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W -3'--c,- ..0? w -s - _ 21311' wi "_ "I - -� _E 6 ° w •111.14' w � w - � � - � -� T `� � 16z 6r w - �'n T i" : - i - t I' LN89°49'09"E-293.69'-�4, w .� !�-� T' i - -�-� � li 3 0 °` �' -27-05, ,. 4. 0'a ...., .00': . .__�. 74.00'.... x;:.40.00' ..._. ...:78.36.-. 9-.. -.: .:.79.00_, i ,- 79.00..- ._.79.00±_ - -__64.55: �. �3 ___64.20- N 9396 S.F. Pry 1,1 /4.29 71.001 710 74 Z �R ,J`_ R I Q I ' R R R . QI; ' 2 h /� O N89°49'09"E-92.15' 50 �- v O A (n J' �N44°49'26'E V4 ry - S45°10'34"E f 1 `(� - = lei I� �n m Q 27.35' ,n o G� r g o 0 0 �„� to -� I� �� pG LU 5 -FOOT WIDE LANDSCAPE - O m ' c6 °` m m Q. Q m N y m m O •� 27.81' } Q� t EASEMENT -TYPICAL OF 4 �� V ` aoo 4 �V t �., Eu w w m w / w � w w V Lu Z 3 w LU w ;�� O (� 00{�1 !°co 0 4 OZ •-� O' ° Z L °' o to '0 0 0 o o I' o o o__ -i o- - o Iii o o -o ,o 12,097 S.F. 0 8,625 S.F. ° 8,777 S.F. w 8,743 S.F. IN 8,742 S.F. Im 8,741 S.F. m 8,740 S.F. w 4,724 z 9,252 S.F. III y 9,327 S.F. w 9,325 S.F. �m 9,324 S.F. ;m 9,740 S.F. g nt-, g { 9,657 S.F_ _z -- 8,710 S.F. �w 8,700 S.F. w 9,466 S.F. o -- S.F. P j Z j z I ' n -- - - - 1 114.96' _ 76.00' _ 74.00' _ 74.00' =, 74.00' 74.00' _ 74.00' 40.00' 78.36' _ _ - = 79.00' 79.00' _ 79.00' ,71.38' .83 60a 0' 83.55' 74.00' , 74.00' 80.24'- Z Z °S89°43'29"W - 374.63- Z 48 22 W - 987.71'__n a°����li NO.a-'�-� p 1� 1 0 60 120 S�I CR&��Sv I 110 ; B�gQwAS U _ PROSPECT ELEMENTARY SCHOOL �p,SV _ �p,SV-_ _ I I i REEK �t �� = NP I �PSUG SCALE: 1 INCH 60 FEET o � NP NORTH \ - 41 f I 29 31 A 32 Notes Roadway Concrete Construction Pavement Cross -Section Legend VERTICAL SCALE: DRAWN BY: AS NOTED C.A. AUTH CHECKED BY: 1. 2. 3. 4. 5. THIS PROPERTY IS NOT IN A FLOOD PLAIN AREA. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. POTABLE WATER IS TO BE PROVIDED BY MERIDIAN WATER. PROPERTY LIES WITHIN THE MERIDIAN CITY FIRE DEPARTMENT. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT. 3" VERTICAL CURB PER SD -702. CRUSHED AGGREGATE BASE COURSE - 4" MINIMUM THICKNESS UNDER CURB 5.0' - 8.0'- 9 " _--- /TYPE "A" 5 -INCH THICK CONCRETE SIDEWALK 24" / ASPHALTIC PAVEMENT "- 3/4" MINUS CRUSHED AGGREGATE BASE COURSE COMPACTED SUB -GRADE 14.0" ♦ MINIMUM 95% COMPACTION \ 6" MINUS AGGREGATE SUB -BASE PARCEL BOUNDARY ------ PHASE LINE LOT LINE - - - EASEMENT LINE - --- WOOD FENCE EXISTING RIGHT-OF-WAY1/2" W~ ROAD CENTERLINE - - EXISTING WATER LINE w w - NEW WATER LINE -E�,�- EXISTING SANITARY SEWER LINE NEW SANITARY SEWER LINE NEW SIDEWALK // _,I BUILDING FOOTPRINT PIN 0 5/8" PIN FOUND HUB TYPE I INLET CATCH BASIN F EXISTING POWER POLE TELEPHONE JUNCTION BOX ELECTRICAL BOX EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE 6. 7. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. EXISTING USE: RESIDENTIAL AND RURAL. a Vicinity Map Scale: I -Inch = 300 -Feet Land Use Calculations Manhole Table Zoning Table 8. 9. CONTOUR ELEVATION DATUM: NAVD 88. CONTOUR INTERVALS = 1 -FOOT. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL IN COMMON LOTS OF STORM WATERwu. GENERATED FROM THE LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. - �,-=.,-' _"":,;:, •: �*: ., ;- 1 t -- .. ;w --,,,-:: r..__ ;, DESCRIPTION AREA AC. ( ) PROJECT 19.61 RESIDENTIAL LOTS 14.72 PERCENTAGE 100.00% 75.06% WEST SIDE EAST SIDE NO. DEPTH NO. DEPTH W-1 7.89' E-1 10.10' W-2 7.18' E-2 8.91' PROPOSED ZONE CHANGE RUT TO R-4 EXISTING ZONE RUT AND R-4 AFTER REZONE ALL LAND WILL BE R-4. 10. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS DEVELOPMENT. _ / / / / / ROADWAY 2.68 OPEN SPACE (SEE NOTE 12) 1.96 DRIVEWAYS (SEE NOTE 12) 0.25 13.67% 10.00% 1.27% W-3 4.65' E-3 7.22' W-4 4.08' E-4 7.96' W-5 3.35' E-5 9,74' Proposed Setback Table FRONT (GARAGE): 20 FEET FRONT (LIVING): 15 FEET REAR: 15 FEET SIDE YARD: 5 FEET 11. THE FOLLOWING TAX PARCEL NUMBERS ARE INCLUDED WITHIN THIS SUBDIVISION: R1608650010, R1608650020, R1608650060 AND R1608650090. 12. OPEN SPACE IS CALCULATED AS: 1) LAND BETWEEN SIDEWALK AND BACK OF CURB 2) 50% OF LOT 1, BLOCK 1 AND 50% OF LOT 1, BLOCK 3, 3) LOTS 14 AND 25, BLOCK 1, AND LOTS 6 AND 25, BLOCK 3, MINUS 10,816.00 SQUARE FEET FOR DRIVEWAYS OVER F _ / / RESIDENTIAL LOTS 57 DRIVEWAYS 52 RESIDENTIAL DENSITY 2.91 PER ACRE W-6 4.89' E-6 9.52' E $ 8:20, SPECIAL SEWER CONSTRUCTION IS REQUIRED FOR LOTS 9-13,15 AND 16, BLOCK 1. THE AREA BETWEEN THE SIDEWALK AND BACK OF CURB IN DETACHED SIDEWALK AREAS: 13. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS. NORTH Typical Street Cross -Section Scale: Not To Scale Owner/Applicant 14. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION / WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. / / �' ' ( � ------------ - 79.00- . - -- -- -- --- - ---- DAVE YORGASON 15. 16. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10 -FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC LOT LINES AND 3 A RIGHT-OF-WAYS. 2) A 5 -FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR) 10 -FOOT WIDE REAR YARD IRRIGATION EASEMENT. THE FOLLOWING PERPETUAL INGRESS / EGRESS EASEMENTS ARE HEREBY RESERVED: LOTS 10 AND 11, BLOCK 1 THROUGH / / ^ ' PROJECT ? 1 ' _ e s , F= ---_ � i ', ( � 59.00'BAC0'ROAD K HT -OF- OF ----------.--'- 47.00' ROAD RIGHT-OF-WAY 6.00'-� EMENT EASEMENT S I ---33.00' ROADWAY BACK OF CURB TO BACK OF CURB{ SEMENi� 1000'- 5.00' a00, 16.50' 16.50'-- -s.oa 5.00' -1000'-- -- PUC EASEMENT ° -y LANDSCAPE' 2 LANDSCAPE o (.,_P -UC EASEMENT 2�° '-2°�° °�° 2�°' TODD CAMPBELL CONSTRUCTION, INC. 14254 WEST BATTENBERG DRIVE BOISE, IDAHO 83713 (208) 850-1070 LOT 12, BLOCK 1; LOT 17, BLOCK 1 THROUGH LOT 18, BLOCK 1; LOT 10, BLOCK 3 THROUGH LOT 11, BLOCK 3; LOT 21, BLOCK 3 THROUGH LOT 22, BLOCK 3. _t ; 1 LOCATION SIDEWALK SIDEWALK CENTER CROWN BETWEEN CURBS DYORGASON6@GMAIL.COM �\ In LN V C M � C O O N IIIIIIIIIa notS =00 E y ON a in O X ` �y N fA LL r- > > o " m c Cm n IM O 0� C-0 _ d 0) D:O C M a p� Y M W � �M= W N t QO LL M N E m o ? N C to V M O O O W O Lo > I • • Omm¢ JA (ZZ}� Z w a I - a m Z=w 0 �WZU m<10-¢ ZI-_- J,=Zp U Z O W Z LU g ¢cn0 u.1�0 LOCOLU zo:Q � OCE ov~iW T o LU 2 �'vom COoZF- LU I- v 2: a ¢=W O O LL ¢O�LLI (D 0F¢¢ J 1: DATE: 09 -JULY -2019 HORIZONTAL SCALE AS NOTED VERTICAL SCALE: DRAWN BY: AS NOTED C.A. AUTH CHECKED BY: J.D. CANNING FILE: TC04PREP.DWG SHEET NO.: I id 100 04