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HomeMy WebLinkAboutC0.10 Topographic Survey West BX i I I �►� �' RIM:2 4 .5 5 33 -� '��-- THE EMiR IE(SE)1 8 PVC:2540.74 I „ IE(SW)18 PVC.2540.71 - _ _ _ _ _ _ _ _ _ - I 210"A � LAND IE(NE)1 2 PVC:2537.95 I I FUTURE PPL I I SUMP.2540.28 IE(SE)24"PVC:2539.05' I IBX(DEBRIS) I I ' GROUP Topographic SurveyROUNDIBX RIM:2545.68 I I I I RIM:2542.10' \ \ �. IE(E)18"PVC:2540.89' I I I I I I I I I IBX IE( W)42CMP:2536.05' IRR �� IE(NW)1 I I I I I RIM:2546.18' IE(NW)18"PVC:2541.76' IE(S)12"CMP:2541.79' SUMP:2540.88' DAPHNE SQUARE SUBDIVISION I GRAVEL DRIVEWAY for IE NW 42CMP:2536.85 �� IBX IE(W)12"CMP:2541.08' IE(E)18"CMP:2541.69' 41.32' W„�n x- X - - IE(E)18 CMP:2541.99' C'25 ,// O RIM:2544.54 I I Lennar Homes VERT 3"PVC 2541.3435.10 IE(NW)14 PV IE(E)18"CMP:2540.36' IRR _ - __ _ _ _ - _ GiRR- _ _ IRR OPEN DITCH IE(E)18"CMP:2541.20' OPEN DITCH �� ' -2542- 2542 -- - - IRR - _=-2541 _ _ _ , W� - IRR. G oHP - _- - - - _- - - - -- _- - _ -- - - - - - - - - - - - JaE _ _ - W 2024 TELEPHONE SIGN �N _.. W - -- -- - - -- NW CDR - -- IBX W. McMILLAN ROAD W IBX - -- - - - W Fp. -' Wfp W E1� W W= SSMH -- -2543 - 2544 IE(N)12 UNKNOWN:2541.61 2546 _ __ SEC 34 _ RIM:2544.11' - -- S89°35'48"E 2654.01'-(2653.94') RIM:2546.28' .- -_ - IE(E)60"RCP:2540.89'Ivin RIM:2543.40' ' rp IRR - IE(S)48"RCP:2534.01' - - ---- --- - - 2371.48' __ --T-0P - 8= - - - - - IE(NW)48"CMP:2536.78' - _ IE(SW 12"PVC:2539.51' rrt - - -- - - -- T - 1 - >^__- - = - E -- 01 cIRR IRR T� TA ��� - TElP--- ---_-_ TOr_�r�-tea �� - - -_ �� _ IE(W)48 CP:2537 16' _ '�-- - - - _ - -- - -_ -- - ~- - =- -- Fes-- _ = � , - Legend. WER POLE - - - - - �(1�-... - TOE - 0 4 - - - - - - - - -- - - ( ) - IE SUMP:2 3.11 FUTURE POWER POLE SOP = - D1� - - - - - NEWIEOE 60 RCP 2536 89 ! _ _ IBX DEBRIS II O Tn� - - - -- -- - FUTURE POWER POLE �- -- TOE - FOUND BRASS CAP MONUMENT RIM.2546.99 I - -- - IE(E)60 RCP:2542.24 I III ) IRR I IE(W)60"RCP:2539.57' GRAVEL ROAD TOE �� FOUND ALUMINUM CAP MONUMENT _ IBX • FOUND 5/8 REBAR,AS SHOWN ( IE SUMP:2548.89 Y '- IBX _ _ I SMALL METAL CROSSING RIM:2548.51 �I' OO FOUND 1/2"REBAR,AS SHOWN ' RIM:2543.74' � I - � �\ OVER DITCH - ^- IE S 48 RCP:2537.24 - - IE(W)60"RCP:2540.91' '- - - - - - - - / EM�A S� IE N 48 RCP:2534.19 - -\\ 1- - - \. IE (E)48 RCP.2540.94 - - - I ( ) J / wV CALCULATED POINT, NOTHING FOUND OR SET MB I I I I I IE(SUMP:2533.19' 70'IDAHO POWER EASEMENT I \ r TF IE(E)48 RCP:2540.95 IE W 60"RCP:2541.31' (D WATER VALVE P I ' TEST PIT#6 RIM:2545.00' ( ) L-J WM.R INSTR. No. 103080346 I WATER METER �kI I / NGR:2543.68' IBX MrR W WATER MANHOLE �; I I NGR:2541.40 / I \\ \ RIM:2548.86' \ FROST FREE HYDRANT/SPIGOT q I IE(E)60"RCP:2541.34' IE(W)48 RCP:2541.25 PROPANE TANK 0 WELL TEST PIT#1 RIM:2543.32' ( � O BACK FLOW PREVENTER \ \ \ l IE(W)48 RCP:2541.18 Mw �� I I I I \ \� / CONCRETE DITCH (D MONITORING WELL IV V I \ \ \ \ PRESSURE IRRIGATION VALVE 11 SANITARY SEWER MANHOLE I � 0 HG M \� IRRIGATION HEAD GATE � I I CREASON LATERAL IRRIGATION EASEMENT � � ��,r, o I III I INSTR. No. 2021-180210 "' Q h� e� \ IRR IRRIGATION BOX PROPANE TANK IR IRRIGATION MANHOLE REFLECTOR I I III I) \\ \V �\ 1 / �� G I I II I IBX I \ \ \ L ' I \ � GAS SIGN IBX \ \\ POWER POLE I ABANDONED DITCH II 25� RIM:2545.45 (- II � I I � RIM:2544.25 \ \ � GUY WIRE IE(N)60"RCP:2537.92' I II IE(N)48 RCP:2537.57 I \ � \\\\ q; STREET LIGHT II I I IE(S)48 RCP:2537.60 / \ \ N IE(S)48"RCP-X2:2537.88' I � I 0 ELECTRIC BOX IE SUMP:2536.62' / IE SUMP:2536.90 C/, / \ \ - EMIR ELECTRIC METER ` IRR IRRI wv r I I UJ LEMP LATERAL IRRIGATION EASEMENT OPEN FIELD / I \ \\�\\ \ © ELECTRIC VAULT INSTR. No. 2022-004163 / I \ \ \ ELECTRICAL JUNCTION BOX COD W. QUINTALS SS REST S t W --- S SSMH / _ - ❑0 ELECTRICAL TRANSFORMER J RIM:2540.89' / \ \ \ \ \ IPCo TRANSMISSION POWER POLE cc - I I RIM:2543.59' n71' - I 2sgy IE 8"PVC SUMP:2526.65' / \\\\ 0 FIBER OPTIC RISER IE(E)12"PVC:2515.45' �s� I IRR IRR''' I _ - GRAVEL ROAD \ �\ \ CJ O TEST PIT IE(S)24"PVC:2513.61' - � I � , VERT 24"CPP:2539.64' \\ \\ MB MAIL BOX CL IE SUMP:2513.69' _ I I IBX \ \ � \ �\ \ SIGN IBX(DEBRIS) A o I, I RIM:2544.42' \� \ R1 1 RIM:2545.29' O - - \ \ \ ( ) RECORD INFORMATION CO IE(N-S)48 RCP:2537.76 \ \ \ \ IE(N)48"RCP-X2:2537.74' ��� I I IE SUMP:2536.79' / IE(S)60"RCP:2537.44' h M III I A\ �s \\\ DECIDUOUS TREE IE SUMP:2536.74' U T I \ ti I PIPE TOP:2542.78' i i G N I I cc TEST PIT#2 RIM:2543.22 CONIFEROUS TREE o / CONCRETE DITCHCA I' / - - BOUNDARY LINE NGR:2542.58' INTERIOR PARCEL LINE S GRAVEL ROAD ADJACENT PROPERTY LINE O RIM:2543.84' I I� I SSMHI �� / _- _ -_-__- -- _ SECTION LINE -, \ � �� _� EASEMENT LINE EG EDGE OF GRAVEL IBX EP EDGE OF PAVEMENT - - -- - \ R M:2544.49' I � � IE(W)60"RCP:2536.68' "' \� I IBX / A w -X-X-X-X-X- FENCE LINE IE(N)60"RCP:2536.69' 0 i IRR \ �I RIM:2544.92' \\ SS SANITARY SEWER LINE IE SUMP:2535.69' IRR IRR; IE(N W)48"RCP:2538.12' \ ; '6�V W WATER LINE - - IE SUMP:2537.12' \ \ GIRR GRAVITY IRRIGATION LINE O TOP TOP OF DITCH SSMH IBX J 'per TOE BOTTOM OF DITCH RIM:2543.38' 2542 I RIM:2544.91' / V `'O Tp OHP OVERHEAD POWER LINE B I; IE(E)48"RCP:2538.29' / A UGP UNDERGROUND POWER LINE IEEE tCZ C-0 �/ 1 IE(S)48"RCP:2538.31' � / /� � I TEST PIT#5 RIM:2546.63' T UNDERGROUND TELEPHONE LINE � _ CO I ._ I ?s vo ray���� r",I IE SUMP:2537.31 sr� ( / G G GAS LINE p I NGR:2544.71' CONCRETE AREA oI III BURIED 24"CMP � � � , � � / � � � / 2S4 IE(N)24"CMP:2538.12' �I �' �\ \ _ _ J 3 � 1V AV CURB AND GUTTER LZ GRAVEL ROAD _ - \ \ \ In LO EXISTING BUILDING � L- CD -2542_ _ v � � � � �2540� EXISTING GROUND CONTOUR � � �� I 2647 \� - 2541- - V A\ _ c�� Revisions 1� � '12540_ \ \ \ A� Referenced SurveyTable. 1. AGENCY COMMENTS- 10/24/25 CC IE 8"PVC:2539.61' o _ \ / I \ \ sQ� \ \\\ _ \ \\ R1. VOLTERRA HEIGHTS SUBDIVISION No. 4, BOOK 118 OF PLATS AT PAGE 18184, INSTRUMENT#2020-074329, IE(E)12"PVC:2535.87' \ I _ A \\\\\ � RECORDS OF ADA COUNTY. �� R2. VOLTERRA HEIGHTS SUBDIVISION No. 5, BOOK 118 OF PLATS AT PAGE 18243, INSTRUMENT#2020-086734, IRR IE(W)12"CMP:2537.86' �o- , I \ vim° RECORDS OF ADA COUNTY. \ �\\\\ R3. DAPHNE SQUARE SUBDIVISION, BOOK 123 OF PLATS AT PAGE 19516, INSTRUMENT#2022-043589, RECORDS OF \ \ \\ IE(S)12 PVC.2536.10 q ,I �i� i � � � A ADA COUNTY. (\ R4. QUARTET NORTHEAST SUBDIVISION No. 1, BOOK 123 OF PLATS AT PAGE 19530, INSTRUMENT#2022-045288, IE(E)12"PVC:2537.46' " � // ABANDONED DITCH RECORDS OF ADA COUNTY. IBX R5. QUARTET NORTHEAST SUBDIVISION No. 2, BOOK 127 OF PLATS AT PAGE 20589, INSTRUMENT#2024 003092, a xl / RECORDS OF ADA COUNTY. RIM:2541.75 / BROKEN PART OF CONCRETE DITCH I III IE(N)8'PVC:2539.62' I " II III � I I IBX IE(W)12"PVC:2536.01' ©� IV I SUMP:2535.28 o TEST PIT#3 RIM:2541.84' RIM:2547.75' IBX IE(W)48"RCP:2540.90' RIM:2548.04' �� Keynotes: �I �0 _ _ - - IE W-SE 48"RCP:2541.30' II � I ' IE(E)48"RCP:2541.10' ( ) N � L NGR.2539.29 -- __ IE MP 2 0 30' \II 1 UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED UPON I 1/16 I - GRAVEL ROAD SU 539.95 IE - -_ L� J ABOVE GROUND EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE SUMP�254 �& - i((E-- _ rH2O BO SEC 33 2542- - --_ - - - - - - - - - -- - - ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. 34 - GRAVEL ROAD -- - - - - -- -- - --- - - - -_ - - - - - - - ��ZpNAL IRR GIR1 - - -- ` IRR - --- _ _ _ _ -GRAVEL ROAD"' 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON RECORDS AVAILABLE TO THE SURVEYOR AT THE TIME OF SURVEY ---- - - -- - L`' rX - �_-_Z- AND FOUND MONUMENTS ON THE GROUND. EASEMENTS, ENCROACHMENTS AND OTHER ENCUMBRANCES WHICH MAY BE X �� IBX X N8�6'10"W 2647.62'(2647.62') - W IR APPARENT BY CONDUCTING A FULL TITLE SEARCH,ARE NOT NECESSARILY DEPICTED ON THIS SURVEY. 568 o I IBX \ CO I I IBX I I I I �; RIM:2547.08 \ 10/24/2025 RIM:2545.83' RIM:2546.46' I I I I , I I I I IBX 3. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANE COORDINATES SYSTEM (NAD 83).WEST S/ - E IE W 48"RCP:2539.61' IE(W E)48 RCP:2540.33 I I I I RIM:2547.80' I � = IE(N)48"RCP:2539.03' ( ) „ I I I IE SUMP:2539.33' \ � „ ZONE, AS DETERMINED BY GLOBAL POSITIONING SYSTEMS METHODS.ANY DISTANCES SHOWN ARE HORIZONTAL GROUND ✓qTE OF SOP IE(E)48 RCP:2539.81 _ _ IE(W-E)48 RCP:2541.25 _ DI TAN E IN RVEY FEET. `9 G1 I I IE(E)48 RCP.2539.13 QUARTET NORTHEAST SUBDIVISION No. 1 I - - \ I S C S U S SU W. 3 I I IE SUMP:2537.98' IE SUMP:2538.88 I I I I \ I I IE SUMP:2540.30 I i I I I I i I I �' I UGP PIPE I 4. THE TOTAL AREA FOR ALL PARCELS IS 78.32 ACRES. \ I Project No.: 123200 Date of Issuance: 09.02.2025 CD d � r I Project Milestone: PERMIT I A I I\II z o Topographic Survey CI � I I West _0 0 80' 160' Topographic Survey West Horizontal Scale: 1" = 80' cool 0