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HomeMy WebLinkAboutPre-plat V1LINE TABLE LINE BEARING LENGTH Ll N89'26'04"W6.99 6.99 L2 S89'25'49"Ell.74 11.74 L3 NO'34'27"E12.04 12.04 L4 N89'25'33"W50.00 50.00 L5 SO.34'27"W11.74 11.74 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH Cl 85.68 190.00 25'50'10" S13'29'30"W 84.96 C2 76.48 171.50 25'33'00" S13'21'00"W 75.85 C3 33.28 208.50 9'08'40" S7'29'20"W 33.24 C4 53.08 208.50 14'35'10" S19'21'10"W 52.94 C5 28.27 18.00 90'00'00" S44-25-30"E 25.46 C6 28.27 18.00 90'00'00" S45'34'30"W 25.46 C7 15.99 23.95 3816'00" S18-3l'00"E 15.70 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C8 10.03 18.96 301 8'30" S6552'50"E 9.92 C9 44.91 55.00 46'46'50" N57'27'50"W 43.67 C10 119.67 55.00 124'40'00" N281 5'40"E 97.42 C12 13.55 28.00 27'44'10" S1317'40"E 13.42 C13 13.75 28.00 28'08'30" N14'38'40"E 13.61 C14 8.52 208.50 2'20'30" SI-44'40"W 8.52 aoW R/W aoW 11.0' 1 37.0' 1 11.0' 18.5' 1 18.5' C/L 2.0' 5.0' 1 6. 0' 2.0' 11 1 14.5' 2.0' 6.0' 1 5.0' 2.0' FLAT 29 29 FLAT CONCRETE SIDEWALK) 7.b" Oh ASFN Fr- MS CONCRETE SIDEWALK (PER ACHD SUP. / SP-3 OSG MIX (PER ACHD SUP. DWG. SD-7 09) J F�'� a �8 DWG. SD-709) 6' PLANTER 4" OF 3/4 MIP,1..;-..,,,,h::.. F 6' PLANTER W/ ROOT BARRIER 14" OF 6" VINJS NSF RUN W/ ROOT BARRIER 3" ROLLED CURB &GUTTER 33.0' STREET SECTION 37.0' RIGHT-OF-WAY 3" ROLLED CURB & GUTTER (PER ACHD SD-702) 1"=10' (PER ACHD SD-702) PRELIMINARY PLAT FOR ALAYAR SUBDIVISION SE 1/4 OF THE SW 1/4 OF SECTION 10, T.3N., R.1W., B.M. MERIDIAN, ADA COUNTY, IDAHO 2022 SITE DATA 1. PROJECT LOCATION: MERIDIAN IDAHO 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM 3. PROPERTY SIZE......................................4.68 acres 4. EXISTING ZONING...................................RUT 5. PROPOSED ZONING................................TN-R 6. BUILDABLE LOTS.....................................42 7. COMMON LOTS ............ ............................ 4.....(38,543 sqft) 8. AVERAGE LOT SIZE (BUILDABLE).........2,778 sqft 9. OPEN SPACE .......................47,530 sqft (23.57%) 10. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE -SUBDIVISION 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS. 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACRID POLICY. SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAY AND/OR COMMON AREAS. RETENTION PONDS WILL BE CONSTRUCTED IN COMMON AREAS. 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE - EXCEPTION. 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. 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805. 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE. 17. DIRECT SUBDIVISION LOT ACCESS VIA W. FRANKLIN ROAD IS PROHIBITED. 18. LOTS 13 AND 34 BLOCK 1, AND LOTS 1 AND 12 BLOCK 2 ARE COMMON LOTS AND IS TO BE OWNED AND MAINTAINED BY THE ALAMAR PLACE SUBDIVISION HOME OWNER'S ASSOCIATION. FEMA NOTE THIS PARCEL LIES WITHIN ZONE X: PER MAP NO. 16001CO250J, EFFECTIVE DATE 101212003. ZONE X: AREA OF MINIMAL FLOOD HAZARD BENCHMARKS TBM 1 - NO. 99G A SPIKE NAIL - EL=2648.91' TBM 2 - W.C. - EL=2651.30' TBM 3 - SPIKE NAIL - EL=2652.35' TBM 4 - #5 BAR W/CAP PLS 8793 - EL=2654.41' SHEETINDEX SHEET 1- PRELIMINARY PLAT SHEET 2 - PRELIMINARY SEWER PROFILE SHEET 3 - PRELIMINARY SEWER PROFILE 40 0 20 40 80 SCALE IN FEET 1"=40' GENERAL LEGEND FOUND ALUMINUM CAP MONUMENT $$ PROPOSED SEWER SERVICE 0 SET S/8IRON PIN"PLS Sp PROPOSED STORM DRAIN O FOUND 112" IRON PIN pl PROPOSED PRESSURE IRRIGATION oQ CALCULATEDPOINT PROPOSED CLEANOUT PROPERTY BOUNDARY PROPOSED FIRE HYDRANT EASEMENT - SECTION LINE ® PROPOSED GATE VALVE PROPOSED BLOW OFF CENTERLINE - LOT LINE \ /QB Q Q/ PROPOSED WATER SERVICE GI PROPOSED GRAVITYIRRIGATION MAIN O PROPOSED STREET LIGHT yl PROPOSED WATER MAIN PROPOSED PI SERVICE $ PROPOSED SEWER MAIN • PROPOSED SEWER MANHOLE 0 Q ct� PROJECT SITE U U Q J m J Z Q J W N � I= N W. FRANKLIN RD. Z Cl of ti U U Q J 00 Vj VICINITY MAP 1"= 800' _2401- EXISTING CONTOUR LINE 55 EXISTING SEWER MANHOLE - S S- EXISTING SEWER MAIN © EXISTING CLEANOUT - W W - EXISTING WATER MAIN EXISTING FIRE HYDRANT UP EXISTING UNDERGROUND POWER -0\ EXISTING STREET LIGHT OP EXISTING OVERHEAD POWER Qb EXISTING POWER POLE IRR EXISTING GRAVITY IRRIGATION ® EXISTING WATER VALVE X EXISTING FENCE EG EXISTING EDGE OF GRAVEL IR EXISTING IRRIGATION MANHOLE OW EXISTING WELL ID EXISTING TELEPHONE PEDESTAL UTILITY REPRESENTATIVES UTILITY REPRESENTATIVE PHONE GAS INTERMOUNTAIN GAS (208) 377-6839 ELECTRICITY IDAHO POWER (208) 388-6320 TELEPHONE CENTURY LINK (208) 385-2144 SEWER MERIDIAN PUBLIC WORKS (208) 887-1297 WATER MERIDIAN PUBLIC WORKS (208) 887-1297 ROADS ADA COUNTY HIGHWAY DISTRICT (208) 454-8135 IRRIGATION NAMPA-MERIDIAN IRRIGATION DISTRICT (208) 388-6346 FIRE MERIDIAN FIRE DEPARTMENT (208) 888-1234 1/4 CORNER CP&F NO. 2018-088996 II 10 15 9 16 CP&F NO. 2018-016068 0 Cn - = N a� Of i 0 0 n 0 w ZO Z w U n z r LLJ w o N wLLJ mm� m Cl.- 0 CL 0 LLJ o CC LL CC z 0 w ¢ Z 0 ¢ n - z o z w ¢ = N r LLJ n o ¢ r w¢�zm��j -w ¢ o Z U-1 w N J N 0 W -1w O Z m m J H CC S z ¢= N J Q a- U QS CL w p z o V :3 = O Z ¢ O :3 N O Q U) N O V Z V7000'�=� U CC z LL ci� z O z O F- U) i _ r ry U Z cc Q J � W Q � Q S. BARAYA WAY C 887 ►/22 0 F \i Project No. RSC 21-07 Drawn By: JEC Date: January 7, 2022 Sheet No. 1 1 of 3 U) 0 O I _O CA SSMH D1 SSMH C1 Nj B PI - - - PI PI PI B PI X PI d 'PI �� PI J PI B N Of F -1� 7 N 3 SSMH B1 26sO LOT 12 11 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 4,004 SF \ LOT 34 LOT 33 I LOT 32 LOT 31 LOT 30 LOT 29 LOT 28 LOT 27 LOT 26 I gN 2LOT 2L�OT 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,310 SF 2,520 SF 2,643 SF 3,500 SF 3.360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF 4,005 SF 26 c I o / N I J/ - - - - - - - - ---- -- -- - - - - - - ---- -- -- --- -- -- -- ------ -- -- -- ------ -- -- -- B N SSMH A6 g w } N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N I w w w w / S SSMH AS - - g 11+0� S S S w w w w w w w - - SSMH A3 - S S S S SrSSMH 9 N1+OO N N N 9+00 N tNi> N 6+00 N N NO SSMH A4 N Ni+00 N N 5+00 N ,N„ 4+00 N ,N„ 3+00 N N 2+00 N A2 3 C N O O A j X / LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT g LOT 10 LOT 11 LOT 1271F 14 LOT 15 LOT i6 LOT 17 LOT 18 LOT 19 0 LOT 21 22 - LO 23 �- LO 24 - -LOT 25 -SSMH Al N - °�' m' 3.360 SF- - -LOT 3,360 SF- -LOT 3,360 SF- r 29,376 SF 2,367 SF 2.170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,170 SF 2,310 SF SF 3,360 SF 3,360 SF 3,360 SF 3,360 SF L 3,360 SF - 3,360 SF- 3,360 SF- 3,500 SF- SSMH EXISTING I vN. O s r o y✓ J J 2649 - J J 2650 - J J J .a g-N 3 ,/r`\\� PI -------- PI PI PI �_ PI. PI 29 ,376 SF / t 0 3 z w 3 PI Fe .9 dPI Es �pPI Eb LFA A� A 2644=2645 - 2650 / 2643 2645 I @� w g 0 2642 2641- I u U 2640 �• 2640 - 2640 - 10 2645 2645 - ai ei al 2650 2650 O 81 81 91 I M M N N ~ O Z . . U o I n z r w o N N o�0ma-o ¢ C) � o � ¢ RSSiCJ z wQ=N�� o z -cn oQ� � � U 40 0 20 40 80 V O W!5; J w J SCALE IN FEET z ¢ = N J Q c> 1"=40' NAVD 88 DATUM a z o J w z o o = O SCALE � o � U) o a, Cn0 �U LL 2664 ORIZ.: 1" = a ' 2664 ~ z a- z ;E o 2660 2660 o F�� cV O O C5 in X+0 2656 Or1l LO _�"75.e 2656 J O ON�M 0 o0 O D000 NMNNN _�� aO04 O N 00 00, O) C9 O) N 06 ro + NLf) � 0 Q 0 �� o rn N a7 0c3i ^OWN ATURAL GROUND 2 gam» NNE z / -� I I Cl) 2652 �N°Iq + MH Q�+�Zj T CENTERLINE PIPE NinWzz- 2652 M rn� � w L ��N O _ _ I I m Cp(pN 2 ..N NFL > N��>> cncno-?? I I W Q±�NH �(N cy Z Q �04 Nz0 NNE �- I I F� Cn 2648 2 �a� „ 0 > N V) m» FEzz -- - -- ---- - - I I II 2648 tNnv~i�?? = -_ II II Q J LLJ 2644 II 2644 z � II II o I 385 L.F. 8"0 PV 00.40% II a 2640 J 225 L.F. 8"0 PVC ® .40 % II I I 2640 z 68 L.F. 8"0 PVC ® .40% 334 L.F. 8"0 PVC ® .40% I I I I II 2636 FUTURE CONNECTION I 12636 - SS\(jNAL 12" C-900 GIRR PIPE Q)��4, 40 L.F. 8"0 PVC ® 0.40% `v 17887 2632 2632 TI /� ., LLJ f FAR/rT KE��F 2628 Eli 2628 rjecl No. RSC 21-07 Drawn By: JEC Date: January 7, 2022 2624 2624 Sheet No. SEWER PROFI E 1 2 10+00 8+00 6+00 4+00 2+00 1 2 at 3 26561 12656 2654 O r 0i M (N O O 0 2654 _ Va N?O _ M,Wa 8:1 M0 ro �_toYN \ (n \-- Hl» —ZZ m+ O� Nt0 mo 2652 N > m 2652 _ _ 2650 2650 2648 2648 2646 2646 2644 2644 2642 2642 2640 2640 2638 .0 PVC ® o. 0% 2638 2636 2636 SEWER PROFILE B 2+00 2654 2654 2652 1- 00 � O lc> — —'* 2652 N^L O0 Mu1� OYN Q+t O)ON N H NZ� + N O H OI�cD �D 2650 N�> m 2650 2648 2648 2646 2646 2644 2644 2642 2642 2640 85 L.F. 8"0 vc ® o.so 2640 2638 2638 2636 SEWER PROFILE 2636 2634 2634 C 7+00 2652 O O 2650 O N � N Lq lfim 7�N N O N 00 N ? O 2648 2646 2644 2642 2640 2638 2636 2634 2632 PVC J >Y _ C N Vur N E - N m W >_ Jovo � O�v N V C Y X V/ Cr 3 ate u 3 I c 0 O 3 mZ 0 0 C N V`N w X 1y(1 U 0 N � W ZO C)W U Z owLLJa in1zwo\ w Ir m m C) o mow o LLJ C) z � o z n — z o z 20 0 10 20 40 < W N r w w ¢ _ SCALE IN FEET 1"=20- Z V7 U V w N J z m m m 5 Z Q= N J X 0 NAVD 88 DATUM a z o J ���zoo=0 SCALE a-� o U o N U O w m w C,= O v oov��� VERT.: 1"=2' ORIZ.: 1" = 2 Oar,)� � = a- 0 � O O 0 ID n 0 O N Cli N 2650 .54 H _ ^ N m O (n H A00 > in to d vz uJ — — — 2648 SEINER PROFILE D 11+00 LL O 2646 o m w =D IuJ Cf) 2644 Q Q z J Q J W 2642 Lu 2640 0 z U N a z 2638 O d ��SSVONAL � � F F� 17887 2636 TI 17122 z o41"aF tT KE��F LLj 2634 Project No. RSC 21-07 Drawn By: JEC Date: January 7, 2022 2632 Sheet No. 3 3 of 3