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' �� � o D � KQ W� 9,826 S.F. 8,496 S.F. y 8,496 S.F. 10,395 S.F. 24, , 11,863 S.F. m 1 S 8 3 S 10 638 S.F. ) 0 10 706 S.F. _ o 0 721S.F. , Iy , ,y , y , 1' , JOO � S45°00'41"E / �I• N44°59'43"E ' # S45°00'17"E N44°59'43"E_ S45°Di7"E (I Z Z � � i d N44°69'19"E 9281 S.F. � � y� � a � � � .r I i '� I I I, zssr I • � �yy I cD w v, °''.`� A2�•,� a ® ® m 29.45' �29.93' :I 29.61' 29.79' x,. a �' ��:• tl %29.79' - - Z I d z �., Ei it- 1 , . . . . -- .,..,.. -.-- `..._."..: `, - ::: -.. . -..;. . . ,.-._;. . . 70.87 ..7.1- 74.00 _: ... .:...74.00 . 36.41 _ �,72A0_._z_:_ 72.00 .. .,. 69.15 ,..:.. ! . .. _.- 160.69-.�,- -r :: 81.51 s _. _ --= 7 -- m - CC) 2 r"Jf ✓' a_ -'tom s. -- ---=-r-- - =-- t N89°49'09"E-96.8T .. Z _ _ S89°49'09"W-131,45' 3 20 `.� \- ---x N89°49'09"E-249.5T _ -__ _ _. N89°49'09"E-242 20 --__ - -_.._ -' '`` '. -- __ _�-- N89°49'09"E-290.01'_ ' - 1] _LU Z O w �" ( -.._- , ---- W W ---- w '196.14'-"_ "' " - �-y -- --" -1a1.s0"" " �" _ 1- 5 ¢ a 1 •" - \.__" _a _. " -- 331.30 EAST -_ 0 - - .8 E'1 o-I... _ -T - -- - - - E o- -- W- _ 6n° I - 2s3.ss' "i "- - - - -• TERRITORY 2 "--" I 1sz.sr " _ 5 E �_-�- --, W'2 ° - 3 3 3 s g J � " „I „- v R' N89°49'09"E-293.69'-� � L-. - -G�-� 01fI/-1' E-3 ffi' �� �- " ",_ _ -� a � g-� ---y� � � x � -°'_., H ¢ ' Q I "" �g -T 1 � i -I �� � I I6 $fix I �"' �� _ M Z N z 3 m _ ._- _a_- ° m_ - .';� y N89°49'09'E-293.16' - ¢ r Z n 0 , S89 a9'09"W-763.29 n �32.69'-, 6 Q - . , .. _ 74.00 - 7a.00 s1.11 1- W W °'y0 1°` % :-270547.29' . . 74.00' 74.00't _... .74.00 . .._tea 74.00 ,;:.40.00 .. -... .78.36 {9 _ : . 7°I _nn . , i ,- 79.00�._. . ._<79.00 --`64.55: �.. . �? ! %`_ a64.20 t-J-- a e ��s - r Z x - .. -I l g I y Qc , I- w a a a a -__. N89°49'09"E-92.tb' 00 m co Z - I r / - ^o O F z 9 396 S.F. �o h' rV/11 9 -- °`Y rL W - - S45°10'34 E f a Zo io �' W O - 1 O Q 1 "J' N44°49'26"E Z U g Q ._ = t III - • n o, o 0 0 o , Ili. i n , G� . ( 2 Ix q & rn a, ("- 27.81' I ti I Q � r O !� •/m1 Q CWfJ i O !! W 5-FOOT WIDE LANDSCAPE- t1 O m 'ro °` m m O.Q ro y m c� `` O m< 01 ®� ,cQi,- n ¢ LL O ZI I e EASEMENT-TYPICAL OF Vv V oo 'I Vv W c M W Q } w w w w w w 'I w w w w. , Z 3 w w �/J t- F- �' Iio�o � mwU I , o .o 0 0 0 o b m o ,' o to o c n gal _ Z I t _ Z Io 0 0 o o o__ �o �o SIZ: o c _ - o.. ;o . ;h o O Cl) Q ¢ 12,097 S.F. 0 8,625 S.F. " 8,777 S.F. N 8,743 S.F. N 8,742 S.F. ;" 8,741 S.F. m 8,740 S.F. 4,724 z 9,252 S.F ;Ili y 9,327 S.F. w 9,325 S.F. - �w 9,324 S.F. ;� 9,740 S.F. z ��, z 9,657 S.F. _z -- 8,710 S.F. �w 8,700 S.F. w 9,466 S.F. ;, /I 1 ¢ O a 0 V/ LU zi CO VO� �I � ", 114.96' _ 76.00' _ 74.00' 74.00' 74.09 74.00' _I '74.00' 40.00' , 78.36' _-- 79.00• 79.00, -_ 79.00' ,71.38' '12"1 .83' 15000' 1- -- 83.55' _ _ 74.00' - - .74.00' T Q z ° S89°43'29"W 374 63' •� �, LU � w O I I z S89 48 22 W - 987.71 I � s I � o Im r l NN0•Q - \ NN0,3 g� LO U w 1 Z 6 �� �gUB�A�ASVO `, - �SvgON\5VO ��� --, V���VONNO'� Q LU a 9LU _ 0 60 120 EZ ____ OU � ��E �� PROSPECT ELEMENTARY SCHOOL P`I PgV C �� \��p,SV- 1 CREEK5�g0 LU p W�I N j - - I �I ¢ �Psv ¢ w U O \ SCALE: 1-INCH=60-FEET % \ _ \AP U Y ¢ sI NORTH � 10 41 f � Fz � q I i _ Notes Roadway Concrete Construction Pavement Cross-Section Legend 2.5" 1. THIS PROPERTY IS NOT IN A FLOOD PLAIN AREA. 3"VERTICAL CURB PER SD-702. CRUSHED AGGREGATE \ ASPHALTIC PAVEMENT PARCEL BOUNDARY -" " - NEW WATER LINE TYPE I INLET CATCH BASIN BASE COURSE -4" MINIMUM THICKNESS UNDER CURB ------ PHASE LINE - EXISTING SANITARY SEWER LINE F EXISTING POWER POLE 2. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. 5.0' - 8.0' 3/4" MINUS CRUSHED LOT LINE NEW SANITARY SEWER LINE TELEPHONE JUNCTION BOX AGGREGATE BASE COURSE - - - EASEMENT LINES NEW SIDEWALK ELECTRICAL BOX 3. POTABLE WATER IS TO BE PROVIDED BY MERIDIAN WATER. "' =u _ ---. WOOD FENCE I/ <<'i BUILDING FOOTPRINT EXISTING FIRE HYDRANT COMPACTED SUB-GRADE EXISTING RIGHT-OF-WAY 1/2" PIN EXISTING WATER VALVE 4. PROPERTY LIES WITHIN THE MERIDIAN CITY FIRE DEPARTMENT. = TYPE 'l 5-INCH THICK 14.0" ♦ MINIMUM 95% COMPACTION W~ ROAD CENTERLINE 01 5/8"PIN EXISTING SANITARY SEWER MANHOLE 5. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT. CONCRETE SIDEWALK \ 6" MINUS AGGREGATE SUB-BASE - - EXISTING WATER LINE FOUND HUB NEW SANITARY SEWER MANHOLE 6. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. 7. EXISTING USE: RESIDENTIAL AND RURAL. a Vicinity Map Scale: I-Inch = 300-Feet Land Use Calculations Manhole Table Zoning Table 8. CONTOUR ELEVATION DATUM: NAVD 88. CONTOUR INTERVALS = 1-FOOT. DESCRIPTION AREA AC. PERCENTAGE WEST SIDE EAST SIDE PROPOSED ZONE CHANGE RUT TO R-4 t ( ) NO. DEPTH NO. DEPTH 9. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL IN COMMON LOTS OF STORM WATER wu. -- PROJECT 19.61 100.00% EXISTING ZONE RUT AND R-4 ,ems - - _ -:" ,.. .r\ W-1 7.89' E-1 10.10, AFTER REZONE ALL LAND WILL BE R-4. GENERATED FROM THE LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. ;- RESIDENTIAL LOTS 14.72 75.06% W-2 7.18' E-2 8.91' 10. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE PUBLIC ROADWAY 2.68 13.67% W-3 4.65' E-3 7.22' / OPEN SPACE (SEE NOTE 12) 1.96 10.00% W 4 4.08' E-4 7.96' ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS DEVELOPMENT. / / / DRIVEWAYS (SEE NOTE 12) 0.25 1,27% W-5 3.35' E-5 9•74' Proposed Setback Table 3 11. THE FOLLOWING TAX PARCEL NUMBERS ARE INCLUDED WITHIN THIS SUBDIVISION: R1608650010, R1608650020, R1608650060 W-6 4.89' E-6 9.52' DATE: 09JULY-2019 AND R1608650090. _ / RESIDENTIAL LOTS 57 E-7 8.36' ( ) _ FRONT GARAGE : 20FEET 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 s ` / i DRIVEWAYS 52 E-8 8.20' HORIZONTAL SCALE AS NOTED FRONT(LIVING) 16 FEET 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 / j / SPECIAL SEWER CONSTRUCTION IS REQUIRED REAR: 15 FEET RESIDENTIAL DENSITY 2.91 PER ACRE FOR LOTS 9-13, 15 AND 16, BLOCK 1. SIDE YARD: 5 FEET VERTICAL SCALE: AS NOTED THE AREA BETWEEN THE SIDEWALK AND BACK OF CURB IN DETACHED SIDEWALK AREAS: NORTH DRAWN BY: C.A.AUTH 13. ALL WATER LINE SIZES SHALL BE 8"TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS. Typical Street Cross-Section Scale: Not To Scale Owner/Applicant CHECKED BY: J.D.CANNING 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. / % FILE: TC04PREP.DwG 1 - --------- 79 00 ------- --- -- -- DAVE YORGASON 15. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10-FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC ' _ F 59.00'BACKOFWALKTOBACKOFWALK--- - ------------- � TODD CAMPBELL CONSTRUCTION, INC. �s.ofl' azao'ROAD RIGHT-OF-WAY 6.00'- 14254 WEST BATTENBERG DRIVE SHEET NO.: LOT LINES AND 3 A EMENT RIGHT-OF-WAYS. 2) A 5-FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR ) / --- _ � S I ---33.00'ROADWAY BACK OF CURB TO BACK OF CURB{ SEMENi� 10-FOOT WIDE REAR YARD IRRIGATION FJ\SEMENT. loon- 5.00' i 800, 16.50' -16.50'-- -s.oa 5.00 -l000 -- - BOISE, IDAHO 83713 ' PROJECT ? I i ( PUC EASEMENT ° -yri NDSCAPE 2 LANDSCAPE ° rPUC EASEMENT 16. THE FOLLOWING PERPETUAL INGRESS / EGRESS EASEMENTS ARE HEREBY RESERVED: LOTS 10 AND 11, BLOCK 1 THROUGH 2� '-2°�° °�° 2 ' 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 T (208)850-1070 DRr1 p LOCATION � SIDEWALK SIDEWALK j j1j,�1 THROUGH LOT 22, BLOCK 3. LOt�„Z'ON CENTER CROWN BETWEEN CURBS DYORGASON6@GMAIL.COM