Loading...
Waverly PlacePLAT SHOWING E. FRANKLIN ROAD S.8 S.9 WAVERLY PLACE SUBDIVISION S.77S.16 A RE -SUBDIVISION OF A PORTION OF LOT 6 OF AMENDED MAGIC VIEW SUBDIVISION aPS�op51� LOCATED IN THE SW 1 /4 OF THE NE 1 /4 SECTION 17 T.3N., R.1 E., B.M., Q cP MERIDIAN, ADA COUNTY, IDAHO 2012 PLS C-N _ 45.36' 45.00' r---------------, f 5, BL OCK 1 I I f ( I � II w r PO C. c o c l0 > 7 N 8 - I� Z I 2704 2712 SEE EASEMENT DETAIL "A"--, GREENHILL ESTATES SUBDIVISION GREENHILL ESTATES 7880 1/16 S 89'57'30" E efil�l v) twn z o 1 0 112.03' 'W 0 � N 89°36'51 SEE NOTE 13 C> Lj p m I p v ®'� 4. I J 112.04-------- � � m C,4 N 89'36'51 "W - z O I o l o 3 Ci 1 o 00 z �; o 113.56' v ~Ln 0 N 89'36'51"W 0 I I O IU ` ; o BLOCK 2 1 tJMl C4 FOUND 1/2- REBAR I EXISTING ADA COUNTY HIGHWAY Lii PLS 7880 DISTRICT SIDEWALK EASEMENT REPLACED rt e INSTR. NO. 108100280 115 28' - - - - fr_ Cry O Y U Un z SUBDIVISION NO. 2 = o REAL POINT OF BEGINNING Ui ® co N D N 0 500.87' T °N 1/16 4'o -43.0D' 40.52' 5.00' 141.� N 89"57'30" W 2088.18'------ ----- -------------------- ca o �' m FOUND 1/2" NO CAP P\5 m j � _ _ 1 REPLACED A�7 INI al 5�----� I I 16 i o N o r� - O N r7 CD CD nT f� 13CD 14 az o Io t- --+- �---0 S 8T44'48"E 0 I l 129.76' - i I 11 I N 17 W E N rn D ® I I I SEE SEMENT DETAIL "B° I I C„I I O 2774 12792� I � �� ----- - -- I r c IS 87'44'48"E 0 114.32' I 0 -� 19 II LO 0.65' 1L0 - - - - - - - S 87'44'48"E-----II o N i (D I 20 I� I I 0 S 87°44'48"E 111.99' 0 N E111 21 NLO Iilo��Il D --- S 87-44"E'4-- -� '� 22 ILI i I�1 I O,♦_0 S 87'44'48"E CLOD99.13' 0 �I 23 o I I Sri - ��--- -- S _' J / j BLK f DISTRICT SIDEWALK EASEMENT Li P.I. I N 16' P,1 ESMT `_ �/�1 INSTR. NO. 108100280 24 ESMT 1` TION E SEMENT Y-103.00' _ - - _ _ _ BL OCK 2 `_ `c� �- _ 16' p.I. r� `n - _ 1616-' -_ _ _ ' _ 1RRIGAT10A4T & GRAVITY i I N _ N 80 °08 r34» - _ _ ! _ _ _-_ _ _ _ N EASEMENT PLS 7880 ! - - w 492.58, _ 1 274,30' --- - _ E. MAGIC - = J INSTR[J VIEW DR. - - _ _ MENT Np'S _ 108100278 - N FOUND 1/2" NO CAP 1� AMENDEp & 708100279 - - REPLACED MAGIC SUE i - w BD1VisroN Curve Length Radius Delta Tangent Chord Bearing Chord 1 29.39' 52.00' 32°22'40" 15.10' N 18'26'32"E 29.00' 2 9.42' 3.00' 180'00'00" 1.00' S 80'08'34"E 6.00' 3 9.42' 3.00' 180°00'00" 1.00' N 80'08'34"W 6.00' 4 7.90' 50.00' 09'03'02" 3.96' S 85°28'29"E 7.89' 5 70.97' 50.00' 81 *19'30" 42.95' S 40*17'1 YE 65.16' 6 78.25' 50.00' 89'39'58" 49.71' S 45*12'31"W 70.50' 7 80.47' 50.00' 9212'42" 51.97' N 43'51'09"W 72.06' 8 76.57' 50.00' 87°44'48" 48.07' N 46'07'36"E 69.31' 9 48.02' 75.00' 36'40'51" 24.86' S 29'28'45"E 47.20' 10 15.07' 75.00' 11'30'51" 7.56' S 05'22'54"E 15.05' 11 30.84' 75.00' 23'33'32" 15.64' S 12'09'18"W 30.62' CURVE TABLE Curve Length Radius Delta Tangent Chord Bearing Chord 12 5.09' 75.00' 03'53'31" 2.55' S 25'52'49"W 5.09' 13 10.05' 75.00' 07'40'37" 5.03' S 31'39'53"W 10.04' 14 10.02' 75.00' 07°39'08 5.02' S 39*19'46"W 10.01' 15 40.49' 75.00' 30'55'56" 20.75' S 7O'19'51 "W 40.00' 16 5.56' 75.00' 04'14'41" 2.78' S 87'55'09"W 5.56' 17 6.86' 75.00' 05*14'24" 3.43' N 87'20'18"W 6.86' 18 23.51' 75.00' 17'57'44" 11.85' N 75°44'14"W 23.42' 19 5.14' 75.00' 03'55'47" 2.57' N 64'47'28"W 5.14' 20 10.10' 75.00' 07'42'55" 5.06' S 58'58'07"E 10.09' 21 10,01' 75.00' 07'38'42" 5.01' S 51°17'18"E 10.00' 22 41.09' 75.00' 31'23'32" 21.08' N 13°26'34"W 40.58' m S 170 O 0 50' 100, D SCALE 1" = 50' 1 /4 S.17 � S.16 � ®NF 51 Op 5 w r✓P U �3 < - � v� 00 om z=) w cn LINE TABLE No. Bearing Length 1 N 09'51'26"E 23.46' 2 N 09'51'26"E 23.46' 3 S 35"08'34"E 28.28' 4 N 60°33'29"E 28.70' 5 S 49'55'43"W 25.75' 6 N 60'51'40"E 10.13' 7 N 54'51'26"E 28.28' 8 S 18'58'52"E 14.98' 9 S 18'58'52"E 4.31' 10 N 53°07'13"W 28.31' 11 N 53°07'13"W 28.99' 12 N 53'07'13"W 31.37' 13 N 53'07'13"W 35.10' 14 N 89'37'28"W 12.71' 15 N 35'08'07"W 12.75' 16 N 38°45'32"E 28.49' 17 N 38'45'32"E 29.05' __0 18 N 38'45'32"E 31.20' NO CAP 19 S 38°45'32"W 39.97' 20 N 00'02'30"E 46,14' 21 S 45'24'56"E 30.53' 22 N 54'56'33"W 13.39' Curve Length Radius Delta Tangent Chord Bearing Chord 23 12.53' 75.00' 09*34'17" 6.28' N 07'02'21"E 12.51' 24 26.06' 75.00' 19'54'32" 1116' N 21'46'45"E 25.93' 25 26,06' 75.00' 19'54'32" 13.16' N 41'41'17"E 25.93' 26 50.21' 75.00' 38'21'27" 26.09' N 70'49'17"E 49.28' 27 29.06' 48.00' 34'40'54" 14.99' N 72'17'01"W 28.61' 28 38.29' 25.00' 87'44'48" 24.04' N 46'07'36"E 34.65' 29 39.43' 25.00' 90'22'32" 25.16' S 44'48'44"E 35.47' 30 39.12' 25.00' 89'39'58" 24.85' S 4512'31 "W 35.25' 31 40.23' 25.00' 92*12'42" 25.98' N 43'51'09"W 36.03' 32 15.33' 75.00' 11°42'34" 7.69' S 49'00'36"W 15.30' 33 23.99' 75.00' 18*19'37" 12.1 C' N 38*18'08"W 23.89' NOTES: 1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACE DRIVEWAYS AND WALKWAYS TO EACH LOT. 2. EXCEPT FOR THOSE INTERIOR SIDE LOT LINES DESIGNATED AS *ZERO SETBACK" HEREON, OR AS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE -SUBDIVISION. 4. THIS SUBDIVISION FALLS WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT AND ALL LOTS REMAIN SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM TO BE OWNED AND MAINTAINED BY THE WAVERLY PLACE HOMEOWNERS ASSOCIATION, IN COMPLIANCE WITH IDAHO CODE 31-3805(b). REFER TO AGREEMENT WITH NAMPA MERIDIAN IRRIGATION DISTRICT INSTRUMENT NO. 112016133. 5. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF INDIVIDUAL BUILDING PERMITS OR AS SPECIFICALLY APPROVED AND / OR REQUIRED. 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION / DRAINAGE ENTITY. 7. LOTS 1, 6, 15 & 24, BLOCK 2 AND LOT 1 BLOCK 1 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE WAVERLY PLACE HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS. 8, BOTTOM ELEVATION OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION, 9. THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT, WHICH STATES 'NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION BEGAN; PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT. 10, LOT 1, BLOCK 2 IS SERVIENT TO AND CONTAINS THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON MARCH 5, 2009 AS INSTRUMENT NO. 109025612, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FOURTH IN FULL (THE °MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 11. LOT 24, BLOCK 2 IS DESIGNATED FOR THE WAVERLY PLACE HOMEOWNERS ASSOCIATION OPEN SPACE AND CLUBHOUSE/CARETAKER BUILDING. 12. LOTS 7, 8, 9 AND LOTS 16, 17, 18 BLOCK 2 SHALL TAKE ACCESS FROM THE COMMON DRIVEWAY EASEMENTS AS SHOWN. SAID DRIVEWAY EASEMENTS SHALL HAVE A BLANKET PUBLIC UTILITIES AND LOT DRAINAGE EASEMENT. MAINTENANCE FOR THE COMMON DRIVEWAY IS AS SET FORTH IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR WAVERLY PLACE SUBDIVISION. THIS PAVED DRIVEWAY SHALL BE MAINTAINED SUCH THAT IT IS CAPABLE OF SUPPORTING FIRE VEHICLES AND EQUIPMENT IN ACCORDANCE WITH UDC 11-6C-3D.8. 7 I v - ! N 8139 09'lY - - 742.03' II r-------- -- N 89377i W 83.90 L�N BL OCK 2 BLOCK 2 J0' I 24' ti Fr-------- 116 II j I 14 71 151 I 3 II I I QN 00 -NOi g2g 2 OO� I 1 h N1 I^ l l I1 I4� 17 o �1 I� I Ilo I 24' f = 30 1, 18 h, pS1 MERIDIAN CITY I a WATER & SANITARY SEWER EASEMENT I 4� �• 19 Q •� Cn EASEMENT DETAIL "B" N.T.S. 9 I 1-MERIDIAN CITY WATER & SANITARY SEI E"R EASEMENT EASEMENT DETAIL "A" N.T.S. A5.6,i' `sg2i N f6¢¢�b........... COMMON DRIVEWAY EASEMENT SEE NOTE 12 1 . BOWSTRING ST. 1 LEGEND SET 5/8" X 24" REBAR WITH PLASTIC CAP, PLS 4431 SET 1/2' X 24" REBAR WITH PLASTIC CAP, PLS 4431 ® FOUND BRASS CAP O FOUND 5/8" REBAR AS NOTED o FOUND 1/2' REBAR AS NOTED - - - - - PROPERTY BOUNDARY - _ _ _ _ _ _ _ PUBLIC UTILITY, IRRIGAT10N & LOT DRAINAGE _ _ _ _ _ _ _ _ _ EASEMENT LINE (SEE NOTES 1 & 2) ------------------- DRIVEWAY EASEMENT (SEE NOTE 12) - - - - - -- - - - EASEMENT LINE AS NOTED LOT LINE 0 0- ZERO SETBACK LOT LINE - NO SIDE LOT LINE EASEMENTS (SEE NOTE 2) - - CENTER LINE - - • - • - SECTION LINE ............................................................... SURVEY TIE LINE P.I. ESMT PRESSURE IRRIGATION EASEMENT WC WITNESS CORNER MR SQUARED LLC 7 �' -mod` CK ENGINEERING PC 4431 ON I T NO N -ER Ad d�`fT� OF DTP SURVEYING LLC RY � PRO__-SSIONAL _.ANLD SURVEYOR SHEET 1 OF 2