Loading...
HomeMy WebLinkAboutPreliminary Plat0 w H m_ Of a F- F- U F- f- fn U) w W Z_ 0 z W O N LL O z O U) fn w d z LU D_ U U- U W 1_ U) F- 0 H 'S F- z w F- z 0 FF- 0_ O 1- z W F- CJJ z fn F- LL 0 z O Q U LL O 0 0_ O W fn Z) w z O F- Q 0.' LIJ o_ Q W w z 0 Z W O LL 0 Ix w n- a W F- W z w z CO x F- fn cc w W _z 0 z w 0 0 0 N LEGEND - - - - PROPERTY BOUNDARY LINE - - - - - - - - - - - - -- - PROPOSED EASEMENT - - ROAD CENTERLINE PROPOSED LOT LINE 1 LOT NUMBER 34 C COMMON LOT NUMBER BLOCK NUMBER OWNER KURT BENDER 10164 ELVERA LN NAMPA, 1D 83687 208-860-7646 DEVELOPER LEE GIENTKE 1109 W. MAIN STE 350 BOISE, IDAHO 83702 PH: (805) 455-7415 ENGINEER MATHEW GRAHAM, P.E. 332 N BROADMORE WAY NAMPA, ID 83687 PH: (208) 442-6300 SURVEYOR ROB O'MALLEY, P.L.S. T-O ENGINEERS, INC. 332 N BROADMORE WAY NAMPA, ID 83687 PH: (208) 442-6300 SITE DATA ROADWAY JURISDICTION CANYON HIGHWAY DISTRICT NO. 4 SEWER & WATER DISTRICT CITY OF CALDWELL FIRE DISTRICT CALDWELL RURAL FIRE SCHOOL DISTRICT VALLIVUE SCHOOL DISTRICT ZONING AND SETBACK EXISTING ZONING: AGRICULTURAL PROPOSED ZONING: R-1 IRRIGATION DISTRICT PIONEER IRRIGATION DISTRICT AREA AND LOT SUMMARY TOTAL PROPERTY AREA 10.41 AC RESIDENTIAL AREA 5.96 AC RIGHT-OF-WAY TO BE DEDICATED 1.84 AC COMMON AREA 2.61 AC TOTALLOTS 41 BUILDABLE LOTS 29 COMMON LOTS 12 PROPOSED GROSS DENSITY 2.79 UNITS/ACRE AVERAGE RESIDENTIAL LOT SIZE 8,945 SF OPEN SPACE REQUIRED 27,206 SF QUALIFYING OPEN SPACE 31,128 SF NOTES 1. BUILDING SETBACK AND DIMENSION STANDARDS SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF CALDWELL. 2. A GENERAL UTILITY EASEMENT OF 10 FEET WILL EXIST ALONG ROAD RIGHT-OF-WAY AND BOUNDARY. 3. STORM DRAINAGE WILL BE ROUTED TO SUBSURFACE INFILTRATION FACILITIES AND/OR SWALES. 4. SEWER, WATER, AND PRESSURE IRRIGATION SERVICES WILL BE PROVIDED FROM CITY OF CALDWELL. 5. THERE ARE NO KNOWN FLOOD PLAINS OR FLOODWAYS IN THE PROJECT AREA. 6. ALL NEW STREETS WILL BE DEDICATED TO THE CITY OF CALDWELL. T. SUBDIVISION BOUNDARY IS PRELIMINARY AND MAY BE SUBJECT TO CHANGE. 8. EACH LOT WILL HAVE A 19 EASEMENT ALONG THE FRONT AND BACK AND A 5' EASEMENT ALONG THE SIDES FOR UTILITIES. 9. ALL ADDRESSES ARE NAMPA ID, 83687 DRAINAGE CALCULATIONS Facility#1 Com Went Bott Facility Total Volume= 17239 cf Drainage Area= 9.02 acre C Value- 0.51 om Areas To Area sf) De th (ft Volume c Pond 8907 13023 2 15458 See a 8907 8907 0.5 1781 LUND ORLAN R3433926900 18648 SMILEY PEAK BENDER KURT R R3434001080 10164 ELVERA LN PRELIMINARY PLAT FOR LANGLEY HALL SUBDIVISION A PORTION OF THE SE 1!4 OF THE NE 1/4 OF SECTION 32 TOWNSHIP 4 NORTH, RANGE 2 WEST, BOISE MERIDIAN CANYON COUNTY, IDAHO 2020 'N` N89042'15"W 362.36' KSPER ROSERT - - - - - - R3433927000 162- _ - - - 53' � 148' 18632 SMILEY PEAK AVE I 11,182 SF 1 / CASTLE PEAK HOMEOWNERS I m I I I 9,299 SF / // / ^\ \ �� ASSOCIATION INC R3433916700 ,a, s\ PENNINGTON HOWARD T \ as sd,, v. \ / / / 2 / \ R3434001000 a. 8,213 SF / 2 Z w r \ / / / \ \ LO 10123 ELVERA LN Q 0 \ R-55' R, \ y/ / \ ct W � 0- 1 I 11,038 SF / i/ , L=22, L_�7. / \ �mv I I fn o v 3 \ c9 U<n� °I /�%9 ///r\ // 8.507SF / �\ \ �d L / / 3 / /\,51 / \ dv' \ / \ \ IRRIGATION 12,537 SF / / % / \ BENEFITING / \ \ / / / \ / HQA EASEMENT 4 / aQ \ / / 8251 SF / WIDTH VARIES \ N, i/// 8,126SF , // \ (15'TO21.5') CASTLE PEAK HOMEOWNERS , \ ` \\ \ 0,6118 SF ASSOCIATION INC R3433932400 7 2,964 SF a / .0,617 SF \ / / 8,064 SF / s M I �'\ \ 8,304 SF u/ 'a / / Z W h '��\\ \\ / �/\ d // 8,132SF // // \\ \ �\\ // \\\ S9ly Q 2 \ / / ' a / / / \�• // \ / / \ \288 STEPHAN REID T d d iQ \ \ / /9p,/ ( / / / / \ G \ / / / 6 / /, 07, v. R3434001000 w I \ \ / / / \ \ / / /1�3 \ �� / 8,130 SF / / \ 10089 ELVERA LN 133 �y Q .�/ r \ \ 10' EASEMENT ` \ / / /8,241 SF / / / \ (P `r\ \ / / i10' E SEMENTN \ 10 \ \ / \ '� / '� \ DUDLEY MIKE \ \ 9,423 SF 8,130 SF / / / \ R3434001000 /NIS j �� �P�sq• / / // \ \ OMIDLAND BLVD BISTRICEAN CORNELIU ( \ \ \ / / / / v vs / / 'ti^ \ DUDLEY MIKE R3433933500 \ \ / \ / / 12 / s \ / ^ \ R3434020200 5' LANDSENT / / / s. \ / C\ 18572 SMILEY PEAK AVE 1 su'. \ EASEMENT a • \• / 8,259 SF / .p \ / / 8 / •\ � 2• \ 0 MIDLAND BLVD-----•--'� \ \ / ° / /0 /\��2Te'�. Sd• \ / / 8,125 SF a° \ 9 KNUDSON FEMKE F I R3433935400 18552 SMILEY PEAK AVE y'o 7 46 9 CQy�9L 51 SF 20�` s 90� MAGANA JOSE F R3433935500 0 18540 SMILEY PEAK AVE I O *� z W I �/'G Q 0 wcna a N W cn�01 ago U m ( STORM DRAINAGE EASEMENT WEBER MICHAEL 8 18,086 SF OF LOT 41C R3433935600 18528 SMILEY PEAK AVE _ zs c ---27,273 SF---------_- GARSEZ JENNIFER R3433935700 1 18516 SMILEY PEAK AVE QUALIFYING OPEN SPACE 9,187 SF OF LOT 41 C 195' 27 C 2,998 SF 115 J/ 6h 8,036 SF 14 55 8 ,19 vi 23 10.486 SF 5 N N - ,472sF 13C 8,Ot8SF 16,221 SF 6y, 9,935 SF TA DUDLEY MIKE 128,249 SF \ R3434020100 8,5SF s• 0 MIDLAND BLVD 0 97SF F\OG�P�\JP 10' EASEMENT 0,631 SF \ \.y9 / g. \ 12 \ \ 17 � a• ry6 / 22 8,137 SF \ \ 10,808 SF 8,090 SF1-N'o0 \\ \ 5' LANDSCAPE EASEMENT-- \�- 130' pia: I \ \ \ 10,011 SF ` ( 10' EA5EMENT� SF I 15' 15' I \ 150' \ -SECTION 32 CENTER 205 t34 I \ N89038'02"W \ 1323.73'-- SPRUCE STREET \ (PUBLIC) \\ ARBOR SUBDIVISION NO 1 \ BOOK 48 PAGE 42 \ rs 150' 24 C 4,717 SF 138' ti5 I 2q, \ 273' \ 875' \ S89037'51"E 875.09' \ BASIS OF BEARING BRINKMAN FAMILY \ REVOCABLE TRUST \ R3434201100 \ 18471 MIDLAND BLVD 14 C 2,772 SF PIONEER IRRIGATION EASEMENT �\ VICINITY MAP SCALE: 1" = 500' S co.00 LOTDIMENSIONS o C1.00 EXISTING CONDITIONS C2.00 SITE PLAN QUALIFYING OPEN SPACE 9,187 SF OF LOT 41 C 195' 27 C 2,998 SF 115 J/ 6h 8,036 SF 14 55 8 ,19 vi 23 10.486 SF 5 N N - ,472sF 13C 8,Ot8SF 16,221 SF 6y, 9,935 SF TA DUDLEY MIKE 128,249 SF \ R3434020100 8,5SF s• 0 MIDLAND BLVD 0 97SF F\OG�P�\JP 10' EASEMENT 0,631 SF \ \.y9 / g. \ 12 \ \ 17 � a• ry6 / 22 8,137 SF \ \ 10,808 SF 8,090 SF1-N'o0 \\ \ 5' LANDSCAPE EASEMENT-- \�- 130' pia: I \ \ \ 10,011 SF ` ( 10' EA5EMENT� SF I 15' 15' I \ 150' \ -SECTION 32 CENTER 205 t34 I \ N89038'02"W \ 1323.73'-- SPRUCE STREET \ (PUBLIC) \\ ARBOR SUBDIVISION NO 1 \ BOOK 48 PAGE 42 \ rs 150' 24 C 4,717 SF 138' ti5 I 2q, \ 273' \ 875' \ S89037'51"E 875.09' \ BASIS OF BEARING BRINKMAN FAMILY \ REVOCABLE TRUST \ R3434201100 \ 18471 MIDLAND BLVD 14 C 2,772 SF PIONEER IRRIGATION EASEMENT �\ VICINITY MAP SCALE: 1" = 500' S co.00 LOTDIMENSIONS o C1.00 EXISTING CONDITIONS C2.00 SITE PLAN CALL BEFORE YOU DIG! � CALL DIGLINE INC. PRIOR TO COMMENCING �; UNDERGROUND WORK DIAL: 811 NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. ROB O'MALLE'Y IDAHO N0. 13765 -� NOTE: PERTAINS ONLY TO BOUNDARY SURVEY 2,3 Leo M600 vp t OF ��. CA x � N � Z W W O a a a � N � U U U x w z Y � j m 0 0 U 4 w 0 C/3 In ff Lu Lu a w o W W W a � Q N Z W Z UI W Wro wa z Z 2 w o a W v=i 00 � Woo W. C)LLI Z coOU Z F DATE: 1 /5/21 PROJECT: 190535 SHEET: C0.00 I) 6 W F- m ix a J F- U F- F- U) U) w w w z 0 z w O F U- O z O U) U) m ir w a z w r- U LL. U to d U) F- D O F- co F- z w F- z O U U) F- x O F- z w m D Ix F- _z U) F- LL O z O F- a U LL 0 O O w cn I w cr z O U D a O w a w w z a ui w w z z w O F= U- O w 0- 0 w a w F- a — F- z oul o r a. Z U) F- cr 5 LU r W a _z 5 C� w z d W O y , = F- N N N a O T 6 W F- m _ LY d J F- U U) LU LU z_ 0 z W O F LL O z O U) U) m LY LU (L z W rz lY �i U LL U LU a U) F- O _ F- F- z LU F- z O U IU_- O F- z LU LY F- Ln z _ F- LL O z O F- L) LL_ O O O LU LU z` O U O x n- w z Q vi x LU LU z 3 z LU O F- ILL O w 0_ O a LU F- z LU _ F- z Z_ U) _ F- U) w LU LU z 0 z LU O H O N O N O CONNECT PROPOSED UTILITIES TO EXISTING STUBS SPRUCE AND GUTTER LOCAL ROAD STREET SECTION SCALE:NTS 3 0 x c� K ;ONCRETE FN` 1 i ml 11 1 LEGEND - - - PROJECT BOUNDARY LINE ROAD RIGHT-OF-WAY RAN -- - SECTION LINE WATER 12'W SEWER 8..S PRESSURE IRRIGATION PI STORM DRAIN SO +- PROPOSED FLOW ARROWS ® VALVE A HYDRANT B.O. BLOW OFF O SEWER MANHOLE (D STORM DRAIN MANHOLE SAND AND GREASE TRAP ■ STORM DRAIN INLET ASPHALT )1 /05/2 f F �. CARP' M a Q� w w x QSQ 4 N R z d w (3 O K N U U fL 0 U) � W CL ro O O U Q w F- 0 (o O Z _ O a > y Lu 0 O z N W O Q Z U z W a ul w ° W z Lu Z ¢ , Z W Z w� 0 W0 > X m w �� w Om �. Z g N o0 Lou W Y oa wz o W w0 II• Z m Q g U Z • Q CD ZG >o Lu 'o Q O w C7 m Z O z J N = Z 03 N 0 U z a r� v ) 0 m z Q CL (/a J CL Z Q F- W �- W a J z J DATE: 115/21 PROJECT: 190535 SHEET: CZ.%�VO