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PZ - Revised Pre-Plat Vicinity Map U Tara's Landing Subdivision ell P~ z 20' � Preliminary Plat NORTH WEST CHINDEN BLVD r � O NOT TO SCALE 10' 10' A RE-SUBDIVISION OF LOT 4 OF COMPTON'S SUBDIVISION NO. 2, AS SHOWN IN BOOK 31 OF PLATS, AT PAGE 1935. aw SITUATE IN THE EAST ONE-HALF OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE .o O O MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO. 0- ►-- 2 00% MINIMUM 2.00% MINIMUM -►- d e,O•j 2020 GO.O 4 - ASPHALT SP-3, 0.5" COMPTON'S SUBDIVISION NO. 2 SUB BASE 10° Of W ° r 5 W" MIX, PG 58-28, 2.5" m 6 MINUS PER M _ I.S.P.W.C. SECTION 801. BASE COURSE - 4" OF MINIMUM. w m o3/4' MINUS PER may+ WEST LARRY LANE I.S.P.W.C. SECTION 802. 2 NORTH ^ 20' Emergency Access Road / s \ 0 40 Bo o o . . UU) PIN] HORIZONTAL SCALE: 1"=40' W.DR V DERBUILT IVE EEP � EEP \ I PROPOSED 20' EMERGENCY / ea y� PROPOSED BOLLARDS PROPOSED ENCEDW/ ACCESS ROAD PROPOSED BOLLARDS /w \Eel _ Project eCt Site � IRRIG. DITCH 2 BERM 89.45'24"E 333.34' • w N89'55'26W _ N89'46'51"W TO NORTH BLACKCAT ROAD o MICR ATH pen Spade _ _ _ _ - _ _ - 893.18'37.42' - - - - - - -- - - - - - - 0 RAN° N _ _ 17- - - -251 __�_________N=_ 2518- -- - - - �� 3 633 - d33 - d3ad33833d33d33d33633 33d33d33 W. Larry Lane N89'46'51"W 221.93' F � 1Q � � \`rid, 3S' N ROPOSED 5,964 SF I O \\ I 6' FENCE W/ 2' BERM FTS89'44'41"E 133.26' 4,931 SF SZP Q� Notes o O9 io.z0' 1 s89.48'03"E 105.00' 1 I o - XIST. 1. THERE ARE NO POTENTIALLY HAZARDOUS AREAS. 5,306 SF N I 3 ( I IRRIG. DITCH II m=a TO BE 2. THERE ARE NO NATURAL DRAINAGE SWALES ON THIS PROPERTY. S89'44'41"E 132.63' 33 ® rn w I I RELOCATED II 23.5' 4T 23. cli 4,513 SF 3. THERE ARE NO PERMANENT AND/OR SEASONAL HIGH GROUNDWATER AREAS ON THIS PROPERTY. ® a a ) o N I 1 O Common o S89'48'03"E 105.00' o I .I Area II PROPOSED 4. THIS PROPERTY IS NOT IN A FLOOD PLAIN AREA: o d 11' z o 5,306 SF j' 2 I I 32,270 SF 11 I f- 6' FENCE W/ 5. THERE ARE NO IDENTIFIED SHALLOW BEDROCK AREAS, UNSTABLE ROCK FORMATIONS, OR LANDSLIDE AREAS ON ` 16.8 O �OCD I m I 2' BERM THIS PROPERTY. S89'44'41"E 132.68' 5.2' $ IN M 43,560 SF UNPLATTED 4,500 SF I M I I o 6. THIS PROPERTY IS NOT IN AN AQUIFER RECHARGE AREA. O o 3 t U-iPATHWAY TO I \ 11 O rA 7. NO UNSTABLE SOILS SUSCEPTIBLE TO EROSION EXISTING ON THIS PROPERTY. ALL AREAS ARE SUITABLE FOR o I COMMON AREA I I h 0 5,308 SF N89'48'03'W 105.01' (EXCLUDED AS. DEVELOPMENT. d o 3 COMMON AREA) I I \ + 7�4 7� 8. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. N I r' ) /// I \ o I 0c o 0 / S89'44'41°E 132.74' N89' 41"W 223.28' I o a o_ 00 9. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. a, z 40.00' 40.0 '1 40.28' N '3 aa MLn I , EXISTING FENCELINE S� °J N LO 10. IRRIGATION SERVICE IS TO BE PROVIDED BY SETTLERS IRRIGATION DISTRICT. o0 0 I I I ( I I 3 o - 5,311 SF o I I / II EXIST. �" c c 11. PROPERTY LIES WITHIN MERIDIAN FIRE DISTRICT. LLJI, \ i 20 I I IRRIG. DITCH "O " �a z N 0 12. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. o S8944'41°E 132.80' I" °� 4 "'o 0 0 - - - - - b °E 14.91' I I m 1 ® © 3 13. THIS PROPERTY IS CURRENTLY ZONED RUT AND WILL BE PROPOSING A RE-ZONE TO R-8. CDO ti�C� b O0� I 1,974 S a a _ II o $ o o .t 4,429 SF 4,120 SF °_' 4,120 SF m 4.120 SF 4,149 SF 14. EXISTING USE: RURAL-URBAN TRANSITION. (TO BE TRANSITIONED TO MEDIUM DENSITY RESIDENTIAL). 0 5,313 SF r II v s, III ccs Cd 15. CONTOUR INTERVAL: 1 FOOT DATUM: NAVD 88 I U N y N 1� Common / I I w [-� S89'44'41"E 132.85' R o Area / 16. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. In 17. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM ® I N / I 11 0 THE LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. 5,315 SF / a s A2 0o' 40. 0' 0.00' 00' 4 .28' 91.19' / ' ' 11 z COMPTON'S SUBDIVISION NO. 2 18. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO / II R52' THE PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF / S89'44'41"E 117.52' a w -w w -w -w w w w w -w -w w/ w -w -w °D 5 THIS DEVELOPMENT. o o / o i I S89'54'it"E 22.26' 19. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO140H, PANEL NOT PRINTED. o O E ® - - -M- + § + o s ,n in ( m 20. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: R1527510080. 5,317 SF / I I K o ( Ld 21. NO VARIANCES ARE BEING REQUESTED AT THIS TIME. / 1+004 19.88' 4 .00' 4000' 4000' 4 .00' 40 0' 40. 40. 0' 00' Ot' 238� III o s Legend LOT LINE �. 5,320 SF o 0 0 $� o 0 0 0 o 'n III -- - - - - STREET CENTERLINE S89'44'41"E 84.38' O W ® w O II © w BOUNDARY / I m 1 3 4,702 SF 4,000 SF 4,000 SF 4,000 SF 4,000 SF y 4,000 SF o 4,000 SF o 4,00 SF o 4,000 SF a 4,040 SF o 6,459 SF III ADJOINING PROPERTIES I I o 0 0 0 0 0 0 z I v^ " 39 SF - IiIII EXIST. F 12" PVC EXISTING FENCELINE C PIPE EXISTING STRUCTURE 166 EXIST. - O • LOT NUMBER 111.7s, N89'54'41"W 638.24' OS OPEN SPACE EXIST.: �I " ' III WATER VALVE SEWER MH " //��� EXISTING LOT NUMBER RIM 2520.66 / \ INV our=2512.6s III ( Cn �� II ) III O w PROPOSED 8" SEWER MAIN WESTBRIDGE SUBDIVISION PROPOSED 4" SEWER SERVICE B III ~ wlll � w _w w -w -w -w - PROPOSED 8" WATER MAIN PROPOSED WATER SERVICE 0 5/8 INCH PIN Typical 47-Foot Local Street Section Setback/Zoning Table Land Use Calculations Underground Utility Note • 1/2 INCH PIN NOT TO SCALE THE UNDERGROUND UTILDES SHOWN HAVE BEEN LOCATED FROM N TL' PROPOSED ZONE R-8 DESCRIPTION AREA (ACRES) PERCENTAGE R FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE N zo CONSTRUCT 3' ROLLED CURB, GUTTER, AND 5' SIDEWALK 47' RIGHT-OF-WAY MINIMUM LOT AREA - INTERIOR LOT 4,000 SF PROJECT 6.14 100% SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES N W/ 2' BUFFER BETWEEN BOW AND PROPERTY LINE 33' BACK OF CURB TO BACK OF CURB MINIMUM LOT AREA - CORNER LOT N/A RESIDENTIAL LOTS 4.04 66.3% SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN N o o ¢z 25 SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT z z w m 29' FRONT YARD SETBACK 20 FEET OPEN SPACE/COMMON AREA LOTS 0.79 12.9% WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE z vo PROPOSED TYPE II TERMINUS BARRICADE WITH KICK PLATE o g ¢ 'o- 2' 2' 2 2' REAR YARD SETBACK 12 FEET RIGHT-OF-WAY 1,28 20.8% EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY = w S o M CDs, 5' 14.5' 14.5' 5' ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION a z a Y w z¢ 2.00% MINIMUM 2.00% MINIMUM STREET SIDE YARD SETBACK 10 FEET w � 3�¢ RESIDENTIAL LOTS 28 AVAILABLE THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE ¢¢ ¢z w " o= INTERIOR SIDE YARD SETBACK 5 FEET OPEN SPACE AREA LOTS 2 UNDERGROUND UTILITIES. DEVIATIONS MAY EXIST BETWEEN THE N ¢o a o AGGREGATE 6" CRUSHED MAXIMUM BUILDING HEIGHT 5 LOCATIONS SHOWN HEREON AND THEIR ACTUAL LOCATIONS . 3 FEET CONCRETEI RESIDENTIAL DENSITY 4.5 Acre SIDEWALK PER / RASE COURSE - 4' 8' .. ACHD SUPPLEMENTAL MINIMUM STREET FRONTAGE 40 FEET SHEET NO: MINIMUM THICKNESS SUB BASE - 10" OF ASPHALT - 28,SP- STANDARD DRAWING MINIMUM LOT WIDTH - INTERIOR LOT 0.5" N A Owner/Applicant MINUS PER SD-709 Preliminary SIDEWALK. 6° M MIX, PG 58- 2.5° . / CRUSHED AGGREGATE BASE 6 I.S.P.W.C. SECTION 801. BASE COURSE - 4" OF MINIMUM. MINIMUM LOT WIDTH - CORNER LOT N/A ELDER, LLC MIKE HOMAN-MEMBER 3" ROLLED CURB AND GUTTER MAXIMUM DENSITY 8.0/ACRE 6820 W. RANDOLPH DR. Plat COURSE - 4" MINIMUM 3/4" MINUS PER PER ACHD SUPPLEMENTAL EXISTING ZONE RUT BOISE, ID. 83709 THICKNESS UNDER CURB. I.S.P.W.C. SECTION 802. DRAWING SD-702 (208) 861-9700 P