y nr S� Or mn m cn �y m0 m� m m D pzoo CWO rNm n -i �m O cn " Z �� n= �DG� �(n D 0 c m ppm m m cn mC m W <D mr m 0y DO p m `�0m m�0 D0 O= �0 Dm cn r0 Om co mp pmn mZ Dm mem mZ I mD rZ z m �� ii0 i -D mr- 0:< �. y m_mp OZm 0�y 00 om nm � m % zm on m= m Dn 000 z Z� Doy �0 ymir NGS n o �� m� m n,•, -i r m m N mmm WDD z n =m D m m �_ pm m mD n m(A D W n- mmC (n m D m0 D r C D m2� 0pZ ON m x nU 00 p �� —m OO O�� m� r=m C0 Q)0 (n oo Dr nz C z nz 0 Z 0n Spn �m< -i z n G7 _m m -i m 0� mcn O mz � CC D (n0 on Z m0 00 Z n 0 n0 �Wm mn �D m D O C Cp D zZ m D m mp mDz m0 mn n N N m m 0C (n m 0 pZ p p c S cn m m m cn cn m m m O cn m 0m n mm 0 m m m rm Om m (n0 m N �z 0-I D -i �m00 mn m =n cn z �m k� m om n�� nz0 D -i mm m m -r (n n m 0 2� m� ZS rJ Nm O -i D N �p DO n O = ODczn D� >cmn m O m �_ z 0f= mD Z �m 0 m m �0 ��K om Dm2 (nm Oco 0 No zO �� O On o� OZ < D of �nS -Inm g -i m 0 � Z 0 D �W 0 S� m r m mS� _� rmD 0 Oz = N0 pT> � D m wp 0Nm ;U -ix Dp O n O m � pm �� -i mm n D p Oma 0-D1G) m0 cmm mm c D z= zQ m cm mZ c m D U). �0m nm� ZfmTl UJ- m A = Z� S Zp p f(l — mD z�� m-zi0 p� =Z ID <� �� v vri SD ZNO =i O �D - C7 m C) -1 m p Z 0 c m D (nom D mp Dn mC Dm m DZ O C - 0=Z ym ZZ O r -TiOD m zD Uj,, C �m SSD 'T'm O� mC N ZC m O0 Z> Z O r� �n z>� om o0 G) D m r mm m0 m cn z m m= 0� " �� 0 (m/)C) �� m O mn m O m O ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT SCALE DATE REVISION S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 y�ao RF �Fs� SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY FINAL2.DWG INDEX SHEE T AM QD 00 J m CP � CA N Irl C� N z 0 N F- FT1 B M J O O O- Z G� = D D D O O O O O O- 0 rn C/)z 0�� — o C/) 0 U) 0 cn 0 cn 0 Cf)x 0 FT] 0 z fTl C/) C C —� C N C C C D U, =� m �c--1 0 0 ==J =_=r� rT mz C� D D��_U N ;�u 0 0 m cf) 0 ) D N CN � C/) C/) C/) F- C/)C 0 0 fT1 Co O --I Cn � 70 � 70 z � x �7 D 0 C7 n O` O D z cn Fq z C/)0 0 0 z rT1 K z n — -j 70 II T1 o�=-0 zo F- F-�zzC/) D � cn O F —1 �:u C � z x F _I N 0 D � 0 z 0 z z D z D z Fo N nom MON) m P m K N mN GnN mnN DN cnn� m� � � D� Oma (n �� m�� m�� D� n� m�l� pmc0 Z00 (n�i nM mCn D P OW ON DO(n� G7 i rn0rn cn=cn D`'D z � zW DCN mpg (no =O� x2 S oo cn� n0. -<DW m22� OyW m j O- m o ��' O' C' O' x' �' D' ��' c)Tim m nn—' 0 r r m m z ' cn Z' ter' < C <�' pZ' (n' DZ mm ncn Z' mem' mm �' Z O m- < -Zi W D Z-nr m D ��n OD z z -i m<D Ccnn pD ren m � 0� ccn0 m m� D n nD z� mmo o n n n n n mnn DZr n� Zr G7 0 � m mm tncr m�z � m�0 �m z0 m Dm moron �m w -< �Dm mo mr �c�i�m �mD �m �0 00 o po mo Dmz =fir D 0(n �O �� R n mn pmD 0n-1 mp < n rn 0m� Own Zm� ��n Z� rnn 0z�z �� rm mm �m mDm OD0 r m� D G� = O m0 Zm� 0 D m- D - o _ z 000 n mW m O n n pn Mn n inn Dp O -i ri Om �' -� ( 0D �D O O mmp p0 O D �- O m" O � m� O o o z z cnmm D i i c m M -i T, -q DGS mm �_� 0 � � ZOO m Z� �m� �yZ - n zzpp ONcn Z CSO �8 zo CD �� Wr*i� oz� mm mm S N m mmm 0m0 m O m m zm pcnz m -4m no O- �m r m G p DD n NO0 z (n �m nm pm nm zm mNm cnm m XOcn z �� z n �n Ori ��m 0C� D=m m D D 00 \mD z�0 pmD �m m N0 _ (n zcn cmncn Ocn �cn ncn �oO7cn ZDc cn m« 0 O� m D G7 r� SD - n r n �n OZ n n 0mp mn n �O = O m mmcn 0 U) m - cn n< �m(n r � 0 S0 m D _� �' D m r� m cnD mD z= ZD D p�D �O m mcn mm m(n m S �2 S ZS S S m�S ��- D z0� mS 0 D m C� m m DrD-S mm I m m� Dmm �m mr�� m 0� O O mm� OD �m Cz m n� D m� DOr 0m m mD m mD mD �m m p� mz Z -ir pr r mr zr 0mI- ODz m (nr 0K m 0 m cn r- c/) 0D< 0Dr cn -�Cr m m cn mcn SON cn z* =iN0 m .0 = m D p C �p Cl() cpm = D �- _m mr m S S m�D Zz DS �\ pS m0 m= N� OSS 0cn C_ �D �mr D m m m C0 �m -i cn n (j)00 ao 00 n O p cn D �D 0m< �0m N� n�o cn m m �D mm= cn� mo= . zp m �� z a m �m mm m �D cm �nm �DZp m� �m �� m m m D r zr C7r� ZSO cnr n O S 0 p nr nim Cir '0Z 0r mz � m (nm0 m� p0 � � �D �Orp Dom m ��m 0 �p D N r n cnn DZ ��< SS Onp r C �z OZ�n C)n 57DD ma0 n(� mW �m O ,mn aDp 0 D om (nG mDD - �0� =p mZ < O O m0 �!�= N� �m �—z r z m mcn cnz0 O m� cnm r �v mm <m m z zD 2�m �om O Dm rZ �m z m 0 O n0 z D DO Zr m D ao o �D m �� m�c m m =m m = �N rD cn D z mm� ncnm p�� pmm G)—zi D m D Ci0 000r 0�r O ODm m D Zr C=m �0 Z CO Zm m �� ED m nC Or r 0 n D D D ZSC Zm DN m Z p z �z cnz Dr On rz z � cn r- C-) mz �Dr pcn p = �n mz mm n O r \ D�� Wnr (nD D D D dao nr Z� mpD r 0 O D -4 my c/) C) O m cn Dmp mm n O< rZ O D �pD m-� z cn cn C o m z cn m m � m n rcn —i —i - mm O z �m r m\ Z -lo D z m m = p zzr � 0�S mn �S O r m m D <�m Sp �cnr D O y �0 zmm cnm Ozm z0) m m -i0 OD n m (n = < m2D 00 D r ri m nz mmn m z� z m Z m -< Tiny Sao m m cn0 cm m �� m D m 0 �0D M. r -zi m Z 0 m� OU mocmi) z NCO m m r� cDi�ZN �r DSS Om 0G O D mm m Dp D� m m m 000LD >-n 0 om D 0 r �= mD mcncn my m 0 0 D D =D Kr ZD 0 m Z� m= z mD Z Z cm om z _ ao 0D 0W c r m D 0 -z o -<z =m n 0D o 0 me - m � DmS ZTIm Cn gm m W 0 z cnr p -m Om m� D Z r -I mr 00 m0 Z -i O m m (n n O�Z mxm m �-i D- z`. -ice =m Cz� � Om Z (n r DD mfr *< m m mm G) pm �m Gym D m m mm� pW pZZ O� �m 0 m m Om �0 �mm 0 ppn 0 m m rz m y m = (n m p- ZD m z0 n0 O Dr i:74 S (nZ O D -I� NCz (n mm(n z n—i 0 m m 0 rD mom— �� C m DD mmZ =� ADD Dcn y D mZ n� m mw 0 i z - mem c zmD D OD vm ri Dn_ gym- mri D0 n nr 0 m �� r� �m -i r Nm 0� m m m0 m m D vNi n Dir n-� zr m O 7\ m -i m z m �z O - y nr S� Or mn m cn �y m0 m� m m D pzoo CWO rNm n -i �m O cn " Z �� n= �DG� �(n D 0 c m ppm m m cn mC m W <D mr m 0y DO p m `�0m m�0 D0 O= �0 Dm cn r0 Om co mp pmn mZ Dm mem mZ I mD rZ z m �� ii0 i -D mr- 0:< �. y m_mp OZm 0�y 00 om nm � m % zm on m= m Dn 000 z Z� Doy �0 ymir NGS n o �� m� m n,•, -i r m m N mmm WDD z n =m D m m �_ pm m mD n m(A D W n- mmC (n m D m0 D r C D m2� 0pZ ON m x nU 00 p �� —m OO O�� m� r=m C0 Q)0 (n oo Dr nz C z nz 0 Z 0n Spn �m< -i z n G7 _m m -i m 0� mcn O mz � CC D (n0 on Z m0 00 Z n 0 n0 �Wm mn �D m D O C Cp D zZ m D m mp mDz m0 mn n N N m m 0C (n m 0 pZ p p c S cn m m m cn cn m m m O cn m 0m n mm 0 m m m rm Om m (n0 m N �z 0-I D -i �m00 mn m =n cn z �m k� m om n�� nz0 D -i mm m m -r (n n m 0 2� m� ZS rJ Nm O -i D N �p DO n O = ODczn D� >cmn m O m �_ z 0f= mD Z �m 0 m m �0 ��K om Dm2 (nm Oco 0 No zO �� O On o� OZ < D of �nS -Inm g -i m 0 � Z 0 D �W 0 S� m r m mS� _� rmD 0 Oz = N0 pT> � D m wp 0Nm ;U -ix Dp O n O m � pm �� -i mm n D p Oma 0-D1G) m0 cmm mm c D z= zQ m cm mZ c m D U). �0m nm� ZfmTl UJ- m A = Z� S Zp p f(l — mD z�� m-zi0 p� =Z ID <� �� v vri SD ZNO =i O �D - C7 m C) -1 m p Z 0 c m D (nom D mp Dn mC Dm m DZ O C - 0=Z ym ZZ O r -TiOD m zD Uj,, C �m SSD 'T'm O� mC N ZC m O0 Z> Z O r� �n z>� om o0 G) D m r mm m0 m cn z m m= 0� " �� 0 (m/)C) �� m O mn m O m O ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT SCALE DATE REVISION S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 y�ao RF �Fs� SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY FINAL2.DWG INDEX SHEE T AM / \V/ / I I I I I 1 1 I I I Ifl I I I I ' I I \ \ � 1 1 1 U) Nm m ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT SCALE DATE REVISION S UMMERFIELD SUBDIVISION DI VISION NO.6 7-2018 y�ao RF �FsLp a SE 4 SECTION 26 TOWNSHIP 6 NORTH RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING DRAWN BY MADISON COUNTY, IDAHO �9 FI NAL2. 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STA: 10+25.91 End Road Construction PVI STA = 10+52.49 PVI ELEV = 4848.68 PVI STA = 11+55 PVI ELEV = 4848.27 PVI STA = 13+83.77 PVI ELEV = 4849.19 PVI STA = 15+17 PVI ELEV = 4848.65 00+0 I � / _ e / + an N I 00 Oo� :3= I 0 Z / I / v ZY I 1 C j I I I 1 oa 1 I I I -° 0 1 N 1 1 1 1 I 1 I CD I I 0o IS, I 0Q�0W I I ul i°I�r I I -°a r Qm I I moo°� I o I 0 0 p I ecu r'o � I V \ I QCL < c� 1 /o \ I I o ZF I /_ 1 I / o��moo. - 0 1 1 I I DOr \ I I 1 m \ y I 1 1 I \ I 1 1 co CDLA \ / 1 / / v p0 1 1 1 CO 1 co (j) 1 1 L� C7 m 1 1 � m 1 p0+ 1 rt (D � 2 1 n 00' cl 1 w <m U) 10'03Q 1 U)5' (D m 1 I i 0 (D I o N �m m p0+ 3 ' _ I 00 / \ LLn / 1 1 f) I w - Ip0 ' I / I Ico 00 C7 / - 0 -,Lon o / fl- II N I 0 I 00 / -a A -Tl / �-cip+ /\✓// / I 4 U I+ I I0 I o 0 + I ► cn I I 0 \ IO p --,/� o I o I I � � Cl) 00+ � I I = C7 OD -,Ix I I - o I I /\ (n ° 111 �f\ m 1 I I \_co I I I I I 00+% I. \\/ Fe Cn n. D I w � I Z 00 a X K D �_ Z G7 � D C m m > N m 0q 0 m ry CC) w D G7 m 0 x D z Ci m C Z7 z D 70 0M o Cf)- n � Ln I LW (/) OO 71 (mn 0 0 N \\ \ D N Cn Do \ m o \\ °D F) 0 _ m N D r 0 D Z C CD o 0 0 I� rrnn v1 �b GO (f) O r^ m m w b II V II O O Im N W >rn , D N � z m F� DD D z =Q = O < cn m �G CD CD (/) Q (DD m D O � r+ (1) D Q r+ r+ CD O -7 Q w (T O cn CD ::3' r+ O o CD CD Ln D 0 m O C O - Z o< C CO Q rte+ _ ya. Q `G (D 0- D D D D Q Q `t rt Ul O - (D O :., ..,:. `. I I m m . w 00 00 Ln D 0 m o< < �;+'t ya. V) D D `t m r � rn z m -0 m z C)Z m Z m (/)m z v m Dm r-0 -0 N0 m (gym X ;0 X mm X m X ox 0m x Cf) L< D� m m� X m 7) O -0 V) �� N N 1 O -1O 0 --' o -0 o -0 ::EO -U * O 1 O -4 V) C/) -P,-0 Mm _� M M �{ M v 0 cDi) 6 00 O z OZ D ocf) O O z z mm m D S zm D Z ..0 O ZD Cn z o (7 Cn = r D .24)7 p D D D N P m m m< 00 O n mZ O D Or O m r� Z (� M Z7 M Z7 N= m D< O m x Dn m r r O n m Z D M A r n <_ M D 3. CQ 0o D Oz = 07 m m m 'm m m I (n O U) C M W j M D m �7 r � 0En Om 00 m rZrl r N 0) m N r x m w C/)D Z D m _ Cn m 70 C7 f� m 70 PROJECT SCALE DATE ALLIANCE CONSULTING S UMMERFIELD SUBDIVISION DI VISION NO.6 7-2018 cz EN G N EERS, INC. 1 x W M SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 t1i150 EAST 200 NORTH SUITE P EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING 3 LOGAN, UTAH 84321 MADISON COUNTY IDAHO DRAWN BY (435) 755-5121 500 SOUTH CONSTRUCTION PLAN PG1 AM FINAL2.DWG REVISION + 1 4847.3 01 4848.07 N � 4849.6 O 0 4849.8 N U' 4849.0 ol 4849.0 M C.0 m �� m y STA: 23+75.07 Beain Road Co m X r. - m ALLIANCE CONSULTING 411--Vl ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 = 4847.4 -0 \\ <' (' / CD I 4848.65° D + 'o Z Qm \ 0 -)� O N 0 W C O Q I N O I O N� I OR0 LQO w '3.: Q O CO+4,00 cn -;, I o4 v c 0 I II O L-" 6 r9 O C: I I 4847.1 WzT Oil I (T Fu CD _ 4848.0 ° -. z I `� C o� C O o g 4848.27 1� :3g 0 X (D`�° I x a /1 4848.85 o I - m I CA O T' -0 I^\ 071 0 4846.9 0 II 0 o 0 D p m z Ico 00+�t� mm 4848.0 4848.47 G W D C 0 r- U) 0 T1 4849.05 �, m °, ;7m 0 Nm 0° O _ PVI STA = 13+83.77 STA: 10+25.91 4848.2 m PVI ELEV = 4849.19 0 m m aU End Road Construction Ci 4849.12 C O 113D= ;�uZD 4846.9 o rn PVI STA = 10+52.49 h a- 4848.67 U 0 o I PVI ELEV = 4848.68 �00�+� I � 4848.0 w � o 4848.92 I( FTl cm0n 0 U, 03 -4 I I + 4847.4 GJ ON O 4848.49 p a) J 0 C" 4848.1 o Fri I 0 ° I m I m m I I 4848.72 p o w PVI STA = 15+17 Cbl3. o PVI ELEV = 4848.65 4847.6r''�'Z a,cn PVI STA = 11+55 4848.29 rn -P8°- 4848.2 00 PVI ELEV = 4848.27 4848.98o 00 00 w w 00 ou o0 o fl w C4 z m x -0 NN-PU�OD�O z C)z m x z m x C/) -0z-0 m Dm r m �O)�I-P,N O m Cnm - ;7 m m cnoocn -I v p al 4848.3 o `D cn x D;;u ;;a m;v x 4847.7 + �n O -0 (n 4849.48 * +0 1 O-1 rn (n --' O m -0 O -0 ::EO r 4848.45 * Ui o Fn 0K: zz 1 I --1---j�-0 U) Cf) C/)z 0 053D my 00 cn� =z � my mo z m �0 m N � 4849.6 O 0 4849.8 N U' 4849.0 ol 4849.0 M C.0 m �� m y STA: 23+75.07 Beain Road Co m X r. - m ALLIANCE CONSULTING 411--Vl ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 = 4847.4 -0 \\ <' (' / CD I 4848.65° D + 'o Z Qm \ 0 -)� O N 0 W C O Q I N O I O N� I O I 1 w '3.: Q O CO+4,00 cn -;, I o4 v c 0 I II O L-" 6 r9 O C: I I x WzT Oil I (T Fu CD _ 4848.0 0D- Z ° 0D I `� C o� C O w n 1� :3g 0 X (D`�° o x I /1 4848.85 o < Q - z I Q O T' -0 I^\ 071 I < M II 0 o 0 D p m z Ico 00+�t� mm 4848.0 G W D C m U) f 4849.05 �, m °, ;7m 0 Nm O _ PVI STA = 13+83.77 4848.2 m PVI ELEV = 4849.19 0 m m aU Ci 4849.12 C O 113D= ;�uZD 70 o rn h a- C/) U 0 00 �00�+� I J 4848.0 w � o 4848.92 I( FTl cm0n 0 U, 03 -4 GJ ON O z a) J C" 4848.1 r + 4848.72 p o w PVI STA = 15+17 o PVI ELEV = 4848.65 rn 4848.2 00 4848.98o o a z m x -0 N 3 o co z C)z m x z m x C/) -0z-0 m Dm r m m cn 0 m Cnm - ;7 m m m p al 4848.3 o `D cn x D;;u ;;a m;v x m x + �n O -0 (n 4849.48 * o 1 O-1 rn (n --' O m -0 O -0 ::EO (n * Ui o Fn 0K: zz 1 I --1---j�-0 U) Cf) C/)z 4848.3 053D my 00 cn� =z � my mo z m �0 m z 0 m z 0 4849.98ID D� z O O O Oo 1m z 00 O N 0 M rn Oow(b� C m 0 r 0 r0 0 r0 C7 O D W��rn p m Cn c1) O 0 Z -P,o Z D Cn Z m o (7 rn Cs a) r D -� m � - + 4848.2 0 0D U) ' P ' m •0 m m< 4849.50 p 0 E m O z D 0� 0 0 M r Z o U) mi �] ri rlv D< 0 0 m �) D0 Cn � r .. �° 1 � \ 4848.1 'j° (D � r C p n m Op r- r- N z D m A 4848.91 1 c� ano z z 3 0� M w M ' PVI STA = 17+72.12 PVI ELEV = 4848.65 m \ m I �o C octan o> 00 4848.2 0° + r w m N 4848.76 0 p O II O o Mr N m D r N 01 x Ln 0 z C 4848.2 D 4848.96 m 2 = _ Cn (n r� (D . (D + 4848.2 m ::E ° m STI p 4849.16 p _ �u 0000000000(X100 C-1 CA -''C 9) 00 4848.3 rn�vrQ I 4849.36 0 ml0 O (D cn 0 * I 0 4848.5 a ° 0 - Q 4849.56 o h m N 5' (D 4848.8 PVI STA = 20+53.06 4849.76 PVI ELEV = 4849.77 0 N 4848.8 0 II 4849.58 0 0 � (D o � 4848.8 _ 4849.38 cn < o D co NPVI STA = 21 +87.29 N m- N + + 4848.8 0 �' PVI ELEV = 4849.23 4849.28 p �. 5' 3 o O 00000000� ww -"• 90�� 4848.7 a ocWi)�ro m o�. Q cl)' Fn Fn ;pU)rr x (D O x m N (D �r0 000N U'4849.1 � o C X 500 00 C4 En O C4 I 41� (n° I Cr 0 I 4849.5 0 I N � 4849.6 O 0 4849.8 N U' 4849.0 ol 4849.0 M C.0 m �� m y STA: 23+75.07 Beain Road Co m X r. - m ALLIANCE CONSULTING 411--Vl ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 to 0 I I I I I I IN = O -0 \\ <' I + / CD I r + 'o .. \ \ 0 -)� O \\\ I O z I O I 1 w 0 � � oo+ � cn v c 0 I II O L-" 6 I I WzT Oil I (T Fu CD - O I `� C o� C O w n 1� :3g 0-) _ I m I /1 m 0 111 o ��\ X z I Q O T' -0 I^\ 071 I < M cD 00 D p m z Ico 00+�t� mm G to 0 I I I I I I IN N C N 0 = O -0 <' cn Ul CD CD Q .. \ \\\ r m v' z O Q w (T O cn v c o0 00 O Q O (T Fu CD cD o� C O w n 0-) Q I z o N s X z Q O T' -0 071 < M cD D p m z mm G D C m U) f m �, m °, ;7m 0 Nm O _ CC) D D 0 m X D z Ci m C ;�uZD 70 O 07 O C/) U 0 I Cn C0� Cf) 0r FTl cm0n 0 O z N C N 0 0 _ m N D r c� z D z C .Z) O 0 0 O O v1 O �b Cn(f)O r D D m m U, O O IAV IAV b0-) CIO b y ~ M N ^� --j X y O O N D� 0 O z b O �1 O D D D Z =o = O -0 <' cn Ul CD CD Q .. \ \\\ r m v' CD O Q w (T O cn v c o0 00 O Q O (T Fu 0 _ m N D r c� z D z C .Z) O 0 0 O O v1 O �b Cn(f)O r D D m m U, O O IAV IAV b0-) CIO b y ~ M N ^� --j X y O O N D� 0 O z b O �1 O D D D Z =o = O <' cn m CD CD Q .. m r+ Cn Q r+ 0- CD O Q w (T O cn CD o0 00 O Q O (T CD cD o� C O - z n 1 Q o C2 z Q Q 071 cD 0 mm PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 7-2018 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 500 SOUTH CONSTRUCTION PLAN PG2 AM FINAL2.DWG REVISION m m • w 00 o0 00 (n 0 'U m n 1 o D mm U) f �, m °, m rn z m x -0 m x z C)z m x z m x C/) -0z-0 m Dm r m m cn 0 m Cnm - ;7 m m m p al 0 ;0 x cn x D;;u ;;a m;v x m x �n O -0 (n U5 * (n 1 O-1 O(n (n --' O m -0 O -0 ::EO (n * Ui o 1 O --1---j�-0 U) Cf) C/)z my 00 cn� =z � my mo z m �0 m z 0 m z 0 D -0 D� z O O O Oo 1m z 00 O N 0 M m 0 r r0 0 r0 C7 O D = p m Cn c1) O 0 Z r. Z D Cn Z m o (7 Cn = r D -� m � - 0 D D U) ' P ' m •0 m m< W O n z) O z D 0� 0 0 M r Z � U) mi �] ri rlv D< 0 0 m �) D0 Cn � 1 � \ r � r C p n m Op r- pz z D m A 1 c� ano z z 3 0� M -� -i M m m \ m I �o C octan o> 0° m r w m N r Mr N m D x Ln 0 z D m _ Cn N ::E m m 0 �u PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 7-2018 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 500 SOUTH CONSTRUCTION PLAN PG2 AM FINAL2.DWG REVISION ALLIANCE CONSULTING ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT S UMMERFIELD SUBDIVISION DIVISION NO.6 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO 500 SOUTH PRESSURE SEWER EXTENSION Cf) o Cf) CD nC) Cf) r!� m 0 0 IIV II �o 0 0 rr^^ v1 1 m N L � X D N Cf) v1 o W O C m ^^ rr v) 0 00< 00< 00<00< 00< 00 OD 00 00 J. o m n n N o ' m FT] z m m m z 0Z m z m c/) -u Z-0 m Dm r- --o (n-0 m cnm 0 x m x m m x m x 070 0;7 x cox D�u m;o x m co O co ::E � :�E cn :E cn 1 O -1 0 (f) � -HO *0 FJ3 ::E cn O m —d _p_ -U m= —1 C/)—1m = m-0 —i F9—i-U z O z D c/)m z co z 00 00 z =z � 0 O z �z m m -0 D� 0 1m m G7 �� D m rm G7 r0 0 S Z :o 0 0 Z —0 Z 0 Z C7 D 0 m c/1 (/) cn co D D - co m= m m< co 0 0 = DC m r � 0 m m ry = D< m D0 O m n (n m m D ZJ Zu 0 C7 c/) z m m r n C < m D r n 0 0 D 0 z D m m= CO m C) m m �. N mCA m mD O Cn 70 0 -u ZCO mm D N co � m cn D _ D Z U) D m n m SCALE DATE REVISION 5-2015 and p�oFF �C' z DRAWING DRAWN BY AM FINAL2.DWG O Uf Z rn N + O W � � Q < N 000 (<D m IL cn m 4850- II 2.0 N O O 00 + 't 00 O 00 II II II Q J N J W W > m > Original ground ro 0) � N •d - II II Cn W 0 R_' Finish grade 0.40% -0.4d% 5' min 22.5g bend 1 DI waterline 4840 N N O � (0 M W W - (0 c 0) 00 ap Ln t C6N O 00 N � ap N d• bend pp N 00 O It MH13 4'dia �55 LF 8" VC S=0.4% MH12 4'dia -,d-00 W STA: 0+04.98 5.00 L 't 0) 00 � STA;- 2+57,61 15.50 153 LF 8" 4835.99 Rim: 4-848.2 II CV 00 frim: _L 4848.34 PVC S=:0.4% II IE -in: 4838.78 II II II II IEin: 4837.62 Q W IE -out: 4838.63 N Oq W Q > J Q IE -put: 4837.47` U _O (n DATUM ELEV (n W N W N W (n W N W + 0 4835.00 > New FH a > > > > > as > > n > > °' New FH m m m S=0.4% ma m m Q� 00 z r- It (00 00N �� r-� �w 06 D 0.40% �00 � q- I'd- 1.5 (0 r") (D N (0 N 50 N r` N N V) 00 d• 00 Ian X00 r_�O N �;� m O r� r*� r� U� 4-00 Adjust waterline 14- r, X00 ADO ADO ADO ADO ADO DO S 00 't 00 't 00 't 00 't 00 't 00 't 00't IE -out: 4834.60 plug and cap storm line 0000 O(D O0) �� r)� NL0 r.00 0+00 1+00 2+00 3+00 00 N N O � (0 M W W - (0 c 0) 00 ap Ln t C6N O 00 N � ap N d• N - r,Co pp N 00 O It Co C '+ U + 00O 00 -,d-00 W + 00 't 0) 00 � MH24 5'dia ` II II 4835.99 II II CV 00 (0 II II II II II II II II II II Lo O Q W (� JQ W >> yl j Q W Q > J Q W Q > rn W O U _O (n W N (n W N W N W (n W N W + 0 a > New FH a > > > > > as > > n > > °' New FH m m m S=0.4% ma m m Q� D z r- It (00 00N �� r-� �w 06 D 0.40% �00 � q- I'd- 1.5 0.40 ��00 0.40% -0.40% 0.40% 50 011 11 1 1 30" lirriaation of e atell] MeM New 8x14> 8x14 cross w (4) valves 322 LF 8" PVC S=0.47.- LO =0.4 0 belnd (O r bend Plug and' cap MH1 4 is 1 4? >� 1 F__.8-�1AHi 1 diCr �� 50 Rim: 4848.05 PVC S=0.4% STA: 5+41.90 15.50 L IE -in: 4536.86 � Rim: 4847.91 STA: 8+61.33 9.35 -out: 4536.71 14-00 and block. IE -in: 4836.14 W -,a Rim: 48 8.27 MH24 5'dia ` IE -out: 4835.99 IE -in -N: 4835.45 CV 00 (0 00 d' (0 O O N N 00 X IE -in: 4836.15 - O IE -in -E: 4832.60 O and p ovide temp IE -out: 4836.00 � m IE -out -V/: 4832.45 137 LF 8" PVC m atell] MeM New 8x14> 8x14 cross w (4) valves 322 LF 8" PVC S=0.47.- LO =0.4 0 1.1116161 W LO (O r - Plug and' cap 000 00 �Co 00 -�I_Nt �� 7+00 2470 WEST STREET 1.1116161 W C: O U L c O U o 00 O +� O Q o, Original V) m -ground 4850 0.50% New 14x14x8 tee W/ (2) val es 4840 �e o existing stub MH14 4'dia STA: 1+13.02 4.97 L DATUM ELEV Rim: 4848.27 4835.00 IL-in IE-out: 4839.78 (D O r*� O co Co 6 M d�'Itioo 00 4- 0+00 1+00 00 ,}- 0O) O C6 N � II II W J N W > a- a_ 14' DI waterlin 250 LF 8" PVC 2+00 Finish grade -0.4 5' min New 14x14x8 tee w/ (3) valves New FH 0.40 90° bend MH13 4?dia STA: 3+3.02 5.00 L Rim: �38.78 IE-in: 4 -out: N N r` 0 0)4- (D 00 + 00 + 00 O t 0) It Ln - + 00 00 II II II II II II W ? H J U) W J N W W > > a > a i .r O� UJN �� - Plug and' cap 000 O)N O0 MH5 5'dia II II 0 Plug, cap; > � 00 00 STA: 8+61.33 9.35 L 14-00 and block. d� It W -,a Rim: 48 8.27 MH24 5'dia ` IE -in -N: 4835.45 C STA: 9+98.36 9.35 0-) N _ IE -in -S: 4834.70 Rim: 4848.25 00 X IE -in: 4836.15 - O IE -in -E: 4832.60 O and p ovide temp IE -out: 4836.00 � m IE -out -V/: 4832.45 137 LF 8" PVC m blow- ff S=0.4% D z r- It (00 00N �� r-� 06 D c �00 � q- I'd- ��0000 0000 7.00 ��00 00 �� r rn 9+00 10+00 iC7 m C: O U L c O U o 00 O +� O Q o, Original V) m -ground 4850 0.50% New 14x14x8 tee W/ (2) val es 4840 �e o existing stub MH14 4'dia STA: 1+13.02 4.97 L DATUM ELEV Rim: 4848.27 4835.00 IL-in IE-out: 4839.78 (D O r*� O co Co 6 M d�'Itioo 00 4- 0+00 1+00 00 ,}- 0O) O C6 N � II II W J N W > a- a_ 14' DI waterlin 250 LF 8" PVC 2+00 Finish grade -0.4 5' min New 14x14x8 tee w/ (3) valves New FH 0.40 90° bend MH13 4?dia STA: 3+3.02 5.00 L Rim: �38.78 IE-in: 4 -out: N N r` 0 0)4- (D 00 + 00 + 00 O t 0) It Ln - + 00 00 II II II II II II W ? H J U) W J N W W > > a > a i .r O� UJN �� _� 00� 000 O)N O0 o II II 0 > W O O 00 00 00 0000 cl 0000 �Y 14-00 't d' d� It Q 't d4' d- dam' 3+00 ALLIANCE CONSULTING 411 --vi ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 4+00 5+00 6+00 N c _ O � � U + 00 - O d 00 Ln o II II 0 > W O O V) w O New 8" tee W w/ (3) valves M o O o N m M D D m X D Z C7 m C Oz� 7,0 X000 OJ 0 07Cc) ;U I co no �:E O z i2 PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 2400 / 2470 WEST CONSTRUCTION PLAN AM FINAL2. DWG REVISION O p M o C Plug, -,ap, block Fu PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 2400 / 2470 WEST CONSTRUCTION PLAN AM FINAL2. DWG REVISION p Plug, -,ap, block O and p ovide temp blow- ff MH7 5'dia STA: 9+12.74 7.00 L_ _ Rim: 4849.44 Adjust waterline IE -in: 4834.75 140 LF 8" PVC =0.47. to go under IE -out: 4834.60 plug and cap storm line 0000 O(D O0) �� r)� NL0 r.00 �00 00 00d 00 00d 00 00 00 �00 00 0�0 d 0�0 00 �00 00 �00 It6 �� 7+00 7+00 8+00 9+00 10+00 11+00 2400 WEST STREET D D Q O :7 < W m Q i O _ r cep OD -91OO 00 rF U) Q :y.r:. :,': ...�,. CJS D U m m n � < D D N N rri r4_ h O Q O CS CD CD O x -0 X Z 0 z M z m (n v z 'o m D m r - -a-0 co -0 Mcn m --C)U) 0 -C) MM X m X 0� ox XC() D X � M ;:aX MX M cD r_+_(n Q � O 0 (n (n * -1 N � 1 O -j O -P, -0 m- (n Cn cn -40 rn m O :E O -D rn- (n * (n m O o CS - z O O (n z O D cn cncn D z cn O z O 00 00 z 0z 0 � O > (n O XO (n Cn Z Z02 m O O O� m m o 0 Z� 0 r O r O Q n > D ZM � 70 0 0� � Z0 N z-0 O O N r 0 > > 4, � -0 rn < O � Z D 0� m Z � (n � X 70 , DC7 � �� Z U1 m m r n r m D r 0 rn 0 0 D 0 Z D M i _ aJ M <_ 0 70 m M �. (n N m w m r i D 0�0� O of m M r N W m D W r ;;a> M U) Z N -0 m m > m C7 � PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 2400 / 2470 WEST CONSTRUCTION PLAN AM FINAL2. DWG REVISION " ' I PVI STA = 4+33.75 110 PVI ELEV = 4848.61 00 + 4847.3 ONJ m 0 4848.47 Ub 4847.1 < N I ;r.00<00< 00< 00< 00< :7 < I I D= M 4847.74 < rt -P,00+ 4, Q �oo�Oa Z 0< \(D X m O co �I C,W N rn _. W<X * o 0 Q' O � � � I I z � � CD a X O r+ O O G US �w = S 4848.27 m m � u) ) - z > z Cn g ��o Q 03.3D m N MC) o ID + 4847.1 M M N W D m 0 0 4847.94 Z a- 00- X A D z rt M, C CD O )ZD� CO M -P Oo+ to O � (n M o 3 ° p r �a0�-P- �Cn`2 Z C)Z m 4847.2 4847.4 cn= L- 4 o A Dm _ 4848.14 cnm M m 0 4848.07 X w -P, 0 0;0 X UnX D�u m;u X M iv D 1 O� -0 O cn o O m -a * O ::E O C/) C/) w cn STA: 5+15.05 cn m ;u0 m- �O m -0 �z D End Road Construction + 4847.4 � o0 o N Z Z 0 4848.34 0 3 0 0 3 m m 0 �0 r m 4847.3 O r070 D om ' 0 0 co au , 4847.87 z0 z� -iN �u 0a' �90 oI 0 II m m m< co DC cn C �. M m iv D< m DCS 0 cn C7 Z (n 4847.5 0 w ;u 0 'p (n C7 :L7 I r\ " ' I PVI STA = 4+33.75 110 PVI ELEV = 4848.61 00 + 4847.3 ONJ m 0 4848.47 Ub o I 4847.50 4847.3 4847.70 I a o w Ay o 0 N I ;r.00<00< 00< 00< 00< :7 < I I D= M O oc rt -P,00+ 4, Q �oo�Oa Z 0< \(D X � D O O co �I C,W N rn _. W<X * o 0 Q � <-x O � � � I I z � � CD 4847.8 X O r+ O O G US �w = S 4848.27 m m � u) ) - z > z Cn g ��o Q 03.3D m N MC) o ID Q M M N W D m 4 C) � Un m X A D z rt M, C CD O )ZD� CO M -P Oo+ )0CO ) 0 O � (n M p r �a0�-P- �Cn`2 Z C)Z m + 4847.4 cn= L- 4 m Dm r--uN-o m cnm M m 0 4848.07 X w -P, 0 0;0 X UnX D�u m;u X M iv 1 O� -0 O cn o O m -a * O ::E O C/) C/) w cn -P, rnv cn =z ;u0 m- �O m -0 �z D J W Z cn o N Z Z m DX G) 0 3 m m 0 �0 r m 4847.3 O r070 D om ' 0 0 Z� 4847.87 z0 z� -iN �u 0a' 0 II m m m< co DC m C �. M m iv D< m DCS 0 cn C7 Z (n DC7 �7 0 'p (n C7 :L7 I r\ r -Dj W r °qn 00 z cn r 0Z D = + 4847.1 C) w 00 I M M D -< M 0 4847.67 m \ r r o m 1 5 0 (A 0 c r�� 0X co m m Un D o _ Q N m W D < m M ;;0 a m' (DZT Z 4847.1 D 4847.47 _ m D o PVI STA = 1 +28.73 n ON PVI ELEV = 4847.39 + 4847.3 M o I 4847.50 4847.3 4847.70 I a o w Ay o 0 N I ;r.00<00< 00< 00< 00< :7 < I I D= M O oc rt -P,00+ 4, Q �oo�Oa Z 0000�COOQ' \(D X � D O O co �I C,W N 00 _. W<X * o 0 Q � <-x O � � � G� I -P N N A U, 0 M D r • •� 0 Ll ALLIANCE CONSULTING 411--Vl ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 4850 Tie to existing stab `^' 4840 L IVIIILL STA: 0+45.7 10 Rim: 4847.85 DATUM ELEV IE -exist: 4843.35 4835.00 O oci c6 It � Finish grade 0+00 1+00 2+00 2380 WEST STREET New FH MH23 4'dia STA: 1+99.07 10.60 L Rim: 4848.60 IE -out: 4843.96 D :3 D Z = 0 = O N I ;r.00<00< 00< 00< 00< :7 < cn M N N Q (D D CD X � D O _ c Q D r * r+ CD W O � � G� I z � CD N X O r+ O O G US �w m S n Z n ) - z > z Cn g ��o Q C m N MC) o ID Q M M N W D m 4 C) � Un m X A D z M, C CD O )ZD� CO M )0CO ) 0 O � (n M p r �Cn`2 -P N N A U, 0 M D r • •� 0 Ll ALLIANCE CONSULTING 411--Vl ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 4850 Tie to existing stab `^' 4840 L IVIIILL STA: 0+45.7 10 Rim: 4847.85 DATUM ELEV IE -exist: 4843.35 4835.00 O oci c6 It � Finish grade 0+00 1+00 2+00 2380 WEST STREET New FH MH23 4'dia STA: 1+99.07 10.60 L Rim: 4848.60 IE -out: 4843.96 D :3 D Z = 0 = O L-+: ;r.00<00< 00< 00< 00< :7 < cn M N c/) Q (D LO Q CD X � D O � c Q a * r+ CD z O � Q G� (T O Cn CD o N O r+ O o Q O US CD CD S n Z n 0 z O - z N CA -0 Cn g CD Q CT i N M o NM Q Q p m Ul CD O PROJECT SCALE S UMMERFIELD SUBDIVISION DI VISION NO.6 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 DATE 5-2015 EAST OF THE BO SE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 870 SOUTH / 2380 WEST CONSTRUCTION PLAN AM FINAL2.DWG c� O II �1 O y b CAD F- m c'j 0 O IAV IAVb 00 0 -i X >W O D 0) N z � c b o � o O b � o 0) 00<00< ;r.00<00< 00< 00< 00< �:.00< �.:.00< M 00< 00< 00< 00< 00< 00<00<OCX X � X OD w a z 0 z C� m G� 0 o N O o z n O O S n Z n } C n N M m g M D m i N M o DATE 5-2015 EAST OF THE BO SE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 870 SOUTH / 2380 WEST CONSTRUCTION PLAN AM FINAL2.DWG c� O II �1 O y b CAD F- m c'j 0 O IAV IAVb 00 0 -i X >W O D 0) N z � c b o � o O b � o 0) REVISION M m w OD w a cn to m I o n n } C }� ?! N o g O D m N N o NM m m Z C)Z m Z m cn= zn7 m Dm r--uN-o m cnm M m X m X 0;;0 0;0 X UnX D�u m;u X M 1 O� -0 O cn U5-1 O m -a * O ::E O C/) C/) W -P, rnv cn =z ;u0 m- �O m -0 �z D z Z 0000 Z Z m DX G) 0 0 m m 0 �0 r m Cm O r070 D om �CIO 0 0 Z� , 0 z0 z� -iN �u O 0 II m m m< co DC m r M m iv D< m DCS 0 cn C7 Z (n DC7 �7 0 'p (n C7 :L7 (n (n z r\ r -Dj r r °qn 00 z cn r 0Z D = W C) �• N M M D -< M m \ m r m � m 1 5 0 (A 0 c r�� 0X co m m Un D N m W D ;;0 Cn Z D _ m D n M M REVISION O 0 + 4848.0 0 4849.5. M X 4848.6 z 4849.51 00 A + 4848.0 0 4849.2E 4848.3 4849.01 + 4847.8 0 4848.7 4848.2 4849.24 4847.7 m cn I + r7 r7 � n r7 ro d U)O 3 a) K: 00 1.o 00 00 It It �. 00 �1- 'j_ + _ a) 00 + 00 00 v N II 0 �00(Ao W41 PDD O) 4849.52 114- -°'� 4848.0 Nrnro C/) W 04848.52 D °' r� N Cil 0 C n b) O WW O M M II v 4848.6 or 4849.72 � �m r A 4848.0 00 4848.77 (-) TX m 4848.0 + 02- D 0 4849.02 � + 00OD�+'o CA00-P, 4848.0 O . a k 4849.27 M + 4848.0 0 4849.5. M X 4848.6 z 4849.51 00 A + 4848.0 0 4849.2E 4848.3 4849.01 + 4847.8 0 4848.7 4848.2 4849.24 + 1 4848.5 1 1 0 4849.92 b 00 �y o W� o� C.0 OO M 0 M y z m 00 m _ �O 0,0 C 5. J! n Q I IPVI STA = 3+76.02 I PVI ELEV = 4849.64 STA: 2+67.21 Begin Road Construction C)1 1PVI STA = 2+02.73 PVI ELEV = 4848.77 I PVI STA = 1+34 PVI ELEV = 4849.38 (fl r7 N N r mm-�K r7 r7 � n r7 ro d U)O 3 D0) 00 cfl co 00 00 � r7 1.o 00 00 It It �. 00 �1- 00 00 -14-. + 00 a) 00 + 4848.5 � 000+� II 0 �00(Ao 4849.52 114- � J -t-t C/) W J00.P, D °' r� N Cil 0 C n b) 2325 WEST O M M 4848.6 00 4849.72 � r + 1 4848.5 1 1 0 4849.92 b 00 �y o W� o� C.0 OO M 0 M y z m 00 m _ �O 0,0 C 5. J! n Q I IPVI STA = 3+76.02 I PVI ELEV = 4849.64 STA: 2+67.21 Begin Road Construction C)1 1PVI STA = 2+02.73 PVI ELEV = 4848.77 I PVI STA = 1+34 PVI ELEV = 4849.38 0C,0 4850 0 Tie to existing stub IMH19 4'dia 4840 'STA: 0+90.43 10.07 R Rim: 4848.49 nnmrrai LITPU IE -out: 4844.31 4835.00 O 00 t 00 Existing FH to be relocated as shown (.0 rn + 000 II II Ld Relocated v~) w FH > > a_ a Original ground 308 LF8" PCV S= Finish grade 5' Imin MH18 4'dia .SIP_,:_ 3+98.91 9. Rim: 4849.21 IE -in: 4843.08 IE -out: 4842.98 00 LO r + t U-) 00 II Ld II (n J W 0_ > 0_ New 8" cross w/ (4) valves 0 water 324 LF 18" PCV S= .4% N O LOI� (fl r7 N N r 00 r7 r7 � n r7 ro d U)O I O � 00 cfl co 00 00 � r7 O qt 00 00 It It �. 00 �1- 00 00 -14-. + 00 a) 00 O d - 00 00 o) a) It qt It 00 d. It 00 I- II II W 00 �� 00 ��00 �0a00 114- � J -t-t C/) W D °' r� N Cil 0 O 2325 0C,0 4850 0 Tie to existing stub IMH19 4'dia 4840 'STA: 0+90.43 10.07 R Rim: 4848.49 nnmrrai LITPU IE -out: 4844.31 4835.00 O 00 t 00 Existing FH to be relocated as shown (.0 rn + 000 II II Ld Relocated v~) w FH > > a_ a Original ground 308 LF8" PCV S= Finish grade 5' Imin MH18 4'dia .SIP_,:_ 3+98.91 9. Rim: 4849.21 IE -in: 4843.08 IE -out: 4842.98 00 LO r + t U-) 00 II Ld II (n J W 0_ > 0_ New 8" cross w/ (4) valves 0 water 324 LF 18" PCV S= .4% N O LOI� (fl r7 N N r r7 r7 O r7 r7 � n r7 ro d U)O O O � O O O co U-)cfl cD I� N O ao O cfl co 00 00 � r7 O qt 00 00 It It �. 00 �1- 00 00 -14-. 00 Ict a) .14- 00 1- 1-� a) 00 O) 00 --t't O 00 00 00 o) a) It qt It 00 d. It 00 I- ca oa O O .14- qt �-t 00 �� 00 ��00 �0a00 114- �00 � -t't -t-t It -t d It It d --t 00 �� 00 �� 00� ALLIANCE CONSULTING A ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT SCALE DATE REVISION S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 860 SOUTH/ 2325 WEST CONSTRUCTION PLAN AM FINAL2.DWG 6+00 7+00 xist MH 17 TA: 7+23.24 9.27 R im: 4848.68 aise to 4849.46 IE -exist: 4841.68 IE -force main: 4842.00 0+00 1+00 2+00 3+00 4+00 II� II�^ti O 5+00 0O I<_ \ mN O ru � X CAD D °' r� N Cil 0 O 2325 WEST STREET M M Cli � O \/ e. D S r � "0 W I z � � N X O -0 m K V_ 1 > z ' C n, D f� l N M A O N D O 00 O N X ;10m D X Z M C )ZD M )000 )CO O M O of 0_ Cn >0 IN0� i N DQ D -0� O00<00<z D o < �< (D (1)m (u -:00< 00</ 00< m s' 0 c O rr I00< t� f cn f U1 oo g co w ao 1 d Q�.;.t'. h00< D v00< Mp < G (D ;. OCKx N o D m D V)\\ (D N 1 Fu ` 00< En M 00< (DO h 00(1 00<1 +• i 00<1 N MQ D p �.. • ' 00(1 ,n (p (D O D O - M -0 M z 0Z M Z M (n -U z-0 m Drn r--uW-0 M (nm -a0 a U X M X m m _X m X o� Ox X cnX D� mm X MX 70 z (D Q N O -0 N N `� c/) 1 O -0 -jO U � O rn �O ::E F/5 O C � _ Z O z > C/) Cf) z � Z -p, 00 M-0 00 z =Z v D O m- �O z m -A �)Z -u m �l �< Q (D Q G7 M G7 _U D a7 O O G7 m m 0 O r m r m 0 r 0 Z O p D = Zm CIO M Cn D z� 0 Q + Oz O -ri > r 0 _ D N _ M M M< OJ 0 0 X � O = > oC Cl) G� m � m M m m rn N o-0 cDnn rn cDn cn � m m � n r < m rD F- o� O zcn 00 D zz O- o D (T M 0 m n X -j m 3 N m-� (A �7 E o o > � co M Mr N M > D r D CJ) z _ m D ::E ;u (� M ALLIANCE CONSULTING A ENG VEERS, NC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT SCALE DATE REVISION S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 860 SOUTH/ 2325 WEST CONSTRUCTION PLAN AM FINAL2.DWG 6+00 7+00 xist MH 17 TA: 7+23.24 9.27 R im: 4848.68 aise to 4849.46 IE -exist: 4841.68 IE -force main: 4842.00 II� II�^ti O 0O I<_ \ mN O � X CAD D °' r� N Cil 0 O TJ M M y � O I I \\ I I I I\/ 1 / ✓/ I I ( I I / I I I� \J I I I IVI � rnW� ocn Wv " ON z (A (0 coo cn C), I� -- - - D (D Oho Oho U' _ 1 ADS SD S Scl c O v coil 01 aa) Spd �— / a 0 N 3 _ _ I -- I I I �- / con —� \ I 5^ a \ I � .0 nCD 6� I1 // / Nr \ I0 1 0 3J �� m n' �� . w / on \ o o ( cp�) 01 0OD / � 00vN /— CTI ` w cn ON \ _ I c � `' Q \ lopCC) I \ \ o� I I \ 00 0 / -0 / O 3 / x m D I \ N \ 3 I 0 Lnl \ d \ oN \ I I m 3 re/ JII l III 1 I I I oN I I I _ CO 41X cn o m3 / m 041 41 rt n -n0 00 00 00005 /D -pl (a P,�4141 .. -� 00 C4 9�0 o�oma-,00�n ��o� 00008�°°W `p0oo N\/axUo i3 p0 o / a, cobD O ri 3 — 0 Ccy)o / cn cy �- /II I Eggs SDl \00 OD // / / ✓/ // �II rNJ ��N /m4��4B4��4 I I\ \I 1 I oI ' II JI II 1 �I 9Oss° �3 0 Nr cn 0Ooo 0 ovXOI /I 001 — 00 00 W cn cn P m3 C cn o 0000 410� 00 SaOD00o / i �� Do { 12 ADS 12 ADS SD I o y: Tl - — -00 II w " 1 4548. / 20.5tg-v a / 66'L -V2 -V :wid _ - :... 4444.: \ I / N \ % / D 0 — • cn -9 SII \ / D O m Z7 W0 I I O / m T o o 00 J v7� -3 3 * c w L\ o ao � n 00 n cu 101 1 W \ �N NV WOD O \ I\ ONp� Z \ OO (n Cr u! \ D I 1 3 �J0 ao I \/ m3 C70 c41 41 DN 400 N o � I I ^ II I 4141w cn m Wo oco 0o cn J P' -P, o(A 01 mmum- - I \ / / I I X00 c„N JN 00 41X00 wcn a o L m /—� m3 / o ---\ w�� / Dw \ 00 co / 1 \ 0 (0 — Existing pond \ \ 1 — — — — U) � D \\ oo \ \> O N j yCJ N I I TI � > \ \ \, 3 N o 0 \ Dnp m3 D \ \ \ (nil \ \ o NCn m3 0 0 \ \ \ 000 \ 4 (n ��p�pp�pCA �0 \ cf, \ o �! 00 00 1 o N � � o _ u �, z m3 m3 �� SND U1 Q0 O cn 00 M 01010 CD dN��c'' c�i�� a�oo�oc'' ornao �rnao �N I �� o �� I / I \ Ln 0 0 II T1 o K) I \ \ O N ED O aJ I /Ln I I � / / I / �1 O 00 00 O O cyla 00 c J cw -13 cl V 4t54t5.1 ' 4848.8 4848.1 4845.8 4848.2 b O 00 00 0 4848.0 c 0 0 O O W (n < (n 4 � cn 3 n 0 w cn N cn 0 4847.9 0 4849.0 4848.0 4847.0 4848.1 4847.0 4848.1 4847.0 4848.0 4847.0 4848.0 w N 0 O ALLIANCE CONSULTING = ENGINEERS, INC. m 0 m 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 11-9 I - co cll O O ;u C-1 !�3.0 m- 00 m cnu, / m D D D " SII I 000 n °4D 0 I n W D cn cnCD �00 A W N •'3 0 00 OD � 00 of a 0 I W .. 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