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PZ - PrePlat_1_5_18_Submittal
SAO - le 1/4S _S 83" I I E 1320.35' 16 S.10 S.15 BRASS CAP CP&F 112067280 �- ,090.4so.as'-- - V. FRANK IN RD. 229.Br S.15 m CURB & GUTTER 6" VERTICAL CURB (SO 701) I N1 91 -------------- © -------rt--- �� -o CO --------------------L P/L - 9 (1 151' z O 46'-0" s 'O 0B O O m O I 2 G) - O _ _ _ _ - aoaN ---- NL1 NI FLOW ARROW r r � 00 l (n SURVEY)/ LEGEND O Ln FOUND BRASS CAP MONUMENT Ni FOUND 1/2" IRON PIN O Z ® n 0' NMID GRAVITY IRR EASEMEN�L I G PROPERTY BOUNDARY LINE 10T SECTION LINE IT BOTTOM OF DITCH 1 I C10 219.03 I 1 1 I 17.44 BLOCK 3 I I Cil 219.00 1 69.15 S12'14'00"W 1870'04" C12 200.00 152.51 148.84 S31'1627"W 43'41'28" C73 200.00 31.33 31.30 504'5628"W 8'58'30" 29924 716 APARTMENT BLOCK 1 Lot za ze 1 630 =o '0' Lot 6z m (9 ]s BLOCK 1 �z 3lo O2 16 1 14048 1 516 MAINTENANCE W n N UT S 06 D c ---- 20 _OUD ST. W. - - -\M\ PL. \ _ y In r 23' I �I _ -PEAK _CLOUD I O3 PROPOSE Bp,RP,�YA (n I O L -TOP O =6 I rn =7 O � m CURB & GUTTER 6" VERTICAL CURB (SO 701) C 91 SHEET) © LN AKKIMUM PROCTOR DENSITY -o CO ENTRANCE/ISLANDS P/L I ' z O 46'-0" s 'O D G O O m O I 2 G) o O BLOCK NUMBER NI FLOW ARROW r r � 00 l (n SURVEY)/ LEGEND O Ln FOUND BRASS CAP MONUMENT Ni FOUND 1/2" IRON PIN O Z ® D O L -TOP O =6 BARAYA SUBDIVISION =7 Z CURB & GUTTER (DETAL THIS SHEET) m CURB & GUTTER 6" VERTICAL CURB (SO 701) C 91 SHEET) LOT UNE UMBRIA HILLS AKKIMUM PROCTOR DENSITY 1 CO ENTRANCE/ISLANDS P/L I ' OF TO Cl) 46'-0" s 'O m O O � MPXIMUM PROCTOR DENSITY TO 31 2 6,5000 MI 4 BLOCK NUMBER NI FLOW ARROW r r STREET NAME 00 l (n SURVEY)/ LEGEND � C • FOUND BRASS CAP MONUMENT Ni FOUND 1/2" IRON PIN D SET 5/8" IRON PIN ® FOUND 5/8" IRON PIN G PROPERTY BOUNDARY LINE I SECTION LINE IT BOTTOM OF DITCH 1 I C10 219.03 I 1 1 I 17.44 S23'35'58"W I I Cil 219.00 1 69.15 SUBDIVISI . 2I m I 15.980 UNDER C NSTRUCTION D i I I Erl I I - r 14,0 6 1st I 123' N to I I CROSS ACCESS & PUBLIC • �\ UTILITY EASEMENT / P \ 24,199 ti L ev �' 14 25.201 3. r M v. 1, YQN-DRIVE y Fq -N89-'32'47 W 70. M cn I BLOCH Y1 1 I I 1 I I FUTURE PHASE L -TOP SOIL STREET LIGHT BARAYA SUBDIVISION REVERSE Z CURB & GUTTER (DETAL THIS SHEET) 1 CURB & GUTTER 6" VERTICAL CURB (SO 701) C (DETAL THIS SHEET) LOT UNE UMBRIA HILLS AKKIMUM PROCTOR DENSITY 1 CO ENTRANCE/ISLANDS P/L ^ ^ OF TO NI 46'-0" - MUM 95% MINIMUM OF O NOT TO D MPXIMUM PROCTOR DENSITY TO 31 2 6,5000 MI BLOCK 7 BLOCK NUMBER NI FLOW ARROW r r STREET NAME 00 l (n SURVEY)/ LEGEND 70.46 • FOUND BRASS CAP MONUMENT Ni FOUND 1/2" IRON PIN D SET 5/8" IRON PIN ® FOUND 5/8" IRON PIN G PROPERTY BOUNDARY LINE I SECTION LINE M BOTTOM OF DITCH 1 I C10 219.03 I 1 1 I 17.44 S23'35'58"W I I Cil 219.00 1 69.15 S12'14'00"W FJ 1 1 1 29,924 I I I I I I I 12 l 29,524 I I I I I I 3 / I / / I 5 I / 57, I / COMMON U � I / I _ / I / I I CROSS ACCESS & PUBLIC 1 UTILITY EASEMENT j 3©n I I O I 56,515 ROSS ACCESS & PUBLIC UTILITY EASEMENT F -------------------I I ® I 56,607 I I I I I I I CROSS ACCESS & PUBLIC I UTILITY EASEMENT I I 328' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L---------- @------- 64,307 589'15'16"E 538.85 JANICEK PROPERTIES LLC UNPLATTED 1 1 I 55.12 4' CENTURYLINK EASEMENT KENNEDY LATERAL EASEMENT CARNEY STONE LLC UNPLATTED SLOPE SLOPE .2.009. - 2" ASPHALT PAVEMENT L -TOP SOIL STREET LIGHT 2" ASPHALT PAVEMENT REVERSE UP CURB & GUTTER (DETAL THIS SHEET) 6" -3/4" AGGREGATE BASE CURB & GUTTER 6" VERTICAL CURB (SO 701) 47'22'38" (DETAL THIS SHEET) LOT UNE UMBRIA HILLS AKKIMUM PROCTOR DENSITY •- COMPACT UPPER 6 ENTRANCE/ISLANDS P/L ^ ^ OF TO 2551-48- 46'-0" - MUM 95% MINIMUM OF 6'-0" NOT TO SCALE MPXIMUM PROCTOR DENSITY TO SLOPE SLOPE .2.009. - 2" ASPHALT PAVEMENT TOP SOIL REVERSE LIP a=+ STREET LIGHT 2726 6- VERTICAL 6' -3/4" AGGREGATE BASE CURB & GUTTER (DETAL THIS SHEET) CURB (SO 701) 70' RIGHT-OF-WAY UPPER 6" COMPGRADE TO OF 47'22'38" RIGHT-OF-WAY UNE MINIMUM 959. OF LOT UNE UMBRIA HILLS AKKIMUM PROCTOR DENSITY •- NOT TO SCALE •-• P/L ^ ^ P/L 2551-48- 46'-0" - ROAD CENTERUNE 6'-0" 34'-0" 6'-0" AND SIDEWALK 17.-0" 17.-0" 15'-0" 15'-0" SLOPE 2.00% P/L 4" - 3/4" MINUS I g CL CONCRETE CRUSHED GRAVEL J SIDEWALK (TYP.) 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED PAVEMENT GRAVEL (COMPACTION REQUIRED) OR CURB &DGUTTER D(TVP.)6AS PER VERTICAL 46 RIGHT-OF-WAY PLANS TYPICAL STREET SECTION 2" - 6" MINUS PIT RUN NOT TO SCALE PLAT LEGEND 4 PROPOSED FIRE HYDRANT a=+ STREET LIGHT 2726 EXISTING CONTOUR - - - - - - - - - - BUILDING ENVELOPE (SETBACK UNE) 215.00 PHASE UNE �III�uI�w�ul�Dl�ul�m� ZONING LINE 47'22'38" RIGHT-OF-WAY UNE 200.00 LOT UNE 177.44 GRAVITY IRRIGATION LINE •- SEWER UNE •-• WATER UNE ^ ^ PRESSURE IRRIGATION LINE 2551-48- STORM DRAIN UNE - ROAD CENTERUNE 80.26 ROLLED CURB/GUTTER 21'30'50" AND SIDEWALK (D LOT NUMBER 6,5000 LOT AREA BLOCK 7 BLOCK NUMBER - FLOW ARROW W. ASHTON DR. STREET NAME )]� HANDICAP RAMP SURVEY)/ LEGEND 70.46 • FOUND BRASS CAP MONUMENT © FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN ® FOUND 5/8" IRON PIN ---------- PROPERTY BOUNDARY LINE 219.03 SECTION LINE ------------------- BOTTOM OF DITCH Curve Table Curve q Radius Length Chord Bearing Delta Cl 215.00 177.78 172.76 S2925'52"W 47'22'38" C2 200.00 183.84 177.44 S26'47'12"W 52'39'58" C3 215.00 97.05 96.23 518'40'27"W 2551-48- C4 215.00 80.73 80.26 S4221'46"W 21'30'50" C5 95.12 75.65 73.67 S24'03'36"W 45'33'54" C6 195.12 127.87 27.77 1 55574'14"W 16'47'21" C7 221.27 70.46 70.17 S6028'02"W 1874'45" C8 221.27 62.62 62.41 543'14'15"W 16'12'50" C9 219.03 34.80 34.76 S30'25'56"W 9'06'10" C10 219.03 17.44 17.44 S23'35'58"W 4'33'46" Cil 219.00 69.44 69.15 S12'14'00"W 1870'04" C12 200.00 152.51 148.84 S31'1627"W 43'41'28" C73 200.00 31.33 31.30 504'5628"W 8'58'30" PRELIMINARY PLAT BARAYA APARTMENTS SUBDIVISION A PORTION OF THE NW 1/4 OF SECTION 15 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2017 R-2 Parcel Table OPEN SPACE REQUIREMENTS Lot TOTAL PARCEL -12.59 ACRES Area Perimeter TOTAL LOTS -16 BLOCK 1 Lot 1 6672 917 BUFFER BLOCK 1 Lot 2 17882 563 APARTMENT BLOCK 1 Lot 3 15080 530 APARTMENT BLOCK 1 Lot 4 26748 682 APARTMENT BLOCK 1 Lot 5 57963 985 CLUBHOUSE/PCO- BLOCK 1 Lot 6 1 35990 1 875 APARTMENT BLOCK 1 Lot 7 56515 1001 APARTMENT BLOCK 1 Lot 8 56607 1001 APARTMENT BLOCK 1 Lot 9 64307 1048 APARTMENT BLOCK 1 Lot 10 28184 682 APARTMENT BLOCK 1 Lot 11 19351 557 APARTMENT BLOCK 1 Lot 12 29524 700 APARTMENT BLOCK 1 Lot 13 29924 716 APARTMENT BLOCK 1 Lot 14 1 25201 1 630 APARTMENT BLOCK 1 Lot 15 1 24199 1 605 APARTMENT BLOCK 1 Lot 16 1 14048 1 516 MAINTENANCE PRELIMINARY PLAT BARAYA APARTMENTS SUBDIVISION A PORTION OF THE NW 1/4 OF SECTION 15 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2017 R-2 ACREAGE OPEN SPACE REQUIREMENTS R-8 TOTAL PARCEL -12.59 ACRES ENDURANCE HOLDINGS LLC TOTAL LOTS -16 UARTER HORSE LN (PVT) BUILDABLE LOTS -13 MULTI -FAMILY REQUIREMENTS MERIDIAN, ID 83642 HIGH-DENSITY RESIDENTIAL LO I S(R-40)-13 250 SF REQUIRED FOR EACH UNIT CONTAINING -N COMMON LOTS -3 (1.81 ACRES) 15.5% BETWEEN 500-1200 SF (240 UNITS) APPLICANT REQUIRED: 60,000 SF (1.27 AC) MATT SCHULTZ DENSITY PROVIDED: 64,149 SF (1.47 AC) SCHULTZ DEVELOPMENT GROSS DENSITY UNITS/ACRE-20.6 Rt P.O. BOX 1115, y8 STANDARD OPEN SPACE MERIDIAN, IDAHO, 83680 deo 10% OF THE AREA OF THE SITE - _ ENGINEER R �. PROVIDED: 65,427 SF (1.50 AC) 12.9% sed �i R1 BAILEY ENGINEERING, INC. WATER SUPPLY TOTAL OPEN SPACE 4242 N BROOKSIDE LANE MERIDIAN CITY WATER REQUIRED: 110,644 (2.54 AC) BOISE, ID 83714 CITY PROVIDED: 129,576 (2.97 AC) 1 I PLANNER/CONTACT SCHOOL DISTRICT RIO MATT SCHULTZ WEST ADA SCHULTZ DEVELOPMENT FIRE DISTRICT P.O. BOX 1115, MERIDIAN MERIDIAN, IDAHO, 83680 IRRIGATION DISTRICT (208)880-1695 RUT -0 C -N UT S 06 L-0 a�0 s m C -N 2 I l/ W FRANKLIN RD I PROJECT SITE pp k RUT RUT R-15 Morvtn a o conal a N\ � FUTURE SCHOOL i O R-15 Q U TO i RUT RUT I RUT w _Marvin _ Canal _ I I z ' IR -84R1 IT I VICINITY MAP 1 "= 600' DEVELOPMENT FEATURES ACREAGE OPEN SPACE REQUIREMENTS OWNER TOTAL PARCEL -12.59 ACRES ENDURANCE HOLDINGS LLC TOTAL LOTS -16 1977E OVERLAND ROAD BUILDABLE LOTS -13 MULTI -FAMILY REQUIREMENTS MERIDIAN, ID 83642 HIGH-DENSITY RESIDENTIAL LO I S(R-40)-13 250 SF REQUIRED FOR EACH UNIT CONTAINING COMMON LOTS -3 (1.81 ACRES) 15.5% BETWEEN 500-1200 SF (240 UNITS) APPLICANT REQUIRED: 60,000 SF (1.27 AC) MATT SCHULTZ DENSITY PROVIDED: 64,149 SF (1.47 AC) SCHULTZ DEVELOPMENT GROSS DENSITY UNITS/ACRE-20.6 P.O. BOX 1115, ZONING STANDARD OPEN SPACE MERIDIAN, IDAHO, 83680 EXISTING - R-40 10% OF THE AREA OF THE SITE PROPOSED -R-40 REQUIRED: 54,842 BE (1.26 AC) 10% ENGINEER SEWAGE DISPOSAL PROVIDED: 65,427 SF (1.50 AC) 12.9% DAVID A. BAILEY, P.E. MERIDIAN CITY SEWER BAILEY ENGINEERING, INC. WATER SUPPLY TOTAL OPEN SPACE 4242 N BROOKSIDE LANE MERIDIAN CITY WATER REQUIRED: 110,644 (2.54 AC) BOISE, ID 83714 CITY PROVIDED: 129,576 (2.97 AC) 938-0013 MERIDIAN CITY IMPACT AREA PLANNER/CONTACT SCHOOL DISTRICT MATT SCHULTZ WEST ADA SCHULTZ DEVELOPMENT FIRE DISTRICT P.O. BOX 1115, MERIDIAN MERIDIAN, IDAHO, 83680 IRRIGATION DISTRICT (208)880-1695 NAMPA MERIDIAN IRRIGATION DISTRICT NOTES: 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT OF WAY AND ALL REAR LOT LINES HAVE A 10' UTILITY EASEMENT. 2. ALL SIDE LOT LINES HAVE A 3' DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE UNLESS OTHERWISE SHOWN. 3. MUNICIPAL SEWER AND WATER SERVICES SHALL BE PROVIDED TO EACH LOT. SEWER SERVICE WILL BE AN EXTENSION OF THE BARAYA SUBDIVISION SEWER SYSTEM 4. DRAINAGE FOR THE PUBLIC STREETS WILL BE COLLECTED IN STORM DRAIN CATCH BASINS AND ROUTED THROUGH SAND AND GREASE TRAPS TO SEEPAGE BEDS LOCATED WITHIN THE PUBLIC RIGHT OF WAY. DRAINAGE FOR THE APARTMENT COMPLEX WILL BE RETAINED ON SITE AND ROUTED TO PRIVATE SEEPAGE BEDS TO BE LOCATED IN THE PARKING LOT AREA. ROOF RUNOFF WILL BE ROUTED TO DRAINAGE TRENCHES LOCATED ADJACENT TO EACH BUILDING. 5. ALL LOTS ARE MULTI -FAMILY RESIDENTIAL EXCEPT THOSE LISTED IN COMMON LOT TABLE. 6. THE DEVELOPER AND/OR OWNER SHALL COMPLY WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. THE DEVELOPER WILL PROVIDE PRESSURIZED IRRIGATION FROM AVAILABLE SHARES TO EACH LOT IN THE SUBDIVISION. THE IRRIGATION PUMP STATION CONSTRUCTED WITH PHASE I OF BARAYA SUBDIVISION IS DESIGNED TO PROVIDE IRRIGATION WATER TO THIS PROJECT AND IS OWNED AND MAINTAINED BY NAMPA MERIDIAN IRRIGATION DISTRICT. 7. ELEVATIONS BASED ON NAVD 88. 8. SOILS TESTING ON THE SITE INDICATE THE PRESENCE OF HIGH SEASONAL GROUNDWATER LEVELS WITHIN 4 FEET OF THE SURFACE ON PORTIONS OF THE WESTERN END OF THE PROJECT. THIS PROJECT WILL COMPLY WITH CITY OF MERIDIAN REQUIREMENTS FOR MAINTAINING THE CENTERLINE OF THE STREET 3 FEET ABOVE ANY SEASONAL HIGH GROUNDWATER. 9. ALL EXISTING BUILDINGS WILL BE REMOVED AS A PART OF DEVELOPMENT. 10. SEE CUP APPLICATION MATERIALS FOR DETAILED SITE PLAN AND OPEN SPACE CALCULATIONS FOR APARTMENT COMPLEX AND BUILDING CONSTRUCTION. THIS PLAN IS INTENDED TO DEPICT SITE -WIDE UTILITY IMPROVEMENTS AND SUBDIVISION PLAT INFORMATION. 11. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16601CO250J, REVISED OCTOBER 2, 2003 & FIRM PANEL 16001CO231 H, REVISED FEBRUARY 19, 2003. REVISED N0. DATE DESCRIPTION Elcwailey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CARD 4242 N. BROOKSIDE LANE TEL 208-938-0013 801BE, ID 83714 w .baileyengineem.orm DRAWN BY: DAB I CHECKED BY: DAVID A. BAILEY RE PROJECT: C2013-026 DATE: 01-04-2018 60 0 30 60 120 0= FRE 0- 0 M 0 OV A F? Y P L_ A _F 0011111 SCALE IN FEET BARAYA APARTMENTS SUBDIVISION H SCHULTZ 0E:\/El_OPMEN_F PP_i I I 1 I I PROTECT EXISTING KENNEDY I , LATERAL r _ I e s a e d w lav Id a�lre ao� e� Ixe a�, �wxl r� Id �ala�ve s�lre _ s off Cl Iao arvwera a a ae a I s I M] � ao o rr� oa war ao srvla aThin aoe s d� a z1 u I _ 1` o _ •fig I —s FRANKLIN RD CONSTRUCTION sadr rv, - d alaa�d � 0000 COMPLETED 2017 0 I car-SSMH 11.5 -- — SSM 1322., o SSNH 1� 1qd Z II • • R �z ---��.� IZ Q I• ,N. UMBRIAHIL x g it I � J \ `L SSMH A2 I � I ' •� - _ _ I S MH A5 I � v • a lacal aie i xl ar s xlx a qo t ,� of �• I L� — ® IasL _® ® 1"IljllraSS H —��—r— �� • • •��_ M" ao •d as r — — sx r% C • d \b 4 TI I M N Lim - U d' =00) N. UMBRIA HILLS AVE. I •— •—• o `"� II N. UMBRIPrHILLS AVE; Y BARAYA SUBDIVISION NO. 2 / � UNDER CONSTRUCTION ----------------- �– ------------------'— -- BLOCK 3 BLOCK 3 I O I O O ® OO O S :I / FUTURE PHASE _ BARAYA SUBDIVISION 1 C' / ® S. RIGGS SPRING AVE. S RIGGS SST5F NG'A E. O / wl Sewer Line B PROFILE HOR: 1`60' VER: 1 "=6' WO e PROPOSED FIRE HYDRANT a�+ STREET LIGHT =J10 EXISTING CONTOUR — — — — — — — — — — BUILDING ENVELOPE (SETBACK LINE) PHASE LINE �m�lll�n��w�ll,�lll�lll� LJOO RIGHT-OF-WAY UNE N LOT LINE GRAVITY IRRIGATION LINE &QUA 158 SEWER LINE •—• WATER LINE " PRESSURE IRRIGATION LINE STORM DRAIN UNE — ROAD CENTERLINE zm ROLLED CURB/GUTTER AND SIDEWALK LOT NUMBER 3 LOT AREA BLOCK 7 BLOCK NUMBER and 586 W. ASHTON DR. STREET NAME ron HANDICAP RAMP SURVEY LEGEND ® 3 z '02580 FOUND 1/2" IRON PIN 158 N m m FOUND 5/8- IRON PIN Z PROPERTY BOUNDARY UNE n 7 —...—.. _.—...—._—...—..— BOTTOM OF DITCH N Om 00 NDN — 0 j W ^ m N uD SN(^�V� m}mN n.. N. ONO om m V Z 2Qf> rn N 00 xnN-0 m SSM 61 aMmN ry S 157 ml___ 156 d g > > STA: +24.12 + in z ' m m O m f=!_= RIM: 70.842574 580 — — _ Lo INV 1 :2563.70 WIN V) mac .ANN z _ UT:2563.00 'SW vlpo00 00?WOO 1568 nO1N`N° Omo amOro`nor Mu1pm NI,N co a Q N r5 2568 186 LF 8" 016 Q")W Lo i(1N NH NM OION innN QQ +NZ S+N ZO PVC 00.607 r �. r 157 +N 19 LF C–C +InZ� 2Lq 120 LF PVC -» r 24 LF7ox C C 562---2562 i>>> y �1�Z ZZ NHHQ-�>> VIVIKZZ con — r r r r r r 43 LF 8" 156 — r PVC 0 0.40% (47 LF C–C) 155 2556 Sewer Line A PROFILE HOR: I"=60' VER: 1 "=6' :ao e PROPOSED FIRE HYDRANT a�+ STREET LIGHT =J10 EXISTING CONTOUR — — — — — — — — — — BUILDING ENVELOPE (SETBACK LINE) PHASE LINE �m�lll�n��w�ll,�lll�lll� ZONING LINE RIGHT-OF-WAY UNE LOT LINE GRAVITY IRRIGATION LINE &QUA 158 SEWER LINE •—• WATER LINE " PRESSURE IRRIGATION LINE STORM DRAIN UNE — ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK LOT NUMBER s soasf LOT AREA BLOCK 7 BLOCK NUMBER 586 W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT ® FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN ® FOUND 5/8- IRON PIN Z PROPERTY BOUNDARY UNE --- - - - — SECTION LINE —...—.. _.—...—._—...—..— BOTTOM OF DITCH N Om W N uD mm V Z N 00 kn O 156 00 00 m m m O N 580 Lo mac .ANN Nam rn � vlpo00 00?WOO `° nO1N`N° Omo amOro`nor Mu1pm NI,N co a Q N r5 016 Q")W Lo i(1N NH NM OION innN QQ +NZ S+N ZO r �. r 157 +N 7 +InZ� 2Lq N -» r 74 i>>> y �1�Z ZZ NHHQ-�>> VIVIKZZ con — r r r r r r 156 — r 588 PVC ®1.0 % 8 LF 8 (400 LF C- C) 156 2– % PVC 00.40%562 (92 LF _c) 110 L 13 L PVC ®1.5 C) (73 LF C–C) PVC ®Q.40% (114 LF C 141 LF C–C 155 556 >-55 - 2550 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 8+40 9+00 9+60 10--20 10 60 60 0 30 60 120 SCALE IN FEET PLAT LEGEND e PROPOSED FIRE HYDRANT a�+ STREET LIGHT =J10 EXISTING CONTOUR — — — — — — — — — — BUILDING ENVELOPE (SETBACK LINE) PHASE LINE �m�lll�n��w�ll,�lll�lll� ZONING LINE RIGHT-OF-WAY UNE LOT LINE GRAVITY IRRIGATION LINE .- • • SEWER LINE •—• WATER LINE " PRESSURE IRRIGATION LINE STORM DRAIN UNE — ROAD CENTERLINE ROLLED CURB/GUTTER AND SIDEWALK LOT NUMBER s soasf LOT AREA BLOCK 7 BLOCK NUMBER FLOW ARROW W. ASHTON DR. STREET NAME HANDICAP RAMP SURVEY LEGEND ® FOUND BRASS CAP MONUMENT ® FOUND 1/2" IRON PIN ® SET 5/8" IRON PIN ® FOUND 5/8- IRON PIN ---------- PROPERTY BOUNDARY UNE --- - - - — SECTION LINE —...—.. _.—...—._—...—..— BOTTOM OF DITCH NOTE: SEE PUD SITE PLAN FOR BUILDING AND PARKING IMPROVEMENTS NOTES: 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT OF WAY AND ALL REAR LOT LINES HAVE A 10' UTILITY EASEMENT. 2. ALL SIDE LOT LINES HAVE A T DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE UNLESS OTHERWISE SHOWN. 3. MUNICIPAL SEWER AND WATER SERVICES SHALL BE PROVIDED TO EACH LOT. SEWER SERVICE WILL BE AN EXTENSION OF THE BARAYA SUBDIVISION SEWER SYSTEM 4. DRAINAGE FOR THE PUBLIC STREETS WILL BE COLLECTED IN STORM DRAIN CATCH BASINS AND ROUTED THROUGH SAND AND GREASE TRAPS TO SEEPAGE BEDS LOCATED WITHIN THE PUBLIC RIGHT OF WAY. DRAINAGE FOR THE APARTMENT COMPLEX WILL BE RETAINED ON SITE AND ROUTED TO PRIVATE SEEPAGE BEDS TO BE LOCATED IN THE PARKING LOT AREA. ROOF RUNOFF WILL BE ROUTED TO DRAINAGE TRENCHES LOCATED ADJACENT TO EACH BUILDING. 5. ALL LOTS ARE MULTI -FAMILY RESIDENTIAL EXCEPT THOSE LISTED IN COMMON LOT TABLE. 6. THE DEVELOPER AND/OR OWNER SHALL COMPLY WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. THE DEVELOPER WILL PROVIDE PRESSURIZED IRRIGATION FROM AVAILABLE SHARES TO EACH LOT IN THE SUBDIVISION. THE IRRIGATION PUMP STATION CONSTRUCTED WITH PHASE I OF BARAYA SUBDIVISION IS DESIGNED TO PROVIDE IRRIGATION WATER TO THIS PROJECT AND IS OWNED AND MAINTAINED BY NAMPA MERIDIAN IRRIGATION DISTRICT. 7. ELEVATIONS BASED ON NAVD 88. 8. SOILS TESTING ON THE SITE INDICATE THE PRESENCE OF HIGH SEASONAL GROUNDWATER LEVELS WITHIN 4 FEET OF THE SURFACE ON PORTIONS OF THE WESTERN END OF THE PROJECT. THIS PROJECT WILL COMPLY WITH CITY OF MERIDIAN REQUIREMENTS FOR MAINTAINING THE CENTERLINE OF THE STREET 3 FEET ABOVE ANY SEASONAL HIGH GROUNDWATER. 9. ALL EXISTING BUILDINGS WILL BE REMOVED AS A PART OF DEVELOPMENT. 10. SEE CUP APPLICATION MATERIALS FOR DETAILED SITE PLAN AND OPEN SPACE CALCULATIONS FOR APARTMENT COMPLEX AND BUILDING CONSTRUCTION. THIS PLAN IS INTENDED TO DEPICT SITE -WIDE UTILITY IMPROVEMENTS AND SUBDIVISION PLAT INFORMATION. 11. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL 16601CO250J, REVISED OCTOBER 2, 2003 & FIRM PANEL 16001CO231H, REVISED FEBRUARY 19, 2003.