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PZ - Building Footprints by Model Black Canyon Great Sand PRELIMINARY PLAT FOR III Dunes IV Kings Canyon V Capitol Reef III 30-1800 1818sf 3/2.5 30-1551 35-1973 40-2280 Congaree IV 30-2000 2151sf4/2.5 1537 SF 1938 SF 2293 SF Dry Tortugas IV 30-2300 2430sf 4/2.5 HORSE DOWS SUBDIVISION 3 Bed 4 Bed 5 Bed Everglades V 30-2600 2592sf 5/3.5 2.5 Bath 2.5 Bath 3 Bath LYING IN A PORTION OF THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, W. GREY TOWER DR C Cn O 10 T.3N . , R. 1E. , B.M. MERIDIAN, ADA COUNTY, IDAHO F� � 35'-0" 38'-0" 42-0 54'-0" 2020 �T��N T - - Prelimina W oM M o o E. PINE AVE 09/17/2020 9:17:33 AM O W z I o S SD OE BASIS OF BEARING Q U _ - - - - - - - S 89°24'30" E 1318.43' Y a N SS U W. PINE AVE - - - - - - - - \ m Z PROJECT SITE J W o oN X eO ai WEST 1/4 CORNER l _ - \ M W - SECTION 10 - f_ o 1 > c N CP&F INST. NO. OHO 10.0' ROW - - - - - - - - _ --- }-- _ 105185212 / �� DEDICATION S89°24 30 E 487.10 Row CENTER WEST I V DEDICATION o, 80 1. �> GI 1/16 CORNER v o r _ - �� -- -- -- -- -- -- -- -- - -- 291'- - - - E - m E ABANDON 8" WATER / GI o `��- ��� o CP&F INST. No. I Q''�,, o ° N o (FIELD VERIFY LOCATION) `L `" 10 COMMON LOT 112067279 - 10,590 sqft N v m � 260' I i p +� o 72 I - 84' 47.0' 100' v N o l 0 Y } 2 S 1 i c � 4,018 - �- 4,501 �, 30 0 15 30 60 sgft , sgft v o 0 3 BLO K 1 cP" 9 � SCALE IN FEET o 5,364 o TOT LOT VICINITY MAP N 2�,\ 94' � � 8 sgft / � � 1 =30 n- � V w 17.0' m l 5,712 SITE DATA 1 800 \ s ft � o u 10.0' ROW g 10 COMMON LOT 1. PROJECT LOCATION:MERIDIAN IDAHO EXIST. 38.0' DEDICATION 2 GENERAL LEGEND ROW I 4,015 " 10,590 sqft /� 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM - 2 41' $ / I 3. PROPERTY SIZE......................................4.71 acres LO sgft �- 4,515 j 4. EXISTING ZONING...................................R-4 - - PROPERTY BOUNDARY LINE w o z - - W sgft �� 2 , % 5. PROPOSED ZONING................................R-8 cn w o , SECTION LINE z O w cn c� � LOCK 2 - _ 6. BUILDABLE LOTS.....................................26 CD � w I m 94' 7. COMMON LOTS........................................ PROPOSED LOT LINE O ~ _ Q - � . .............5.....(43,473 sgft) v� w � w o N - 100' 52' CENTERLINE w � m w - �, 8. AVERAGE LOT SIZE(BUILDABLE).........4,092 sqft o � w Cl- CD 77' 75' zd'� 11 9. OPEN SPACE.......................34,912 Sgft(17.02%) - - - - - - - - - - PROPOSED EASEMENT o � � CD w 3 4,020 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE PROPOSED SETBACK Q cn o _ I 4,019 - sgft ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION EP PROPOSED EDGE OF PAVEMENT z a ~o n I sgft 36'-0" 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS W PROPOSED WATER MAIN w z w w N 3 SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF a - z - 4 047 7 S PROPOSED SEWER MAIN - Un o Q o MERIDIAN ZONING STANDARDS. w - cfl cp w Q z U N 94 sqft 4,100 PI PROPOSED PRESSURE IRRIGATION w 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY = Q J sgft OF MERIDIAN. OPEN SPACE ~ z U U cn J - - L-Li o~ rn 60 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. EXISTING EDGE OF GRAVEL ROAD � wz J L 5 " BLOCK 2 I EXISTING OVERHEAD POWER = Q o + 77' SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE z Q w J w w U TO � z o � 4 -� � � UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE EXISTING FENCE Q z o � - w w O cv O r 4,016 o ;� 74 ROAD RIGHT-OF-WAY AND/OR COMMON AREAS. RETENTION PONDS WILL w w w Q w w J o o : S ft 7- Q, 12 - H2O EXISTING WATER MAIN o � z p o = O g + ^� co BE CONSTRUCTED IN COMMON AREAS. Q o - N 0 I Cl) 0 O N � O '�'? 4,001 SS EXISTING SEWER MAIN w c� w J w O - L 0 �� �ti� 80. 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, CD 0 0 O CD Y N g4' - - 4 sgft RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION, • w o w w cn o C O 6 PROPOSED SEWER MANHOLE w = o < " 4,038 U 4,072 0 o AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- o o U _ I N PROPOSED FIRE HYDRANT w = O w 0 r- w M cn sgft sgft EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR A w z w z o v I 5 COMMON LOT 47.0' - J EXPANSION THEREOF SHALL BE OR BECOME NUISANCE, PRIVATE OR PROPOSED WATER VALVE Q Q 5 > >>- 767 s ft / 33.0' 89' o PUBLIC, BYANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING - PROPOSED WATER SERVICE m 4,019 - 0 o - �� NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR z I sgft < `��� 72 148' 86 + N MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION Bo PROPOSED BLOW-OFF 13 N WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE o-e PROPOSED TYPE I STREET LIGHT z o 0- 4,000 PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE 94 o sgft RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OFAN b� PROPOSED TYPE II STREET LIGHT AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION W 55 EXISTING SEWER MANHOLE o o S89°34'50"E 221.50' o o � � J i THEREOF. 6 M -M 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION SD EXISTING STORM DRAIN MANHOLE "� O- 31-3805. y -M o� _ Z 4S0q ft0 ,ri 89 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE EXISTING FIRE HYDRANT 0 SUBSURFACE. _ I N �R EXISTING PRESSURE IRRIGATION VALVE 1 14 17. DIRECT SUBDIVISION LOT ACCESS VIA BLACK CAT ROAD IS PROHIBITED. C/) �' 148' -�' in- 18. LOT 10 BLOCK 1 IS ANON-BUILDABLE LOT AND IS TO BE OWNED AND W EXISTING WATER MANHOLE 94' �o o 4,000 o• 83' 76'- ti° f MAINTAINED BY THE HORSE MEADOW SUBDIVISION HOME OWNER'S � S t W EXISTING WELL g � -17.0 �� 1 COMMON LOT �� `n + ASSOCIATION UNTIL SUCH TIME THAT IT RE-DEVELOPS. EXISTING WATER VALVE m 10.0' ROW F 767 p EXIST. 38.0' ROW DEDICATION 7 2 + 07 � EXISTING POWER POLE l\ _ 4,117 3 © EXISTING CABLE PEDESTAL 48.0" 25.0' 4Sgft2 i °r7° S ft 4,096 89' ❑T EXISTING TELEPHONE PEDESTAL � g � sqft Mex EXISTING MAILBOX z w I N I 15 I OO FOUND 5/8" IRON PIN 0 94 91' in- 4,000 FOUND BRASS CAP MONUMENT 0 I 33.0' 84 sgft I EXISTING TYPE II STREETLIGHT LL J I BLOC 1 47I.0' BLOCK 4 - SHEET INDEX LU I 8 5,036 1 33.0' - - SHEET 1 - PRELIMINARY PLAT W s ft 4,100 4 g o� - 47.0' 89' - C) - SHEET PRELIMINARY ARY R PROFILE _ sgft 4,090 M - S EE 2 ELIM N SEWER 0 LE 0 sgft ��' SHEET 3 - PRELIMINARY SEWER PROFILE 0 2 35' 94' 26° � LE �- 0 I N89°34'S0"W 202.35' i s5' _- I 4,001 � I = N 84 J t 1Sgft BUILDING SETBACKSZ Z o - - -� N84°33'47"W o L - - - - - - - - - _ K 2 FRONT/STREETSIDE........10' LIVING AREA, 20' GARAGE 0 z w w g �; 285.84 89' (MEASURED FROM BACK OF SIDEWALK) w w W - 10 COMMON LOT o I I w w a Q a o-EG EGI 20,295 sqft EG G REAR...............................................................12' LAND SURVEYOR CIVIL ENGINEER z z w - - - of- z U3 N w I SIDE (FOR BOTH STORIES)..............................5' U w-moo - - - �=w w� SEAN P. SULLIVAN, PLS DERRI TT KERNER P.E. O I EG w o - --- uL ---- cn w O EG EG OE- � , Cl- cn W�=OE - - - - _L _ r�w - -� _ �� - - - - OE - __- J Ec EG EG w Z ww I MAXIMUM BUILDING HEIGHT...........................20 DAVID EVANS & ASSOCIATES ROCK SOLID CIVIL LLC `� - 9179 W BLACK EAGLE DR 270 N. 27TH STREET - - - - - - BOISE, ID. 83709 BOISE, ID. 83702 ANAL N89°34'50"W 487.10' �w (208) 900-9049 (208) 342-3277 ���SS_\CENSEQNCiy� 4.0' - 5 IRRIGATION, STORM DRAIN, AND R/w R/w N o o\ PUBLIC UTILITY EASEMENT: OWNER PLANNER 17 87 47.0' C/L X o MICHAEL CAROUBA, CCIM PENELOPE CONSTANTIKES 23.5' 23.5' SECTION `''U' FRONT...............................................................10 BLACKCAT 30 LLC RILEY PLANNING SERVICES LINE 48.0' R/W C/L 30.0 P.O. BOX 405 �9 P� 1420 S MILLS AVE STEM p rF o f o � 33.0' _� 20.0' 10.0' REAR...............................................................10 , BOISE, ID. 83701 �` F. C/L 0.5' LODI, CA. 95242 (208) 908-1609 RiTT KERB 2.0' 14.5' 14.5' 2.0' 5,0' 2.0' + SIDE..................................................................5 209 -327-7700 _11.5 ±5.5 3.0 10.0 18.0 5.0 5.0' ( ) 16.0' 2.0' 12.0' q 1 FLAT _ 2% FLAT 4./ 1�-4� 2% 0.5' j Pro ect No. RSC 19-61 BORROW DITCH CONCRETE SIDEWALK (PER CONCRETE SIDEWALK (PER CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT Drawn By: JEC (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, 3" ROLLED CURB & GUTTER GRAVEL ACHD SUP. DWG. SD-709) ACHD SUP. DWG. SD-709) SP-3, 0.50" (1/2") MIX, PG 58-28 SHOULDER SP-3, 0.50" (1/2") MIX, PG 58-28 PG 58-28 (PER ACHD SD-702) 6" VERTICAL CURB & GUTTER DWG. SD-709) CONCRETE SIDEWALK 4" OF 3/4" MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE (PER ACHD SD-701) Date: September 16, 2020 MEA 4" OF 3/4" MINUS AGGREGATE t CALL BEFORE YOU DIG! 3" ROLLED CURB & GUTTER 14" OF 6" MINUS PIT RUN (PER ACHD SUP. 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN � (PER ACHD SD-702) DWG. SD-709) CALL DIGLINE INC. Sheet No. 33.0'STREET SECTION 47'RIGHT-OF-WAY BLACKCAT ROAD 1/2 SECTION 48'RIGHT-OF-WAY PINE AVE 1/2 SECTION 30'RIGHT-OF-WAY PRIOR TO COMMENCING I[nawwnat�pelpW, 208-342-1585 UNDERGROUND WORK 1"=10' (LOOKING NORTH) (LOOKING EAST) Ill=10' ill=10' Call belme you dig. 1 of 1