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HomeMy WebLinkAboutPlat Map— T — — — — — — — — N89035'26"W_ 1326.19'— I C 1/16PLS 7732---------_----_---------�--- � CEi/16 -- I FND 5/8" BAR FND 5/8" BAR i CP&F 2007008262 Ico NO CAP I� I� M 'CV to z I z NW1/4SE1/4 UNPLATTED UNPLATTED t-no 112' BAR PLs4 118 S89938'11 "E - 238.10' RESET 5/e' BAR W/CAPCAP 108.05, 0 130,05' ---------- --- POB I N I 10- rva 20 -807 1 55.78' 12 N a q Z w V J�LD w_ya UL`>a Y p El .-. d- _j0�(h Pa N VO O w 20' SANITARY SEWER N1 CASEMENT MST. Q 112020-) 50 (U (U r-lzw JRL3 w>¢ 4 U ; a Y _ l4 CD IT _j C0 al q o Y 0 O as 10, TYR 0 i I S TYR I 0.31 AC. T 13,531 S.F. b I � � I r L17 J S89'38'46"E - 106.99, j L13 a' TYP yI N -- -- - -_ 20' SANITARY SEWER b EASEMENT o ha I I 0 I a I I o I O I M 0.32 AC. CR 13,734 S.F. 17 rl y I 20 M 1,�3 I L9 I 2526 I c'� 20.00' I 2.00'- PLS 4178 I I I I I I Q 0.32 AC. 13,979 S.F. I r I I n 0. AC. < I FI 868 S.F. 10' *RnATIQN I � I I I I S' TYP. 0.30 AC. I& TYR 12,926 S.F. l a 0.006 AC.3 � 273 S.F. � 77.02' L4 1 I S89°2911rE - 81.07 I ALRERT LAL (PAWVATE) o S89029'1rE - 81.02' JE — p5 77.01' L5 I 10'TYR 10 h 0.19 AC. 2.00' 9,265 S.F. I I I I S89"38'56'E-104.96' 9 0.02A 06 792 S.F. o I I � o I z I 0.31 AC. 10' TYP. 13,530 S.F. i I J 122,13' i038'37 E - 237"93' L7 , NE-W-PEIRL ------------ DRIVE k M N O 40.00' E NO CAP FINAL PLAT OF SWEET HOME SUBDIVISION SITUATED IN THE NORTHWEST Y4 OF THE SOU 1 H OF SECTION 33, T4N R3W, B.M. CITY OF CALDWELL, CANYON COUNTY ,IDAF 2021 40 0 20 40 80 I SC:ALE: 1 "=40' LEGEND FOUND ALUMINUM CAP z CU 00 • SET !12" REBAR WITH CAP o z LN � 0 FOUND %2" BAR Y Q U U d • SET 5/8' BAR WITH CAP Pq lz� z > Lri W Z q 0 FOUND 5/a" REBAR WITH CAP LLI ® COMPUTED POINT vl pa ADJOINER ����------ BOUNDARY LINE — — — — — — SECTION LINE LOT LINE ---- --- EASEMENT LINE - (244.04'-R1) RECORD CALL ALSERTSTREET (PUSLIC) Z = I �z 0 U-0 0 0_' Jq>� PaZAY I =4Pq00 I i NO GAP I I I I SE 1/16 PLS 3627 FND 5/8" BAR CP&F 2009819842 REFERENCES- ROS NUMBER 9324781 ROS NUMBER 9411771 ROS NUMBER 2010040718 PLAT OF HILL DROP SUBDIVISION PLAT OF BROOKFIELD SUBDIVISION PLAT OF HENDRICKSON SUBDIVISION PLAT OF HENDRICKSON SUBDIVISION NO 2 CERTIFICATE OF APPROVAL Curve Table CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING Cl 116.61' 199.61' 33'28'14' 60.02' 114.96' S73'38'25'W C2 101.19' 300.00' 19"19'32' 51.08' 100.71' N66'38'48'E C3 40,75' 26.21' 89"05'52' 25.80' 36.77' S45'30'41'W C4 25.20' 16,21' 89'05'52' 15,95' 22.74' S45'30'41"W C5 39,87' 28,77' 79'23'30' 23.88' 36.75' S44'24'53'E SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50,CHAPTER 13 HAVE BEEN SATISFIED BASED ON A REVIEW BY A QUALIFIED LICENSED PROFESSIONAL ENGINEER (QLPE) REPRESENTING THE CITY OF CALDWELL, IDAHO AND THE QLPE APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSEII ON THE DEVELOPER FOR CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS. WATER AND SEWER LINES HAVE BEEN COMPLETED AND SERVICES CERTIFIED AS AVAILABLE. SANITARY RESTRICTIONS MAY BE RE -IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL, HE LTH (STRICT SIGNATURE DATE Prepared by Sharp & Smith, Inc. Engineers & Surveyors 327 N. 27th St. Boise, ID 83702 Date: JUNE 1, 2021 Sob No.2020-0536 Page 1 of 2 yyy /�'D TSt' RECORD OF SURVEY No. -- - CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS, THAT THAT IT IS THE OWNER OF A CERTAW g=AC- KNOWN AS SWEET HOME SUBDIVISION. Al DESCRIBED LAND IN THE PLAT: DOES HEREBY CERTIFY N ON THIS PLAT TO BE DE THE FOLLOWING A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 33, TOWNSHIP 4 NORTH, RANGE 3 WEST, BOISE MERIDIAN, CANYON COUNTY, IDAHO. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER (CE1/16 COR.), SAID CORNER MONUMENTED WITH A 5/8" DIAMETER IRON PIN; THENCE SO°32'35" W A DISTANCE OF 661.38 FEET ALONG THE EASTERLY BOUNDARY OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO A 5/8" DIAMETER IRON PIN; THENCE N89"20'38" W A DISTANCE OF 40.00 FEET, TO THE WESTERLY RIGHT OF WAY LINE FOR S. KIMBALL AVENUE, AND THE REAL POINT OF BEGINNING, SAID POINT MONUMENTED BY A 5/8" DIAMETER IRON PIN, THENCE N89"38'11" W A DISTANCE OF 238.10 FEET To A 5/8" DIAMETER IRON PIN; THENCE S0030'42" W A DISTANCE OF 366.02 FEET TO A 5/8" DIAMETER IRON PIN; THENCE S89038'37" E A DISTANCE OF 237.93 FEET TO A 1/2" DIAMETER IRON PIN, THENCE NO'32'20" E A DISTANCE OF 365.99 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS SOME 2.00 ACRES, MORE OR LESS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER AND SEWER SERVICES FROM THE CITY OF CALDWELL AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. HOME SWEET IS NOT DEDICATED TO THE PUBLIC AND WILL BE A PRIVATE DRIVE. CERTIFICATE OF ACKNOWLEDGMENT STATE OF IDAHO) SS COUNTY OF ADA) ON THIS46DAY OF Sep-Vc y Dtv IN THE YE�R 2021, BEFORE ME, THE A NOTARY PUBLIC FOR THE STATE OF IDAHO, PERSONALLY APPEARED, `gWdWRffl%'P',C?CkC 0 KNOWN OR IDENTIFIED TO ME, TO BE THE PERSONS WHOSE NAMES AtReff SUBSCRIBED TO THE WITHIN INSTRUMENT. AND ACKNOWLEDGED TO MEN THAT HE EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTfa1J O ARY PURL R THE STATE OF IDAHO ION OM12531 RESIDING AT�,W ST TEOF� tD 06/27/IIO¢7 MY COMMISSION EXPIRES ON f 2-+f 20 2} FINAL P14AT OF SWEET HOME SUBDIVISION SITUATED IN THE NORTHWEST Y4 OF THE SOUTHEAST Y4 OF SECTION 33, T4N R3W, B.M. CITY OF CALDWELL, CANYON COUNTY ,IDAHO 2021 NOTES: 1. Any Re -subdivision of this Plat shall Comply with the Applicable Zoning Regulations in Effect at that time. 2. Building Setbacks and Dimensional Standards in this Subdivision shall conform to the Applicable Zoning Regulations at the time of Re-subdivisioh, or as Allowed by the Current Zoning and Regulations set forth by the City of Caldwell. "Setbacks shown for Clarity." 3 NOT USEi) 4. Irrigation Water has been provided from CM If) in Compliance with Section 31-3805(B). Lots within this Subdivision will be Entitled to Irrigation Water Rights and will be Obligated for Assessments from pkgo, 5. A Permanent Easement for Public Utilities, Drainage and Irrigation is hereby Designated as follows, Unless otherwise Dimensioned; A. 10' along Subdivision Boundary unless Dimensioned otherwise. B. 10' along the Frontage of each Lot, Public Right of Way unless Dimensioned otherwise, or as shown hereon. C. 10' along the Rear Lot Lines where it is not a Subdivision Boundary unless unless Dimensioned otherwise, or as shown hereon. D. 5' alongside Lot Lines unless Dimensioned otherwise, or as shown hereon.lf any Lot Lines are Adjusted, the Easement Shall be Adjusted According. Providing that Facilities have not been installed within the easement. 6. This Development Recognizes Section 22-4503 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 Condition in or about the Surrounding non-agricultural activities after it has been after it has been operation for more than one (1) year, when the Operation, Facility or Expansion was not a nuisance at the time it began or was constructed. The Provision of this Section shall not apply when a nuisance from the Improper or negligent Operation or the Agricultural Operation, Agricultural Facility or expansion thereof. 7. Lot 4, Block 1 is a Storm Retention Common Area Lot. Lots 3 & 9, Block 1 are Landscape Common Lots all having a Blanket Easement for Utilities, Pressure Irrigation, Drainage and Landscaping Purposes. Lot 1, Block 1 (Home Street) is a Common Areas Private Drive Lot having 8. A Blanket Easement for Access, Utilities. Sanitary Sewer & Water, Pressure Irrigation and Drainage. All Common Lots will be Owned and Maintained by Sweet Home Subdivision Home Owners Association. 9, No Direct Lot Access to South Kimball Avenue or Newport Drive is allowed. CERTIFICATE OF SURVEYOR I. JOHN W. SHARP, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED BY THE STATE OF IDAHO, AND THAT THIS PROPERTY LINE ADJUSTMENT, AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED HEREON AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODES RELATING TO PLATS, SURVEYS AND THE CORNER PERPETUATION AND FILING ACT. 01 JOH SHARP PE LS 4725 s. APPROVAL OF CITY ENGINEER I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF CALDWELL, CANYON COUNTY, IDAHO DO HEREBY APPROVE THIS PLAT. CALDWELL CITY ENGINEER DATE APPROVAL OF CITY COUNCIL I. , CITY CLERK IN AND FOR THE CITY OF CALDWELL, IDAHO DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE _ DAY OF 202' THIS PLAT OF SWEET HOME SUBDIVISION WAS ACCEPTED AND APPROVED. CITY CLERK, CALDWELL IDAHO CERTIFICATE OF CANYON COUNTY SURVEYOR 1, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR FOR COUNTY IDAHO, IDAHO DO HEREBY CERTIFY THAT 1 HAVE EXAMINED THE PLAT OF SWEET HOME SUBDIVISION AND THAT IT IS IN COMPLIANCE WITH THE REQUIREMENTS OF IDAHO STATE CODE, TITLE 50, CHAPTER 13, RELATING TO PLATS AND SURVEYS. CANYON COUNTY SURVEYOR DATE CERTIFICATE OF CANYON COUNTY TREASURE I, THE UNDERSIGNED COUNTY TREASURER, IN AND FOR CANYON COUNTY, STATE OF IDAHO, IN ACCORDANCE WITH THE REQUIREMENTS OF IDAHO CODE 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATE IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CANYON COUNTY TREASURER DATE Prepared by ym Y & S 1, luc. Engineers & Surveyors 327 N. 27th St. Boise, ID 83702 Date: JUNE 1, 2021 Job No.2020-0536 Page 2 of 2 PREUuIruav pUi OF SWEET HOME SUBDIVISION 7 NW 1 /4, SE 1 /4 OF SECTION 33 T.4 N., R.3 W., B.M., CITY OF CALDWELL, CANYON COUNTY. IDAHO I I PROJECT I ro o I Unplatted i 4 i Parcel No.R3565300000 I Unplatted I f 4 Andrew E. Evans Parcel No.R3565100000 p 119 Hilldrop St, I Philip V. Hacking d = I 3424 Kimball Ave 0 _ _ S 89°38'09' E 237.9 / RR toee5'-XI X IRR 00'M1,... P © I s 3- I \ / / I I 1100 �\ � � 386 03 _ t0. ROW.. .. 23.0' i I 1.5' oo� to TB a+ o z O / N I o \ I 135O23SF I I� I 0' I N o co a ov°im �roB n t p 4., � EG F' w'• � .:: c4 I I o 2 10.0' 12 z I Fu J • EG O \ / u I r--- I 13332 SF f 4 I I x a M I L 22.00' -"- - - - - - - I I I I VICINITY MAP \. 4 PI I Q O_ �j SCALE 1--600' SSMH t::�L105.99 r�llj3Rim= 2430.53 s TI I 207 SF I I I DEVELOPMENT DATA: Inv 8"S = 2424.10�I I I z I .:I I 1. DOMESTIC WATER WILL BE PROVIDED BY CITY OF CALDWELL MUNICIPAL WATER SYSTEM BY EXTENSION OF EXISTING WATER ao.s a. .. i MAIN. / \ _ I y. • \ I o ; I o I G SHALL BE PROVIDED BY THE CITY OF CALDWELL MUNICIPAL SEWER SYSTEM. \ -�- - - - - - - - - - - - \ _ + ti I - - - - - 3. ROAD IMPROVEMENTS SHALL MEET CITY OF CALDWELL STANDARDS AND SPECIFICATIONS FOR A PRIVATE DRIVE. I \ I 00 I� 4. STORM WATER RUNOFF SYSTEM WILL BE DESIGNED IN ACCORDANCE WITH CITY OF CALDWELL STANDARDS. FACILITIES WILL - - - - - "Illegible" $ zo.o' - - - 7iOME TREE 10'=in. BE LOCATED IN A COMMON AREA LOT. o Q� 5. PRESSURE IRRIGATION SHALL BE PROVIDED BY THE CITY OF CALDWELL MUNICIPAL IRRIGATION SYSTEM. 1� -/- I I .. PRIVATE DRIVE WA � � o I �- - - - - - - - - - _.N 6. TOTAL AREA OF PROPOSED DEVELOPMENT IS f2.00 ACRES. -X-x,-. _--- a. Ss a ^No Ca " o - I N I AMBER STREET 7. CONTOUR INTERVAL IS 1 FT. \ z.. 1 - - 8. PROJECT DENSITY: 3.0 RESIDENTIAL LOTS PER ACRE. �22�431 H TBM Elev o I 1 I I'.' m 24.0' w tIinv Rim' .772431.32 I 53t6 SF � m I 9. NO. OF BLOCKS IS 1. NUMBER OF RESIDENTIAL LOTS IS 6. \ 8" N, S, & NW I I 1ao L : 1�� o I 10. NO. OF COMMON AREA LOTS IS 4. \ =2422.92 / c © a 1s.9. ��' o 'n 11. AVERAGE RESIDENTIAL LOT SIZE IS 12,846 SF. \ co / [a �: .;' o- 13945SF I�------------ o., �m = IF ..-..-..-__ .-.._ - . 12. EACH RESIDENTIAL LOT WILL HAVE A TWO (2) CAR GARAGE AND TWO (2) ADDITIONAL OFF STREET PARKING PLACES U r 13. CURRENT ZONE CLASSIFICATION R 1 v a 0. NV. 0 a z I I / m 14. DEVELOPMENT SCHEDULE: Og ' u �, m I I I I I PHASE 1 TO BEGIN FALL 2019 i °�� I J I I I I x oc I I I 15. STREET NAMES APPEARING ON FINAL PLAT WALL MEET CITY REQUIREMENTS. 1984)'S 16. THERE WILL BE NO ACCESS TO NEWPORT DRIVE F - - - o t 2401). I I I o I I 1. THERE WALL BE A 10 FT WADE IRRIGATION AND UTILITY EASEMENT ALONG THE SUBDIVISION BOUNDARY AND 10 FEET TYP. I �' + z o ro ALONG THE STREET FRONTAGE OF EACH LOT. j Q: _ I I c o w +1s 2. SIDE LOT LINES SHALL HAVE A 5 FOOT WIDE GENERAL DRAINAGE, IRRIGATION AND UTILITY EASEMENT ON BOTH SIDES OF co �� f I . w EACH LOT LINE UNLESS SHOWN OTHERWISE. \� L--------------- I S G0 b I I 1 �' I m 3. SHOULD LOT LINES BE ADJUSTED, THE EXISTING EASEMENT SHALL MOVE NTH THE ADJUSTED LOT LINE PROVIDE THAT I w 10.0• I L - I I o° a m 4 THE UTILITIES ARE NOT CURRENTLY INSTALLED WITHIN THE LIMITS OF THE EASEMENT. _ _ _ _ _ _ _ I o - - - - - - - - - - - - - - -- • d A 4. RADII OF ALL PROPERTY LINES AND TURN AROUND CORNERS ARE 28 FEET UNLESS OTHERWISE SPECIFIED. o I 5. VERTICAL CURB AND 5' FOOT SIDEWALK TO BE CONSTRUCTED ON KIMBALL AVENUE. TBC WILL BE 23' FROM CENTER LINE o I I I I Q':': = I v N 7" ALL UTILITIES SUCH AS TELEPHONE AND POWER LINES SHALL BE UNDERGROUND IN THE UTILITY EASEMENTS. I I }r I g I I o 2 w I a'a I G a ® I n❑ I I 652 SF I ' I I I x AREA CALCULATIONS o I _ 10.5' I 10 LOTS TOTAL ... I 14 Q4 z I O I I 6 RESIDENTIAL LOTS I I 20.0 i.. 23.0'� I TBC I I 4 COMMON LOTS x m 14008 SF I ROW V o i 4 i I '�' I I i AREA CALCULATIONS I I I TOTAL SITE 87,118 SQUARE FEET = 100% to I TOTAL BUILDING LOTS 77,077 SQUARE FEET = 88.5% tL w I I I 8 I rs ... OHP - - - - - _ TOTAL LANDSCAPINGICOMMON LOT 10,037 SQUARE FEET = 11.5% a I Parcel No. R3567710000 - I 13615 SF E o I USABLE OPEN SPACE = 5.4% N Brookfield HOA Inc I Drain Inlet I I p 0 0 Newport Dr. I Rim= 2436.38 I I P �� o TOTAL RIGHT OF WAY 0 SQUARE FEET = 0.0% I Z -..- ..-_-..-..-''� ..-..-.. SE12" CPP I P eee -�nuE1�43311fi--------J L---------� �--Brnok6eld Irri de LEGEND o Neighborhood Watch d do I SSMH Rq a oLS PI EL EL E - I SLbdivision BC0 O= = 1 _ - CENTER LINE STREETS 0 i Rim- 2437.78 c a 4116" 16 N . °38'09" W 43 . Inv 8" N = 2424.91 n e TBM I m �a 25MPH r' " I PROPERTY BOUNDARY s Chiseled Box d 0 Sand & Grease Bev= 2439.89 s - .. H2O H2O H2O H2O OD 20 1 0- - - - - - - - - - - - - - EASEMENT LINE z Trap o o w o e N2p1 N89°36'56"W 90.88' o o I s - .. - .. _ .. _ .. - CENTERLINE IRRIGATION DITCH GRAPHIC SCALE "No NEWPORT DRIVE "No o �° i I a SD " N20 Cap" Cap" I o o ] m' ` STORM DRAIN SWALE I N / N I i Ca " / 0 Catch Basin = ° CONST. SANITARY SEWER AND MANHOLE i al Rim= 2439.36 I v _ _ o S Inv 12" PVC - " - - CONST. WATER MAIN 1 inch = 30 ft. I ��+N20 O"Illegible"=2433.68 Unplatted x W Parcel No.R3567800000 I o CONST. FIRE HYDRANT /Q1 ® Joleen M Basabe Knigge + + 04 1 J J 3614 Kimball Ave = PI CONST. PRESSURE IRRIGATION MAIN 20, a SMH s�� rns 2440.2D / Parcel No.R3567710000 I ® Brookfield BOA Inc / ? Inv8' SW = 2433.40.. / 0 Newport Dr EL EDGE OF LAWN 10.0' 1 10.0' / y6t 01 \ 4p0, � - Z796 2' CONTOUR LINE 2% 2% w I - -' - - - €P EXISTING EDGE OF PAVEMENT 2 1/2" ASPHALT / yjtjio90�e�o \ I LOT NUMBER a" Illegible � C2 � \ LINE TABLE LINE BEARING DISTANCE L1 S 57°00'31' W 85.87 CURVE TABLE CURVE ARC RADIUS DELTA CHORD BRG CHORD C1 116.50 200.00 33°22'33" S 73°41'47" W 114.86 C2 173.25 300D0 33°0516" S 73°33'08" W 170.85 C3 101.19 300.00 19°19'32" S 66°40'16" W 100.71 - 3/4 MINUS CRUSHED GRAVEL, COMPACTED AMBER STREET BLOCK NUMBER 10" - 6" MINUS PIT RUN w FOUND BRASS CAP TYPICAL STREET SECTION �- FOUND 5/8 INCH REBAR 20' PRIVATE DRIVE Q NTS \ONAL FOUND 1/2 INCH REBAR 4� \STI v CALC POINT a 9 NlA 10/2i 9rf OF LANDSCAPING PLAN SWEET HOME SUBDIVISION km- IYIUS2l I I Parcel 1Vo.xl0b01000UU z V Andrew E. Evans 1 1 119 Hilldrop St. I Philip V. Hacking 3424 Kimball Ave O w SNOISIA38 S 89038'09" E 23T99 - ,0 M1 -- RR XIR� IRR I 90 F rn r7 r7 OY�YE 40A'o L BEHII 3862 I - ROW 23. 1 6 - _ 10.5 0(L to Y Y \@� o PLANT GRASS ON I O I \\ 0 0- LANDSCAPE BERM CL S. KIMBALL AVE, GRAPHIC SCALE m m 1 13523 SF ;o W ro 0 m PL OW 3 v > P Fc \ $ 3' 1 . 4-0' 23' w 2 a o I 1 EG / \,f = 1 inch = 30 ft. O 1 EG \ 5' 1 — 13332 SF Is 1 L 22 00 © 5.8 ' 1 �117�� ------- m = I LANDSCAPE SECTION A —A �I p 4 PI I NITS C1 '�' o r------ ,106.se' ----- I 0 Hi m 1 207 SF s `�� l p \ p a l o i a ti I I \\ I �1 i M .I l \-----------� cq I—— — — — — — — — I O((PRIVATE DRIVE HOME STREET LEGEND 1 5316gWAl) I 24.0' �m NOTE: ko u 1 o COMMON AREA LOTS SHALL BE PLANTED WITH GRASS TURF - - CENTER LINE STREETS 139OF------------- ao TREES AND SHRUBS AS SHOWN. EXCEPT FOR LOT 1 BLOCK - 3.0D' 45 I' I = o a 1. PRIVATE LOTS SHALL ALSO HAVE GRASS TURF PLANTED PROPERTY BOUNDARY °' 00 IN THE MAJORITY OF THEIR AREAS THAT ARE NOT HARD 000 = Z CONSTRUCT PRIVATE POLE AND OVERHEAD o SURFACED. AREAS THAT ARE NOT PLANTED IN GRASS _ N ACCESS DRIVE SEE DETAIL I POWER TO BE RELOCATED ---- BUILDING ENVELOPE y� BEHIND CURB & GUTER I ARE TO BE USED FOR SHRUBS, GARDENS OR OTHER I c I USEFUL LANDSCAPING THAT MEETS THE INTENT OF THE — — — _ — CENTERLINE IRRIGATION DITCH r7 LO J a p,cm 1 � I CITY OF CALDWELL'S LANDSCAPING ORDINANCE. j o0 n o ��� 1 o-------------- STORM DRAIN SWALE O Oo� �M AND PSI MAIN. ��I7TOTAL AREA IN THE DEVELOPMENT FOR LANDSCAPING IS Q U =� I I 8654 SF ( APPROXIMATELY 10037 SF OR 11.5%. S CONST. SANITARY SEWER AND MANHOLE = Q I 1 24.00' INSTALLATION OF ALL LANDSCAPING SHALL BE IN w CONST. WATER MAIN Z I I _ ACCORDANCE WITH THE GUIDELINES OF THE CITY OF IJ I t. o E CALDWELL LANDSCAPING ORDINANCE. CONST. FIRE HYDRANT J ; L j I I I L_-------- -_ — — — — THE HOMEOWNERS & APPLICANT SHALL BE RESPONSIBLE 3 I I I 2' CONTOUR LINE FOR THE CARE AND MAINTENANCE OF LANDSCAPING ALONG �— 2796�— O — — — — tos.as'--_----� a ANY STREET RIGHT—OF—WAY. EP EXISTING EDGE OF PAVEMENT U o ALL LANDSCAPE MATERIAL EXCEPT FOR LOT 1 BLOCK 1 �j I I O SHALL BE ORGANIC. HARDSCAPE MATERIALS — STONE, STREET LIGHT a I I I 652SF I ' ROCK, GRAVEL, LAVA ROCK, CONCRETE OR ASPHALT OR a I I I 10.5' . I OTHER SIMILAR MATERIALS, INCLUDING PERMA BARK, IS LOT LINE C PROHIBITED. BOULDERS AND ROCK SLABS MAY BE w 1 © I P0.011 = 23.9c, INCORPORATED INTO THE LANDSCAPE FOR DESIGN ACCENT 12"GI 12" GRAVITY IRRIGATION o 0 1 4 0, 0 �- toTBI OR SAFETY PURPOSE, HOWEVER BOULDERS AND ROCK o = 14008SF i 1 IA ROW � POLE SLABS CANNOT BE PLACED IN THE PUBLIC RIGHT—OF—WAY. • SET 5/8" IRON PIN BEHINE 0 FOUND 5/8" IRON PINGj z O I (n J of _ _ T -0HPcci � U 1 — 1 13615 SF 1 oo PLANT WARRENRED SHANTING MAPLE Drain Inlet I I + 1-1/2" CALIPER OR APPROVED EQUAL Rim= 2436.38 I SE 12" CPP I 1 P "e, --AnvE1�43311fi--------J -- ,� 3 � Btni�de PLANT AUTUMN APPLAUSE ASH Neighborhood Watch - — — — a Q LS __ uidiv.sici x CIO= 1-1/2" CALIPER OR APPROVED EQUAL PI ri _ e _L -- PI — i BCe o 16" N 8 °38'09" W 23 .9 t \ TBM C) Chiseled Box 25 MPH Elev=2439.89 H2.0 H2O H2O H20-Z°0 20 r � N20 N 89°36'56" W 90.88' " 0 20 �z r--r—� r "No No m I} 0 i Cap" Cap' I 1 No i = a xr ,a r 0 Catch BasinILLJ Rim= 2439.36 -E r 6' If y 6' 0 1 I I 5 VONAL fN � Z _-..-..- I �.\STf I I a� oyc^ =OQ Q I j 1 109 v o L 15 -112 12 <1 lf, 0� NQ � � LLJ Q f TYPICAL BUILDING ENVELOPE