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PZ - Preliminary PlatUC UC U C U C U C U C U C U C UC UC UC UC UC UC UC U C U C U C U C U C U C UC UC UC U C U C U C UC IR IR IR B B vv IR IRIR IR IR LIGHT POLE BASE E EB EB EB EB P CO SD CB SD COMMUNICATIONS MANHOLE 254 4 2 5 4 7 2547 2547 2 5 5 0 2 5 5 0 I R I R I R I R I R IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR IR I R I R I R IR IR I R I R I R I R N. T R E E H A V E N W A Y 3 2 ' 3 2 ' 27.5' 27.5' 70 0 . 5 5 ' 17 7 2 . 8 3 ' CPT #1 7 8 9 10 13 14 11 16 17 18 19 21 22 23 20 2 3 6 5 1 26 27 28 29 30 31 32 33 343536 37 383940424344 45 46 474849 505152 53 10 ' U T I L I T Y EA S E M E N T 12 ' B U I L D I N G SE T B A C K 1 0 ' U T I L I T Y E A S E M E N T ROCKBURY SUBDIVISION PUMA SUBD I V I S I O N N. T R E E C R E S T W A Y SPUR W I N G GROV E SUBD I V I S I O N NO. 6 CENT E R COMM U N I T Y SUBD I V I S I O N N. TR E E F A R M W A Y S S S S S S S S S FH W W W W W W W W W W FH WW W W W W W W W W W W W W W W W W W vvvv v CO 18" PIPE E,W INV: 2526.26' ENCLOSED PIPE E,W S 8" INV: 2527.47' IR IRIR IR IR EB IR IR IR IR v IR v IR IR IR IR IR IR IRIRIR IRIR IRv IR IR CB CB 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 1" 1" 1" 1" 1" 1" 1" 1" EB WITH PIPE MARKER 4 3124 S.F. 2702 S.F. 3045 S.F. 3534 S.F. 4964 S.F. 3163 S.F. 3166 S.F. 4978 S.F. 3544 S.F. 3057 S.F. 2714 S.F. 3218 S.F. 4967 S.F. 3186 S.F. 3252 S.F. 5444 S.F. 3524 S.F. 3629 S.F. 3605 S.F. 3604 S.F. 3594 S.F. 3276 S.F. 5086 S.F. 4667 S.F. 5643 S.F. 3073 S.F. 3402 S.F. 4064 S.F. 4823 S.F. 3169 S.F.3077 S.F. 3396 S.F. 2929 S.F.2604 S.F.3076 S.F.3402 S.F.2929 S.F.2629 S.F. 3537 S.F. 4429 S.F. 3275 S.F.2651 S.F. 3402 S.F. 2929 S.F.2604 S.F.3105 S.F. 3152 S.F. 6870 S.F. 22,975 S.F. 15 8 1 S . F . 31' 93 ' 31' 93 ' 93 ' 37' 93 ' 37' 31'28'28' 93 ' 33' 93 ' 99 ' 93 ' 97 ' 11 2 ' 31'28'33'28'31'33'37' 34'2 8 ' 2 3 ' 12' 23' 1 8 ' 8' 3' 12 2 ' 97 ' 93 ' 93 ' 93 ' 28'31'37'17'33'28' 28'33'17'37'31' 93 ' 93 ' 4 ' 3 9' 21'7'36'33'16'10 ' 9 5 ' 93 '93 ' 37'33'42' 2 3 ' 1 0 6 ' 23' 51' 2 6 ' 10 6 ' 65' 52' 110' 101' 98' 99' 37 ' 37 ' 37 ' 2 0 ' 1 1 ' 20 ' 3 5 ' 3 6 ' 2' 99' 99' 82' 37 ' 37 ' 37 ' 37 ' 37 ' 16 ' 1 6 '10' 62' 93' 37 ' 17 ' 4 8 ' 44 ' 37 ' 20' 5 5 ' 8 7 ' 3 1 ' 30' 1 3 ' 5 8 ' 50' 6 4 ' 14' 3 2 ' 49' 35' 33' 28' 32' 37' 15' 15' 37' 31' 28' 33' 84' 3 3 ' 49' 6 4 ' 9 7 ' 9 7 ' 9 7 ' 9 7 ' 9 7 ' 9 7 ' 9 0 ' 9 6 ' 9 7 ' 9 7 ' 9 7 ' 6 4 ' 6 4 ' 6 4 ' 3 3 ' 35' 49' 49' 35' 37' 32' 28' 3' 3 1 ' 33' 28' 32' 37' 84' 84' 36,997 S.F. I L L E G I B L E PL S 7 8 8 0 B S M . L S 8 0 2 2 BS M . L S 8 9 2 2 BS M . L S 8 9 2 2 P L S 7 8 8 0 N0 0 ° 3 0 ' 5 1 " E 1 4 0 . 7 6 ' C 1 N60° 3 9 ' 4 7 " E 4 7 3 . 3 1 ' C 2 C 3 C4 S 1 9 ° 3 4 ' 5 6 " E 6 2 . 7 1 ' S19° 34' 56"E 3.49' C 5 S0 1 ° 2 7 ' 1 9 " E 1 5 2 . 2 6 ' C 6 S44 ° 2 3 ' 2 3 " W 1 3 9 . 6 4 ' N89° 25' 43"W 678.90' 12' BUILDING SETBACK 1 2 ' B U I L D I N G S E T B A C K 10' UTILITY EASEMENT BL O C K 1 41 15 1 4 5 4 S . F . 2 0 ' L A N D S C A P E B U F F E R 12 24 24 24 54 25 13,591 S.F. 4 1546 S.F. 2354 S.F. 55 WATER LINE SANITARY SEWER MANHOLE WATER METER FIRE HYDRANT SANITARY SEWER CLEANOUT PROPOSED IMPROVEMENTS LEGEND IR-P IR-P IR-P PRESSURIZED IRRIGATION LINE SEWER LINE LOT LINE EASEMENT LINE FH S W BOUNDARY LINE SITE SETBACK LINE XX LOT NUMBER SURVEY CONTROL POINT (AS NOTED) EXISTING WOOD FENCE EDGE OF PAVEMENT SECTION RIGHT-OF-WAY EXISTING WATER LINE UC UC UC UC EXISTING UNDERGROUND COMMUNICATIONS LINE EXISTING OVERHEAD POWER LINE UTILITY POLE STOP SIGN WATER VALVEv SANITARY SEWER MANHOLE CALCULATION POINT, NOTHING FOUND OR SET EXISTING UNDERGROUND POWER LINE EB IR SD STORM DRAIN MANHOLE CO FIRE HYDRANT ELECTRICAL METER ELECTRICAL BOX E IRRIGATION BOX SANITARY SEWER CLEANOUT IRRIGATION MANHOLEIR EXISTING FEATURES LEGEND WATER SPIGOT EXISTING STORM DRAIN LINE EXISTING SEWER LINE CB CATCH BASIN BOLLARD TIE/DETAIL PAINT STRIPE, UNLESS NOTED AS PIPE WATER WELL B PIPE/LINE TERMINUS UNKNOWN TELEPHONE RISER 1/16 SECTION P EXISTING GAS MARKER IR IR IR IR EXISTING GRAVITY IRRIGATION SAND AND GREASE TRAP RECORD EASEMENT CENTER LINE BOUNDARY CR CORNER RECORD I.N. NO., ADA COUNTY RECORDS FOUND 5/8" REBAR, PLASTIC CAP "JUB11334" UNLESS OTHERWISE NOTED FOUND COPPER CAP "JUB11334" FOUND 1/2" REBAR, PLASTIC CAP "JUB11334" UNLESS OTHERWISE NOTED CR 2017-072464 21 22 2735 BS M L S 8 0 2 2 1/16 CORNER SECTION 22 1" IRON PIPE 1323.58' S89° 17' 00"E 2647.27' 40 . 7 0 ' W. CHIDEN BOULEVARD BASIS OF BEARINGS CSC PLS5082 CR 2017-072466 22 27 CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 RADIUS 832.00' 532.00' 474.05' 14.91' 372.50' 227.50' DELTA 009°15'31" 008°03'53" 012°30'30" 096°03'59" 018°07'38" 023°55'41" LENGTH 134.45' 74.88' 103.49' 25.00' 117.85' 95.01' CH. BEARING N65°17'32"E N56°37'50"E N58°51'09"E S67°05'16"E S10°31'07"E S13°25'09"E CH. LENGTH 134.30' 74.82' 103.29' 22.17' 117.36' 94.32' RO C K B U R Y N O R T H S U B D I V I S I O N ME R I D I A N , I D A H O PR E L I M I N A R Y P L A T BO U N D A R Y , E X I S T I N G A N D P R O P O S E D C O N D I T I O N S CERTIFICATE OF SURVEYOR I, RONALD M. HODGE, DO HEREBY STATE THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THIS TOPOGRAPHIC MAP HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND (07-12-2018) UNDER MY DIRECT SUPERVISION AND IS AN ACCURATE REPRESENTATION OF SAID SURVEY. BENCHMARK (NAVD 88) THE REFERENCE BENCHMARK FOR THIS SURVEY IS THE NATIONAL CORS NETWORK, ELEVATION BROUGHT TO SITE VIA STATIC GPS OBSERVATIONS AND PROCESSED USING THE NATIONAL GEODETIC SURVEY "OPUS" UTILITY AND POST PROCESSING SOFTWARE. REFER TO DRAWING FOR ON-SITE CONTROL VALUES. AC A D F I L E : DA T E : CK . DR . 20 8 - 3 4 2 - 7 9 5 7 - w w w . f o x l a n d s u r v e y s . c o m F O X L A N D S U R V E Y S , I N C . 15 1 5 S O U T H S H O S H O N E S T R E E T B O I S E I D 8 3 7 0 5 SC A L E : THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY AGREEMENT IN WRITING WITH FOX LAND SURVEYS, INC. SHEET SE P T E M B E R 2 0 1 8 1" = 5 0 ' RM H TR C 17 0 7 0 M S RO C K B U R Y N O R T H S U B D I V I S I O N 1 1 BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY WAS ESTABLISHED BY GPS TECHNIQUES, PROJECTED TO THE IDAHO STATE PLANE COORDINATE SYSTEM, NAD 83 DATUM, WEST ZONE. ALL BEARINGS SHOWN ARE ON GRID AZIMUTH AND ALL DISTANCES SHOWN ARE AT GROUND. REFER TO THE DRAWING FOR THE SPECIFIC LINE AND MONUMENTS USED. THE VERTICAL DATUM IS NAVD88 PLEASE CONTACT FOX LAND SURVEYS FOR SPECIFIC SITE CONTROL. FOR INFORMATIONAL PURPOSES ONLY ORIGINAL SIGNED BY: RONALD M. HODGE, PLS DATE ORIGINAL SIGNED: 09-06-2018 ORIGINAL ON FILE AT THE OFFICE OF FOX LAND SURVEYS, INC. UTILITY STATEMENT THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM SURFACE EVIDENCE OBSERVED AND SURVEYED IN THE FIELD. GEM STATE LOCATING MARKED THE DRY LINE UTILITIES, AND THOSE LOCATIONS WERE COLLECTED IN THE FIELD. THE SURVEYOR MAKES NO WARRANTIES OR GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE SURVEYOR DOES NOT WARRANT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THEY ARE LOCATED AS ACCURATELY AS REASONABLY EXPECTED FROM THE OBSERVED EVIDENCE. THE SURVEYOR AND THE LOCATORS DID NOT PHYSICALLY LOCATE THE UNDERGROUND POSITION OF ANY UTILITIES. (POT HOLING TO OBTAIN HORIZONTAL AND VERTICAL POSITIONS AND PIPE SIZES WAS NOT PERFORMED). THE SURVEYOR DID NOT ENTER ANY CONFINED SPACES. PIPE SIZES ARE BASED UPON ESTIMATES IN THE FIELD. THE AGE OF THE UTILITIES IS UNKNOWN. CALL DIGLINE PRIOR TO ANY EXCAVATION. N 50 25 0 50 100 SCALE: 1"=50' D ERETSIGER 8575PROF O HADIFOET A T S LANOISSE V U R S E Y O R LAND R O N A LD M . H O D G E PROPERTY ADDRESS N. TREE HAVEN WAY MERIDIAN, IDAHO DEVELOPER/APPLICANT ROCKBURY 88 LLC, AN IDAHO LIMITED LIABILITY COMPANY 904 MADRID AVENUE TORRANCE, CA 90502 MICHAEL NIGH 208 407-6710 myckey2u45@yahoo.com ENGINEER MATT DERR BRECKON LAND DESIGN 6661 N. GLENWOOD STREET GARDEN CITY, ID 83714 mderr@breckonld.com SURVEYOR RONALD M. HODGE FOX LAND SURVEYS, INC. 1515 S. SHOSHONE STREET BOISE, IDAHO 83705 rhodge@foxlandsurveys.com SITE BENCHMARK CPT #1 1/2" REBAR N: 729098.95' E: 2441006.29' ELEV: 2550.76' NOTES 1.CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. 2.ALL DRIVEWAYS IN THIS DEVELOPMENT ARE PRIVATE ROADS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS FOR DRIVEWAYS. 3.LOTS 1 AND 52, BLOCK 1 ARE COMMON LOTS, ALSO RESERVED FOR PUBLIC UTILITIES AND WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 4.STORM WATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. 5.THIS SUBDIVISION WILL RECEIVE IRRIGATION WATER FROM THE SETTLERS IRRIGATION DISTRICT. THE PRESSURIZED IRRIGATION SYSTEM SYSTEM WILL BE MAINTAINED AND OPERATED BY THE SPURWING GREENS MASTER ASSOCIATION. 6.THE OWNER SHALL COMPLY WITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. 7.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES , "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 THEN 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, AGRICULTURAL FACILITY OR EXPANSION THEREOF". 8.THIS PROPERTY IS IN ZONE 'X' OF THE FLOOD INSURANCE RATE MAP No. 16001C0140 H, COMMON PANEL No. 0140 H, WHICH BARES AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. 9.DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY SUEZ WATER. 10.SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. 11.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. 12.BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION. 13.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE RE-SUBDIVISION. 14. CERTIFICATION AND CERTIFY AS USED HEREIN MEAN TO STATE OR DECLARE A PROFESSIONAL OPINION OF CONDITIONS REGARDING THOSE FACTS OR FINDINGS, WHICH ARE THE SUBJECT OF THE CERTIFICATION, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESS OR IMPLIED. PRELIMINARY PLAT FOR ROCKBURY NORTH SUBDIVISION A RE-PLAT OF LOTS 4 THRU 6, BLOCK 1 OF THE ROCKBURY SUBDIVISION SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN MERIDIAN, ADA COUNTY, IDAHO 2018 LAND USE SUMMARY TOTAL AREA:5.823 ACRES BUILDABLE LOTS:47 COMMON LOTS: 8 TOTAL LOTS:55 EXISTING ZONE:R-15 PROPOSED ZONE:R-15