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PZ - Eng Base Pre Platv� S 89°21'05" E 467.10' I1 rte` W:E P TE RY ROAD �p EP �J� E QH f� E P PT)=-�P HP E-�� \ OHP 50.�UM�L ---- N1 BLOCK 1 a'w Ag � 71,430 S.F. ��� $� 05 > COMMON LOT �II RF Al, 95•0� W. CUMBERLAND DRIVE CURVE TABLE CURVE ARC RADIUS DELTA CHORD BRG CHORD C1 99.12 305.45 18°35'37" N 14°21'49" W 98.69 C2 248.10 857.22 16°34'57" N 13°22'39" W 247.23 BLOCK 3 0 17,754 S.F. 0 15,991 S.F. BILTMORE ESTATES No.1 27.48'/27.48' N 89°23'33" W 54.97' J U NPLATTED 16,830 S.F. 0 17,197 S.F. 10 21,142 S.F. 18,529 S.F. �5'19;W , 100.00' 8"W + W. WINNIPEG STREET 76.29' IJ \ \ N x 0 \ to \ \\ \ Icon \ \ XIX—X o \ \ z \ s\ c/) 43,583 S.F. COMMON LOT \ \ \�'g,, \ \ w Q \ � p \ \ry N 88°42'19" W 207.00' \ Li z_ J 3 cz 5'-0" LEGEND CENTERLINE 8"S PROPOSED 8" SEWER 8"W PROPOSED 8" WATERLINE — — BOUNDARY LINE — 5' CONTOUR LINE 1' CONTOUR LINE •� BLOW -OFF -i FH FIRE HYDRANT © SEWER MANHOLE BOOM Ice] 1�IAzIm91_ 01:M-3, ACREAGE TOTAL PARCEL 13.323 ACRES TOTAL LOTS 25 BUILDABLE LOTS 23 COMMON & LANDSCAPE LOT 1 BLOCK 1 LOT 1 BLOCK 3 ZONING EXISTING R-8 PROPOSED R-8 SEWER DISPOSAL CITY OF MERIDIAN SEWER WATER SUPPLY CITY OF MERIDIAN WATER CITY CITY OF MERIDIAN IRRIGATION DISTRICT NAMPA MERIDIAN IRRIGATION DISTRICT V101 XW Calvalm O r all 1 l rzk q S1 E .y m a" -i '1 ['43"1 St tet` W 131ksS WTail i r irirOr y rr 1.) ALL LOTS LINES COMMON TO THE PUBLIC RIGHT-OF-WAY HAVE A 10' PUBLIC UTILITY AND CITY OF MERIDIAN STREET LIGHT EASEMENT. 2.) A 10' PUBLIC UTILITY IRRIGATION AND DRAINAGE EASEMENT IS ADJACENT TO THE EXTERIOR BOUNDARY. 3.) ALL SIDE LOT LINES TO HAVE A 5' DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE. 4.) SEWER SERVICES SHALL BE PROVIDED TO EACH LOT BY A MAIN LINE EXTENSION OF THE EXISTING MERIDIAN CITY SEWER LINE LOCATED AT THE END OF W. CUMBERLAND DRIVE. 5.) ALL LOTS WILL HAVE WATER SERVICES BY A EXTENSION OF CITY OF MERIDIAN WATER MAIN LINE LOCATED AT THE END OF W. WINNIPEG STREET AND W. CUMBERLAND DRIVE. 6.) STORM DRAIN WATER FROM STREETS SHALL BE ROUTED TO SAND & GREASE TRAPS AND SEEPAGE BEDS WITHIN THE ACHD RIGHT-OF-WAY. 7.) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER, IRRIGATION WATER WILL BE PROVIDED BY A OPEN DITCH AT THE BACK OF ALL LOTS IN THIS SUBDIVISION. 8.) COMMON LOT 1 BLOCK 1 AND LOT 1 BLOCK 3 MAINTAINED BY THE HOME OWNERS ASSOC, 9.) SETBACKS SHALL BE DETERMINED AT THE TIME OF BUILDING PERMIT APPLICATION BASED ON ZONING REGULATIONS IN EFFECT FOR THE R-8 ZONE. 10.) ALL STREETS SHALL BE A ACHD STANDARD 50' STREET SECTION WITH ROLLED CURB. 50' RIGHT-OF-WAY WIDTH 36'-0" 1 18'-0" 1 18'-0" 1 16'-0" SIDEWALK 4"-3/4" MINUS CRUSHED GRAVEL (C❑MPACTI❑N REQUIRED) 2% Max, 2% SLOPE STANDARD ROLLED OR 6" VERTTICAL CURB & GUTTER ( typ. ) AS PER PLANS 16'-0" 2% SLOPE 2 5'-0" '-0" SIDEWALK 2% Max, 2 1/2" ASPHALT PAVEMENT L1!(QC�L�•u1l�lei.�ellei►y:lSlsell_1�I�� 12"-6" MINUS PIT RUN TYPICAL CURB & GUTTER SECTION NTS r us �! LINE TABLE co ^I, `Q L- LINE BEARING DISTANCE L1 S 75°07'25" E 41.22 L2 S 21'25'26" E 50.94 L3 S 16°58'18" W 36.19 L4 S 00°25'31" W 38.03 L5 N 21-42'35" W 12.83 CURVE TABLE CURVE ARC RADIUS DELTA CHORD BRG CHORD C1 99.12 305.45 18°35'37" N 14°21'49" W 98.69 C2 248.10 857.22 16°34'57" N 13°22'39" W 247.23 BLOCK 3 0 17,754 S.F. 0 15,991 S.F. BILTMORE ESTATES No.1 27.48'/27.48' N 89°23'33" W 54.97' J U NPLATTED 16,830 S.F. 0 17,197 S.F. 10 21,142 S.F. 18,529 S.F. �5'19;W , 100.00' 8"W + W. WINNIPEG STREET 76.29' IJ \ \ N x 0 \ to \ \\ \ Icon \ \ XIX—X o \ \ z \ s\ c/) 43,583 S.F. COMMON LOT \ \ \�'g,, \ \ w Q \ � p \ \ry N 88°42'19" W 207.00' \ Li z_ J 3 cz 5'-0" LEGEND CENTERLINE 8"S PROPOSED 8" SEWER 8"W PROPOSED 8" WATERLINE — — BOUNDARY LINE — 5' CONTOUR LINE 1' CONTOUR LINE •� BLOW -OFF -i FH FIRE HYDRANT © SEWER MANHOLE BOOM Ice] 1�IAzIm91_ 01:M-3, ACREAGE TOTAL PARCEL 13.323 ACRES TOTAL LOTS 25 BUILDABLE LOTS 23 COMMON & LANDSCAPE LOT 1 BLOCK 1 LOT 1 BLOCK 3 ZONING EXISTING R-8 PROPOSED R-8 SEWER DISPOSAL CITY OF MERIDIAN SEWER WATER SUPPLY CITY OF MERIDIAN WATER CITY CITY OF MERIDIAN IRRIGATION DISTRICT NAMPA MERIDIAN IRRIGATION DISTRICT V101 XW Calvalm O r all 1 l rzk q S1 E .y m a" -i '1 ['43"1 St tet` W 131ksS WTail i r irirOr y rr 1.) ALL LOTS LINES COMMON TO THE PUBLIC RIGHT-OF-WAY HAVE A 10' PUBLIC UTILITY AND CITY OF MERIDIAN STREET LIGHT EASEMENT. 2.) A 10' PUBLIC UTILITY IRRIGATION AND DRAINAGE EASEMENT IS ADJACENT TO THE EXTERIOR BOUNDARY. 3.) ALL SIDE LOT LINES TO HAVE A 5' DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE. 4.) SEWER SERVICES SHALL BE PROVIDED TO EACH LOT BY A MAIN LINE EXTENSION OF THE EXISTING MERIDIAN CITY SEWER LINE LOCATED AT THE END OF W. CUMBERLAND DRIVE. 5.) ALL LOTS WILL HAVE WATER SERVICES BY A EXTENSION OF CITY OF MERIDIAN WATER MAIN LINE LOCATED AT THE END OF W. WINNIPEG STREET AND W. CUMBERLAND DRIVE. 6.) STORM DRAIN WATER FROM STREETS SHALL BE ROUTED TO SAND & GREASE TRAPS AND SEEPAGE BEDS WITHIN THE ACHD RIGHT-OF-WAY. 7.) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER, IRRIGATION WATER WILL BE PROVIDED BY A OPEN DITCH AT THE BACK OF ALL LOTS IN THIS SUBDIVISION. 8.) COMMON LOT 1 BLOCK 1 AND LOT 1 BLOCK 3 MAINTAINED BY THE HOME OWNERS ASSOC, 9.) SETBACKS SHALL BE DETERMINED AT THE TIME OF BUILDING PERMIT APPLICATION BASED ON ZONING REGULATIONS IN EFFECT FOR THE R-8 ZONE. 10.) ALL STREETS SHALL BE A ACHD STANDARD 50' STREET SECTION WITH ROLLED CURB. 50' RIGHT-OF-WAY WIDTH 36'-0" 1 18'-0" 1 18'-0" 1 16'-0" SIDEWALK 4"-3/4" MINUS CRUSHED GRAVEL (C❑MPACTI❑N REQUIRED) 2% Max, 2% SLOPE STANDARD ROLLED OR 6" VERTTICAL CURB & GUTTER ( typ. ) AS PER PLANS 16'-0" 2% SLOPE 2 5'-0" '-0" SIDEWALK 2% Max, 2 1/2" ASPHALT PAVEMENT L1!(QC�L�•u1l�lei.�ellei►y:lSlsell_1�I�� 12"-6" MINUS PIT RUN TYPICAL CURB & GUTTER SECTION NTS r us �! ro cq ® 0 Stl � DO co ^I, `Q L- co LO `Q 000 e b Ld F5' bi � v4� 00 00 b b i-1 ro H � Q Q LL] LL] � z ~w Q <V) Li -' =pq � w3� �zL) L� o�Q z Q o Ln cu L) �z 00 H Q~ LDV) V) Li P 1 w� M pq o x' 00 b 00 00 7 0 SHEET NO. 10f 2 e 00 00 b H � Q Q LL] LL] � z ~w Q <V) Li -' =pq � w3� �zL) L� o�Q z Q o Ln cu L) �z 00 H Q~ LDV) V) Li P 1 w� M pq o x' 00 b 00 00 7 0 SHEET NO. 10f 2