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HomeMy WebLinkAboutPre-plat PRELIMINARY PLAT FOR HORSE DOWS SUBDIVISION LYING IN A PORTION OF THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, W. GREY TOWER DR Cn _ OE T T.3N . , R. 1 E. , B.M. MERIDIAN, ADA COUNTY, IDAHO F� �T0<N of 2020 O MEA E. PINE AVE w S SD - - z � OE BASIS OF BEARING o Q - - - - - - - - - - - - - - - - - S 89°24'30" E 1318.43' � SS W. PINE AVE W - _ oz� Y a N r7 „ n p 0 C6 0 A U WEST 1/4 CORNER W v C> w - W W N,, W W W 0O 0 m SECTION 10 - _ PROJECT SITE J CP&F INST. NO. 10.0' ROW 4"` Q - ` - - - - - - - "' Z 105185212 DEDICATION S89°24'30"E 487.10' - 10.0' ROW °1 �� CENTER WEST j 40, DEDICATION GI 1/16 CORNER ' 301.0' o �L� 68.9' PLS 7880 ABANDON 8" WATER / I 5 GI o 1 COMMON LOT �j �j 0 co CP&F INST. NO. 0 0 (FIELD VERIFY LOCATION) `L� N j u. �`•-1 COMMON LOT -o �I 112067279 V V m 1,112 sqft 1,694 sqft � � v C0 r ' D I ° N 140.1' 2 5 27.8 55.0' 82.7' 89.0' I Q o °' N o I -7 > mm > o � ti N '0 - N I \ 14 / 00 4 357 -� - 4,040 <<� 0 z ul o z BLOCK 2 6,189 / Ci 30260 q - o 0 s ft I � a � I _Q, sqft o sqft 47.0' N v 3 25.0' 0 `� BLOCK 1 I 30 0 15 30 60 17.0' � 5 6,63(6 13LOCK 2 33.0' - � Q) z o 6,175 / 82.7' 89.1' SCALE IN FEET VICINITY MAP 10.0' ROW sqft 1"=30' °1 N EXIST. 38.0' DEDICATION sqft _ c 1 - 800LU Row I 42 0' 0 3 SITE DATA 0 � 4,008 �;I 1. PROJECT LOCATION:MERIDIAN IDAHO ��`LO Rip i / 4,260 -'n sgft L I 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM GENERAL LEGEND I I >>•4' sqft "' 3. PROPERTY SIZE......................................4.71 acres - - 4. EXISTING ZONING...................................R-4 - - PROPERTY BOUNDARY LINE o z o I'��o 6$5 5. PROPOSED ZONING................................R-8 SECTION LINE cn w0 w LLJ U CD = i 89.1' 6. BUILDABLE LOTS.....................................26 = � o � � Q PROPOSED LOT LINE 82.7' I F 7. COMMON LOTS........................................3.....(30,658 sqft) v_ w >_ w o N w I CENTERLINE w m m o �I I I 1 4 8. AVERAGE LOT SIZE(BUILDABLE).........4,452 sgft o m m o N M 0 4,008 0 .....43,474 sqft(21.19%) PROPOSED EASEMENT o � CD m - I 9. OPEN SPACE.................. I 12 a; - sqft 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE PROPOSED SETBACK Q cnCD _ I N _ 0 00 4,376 4 j ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION EP PROPOSED EDGE OF PAVEMENT cn z m CD z 16 Ni sqft in ;n 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS W PROPOSED WATER MAIN Q z w w 4,260 - - - SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF a z 4,917 1 co �n � S PROPOSED SEWER MAIN - O s ft / sqft MERIDIAN ZONING STANDARDS. w a o p J g \ PI PROPOSED PRESSURE IRRIGATION Q - z V �, 89 1' I 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY = Q m i N ZO CV \ J O I OF MERIDIAN. OPEN SPACE � z -) J Q m I o -2 - - -� I 82 7' 0 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. EXISTING EDGE OF GRAVEL ROAD CD wz c J � 5 80.0' d 5 z Q w � cl c O O N �ti�' �.0- \ 73.2' �- 4,008 SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE EXISTING OVERHEAD POWER = C� 5 x U sqft Lo UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE EXISTING FENCE Q z o w ( w q ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION PONDS WILL w w w Q m w - H2O EXISTING WATER MAIN o O Q I ry BE CONSTRUCTED IN COMMON AREAS. Q zo 0 0 N U 7- SS EXISTING SEWER MAIN w c� m w M 0 17 11 5 Ln L 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, o 0 0 V5 O w Y U I I 6 4,247 r i� 4,556 `�' 4 260 -� N O I � RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION, • PROPOSED SEWER MANHOLE w � w cn CD O Q sqft n sqft `� sgft ") + + 89'1 I 0 AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- o o U _ m Ln EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR PROPOSED FIRE HYDRANT 0 z a- � z CD z I " J L o EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR 0 PROPOSED WATER VALVE 94.5' 91 g' 82 7' 0- 6 0 PUBLIC, BYANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING \ / 4,008 NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR �S PROPOSED WATER SERVICE 174.5' sqft MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION Bo PROPOSED BLOW-OFF WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE 18 � -� PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE o-e PROPOSED TYPE STREET LIGHT I LO 4,252 - 0 6 COMMON LOT 0 I RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OFAN b� PROPOSED TYPE II STREET LIGHT sqft < COMMON N L 89 1 AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION O THEREOF. ss EXISTING SEWER MANHOLE o Qo 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION SD EXISTING STORM DRAIN MANHOLE 94.5' Ln a� 7 174.5' - 0 31-3805. Y N z I � z 90 8 83 7 � 4s000 �I 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE � EXISTING FIRE HYDRANT 0 -17.0' m I � r q SUBSURFACE. EXISTING PRESSURE IRRIGATION VALVE - 10.0' ROW 1 g I 17. DIRECT SUBDIVISION LOT ACCESS VIA BLACK CAT ROAD IS PROHIBITED. C/) EXIST. 38.0' ROW DEDICAT10N 0 4,252 0 10 18. LOT 10 BLOCK 1 IS A NON-BUILDABLE LOT AND IS TO BE OWNED AND OW EXISTING WATER MANHOLE 6 -�; - 'r) ') 7 MAINTAINED BY THE HORSE MEADOW SUBDIVISION HOME OWNER'S W EXISTING WELL ~ sqft 4,040 �r 89.1' 0 48.0' 25.0' sqft 0) 4,129 - ASSOCIATION UNTIL SUCH TIME THAT IT RE-DEVELOPS. EXISTING WATER VALVE m g sqft y I I � � - � EXISTING POWER POLE o I 94•5 BLOCK 2 °' 8 0I © EXISTING CABLE PEDESTAL � o m I / 90'8 4,000 0 EXISTING TELEPHONE PEDESTAL U) cl�_ I BLOCK 2 33.0' 83.7 sqft I Mex EXISTING MAILBOX Q 20 47.0' - - OO FOUND 5/8" IRON PIN 0 Z 0 4,252 0 9 - - - - 33.0' FOUND BRASS CAP MONUMENT Q g 89.1' EXISTING TYPE II STREETLIGHT � sqft -� 4,227 � 0 I � ' � J 47.0 SHEET INDEX %�- wLU S 'IlkI sqft LO 4,095 -") BLOCK 1� �r sqft ") SHEET 1 - PRELIMINARY PLAT W !Z - 9 I to 25' - - - 94.5 o - - - - - - - - -7 .5'- 5' - - - -/ Q 4,188 SHEET 2 - PRELIMINARY SEWER PROFILE N N89°34 50 W 202.35 0 - - - - - - - - - -69 0 0o -SD-_ sqft SHEET 3 - PRELIMINARY SEWER PROFILE 0 Z o s �ti�' N84°33'47"W 285.84' O W 1 2qo - - - - _7s.s' BUILDING SETBACKS w I - -- wNw w -W - - w w - - - _ _ _ - o I - Wof w �, "' _ S84°33'47"E 335.38'_ -��o� of- z N N w FRONT/STREETSIDE........10' LIVING AREA, 20' GARAGE EG Z �) i - X Of�N (MEASURED FROM BACK OF SIDEWALK) z r - OE13 - Q N OEd3 Es EG w z I REAR...............................................................12 z 10.0 119. - - w 5s8.9' �� - 26s 7° _ _ _ -- _ �_ _ LAND SURVEYOR CIVIL ENGINEER SIDE (FOR BOTH STORIES)..............................5' N89°34'50"W 487.10' SEAN P. SULLIVAN, PLS DERRITT KERNER, P.E. o 4.0' 269•7' d° d3 MAXIMUM BUILDING HEIGHT...........................20' DAVID EVANS & ASSOCIATES ROCK SOLID CIVIL LLC 0- d3��; 9179 W BLACK EAGLE DR 270 N. 27TH STREET N BOISE, ID. 83709 BOISE, ID. 83702 SS�pSAL FN IRRIGATION, STORM DRAIN, AND (208) 900-9049 (208) 342-3277 0�� ��cENSEa ciy``F R/w R/w G L N o o\ PUBLIC UTILITY EASEMENT: OWNER PLANNER 17 87 47.0' / X o Of MICHAEL CAROUBA, CCIM PENELOPE CONSTANTIKES FRONT...............................................................10 /8/ZDo 23.5' 23.5' SECTION 48.0' w ' BLACKCAT 30, LLC RILEY PLANNING SERVICES R/W C/L 30.0' 1420 S MILLS AVE STEM P.O. BOX 405 9TE 0 F oP 33.0' _ 20.0' 10.0' REAR...............................................................10' BOISE, ID. 83701 �` F. C/L 0.5' LODI, CA. 95242 (208) 908-1609 RirT KERB 2.0' 14.5' 14.5' 2.0' 5,0' M + 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% 2% FLAT 4. 1�-4� 2% 0.5' 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: December 8, 2020 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) 1"=10' ill=10' Call before you dig. 1 of 1