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CC - Preliminary Plat REVISED - 7.5I I Ci% OZ LOCANON GS VICINITY MAP` SCALE: 10=500' < Q - W CWW - LAM I I OWNER YURiY MUKHA 5504 N. SENITA HILLS AVE. MERIDIAN, ID 83646 (415) 716-6664 ENGINEER MASON & STANFIELD, INC. 826 3rd ST. SOUTH NAMPA, ID 83651 (208) 454-0256 ZONING & INTENDED USE: ZONE: R-4 TOTAL ACREAGE. ±18.99 ACRES TOTAL BUILDABLE LOTS 56 TOTAL COMMON LOTS. 9 NOTES: 1. A PRESSURE IRRIGATION SYSTEM SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805. PIPING TO BE PLACED ALONG REAR LOT LINES, TYPICAL. 2. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE CITY OF MERIDIAN STANDARDS FOR THE APPLICABLE ZONE. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT TO THE TIME OF THE RE -SUBDIVISION. 4. 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 OPERA77ON FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. 7HE 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. 5. EASEMENTS TO BE PROVIDED SUBDIVISION BOUNDARY 10 FEET STREET FRONTAGE 10 FEET SIDE LOTS 5 FEET 6. 50' INTERNAL RIGHT OF WAY WiTH 29' BACK OF CURB TO BACK OF CURB. 7. SANITARY SEWER & WATER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF MERIDIAN. 8. STORMWATER FACILITIES WILL BE CONSTRUCTED PER ACHD POLICY. RETENTION PONDS AND/OR SUBSURFACE SEEPAGE BEDS WILL BE UTILIZED. RETENTION PONDS KILL BE PLACED IN COMMON AREAS. SEEPAGE BEDS WILL BE PLACED WITHIN ROAD RIGHT OF WAY AND/OR COMMON AREAS. 9. LOT 29 BLOCK 2 IS SUBJECT TO A BLANKET SANITARY SEWER EASEMENT. P� 147 Length M 8 Delta �o 50' R/W i Tangent 5.5' 5.0'29' 1c a694 BACK TO BACK A,--�- 13'34'48" \ SO. FT. 14.5'�� C7 144.05 455.00 2X 125' B,359,310,908p 12.51. z ax 2R 'i 5' SIDEWALK SD -709 WTH i 4' OF BASE UNDER Property boundary line 25" PLANT MIX ASPHALT 5" OF CONCRETE. Future sewer manhole 4" OF 3/4" MINUS CRUSHED GRAVEL TOP FACE OF WALK Section line 14" OF 6` MINUS PIT RUN SHALL SLOPE TO CURB AT 1.75X *0.25% UBGRADE COMPACT UPPER 8' TO 95R !i I OF MAXIMUM PROCTOR DEN&TY -- u Q& -DE -SAC ROADWAY SECTION Fence line NOT TO SCALE PREL/M/NARY PLAT FOR BV RLI NGAME S l.lBD/Vr/S/ON A PART OF THE SE 1/4 SE 1/4, SECTION 4, T. 3 N., R. 1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO 2017 N OCONNER AVE t5' PYC ( LON IE(E)2549.50• ,E(t4i251&f8' _- _____------17n7flr=.5940- ----- _ �r - - - w mfty..= -�9 *:. - !'=v30.0e�s!' 2qff0• sCOMMON 'a. wT=.�-i� - - - - - AREA ZR t 89 r \ 116' -751 - -75: , 75' 75' 80' 15 r r ✓16,114 \ 8,026 A007 800004 '•8l5 823 42 I is I O COMMON SO. FT. SQ. FT. ro ma=r- ^ S0. FT. ^ S0, FT SO. FT I SO. FT I I 15' PVC AREA ^ O O /E(3)2546.19�� 8 ISO35 I Y two 75' 75' 75' 75' Y O' %357 I I� &21108.P ` ` _ _ Q SQ. FT. 120' $ - - $ 150' i I y( z f7 122' X X361 I I N 2401 aSQ. FT.� 78 7T 76' 76' S9, o m SO. FT I I� N COMMON 11074 I Q Z I I AREA SO. FT 52 ' 13 12 if t0 Y N �..��T 8 32 0 8,162 i0 SQ, F 1p 81058 So. x 5 FT.) SQ. FF. O SO. Fl O SO. FT. m SO. FT. - M 33 12' PVC 13 I I"1 ` \ J8,9 Srl rt r O 25.0 SQ. FT.FUM 4 I I,D IE(E)<2550.54' 2&0 158' 77� 77' 76' =2 er xEr NEtL PKW S 193' X150' I I MP -2552.76' _ 9 30 „7 fE=25x.59' 9,369 ❑ I J`'''� ^ 8,,;34 a ,SO. FT. s� SO. FT. 56 SQ T t�50, ( I �l �_ 2.7"IX15. x-24059 9,609 ro 3$935 •',fl 5 77 ^ Op6' ^ 4-760- HP68' �OOHP 50. FT IT \ p - X a SO. T. se»G 2 ° 3' t5 SLIDE CATE 5 W \ A P18 - FLORIBUNDA AVE. �O 165' El N \\ 6 4 75' 75' 75' 49 `'-- i �- - BLOSC �. RAIL / 443377 rALL 25 86 27 Raw F7' t 7,482 I O 183' 34 SO.2FT • 8025 8025 SQ. FT g TIES I ' ✓COMMON Z 3 FT, a O^ S0. FT. SO. FT. ^O COMMON 69 ." ^ ARBA ' CEL} mW?R X 10,910 AREA , P m i0, 2J,493 XMli 3 SO' F AREA 1.829 SO. FT. a c�oMMF - J iMAfFt 16 4' 75' 75' 75'`71 -AREA �1 �• M 10,,136 68 s0, 75 75 76' 126 62 rn ,2 ffi 61 YO 19 17 M /�a �1 m 6,276 i� 8,025 8,025 1. 6,025 it i� 80.38 LEGEND SQ. FT. O SQ. FT. o O 8.009 O O SQ, FT. ry'` SO. F 3 ® 154' \ SQ. FT. SO. FT. SO. FT. ^ ♦ Q SO. FT. 9,453 X' moo\ O Found 1/2" iron pin SQ. Fr. '\ 65K 75- 75' 17 ® Found 5/8" iron pin Fifto _0 _ 122' y © Power pole W. RLOU COURT 25.0 h ® Telephone riser 128' $ 31 74' 73't73 73''^�'� SI 9,i 9 n2 � 9 �1\ 7 X- ^ �d �a �SQ' FT Irri, control valve \ SQ. 5,3 pK SQ. NT o 8,0021 c, p 1 o 8,006 0 13 a�ys ry SO. FT. ^ 8,006 14 Sanitary sewer manhole 111MM2 748' SQ. FT, ^ `�`p. SO. FT. '? 9,903 ' X , SO.® Irrigation manhole ° ' 9, B5 \ m AREA 74' \ ® Water valve XN8970'` 31YV® Water manhole � X 461.10' 136 DAP » Guy anchor 9 O.. 995 FT.SQ. FT. © Faucet S.&50Q. FT 00 ° ^ N COMMON ® Telephone box 736 (d AREA Well case \ 147 Length M 8 Delta �o N 10 018 n SO. Tangent C6 1c a694 545.00 13'34'48" \ SO. FT. 64.89 C7 144.05 455.00 t37' 144' I B,359,310,908p 72.63 z ^ ry\ S0. . µ ,o So FT. ^ N Curve Table Curve # Length Radius Delta Chard Direction Chord Length Tangent C6 129.17 545.00 13'34'48" N6.04'34"W 128.87 64.89 C7 144.05 455.00 18.08'22" N3'47'47"W 143.45 72.63 P Mailbox S Sewer clean out ® Electric box/meter 0 Monitoring well r-1 Septic tank lid © Block number 0 50 100 200 Scale: 1 "=100' W w 1.2ofQ�2 W = W Lo a � U � g ¢ i o4do0 o Z Z z z ¢ ¢ ¢ ¢ 0 W W W W 4�- U U U U Iw--\�\\ \ \ \ 0 V' tD 10 t0 DO 2 N M E�E212 �-2� / ♦ Future fire hydrant 6 U? z S. FT O t, S0. F - Future light pole - - - - Property boundary line (D Future sewer manhole - - - - - Section line 1151,CORRAL 4 Benchmark I -- u X Fence line 12646 Edge of pavement EP Edge of gravel Q) PLAYA GEOUND = j COMMON AREA Pipe OHP / n87'i00W Shoulder line 16565.09' SCj, SH - - Top of slope ~C'„r - - - Toe of slope ' - 1 Edge of dirt road �APPROXDfA,E Underground power line ' Il UGP DRAMI FIEtD UT Underground phone line i Sa2,38 COMMON /'l \ d 0 50 100 200 Scale: 1 "=100' W w 1.2ofQ�2 W = W Lo a � U � g ¢ i o4do0 o Z Z z z ¢ ¢ ¢ ¢ 0 W W W W 4�- U U U U Iw--\�\\ \ \ \ 0 V' tD 10 t0 DO 2 N M I I ( AREA } `� N O O 5 U m 0 -i Q) x 4W 1 x e r^ L(W)042W` � \ 102' � iN3.03 f'S0'E m , \ / 9212 ` , J T 2 N89'77'10'W 19M ,t NO CAP "'S CAP l 15 RCP S89i7"}0'E 990.64' CP&F INST. S 1/4 CDR -(/ --�RDa-zs4aaa' S �" i RAW -MSM FE(N)254&46' s =a- - - - - - - 4 3 RrM-zs4&74• c ,5%Pw IE(S)254&,V -�' - - - - - - - - - N0. 2018-056638 NO FOUND i/2' NO CAP 1324,99' N89i7'10 W Ratmzsso.ts' NEST CHERRY LANE -® - RESET 5 ' WTH © ' - ,E(S)25f1:57' 9 10 CAP /.+ 195.35 /E(N)2598.5T - q ALUMINUM CAP IllRrM-z5a9.9d ,r PVC d P/L P/L ,E(N)254X65' P/l P/L PA 50 R/W 50 RA 5Uj 33' BACK TO BACK 3.5' 3.5' 4.5' 3.5' S•O 76.5' 16 5 T 5.0' 3.5' 4.5' 33' BACK TO BACK 2% 74.5' - 14.5' ^ �W 2R aR 2R 2% t4.5 -2 r w7 ------ M-7 >- Uj LL -------------- \-EXTEND 5' SIDEWALK SD -709 W1TF1 2.5' PLANT MIX ASPHALT 25' PLANT MIX ASPHALT Cc :1 O `EXTEND 3/4" BASE EXTEND 3/4" BASE 5' SIDEWALK SD -709 PATH EXTEND 3/4" BASE LU �` 4' OF BASE UNDER 4" OF 3/4" MINUS CRUSHED GRAVEL AND PIT RUN 0.50' a OF BASE UNDER 4' OF 3/4" MINUS CRUSHED GRAVEL J Q AND PIT RUN 0.50' AND PIT RUN 0.50' ri Q 5" OF CONCRETE. 14' OF 6" MINUS PIT RUN BEHIND TS (TWE.) 5' OF CONCRETE. Z BEHIND TB (TWE.) .IOP FACE OF WALK 14' OF 6" MINUS PIT RUN BEHIND TB (TYPE.) UBGRADE COMPACT UPPER 6" TO 95% TOP FACE OF WALK SHALL SLOPE TO CURB OF MAXIMUM PROCTOR DENSITY SHALL SLOPE TD CURB UBGRADE COMPACT UPPER 6' TO 95% AT 1.75% *0.25X. 3" ROLLED CURB & GUTTER OF MAXIMUM PROCTOR DENSITY z 3" ROLLED CURB &GUTTER AT 1.75% *0.258. 3" ROLLED CURB&GUTTER PER ACRD SD -702 S. eoNlrA Ave, salmi OF SOUTH PER ACHD SD -702 S. BONITA AVE. NORTH OF SOUTH PER ACHD SD -702 INTERSECTION ROADWAY SECTION INTERSECTION ROADWAY SECTION NOT TO SCALE MOTTO SCALE 4 m E�E212 �-2� U? z - - - - Property boundary line a M - - - - - Section line 4 Utility, drainage and irrigation easement. -- u X Fence line Edge of pavement EP Edge of gravel Q) EG - - - - - - - Pipe OHP Overhead power line Shoulder line SCj, SH - - Top of slope ~C'„r - - - Toe of slope ' - 1 Edge of dirt road EDR Underground power line UGP UT Underground phone line d r Pedestrian pathway S ttpp Co Z _l wCIC�� N a o0 II o Z p O I I ( AREA } `� N O O 5 U m 0 -i Q) x 4W 1 x e r^ L(W)042W` � \ 102' � iN3.03 f'S0'E m , \ / 9212 ` , J T 2 N89'77'10'W 19M ,t NO CAP "'S CAP l 15 RCP S89i7"}0'E 990.64' CP&F INST. S 1/4 CDR -(/ --�RDa-zs4aaa' S �" i RAW -MSM FE(N)254&46' s =a- - - - - - - 4 3 RrM-zs4&74• c ,5%Pw IE(S)254&,V -�' - - - - - - - - - N0. 2018-056638 NO FOUND i/2' NO CAP 1324,99' N89i7'10 W Ratmzsso.ts' NEST CHERRY LANE -® - RESET 5 ' WTH © ' - ,E(S)25f1:57' 9 10 CAP /.+ 195.35 /E(N)2598.5T - q ALUMINUM CAP IllRrM-z5a9.9d ,r PVC d P/L P/L ,E(N)254X65' P/l P/L PA 50 R/W 50 RA 5Uj 33' BACK TO BACK 3.5' 3.5' 4.5' 3.5' S•O 76.5' 16 5 T 5.0' 3.5' 4.5' 33' BACK TO BACK 2% 74.5' - 14.5' ^ �W 2R aR 2R 2% t4.5 -2 r w7 ------ M-7 >- Uj LL -------------- \-EXTEND 5' SIDEWALK SD -709 W1TF1 2.5' PLANT MIX ASPHALT 25' PLANT MIX ASPHALT Cc :1 O `EXTEND 3/4" BASE EXTEND 3/4" BASE 5' SIDEWALK SD -709 PATH EXTEND 3/4" BASE LU �` 4' OF BASE UNDER 4" OF 3/4" MINUS CRUSHED GRAVEL AND PIT RUN 0.50' a OF BASE UNDER 4' OF 3/4" MINUS CRUSHED GRAVEL J Q AND PIT RUN 0.50' AND PIT RUN 0.50' ri Q 5" OF CONCRETE. 14' OF 6" MINUS PIT RUN BEHIND TS (TWE.) 5' OF CONCRETE. Z BEHIND TB (TWE.) .IOP FACE OF WALK 14' OF 6" MINUS PIT RUN BEHIND TB (TYPE.) UBGRADE COMPACT UPPER 6" TO 95% TOP FACE OF WALK SHALL SLOPE TO CURB OF MAXIMUM PROCTOR DENSITY SHALL SLOPE TD CURB UBGRADE COMPACT UPPER 6' TO 95% AT 1.75% *0.25X. 3" ROLLED CURB & GUTTER OF MAXIMUM PROCTOR DENSITY z 3" ROLLED CURB &GUTTER AT 1.75% *0.258. 3" ROLLED CURB&GUTTER PER ACRD SD -702 S. eoNlrA Ave, salmi OF SOUTH PER ACHD SD -702 S. BONITA AVE. NORTH OF SOUTH PER ACHD SD -702 INTERSECTION ROADWAY SECTION INTERSECTION ROADWAY SECTION NOT TO SCALE MOTTO SCALE 4 m