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HomeMy WebLinkAboutC0.10_Existing Conditions West \ IE(E)18"PVC:2540.89' I I I I I I I I I I IBX I \ I IE(NW)18"PVC:2540.92' I I I I I I I I I I- RIM:2546.18' IRR I I IEOS12 CMP:2541.79' BLACK CAT ESTATES No. 1 SUBDIVISION I� SUMP:2540.88 IE(NW)18"PVC:2541.76' X i DAPHNE SQUARE SUBDIVISION I i I X GRAVEL DRIVEWAY - � IBX IE(W)12"CMP:2541.08' IE(E)18"CMP:2541.69' G�RR - X IE(E)18"CMP:2541.99' �� I I�I � -- _ - � � - O RIM:2544.54' - IE(NW)24 PVC:2541.32 -- - -- -- I I IE(E)18"CMP:2540.36' - _ IRR - _ GIRR - , - - G1Rf� - OPEN DITCH IE(E)18 CMP:2541.20 i OPEN DITCH i TOg- TOf�2542 TOP - -- TOP - - -- - - -- TQP - TIIP - _ - -- - -- - w f� IRR�. - - - IRR-' _.. -- -- - - - -- _ - - - - - -- - - 2542 - - - - - - - IRR `_ -: � - - - - TOE - - -� - -T9�- _ _ T E _ OE _ TOE R - _ - - �- lu pH - - - - - - - - TELEPHONE SIGN -- -- - E -- - - - - - - -- - _ - -- NW COR - - - W - - -- -- ��,__ - - W W W. McMILLAN ROAD W - IBX - -- EP- VV - W EP EP IA, EP -� --- - P W rt�W EP-wv EP 2543- -- IBX W W 1 ' SSMH SEC 34 - ' - -2544 - - IE -- -- - -2546 -- _ RIM:2546.28 - (N)12 UNKNOWN:2541.61 - -- - RIM:2543.40' . S RIM:2544.11' -S89°35'48"E 2654.01'0 - - - - IE(E)60"RCP:2540.89' (265 - -- FP FP EP FP - GB GB -- - - - - I - - IE(S)48"RCP:2534.01 -- _ �- - - -_ - - - - rN6 - - - P - - IRR IRR _ IE(SW)12"PVC:2539.51' -- -- -- 2371.48 _- - - - - _TO - - -- _- -- - - IE(NW)48"CMP:2536.78' G - - IE W 48" CP:2537.16' - ---_ - - - - -- -- - - - - - - - - - - - - - - gT -TEE f0 _ TQP TOE- Q -SOP - IRR - t - ( ) - TOP - -- -- -fl1fP (( 9P- - - -T0� - - T9�=_ - TOP- - -�__r _ == = - _ - _ _-- - - IRR IESUMP:2 3.11' = =_ -_ - _ _ - _ _ - - _ _ -_ -- - - - - - - - - - - -___- _- -___- -_ - T$� _ - - Q __ =TQP _ -- 1 - - - - - - - _ - - - - _- - - - - - -- 7 - - - OHP - -- - - -- - -- -- 1 � NEW POWER POLE - - -- Ur - - - - - - I I - - -_-- -- - - -- - �01� TOP Top �O� T(�P �BP--_ �- -- - - P IBX(DEBRIS) I - --- - IE(E)60"RCP:2536.89' I = FUTURE POWER POLE ` _ __ RIM:2546.99 I TOE - - TOE- -- --- --+uE T -- -- TO TOE FUTURE POWER POLE IE(E)60"RCP:2542.24' I II � I IRR I �� � - � -- - --TQE -- -T{TE-- --TOE- -T(i� - -T IE(S)60"RCP:2538.99' I I III I IE(W)60 RCP:2539.57 GRAVEL ROAD I IBX / ,�`, IE SUMP:2541.89' - 1- IBX I SMALL METAL CROSSING RIM:2548.51' To / - - - - - = - - - - - - - - - - - - - - / /,0,# I RIM.2543.74 - - - - - - - - - - - - OVER DITCH IE(W)60 RCP.2540.91 II I I I IE(N)48"RCP:2534.19 - - - - - - - - - - - - - - -!- -- - - --�-- - ��- - - - - - - - - - - - - - - - - - - IE(E)48"RCP:2540.95' - - - -- - - -- - - - - - EMTR IE S 48'RCP:2537.24 \ O RCP:2540.94' IE SUMP:2533.19' I \\ MB "' I I I I 70'IDAHO POWER EASEMENT / A� rP IE W 60"RCP.2541.31 Topographic \\ \\ TEST PIT#6 RIM:2545.00' ( L J I �I II II � I 1P � INSTR. No. 103080346 / \\ � \ ; , �; I II I I \ NGR:2543.68' IBX EMIR for LOS II I I NGR:2541.40' I RIM:2548.86' IE E 60"RCP:2541.34' O IE(W)48"RCP:2541.25' Lennar Homes IE(W)48"RCP:2541.18' PROPANE TANK TEST PIT#1 RIM:2543.32' 2024 I I \ vv v CONCRETE DITCH _ I� I III \ \\ \\ I � \ U Cl)\ I �`\`\ \` II � Legend: CREASON LATERAL IRRIGATION EASEMENT �,VS, _ INSTR. No. 2021-180210 / `��A��� moo°` � FOUND BRASS CAP MONUMENT FOUND ALUMINUM CAP MONUMENT REFLECTOR Ili I I PROPANE TANK o I \ A\ \� VV PROP V � FOUND 5/8"REBAR,AS SHOWN \ I �I I � I \ \ O FOUND 1/2"REBAR,AS SHOWN I I I ` A �AA I �. IBX = I III I IBX o I II I I RIM:2544.25' \ \ EL \ CALCULATED POINT, NOTHING FOUND OR SET \ \\ \ � ABANDONED DITCH wv RIM.2545.45 I I R \ \ \ 2` O WATER VALVE IE(N)60 RCP:2537.92' I I ` IE(N)48 RCP:2537.57 I \\ \\ \\\ WM.R WATER METER IE S 48 RCP.2537.60 \ \ \ _ IE(S)48"RCP-X2:2537.88' I III I I i I IE(SUMP:2536.62' / \ \ \\ �\ 0 WATER MANHOLE IE SUMP:2536.90' / \ FROST FREE HYDRANT/SPIGOT CIO J_ - � WELL BFP l \ \ O BACK FLOW PREVENTER IRR IRR \ I \ OPEN FIELD / I Q\ \ \\ Mw LEMP LATERAL IRRIGATION EASEMENT I \ O MONITORING WELL wV I I INSTR. No. 2022-004163 / IV - O PRESSURE IRRIGATION VALVE QUINTALE STREET �I � - - SSMH \ // \ - - - \\\_ \\ L SANITARY SEWER MANHOLE or, S >�� RIM:2540.89' s \ A V O IRRIGATION HEAD GATE HG IE 8"PVC SUMP:2526.65' �,,\ \ SSMH - I / V � �V A IRR IRRIGATION BOX - - - RIM:2543.59' ��- , `-= I �J I 2Sgy � - - - -- -- � � / ""»"���� \ \ \\ IR IRRIGATION MANHOLE IE(E)12"PVC:2515.45' - � _� � I I\� I � � GRAVEL ROAD G IE(S)24"PVC:2513.61' \`s�� I IRR IRR' I - I V `�"� \ GAS SIGN VERT 24"CPP:2539.64' POWER POLE IE SUMP:2513.69' - I I '� I� \ \� \\�� \\ II IBX \\ `` \ \ GUY WIRE RIM:2544.42' \ \ \ -Q- STREET LIGHT IBX(DEBRIS) II � \ I I " ' \ \\ E RIM:2545.29 I i IE(N S)48 RCP:2537.76 I � � � -, \ \ ❑ ELECTRIC BOX I IE SUMP:2536.79' / , \ \ EMIR IE(N)48 RCP-X2:2537.74 I I � .o,, 0 ELECTRIC METER - � IE(S)60"RCP:2537.44' q I o `•S's \ © ELECTRIC VAULT IE SUMP:2536.74' coil i I I F-�- I I A L�` O - CL ELECTRICAL JUNCTION BOX r o I I / i ❑0 ELECTRICAL TRANSFORMER I A v` w III co \ IPCo TRANSMISSION POWER POLE U c I PIPE TOP:2542.78' , ' V ` _ ❑F FIBER OPTIC RISER oc� o� \ TEST PIT#2 RIM:2543.22 \\�A rP V Iz I I \ I TP // // /\ CONCRETE DITCH \, \\\ O TEST PIT 0 MAIL BOX I SIGN NGR:2542.58' (R1) RECORD INFORMATION GRAVEL ROAD \ / DECIDUOUS TREE SSMH I C I I' I I I RIM:2543.84' I I I I I �� / L� I / I li I IBX I I I �� I 5�� CONIFEROUS TREE RIM:2544.49' \ / � � � \ r I I �'� r' I � �� \�V� - - BOUNDARY LINE IE(W)60"RCP:2536.68' a I I \ IBX w I �\VA\ - - INTERIOR PARCEL LINE IE(N)60"RCP:2536.69' \ IE SUMP:2535.69' IRR RIM:2544.92' - - - - - - - - © I I IE(N-W)48"RCP:2538.12' \ I - - - ADJACENT PROPERTY LINE ��`�A SECTION LINE IRR IRR IE SUMP:2537.12' V �V A -- - -- -- -- -- - EASEMENT LINE _ � y \ EG EDGE OF GRAVEL c / I EP EDGE OF PAVEMENT \\ I \ \\ - - - - - - II I I \ I \ \ X X X X X FENCE LINE o I - I �D \\ SS SANITARY SEWER LINE SSMH T IBX / W WATER LINE RIM:2543.38' - �� � '� RIM:2544.91' / I � ��, A Ate, 254 l; IE(E)48"RCP:2538.29' / I ©� TP TIRR GRAVITY OP TOP OF DITCH IRRIGATION LINE MB C/D � � _ l IE(S)48"RCP:2538.31' '�� I ? I IE SUMP:2537.31' � / /� � � I TEST PIT#5 RIM:2546.63' TOE - BOTTOM OF DITCH OHP OVERHEAD POWER LINE \ 1 NGR.2544.71' UGP UNDERGROUND POWER LINE of BURIED 24"CMP T UNDERGROUND TELEPHONE LINE • IE N 24 CMP:2538.12 G G GAS LINE O \ GRAVEL ROAD A V A \ CONCRETE AREA �\\ CURB AND GUTTER N � - - - - \ - - - -2542_ _ \ � � \ \ EXISTING BUILDING cn \\ ,I I III I I j I �' \\ \\V A\\ �2540 EXISTING GROUND CONTOUR 2 _ s i ' 14 ICI - 2540- Referenced Survey Table: CA N I / \ ,\\ R1. VOLTERRA HEIGHTS SUBDIVISION No. 4, BOOK 118 OF PLATS AT PAGE 18184, INSTRUMENT#2020-074329, IE 8"PVC:2539.61' o I _ _ I I A \\\ RECORDS OF ADA COUNTY. c \\\ -0 IE(E)12"PVC:2535.87' ILL; - _ I \\\ \\\ R2. VOLTERRA HEIGHTS SUBDIVISION No. 5, BOOK 118 OF PLATS AT PAGE 18243, INSTRUMENT#2020-086734, N c - h \ RECORDS OF ADA COUNTY. m `� co R3. DAPHNE SQUARE SUBDIVISION, BOOK 123 OF PLATS AT PAGE 19516, INSTRUMENT#2022-043589, RECORDS OF cc °O ( ) IE(W)12"CMP:2537.86' �� / I V ACl IE W 12 PVC:2535.27 \\\ (\\ ADA COUNTY. � - / \\ \\) (\\ R4. QUARTET NORTHEAST SUBDIVISION No. 1, BOOK 123 OF PLATS AT PAGE 19530, INSTRUMENT#2022-045288, RECORDS OF ADA COUNTY. IRR � I I I I �� A �� IE(S)12"PVC:2536.10' A V A\\ Cc 2 I \ R5. QUARTET NORTHEAST SUBDIVISION No. 2, BOOK 127 OF PLATS AT PAGE 20589, INSTRUMENT#2024-003092, r m J �� � ,� I (� RECORDS OF ADA COUNTY. � � IE(E)12 PVC:2537.46 I I I ABANDONED DITCH \\) \\\ IBX I I / / ',il \\I Revisions 1� RIM:2541.75' I � /I IS Keynotes: 1 IE N 8 PVC:2539.62 , O „ w h I I BROKEN PART OF CONCRETE DITCH III 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED UPON I 11 I IE W 12 PVC:2536.01 0 I I SUMP:2535.28' I I I IBX II III ABOVE GROUND EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE V a \ TEST PIT#3 RIM:2541.84' RIM:2547.75' IBX II ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. P IE(W)48"RCP:2540.90' RIM:2548.04' ICD IEE4 R P.241.1 IE W SE 48 RCP:2541.30 8 C 5 0 2. BOUNDARY INFORMATION H WN HERE N I BASED N RECORDS AVAILABLE T THE SURVEYOR THE TIME F SURVEY IDS/o - - I OUSHOWN 0 S S 0 CO S 0 SU 0 0 i o W, I ITI - __ __- ___ --- - /' IE SUMP:2539.95' IE SUMP:2540.30' I I AND FOUND MONUMENTS ON THE GROUND. EASEMENTS, ENCROACHMENTS AND OTHER ENCUMBRANCES WHICH MAY BE \'� NGR.2539.29 _ I N1/16 I ' \ �' II APPARENT BY CONDUCTING A FULL TITLE SEARCH,ARE NOT NECESSARILY DEPICTED ON THIS SURVEY. GRAVEL ROAD � l SEC 33&34 2542 - - - -- - - - - �€--�� - - -- - T�� - - 3. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANE COORDINATES SYSTEM (NAD 83).WEST I - - - - - -- - �� - E -- - - - - - - - - - - - - - - - - -- L POSITIONING SYSTEMS METHODS ANY DISTANCES SHOWN ARE HORIZONTAL GROUND GRAVEL ROAD -- -- -- - - - - - - - - - - - - - - . - - - - - - - -- - -- -- - -- -- -- - DOE TOE - TO€ TflE �� � � IRR - - GRAV ROAD DISTANCES IN U.S. SURVEY FEET. -- Inn - - -- _ - --- - - - -- - - - - ,IRR, - - - - - �IRfi _ �lRf� ���. I� - ;IRR - IRR„ X�� TOE- _TO€ -- TOE -- TOE --= TOE -- -TOE-- - TOE' TOE- -- RTOE _ TQE T ERR -fiOf 4. THE TOTAL AREA FOR ALL PARCELS IS 78.32 ACRES. IRR �--�C -X �f-Q �j( • -q - - -��� = - • • �B _ W I N89°26'10"W 2647.62' (2647.62' IBX I IBX I I I I - IBX I I I I RIM:2547.08 � I o I I RIM:2546.46' I I RIM.2545.83 I IE(W-E)48"RCP:2540.33' IBX �I - IE(W)48"RCP:2539.61' r ; E IE(N)48"RCP:2539.03' IE E 48"RCP:2539.81' IE SUMP:2539.33' rzj RIM:2547.80' IE W-E 48 RCP.2541.25 ANAL ,I IE(E)48 RCP:2539.13 O I I I I ( ) IE SUMP:2538.88' - - - - I I I i 51 �'fV I i IE SUMP:2537.98' - QUARTET NORTHEAST SUBDIVISION No. 1 I I IE SUMP:2540.30 I I ' O 568 I � I I � � I � 04/15/2025 � U � q P - � - _ E � I I � � , , J.9 OF y �ESW.G Existing Conditions - West 3200 0 120' Project IssNo.uance: 122025 Date of Issuance: 4.15.2025 Project Milestone: Permit Set Horizontal Scale: 1" = 60' Existing Conditions 3 West