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PZ - Pre-Plat PRELIMINARY PLAT FOR HORSE MEADOWS SUBDIVISION .0 LYING IN A PORTION OF THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, w GREY TOWER DR co I o � T.3N . , R. 1E. , B.M. MERIDIAN, ADA COUNTY, IDAHO F� T � oo D 2020 \ CY < E. PINE AVE F O H 21 -© o I SDSD of of of BASIS OF BEARING o - - - - - - - S 89°24'30" E 1318.43' 55 - W. PINE AVE J CD PROJECT SITE J W �o � - - � � 1Ln EP- b o v�i(if0 06 WESTSECTION CORNER _ o_ w EP - - - - - S89°24 ,3 c CP&F INST. No. 38.00 a O 1 > Ln 0.0' ROW _ 0"E 487.10' 1 0 - - - / - o 1051852124 u 0 C, M / _ _ DEDICATION -- 10.0' ROW _ CENTER WEST DEDICATION v rn = / GI 457' --- GI 1/16 CORNER / - -G PLS 7880 CP&F INST. NO.L17 B1 o GI E - N E o 0 N O I 112067279 Q O N 20,885 sqft N M -> 401' p°'1>1 mo � N N - 011 96' 47' 44' 45' 54' 114' I v o N Iva= I PROPOSED _ PUMP N �� 0 m I STATION 7 F -7 O J L LA 0 o I GAZEBO � � � ``1 � N � 3 t I I \ 5,032 sqft � ` t 3 s 52' L23 B1 I 30 o ZS 30 60 VICINITY MAP 48.0' 25.0' �2,� L22 B1 1 ` o 0\ 17.o I L19 B1 L20 B1 L21 B1 4,068 sgft 6,104 sqft ��� SCALE IN FEET ��- w N 4,169 sqft 0) 4,190 sqft 4,270 sgft 1"-30' - g00 w m 10.0' ROW rn 0 U EXISRTOW8.0' DEDICATION S�. 41' ; SITE DATA I I L16 B1 4 I GENERAL LEGEND 4,567 sqft 0 I 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM w o z \ w L24 B1 3. PROPERTY SIZE............... .. .. .. .. . .. .. ..4.71 acres �' w V) o / o_ 5,225 sqft " " " " � � O iw _< 4. EXISTING ZONING...................................R-4 - - PROPERTY BOUNDARY LINE z >- w O \i \4/ h� - 5. PROPOSED ZONING................................R-8 SECTION LINE o � m � O 6T- SSo 0 44 46 �`° \ 6. BUILDABLE LOTS.....................................27 PROPOSED LOT LINE � w O = I I I o 7. COMMON LOTS........................................I w ~ w 0 I _ o\ I 8. AVERAGE LOT SIZE(BUILDABLE).........4,428 sqft CENTERLINE Q z o Q o n w W "' W W / 0.50ACRES (10%) PROPOSED EASEMENT - w z O z 9. OPEN SPACE................................. . o - 9+O^TBD COURT _ 8+00 ��' 10. ANYRE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ------EP------ PROPOSED EDGE OF PAVEMENT w Q = un >- � II "t � �� / ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION W PROPOSED WATER MAIN o Q L15 B1S I r I I J q 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS S PROPOSED SEWER MAIN = Q - Q J 4,686 sqft O �- y 0) SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF PI PROPOSED PRESSURE IRRIGATION ~ z L-i U L_ J i J J L � _ _ S S MERIDIAN ZONING STANDARDS. cn o w - J o, I� I � � EXISTING EDGE OF GRAVEL ROAD O z w > w 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY L25 B1 I EXISTING OVERHEAD POWER z Q z Cr) J Q C_ U 42 71 / 4 055 sqft OF MERIDIAN. q I r EXISTING FENCE Q ~ 5 w w �o 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. w w J U J p o h LiT EXISTING WATER MAIN Q w SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE w Q z O = O _J UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE ss EXISTING SEWER MAIN w U w \ J w ~ N I ``' �� + S ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION PONDS WILL • PROPOSED SEWER MANHOLE C) CD w w O O = p N �n L10 B1 o BE CONSTRUCTED IN COMMON AREAS. cn w Y = O 4,830 sqft `n O z q 'Q2p 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, PROPOSED FIRE HYDRANT w = O � v I o i I - M to 01 I RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION, � z � z O Q AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- PROPOSED WATER VALVE N I _ L26 B1 EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR V PROPOSED WATER SERVICE Ln m L14 B1 ao ao 91' iO z I N I 6,331 sqft / / L12 B1 o L11 B1 4,017 sqft o EXPANSION THEREOF SHALL BE OR BECOME NUISANCE, PRIVATE OR L17 B1 / 4,248 sqft 4,544 sqft �s - - - l PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING PROPOSED STREET LIGHT / s L NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR ss EXISTING SEWER MANHOLE 20,885 rn L13 B1 � \ w MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION sqft / 4,638 sqft �s - Q 92' WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE D EXISTING STORM DRAIN MANHOLE s� -toL9 B1 o PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE EXISTING FIRE HYDRANT 4,414 sqft m RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN Nor II i� L27 B1 AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION EXISTING PRESSURE IRRIGATION VALVE J L 1 �� 4,000 sqft -07-1 THEREOF. OW EXISTING WATER MANHOLEL Z 91' 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION O EXISTING WELL 0 57 78' 31-3805. O EXISTING WATER VALVE �_ I 45' 45' 45'�P 45' 42' 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE I I 47.0 I SUBSURFACE. � EXISTING POWER POLE ' I -1 16.5' 16.5' 92 L8 B1 _�, SHEET INDEX © EXISTING CABLE PEDESTAL ❑T EXISTING TELEPHONE PEDESTAL m Q 0 4,413 sqft MBX EXISTING MAILBOX 0- o n� L28 B1 SHEET 1 - PRELIMINARY PLAT O FOUND 5/8" IRON PIN 0 4,000 sqft �, (n I I T+ SHEET 2 - PRELIMINARY SEWER PROFILE FOUND BRASS CAP MONUMENT Q o �170 I hI 91' I SHEET 3 - PRELIMINARY SEWER PROFILE 0 Z 10.0' Row L1 B1 � L2 B1 � L3 B1 L4 B1 L5 B1 0 � EXIST.�3I.O' ROW I DEDICATION o 4,492 sqft o 4,500 sqft o 4,500 sqft o 4,534 sgft o 4,200 sgft o 92 Q 48.0' 25.0' BUILDING SETBACKS: uJ W LAND SURVEYOR CIVIL ENGINEER 4,548 Bslgft + M L29 B1 FRONT/STREETSIDE........10' LIVING AREA, 20' GARAGE SEAN P. SULLIVAN, PLS DERRITT KERNER, P.E. ULl 00o I 4,125 sqft (MEASURED FROM BACK OF SIDEWALK) DAVID EVANS & ASSOCIATES ROCK SOLID CIVIL LLC u) w 2 - J 0 1 s I REAR...................... . ......................................12 9179 W BLACK EAGLE DR 270 N. 27TH STREET � L6 B1 � , L30 B1 ' ' BOISE ID. 83709 BOISE ID. 83702 O _ _ - _ 365 sqft ti - 374 s ft I SIDE FOR BOTH STORIES ' \ -� � � 76 (208) 900-9049 (208) 342-3277 I I I7 77'-P ��% 45' 45' 45' 45' 42' - - �, MAXIMUM BUILDING HEIGHT...........................20' 71 1,i J� 72 n OWNER PLANNER � 2552- ;n _ --2553 - _ RILEY PLANNING SERVICES MICHAEL CAROUBA, CCIM PENELOPE CONSTANTIKES 1+00 _ 2+00 -E�W 3+00 E� W W -� `� - IRRIGATION STORM DRAIN AND BLACKCAT 30, LLC E 1420 S MILLS AVE, STEM P.O. BOX 405 z 4+00 5+00 � _-G -6+00-`"Ec BOISE, ID. 83701 z ss - - - - - I - - , --- ��- - _� - PUBLIC UTILITY EASEMENT LODI, CA. 95242 OUARTERHORSE STREET ---- (208) 908-1609 G - ,�,)if'- - - - - ;� (209)-327-7700 0 92, �� Ec FRONT...............................................................10 can o - - _ _ REAR...............................................................10' N89°3450"W 525.10' - - - - SIDE..................................................................5' �z oSS\ONALFO�c/yF O J CD Z � R/W R/W Q 47.0' R/W 41.0' BNDY C/L X o o 17 8 23.5' 23.5' 23.5' 17.5' SECTION R W C L w Elf LINE 48.0' / / 30.0' J �o 33.0' _ _ 33.0' _ C/L 2.0' C/L 20.0' o.o' OF'QRITT F KE���� 2.0' 5.0' 2.0' 14.5' 14.5' 2.0' 5.0' 2.o' 5.o' 2.0' 14.5' 14.5' 2.0' t 11.5' t 5.5' 3.0' 21.0' 5.0' 2.0' 16.0' 2.0' 5.0' tt FLAT 2% 2% FLAT 4 FLAT 2% 2% 1_ 4% BERM 2%_ BERM J Project No. RSC 19-61 BORROW DITCH CONCRETE SIDEWALK (PER CONCRETE SIDEWALK (PER CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTER 6' VERTICAL CURB & GUTTER GRAVEL ACHD SUP. DWG. SD-709) ACHD SUP. DWG. SD-709) Drawn By: JEC (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, (PER ACHD SUP. SP-3, 0.50" (1/2") MIX, SP-3, 0.50" (1/2") MIX, PG 58-28 SHOULDER SP-3, 0.50" (1/2") MIX, PG 58-28 DWG. SD-709) PG 58-28 (PER ACHD SD-702) DWG. SD-709) PG 58-28 (PER ACHD SD-702) 6" VERTICAL CURB & GUTTER CONCRETE SIDEWALK 4" OF 3/4" MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE (PER ACHD SD-701) 4" OF 3/4" MINUS AGGREGATE 4' OF 3/4" MINUS AGGREGATE Date: May 8, 2020 3" ROLLED CURB & GUTTER (PER ACHD SUP. 3" ROLLED CURB & GUTTER 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN 14" OF 6" MINUS PIT RUN (PER ACHD SD-702) DWG. SD-709) (PER ACHD SD-702) CALL BEFORE YOU DIG! 33.0'STREET SECTION 47'RIGHT-OF-WAY 33.0'STREET SECTION 41'RIGHT-OF-WAY BLACKCAT ROAD 1/2 SECTION 48'RIGHT-OF-WAY PINE AVE 1/2 SECTION 30'RIGHT-OF-WAY CALL DIGLINE INC. Sheet No. 1"=10' 1"=10' (LOOKING NORTH) (LOOKING EAST) PRIOR TO COMMENCING UNDERGROUND WORK r,=10' 1"=10' KnOW 208-342-1585 Call t�ft del bd ovM�ud1a 1 of 3