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HomeMy WebLinkAboutTOPOGRAHIC SURVEY dv CD N o Q Interstate 84 Exit 2645 PLS N$►�35 -x- -- - 0 35 140 S86 � - -- _EAR------ 18'23"E - , _ ,+ 70 210 _ - -- 471.33 -x - 2650 Sewer Manhole 8793 _ Obi $•�3 EDR EDR EDR --- -__ EDP 265p - -_ - 5 '-- cAR ---- ---''f- EDR -- cn x Rim=2647.62' -T-� -� -_�____--�- l --------------- -\-__ EDR __ S „ , Cl PLS 13550 z ~ 18" Inv=2626.53'-- t --------- R -- Ca e: = 70 12" Blackout East \ram ------ ----- ---- _ + O �- 36"ADS Inv=2639.91 I _ Irrigation Manho le J > Top=2653.86' 18"PVC(W)Inv=2649.39' ID l 18"PVC S Inv 2650 75' Irrigation Manhole - ----- - m 18"PVC(E)ln 264�' Rim=2646.88' ' ° o o ti., .. Lea-end 36 ADS(N)Inv=2640.13' o O a :o ai nv= ^ 1 36"ADS I2640.13' 'o v ; u, o I , O o CoQ c ;.� w I I g 0Found 5/8 Iron Pin, as Noted --- --- Property Boundary Line o cv, O o -' o 0 1 Found Brass Ca Monument N i z „•o. o N);'i P - -- Section Line Found Highway Monument Right-of-Way Line To Be Set 1/2" x 24" Iron Pin �I a) Cl)' I • ,> - - Centerline 01 with Plastic Cap, ISG PLS 8251" ' -------------- Easement Line, as Noted I � • To Be Set 5/8" x 24' Iron Pin I ® with Plastic Cap, "ISG PLS 8251" E I = '= Landscape Buffer ® Bench Mark Parcel Line " ` I 20' City of Meridian - - - Sewer Easement o' o I ° I O Lot Number Inst. No. 96061665 � � ��,�� I ���`�� Lot Line $�J` Deciduous Tree � I O Original Lot Line Gas Marker . ................... . • Tie Line �; rn -�- Power Pole -x x Fence 00 _ I �l i, LOI Irri ation Manhole VE7 Power Vault I 9 I co EDR Edge of Dirt Road y Rim=2647.21' w 36 Sanitary Sewer Line "ADS N Inv=2640.64' r `L Block 3 I © Power Junction Box ss o ( ) 36 ADS(S)Inv 2640.64 „ I LO �T Telephone Junction Box o O _SD Storm Drain Line w / I O (N �S Traffic Signal Box IR Irrigation Line ' - I 11.61 Acres I O Street Light Block 3 \ - - - - -�- - = - I I N _...-...-...-...-..._ Bottom of Ditch � �' � Traffic Signal Arm / O12 'n 1 q 1 Toa Top of Bank 1 ca \ gl Sewer Manhole �- Traffic Sin c Gas Line Rim=2646.92' o o Sand and Grease Trap PLS 7314 L11 i 1 18" Inv=2626.84' p C6 i 8"(E)Inv=2627.49' Winco Wells Subdivision oP Overhead Power Line 20 City of Meridian i I No. 2 oJ" I Storm Drain Manhole TEL Telephone Line / Sewer Easement --I o I Inst. No. 96061665 N I i ` i (Future) N ® Catch Basin N I a Domestic Water Line N I E. Cinema Dr._ L10 12 N I - •w I C5 Wi Water Valve ' .� ?s .�;:� Area of Concrete Pressure Irrigation Valve , s 9 ' ,n Illegible in 1 I i o a \� N. I o ° Irrigation Manhole N I o I •° v Building 1 o Ii" I v•��w / oo ' i I O z I N o =m N I o ❑t Irrigation Box I " w N i ,z-' 1 O SanitarySewer Manhole ACHD Storm Drain �1111Z Easement Area No Cap L12 U C7 = ( Utility Box 42 / N i I O \ `n -O I Detail "A„ 1 ^� Monitor Well \ I Block 2 i -.-- Z c rn Oco Clean Out \C6 I ® Water Manhole Detail "A" _� E. Cinema Dr. I ___ \ ` o ry Q 1 0 Fire Hydrant -to IR \\ \ j T O - - •..,� Scale 1" = 30' i a --' •\ -- -' ^� LIrrigation Manhole � I it__ IO Curve Table Line Table Rim=2646.24 C3 36"ADS(N)Inv=2640.79 S89'59'02"W 352.44'- �!` I Curve Length Radius Delta Chord Bearing Chord Length Line Bearing Length 36"ADS(S)Inv--2640.79 _\ < 12"ADS(W)Inv=2640.80' �I 9 C2 cw N90 ff 2710' ' ' ' "C1 63.34 1809.86 2'0018 S85'10'34"E 63.33' L1 N00'24'05"E 45,00' _ _ -` _ '00'00"E 352.07' - _ - O -. O ss \ C2 109.96' 180.00' 35'00'00" S72'30'00"E 108.25' L2 N89'35'55"W 59.69' W Co ; \ ; E. Cinema Dr. J Y (Future) 27.11 % ! C3 93.46' 153.00' 35'00'00" N72'30'00"W 92.02' L3 S3818'01"W 45.79' ti o I C4 O '"'' I -S89S8S8E 351.70 Sewer Manhole C4 126.45' 207.00' 35'00'00" S72'30'00"E 124.49' L4 S00'46'54"W 54.21' ° o o \ ` I Rim-2650.60' C5 108.47' 180.00 34*31'39" S72'15'50"E 106.84' L5 S44'46'59"E 22.86' cn ° 9.27' ACHD Storm Manhole q Inv=2631.85 W ti Rim=2646.27' m Drain Easement ; 1.iZ I Unable to verify pipe C6 124.74' 207.00' 34'31'39" N72'15'S0"W 122.86' L6 S45'33'34"W 28.68' Inst. No. 2022-063240 I size (appx. 8") I 18" Inv=2627.21' a 35.98' 35.98'•: I C7 92.20' 153.00' 34*31'39" S72'15'50"E 90.81' L7 S55'00'00"E 42.26' 8"(E)Inv=2627.97' ° o z. I i L8 I 0 ° ------ - I N55'00'00"W 42.26' o I r I o J 1 L9 S55'00'00"E 42.26' _I 0, I FL LAN 10' City of Meridian y Q ��ON s L1 o S89'31'39"E 9.66' 01 Landscape BufferEN$FO GAG L11 N89'31'39 W 9.70' w q _ ,> U ;� i Block 2 i I i� I �' N Cr ;a L12 S89'31'39"E 9.63' 8251 I O I 0 f� I 5.62 Acres � � N �NC OFIrrigation Box LO 103.32 Cross-Access Easement OTop=2647.64 H �(• �Wi � Inst. No. 2021-105861 t-- 36'ADS(N)Inv=2642.34 r i �' N 36"RCP(W)Inv=2642.64' ° a E I O I 30"RCP(E)Inv=2642.34' I o w° r" °n' co Idaho Power Easement O ' a d -I N 3 I 18'RCP(S)Inv=2642.89' I v E w Ln Inst. No. 7934760 °` I a 3p f o o y 1 12"PVC Inv=2644.59' �° 0 N' o L -o = a I o a o a- 0 z 9.27' ACHD Storm 35.98' 35.98':: 6 Irrigation Box �_ a a Irrigation Box Sewer Manhole Drain Easement 1S (n o .� U To 2646.70' a c U a ,n O Rim=2650.02' q o i 30"RCP WInv=2642.40' ° Top=2647.15' Irrigation Manhole Inst. No. 2022-063240 1 ( ) E z I Inv=2630.10' a_ o 30"RCP(W)Inv=2642.10' Rim=2650.33' i I N0. REVISIONS BY DATE Irrigation Manhole N� 30"RCP(E)Inv=2642.00' o 30"RCP(S)Inv=2642.10' 30"RCP(N)Inv=2642.13' I I ti N Unable to verify pipe Rim=2647.69' 12"PVC(N)Inv=2644.50' 00 C) c C-4 = i 11.57 i ' , " size (appx. 8") Notes: 36"RCP(E)Inv=2643.04' _+ �� _ -�-- -__�30 RCP(S) -- ---- �-�- -_ �- ` °% I 9955 W. EMERALD ST. Inv 2641 23 36"RCP(S)Inv=2643.04' - --�R I = _ - - _-- I - -- --_ - -- - u _ _ I DAHO 1. The underground utilities shown have been located from field survey information and --- r ---- -- -� uY I L' S: 0 TEST �x� Te - TEL T _ ��' �- a BOISE, IDAHO 83704 existing drawings. The surveyor makes no guarantee that the underground utilities _. ,..,. TEL ,;... , ;, - ;..:.,...,s.. U.,.. . .,. ..,-.. .....>. : . „o..:. •.,. . OO ::>.: ^:.: PLS shown comprise all such utilities in the area, either in service or abandoned. The '� PLS _� ' � - " � 'S89'46 00 W 597.70 � �' � � `�'" N PH. 208 $46-8570 SURVEY ( 13550 FAX (208) 884-5399 surveyor further does not warrant that the underground utilities shown are in the .7314_�- �_2650 - - Co exact location indicated, although he does certify that they are located as accurately Irrigation Manhole - --- J' I I W. Overland Rd. GROUP LLC VWVIN.IDAHOSURVEY.COM as possible from information available. The surveyor has not physically located the the Rim=2649.21'-'" �S.17 O -- - - - 5.17 S.16 - - - - - - - - - - - - - - - - - �� - - - - - - - - underground utilities. 18'(N)Inv=2643.23'-J sD SD SD 0 sD___ " sD SD SD_ - - _ 1/4 S.20, ss _ �s- S.20 S.21 18"(S)Inv=2640.24 2. Right-of-way, Lots and Blocks lines are proposed within the shown boundary of a 2650 ss future subdivision. o - - ss ss ss O Winco 2500 Cinema Dr. .,, � c TT' c E . 3. Vertical Datum. North AmericanVertical ""ert cal Datum of 1988, Contour Interval 1 1 . O :.�.:; ;...,.. .,; ,.. SV VAS VLT :..�. N89'46'00"E 2656.84' y ::. . 4. Gross Land Area = ±18.00 Acres Sewer Manhole Q .....Sewer Manhole Topographic Rim=2648.90' Benchmark Basis of Bearings Rim=2651.22' I Sewer Manhole .. s,. O o r a i CSurvey 18" Inv=2627.75' Chiseled X" Rim=2650.03' 18" Inv=2628.82' Elev(NAVD88)=2649.35' Sewer Manhole 10"(N)Inv=2629.52' 18" Inv=2628.28' `•:;::.: Situated in the SW1 /4 of the SE1 /4 of Section 17 Rim=2650.76' � 18" Inv=2628.64' .<tr:: T.3N., RA E., B.M., City of Meridian, Ado County, Idaho. These drawings, or any portion thereof, shall not be used on any project or extensions of this project except by Drawn: EJM Checked: LHK Job No. Sheet No. agreement in writing with Idaho Survey Group, LLC 192024 Date: 419 2024 24-086 1 O f 1 P:\Winco 2500 E. Cinema Dr. 24-086\dwg\24-086 TOPO.dwg 4/19/2024 11:25:04 AM Date: 4/ / / /