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HomeMy WebLinkAboutMap 2N ro J a z 1 2,205 sf `� GUMMUN AREA ., FND. ALUMINUM CAP ILLEGIBLE CP&F NO. 200618002 VICINITY MAP 1 "=a00' UNPLATTED UNPLATTED 64' 64' 64' 64' 78' 2 3 4 5 6 F 6,841 sf 6,838 sf 6,843 sf 6,848 sf 8,311 sf o 10 64' 64' 64' 64' 79' 78 12 11 10 9 8 7 �10,045 sf 6,858 sf 6.856 sf 6,856 sf 6,856 sf 8,313 sf o 0 0 0 0 10 0 106' 64' 64' 64' 64' PRELIMINARY PLAT 51ERM RJDGE 508DJVI,SION A PART OF THE S 112 OF THE SE 1,14, SECTION 32, T. 4 N., R. 3 W.,B.M., CANYON COUNTY, IDAHO 2006 118' 7,759 sf — /.6/3 st " 3 115' 5 p 0 'O 7,577 sf 'DI 114' 0 O SE 1/16 COR. UNPLATTED DEVELOPMENT DATA: 1. DOMESTIC WATER IS PROVIDED BY CITY OF CALDWELL MUNICIPAL WATER SYSTEM BY EXTENSION OF EXIST. 12"0 WATER. 2. SEWAGE DISPOSAL SHALL BE PROVIDED BY THE CITY OF CALDWELL MUNICIPAL SEWER SYSTEM. 3. ALL STREET RIGHTS OF WAY SHOWN HEREIN SHALL BE DEDICATED TO THE PUBLIC FOR PUBLIC USE. ALL ROAD IMPROVEMENTS SHALL MEET THE CITY OF CALDWELL STANDARDS & SPECIFICATIONS. 4. PRESSURE IRRIGATION SHALL BE PROVIDED BY A PRESSURE IRRIGATION SYSTEM APPROVED BY WILDER IRRIGATION DISTRICT. PRESSURE IRRIGATION SHALL BE LOCATED ALONG SUBDIVISION BOUNDARY AND ALONG THE BACK LOT LINES. 5. TOTAL AREA OF PROPOSED DEVELOPMENT IS ±64.27 ACRES. 6. CONTOUR INTERVAL IS 1 FT. 7. PROJECT DENSITY.' 3.47 LOTS PER GROSS ACRE. 8. NO. OF BLOCKS IS 15, NO. OF RESIDENTIAL LOTS IS 223 9. MINIMUM RESIDENTIAL LOT SIZE IS 6,183 SF. MAXIMUM RESIDENTIAL LOT SIZE IS 15,308 SF. AVERAGE RESIDENTIAL LOT SIZE IS 7,730 SF. 10. CURRENT ZONING DESIGNATION: COUNTY "A", REQUESTING ZONE CLASSIFICATION OF CITY R-1 11. 13 COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION. TOTAL COMMON AREA IS 7.78 ACRES. 12. APPROXIMATELY t8.297. OF THE PROJECT IS USEABLE OPEN AREA (EXCLUDING ROAD BUFFERS AND STORMWATER DETENTION AREAS). 13. PROJECT WILL BE PHASED IN A MAXIMUM OF 5 PHASES. 14. A WATER BOOSTER STATION IS ANTICIPATED. 4zAO'r.;i'1011C NOTES: 1. THERE WILL BE A 10 FT. WIDE IRRIGATION AND UTILITY EASEMENT ALONG THE SUBDIVISION BOUNDARY AND 10 FT. ALONG THE STREET FRONTAGE OF EACH LOT AND 10 FT. ON BOTH SIDES OF REAR LOTS UNLESS OTHERWISE SHOWN. 2. SIDE LOT LINES SHALL HAVE A 5 FT. WIDE GENERAL DRAINAGE, IRRIGATION AND UTILITY EASEMENT ON BOTH SIDES OF EACH LOT LINE, UNLESS OTHERWISE SHOWN. 3. RADII OF ALL STREET CORNERS AND CUL-DE-SAC CORNERS ARE 20 FT. UNLESS OTHERWISE SPECIFIED 4. ROLLED CURB AND 4 FT. SIDEWALK INSTALLED WITH A 37 FT. BACK TO BACK OF CURB ON INTERIOR STREETS. 5. ALL UTILITIES SUCH AS TELEPHONE AND POWER LINES SHALL BE UNDERGROUND IN THE UTILITY EASEMENTS. 6. ALL SEWER SHALL BE 8" UNLESS OTHERWISE SPECIFIED. 7. STORM DRAINAGE: DETENTION FACILITIES PER 25-yr STORM EVENT WITH 1 MINER'S INCH PER ACRE HISTORIC DISCHARGE TO THE BARDSLEY GULCH DRAIN (EAST OF FARMWAY RD.) 10. WAIVER REQUEST.'REQUEST TO LOCATE STORM DRAIN DUE TO EXISTING TOPOGRAPHY INFILTRATION TRENCHES IN FARMWAY AVENUE RIGHT-OF-WAY. SEE DETAIL SHEET 2 11. SEE SHEET 2 FOR ROAD SECTION DETAILS O- 419.54' M, 6 N n I 0 O N 50 100 200 Scale: 1 "=100' i rnrivn FOUND BRASS/ALUMINUM CAP MONUMENT Qo FOUND 5/8 INCH DIA. IRON PIN 0 FOUND 1/2 INCH DIA. IRON PIN (111 FOUND PK NAIL CALCULATED POINT EDGE OF PAVEMENT OVERHEAD POWER LINES FENCE EDGE OF GRAVEL DIRECTION OF FLOW -------- PROPERTY BOUNDARY LINE EASEMENT LINE —w— WATER LINE -S SEWER LINE ---�►— DIRECTION OF SEWER FLOW —SD— STORM DRAIN LINE 00�r� TOPOGRAPHIC CONTOUR LINE OF EXISTING GROUND © POWER POLE c- T 880 sf SD RETENTION AREA GUY WIRE CATCH BASIN FIRE HYDRANT BLOCK NO. TELEPHONE RISER PHASE NO. CURVE RADIUS DELTA TANGENT LENGTH CHORD CHORD BEARING Cl 20.00' 91'01'05" 20.36' 31.77' 28.53' N45'49'03"W C2 200.00' 14'14'57" 25.00' 49.74' 49.61' 581'32'56"W C,3 200XV 17751'40" 31.43' 62.35' 62.10' 583'21'17"W C4 200.00' 17-47.29" 31.30' 62.10' 61.85' N78'49'08"W C5 200,00' 10'54'12" 19.09' 38.06' 38.00' N64'28'18"W C6 50,00' 594 '7'59" 28.75' 1 52.19' 49.85' N29'07'12"W LINE LENGTH BEARING L1 520.21' N00'18'31"W L2 234.2B' S88'40'14"W L3 29.49' N74'25'27"W L4 65.79' N87'42'53"W L5 28.37' N69'55'24"W L6 31.57' N59'01'12"W L7 99.81' N00'46'47"W SURVEYOR'S NOTES- 1) FOR FURTHER BOUNDARY INFORMANTION, SEE RECORD OF SURVEY INSTRUMENT NUMBERS 200302898 & 200443319. 2) CERTIFICATION AND STAMPING OF THIS PLAN BY THE PROFESSIONAL 45' LAND SURVEYOR IS INTENDED TO PERTAIN ONLY TO THE EXTERIOR SUBDIVISION BOUNDARY SURVEY. -.I 3,500 sf SO DETENTION AREA 33 _ 13 Q 5, 4 39,401 sf COMMON AREA SE COR. SEC. 32 FND. CANYON COUNTY BRASS CAP CP&F NO. 9741802 m 0 z a W it W a (N z O in 5 W w w U u � J W � a N W Cc o 2 Q W O � C LWu