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Home My WebLink AboutSUB-05P-97 WILDFLOWER SUB ATTACHMENT50 0 25 50 100 SCALE: 1" = 50' 5 4 oz 0 z zo (LOT 9 � � 1 \ \ 11510 SF 414ui ' - LOT 10 010 9212 SF O M ^ o MII u 1 W 0.00, d 9'4 15 i1 O `' hh O I O I In LOT 11 013 9237 SF 6'hkgh . 416 1I. sh LOT 12 I10957 SF LI 417 i i 137.64' NEAR BRASS CAP Ci 31.42 90,00,00"_ 20.00 20.00 28.28 C2 75.48 15`33'22" 278.00 37.97 75.25 C3 60.27 15733'22" 222.00 30.32 60.09 C4 61.84 1744'43" 278.00 31.05 61.71 C5 13.64 0748'39" 278.00 6.82 13.64 C6 38.08 09'49'45" 222,00 19,09 38.04 C7 22.19 0643'37" 222.00 11.10 22.18 C8 16.39 50'45'14" 18.50 8.78 15.86 C9 40.88 4735'19" 55.00 21.44 39.95 CIO 52.94 55'08'45" 55.00 28.72 50.99 C11 41.30 43'01'10" 55.00 21.68 40.32 C12 41.40 4SO7'51" 55.00 21.74 40.42 C15 16.39 50'45'14" 18.50 8.78 15.8E C16 270.23 281'30'28" 55.00 44.93 69.55 C17 75.48 1533'22" 278.00 37.97 C18 60.27 15'33'22" 222.00 30.32 80.05 C19 49.83 10'16'15" 278.00 24.98 49.7 C20 25.64 0571TO7' 278.00 12.83 25.62 C21 46.97 1707'20" 222-00 23.57 46.8i PRELIMINARY PLAT FOR WILDFLOWER SUBDIVISION A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 33 TOWNSHIP 4 NORTH, RANGE 3 WEST, BOISE MERIDIAN CANYON COUNTY, IDAHO 1997 m <7 LOT 8 o 7866 SF R2 TO;REEN PARK BOOK 8 PAGE BLOCK 2 3 P-. _ S.89'49'5"W. 638.29' 1 1 UNPLATTED 65.00' 7E04`' D.00 L �A I 70 BE, 1 D TED TO THE CITY i-r 25' E TING R/W 413 3 h1 '60 io ✓ - >n I LOT 3 LOT 2 6391 SF a � 7500 SF o r N I } r, e ui 414 I : I 3.67'�,� ao r II Cq 78.04' l� ----113' II C21 C2 81.70' C, Y•a 4,6 3 3 11 O 1a 'do - n 91i8 SF LOT 18 $ K) %0 I04 un o rn z zai 1 v •- 418 i j I 419uj O � b Iv BI,OCI{ 1�95.00, _ 20AP 10_ _ ..T..'1!R!! !� -'n„ LOT 14 b )T 15 o LOT 16 LOT 17 � � z ! 0 8�89 iSF 10339 SF i 118 SF vi 11392 SF 12886, SF1N zFOUNDATION TO OM x0BE RAZED N w =001 1O HOT A PART _ Z 1NPLATTED ' 75.31 ----..£x31' 75.31, - 75.31'- N.89'49'53" E. 509.19 CHORD BRG N.44'46'42"E. N.8700'01"E. T22' 1 1' 17' 117' 1 N.80' 17' S.88'03' N.45' 13' I OT 7 3 8570 SF W M Z �13.5; SPUR 75.31 ' LOT 6 . LOT 5 3 LOT 4- 3 8558 Sr ; 8404 SF �D 7268 SF 14 < to o M (o . Z BLOCP 1 40.4_ 8' C7� )URT C MI ; liP" of a) CV N-. MCC W �w m SEC�33/34 mL+ NOTES: uO 1, THIS PROPERTY IS SUBJECT TO IDAHO CODE 31-380°, I NN IRRIGATION WATER WILL BE SUPPLIED TO EACH LOT. � 2. A 5' GENERAL UTILITY/DRAINAGE & IRRIGATION EASEMI NT ^� pm IS PROVIDED ALONG ALL LOT LINES. A 10' GENERAL UTILITY EASEMENT IS PROVIDED ADJACENT TO PUBLIC ROAD RIGHT OF WAYS, AND ADJACENT TO THE SUBDIVISION BOUNDARY. 33134 3. SEWER WILL BE CONNECTED TO THE EXISTING CITY MAIN 4 3 ADJACENT TO ARLINGTON, AND NORTH OF SPRUCE ST. 4. PROPOSED WATER MAIN IS TO BE HOOKED TO THE CITY "HIGH PRESSURE ZONE". 5. IRRIGATION DELIVERY POINT AT S.E. CORNER OF SUBDIVISION 6. LOTS 1 & 19 ARE DESIGNATED AS COMMON LOTS. L OT 1 WILL SERVE AS A STORM WATER RETENTION/LANDSCAPE SWALE. 7. DRAINAGE WILL BE RETAINED ON SITE AND PERCOLATE INTO THE SUBSURFACE, DRAINAGE WILL BE RETAINED IN LOr 1 AND ALONG THE NORTH BOUNDARY OF PROPOSED SUBDIVI"ION. 8. STORM DRAINAGE FACILITIES WILL BE DESIGNED IN ACCORDANCE WITH THE CITY OF CALDWELL STORM DRAINAGE FACILITY REQUIREMENTS. CFUPARRO PLACE CHAPARRO Sr. _ I I BPoDLIEWOM 'iT. NONTICELLO CT. F. SUCH Sr. 10MBERLY CO. I L -corIONWOOOd ST.- - - SPRUCE ST. I - - sPRUCE sr_ - - (PROJECT- LOCATION "ARM Sr. MJWA ST. I vi I I NAM Sr. VICINITY MAP SCALE: 1' - 500' OW N E R r a 9 f Ex s h g c4 e} y1 t' ; 7?�'A ai BILL PUGH CARL ANDERSON 111 PAT LANE 1816 S. IDAHO CALDWELL, ID 83605 CALDWELL, ID 83605 DEVELOPER CARL ANDERSON CARL ANDERSON 111 PAT LANE 1816 S. IDAHO CALDWELL, ID 83605 CALDWELL, ID 83605 (208) 454-8256 ACREAGE PROJECT 4,60 ACRES MINIMUM LOT SIZE 6000 FT ZONING R-1 PROPOSED CITY OF CALDWELL R-1 CANYON COUNTY SETBACK LINES FRONT '-)o' REAR 20' SIDE 5' 7' (BOTH SIDES MUST TOTAL 12') SIDE ST. 20' CITY4114i- _ CITY OF CALDWELL (AREA OF IMPACT) ANNEXATION REQUESTED SEWAGE DISPOSAL CITY OF CALDWELL WATER SUPPLY CITY OF CALDWELL SCHOOL DISTRICT SCHOOL DISTRICT NUMBER 132 FIRE DISTRICT CALDWELL FIRE DEPARTMENT IRRIGATION DISTRICT PIONEER IRRIGATION DISTRICT BUILDING PROGRAM SINGLE FAMILY RESIDENTIAL GENERAL LEGEND - EXISTING SEWER LINE (PIPE SIZE) EXISTING DRAINAGE DITCH EXISTING IRRIGATION LINE (PIPE SIZE) EXISTING WATER LINE (PIPE SIZE) -S(r) NEW SEWER LINE (P!PE SIZE) -D NEW DRAINAGE DITCH NEW STORM DRAIN (PIPE SIZE) -w(r) NEW WATER LINE (PIPE SIZE) EXISTING EDGE OF PAVEMENT -.-------- BOUNDARY LINE - - ROADWAY CENTER LINE ROADWAY RIGHT-OF-WAY - -- - - - EASEMENT BOUNDARY ................................... TIE LINE INTERIOR LOT LINE EXISTING CONTOUR CONSTRUCT 3" ROLLED CIIRB & GUTTER ---- & 4' SIDEWALK AS PI R SD 702 & 714 CONSTRUCT 6" VERTICAL CURB & GUTTER & 5' SIDEWALK AS PER SD 701 & 714 wz PEDESTRIAN RAMP AS PER SD 715 AS AMENDED 2/16/94 ® PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE STREET LI(;HT EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING SERVICE WATER METER EXISTING STORM DRAIN MANHOLE EXISTING TLLEPHONE JUNCTION BOX ® EXISTING POWER CO. TRANSFORMER EXISTING POWER POLE EXISTING POWER POLE W/ GUY WIRE oNEW SAND AND GREASE TRAP - 350 GAL. EXISTING IRRIGATION DISTRIBUTION BOX EXISTING SIiRUB/BUSHES EXISTING DECIDUOUS TREE (CALIPER) EXISITNG CONIFEROUS TREE (CALIPER) FOUND BRASS CAP L1 FOUND RAILROAD SPIKE ® FOUND 5/8" IRON PIN O FOUND 1/2" STEEL PIN ® SET 5/8" IRON PIN W/CAP • SET 1/2" IRON PIN W/CAP ❑ CALCULATEI) POINT Su�?� O5P-� 7 REVISED NO DATE DESCRIPTION DATE 07-16-97 DRAWN BY: KNS CHECKED BY: DAVID A. BAILEY PROJECT N0. 97439 SHEET .000 PRELIMINARY PLAT FOR WILDFLOWER SUBDIVISION A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 33 TOWNSHIP 4 NORTH, RANGE 3 WEST, BOISE MERIDIAN CANYON COUNTY, IDAHO 1997 50 0 25 50 100. SCALE: 1" = 50' w, BRASS CAP NUMBER 11ENGTH DELTA RADIUS TANGENT CHORD ICHORD BRG Cl 31.42 90'00100" 20.00 20.00 28.28 N.44'46'42"E. C2 75.48 15'33'22" 278.00 37.97 75.25 N.8700'01"E. C3 60.27 1633'22" 222.00 30.32 60.09 S.8700101"W. C4 61.84 1744'45' 27&00 31.05 6131 WBS24'20'E. C5 13.64 0748'39" 278.00 6.82 13.64 S.75*37'390W. C6 38.08 09'49'45" 222.00 19.09 38.04 N.79'08'13"E. C7 22.19 05'43'37" 222.00 11.10 22.18 S.86'54'54"W. C8 16.39 50'45'14" 18.50 8.78 15.86 S.64'50'41"E. C9 40.88 4735'19" 55.00 21.44 39.95 S.6945'447E. C10 52.94 55'08'45" 55.00 28.72 50.92 S.70'22'14"W. C11 41.30 43'01'10" 55.DO 21.68 40.33 S.21'17117*W. C12 41.40 43'07'51" 55.00 21.74 40,43 N.21'47'147W. C15 16.39 50'45'1,C 18.50 8.78 15.86 N.64'24'05"E. C16 270.23 _ 281'30'28" 55.00 44.93 69.59 S.0913t18"E. C19 49.83 1 10'16'15" 1278.00 124.98 C20 25.84 OS'1T07` 278.00 12.83 C21 46.97 1707'20" 222.00 23.57 C22 13.30 03 28'02" 222.00 6.65 C23 31.42 90'00'00" 120.00 20.00 es CHAPARRO PLACE C 6 MONTICEUD CT. BRIDLEW001) ST. E. BEECH ST. _ RIMBERLY_ CT. I COTTONWDod ST.- - _ -- SPRUCE ST--PRUCE ST _ PROJECT- �� LOCATION MARVIN ST. I ALBERTA ST. N AMBER ST. VICINITY MAP SCALE: ,' - 5W' A� ��,j9At� /Q+t ✓/�� I % ,S �Is4�q a7�� c( OWNER BILL PUGH CARL ANDERSON 111 PAT LANE 1816 S. IDAHO j ,�,• CALDWELL, ID 83605 CALDWELL, ID 83605 .k. DE PER CARL ANDERSON ? CARL ANDERSON 1816 S. IDAHO CALDWELL, ID 83605 CALDWELL, ID 83605 (208) 454-8256 ACREAGE PROJECT 4.60 ACRES MINIMUM LOT SIZE 6000 FT ZONING R-1 PROPOSED CITY OF CALDWELL 001 °0� I R-1 CANYON COUNTY - _ 1 NOT A PART 'JNPLATTED - II Z 75.31' 75.3,' �_ SETBACK LINES it A1' FRONT 20' REAR 20' SIDE SIDE ST. 20' 7 (BOTH SIDES MUST TOTAL 1�2� UNPLATTED .• C4 - CITY _ - . C7 NZ CITY OF CALDWELL (AREA OF IMPACT) W �w ANNEXATION REQUESTED �+ SEC133%34 3m SEWAGE DISPOSAL NOTES: L0 CITY OF CALDWEI_.L �Rc6sclRE 1 . THIS PROPERTY IS IRRIGATION WATER WILL �BETSUPPLIED TOTO IDAHO OEACH DE 1LOT80' O I Ntn WATER SUPPLY 2. A 5' GENERAL UTILITY/DRAINAGE & IRRIGATION EASEMENT 1� Zm CITY OF CALDWELL APyR°`� (EASE EASEMD ALONG ENT PROVIDEDLLOT LINES. ADJACENT TOAPUBLICGENERAL ROAD It OF WAYS, AND ADJACENT TO THE SUBDIVISION BOUNDARY. 33 34 SCHOOL DISTRICT 3. SEWER WILL BE CONNECTED TO THE EXISTING CITY MAIN 4 3 SCHOOL DISTRICT NUMBER 132 ADJACENT TO ARLINGTON, AND NORTH OF SPRUCE ST. 4. PROPOSED WATER MAIN IS TO BE HOOKED TO THE CITY "HIGH PRESSURE ZONE". 5. IRRIGATION DELIVERY POINT AT S.E. CORNER OF SUBDIVISION 6. LOTS 1 & 19 ARE DESIGNATED AS COMMON LOTS. I,OT 1 WILL SERVE AS A STORM WATER RETENTION /LANDSI:APE SWALE. J �p /r-c-'yx Z'Sifi� FTv�cw� sa /' c� 7. DRAINAGE WILL BE AINED ON SITE AND PERCOLATE INTO 7 1 THE SUBSURF WILL BE RETAINED IN LOT 1 AND SE"' 4- ,� 7Y'i�A! 1'✓�Ti7C ALONG THE NORTH BOUNDARY OF PROPOSE SUBDIVI%ION, Phl.1,4 Cg.YfaT,Je t Al CGAv"" L,o4- 8. STORM DRAINAGE FACILITIES WILL BE DESIGNED IN ACCORDANCE WITH THE CITY OF CALDWELL STORM DRAINAGE FACILITY REQUIREMENTS. FIRE DISTRICT CALDWELL FIRE DEPARTMENT IRRIGATION DISTRICT PIONEER IRRIGATION DISTRICT BUILDING PROGRAM SINGLE FAMILY RESIDENTIAL GENERAL LEGEND EXISTING SEWER LINE (PIPE SIZE) EXISTING DRAINAGE DITCH EXISTING IRRIGATION LINE (PIPE SIZE) EXISTING WATER LINE (PIPE SIZE) -s00 NCW SEWER LINE (PIPE SI7Ej D NEW DRAINAGE DITCH -gD0r) NEW STORM DRAIN (PIPE SIZE) -*(fr) NEW WATER LINE (PIPE SIZE) - - - -- EXISTING EDGE OF PAVEMENT "-------- BOUNDARY LINE - - - ROADWAY CENTER LINE ROADWAY RIGHT-OF-WAY - - - - - EASEMENT BOUNDARY . ............ _,,.... ..............• TIE LINE INTERIOR LOT LINE EXISTING CONTOUR CONSTRUCT 3" ROLLED CIIRB & GUTTER & 4' SIDEWALK AS PL_R SO 702 & 714 CONSTRUCT 6" VERTICAL CURB & GUTTER & 5' SIDEWALK AS PER SO 701 & 714 PEDESTRIAN RAMP AS PER SO 715 AS AMENDED 2/16/94 ® PROPOSED SANITARY SEWER MANHOLE EXISTING SANITARY SEWER MANHOLE O STREET LIGHT EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING SERVICE WATER METER EXISTING STORM DRAIN MANHOLE. EXISTING TI_LEPHONE JUNCTION BOX EXISTING POWER CO. TRANSFORMER EXISTING POWER POLE EXISTING POWER POLE W/ GUY WIRE NEW SAND AND GREASE TRAP - 350 GAL, I EXISTING IRRIGATION DISTRIBUTION BOX EXISTING SHRUB/BUSHES EXISTING DECIDUOUS TREE (CALIPER) EXISITNG CONIFEROUS TREE (CALIPER) 0 FOUND BRASS CAP 0 FOUND RAILROAD SPIKE 0 FOUND 5/8" IRON PIN 0 FOUND 1/7' STEEL PIN (gl SET 5/8" IRON PIN W/CAP M SET 1 /2" IRON PIN W/CAP 0 CALCULATED POINT , N Up 00 00 L 0 -o or- 00 co �m w0 �v � v c u J Z 0 IV Ll REVISED NO. DATE DESCRIPTION DATE 07-16-97 DRAWN BY: KNS CHECKED BY: DAVID A. 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