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CC - Pre-platCurve Table Curve # Length Radius Delta Chord Bearing Chord Length C1 193.38' 485.54' 22'49'11" N72'02'37"E 192.11' C2 117.85' 372.50' 18' 07'37" S1 0*31 ' 10"E 117.36' C3 185.06' 227.50' 46'3628" S24°45'35"E 180.00' C4 144.13' 187.50' 44'0235" S70'05'07"E 140.61' C5 38.98' 72.50' 30'48'14" S76'42'17"E 38.51' C6 176.88' 225.00' 45'02'28" S06' 10'36"W 172.36' C7 1 1 1.77' 380.00' 16'51'11 " S07' 55'02"E 111.37 UNPLATTED 1/16 COR Line Table Line # Direction Length L1 N00'30'49"E 40.00' L2 S61' 18'1 0"E 20.66' L3 S28°41'50"W 73.67' L4 S00'30'34"W 78.90' PRELIMINARY PLAT FOR ROCKBURY SUBDIVISION SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2017 0) N N....... 4 r— a)��; \\ CIN bN ( 0 �g V. \ \ 20' LANDSCAPE BUFFER I Vii\ a � EXISTING SEWER Block 2 r044 cc �tf .`• 7 �. , � , �, PROPOSED _ < ' SEWER STUB 3 i / .....\ PROPOSED 253777 sf 5.83 cc, /. \ �� A,. / WATER STUB ,� �� � ' ' �\\ R-15 ;a PROPOSED _ ,"; \ 13.0 ` NATER STUB SECONDARY r 8.0' WELL HOUSE -� TO REMAIN TO BE RELOCATED 26.0' PUMA SUBDIVISION ; ACCESS 0: / CD W a `6b.0 GIRR / o w EASE NT 678.9 ' _. p+\ _.. { EP \ EPEP EP V� ` P ti PROPOSE �pWj WATER STUB' �\ 1 PROPOSED R .. SEWER STUB .... ,�' � 53' 6 'Eo z I, . III 1:.07 C5 Z L2 W � `! - MAIN 2540- ACCESS , p 00 I TO BE Block 1 I �/ RELOCATED , f 2 PROPOSED \ :.. .45467-1-- sf 40.0' GIRR / w' \ACCESS ROAD, l ' ? 15:03- ac' _ r ' t ' ? EASEMENT / i I U u _. 2 46 r ri'®/i'..r/rrrrirr/� a .._ _.. EXISTING 100 200 SCALE IN FEET J'BJ -11.11-8 ENGINEERS., INC.I co 0 CO • .. z co CL • • •L0 co VICINIW MAP SCALE: 1 "=1000' BOUNDARY LEGEND - Subdivision Boundary Line - - - - Section Line - Match Line - - Center Line - Right-of-way Line - - Existing Parcel Line - ' — ' ' — - - Existing Pioneer Irrigation Easement Line - - - - - Existing Settlers Irrigation Easement Line - Existing Meridian Sewer Easement Line — -- -- -- -- -- - Proposed Settlers Irrigation Easement Line - Section Corner r� - Quarter -Section Corner p - Found 5/8" Rebar •Q - Property Corner ,t NOTES: 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. 2. ALL DRIVEWAYS IN THIS DEVELOPMENT ARE PRIVATE DRIVES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CIT( OF MERIDIAN SPURWING STANDARDS FOR DRIVEWAYS. GROVE SUBDIVISION 3. LOTS 1, 2, AND 3 IF BLOCK 1 ARE COMMERCIAL LOTS WITH CROSS ACCESS AGREEMENTS. LOT 1 OF BLOCK 2 IS A COMMON LOT AND WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. it 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. 5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION. 6. THIS SUBDIVISION WILL RECEIVE IRRIGATION WATER FROM THE SETTLERS IRRIGATION DISTRICT. THE PRESSURIZED IRRIGATION SYSTEM WILL BE MAINTAINED AND OPERATED BY SPURWING GREENS MASTER ASSOCIATION. -4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL OPERA 7. THIS DEVELOPMENT RECOGNIZES SECTION 22 TION, 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 NOT A 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, t AGRICULTURAL FACILITY OR EXPANSION THEREOF." 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE SUEZ WATER. 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 10. LANDSCAPED COMMON AREAS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE LANDSCAPE PLAN. THESE AREAS -' SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 11. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF DEVELOPMENT. 12. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE -SUBDIVISION. 13. THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. 14. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP NO. 16001 CO140 H. COMMUNITY PANEL NO. 0140 H, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. LAND USE SUMMARY TOTAL AREA: 23.59 AC. TOTAL LOTS: 4 LOTS EXISTING ZONE: R-15, C -N PROPOSED ZONE: R-15, C -N '2 r> �% / `� , t }I+�//J7////i//!% / BO I Gam. �y _ /� - / \ Ji 13.0 TO BE h. PRIVATE ' ` RELOCATED o 2548'' z R 3 DRIVE g \ / 1;'' `, EASEMENT L,,� SECONDARY ACCESS ; --- — 1 \ --✓/ - - - w Point of Beginning ;� RIGHT IN `f / _� -__ _ F- RIGHT OUT ... / 1048 2' �d., F- ........ .............. - _.... - .. 00' _ ti . 76 z r _ _ - C 2'.0 21 22 .- -_- _ 4 _.. _ �- 6 K� _.T�8.53'- 1323.62 . .. - :132-3:62' - - — — 22 _ - - - u 28 27 W. CHINDEN BLVD. (HWY 20\26) - - - -- ... - - - r N89' 17' 18'W 2647.24' _... _.._ .._ 27 Basis of Bearing - - - - U J BAINBRIDGE SUBDIVISION owzW w= -a UW) OW: WD z , = c J 8 H t9ZZZ�W z U-5 LU U-5 LU �C, Z661 c0 - g o W LL Q � . m Ocnn-�jw� ao0WoO W=WzZz ZQo z w z�moO Q LL LL' F—Z 0 s W < 0 is 0< Oz 0ZwJw �W00� = �a3:3: z O cn O 0 M 0 U) z r 00 W U O cr z O F_ 0 O U W QO cr_ a °� Z C) L W z ate. F. X W z O m OWNEWDEVELOPER ROCKHARBOR CHURCH, INC. FILE: CHURCH PRE -PLAT LA �S\ �� S tE S ��. S OA 117 9 s�?f`yl'% q ��P �► Ory . OFo M, M�Ca LAND SURVEYOR CODY McCAMMON, P.L.S. J -U -B ENGINEERS 250 S. BEECHWOOD AVE. 1608 N. MERIDIAN RD. STE. 125 MERIDIAN, ID 83642 CIVIL ENGINEER SCOTT WONDERS, P.E. J -U -B ENGINEERS 250 S. BEECHWOOD AVE. JUB PROJ. #: ######### DRAWN BY: #### DESIGN BY: #### CHECKED BY: #### ONE INCH AT FULL SIZE, IF NOT ONE INCH. SCALE CCO DIG Y LAST UPDATED: 2/14/2017 SHEET NUMBER: BOUNDARY CERTIFICATION STE. 201 BOISE, ID 83709 208-376-7330 STE. 201 BOISE, 1D 83709 208-376-7330 PP -01