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PZ - Preplat SignedSEYAM SUB QI Of J Z 89 r _....� S89'20' 13"E 2706.28' 17+ 7 ' 16 — — UNPLATTED STORAGE CONDOS PRELIMINARY PLAT FOR SEYAM EAST VISION SUBDI SITUATED IN LOT 3 OF BLOCK 1 OF SEYAM SUBDIVISION IN THE SOUTHWEST QUARTER, AND THE 1 SOUTHEAST QUARTER OF SECTION RANGE 1 BOISE MERIDIAN a - r a ............ ..... ......................... I . .......... .. ...... 2016 w ivc�� Lv I %.P VY 0»0..74 1 I to i It c NOV-�U 4L VY b.Sy. /4 9 42.00' 6 E. FRANKLIN ROAD U N P LATTED w' m m° � I � J o w e m c4 % ' In CO CO r N N ( ra f GSM a T CU 0 - .!� - SHEET INDEX SHEET NUMBER SHEET TITLE PP -01 BOUNDARY AND PROJECT INFORMATION PP -02 EXISTING AND PROPOSED CONDITIONS PP -03 SEWER PROFILES Z� S89020'42"E 2702.69' 9 10 16+1' 6 15 BOUNDARY LEGEND - Subdivision Boundary Line - - - - Section Line - - - Center Line Right-of-way Line - - Existing Parcel Line - Section Corner, as Noted - Quarter -Section Corner, Found Aluminum Cap 0 - Property Corner .. �O 1 111 1■' UNION PACIFIC RAILROAD iilr�rai I VICINITY MAP SCALE: 1 "=1000 r 0 100 200 SCALE IN FEET NOTES: 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. 2. ALL DRIVEWAYS PROPOSED IN THIS DEVELOPMENT ARE PRIVATE DRIVES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR PRIVATE DRIVES WITH A MINIMUM GRADIENT OF 0.40%. 3. ALL LOTS ARE COMMERCIAL LOTS. ALL LOTS TO HAVE CROSS ACCESS EASEMENTS FOR INGRESS AND EGRESS BETWEEN PROPERTIES. 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. 6. A PRESSURIZED IRRIGATION SYSTEM SHALL CONNECT TO THE EXISTING PRIVATE SYSTEM AND IS THE RESPONSIBILITY OF THE PROPERTY OWNERS. NAMPA AND MERIDIAN IRRIGATION DISTRICT PROVIDES IRRIGATION WATER TO THE SUBDIVISION, AND THE LOTS WILL BE ASSESSED BY THE IRRIGATION DISTRICT. 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE,. RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 10. IRRIGATION DITCHES THROUGH THE PROJECT SHALL BE PIPED WHERE THEY CROSS ROADWAYS WITH ALL STRUCTURES LOCATED BEYOND ANY PUBLIC RIGHT-OF-WAY. 11. BUILDING rSETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF DEVELOPMENT. 12. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE -SUBDIVISION. 13. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. 14. STORMWATER DRAINAGE EASEMENTS SHALL BE RESERVED ON PORTIONS OF LOTS FOR THE BENEFIT OF ACHD. LANDSCAPING OVER SAID LOTS SHALL BE MAINTAINED BY THE PROPERTY OWNER AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF THE STORM DRAINAGE FACILITIES AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR SEYAM SUBDIVISION. 15. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAPS NO. 16001 CO251 H, AND NO. 1600100252 G, COMMUNITY PANEL NO. 0251 H, AND 0252 G, WHICH BEAR AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. 16. ALL EXISTING STRUCTURES TO BE REMOVED. ALL EXISTING WELLS TO BE ABANDONED. U) zIX ®w wx - a. t- 0 Sww aU=F- 0w D C) 0 r �zZZ�w z 55 w �Wow5z oWzoaw c9 oz0 y L.Qw_�m NWo�� w u- 0 Uj =Walz �-�z¢o ®�UzjWP �Z�O� i--moo-O �QOa� V Q � 00 z �oZ 0Zw Jw wwOL0 _� F_=ads 0 OWNER LAND SURVEYOR TOTAL AREA: 22.98 AC. RONALD VAN AUKER MICHAEL BYRNS, P.L.S. FILE: 10 -16 -012 -PP -01 0 COMMERCIAL LOTS: 10 LOTS 2084 E. LANARK ST. J -U -B ENGINEERS JUB PROD. #: 10-16-012 0 AVERAGE LOT SIZE: SMALLEST LOT: EXISTING ZONE: PROPOSED ZONE: 89,717 S.F. (2.06 Ac.) 75,230 S.F. (1.72. Ac.) RUT, R1,IL C -G, IL 00 250 S. BEECHWOOD AVE. STE. 201 BOISE, ID 83709 208-376-7330 ENGINEER SCOTT WONDERS, P.E. J U -B ENGINEERS 250 S. BEECHWOOD AVE. DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- �ONEINCH INCH. CCOR E, ONE NGI LAST UPDATED: 10/31/2016 • BOUNDARY STE. 201 wz CERTIFICATION BOISE, ID 83709 LU 0 0 LAND USE SUMMARY OWNER LAND SURVEYOR TOTAL AREA: 22.98 AC. RONALD VAN AUKER MICHAEL BYRNS, P.L.S. FILE: 10 -16 -012 -PP -01 ANS COMMERCIAL LOTS: 10 LOTS 2084 E. LANARK ST. J -U -B ENGINEERS JUB PROD. #: 10-16-012 o : F �- ® 1 334 �f�lj��,�, ®: � OF ®oP� �� � AVERAGE LOT SIZE: SMALLEST LOT: EXISTING ZONE: PROPOSED ZONE: 89,717 S.F. (2.06 Ac.) 75,230 S.F. (1.72. Ac.) RUT, R1,IL C -G, IL MERIDIAN, ID 83642 DEVELOPERc1VIL RONALD VAN AUKER 2084 E. LANARK ST. MERIDIAN, ID 83642 250 S. BEECHWOOD AVE. STE. 201 BOISE, ID 83709 208-376-7330 ENGINEER SCOTT WONDERS, P.E. J U -B ENGINEERS 250 S. BEECHWOOD AVE. DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- �ONEINCH INCH. CCOR E, ONE NGI LAST UPDATED: 10/31/2016 SHEET NUMBER: BOUNDARY STE. 201 CERTIFICATION BOISE, ID 83709 208-376-7330PP-01 n L N LL P W ac ami L m - > Lu >, a m v N LL O LL LL v C cc co M 00 CO T ^O' N N ,C C95- p 0 o — c� p R/w ......:. :,... .................... — --- M _ ..... , . E ........._ ! ..:....:.,.. 979. 31 ..... ... .... _...._ . 0 343 .4 ® z z .. �- _ .. .... -. — _..... ....... ......... , 212 0 _ >_o Z) F- O QU ® mQ _ . =)U) . �W F_ w 212 0 0 -- C!, Q 21 , R/W ui ` --.- -�� <....._. ._ - � o ..........: . ' . _ _..._ ........... ..... �. l Lu - ... m EXISTING IRRIGATION r .. ..........._ EASEMENT = ... ..:. _...._ EXISTING IRRIGATION EASEMENT ,. EXISTING COMMUNICATIONS EASEMENT w� Block 3 ` 3 122511 sf r0 cn 4 2.81 Ac 75230 sf 75298 sf :.. ;( 1.73 Ac 1.73 Ac 75527 sf PO 1.73 Ac .... :_ TEMPORARY .... _.., —AROUND TURN t R/W ,: 3 47.9' SEWERYN w ,A 1 212 0' 213.1 ' j LO ro+oo ---�-�y --_.r_"..: 1+00 - . ,: ' 12+00 - --r 13+00 W 14+00 •'� swnn . _ I r :: �— 7.0' 5.0' 91534 sf L 3 v e a 2.10 Ac N N 91598 sf 2.10 Ac.... 90645 sf N 2.08 Ac SEYAM SUBDIVISION an 32.5' 20.5' 0 60 120 SCALE IN FEET 65.0' 32.5' 20.5' 5.0' 7.0' NOTE SEE SHEET PP -03 FOR SEWER PROFILES EXISTING I I *elm g, 9 UNPLATTED CURB AND GUTTER TYP. PROPOSED —s—s— w w �pm� — 0-- sD— 0— IV fiiju J -U -B ENGINEERS, INC. V • Z > C, Cn -a® M M 0 0) r-- M T UJ 0 O co 0? O W CV c j M N Z U N 00 00 M = .� .� O 0o 0 ® C\I }� z 00 L!J = LL 00 CO �O � N m NA I� 4 �Jy " OF _& �h SCOTT WONT U) awzIx w�-o- p www CL w W CO 0 cr 0 w O O C 9U) .-__ F_ F- NzaZ�w ZV5OU)UW SwW®wz �0LQWUJ Z AZO ci(L LL. Qw cWm Ww0< LLa:�U. -. :) !D W 0 0 =WZzz F-2ZQO ppWWF- < U- i f F -_ FO uj<0Q..� V¢�Oz pZCL WJI- tnW_00_ FILE: 10 -16 -012 -PP -01 JUB PROJ. #: 10-16-012 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 10/31/2016 SHEET NUMBER: PP -02 �r Q 0 W ® z z .. �- O Q �--- — U)z z _ >_o Z) F- O QU ® mQ V -J a- 0 =)U) �W F_ Z O , C!, Q z 2 CC CL ui _j W V Lu z Lu vJ m X w U FILE: 10 -16 -012 -PP -01 JUB PROJ. #: 10-16-012 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 10/31/2016 SHEET NUMBER: PP -02 2645 2640 2635 KleeMel 2625 ...................... ........................................ O I ............ ....................................................... ............................................................................ - ...................... I ............................................................................. 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I .................................................... ............. ................................... ................................. .................... ........................ ................ .................... ............. I ............................. .................. ................................... ........................................... ............................................................ ......... ......... 318.9 LF 0-41%*- 8 ...... .. .. L ....... ....... ....... ..... ............................. ...................................... I .... ......................................................... 321.3 LF 8" ®0.40% . . . . . . . . . . . . . . . . ..................... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . ...................... . . . . . . . . . . . . . . . . ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. . . . . . . . . . I ... . . . . . . . . . . . . . . . . ........... . . . . . . . . . . ..... . ..... ................. ........ ..........333.90.40% ... ............................. .... ...................................... ........ ....................................................................................................... ................... ................................................... ......... ...................... ......................................... ................................ ......... — ......... .......................................... I ............................................... ......................... .......... MH SSWR-2 ...... ......... I..MH .......... ................................................................................ . SSWR-4 ............. MH ............. ....................... ......... -STA: 1 6+85.31, .00' R .................................................. ........... MH SSWR-3 I SSWR-7 * .....STA: 13+60.01, 5.00 R ..................................................................... ....... —RIM: 2639.14 ................ I ................................. STA: 20+08.16, 5-00' R ........... ...... STA: 10+22.09, 5.25 R* ......... ...... RIM: 2640.45 8- IN: 2628.84 (E) RIM: 2639.82 ........RIM: 2638.02 ................... I ........... ............................................... 8" IN: 2627.44 (S) ............ ............. ................. 8- OUT: 2628.74 (W) ................................... ............. ....... 8" OUT: 2630.13 (W)........., 8" IN: 2625.99 (E) ................ ................ I ................ I ................ ...... I ......... ................ ................ I ................ ........ 2635 2625 SEWER LINE A 2650 2640 2635 2625 26202620 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SEWER LINE B 2645 2640 2635 2630 2625 HORZ 0 50 100 VERT 0 5 10 SCALE IN FEET J -U -B ENGINEERS, INC. (3 a5 Z > < W c) -0 ccf) (.0 'r) cy) 0 r�-: cy) 0 1— c) to q Lc:) P., r�' cr) 00 c\l cy) cl cm � Z V a) 00 co cm C) 0 (1) :3Q cm Z 0 W U5 = LL cl) CL O 0 U-) c\l NA (n Lu �D w (o w uj::) X F- 0 („)W00 =1 Z(OF-M Z < Z 3: w 060�sww 3WwFnEwz 0 u.) z 3 0 a LL 4� w zw oz00- LL <w s w 10 0 U) (L w < u- W m --) co) LCL)j 0 �- u- M—F-WLu00 w Lu Z Z >- :r Z Lu a Z Z < UJ CC Z Do 0 1-Z 0 z uj Z LL < a0CL::) w < 0 z 0 WLu z LLJ iu- (L U) W 0 0 mw mw 13:3: F- X (L FILE : 10 -16 -012 -PP -01 JUB PROD. # :10-16-012 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 10/31/2016 SHEET NUMBER: PP -03 O z 0 nz c > 0 F- < C/) W C) m c) _j _j < u- 0 cl) Lr - z (L I—< cl) 1<1 - Z � Cc w U.J < 3: UJI w cn >- ui uj U) U. 0 C) FILE : 10 -16 -012 -PP -01 JUB PROD. # :10-16-012 DRAWN BY: ---- DESIGN BY: ---- CHECKED BY: ---- ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE ACCORDINGLY LAST UPDATED: 10/31/2016 SHEET NUMBER: PP -03