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SITE PLAN Rev (2) - 18-00529 - Summerfield Ph6 08.22.19 .pdf file
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D ocn �0 �� ��z n �n p�D Ong rn0 < n rn om� O�n z�� Lin z� rn0 zOz �M M �� mDm ODO = m 0� mD D G7 = 0 m0 zm� G��D o� m�D D O o0 imp p0 n0p m- O �D O mM� m�rnl O On on pn �n On inn DMZ z cn�m D Om c- m? �Z T�O� y<-Oi �m �_� z O z Z Z�� Z zZ ��� ��Z - n z �z o2� Z z� �� z -i C -i C -i Fn -01 zz� 0 _ -< � � O- m �� D� � n Z W cn CO O O O �O CO O o vM �� vM 2 N � � m-9 orn0 m O M Z� 0L/) � �M C)o M m� 00 �_ D ��rn D DD r r rn�� o< D�� K D D 0 \0D D -Di nmD 0�7 m WOOO Z 0 �� n� 0M --j ;a Z� mN� cnC � ��� oZ O� r� OmD �n(n C�< rf=*1(n m S .-CO)OD n m� om0 k -'moo �- m - TKO S MZ V) (n (n Zov)= o(n Oc/) COM(n zD� �2 �-' O D M M � C� m M Dr= mm - 2 m M mM Dmm 2; �mm moi -*M DM Crm-D rn0Z O cnD mD czi)D D pD p�D 0�O -0 m m cn Un MmM OD �m C z m -I O� r D �� DOr 0 rn MD m mD mD �� m CD mZ z -ir pr r Mr Zr Cmr ODz cnr 0� �) o m mm N r_(n O>< 0zr (n �tCr m (n �)cn mON m(n z� 0�� O� kJ �= m D O C CO � SZ =(nD C7 Din mr nn Zm cnD �D o�D �O ND �zn c/) OD �r� XD MM= �mD zm C cn> ��O m �M m �y �m rnZ NMO OM oo 0 _ = o m rn=� r n p = o m mr C�mr= �r 0=Z cnr - Oz m mr cznmz m m� oo O Nz nm ��� �zO m �1 D z rcn Z O N n O n C m p D < < � �D Ozo Dom m 70 O r A- -jO< 2 Z) D OCn Z -I� �W TJ p p D �] -0D p0 n0 mOz N 0 r O m0 Dm� N -o OM zz— r m mm W -O 00 m -D cnM nW 0 mm D� O mM �m m z O ��< v;� 0 0Dm mz zim z m a) O n0 z' D Dpm zr � D W m �zZ �O �Om - m z 2m �m m D cn zz mc- ro� o r- 0 -U �m c) -Zi D m o �0 0nnr oz� 0 ODm m D o ZD C=� �m zZ� zrn m �� WC r= �C Om � � o C- n. D Z2U ZM DN 0 p Z Ozz NZ Dr OCA rz z � 0r C�rnD mz �Dr 0(/) O 2 �n mZ MM n O r \ D�� Wnr r >� D D D �aJ Cir Z 1 moD r O O D �y cnG�n O cn Dmp �m (7 0< rZ O D �pD m-� z cn �1 c) -i m m\ C z O -1 o m D z z m rn = o z r �- �m p z r m zr 0-2 mC) �2 O r m m D <Mm 20 �cnr D O y �O zM� cnm Oz�7 z� m � -i0 jo � co n � � � � _ < m2D 00 D r m m nZ mmn m z� z z m -< TION -2 M cnz C�7 rn �� �m D m o SOD mfr -Zj 00r Z O � 00 LOCO Z NCO rn m r� cDnZ(n �r Dom= Om O< O- D 55m M D0 Dw m m pzOo zmr o �� D O r �_ �D Z7 (ncn my mz O D D =D �r ZD � o m Z� m= Z mD z Z Cm o� _ _ W OD oW C r m D cn �lz p �Z 2-1 O oD o 0 A1C - - Dmao z�m cn gm W O Z cnr O-� 0M M� D z r mr �- 00 m0 Z -i O m rn cn O O�z �Xm M �-i D- Zv 0 --j =m CZ -< c- 0;7 z cn r DD ��r �_< M m mo 2 Om -4� Gym D � � m mmcn oC0 M oZZ O� �m 0 czn m 0m r0 -gym n0 >(� o M m rz nOD �m 0z I = >� ON = U)z oC O p D -1�O NCz mmU) z (�-i O m m of rD mom- �� �� C m DD mm� 2� ADD Dcn D D mz n m min Z m mom c7 M) O D (� _ (� D r 0 O CO D Dmr n-� OZD O m� mmz mm �z 0 y nr o�rn 2m pry mCmj m r �D v mo rmK M M D 0ZCO Mcnn rNm C�� U) O C/).. z ,1� n2 �DG� >cn DOC m OOm m m cn �C M W <D mr oD o0 O mom mv0 Do O= iO D rn 0 r0 Om ��� m0 Om (0j m z D� -wm mz � mD �z Z m �� mo � rD MW � �. D m,l� Oz� 00 0-D om nv m cn � zm on m2 Dn 000 Z Z� Doy zo Dmir NGS n O M> m� m nm rm > Cn Mmm WDD Z n D rn -_ M D �m D W n- m C m m2O 0pz ON m 0X n� MO p �(n m Oz O�� m� mM Ocn cmn 0 Dr nz C z0 nz r o, z on 2oC� �m< Zcn G7 _� � � W o� m O mz � CC D cno zz0 Z Mo oO Z (r-) o n0 Mcnm m(�O OD �C D O = C CO D Zz m D m mp mD� �O �7n nM N (nom �N m oM mm � O ON m � Om n mM o M m m M rm Om m No M N �z 0-I D -I �m00 mn m 2n w Z �m �� C��-1 0zO D0 Mm m - -r � 0 m 0 2- m� z2 fo Nm O� D N �0 DO (� O = ODS Dc �m m O G7 Z 0fM1 m� z �rn 0 m m �0 ��� �� D�OZ HT1 � ONo zz �0 O on p� Oz �� �n2 �_ W -i Z O D �W o 2� � r rn m2� _� rmD 0 Oz = N0 OM D m (nO ONm �On �jX Dp O n O m � pm �� -i rnm n D 0 O� x--10 m0 Cmm m� o D z= Zp� M Cm �z c m D U) �0'o zrm N- = Z� = m zO p M - m� ZK- *� M-ziO p� � `�' =z =D <� �� v crn 2D zNo _� O �D -I - C7 m 0� o z ncn m -m D H 0cn�_ D m0 DC7 v) mC DLJ m DZ 0 O=Z ym zz O r OD Zy Uj m C M ;;a m� O� mC N ZC rn 01 Zz Z O r� >n z>� om o0 2 D m r mm MO m cmn z M m2 0� - �> �= cmi)c� K �� 0 O a7 n O m ALLIANCE C'(7"'INSULTING F.NGINEElx\)S, INC,, 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT I SCALE I DATE I REVISION SUMMERFIELD SUBDIVISION DIVISION N0.6 EAST OF THE BOISE MERID AN CITY OF RANGE 39 MADISON COUNTY, IDAHO INDEX SHEET N 5-2015 a�j F s DRAWING DRAWN BY AM FI NAL2. DWG N�O�00JMCP�CAr\j z 0 ;�u ;�u N F- 0 M 0 ;�7 M M 00 J� N CP O cn O Z G� = D D D 0 00 0 0— 0(j) x D — z Ocf) C '— z 0 � 0 cn 0 cn O cn O cn rz FFj FT] O z ITl cn c C N C j C j D =� 0 CD \ O Cn r0 — n C D D N 0 0 -c F- DN(AU(zn�F n� cn M O D _U O < — O D z � F71z cn cn 0 0 0 z M � z n � z z M z C _U O z n o C n r— ,— � > � cf) O z z M � C � z i � N D o z z 73 D F - z D z moN nom O)(7N PCD N mN <(7N Z)(7N DN (n(7� my D� Oma Ln �� ���� -1K� D� (7- -0,18 o -0c0 ZOO cn�l (7� mcn D P oW oN DOcn- 0 Dp�l rnOrn Cn2CTi D`-'Dz P ZW DCN mpg (n0 20� X2200 cn� C�O� -<DUi m22? OyW CON O- ;J o Rte' O' C' O' X r' D' ��' G-)TIm m <Z' cnZ' ter' <nc�-' 0' rte' OZ' �' DZ �mD' ncn �nz' xDm' M� D' Z O�' Z cn r m m Z o� C� rnmo o n O n 0 (7 m(�n D mm� �mn =D ",C= IZTI2 �DD ��n �p r'Mp zcn s m2 �WZ rnm= Dz mom= mn �� mom= Zr(n o� m0 m0 O C)O �O o�0 nOnr �zr nr Zr - CO m mm cr mmZ �r ��Z Mm ZO m Dm r Cm cn��� ��m m� mr SNC oZD z �? O? �? O� �� �MZ W. D ocn �0 �� ��z n �n p�D Ong rn0 < n rn om� O�n z�� Lin z� rn0 zOz �M M �� mDm ODO = m 0� mD D G7 = 0 m0 zm� G��D o� m�D D O o0 imp p0 n0p m- O �D O mM� m�rnl O On on pn �n On inn DMZ z cn�m D Om c- m? �Z T�O� y<-Oi �m �_� z O z Z Z�� Z zZ ��� ��Z - n z �z o2� Z z� �� z -i C -i C -i Fn -01 zz� 0 _ -< � � O- m �� D� � n Z W cn CO O O O �O CO O o vM �� vM 2 N � � m-9 orn0 m O M Z� 0L/) � �M C)o M m� 00 �_ D ��rn D DD r r rn�� o< D�� K D D 0 \0D D -Di nmD 0�7 m WOOO Z 0 �� n� 0M --j ;a Z� mN� cnC � ��� oZ O� r� OmD �n(n C�< rf=*1(n m S .-CO)OD n m� om0 k -'moo �- m - TKO S MZ V) (n (n Zov)= o(n Oc/) COM(n zD� �2 �-' O D M M � C� m M Dr= mm - 2 m M mM Dmm 2; �mm moi -*M DM Crm-D rn0Z O cnD mD czi)D D pD p�D 0�O -0 m m cn Un MmM OD �m C z m -I O� r D �� DOr 0 rn MD m mD mD �� m CD mZ z -ir pr r Mr Zr Cmr ODz cnr 0� �) o m mm N r_(n O>< 0zr (n �tCr m (n �)cn mON m(n z� 0�� O� kJ �= m D O C CO � SZ =(nD C7 Din mr nn Zm cnD �D o�D �O ND �zn c/) OD �r� XD MM= �mD zm C cn> ��O m �M m �y �m rnZ NMO OM oo 0 _ = o m rn=� r n p = o m mr C�mr= �r 0=Z cnr - Oz m mr cznmz m m� oo O Nz nm ��� �zO m �1 D z rcn Z O N n O n C m p D < < � �D Ozo Dom m 70 O r A- -jO< 2 Z) D OCn Z -I� �W TJ p p D �] -0D p0 n0 mOz N 0 r O m0 Dm� N -o OM zz— r m mm W -O 00 m -D cnM nW 0 mm D� O mM �m m z O ��< v;� 0 0Dm mz zim z m a) O n0 z' D Dpm zr � D W m �zZ �O �Om - m z 2m �m m D cn zz mc- ro� o r- 0 -U �m c) -Zi D m o �0 0nnr oz� 0 ODm m D o ZD C=� �m zZ� zrn m �� WC r= �C Om � � o C- n. D Z2U ZM DN 0 p Z Ozz NZ Dr OCA rz z � 0r C�rnD mz �Dr 0(/) O 2 �n mZ MM n O r \ D�� Wnr r >� D D D �aJ Cir Z 1 moD r O O D �y cnG�n O cn Dmp �m (7 0< rZ O D �pD m-� z cn �1 c) -i m m\ C z O -1 o m D z z m rn = o z r �- �m p z r m zr 0-2 mC) �2 O r m m D <Mm 20 �cnr D O y �O zM� cnm Oz�7 z� m � -i0 jo � co n � � � � _ < m2D 00 D r m m nZ mmn m z� z z m -< TION -2 M cnz C�7 rn �� �m D m o SOD mfr -Zj 00r Z O � 00 LOCO Z NCO rn m r� cDnZ(n �r Dom= Om O< O- D 55m M D0 Dw m m pzOo zmr o �� D O r �_ �D Z7 (ncn my mz O D D =D �r ZD � o m Z� m= Z mD z Z Cm o� _ _ W OD oW C r m D cn �lz p �Z 2-1 O oD o 0 A1C - - Dmao z�m cn gm W O Z cnr O-� 0M M� D z r mr �- 00 m0 Z -i O m rn cn O O�z �Xm M �-i D- Zv 0 --j =m CZ -< c- 0;7 z cn r DD ��r �_< M m mo 2 Om -4� Gym D � � m mmcn oC0 M oZZ O� �m 0 czn m 0m r0 -gym n0 >(� o M m rz nOD �m 0z I = >� ON = U)z oC O p D -1�O NCz mmU) z (�-i O m m of rD mom- �� �� C m DD mm� 2� ADD Dcn D D mz n m min Z m mom c7 M) O D (� _ (� D r 0 O CO D Dmr n-� OZD O m� mmz mm �z 0 y nr o�rn 2m pry mCmj m r �D v mo rmK M M D 0ZCO Mcnn rNm C�� U) O C/).. z ,1� n2 �DG� >cn DOC m OOm m m cn �C M W <D mr oD o0 O mom mv0 Do O= iO D rn 0 r0 Om ��� m0 Om (0j m z D� -wm mz � mD �z Z m �� mo � rD MW � �. D m,l� Oz� 00 0-D om nv m cn � zm on m2 Dn 000 Z Z� Doy zo Dmir NGS n O M> m� m nm rm > Cn Mmm WDD Z n D rn -_ M D �m D W n- m C m m2O 0pz ON m 0X n� MO p �(n m Oz O�� m� mM Ocn cmn 0 Dr nz C z0 nz r o, z on 2oC� �m< Zcn G7 _� � � W o� m O mz � CC D cno zz0 Z Mo oO Z (r-) o n0 Mcnm m(�O OD �C D O = C CO D Zz m D m mp mD� �O �7n nM N (nom �N m oM mm � O ON m � Om n mM o M m m M rm Om m No M N �z 0-I D -I �m00 mn m 2n w Z �m �� C��-1 0zO D0 Mm m - -r � 0 m 0 2- m� z2 fo Nm O� D N �0 DO (� O = ODS Dc �m m O G7 Z 0fM1 m� z �rn 0 m m �0 ��� �� D�OZ HT1 � ONo zz �0 O on p� Oz �� �n2 �_ W -i Z O D �W o 2� � r rn m2� _� rmD 0 Oz = N0 OM D m (nO ONm �On �jX Dp O n O m � pm �� -i rnm n D 0 O� x--10 m0 Cmm m� o D z= Zp� M Cm �z c m D U) �0'o zrm N- = Z� = m zO p M - m� ZK- *� M-ziO p� � `�' =z =D <� �� v crn 2D zNo _� O �D -I - C7 m 0� o z ncn m -m D H 0cn�_ D m0 DC7 v) mC DLJ m DZ 0 O=Z ym zz O r OD Zy Uj m C M ;;a m� O� mC N ZC rn 01 Zz Z O r� >n z>� om o0 2 D m r mm MO m cmn z M m2 0� - �> �= cmi)c� K �� 0 O a7 n O m ALLIANCE C'(7"'INSULTING F.NGINEElx\)S, INC,, 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT I SCALE I DATE I REVISION SUMMERFIELD SUBDIVISION DIVISION N0.6 EAST OF THE BOISE MERID AN CITY OF RANGE 39 MADISON COUNTY, IDAHO INDEX SHEET N 5-2015 a�j F s DRAWING DRAWN BY AM FI NAL2. DWG I I I I I 1 I I I I I Ifl I I � I I I � I I \ \ / 1 1 U) m m l� y ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 PROJECT S UMMERFIELD SUBDIVISION DI VISION NO.6 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOISE MERIDIAN, CITY OF REXBURG, MADISON COUNTY, IDAHO UTILITY MASTERPLAN SCALEI DATE REVISION 7-2018 DRAWN BY AM I FI NAL2. DWG (rn— I 1 I ) I 'mI z -,- i'00 00 00 < ' �.: vii m m D U m rc) ' O cn i m v, m I m m m _0 m Z C)Z m Z m (n-0 zv m Dm r m m Nm m(nm X Z7 X m m X m X p a7 O m X (n X D A 70 m 70 X m X �7 c/) O -0 cn �:�E N N 1 O-1 -0 O -10 m -o O -0 ::E O Z -n* O � -� -p, m y p W = m y m 0 O � mm 00 O z OZ D O O M O z �z m m m :0 O m m O �O r m m rm O rc p> = zm p p Z ,,p p z cf) z C DM p p D D m m m < WO O z m MN D D Om m Z D J) MZ K: O nmx Z M m r n r M r n m D D � <_ 7 D A �. N Op Oz 70 r i = O7 m C) m M cn p C m w M M D 1T1 r �7 p cn X p M 00 m m r N w m N D r x m cn w Z D m _ N m ::E ;u C7 � SCALEI DATE REVISION 7-2018 DRAWN BY AM I FI NAL2. DWG (rn— I 1 I ) I 'mI z �C 0 4845.8 + 4845.8 O m- + o O co I _ - 00W�v- 00���4- a WCo �oro O 4846.59 O w 0 D < <v w 0 0 0° m rn 00 n 4846.1 r 00 N� D O Lo 3 c v 4846.8 0 00 + 4846.2 4845.9 0 4846.99 (T O N --i (D FD 00 CD m rll ;-0W K: o ���o FFi FFi + 0 OD 3 o 4847.39 0 o �.. DN STA: 10+25.91 m a Q NrTl 4845.9 00--j c�ZOao+a -• + vcn -p� Cn D 0 0o P . O Cnr N 00 CO 00 0c) o) p Ui SIN C+�W CnCO� (p 90 O 4848.67 p C4 O �I 0 I PVI ELEV = 4848.68 T � 4846.0 r + 1 4846.1 0 4846.59 O w 0 D < 4847.19 w 0 0 0° m rn 00 O 4846.1 r 00 4846.79 D O Lo 3 c v 4846.8 Q + 4846.2 4846.6 0 4846.99 (T O 4847.99 --i 4846.4 + 4846.5 0 4846.3 O w 0 D < 4847.19 0 0 0 0° m + O CD - 0 morn D O Lo 3 c (n 4846.8 Q O 4847.87 4846.6 o -1 Q (T O 4847.99 --i (D FD 00 CD 4846.4 o ���o W + 0 OD (D C° 1 o 4847.39 0 �7 0 STA: 10+25.91 m a 4846.4 + 4846.5 0 4847.79 O w 0 4848.07Ln < cn 0 0 0 0° 0 + O CD O D O Lo 3 c (n 4846.8 Q O 4847.87 4846.6 o -1 Q (T O 4847.99 --i (D FD D' Ti0 o U) 00+ 1 m - O 1 1 OD 4847.0 = :' 2 4847.67 �7 0 + 4846.7 O w 0 4848.07Ln < cn 0 �< CD 0 + O o O D O (n 4846.8 Q O 4847.87 r o -1 Q (T O 0 --i (D FD D' r+ O o U) 00+ 1 m - O 1 1 OD 4847.0 = :' 2 4847.67 �7 0 STA: 10+25.91 m Q 000 00--j End Road Construction CD o� vcn 0- D 4847.2 (0SCP Cnr + 1 4847.3 0 4848.07 4847.1 PVI STA = 6+85.08 PVI ELEV = 4848.13 PVI STA = 7+99.36 PVI ELEV = 4847.67 U) W m y ALLIANCE CANSULTING ENGINEERS, INC,. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 I � / 00+ 0 0 r / o Z3 I� / I / v 3 1 I I I ��* ov 7 1 I I I I - (n O I N 1 I I I I II I CDI I _O� (b 00+ I I i o Q0WO �01 1 N I� Trl I I C a fl Trl Q I I (D OG O� O 00 I I10, a Q o< I C: ! r �1 1I �\ i Q� n 1 /0 3' 1 I 1\ I I o 3Q I / 5-0 0 1 I 1 / U)C-F I* 1 I <� 1 \ II rnOO` D Z3 0�0 1 I m \ y I 1 1 I \ I \ / 1 / / co Ca Lj) v p0 1 1 1 � 1 1 L� 1 m 1 p0+ 1 rt (D - M = I nCb 1 W o (D m Ioo3* I U �' (D 1mI i 0 co IoN �m (n00 q I (D I m � I _ I 00 / \ N I 00- I / 1 co I � / I - 00 -0-0 ° cn / fl II N I �� I o 0 / n0 r / "- \ A 7 / I � � to I I+o I o1 o O 0 _o _ o I I �I a 0) Cl)fi + ) I ° � � I 0 0 CD I I I I 0 � CO Cn n� Ico m --h I -m oom /1 � 0 111 t(\ I I \ I r\ -��D I I I► I � I � 1 i � 00+�� re \/ N D I ( A I Z 0-) N 00 s x K D �_ Z C7 � C� o D c m m > N ;7m o 2 0 m ry CC) w D A C-) Cl) 0 D x z Ci ml'-, Z7 z D 70 0M0 o U n ; Nv� I LW Cf) 00 � M0 O N \� \ z 0m c / �M ED F0 Cn 0 _ m N D r C) m D z C CD o RC1 0 0 �b (n O r m m w 0 IIV u 00-) 00 MN /) �W y>rn D N � Z m O F� DQ D z =Q = O w < cn �< CD CD + 4846.9 o CD D O U) D Q 4848.47 r o -1 Q (T O 0 (D 0 D' r+ O o I N CD 00 O r C O - Z STA: 10+25.91 Cl) Q End Road Construction CD 0- D Q_ Q 4846.9 r-t- Ui PVI STA = 10+52.49 CD O 4848.67 0 I PVI ELEV = 4848.68 � 0 I I + 4847.4 .:: t.. ..�.. 0 4848.49 O m 00I o 1 mmr� o I I I � N 3 . 5.5. I I I I -•�v' 3 4847.6 (n z Cn PVI STA = 11+55 4848.29 PVI ELEV = 4848.27 00000)0000©0 W W W W-p� j m NN.plpgo 0 0 cn -P 0) v -P N O �, m �, m cnoC:' -0 1" 4847.7 CD + 4848.45 00 o a 3 0 t 4847.4 Q o m (D 4848.65 N W (D O (D � r 00 x T1 + 4848.0 00 °° x 4848.85 0 o x O < U. �I FT] V II o m o 4848.0 Z x D w nm x m x o-0 ID m D m r= 4849.05 Lf) -0m Nm PVI STA = 13+83.77 4848.2 Om I (nx PVI ELEV = 4849.19 0 m Fq T w m 7 C/) O -o 4849.12 O �� 1 1 3 D= N 1 O -0 -40 0 -� O -o O -0 O �• .. O * o --1 -� =1 -P, ov _m � -P, OD my m�v 0O N pOD-P,+Q --I -i C') O z0 4848.0 � w �J OO .I m m �°' 0000 -'j mm i O 4848.92 M W m r -m I ON r0 o> rn = Z o o Z �.0 0 I z U' 4848.1 0 r N = r D � 4O O D D N P m� 4848.72 0 00 O n m O z I 0r J) O r Z C"' o m N= PVI STA = 15+17 PVI ELEV = 4848.65 m x D0 (nV) r m I r n r m r 0-U 0 m 4848.2 D °D-( Z D I i 4848.98 W 0 o a <_ D 3. N 00 w C7 , c 3 O h r M (n m C) m m m I O �0 O Q r M 070 °' 4848.30 m (D (D ) 00 m r m 4849.48 0 m m ` X r O : m 4848.3 mm,i3 - D= 0 fi ... Ln 4849.98 x 01C/)D Z �Do,-p-+a 00 CA CA (D -p� m 0 rn w rn + 4848.2 00 4849.500 0 rn ::E m o (D r C7 CD M �00 I ° 4848.1 N < fr ° (D m (D 3 4848.91 U) W m y ALLIANCE CANSULTING ENGINEERS, INC,. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 I � / 00+ 0 0 r / o Z3 I� / I / v 3 1 I I I ��* ov 7 1 I I I I - (n O I N 1 I I I I II I CDI I _O� (b 00+ I I i o Q0WO �01 1 N I� Trl I I C a fl Trl Q I I (D OG O� O 00 I I10, a Q o< I C: ! r �1 1I �\ i Q� n 1 /0 3' 1 I 1\ I I o 3Q I / 5-0 0 1 I 1 / U)C-F I* 1 I <� 1 \ II rnOO` D Z3 0�0 1 I m \ y I 1 1 I \ I \ / 1 / / co Ca Lj) v p0 1 1 1 � 1 1 L� 1 m 1 p0+ 1 rt (D - M = I nCb 1 W o (D m Ioo3* I U �' (D 1mI i 0 co IoN �m (n00 q I (D I m � I _ I 00 / \ N I 00- I / 1 co I � / I - 00 -0-0 ° cn / fl II N I �� I o 0 / n0 r / "- \ A 7 / I � � to I I+o I o1 o O 0 _o _ o I I �I a 0) Cl)fi + ) I ° � � I 0 0 CD I I I I 0 � CO Cn n� Ico m --h I -m oom /1 � 0 111 t(\ I I \ I r\ -��D I I I► I � I � 1 i � 00+�� re \/ N D I ( A I Z 0-) N 00 s x K D �_ Z C7 � C� o D c m m > N ;7m o 2 0 m ry CC) w D A C-) Cl) 0 D x z Ci ml'-, Z7 z D 70 0M0 o U n ; Nv� I LW Cf) 00 � M0 O N \� \ z 0m c / �M ED F0 Cn 0 _ m N D r C) m D z C CD o RC1 0 0 �b (n O r m m w 0 IIV u 00-) 00 MN /) �W y>rn D N � Z m O F� DQ D z =Q = O < cn �< CD CD Cn 0- CD D O U) D Q o -1 Q (T O cn (D D' r+ O o N CD O r C O - Z Cl) Q Q `G CD 0- D Q_ Q r-t- Ui CD O 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 PG1 AM FINAL2.DWG REVISION .:: t.. ..�.. 00 N U m cn �, m �, m t � FT] Z x -0 x nm x m x o-0 Zv m D m r= -0 Lf) -0m Nm rzn Om x (nx D;;u 70 m70 x m 7 C/) O -o Fji �� N * N 1 O -0 -40 0 -� O -o O -0 �0 * o --1 -� =1 -P, ov _m � my m�v 0O N �Noz00 --I -i C') O z0 D Lf)O OO m m m mm O m M �0rm m r -m 0 r0 o> = Z o o Z �.0 0 z0 z 0 (7 N = r D � 4O O D D N P m� m m< 00 O n m O z D 0r J) m M r Z N m m N= m D< (n0 m x D0 (nV) m r n r m r 0-U 0 m D Z D rM i v= W <_ D 3. N 00 w 0z D r M m C) m m m I O �0 m 0(n m r M 070 ) 00 m r m M r m m N X r N m 0) x 01C/)D Z D m _ (n ::E m C7 M 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 PG1 AM FINAL2.DWG REVISION + 1 4847.3 01 4848.07 4847.1 4848.27 0 4846.9 co 0 4848.47 O 0. 4846.9 4848.67 0 + 4847.4 p 4848.49 o rri I Fri Fri m O I I I 4847.6'' 0' Z 4848.29 00 00 00 00 00 o fl wwww•�'- N N p' p 9 o P,m ---I41N�O Uno Un�1 -v 4847.7 + 4848.45 0 0 4847.4 0 4848.85 4848.0 N 4848.8 4849.76 r w N 4848.8 p 4849.58 II 0 0 4848.8 4849.38 4848.8 0 �' T + 4849.28 - 0o K: 00 60 00 00 www• oDoo(fl�� Nw- Q 4848.7 ocnZIro m(n 3D C5. x 'm N (D ��'O 00N + 4849.1 3 ,P,� -p- + cn 0 0 0�0� 0 oow w 00 N cfl 4849.5 r N � 4849.6 0 0 4849.8 N Cn 4849.0 ol 4849.0 I I I I o I STA: 10+25.91 -nd Road Construction PVI STA = 10+52.49 PVI ELEV = 4848.68 PVI STA = 11+55 PVI ELEV = 4848.27 to TI Q (D :F PVI STA = 13+83.77 PVI ELEV = 4849.19 PVI STA = 15+17 PVI ELEV = 4848.65 PVI STA = 17+72.12 PVI ELEV = 4848.65 z (D m � I m PVI STA = 20+53.06 PVI ELEV = 4849.77 o z '-,m o I v00 < o� < o rn � I co PVI STA = 21+87.29 PVI ELEV = 4849.23 STA: 23+75.07 Beain Road Co ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 \\/ re C \/ N o. D w I z 0-) N 00 s X o -0 K C D m � z � 0 � D c m m> N m o2 N C0 O mL'/ w D D o m 0 x D z Ci m 0 zD 70 O U I �m � Cf) 0r Frl cm0n 0 O z N �\ z om m c o / MM /\\ / r0 Ln 0 _ m N r C) m D z C Z) ID O O O O O �b (n (n O r D D m m U, O O IAV IAV � b 00 y ~ M N ^� -i X `) y O O N D� p O z b O �1 O D Q D z 4848.2 o 0 I E. 3 O rr p oo ` ° OO ln 4849.12 (D (D7- 0 (D �I O 4849.98 I y= 0) C: p � C: °°-3 I , rn 0 =. po7P�+° 0I x_ 6 h " r+ Q O I II -p-o nN ' : rnCn rn -p,0D-�-+� I 0 - O 4848.0 ODw0D�O cwW(0� o �Q z i I I 4848.92 h�Z3I m ao cD C4 4� o° �1 �� I I CD -1 - rn v �' 4848.1 r of + Q (n O I + O 0 p 0 II 4848.76 w o � N ()I 4848.2 0D 4848.98 < I I 0 4848.96 mU) _v _�� 00 N (n rn 00+�'� °'4848.3 4848.2 m CD N 4848.8 4849.76 r w N 4848.8 p 4849.58 II 0 0 4848.8 4849.38 4848.8 0 �' T + 4849.28 - 0o K: 00 60 00 00 www• oDoo(fl�� Nw- Q 4848.7 ocnZIro m(n 3D C5. x 'm N (D ��'O 00N + 4849.1 3 ,P,� -p- + cn 0 0 0�0� 0 oow w 00 N cfl 4849.5 r N � 4849.6 0 0 4849.8 N Cn 4849.0 ol 4849.0 I I I I o I STA: 10+25.91 -nd Road Construction PVI STA = 10+52.49 PVI ELEV = 4848.68 PVI STA = 11+55 PVI ELEV = 4848.27 to TI Q (D :F PVI STA = 13+83.77 PVI ELEV = 4849.19 PVI STA = 15+17 PVI ELEV = 4848.65 PVI STA = 17+72.12 PVI ELEV = 4848.65 z (D m � I m PVI STA = 20+53.06 PVI ELEV = 4849.77 o z '-,m o I v00 < o� < o rn � I co PVI STA = 21+87.29 PVI ELEV = 4849.23 STA: 23+75.07 Beain Road Co ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 \\/ re C \/ N o. D w I z 0-) N 00 s X o -0 K C D m � z � 0 � D c m m> N m o2 N C0 O mL'/ w D D o m 0 x D z Ci m 0 zD 70 O U I �m � Cf) 0r Frl cm0n 0 O z N �\ z om m c o / MM /\\ / r0 Ln 0 _ m N r C) m D z C Z) ID O O O O O �b (n (n O r D D m m U, O O IAV IAV � b 00 y ~ M N ^� -i X `) y O O N D� p O z b O �1 O D Q D z 4848.2 o 0 I E. 3 O rr I w 4849.12 (D (D7- 0 (D �I O 4849.98 (D y= 0) -pl rn 0 =. po7P�+° 0I x_ r+ C h r+ Q 00 .Pl -p-o aD : rnCn rn -p,0D-�-+� 4848.2 0 0 4848.0 ODw0D�O cwW(0� oI LU < 4848.92 U, 00 n cD C4 4� N J ° (D - rn v �' 4848.1 r of + Q (n N 4848.8 4849.76 r w N 4848.8 p 4849.58 II 0 0 4848.8 4849.38 4848.8 0 �' T + 4849.28 - 0o K: 00 60 00 00 www• oDoo(fl�� Nw- Q 4848.7 ocnZIro m(n 3D C5. x 'm N (D ��'O 00N + 4849.1 3 ,P,� -p- + cn 0 0 0�0� 0 oow w 00 N cfl 4849.5 r N � 4849.6 0 0 4849.8 N Cn 4849.0 ol 4849.0 I I I I o I STA: 10+25.91 -nd Road Construction PVI STA = 10+52.49 PVI ELEV = 4848.68 PVI STA = 11+55 PVI ELEV = 4848.27 to TI Q (D :F PVI STA = 13+83.77 PVI ELEV = 4849.19 PVI STA = 15+17 PVI ELEV = 4848.65 PVI STA = 17+72.12 PVI ELEV = 4848.65 z (D m � I m PVI STA = 20+53.06 PVI ELEV = 4849.77 o z '-,m o I v00 < o� < o rn � I co PVI STA = 21+87.29 PVI ELEV = 4849.23 STA: 23+75.07 Beain Road Co ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 \\/ re C \/ N o. D w I z 0-) N 00 s X o -0 K C D m � z � 0 � D c m m> N m o2 N C0 O mL'/ w D D o m 0 x D z Ci m 0 zD 70 O U I �m � Cf) 0r Frl cm0n 0 O z N �\ z om m c o / MM /\\ / r0 Ln 0 _ m N r C) m D z C Z) ID O O O O O �b (n (n O r D D m m U, O O IAV IAV � b 00 y ~ M N ^� -i X `) y O O N D� p O z b O �1 O D Q D z 4848.2 mm�20K 0 4849.12 m m 2 0 O 4849.98 11 3 y= 0) -pl rn 0 =. po7P�+° r+ C h r+ Q (DD .Pl -p-o Q rnCn rn -p,0D-�-+� 4848.2 0 0 4848.0 ODw0D�O cwW(0� 0 o 4848.92 U, 00 CD cD C4 4848.1 N J ° (D - rn v �' 4848.1 r oD + Q 4848.72 O Q + O 0 p 0 II 4848.76 w o � N ()I 4848.2 0D 4848.98 < o O n 0 4848.96 mU) _v 30co 00 N (n rn --I° °'4848.3 4848.2 m CD 4849.48 p � 0 = o 4. N 4848.8 4849.76 r w N 4848.8 p 4849.58 II 0 0 4848.8 4849.38 4848.8 0 �' T + 4849.28 - 0o K: 00 60 00 00 www• oDoo(fl�� Nw- Q 4848.7 ocnZIro m(n 3D C5. x 'm N (D ��'O 00N + 4849.1 3 ,P,� -p- + cn 0 0 0�0� 0 oow w 00 N cfl 4849.5 r N � 4849.6 0 0 4849.8 N Cn 4849.0 ol 4849.0 I I I I o I STA: 10+25.91 -nd Road Construction PVI STA = 10+52.49 PVI ELEV = 4848.68 PVI STA = 11+55 PVI ELEV = 4848.27 to TI Q (D :F PVI STA = 13+83.77 PVI ELEV = 4849.19 PVI STA = 15+17 PVI ELEV = 4848.65 PVI STA = 17+72.12 PVI ELEV = 4848.65 z (D m � I m PVI STA = 20+53.06 PVI ELEV = 4849.77 o z '-,m o I v00 < o� < o rn � I co PVI STA = 21+87.29 PVI ELEV = 4849.23 STA: 23+75.07 Beain Road Co ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 \\/ re C \/ N o. D w I z 0-) N 00 s X o -0 K C D m � z � 0 � D c m m> N m o2 N C0 O mL'/ w D D o m 0 x D z Ci m 0 zD 70 O U I �m � Cf) 0r Frl cm0n 0 O z N �\ z om m c o / MM /\\ / r0 Ln 0 _ m N r C) m D z C Z) ID O O O O O �b (n (n O r D D m m U, O O IAV IAV � b 00 y ~ M N ^� -i X `) y O O N D� p O z b O �1 O D Q D z mm�20K 4848.3 033v� cn m -P, cn 4849.98 Q -pl rn po7P�+° r+ C Do(A(O-P,° w�ip�rn r+ Q (DD .Pl -p-o Q rnCn rn + 4848.2 0 0 4849.50 p 0 o Q O CD cD � 00 4848.1 N J ° (D - 4848.91 �' Q oD Q 00 4848.2 Q + O 0 p II 4848.76 O o � N ()I 4848.2 0 4848.96 mU) _v 00 N rn --I° 70 cO 4848.2 I m STI +4849.16 c � 0 4. o0D00o0Da:{00 wCj -PA' rn (o ob 4848.3 0 Q 4849.36 0 n cD 0 4848.5 0 4849.56 N 4848.8 4849.76 r w N 4848.8 p 4849.58 II 0 0 4848.8 4849.38 4848.8 0 �' T + 4849.28 - 0o K: 00 60 00 00 www• oDoo(fl�� Nw- Q 4848.7 ocnZIro m(n 3D C5. x 'm N (D ��'O 00N + 4849.1 3 ,P,� -p- + cn 0 0 0�0� 0 oow w 00 N cfl 4849.5 r N � 4849.6 0 0 4849.8 N Cn 4849.0 ol 4849.0 I I I I o I STA: 10+25.91 -nd Road Construction PVI STA = 10+52.49 PVI ELEV = 4848.68 PVI STA = 11+55 PVI ELEV = 4848.27 to TI Q (D :F PVI STA = 13+83.77 PVI ELEV = 4849.19 PVI STA = 15+17 PVI ELEV = 4848.65 PVI STA = 17+72.12 PVI ELEV = 4848.65 z (D m � I m PVI STA = 20+53.06 PVI ELEV = 4849.77 o z '-,m o I v00 < o� < o rn � I co PVI STA = 21+87.29 PVI ELEV = 4849.23 STA: 23+75.07 Beain Road Co ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 \\/ re C \/ N o. D w I z 0-) N 00 s X o -0 K C D m � z � 0 � D c m m> N m o2 N C0 O mL'/ w D D o m 0 x D z Ci m 0 zD 70 O U I �m � Cf) 0r Frl cm0n 0 O z N �\ z om m c o / MM /\\ / r0 Ln 0 _ m N r C) m D z C Z) ID O O O O O �b (n (n O r D D m m U, O O IAV IAV � b 00 y ~ M N ^� -i X `) y O O N D� p O z b O �1 O D Q D z 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 O :T <' cn m Q .. r+ C Q r+ Q (DD O Q ,:7 O cn CD 00 fi O Q O CD cD O r O - �- Q Q CD Q m Q Q fi ()I cD 0 mU) 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 00 00 < o m n D mU) 4. z m x m m x z C)z m x z m x C/) -0 z-0 m Dm r m m Lf) -0 m cnm m m m ox 0;0 x (nx D;;u m mal x m C/) O (n (n 1 O -0 •1 O (n w -� O O ::EO (n ::E (n O m z1 -P, my 00 (n-qm =z m m m my m m z O NO z D U) C/) z Lo z o0 1m z OG7 O O m0 z �Z O D O O G7 m 0 Z r m to 0 rm 0 r0 C7 O D = p m (n (1) o r. Z (n Z m O U) D DM � o > > N .4� mm m m< W 0 O = 0r m r; m m K) ' D< ::E Dn O 70 z D Cl) O M Z � N m p w n �) Cf) (n z -ml r\ r r C n m Op r pz D m I I c� W z z 3 w �� �-i m m \ m m �o c oCnn o> r w m 00 m m r N Cj N D r x m 01(n z D m _ N N ::E m C7 � 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 O Z rn O W <00 (n 0 (DD m a cn m 4850 5' min 4840 - MH13 4'dia 55 LF 8" PVC S-0 4 STA: 0+04.9 Rim: IE -in: IE -out: DATUM ELEV 4835.00 Q0 00 O Ib (b 00 II J W Lower waterline to get beneath storm line - - - -0.40% - ?2.5° bend 1 DI waterline bend O O 00 't II II w J (n W a a- New FH 0.40% bend N (0 O O � I I I>>I H J U) W a a -0.40% 30" irrigation pipe 14' DI waterline New 8x14`8xi4 cross w (4) vnlvac c0 O o0 N � 00 I>I I I J W In as 0.40%/ 00 00 �� 'tr- 00 + CO + 00 't 00 II II II II Ld J W U) W N > a> a� a_ 00 c W-0.40 c0 xisting stub O 0 o6 00 U 00 3 >� rUiH i 1 4'diu S=0.4% STA: 5+41.90 15.50 L 322 LF 8" PVC -5=0.4 0 II U II In O > O U O J O + r- W + 0 O) of a O Q0 r*� o, C: LJ V) LII 0. Nm STA: 8+T1.33 9.35 Ml_ n o o n� Plug, cap, block and provide temp blow -off I 8 5.00 L 4-848.2-1 4838.78 xisting stub - • /' STA;_ Mn I L 4 OI 2+57 61 15.50 frim: 4848.3 153 LF 8 PVC S=:0.4% N MH 4 la 4 - x.50 � Rim: 4848.05 _142_.LF_8" PVC >� rUiH i 1 4'diu S=0.4% STA: 5+41.90 15.50 L 322 LF 8" PVC -5=0.4 0 II U O 00 U IE -In- 35.45 IE 4834.70 d O + II IE -out: IE�in: 4837.6 + Ir O O r*� o, Original Q O Nm nd- 00 d• 0.5 00 -in -S: > W w/ (3) valves 4838.63 11+00 IE -.out: 4837.4 a IE -in: 4536.86 > a grade Rim: 4847.91 New FH Ir STREET IE -in -E: 4832.60 -0.44% 120 LF 8" PVC &- o 5' min IE -out: 4536.71 D Q D IE -in: 4836.14 S=0.4% IE -out: 4835.99 IE-out-Vh 4832.45 plug and cap ro r7 (DN 00 ON �N O N �N .� �N .c0 X00 X00 .r- .tn N00 .r7 O00 �c0 O OCO N NO .� �O .c0 �n Or .N On .O fid• d (D O 00 �0 �0 N .� rLn .(0 a0 r � r r � ao � a0 � 00 r � Do n � a0 � 00 � a0 f`Oj � a0 n � a0 r � DO r � DO n � ao r � ao r � ao r � a0 � a0 r � oo r � r, a0 � 00 � � 6 ID d- c} 00 ted• Ib Ib 00 �� �� 00 �� 00 Ib �� 00 �� �� � �� 00 �� 00 00 �� 00 tb ted- Ip �� Ib 00 ted- Ib tb �� 00 � ted- �� � 00 �� Ib 0000 �� ao �� 00 �� tb 00 �� ao '' D 01 01 0 _0 _0 1 Cl) Q Q ;: 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 2470 WEST STREET 4850 NeN 14048 tee w va es 4840 c xisting stub 0 N U N L N 00 DATUM ELEV c0 O C: II U O 00 U Lr) d O + II IE -out: O 00 II + Ir O O r*� o, Original Q O Nm nd- 00 d• 0.5 00 0+00 M 117 y 1+00 00 "d -00)j O 06 N II II > ¢ W J U) W a a- 14' DI waterlin 250 LF 8" PVC 2+00 xisting stub M014 4'dia N N N TA: 1+13.0$ 4.97 L N 00 DATUM ELEV c0 O Rim:, 4848.27 II U 4835.00 00 -in: Lr) d O + II IE -out: 4839.78 II co O ¢ r*� ¢ �d- O U~i 00 00 d• U~) 00 C6 0000 > 0+00 M 117 y 1+00 00 "d -00)j O 06 N II II > ¢ W J U) W a a- 14' DI waterlin 250 LF 8" PVC 2+00 "O r- � 6 00 00 3+00 ALLIANCE CONSULTING ENGINEEJLO.S, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 bend MH 13 a - ASTA: 3+53.02 5.00 L Rim: 48 t8.21 IE -in: 4338.78 ____7F -out: cON �� .� 000 000 ON O0It It0000 0000 00 Co 0000 0000 Co 00 Co 00 4+00 5+00 6+00 00 00 II J W a MH7 5'dia 74 7.00 L_. Rim: 4849.44 IE -in: 4834.75 IE -out: 4834.60 LO O) O) 00 It II w J w a N c0 � N N N O L0 N 00 n �� c0 O II II U In 00 00d qt Lr) d O + II a0 New 8" tee II II ¢ II ¢ > W w II U~i J New 14x14x8 tee U~) > W w/ (3) valves 11+00 Finish a > a > a grade 2400 New FH Ir STREET -0.44% 1 0.40 &- o 5' min D Q D ZO "O r- � 6 00 00 3+00 ALLIANCE CONSULTING ENGINEEJLO.S, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 bend MH 13 a - ASTA: 3+53.02 5.00 L Rim: 48 t8.21 IE -in: 4338.78 ____7F -out: cON �� .� 000 000 ON O0It It0000 0000 00 Co 0000 0000 Co 00 Co 00 4+00 5+00 6+00 00 00 II J W a MH7 5'dia 74 7.00 L_. Rim: 4849.44 IE -in: 4834.75 IE -out: 4834.60 LO O) O) 00 It II w J w a N C _ O � � U + 00 0 - O d 00 m n �� O II II U > 00d qt W 0 O U) W a a0 New 8" tee W w/ (3) valves N 0 D Z C �7 0 M D r 0 r n O V1 0 O O �V �b 0 U) 0 m m W O IAV l�Vy b 00 0 mN O -i X r�r� C5 C'4 D 0)N r � O Z b O I� O O Plug,-,ap, block O and p Ovide temp blow -off Adjust waterline 140 LF 8" PVC =0.4% to go under plug and cap storm line O� �� O� 00 d 00 O� 00 d 00 �0 �� n �� N� �t� 11) Co 00d qt tn� d rhe d -� ��� 7+00 8+00 9+00 10+00 11+00 2400 WEST STREET D Q D ZO � <' W m OD 00Ln ao 00 (i O '' D 01 01 0 _0 _0 1 Cl) Q Q ;: m n Q In f m �' m Z O U J z O 0 m X -0 m Z X nZ m Z X M X U) _U Z_U rn Dm r m -0 Un -0 m Wm � Un -0� 70 m m M C) ;;a 0x X UnX D� -4 � M X MX ; cD ,� Q N O o N N N 1 O-1 O _f, -0 m -u Un cn C/) O m m O � O v M- (n * (n M_f O -o 1= Z G7 O Z D O ca v>Ur) D Z cn G7 Z G7 00 00 Z =Z 0 0 0 r- U) O XO Z �Z m �) CD M O0 m m 0 M r M O r O Q Q_ C) D D ZM L 70 O 0* z� -,0 0 z0 (n 0 n O O (n r = -I Or m r -' 0 D D M -0 D< m m rZn- < Dn O � Z D � O M Z Un � M X N p C7 �) Cl)V Z �! m 1= 0 r M D r n m O O D 0 Z D M M i _ 00 M < 0 70 M rzn �. co N M w M M D (D f� 70O \ m r- 70 I �O C 0� 70 � 0m W m m r N W m D r � D m W m Z_ N -o m m D m C7 � PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 N EAST OF THE BO SE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY 24 0 0 / 24'70 WEST CONSTRUCTION PLAN AM FINAL2. DWG REVISION N �- 4, �OCfl ��i I/j D 41 m + cn 41 + 4847.4 I �90 0 4848.34 0 3' 00 co 00 cn co W 4847.5 W (A ;u 4847.1 < < 0 4847.74 --- I :7 < cn m O g 0 R Q' + 4847.3 Z� Q- * Z oWD(A00OQ' \(D z 4848.47 0') N 00 CD + 4847.1 < X ° o Q :� < x 70 04847.94 O a -a o(- Q N X z O r -r O 0 T1 -0 2� o3o o CD m �a M I/j D 41 m + cn 41 + 4847.4 I �90 0 4848.34 0 3' 00 co 00 cn co W 4847.5 W (A ;u 4847.1 4847.47 cr-KrA1 z m STA: 5+15.05 a o o ct)8 II 0 --- I :7 < cn I I,.3 D= O g 0 R + 4847.3 �Oo-P-OQ * Z oWD(A00OQ' \(D z 4848.47 0 N 00 CD W < X o 0 Q :� < x 70 �� Q N X z O r -r O 0 T1 -0 2� Z o CD m M I 0 C O — Z n Q n I Q ' 4847.8 m Q D 4848.27 o M M M O N W D mm�pu 3 v O � (n m X 1 D z o 3 M, C �; CD L c )ZD co C7 )CO pa0+ W poo41-P- )pr + 4847.4 °�° � U) ::E 0 w � 0 4848.07 iv Z OZ m Z O cn-0 w cn Dm r -0 N-0 m cnm M m v W m X C" - 0 X cnX D�u m;u X mX ;u 0 � 1 O -jO c (n —1O m 4847.3 *cn O cncn ' cn 4847.87 my c/) =z v ;u0 m- �0 4847.1 4847.47 cr-KrA1 z m STA: 5+15.05 a o o Ay 0 0 --- I :7 < cn I I,.3 D= Q (D g 0 R rt-p�00+ 4, D �Oo-P-OQ * Z oWD(A00OQ' \(D z cf) O c0 �I (,W N .000 CD W < X o 0 Q :� < x 70 �� Q At PVI STA = 4+33.75 PVI ELEV = 4848.61 z N 0 M D r • •. 0 Lai ALLIANCE Clf%--`)NSULTING ENGINEEISv INC,, 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 4850 Tie to existing st4b — 4840 tXIST mrizz STA: 0+45.7 10 Rim: 4847.85 DATUM ELEV IE—exist: 4843.35 4835.00 O o6 o6 00 00 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 --- I :7 < cn M Q (D g N m D 0 S z cf) C) D r :3 fi � CD W 0 � N I Z � CD N X z O r -r O 0 T1 -0 2� Z o CD m M 0 C O — Z n Q i CD Q ' C U) m Q D o M M M O N W D m O � (n m X 1 D z M, C �; CD L � )ZD co C7 )CO O ;u W )pr � U) ::E z N 0 M D r • •. 0 Lai ALLIANCE Clf%--`)NSULTING ENGINEEISv INC,, 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 4850 Tie to existing st4b — 4840 tXIST mrizz STA: 0+45.7 10 Rim: 4847.85 DATUM ELEV IE—exist: 4843.35 4835.00 O o6 o6 00 00 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-+: --- I :7 < cn M Q (D g (/) m 0 0 z cf) C) G) :3 fi � CD a 0 Q_ N (T O cn CD O z O r -r O = Q O Z o CD CD M 0 C O — Z n C/) -0 i CD Q (T D Q CD o C Q Q m r+ m U� CD O PROJECT SCALE S UMMERFIELD SUBDIVISION DI VISION NO.6 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 C.'.'.00< ;:. 00< XXX 00< 00< 00< 00< 00< 00< 00< X � X m z 0 z C) m G) oo a O N 0 O z O = Z o O M M m n i o M 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 �FINALZDWG O II �1 O c y b CAD F— m c'j 0 O 00 0 M —i X �" 1 OW O D 0) N z c b o � o O b � o REVISION E%�NIIEEEA m m w OD oo a cn cn m ' o n n }� ?! o D m N o N I m m Z OZ m Z m cn-0 Z-0 m Dm r -0 N-0 m cnm M m X m X 0;;0 O;0 X cnX D�u m;u X mX ;u 1 O -jO c (n —1O m :EO *cn O cncn cn -p,-0 my c/) =z v ;u0 m- �0 m Xz D z z 0000 —m Z Z m 0 DX O O G7 m 0 g0 r M Ccn M O CO D om cn z� ,-.0 Z U) Z� � �7 O 0 cn II � m m m < co OC m r M _ M m iv ' D< m DO 0 cn c7 M Z cn XZ7 0 -p N O ;u (n (n Z r\ r � —4 r r °2n OZQ r ZOz 0 = W O �• N mw M —� m \ m r m M m I 0 -< Ocn m M> 5 OX C0 m D m r to N M CA D cn Z D _ U) D O M M REVISION E%�NIIEEEA 01 0 O O O w O O N O O O O O O O 4841 .3 4847.7 4848.0 4848.52 4848.0 4848.77 4848.0 4849.02 4848.0 4849.27 4848.0 4849.52 4848.6 4849.51 4848.0 4849.26 4848.3 4849.01 4847.8 4848.79 4848.2 4849.24 4848.5 4849.52 4848.6 4849.72 4848.5 z lD (D 00 (D mCR + O Q c - 3 Q, K: 00 u, V = ' N N ODD 00 V j O 0 WO�OCD II� II� c,,, ^ti O p 00 I<70 w o D Nrnro r+ w W w � \ U) II v z � D°' r O N x 0 m A m m Co � m Iia y O m � X CD X O m D 7 � � rt00+= m �I co ��N 0 cn N C I W CA f Q' O �a W D 0 1 r 4849.91 b 00 a 00 g� o � o PVI STA = 3+76.02 PVI ELEV = 4849.64 I STA: 2+67.21 Beain Road Construction PVI STA = 2+02.73 PVI ELEV = 4848.77 PVI STA = 1+34 PVI ELEV = 4849.38 00 0 N 0 m D r N I c co :E N i m (n u, :E U) :E (n N i D II� II� c,,, ^ti O S 00 I<70 y D I I O w m � � \ U) I z � D°' r N cn � N x 0 m -0 m m � m Iia y M ��o O ' c U) m D 7 � � m f O M O N W D X;10m O N I D z m c )ZD 00 )000 )CO O ;p OD 0m )pr �u)`: N 0 m D r Lai ALLIANCE CONSULTING ENGINEEIRS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 4849.52 4848.0 4848.76 4848.2 4848.73 4848.2 4848.93 4848.3 4849.13 4848.3 4849.33 4848.4 4849.53 4848.4 4849.60 4848.4 4849.40 4848.4 4849.20 4848.5 4849.00 4848.6 4848.80 4848.6 4848.96 4848.7 4849.16 4848.8 4849.36 4848.8 c co :E N i m (n u, :E U) :E (n i II� II� c,,, ^ti O 00 I<70 y I I O X \ U) D°' r N cn � O I �-J I Iia L/ m m Iia y � O 7 � � f i rn Lai ALLIANCE CONSULTING ENGINEEIRS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 4849.52 4848.0 4848.76 4848.2 4848.73 4848.2 4848.93 4848.3 4849.13 4848.3 4849.33 4848.4 4849.53 4848.4 4849.60 4848.4 4849.40 4848.4 4849.20 4848.5 4849.00 4848.6 4848.80 4848.6 4848.96 4848.7 4849.16 4848.8 4849.36 4848.8 PVI STA = 0+61.53 PVI ELEV = 4848.58 0 0 rt mm =a- 0 O OL' C:3. a - PVI STA = 5+55 PVI ELEV = 4848.78 DQ D Z ,+ O Q N CD Q CD m m O OD 00 00 00 Ln Ul r+ v < ,'.: , p (D (n ' Q Q- CSD # cn cn m I D m N m Q cn (n m cn m (T O U) CD Q V O � O (D O - c 0 m m m z Oz m z m U) _U zm m Dm r m cnm m cnm M -0 U x � x m m x m x 0� 0x x cnx D� m� x mx 70 CD Q cn O N ::E cn I C) -j O U) cn � O ::EO C/5 ::E (n O m �-o mm W� m v mm m -i m `< CD z O z > C/) Cf) z z 00 00 z =z D O �O z �z m Q Q_ O m O Dal O O 0 �m m 0 =0 _Z r m rm G7 rG� zm � 0 0 z �0 z0 N z o Q Q O O U) D -i � K -4 O D D Cl) m-0 m m< o0 r+ x zz D 0G� M z cn m m .o m �n X �U o z m m r 0 r < m D r 0 00 D Oz D � m 0 m m O x -j m 3 N m X -� X M � m r 1 v0 mD Ocn OM W m m r- N m D _ D z m D ::E m m O � 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 860 SOUTH/ 2325 WEST CONSTRUCTION PLAN AM FINAL2.DWG C) FT] REVISION c co :E N i m (n u, :E U) :E (n i II� II� c,,, ^ti O 00 I<70 y I I O X D°' r N cn � O I �-J PVI STA = 0+61.53 PVI ELEV = 4848.58 0 0 rt mm =a- 0 O OL' C:3. a - PVI STA = 5+55 PVI ELEV = 4848.78 DQ D Z ,+ O Q N CD Q CD m m O OD 00 00 00 Ln Ul r+ v < ,'.: , p (D (n ' Q Q- CSD # cn cn m I D m N m Q cn (n m cn m (T O U) CD Q V O � O (D O - c 0 m m m z Oz m z m U) _U zm m Dm r m cnm m cnm M -0 U x � x m m x m x 0� 0x x cnx D� m� x mx 70 CD Q cn O N ::E cn I C) -j O U) cn � O ::EO C/5 ::E (n O m �-o mm W� m v mm m -i m `< CD z O z > C/) Cf) z z 00 00 z =z D O �O z �z m Q Q_ O m O Dal O O 0 �m m 0 =0 _Z r m rm G7 rG� zm � 0 0 z �0 z0 N z o Q Q O O U) D -i � K -4 O D D Cl) m-0 m m< o0 r+ x zz D 0G� M z cn m m .o m �n X �U o z m m r 0 r < m D r 0 00 D Oz D � m 0 m m O x -j m 3 N m X -� X M � m r 1 v0 mD Ocn OM W m m r- N m D _ D z m D ::E m m O � 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 860 SOUTH/ 2325 WEST CONSTRUCTION PLAN AM FINAL2.DWG C) FT] REVISION NE11110.00JA v m r!� II� II� c,,, ^ti O 00 I<70 y N O X D°' r N cn � O TJ m m y � O NE11110.00JA O m Do C � 4848.0 O A oo cn O 4848.6 0 O O O 4847.7 4847.7 O �h 1110O d D 4847.6 d D h 4847.8 4848.4 (Z5 4847.8 00 00 4848.0 0 0 4848.5 m o Q � �3 01)� 0 u 4848.1 _(D Q I I 4845.1 N 4848.0 Prto, D 4848.2 00 Cn00 A Cn c cW N D (J1 D p 0 O m Do C � 4848.0 O A oo cn O 4848.6 0 O O O 4847.7 4847.7 O �h 1110O d D 4847.6 d D h 4847.8 4848.4 4847.8 4848.4 0 + 0 4847.3 4847.7 �h d D 4847.6 4846.0 D h APA7 7 �C O 00 cn O 41o pc Jci+ © �I N cn 00 9. 4 ENGINEERS, INC,,, 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 W 00 cn O + 0 T, O a a WA .i� Cblz! O co 00 4848.1 0 0 4848.8 4848.1 4845.8 4848.2 r o co O 4848.0 cn < in� Ln A3 0 �@ v U7 CA 00 Ln 0 a DJ E 0 cn r 0-0 N Q � 0 0cn �.. N Co 41c Ln O J 0. n _ I DD �h D D cD D D D I x X Q � 01)� 0 u _(D Q I I D Prto, D Cn00 A Cn c cW N D D p D c� Q m oo OD OD OD tT A a D K m I ( o O N I I m x �' O I o U V 1 �rn U) (n X _ 0 0 N I o o o o ':-J 0 m a a I Q Q- a a I �C O 00 cn O 41o pc Jci+ © �I N cn 00 9. 4 ENGINEERS, INC,,, 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 W 00 cn O + 0 T, O a a WA .i� Cblz! O co 00 4848.1 0 0 4848.8 4848.1 4845.8 4848.2 r o co O 4848.0 cn < in� Ln A3 0 �@ v U7 CA 00 Ln 0 a DJ E 0 cn r 0-0 N Q � 0 0cn �.. N Co 41c Ln O J 0. n _ PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 5-2015 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOfSE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY GRADING/ DRAINAGE PLAN AM FINAL2.DWG REVISION I I 1 I 0 z I DD �h D D cD D D I x X Q � _(D Q I I D D D D p D c� Q m oo D K m I ( o m �' O I o V 1 �rn U) N X _ 0 0 N o o o o o I � m a a a a a 7 m 7 m I 7 m 7 m 7 m (� n m D 3< < 3< 3< 0 0 0 m °c m m� m °c m °c r m < Lo m m x m c: x 3 < < < < < m m (D r 0 c Z � 0 c 3 ;;o 0 c 0 c ;u � 0 0 c 0 o o � � O� m m ( �) m 0 m m W O C. (n m z0 � Z M K O CD 0 O C Z Zp Q Z C X 0 r 0 --j O --jm O m Z m 0 CZ cc N 0 � o m O =r jcn O `� = O < N O O < 3 O O < 3 O C) < C C) -'� �� m C m Q cn �, E Q cn cn r- a cn to o_ to `" Q `" cn < x o N `(n° N N D m r C o v rn A m D N -� A D o D w D w rn D .f7 �. 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L \0 — — — F - — l 2 h g 10,154 s.f. c w \ — / \ s w � \ � � — — — 11,462 s.f. m — 42,292 — i_ w co 0 m mix — _ � z / 4 00 11,718 s.f. �✓ xO / �\--- 12,155c� w \ i sw F 1 8 PVC \ 7 S a 00 10,704 s f s w s w / 8 071 s.f. S g 8,191 s.f. PIPED C 0 0 DITCH i — 15 9,647 s.f. 10,244 s.. 13 12 s w 8,721 s.f. 9,330 s.f. 8 w sw sw wgTFR ��J 8 0 — — — — — — — — — J s w I— s w swws s wws sww s 2 27 15,862 s.f. 26 Q 13,882 s.f. W Loll o / 1 / q X \ (D 0) /24 o' jam— / N 25� 0 z / N / / (D 0 rt / (D 26+ i r m X :r 41rt /I / oc C \ _ _ J m 2 (n '05 O O J / mzD/ c - / 27 0 OOT Q 0 / m;0\ c i i N i � N 00 � .y..,�;. z am 0 EXISTING 30" SQUASH PIPE ALLIANCE CONSULTING 113 9 ���v ENGINEER 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 (435) 755-5121 mW C4 O 0 (D f?l D nl , O O Z5 0 000 4,o (A po� r0r O(),O\ uh (D �(D o 00 3 3 O< CA x X Q csW � � 77- Q O o o O =r N m W Q\x J a o I o / I I1 N C4 O 1 fv (D f?l D nl , O O Z5 0 0 3 4,o (A po� r0r O(),O\ uh o� �N(� O(D 00 Q x csW o o N )ID Q\x I N � 0 0 cn _ 0 0 -a -0 -1 fi , O O Z5 W * o Do W � po� r0r O(),O\ (D O O O o zr Q Q_ Q (D W O c Q (D ::E 0 3 0 0 -0 < m Q X 00 41 07 m pp -P, — Q_ 00 0o a \ ox O cri o C4 O m 00 w L4 N PROJECT SCALE DATE S UMMERFIELD SUBDIVISION DI VISION NO.6 7-2019 SE 4 SECTION 26 TOWNSHIP 6 NORTH, RANGE 39 EAST OF THE BOfSE MERIDIAN, CITY OF REXBURG, DRAWING MADISON COUNTY, IDAHO DRAWN BY IRRIGATION DITCH IMPROVEMENTS AM FINAL2.DWG REVISION O 0 �0 TJ M G5 G5 O 0 D Z c- co �7 0 C nC7 O z 0 0 0 C C Z7 � z 0