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HomeMy WebLinkAboutMap 4USTICK ROAD VICINITY MAP 1"-800 UNPLATTED 75' 74' 74' 74' a 8,6 0 sf ,8,534 sf * 8,534 sf 9,061 sf 14 .- 75' 74' 74' 74' FND. ALUMINUM CAP ILLEGIBLE CP&F NO. 200618002 UNPLATTED PRELIMINARY PLAT ,,-5ILRRA KIDGL 505DIVL5I0N A PART OF THE S 112 OF THE SE 114, SECTION 32, T. 4 N., R. 3 W.,B.M., CANYON COUNTY, IDAHO 2006 7,759 sf m ni 2 �) o 7,720 sf to I 0 0 3 115' 5 O 7,577 sf ° I "O 0 t� 114' O O V) 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: 3.44 LOTS PER GROSS ACRE. 8. NO. OF BLOCKS IS 15, NO. OF RESIDENTIAL LOTS IS 221 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 8.14 ACRES. 12. APPROXIMATELY t8.87% 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 POTABLE WATER BOOSTER STATION IS ANTICIPATED. S89"55'19"F 1 2,840 sf COMMON AREA 50 100 200 NOTES: 1. THERE WILL BE A 10 FT. WIDE IRRIGATION AND UTILITY Scale: 1"=100' 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 LEGEND OTHERWISE SHOWN. 2. SIDE LOT LINES SHALL HAVE A 5 FT. WIDE GENERAL FOUND BRASS/ALUMINUM CAP MONUMENT DRAINAGE, IRRIGA77ON AND UTILITY EASEMENT ON BOTH SIDES OF EACH LOT LINE, UNLESS OTHERWISE SHOWN. oQ FOUND 5/8 INCH DIA. IRON PIN 3. RADII OF ALL STREET CORNERS AND CUL-DE-SAC CORNERS ARE 20 FT. UNLESS OTHERWISE SPECIFIED 0 FOUND 1/2 INCH DIA. IRON PIN 4. ROLLED CURB AND 4 FT. SIDEWALK INSTALLED WITH A 37 FT. BACK TO BACK OF CURB ON INTERIOR STREETS. O FOUND PK NAIL 5. ALL UTILITIES SUCH AS TELEPHONE AND POWER LINES Q SHALL BE UNDERGROUND IN THE UTILITY EASEMENTS. CALCULATED POINT 6. ALL SEWER SHALL BE 8" UNLESS OTHERWISE SPECIFIED. EDGE OF PAVEMENT 7. STORM DRAINAGE: DETENTION FACILITIES PER 25-yr STORM OVERHEAD POWER LINES EVENT WITH 1 MINER'S INCH PER ACRE HISTORIC DISCHARGE TO THE BARDSLEY GULCH DRAIN (EAST OF FARMWAY RD.) FENCE EDGE OF GRAVEL 10. WAIVER REQUEST: REQUEST TO LOCATE STORM DRAIN DUE TO EXISTING TOPOGRAPHY INFILTRATION TRENCHES IN FARMWAY �— DIRECTION OF FLOW AVENUE RIGHT-OF-WAY. SEE DETAIL SHEET 2 11. SEE SHEET FOR PROPERTY BOUNDARY LINE 2 ROAD SECTION DETAILS--'--- 12. SIDEWALKS LOCATED WITHIN COMMON AREA (USTICK ROAD EASEMENT LINE ONLY) SHALL BE DETACHED WALKS, AND SHALL BE PLATTED WITH A PUBLIC ACCESS EASEMENT. —W_ WATER LINE —S— SEWER LINE --"i— DIRECTION OF SEWER FLOW —SD STORM DRAIN LINE 00� TOPOGRAPHIC CONTOUR LINE OF EXISTING f� GROUND © POWER POLE C— GUY WIRE o CATCH BASIN } FIRE HYDRANT 1Q BLOCK NO. ® TELEPHONE RISER © PHASE NO. 880 sf SD RETENTION AREA 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' S81-32-56"W C3 200.00' 17'51'40" 31.43- 62.35, 62.10' S8321'17"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 1 50.00' 59'47'59" 28.75' 52.19' 49.85' N29'07'12"W LINE LENGTH BEARING L1 520.21' N00'18'31"W L2 234.28' S88'40'14"W L3 29.49' N7425'27"W L4 65.79' N87'42'53"W LS 28.37' N69'55'24"W L6 31.57' N59'01'12"W L7 99.81' N00'46'47"W 3 s 01 N t\ O 0 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 45' I PROFESSIONAL LAND SURVEYOR IS INTENDED TO PERTAIN ONLY TO THE EXTERIOR SUBDIVISION BOUNDARY SURVEY. 3,500 sf SO DETENTION AREA — — — -- U. 33 13 N89'50'42"W 419.54' 5 4 39,401 sf COMMON ------------------�/ AREA SE COR. SEC. 32 FND. CANYON COUNTY BRASS CAP CP&F NO. 9741802 Loo N N O Z Z a a a U Lu x 2 W a a 0 0 00 N V1 LLd LS,J M w x w v � Tj U eCR � N J y ao_ o a M "J V V h V 00 m O Q go U DC a1 N 3 0 o o 0 a ,II o � O Z O z O O O � o Lo 2 i h ~ W a N 0 Li � O W ¢ 4J 00 a w 03 �j V�--3 o-9