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CC - Pre-platLINE TABLE LINE BEARING LENGTH L1 N89'25'33"W11.91 11.91 L3 NO'34'27"E5.35 5.35 L4 N89'25'33"W22.50 22.50 L5 SO'34'20"W11.74 11.74 L6 S1327'44"E3.01 3.01 L7 NO'34'27"E27.09 27.09 L8 NO'34'27"E16.43 16.43 L9 N89'25'33"W10.00 10.00 L10 NO'34'27"E19.19 19.19 L11 N89'25'33"W10.00 10.00 L12 NO'34'27"E16.43 16.43 L13 NO'34'27"E27.09 27.09 L14 S13'27'44"E3.01 3.01 L16 S89'25'33"E10.00 10.00 L17 NO'34'29"E18.77 18.77 L18 S89'25'33"E10.00 10.00 L19 NO'34'27"E16.43 16.43 L20 NO'3427"E21.34 21.34 L22 S89'25'33"E3.50 3.50 L23 SO'3427"W37.87 37.87 L24 S89'25'33"E5.00 5.00 CONCRETE SIDEWALK' (PER ACHD SUP. DWG. SD-709) 6' PLANTER W/ ROOT BARRIER 3" ROLLED CURB & GUTTER (PER ACHD SD-702) CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 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 71.31 208.49 19'35'50" S16'50'50"W 70.96 C4 23.57 208.38 6'28'50" S3'48'50"W 23.56 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 13.39 13.00 59'00'00" S59'55'40"E 12.80 C8 65.97 42.00 90'00'00" N4425'30"W 59.40 C9 65.97 42.00 90'00'00" N4534'30"E 59.40 C10 13.97 22.00 36'22'50" S17'37'00"E 13.74 C11 13.75 28.00 28'08'30" NW38'40"E 13.61 C12 6.79 23.95 16'14'10" S7'30'10"E 6.76 C13 6.86 28.00 14'02'10" N6'26'40"W 6.84 C14 4.83 48.00 5'45'40" S10'35'00"E 4.82 C15 6.93 48.00 816'30' S3'33'50"E 6.93 C16 11.76 48.00 102'10" N6'26'40"W 11.73 C17 6.86 28.00 14'02'10" S6'26'40"E 6.84 C18 2.84 47.99 323'10' S19'47'10"W 2.83 C19 10.21 28.00 20'54'00" Nll'01'30'E 10.16 C20 17.51 48.00 20'54'00" N11'01'30'E 17.41 C21 10.21 27.99 20'54'30" S11'01'40"W 10.16 C22 14.67 47.99 17'31'10" S9'20'00"W 14.62 `CONCRETE SIDEWALK (PER ACHD SUP. DWG. SD-709) 6' PLANTER W/ ROOT BARRIER 3" ROLLED CURB & GUTTER (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......................................5.63 acres 4. EXISTING ZONING...................................RUT 5. PROPOSED ZONING................................TN-R 6. BUILDABLE LOTS.. 50 SINGLE FAMILY DETACHED .............. 18 SINGLE FAMILY ATTACHED...............32 7. COMMON LOTS ........................................ 5.....(48,308 sgft) 8. AVERAGE LOT SIZE (BUILDABLE).........2,659 sqft 9. OPEN SPACE... ..43,048sgft (17.55%) 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 ACHD 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, LU 0 c" `" "' WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SO'34'26"W 187.11 ' NOT A NUISANCE - EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR ^ 145.1J -LOT 1-1,9~ 79 P EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC BY ANY 27"E 37.7T C20� CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER C21 NO'34'27"E 61.55' IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR 14.80' F EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE o �$$ LOT 2 -SS o $$ PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE SS-2,541 SF SS IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL L20 C19 3 _ FACILITY OR EXPANSION THEREOF. C22 NO'34'27"E 61.55' 16.5' 16.5' 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805. C18 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE. ? 12.0' I I 17. LOTS 13 BLOCK 1, LOTS 1 & 9 BLOCK 2, AND LOTS 1, & 25 BLOCK 3 ARE COMMON LOTS TO BE . �r _ I _ , 18.5' .3 1 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 1012/2003. 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 SHEET 4 - PRELIMINARY SEWER PROFILE 40 0 20 40 80 SCALE IN FEET 1"=40' ct� PROJECT SITE U U co m J Z Q i J W i N � 1= N W. FRANKLIN RD. Z C] O U U m Vj VICINITY MAP 1"= 800' 0 U) O N Of 0 FOUND ALUMINUM CAP MONUMENT $S PROPOSED SEWER SERVICE _2401- EXISTING CONTOUR LINE 55 EXISTING SEWER MANHOLE 0 Z z O cavil u O SET 5181RON PIN "PLS Sp PROPOSED STORM DRAIN - S S - EXISTING SEWER MAIN [0 EXISTING CLEANOUT O ~ cLL1n z r w O N O FOUND 112" IRON PIN pl PROPOSED PRESSURE IRRIGATION - W W - EXISTING WATER MAIN EXISTING FIRE HYDRANT � m a- CC O o CALCULATED POINT ® PROPOSED CLEANOUT Up EXISTING UNDERGROUND POWER -Q\ a- O = � ~ PROPERTY BOUNDARY PROPOSED FIRE HYDRANT EXISTING STREET LIGHT Cn � Z - - - EASEMENT A Op EXISTING OVERHEAD POWER �Q� EXISTING POWER POLE Q = Z O Q - SECTION LINE ® PROPOSED GATE VALVE IRR EXISTING GRAVITY IRRIGATION ® EXISTING WATER VALVE Q w N C) w CENTERLINE Q PROPOSED BLOW OFF X( EXISTING FENCE ¢ 0 - Z - LOT LINE p Q PROPOSED WATER SERVICE EG EXISTING EDGE OF GRAVEL LiJ Q Z 2 U J GI PROPOSED GRAVITY IRRIGATION MAIN O PROPOSED STREET LIGHT IR EXISTING IRRIGATION MANHOLE ~ Z U U O N W PROPOSED WATER MAIN PROPOSED PI SERVICE OW EXISTING WELL CN7 �Z � � -J S • PROPOSED SEWER MANHOLE O EXISTING TELEPHONE PEDESTAL 1�4 CORNER ¢ _ (n S � $ PROPOSED SEWER MAIN CP&F NO. 2018-088996 ¢ z J V z O CD = O Z Q O :3 N O N O V Q E \ \) y+I, Z N 0 C) U O 20.0' CROSS ACCESS \ / III I Of a- ci O 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 STREETV N LIGHT I � z Y Z Q L� 13 � I N ,\0- I I N - M - M N li I IN R 1120.jk 15 9 T16 CP&F NO. 2018-016068 \9i S. BARAYA WAY C ___ 77 17887 511122 ze OF Project No. RSC 21-07 Drawn By: JEC Date: June 1, 2022 Sheet No. 1 1 of 4 2664 2660 2656 2652 ico ^ co O -tO�,tN NF— Q±-t10 �(D D N ? O 2648 ~ �" N�zz 2644 2640 2636 1 2632 2628 2624 � 0) FA -! N a0 = N O '93 L.F. 8"0 PVC ® 0.40% TURE CONNECTION C-900 GIRR PIPE 359 L.F. 8"0 PVC ^ O D C O^i O (0 000 ON620 NMMN O or,N M Q+�NF �aC, �Wzn N z� O >> zz > SEWERPROFI(E 6+00 01 01^ 0o ^ c�OMO O N M N ID Q ATURAL GROUND = cc4zo T CENTERLINE PIPE N m» N �zz 0.40% I I PVC ® I 40 L.F. 8"0 PVC N 0 t+ C N Voo gym^ I QE°NE O N h SSMH Al SSMH EXISTING J v O a v o I C a 3 {F�t u 3 N Z o O 3 lllh mZ V 8o C N W IL: 0i OI I U IR N a M o M 0 N w w C) Z w U CD H Z ¢ Lull Lullw m m is I NCl.- 0 a- 0 z � 0 w ¢ Z O ¢ RSSiCJ wQ=� C)LJ m � U 40 0 20 40 80 V O W J w J 7 Z m m J�- m S SCALE IN FEET z¢= N J Q a c> 1"=40' NAVD 88 DATUM Q z o J a- w n SCALE � C) Cn o� n N 0 U w VERT.: 1"=4' v oov��� OR 1"=4 nnc+A �z�Cl�z;Ewo M NO,� aOcp O +NNH � = N O N— 0 N H m > Cm» cn�n� z✓ ��zz� 0 F90 OD0) N N W W 0 (0 = N y� (n Vl W —1 1 PiC LL BEFORE YO DIG!CALL DIGLINE INC.NDERGROUNDNDERGROUND \�ORK 208-342-15 5 W J LL O U Q W m w C/9 U) Q Q � z Q � Q J W z U O a z SSVONAL � � F F� 17887 O 9TcOF T Project No. RSC 21-07 Drawn By: JEC Date: June 1, 2022 Sheet No. 2 2 of 4 2654 2652 2650 2648 2646 2644 2642 2640 2638 2636 2634 ' O d t0 O N tNF a (0 = N ? D O � >> —_I— ——----t---I--7--7---I-- L.F. 8"0 OVC SEWER PROFILE C 7+00 0 0 U� N ,�-tO�� O COt0N 00 +'N pH 0)(0 J D N z m O F> J _m >Y _ C N Vuo N E N Q O - N m W >_ p v o -o N V C Y O o C� s t O ^ a 3 aim u 3 0 Y�z03 mZ m V Co C N OU N w L�J U Z C) LLJ z I- m a- C) i1 �il 0 z LLJ � � z o z n — z o z 20 0 10 20 40 Q¢wNr,__, w = SCALE IN FEET 1"=20- Z CS c� U U N J 0 LJ > J z � C',� � 0,1 S Z Q= N J > NAVD 88 DATUM a z o J Q SCALE o n N O U VRT.: 1"=2" ORIZ.: 1"=2 nnrA of a-0 z;E0 CALL BEFORE YC U DIG! INC. CALL DIGLINE PRIOR TO COMMENCING 208-342-15 5 W ILL. z O O ry w v) o w m w cn co z Q J Q J W n o z a z U 0 SSVONAL � � F F� 17887 O 9Tc o F �p T KE��� Project No. RSC 21-07 Drawn By: JEC Date: June 1, 2022 Sheet No. 3 3 of 4 2656 2656 2652 2654 2650 2654 n P^M I� O (O M N n N pp M W) N H Z r 0 O N 2652 N O M > > m 2652 2648 N afZZ Vl 2650 2650 2646 2648 2644 2646 2642 2644 2640 2642 2638 2640 2636 2638 2634 2636 2632 2648 2646 2644 2642 2640 2638 80 L.F. 8"O PVC ® 0.60% B 2636 SEWER PROFILE 2+00 O Lo O IC! 1p N m � ; O N O O N? O �» 90 L.F. 8"0 PVC Aw 0� SgWER �ROFII�E D 11+00 J i" _ C N Vuo N E N Q O - N m W >_ p v o -o O a v o .0 C Y t O C ^ a 3 N N u 3 � 0 0 0 mZ Y m V Co C N OU a N � W ZO C)n O Z c��owLLJ¢ Ell1zwoN W Ir m m C) o� m o w o omw~mom 20 0 10 20 40 ¢ z o ¢ SCALE IN FEET z C) z LLJ 1"=20' LLJ � � U Z O V w N V7 0 W 15; J W J Z ¢ S N J > NAVD 88 DATUM a z o J Q SCALE �o�oJ~Y oa- n N O U I Y = O C) C-5 VERT.: 1" = 2' oRIz.:1"=2' 2652 � �za-&zoo I 2650 J u- i 2648 O CC W a_ 2646 o w m w ct 2644 Q Q z J Q J W 2642 Lu 2640 0 z U N a z 2638 O d SSVONAL Fy��2 � � F F� 17887 2636 z leOf TT KE��� 2634 Project No. RSC 21-07 C LL BEFORE YOU DIG! INC. CALL DIGLINE PRIOR TO COMMENCING UNDERGROUND WORK Nudb208-342-1 85 Drawn By: JEC LQ Date: June 1, 2022 QD 2632 Sheet No. 4 4 of 4