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CC - Pre Plat Revised 2020-04-20CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH C1 72.15 200.00 20'40'10" N80`12'30"E 71.76 C2 30.68 200.00 8°47'20" N86°08'50"E 30.65 C3 41.47 200.00 11'52'50" N75"48'50"E 41.39 C4 45.03 200.00 12°54'00" S76°19'30"W 44.94 C5 58.82 43.50 77'28'30" N58°29'20"W 54.44 C6 71.40 200.00 20°27'20" N931'20"W 71.02 C7 19.79 20.00 56°41'10" N81'47'00"W 18.99 C8 5.03 274.89 1'02'50" N52`10'20"W 5.03 C9 46.18 55.00 48°06'40" S78°21'40"E 44.84 C10 59.00 55.00 61'27'50" N46`51'10"E 56.21 C11 8.12 18.61 25°00'00" S25°09'40"W 8.05 C12 16.10 20.00 46'06'50" S59°43'00"W 15.67 C13 27.04 20.00 77°28'30" N58°29'20"W 25.03 C14 63.01 176.50 20'27'20" N931'20"W 62.68 C15 43.21 223.50 11'04'30" N4`50'00"W 43.14 C16 36.58 223.50 9°22'40" N15°03'40"W 36.54 C17 1.15 20.00 3°17'40" S18°06'10"E 1.15 C18 14.54 20.00 41 °40'00" S4°22'40"W 14.23 C19 53.59 55.00 55°49'20" N2°42'00"W 51.49 C20 40.00 55.00 41 °40'10" N51 °26'50"W 39.12 C21 66.44 55.00 69°12'50" S73'06'40"W 62.47 C22 0.66 55.00 0°41'30" S38°09'30"W 0.66 C23 15.69 20.00 44°57'40" N60°17'40"E 15.29 C24 24.01 223.50 6'09'20" S79"41'50"W 24.00 C25 26.31 223.50 6°44'40" S73°14'50"W 26.30 C26 42.32 223.50 10°50'50" N85°07'10"E 42.25 C27 38.31 223.50 9°49'20" N74°47'10"E 38.27 w w r LINE TABLE LINE EXISTING LENGTH L1 25.0' 7.06 ROW w 7.06 12.0' ROW DEDICATION 7.06 L4 N19°45'03"W3.42 3.42 L5 N34°05'20"W11.03 11.03 w i N34°23'10"E11.42 11.42 c� S89°27'24"E2.94 a L8 j N69°52'27"E8.74 j 8.74 w ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS � i AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE AT 4. BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION - TOP PONDS WILL BE CONSTRUCTED IN COMMON AREAS. 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, W N WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE -EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL m FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES llO AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOTA 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. m O PROPOSED PRESSURE IRRIGATION zz GA TE VALVE o �O oo w 0 O (_0 v; j w G✓ w N r7 U O J SS- CL i w c i � C N V jw Voo m i I I w o_ w I ��� i 12.0'1 ROW v= DEDICATION eri > m°O "' }BM J v 00 p � o _u EXISTING v o O c u J U 0 25.0' -0 ROW a 12. X25.00' r LINE TABLE LINE BEARING LENGTH L1 S0°42'14"W7.06 7.06 L2 S0°42'14"W7.06 7.06 L3 NO°42'14"E7.06 7.06 L4 N19°45'03"W3.42 3.42 L5 N34°05'20"W11.03 11.03 L6 N34°23'10"E11.42 11.42 L7 S89°27'24"E2.94 2.94 L8 j N69°52'27"E8.74 j 8.74 R/W 5.0' CONCRETE SIDEWALK) (PER ACHD SUP. DWG. SD -709) 3" ROLLED CURB & GUTTER (PER ACHD SD -702) 47.0' 33.0' _ 1 C/L 14.5' 1 14.5' I2.0'I 5.0 2% 2% 2.5" OF ASPHALT PAVEMENTS 3" ROLLED CURB & GUTTER, SP -3, 0.50" (1/2'MIX, (PER ACHD SD -702) PG 58-28 4" OF 3/4" MINUS AGGREGATE CONCRETE SIDEWALK 14" OF 6" MINUS PIT RUN (PER ACHD SUP. DWG. SD -709) 33.0' STREET SECTION 47' RIGHT-OF-WAY i^=10' PRELIMINARY PLAT FOR LUPINE COVE SUBDIVISION LYING IN A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 33, TAN., R.1W., B.M. MERIDIAN, ADA COUNTY, IDAHO 2020 QTTr T)ArPA 1. PROJECT LOCATION: MERIDIAN IDAHO 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM 3. PROPERTY SIZE......................................6.89 acres 4. EXISTING ZONING....................................RUT 5. PROPOSED ZONING................................R-8 6. BUILDABLE LOTS.....................................26 7. COMMON LOTS........................................4 8. AVERAGE LOT SIZE (BUILDABLE) ......... 5,857 sqft R/W 9. OPEN SPACE...........................................30,140 sf.... 0.71 ACRES (10.4%) 10. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING EP 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. 0' 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 OHP - AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE AT 4. BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION - TOP 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 NOTA 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. BUILDING SETBACKS: FRONT/STREETSIDE........ 10' LIVING AREA, 20' GARAGE (MEASURED FROM BACK OF SIDEWALK) REAR...............................................................12' SIDE (FOR BOTH STORIES)..............................5' MAXIMUM BUILDING HEIGHT ...........................35' IRRIGATION, STORM DRAIN, AND PUBLIC UTILITY EASEMENT: FRONT...............................................................10' REAR...............................................................10' SIDE..................................................................5' SHEETINDEX SHEET 1 - PRELIMINARY PLAT SHEET 2 - PRELIMINARY SEWER PROFILE ENDURANCE HOLDINGS LLC N. McDERMOTT ROAD - -- - - - - - - 0 =N85°03'27"E 726.54' -McFad ed_ n Drain, 1.65 APPLICANT PLANNER PENELOPE CONSTANTIKES P.O. BOX 405 BOISE, ID. 83701 (208) 908-1609 \ �1 \ `1 \ C; �\ 40 0 20 40 80 \ 71077 11111N FEET \ 1"=40' 0 \ \ ENDURANCE HOLDINGS LLC \ N. McDERMOTT ROAD 5 0 46,10 A" �, \ N JL5` X01 \ �rn \ A (5) LAND SURVEYOR NATHAN J. DANG ACCURATE SURVEYING & MAPPING 1602 W HAYS ST, STE 306 BOISE, ID. 83702 (208) 488-4227 OWNER GENNIE & JUSTIN FISHBURN 4902 N. PIERCE PARK BOISE, ID. 83703 (208) 353-1301 VICINI'T'Y MAP ill= 800' GENERAL LEGEND APROPOSED FIRE HYDRANT a0 PROPOSED BLOW OFF FOUND 3 1/2" BRASS CAP MONUMENT IN ASPHALT FOUND 2" ALUMINUM CAP AS NOTED • FOUND 5/8" IRON PIN, WITH PLASTIC CAP, AS NOTED +eM BENCH MARK FER ELECTRIC METER TR TELEPHONE RISER MW MONITORING WELL f UTILITY POLE 0 GATE POST o BOLLARD TEST PIT CONIFEROUS TREE ( 0 ��� 3 DECIDUOUS TREE 8 ORIGINAL PLATTED LOT NUMBER APPLE VALLEY SUBDIVISION - - 1738.36' - ------------------- CIVIL ENGINEER DERRITT KERNER, P.E. ROCK SOLID CIVIL LLC 270 N. 27TH STREET BOISE, ID 83702 (208) 342-3277 C-1/4 CORNER SECTION 33 CP&F No. 106023324 CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING Know,.marsbekw. UNDERGROUND WORK Call before You div. 208-342-1585 - - c 0 BOUNDARY LINE 0 C/)) SECTION LINE Q PARCEL LINE / 0 EA SEMEN T U J W FENCE EP EP EDGE OF PAVEMENT - EDGE OF ROAD OHP - OHP - OVERHEAD UTILITY - TOP - TOP TOP OF SLOPE TREE LINE CONCRETE BUILDING S PROPOSED SEWER MAIN W PROPOSED WA TER MAIN GI PROPOSED GRA VI TY IRRIGA TION PI PROPOSED PRESSURE IRRIGATION ® PROPOES GA TE VALVE APROPOSED FIRE HYDRANT a0 PROPOSED BLOW OFF FOUND 3 1/2" BRASS CAP MONUMENT IN ASPHALT FOUND 2" ALUMINUM CAP AS NOTED • FOUND 5/8" IRON PIN, WITH PLASTIC CAP, AS NOTED +eM BENCH MARK FER ELECTRIC METER TR TELEPHONE RISER MW MONITORING WELL f UTILITY POLE 0 GATE POST o BOLLARD TEST PIT CONIFEROUS TREE ( 0 ��� 3 DECIDUOUS TREE 8 ORIGINAL PLATTED LOT NUMBER APPLE VALLEY SUBDIVISION - - 1738.36' - ------------------- CIVIL ENGINEER DERRITT KERNER, P.E. ROCK SOLID CIVIL LLC 270 N. 27TH STREET BOISE, ID 83702 (208) 342-3277 C-1/4 CORNER SECTION 33 CP&F No. 106023324 CALL BEFORE YOU DIG! CALL DIGLINE INC. PRIOR TO COMMENCING Know,.marsbekw. UNDERGROUND WORK Call before You div. 208-342-1585 a cn LL_ w � z o LL_ cDoL-LDJQ cnz>_wON w w I_ m m o � � LLi O 0 O oma -I— z O w CD wQ=cn>- LLJ w Q z U m w O J z U U J (n � w > J W C� z � � J F- CC z Q=�wJQC_U Q- Cl- w o z o J V ~ z D o = O Q O (n O Q LLJ w CD O V) LL_ Y = O =D O O U _ O E z W z;� o Pei Q c 0 0- 0 C/)) Q Q z / 0 ♦♦��11 v! U J W Lu � Z 0- N J O � 0 J c � C N V Voo m N EE m O vii N OU v= eri > m°O "' . > J v 00 p � o _u v o O c u J U 0 -0 o a u L 3 O Q i C: 0 v z VCo N 0.2!w Ir a cn LL_ w � z o LL_ cDoL-LDJQ cnz>_wON w w I_ m m o � � LLi O 0 O oma -I— z O w CD wQ=cn>- LLJ w Q z U m w O J z U U J (n � w > J W C� z � � J F- CC z Q=�wJQC_U Q- Cl- w o z o J V ~ z D o = O Q O (n O Q LLJ w CD O V) LL_ Y = O =D O O U _ O E z W z;� o Pei Q) Q 0 0- 0 C/)) Q z z / 0 Q) U J W Lu � Z 0- J Q) E Q) 0 z o z o Q) CL <n S�ONAL FNc CENSE' /y Project No. RSC 19-44 Drawn By: JEC Date: April 8, 2020 Sheet No. 1 1 of 2