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PZ - Civil Innovation Preliminary Engineering Plans SOVI.ENGR.5.30.15SOVI SUBDIVISION MERIDIAN, IDAHO - 2015 SOVI SUBDIVISION LOCATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION 29, T.3N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO Boz 40 20 0 40 80 MEDFORD PLACE SUB. NNOv P\ NORTHN HORIZONTAL SCALE IN FEET I I 0 � ' I _ �I 0 S 89-37'10",,E 630.00' ° 32.00 32.0 ' 2.00' 32.00'32.00' 2.0 \ 32.00' 32.00'4.00' \ 4. I BLOC 1 \ w 43 s I o 0 0 o 34 3 0 3 0 3 0 0 39\ 0 40 0 C 4� C 33 I o\ o 0 0 0 38 0\ 0 0 0� o\ o Cn ><32.00' 3 .00' 1 32.00' \1 32.00' 1 32.N' 32.00' 32.0 ' 34.00' \ 34.00' �? W W \ \ _E. IONIA CT. _ _ \ s SMH#5 SSMH#3 ► 1 - S- SD ss D p D S D Lj 100.00' \ j 100.00' 10 91' \ n CJC 26'j! \ 0 1 \ \ C \ 0 .S I - M o �U) \© \ cn ov �( X \ 14 100.0 \ \ \ ss 2� \ \ 100.00' 105.86' co aD � O CD 1oo.00 Q ' \ \� \ BLOCK 1 � ss \ \ � ° 100.83' \ 110.8T 1100' \ 18 CDCD 0 - o N M \ 102.00'- 11.6' 3 112.00' � 0 \ \ � \ 10 \\ 19 \ CO ® \ \ \ �,00 119.0 ' 20. _ y102.00'- -- 105.83' IV IV N 89°37'16" W 630.00' � I~ MESSINA VILLAGE NO. 1 /J C �\ / C� \ E. ROME DRIVE SSMH#1 E. FALCON ST. \ I� 0 1-02 . 00 o Ch�� J-0 1 \ ,• I I � \ I 5 0' o LLJ / s v 10 .\ � I� I \ -EP �\ \ I1 0 1. _\SII o \ \ P ff 2620 s I (� 1 CJS T o IOW C OCK 1 \?619 \ W00, I C� X - - 95-0(! s P ° o a o a \ 0 ---- I x 124.60' \ (a) I 131.15' x I 138.57' -2 .OD-' /EGRESS EASEMENT 'LAT OF MESSINA E SUBDIVISION NO. 1 \ \\ I -W W \ I TYPICAL LOCAL STREET SECTION S. MILAN AVE AND E. IONIA CT. (N.T.S.) C:\Civil Innovations Projects\2015\15-0501-Sovi\200 - Construction Drawings\201 - Base\15-0501-Base-ENGR.dwg Last Saved: 05/30/2015 2:05 pm VICINITY MAP N.T.S. SOVI SUBDIVISION SHEET INDEX 1 OF 2 2OF2 ENGINEER CIVIL INNOVATIONS, PLLC CONTACT: BEN THOMAS PO BOX 170811 BOISE, IDAHO 83717 PHONE: (208) 884-8181 CONTACT: JIM CONGER 4824 W. FAIRVIEW AVE. BOISE, ID 83706 PHONE: (208) 336-5355 SURVEYOR SAWTOOTH LAND SURVEYING, INC. CONTACT: CARL PORTER, PLS 2030 S. WASHINGTON AVE. EMMETT, ID 83617 PHONE: (208) 398-8104 C.200 PRELIMINARY ENGINEERING PLAN C.201 PRELIMINARY PROFILES LEGEND BOUNDARY LINE RIGHT-OF-WAY LINE CENTERLINE PROPERTY LOT LINE - - -EP- - - EXISTING EDGE OF PAVEMENT PROPOSED VERTICAL CURB PROPOSED VERTICAL CURB/NO GUTTER PROPOSED ROLLED CURB EXISTING 5' CONTOUR EXISTING V CONTOUR --- ------ ----- DRAINAGE SWALE -� PROPOSED STREET SIGN + EXISTING STREET SIGN 0 \ EXISTING STREET LIGHT DIRECTION OF SURFACE FLOW Cj 15 -0501 -Bas DWG FILE 34.86' DESIGNED BY 32.Q ' ,_ 2.00' BT CHECKED BY a LU Cr = 0 05/30/2015 n 1"=40' VERT. SCALE m J O rl_ T T T � CC) F7- T 1 I -T U 00 0 CC) aCDCn T XQoo m > O W � W U Z�mo� z to U z CN o \ Lu -2 l � ¢ W d > \I o 35.02' 32.00' \ Vi cc::,) O H O > > o SSMH#6 F- = p U CD Uj W s S S I E N A �I 32.00' 32.00' O ELEMENTARY (n < C) SCHOOL o oWw cliCrz 0 \ ® o 0 CD o o oM 0 � Zoo to 0 0 0 �ED W \ o O o= 2609 N co WW m w� �z N 32.00' 32.00' 0 z 0 0 zI N co \ o 0 0 S 89-37'10",,E 630.00' ° 32.00 32.0 ' 2.00' 32.00'32.00' 2.0 \ 32.00' 32.00'4.00' \ 4. I BLOC 1 \ w 43 s I o 0 0 o 34 3 0 3 0 3 0 0 39\ 0 40 0 C 4� C 33 I o\ o 0 0 0 38 0\ 0 0 0� o\ o Cn ><32.00' 3 .00' 1 32.00' \1 32.00' 1 32.N' 32.00' 32.0 ' 34.00' \ 34.00' �? W W \ \ _E. IONIA CT. _ _ \ s SMH#5 SSMH#3 ► 1 - S- SD ss D p D S D Lj 100.00' \ j 100.00' 10 91' \ n CJC 26'j! \ 0 1 \ \ C \ 0 .S I - M o �U) \© \ cn ov �( X \ 14 100.0 \ \ \ ss 2� \ \ 100.00' 105.86' co aD � O CD 1oo.00 Q ' \ \� \ BLOCK 1 � ss \ \ � ° 100.83' \ 110.8T 1100' \ 18 CDCD 0 - o N M \ 102.00'- 11.6' 3 112.00' � 0 \ \ � \ 10 \\ 19 \ CO ® \ \ \ �,00 119.0 ' 20. _ y102.00'- -- 105.83' IV IV N 89°37'16" W 630.00' � I~ MESSINA VILLAGE NO. 1 /J C �\ / C� \ E. ROME DRIVE SSMH#1 E. FALCON ST. \ I� 0 1-02 . 00 o Ch�� J-0 1 \ ,• I I � \ I 5 0' o LLJ / s v 10 .\ � I� I \ -EP �\ \ I1 0 1. _\SII o \ \ P ff 2620 s I (� 1 CJS T o IOW C OCK 1 \?619 \ W00, I C� X - - 95-0(! s P ° o a o a \ 0 ---- I x 124.60' \ (a) I 131.15' x I 138.57' -2 .OD-' /EGRESS EASEMENT 'LAT OF MESSINA E SUBDIVISION NO. 1 \ \\ I -W W \ I TYPICAL LOCAL STREET SECTION S. MILAN AVE AND E. IONIA CT. (N.T.S.) C:\Civil Innovations Projects\2015\15-0501-Sovi\200 - Construction Drawings\201 - Base\15-0501-Base-ENGR.dwg Last Saved: 05/30/2015 2:05 pm VICINITY MAP N.T.S. SOVI SUBDIVISION SHEET INDEX 1 OF 2 2OF2 ENGINEER CIVIL INNOVATIONS, PLLC CONTACT: BEN THOMAS PO BOX 170811 BOISE, IDAHO 83717 PHONE: (208) 884-8181 CONTACT: JIM CONGER 4824 W. FAIRVIEW AVE. BOISE, ID 83706 PHONE: (208) 336-5355 SURVEYOR SAWTOOTH LAND SURVEYING, INC. CONTACT: CARL PORTER, PLS 2030 S. WASHINGTON AVE. EMMETT, ID 83617 PHONE: (208) 398-8104 C.200 PRELIMINARY ENGINEERING PLAN C.201 PRELIMINARY PROFILES LEGEND BOUNDARY LINE RIGHT-OF-WAY LINE CENTERLINE PROPERTY LOT LINE - - -EP- - - EXISTING EDGE OF PAVEMENT PROPOSED VERTICAL CURB PROPOSED VERTICAL CURB/NO GUTTER PROPOSED ROLLED CURB EXISTING 5' CONTOUR EXISTING V CONTOUR --- ------ ----- DRAINAGE SWALE -� PROPOSED STREET SIGN + EXISTING STREET SIGN 0 \ EXISTING STREET LIGHT DIRECTION OF SURFACE FLOW Cj 15 -0501 -Bas DWG FILE J DESIGNED BY BT mi BT CHECKED BY a LU Cr = 0 05/30/2015 n 1"=40' VERT. SCALE m J O rl_ T T T � CC) F7- T 1 00 M O CD O -T U 00 0 CC) aCDCn T XQoo m > O W � W U Z�mo� z to U z Lu -2 CONAL Et� C,JS TZ 62 0 F Z�\� \SIN P w�Lu�o 0 15 -0501 -Bas DWG FILE C.200 DESIGNED BY BT DRAWN BY BT CHECKED BY BT LU Cr = 0 05/30/2015 HORIZ. SCALE 1"=40' VERT. SCALE m J zea o� to U z Lu -2 � ¢ W d > z¢z o Z O Z - Vi O H O > > F- = p U CD Uj W O (n < C) o oWw cliCrz Zoo �ED aLUIcC/) o= WW m w� �z o z Lr5 LU LU M w z Q = cr5 mz •L W Z��14 :Ll PROJECT NO. 15 -0501 -Bas DWG FILE C.200 DESIGNED BY BT DRAWN BY BT CHECKED BY BT ISSUE DATE 05/30/2015 HORIZ. SCALE 1"=40' VERT. SCALE None Cm200 SHEET 1 OF 2 SOVI SUBDIVISION MERIDIAN, IDAHO - 2015 Cj SOVI SUBDIVISION LOCATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION 29, mi T.3N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO J a n � � O T T T Q T � 1 Cs O 0 Q 00 a =_ x Q o 0 CD o m _ W LU U O O O m ?j NOAL 40 20 0 40 80 �I0 6' 2 I 2605 — HORIZONTAL SCALE IN FEET OF 4 2 0 4 s �fIN P. VERTICAL SCALE IN FEET LU -J LU _ p Cr 0 LU = m ~ J Z � d O Cn U z Z w O LU O Q LU LU a > Z ¢ z Cn C Z O Z - Cn O O > > d W � p U � � �O � Cn ¢oLL p Occ w w vi C z Zoo ED �� p LU w � m = p O H Z Z O C/) w J � L.L O Cl Q — f1 M � W Q Ca LU O CA ENGINEER LEGEND CIVIL INNOVATIONS, PLLC BOUNDARY LINE CONTACT: BEN THOMAS RIGHT-OF-WAY LINE PO BOX 170811 BOISE, IDAHO 83717 CENTERLINE PHONE: (208) 884-8181 PROPERTY LOT LINE PROJECT NO. 15 -0501 -Bas DEVELOPER — - —EP— - — EXISTING EDGE OF PAVEMENT DWG FILE C.201 DEVCO, LLC PROPOSED VERTICAL CURB CONTACT: JIM CONGER PROPOSED VERTICAL CURB/NO GUTTER DESIGNED BY BT 4824 W. FAIRVIEW AVE. DRAWN BY BT BOISE, ID 83706 PROPOSED ROLLED CURB PHONE: (208) 336-5355 EXISTING 5' CONTOUR CHECKED BY BT SURVEYOR EXISTING V CONTOUR ISSUE DATE 05/30/2015 SAWTOOTH LAND SURVEYING, INC. ""- --"-" DRAINAGE SWALE HORIZ. SCALE 1"=40' CONTACT: CARL PORTER, PLS —� PROPOSED STREET SIGN VERT. SCALE None 2030 S. WASHINGTON AVE. + EXISTING STREET SIGN EMMETPHONE: (ID 83617 . 2 0 1 PHONE: (208) 398-8104 0 � EXISTING STREET LIGHT DIRECTION OF SURFACE FLOW SHEET 2 OF 2 S. MILAN AVE. PROFILE 2625 2625 2620 2620 FINISHED GRADE EXISTING GROUND 2615 2615 II 2610 2610 opt STA 13+72.63 Co�SSMH#4 QJO RIM=2619.77 8"INV OUT(S)=2611.77 2605 g" PVC @0.40% g" PVC @0.40% STA 12+78.32 STA 12+08.19 SSMH#3 FSTA10+00.00 E. IONIA CT. PROFILE 2625 2625 2620 2620 FINISHED GRADE — — — 2615 2615 1.as°i° 2610 2610 — — EXISTING GROUND 8" PVC @0.40°� STA 10+00.00 O 8" PVC @0.40% 2605 SSMH#6 STA 11+87.21 2605 RIM=2610.00 8"INV OUT(E)=2606.32 SSMH#5 RIM=2613.42 LSTA 14+37.17 8" INV IN(S&W)=2605.59 SSMH#3 8"INV OUT(E)=2605.49 SSMH#2 RIM=2617.99 RIM=2616.67 EXISTING MH#1 8" INV IN(N&W)=2604.51 8" INV IN(N)=2604.15 8" INV IN(N&W)=2604.51 RIM=2612.91 8"INV OUT(S)=2604.41 8"INV OUT(SW)=2604.05 8"INV OUT(S)=2604.41 8" INV IN(NE)=2603.23 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 2600 8"INV OUT(S)=2603.13 2600 9+50 10+00 11 +00 12+00 13+00 14+00 E. IONIA CT. PROFILE 2625 2625 2620 2620 FINISHED GRADE — — — 2615 2615 1.as°i° 2610 2610 — — EXISTING GROUND 8" PVC @0.40°� STA 10+00.00 O 8" PVC @0.40% 2605 SSMH#6 STA 11+87.21 2605 RIM=2610.00 8"INV OUT(E)=2606.32 SSMH#5 RIM=2613.42 LSTA 14+37.17 8" INV IN(S&W)=2605.59 SSMH#3 8"INV OUT(E)=2605.49 RIM=2617.99 8" INV IN(N&W)=2604.51 8"INV OUT(S)=2604.41 9+50 10+00 11 +00 12+00 13+00 14+00 15+00 C:\Civil Innovations Projects\2015\15-0501-Sovi\200 -Construction Drawings\201 - Base\15-0501-Base-ENGR.dwg Last Saved: 05/30/2015 1:51 pm