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PZ - Legal description TOPO W CHERRY LANE Topographic THE S. 2 S. 1 (BASIS OF BEARING) Survey _- - _ _ - _ - - - - N89 3419 W 2652.90 S. 11 S. 12 - - - - - - - - - - - - - - - - - - - � \� NORTH QUARTER for • LAND EL:25 GROUP EL:2590.16' o CORNER � � � SECTION CORNER `� SECTION 1 Meridian MiddleSchool P&F#2015-011237 SECTIONS 1, 2, 11, &1 2 - T#2 RAW.20-11 B.M. N89034'19"W 1262.45' I Situate in the Northeast Quarter of the CP&F#2020-114601 - - - - - - - - - - - - - - � - - - •' - - - - - �. 10'QWEST I Northwest Quarter of Section 12 EASEMENT(R3) SDMH I �\ EI(S)128PVC 2586.61' I Township 3 North, Range 1 West, Boise Meridian �Q SUMP:2583.25' _ _ Ada County, Idaho 2021 I I Vicinity Map: I I -259 / - 64' r '• � it �' f i LU a x 2591 �� W I ., •p �, x -- •. 19 CL 3 �, w / / W ASPHALT '�� PARKING x \ LOTLU ;. = SITE SDMH -F--+• - , 4 C s - niw A s.4r- i3 xi I RIM:2591.83' - - • LOU- � IE(N)12"PVC:2589.05' cP , SUMP:2586.49 '� GRT:2591.83 •,., ' i'r�=�� `�-"- I ' 2S TBM-2 - IE W 12"PVC:2589.18' IL IL '� SSMH 9y SSMH 2S 2 ( ) CB w a EL:2591.15' g IE(E)12"PVC:2589.18' C s N GRT:2589.01' I RIM.2591.22 RIM.2592.93 SUMP:2586.50' x IE(E)12"RCP:2586.40' IE(W)12"RCP:2584.47' GRT.2591.42 SUMP:2584.69 IE(S)12"RCP:2586.50' IE(E)12"RCP:2584.37' IE(E)12"PVC:2589.26' I CB SSMH _ fF:2591_.91' IE(S)8"PVC:2584.53' p GRT:2591.51' R M 2590.68' ° - - IE(W)12"PVC:258 .39' Legend: �' �■■� -X-X' X X X X-X- • - •! i ,. IE(S)12"PVC:258 .73' CD Ca v' IE(NW)6"PVC:2587.78' ••! • 25g1- - IE(SE)6"PVC:2587.88' © •• Y 2592- FOUND BRASS CAP MONUMENT IE(SW)4"PVC:2587.88' • •s • ASPHALTS ° - FF:2591.84' - - ! • FOUND 5/8"MONUMENT S o •.�• 5� z ® TEMPORARY BENCHMARK ;Z 592 / SS R FF:2591.82 D • EP �. ' �°� ASPHALT S S E o ! . !,• Mw Mw SDMH - .r . SS RD - SJ � ! s RDB RD i o �® 2593- i GRASS ® WATER VALVE IWV r , �-SD�,-OD D RIM:2589.73' O ! SS I S FIRE HYDRANT CA ` ' S \ SSMH ° • IE(N)12"PVC:2586.4T �� "' y 259 S O o IE(S)12"PVC:2586.47' ?5� ! ! B B ! s 2 - S S RIM:2591.94' Y FIRE DEPARTMENT CONNECTION ■ CIO - ' a FF.2592.71 _ GRASS U, / �2Sg4 �, SS IE(E)12"RCP:2583.44' OD STORM DRAIN MANHOLE ■� SDMH SUMP:2583.98' ! B DL - c?/ GRASS � i S - IE(W)12"RCP:2583.34' BOL ® RECTANGULAR INLET RIM:2589.79 / RO - FF:2592.71 � ! 5� � �, • •. I _ \�--- 1 h - RECTANGULAR ! O `t' IE(W)12"PVC:2586.33' O / ! / �� ° I N '� � � • ® ROUND INLET D SUMP:2583.99' ��o,`L� •:'' FF:2592.78' ; / C"iR ! • \ . I AD !' � �� o '3 _ RD/ �� FF:2592.72' ! •� . / I ® AREA DRAIN RD I O ROOF DRAIN Cc Cc FF:2591.48' � 1 FF:2592.69' FF:2592.70' • ! / FF:2594.81' I ' � .f� � cv • • , cJ DL •R0' •• • • • ! I S SANITARY SEWER MANHOLE ■ T cl> I • I � ! {" • I •: O CLEAN OUT U j � O r0 B I C/j •'!• R ! • IV 00 ' M FF:2594.79 IRRIGATION VALVE I •• B RD a/ cw 4 ! ° pop p • • • • /s •• � PRESSURE IRRIGA ■ •• ;. / I !.• ! • ! }• FF:259 .81' FF:2594.81' I = IRR IRRIGATION BOX ASPHALT CB � FF:2592.6T \ CO C\, - Dv ! ;! BOL ROL SUMP:2584.26' I �� FF:2592.66' FF:2592.66 !• ••!• . %! l�N. I ,Qi ° � •! ! ® GAS VALVE Z . ! • I O O R N ' CB d •'' N \ ! CB STREET LIGHT O D I \ FF:2592.70' c' D ' '' �! ; :! ' �+ I I U) N GRT:2591.52' Un °� . ' ' '; • ' D GRT:2591.15 I 01 0 ELECTRIC BOX T ! •, . / IE(S)12 PVC:2588.97 / ! •!, ! .Q ® !• f! 1 IE(S)12 PVC.2589.35 I - I © ELECTRIC VAULT •• l cn / 92 RD !; ,! r !, •!• n� urnD ~o ❑0 ELECTRICAL TRANSFORMER Revisions 1� SSMH . • 'B ° I RIM !, 1 d // J `' AO AIR CONDITIONING UNIT 1 - � C o .. I •• YROL rn IE E 8 PVC:2590.74 GRT:2591.96 I o h 0 ! c� / S �s R FF:2594.74 / C W � O BOLLARD !° / O ,..l. d. • IE(W)8"PVC:2591.01' / I I I Q W co SD��SD SD � IE(W)12"PVC:2590.40' •! !•' D `" r� • • ' / ,' ° CB ¢ c� _ ° DECIDUOUS TREE �! I �� / •�•. • •I GRT:2591.60' •,!.'I I 1 M I N ti� •• "1• • "' !. -2593� �!•\ ¢ I ®- IE(E)8"PVC:2590.00' 1507 NW 8TH ST I I •! :�Cf) Q zI I IM ! o / •! :� !� l O/ -2593- / WEST ADA SCHOOL DISTRICT I I I cn - - - OVERALL PARCEL BOUNDARY LINE • �•• R APN: S1212212415 / ! •• ! I ! SECTION LINE W W GRASS ' I - -- -- -- - -- -- �:• s -�� , , • I ! ! I EASEMENT LINE W FF:2593.34' \. 9y :• I •! •� I EP EP EDGE OF PAVEMENT I' � RD !• � 1 _ -X-X-X-X-X- FENCE LINE �y ®x ,•• !4'1 s I .•I : !, II? SS SS SANITARY SEWER LINE ol, !. •.r •• !Y, rn• •a 0 •,! .n I SD SD STORM DRAIN LINE x I •I •s . •!., � FF:2594.84 IN!• S ! I W W WATERLINE ti 0 I I l•s• o .D CONCRETE AREA • \! p l x /• !•• ;• • • SSMH I CURB AND GUTTER !•, s RIM:2592.43' SDMH s, I s, '� •• I s IE(N)8"PVC:2586.25' ` _ EXISTING BUILDING NL LAN / RIM:2592.81' V / '� IE(S)8"PVC:2586.15' -2592 EXISTING GROUND CONTOUR IE(N)12"RCP:2588.48' / • =• �••! , •,.�`� .! Y IE(W)8"PVC:2586.15' O IE(S)12"PVC:2588.62' I/ / S J ° !. I a ' 880 Z !•, IVIV � � R Keynotes. � 4-19-202P�� • i © CB ■ 9 TE OF \O GRT.2592.57 ,�. ! IE(S)12"PVC:2591.13' CB 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED UPON R.WA ASPHALT • • '! , Z N GRT:2594.06' �� CENTER QUARTER ABOVE GROUND EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE s IV•' �� " SD -® IE(W)12"PVC:2590.53' CORNER ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. j •' ' .;• ! IE(E)4"PVC:2590.87' _ T SECTION 12 Project No.: 121036 R E o �' ,! O • •• �� o o M CP&F#2020-010941 Date of Issuance: 04/15/2021 oWV C/3 Project Milestone: •• FF:2594.84' -� CS m z - FF:2594.88' Topographic Surve 40 80Y1 o f 1 Horizontal Scale: 1" = 40'