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HomeMy WebLinkAboutC0.11 Topographic Survey East I THE BLACK CAT ESTATES No. 1 SUBDIVISION L AN D N. JOY STREET i ■ SSW w �, Topographic - - GROUP urvey IE(W)18"CPP:2543.52' I ; IE(E)18"CMP:2545.66' IE(S)15 CPP:2544.31 W GRAVEL DRIVWAY � UNPLATTED for R T W W EP _ EP -- - -- -- � - FPW. McMILLAN ROAD n - - - - - --- _ - -- -- - _ - - -- °° E�W W - - - - - � .,� - W W W - IE(S)12"CMP:2543.38' -- - - - -2546 - _ IE(N)15"CPP:2544.91' Lennar Homes FP MB_ MB - - - S89035'48"E 2654.01'.(2653.94') -- - _ - 2549 - - - - _-- - - Of - -- - - --- - - - _ - - - - 282.53'T� = s -_ -- - - - - - 2371.48 - - - - - - =-i =TOE TOE - E - _- -- _- _ _ - TOE -_ - ZOZ'F - ---- _ T -- - T01� T - -SOP �n� -T -- IE(W)48"RCP:2543.28' _- P -- - - - -- OHP IE(E)48"RCP:2543.22' - - - - -- - - - - - - - - - Q �_ T73E 'rr - - - - - - TEST PIT#7RIM :2547.41' - - _ I P OHP ' - T � FUTURE POWER POLE - - - - - - - - - - - - - - - - - - - FUTURE POWER POLE - - - - �� - - -TQP € I FUTURE POWER POLE � _-- IE(S)24"RCP:2546.18' - - - - -- -- -- - -- - -- - - �1R= _-- NGR:2545.58' _--- FUTURE POWER POLE IE(N)12"CMP:2543.69' VERT 4"PVC:2549.08' FUTURE POWER POLE --------- Legend: IE(S)12"PVC:2547.17' GRAVEL 1 - -- - -- i EMTR - - ( DRIVEWAY ,25��' N 00 _ __ - - - - - - - - - - - - -- - - - - - - - - ( ) O l� o G ivG - G G FOUND BRASS CAP MONUMENT - - - -- - - - - - - - - - - - - - - . - - - - - - - _ _ _ _ IE N-S 12 PVC:2547.36 141.31' \ 4,�� w VERT 4"PVC:2549.02' - - N X-�X X X X X X= FOUND ALUMINUM CAP MONUMENT L J `1' I a, o • FOUND 5/8"REBAR,AS SHOWN MTR Q ;L�'�� g O OO FOUND 1/2"REBAR,AS SHOWN 6 IE(N-S)12"PVC:2547.46' \ CALCULATED POINT, NOTHING FOUND OR SET SILO wV a / r w �' O WATER VALVE o \ WATER METERW EMTR Q O 9=1 0n WATER MANHOL E IE(W)12"PVC:2548.24' FROST FREE HYDRA NT/SPIGOTF IE(N-S)12"PVC:2547.43' IE(E-W)12"PVC:2547.82' z 0 WELL BFP O BACK FLOW PREVENTER _ zMwO MONITORING WELL S89°35'48"E 280.77'' IV O PRESSURE IRRIGATION VALVE IE(N-E)12"PVC:2547.30' IE(E-W)12"PVC:2548.04 I OS SANITARY SEWER MANHOLE IE(W)12"PVC:2547.92' / I C/) HG \ 45 / IE(E-W)12"PVC:2547.44' I ~ O IRRIGATION HEAD GATE 25 \' TEST PIT#8 RIM:2548.60' TP u, IRR IRRIGATION BOX IE(E-W)12"PVC:2547.62' -_ - - IR IRRIGATION MANHOLE NGR:2547.92' / _ � LU GAS SIGN _J = POWER POLE \ VERT PIPE CAPPED o GUY WIRE STREET LIGHT CM 0 ELECTRIC BOX - EMTR ELECTRIC METER © ELECTRIC VAULT UJ I B � ELECTRICAL JUNCTION BOX CA IBX RIM:2551.15' I I 0 ELECTRICAL TRANSFORMER cc \ IE(N)24"RCP:2546.70' ( wW ---.0- IPCo TRANSMISSION POWER POLE \ 0 FIBER OPTIC RISER IE(S)24"RCP:2546.75' = C MW J SSMH IE SUMP:2545.52' \ X O TEST PIT RIM:2547.28' 1 2 IRR _ _ ---_ _ r MB MAIL BOX IE SUMP:2538.36 W - - W W W- - SIGN W. VISO STREET (R1) RECORD INFORMATION 1 s SS S -.-. - SS - SS SS - S IR II IN IRR LID MH E ° DECIDUOUS TREE O \ SSMH VERT 24"PVC:2548.36' SSMH RIM:2549.74' O IBX RIM:2549.61' IE SUMP:2536.19' _ TEST PIT#9 RIM:2549.54' TP RIM:2551.23' IE SUMP:2537.53' cc IE(N)24"RCP:2546.83' CONIFEROUS TREE i y IE(S)24"RCP:2546.88' � M I - _ _ IE SUMP:2545.68' ; I BOUNDARY LINE I OPEN FIELD NGR:2547.80' o� ,- Cn - - INTERIOR PARCEL LINE �; 3� ADJACENT PROPERTY LINE - I / T SECTION LINE il _- - -_-__- -- _ O / o , EASEMENT LINE Q I � / I EG EDGE OF GRAVEL y EP EDGE OF PAVEMENT -X-X-X-X-X- FENCE LINE i SS SANITARY SEWER LINE TP ` W WATER LINE CA / I GIRR GRAVITY IRRIGATION LINE O TOP TOP OF DITCH a N TOE BOTTOM OF DITCH OHP OVERHEAD POWER LINE / z UGP UNDERGROUND POWER LINE - - -z- - - cc IBX CO2 T UNDERGROUND TELEPHONE LINE � CO / > G G GAS LINE p / RIM:2551.57 m , CONCRETE AREA IE(N)24 RCP:2547.15 � i IE(S)24"RCP:2547.14' NRR _ _�_ _ _ CURB AND GUTTER d IE SUMP:2546.02 EXISTING BUILDING CD--2540-- EXISTING GROUND CONTOURLLJ >- _ _ Revisions 1Q o Referenced Survey Table. 1. AGENCY COMMENTS 10/24/25 \\ \\\ I I R1. VOLTERRA HEIGHTS SUBDIVISION No. 4, BOOK 118 OF PLATS AT PAGE 18184, INSTRUMENT#2020-074329, RECORDS OF ADA COUNTY. "H 1 R2. VOLTERRA HEIGHTS SUBDIVISION No. 5, BOOK 118 OF PLATS AT PAGE 18243, INSTRUMENT#2020-086734, 1 RECORDS OF ADA COUNTY. II III I R3. DAPHNE SQUARE SUBDIVISION, BOOK 123 OF PLATS AT PAGE 19516, INSTRUMENT#2022-043589, RECORDS OF III III ADA COUNTY. R4. QUARTET NORTHEAST SUBDIVISION No. 1, BOOK 123 OF PLATS AT PAGE 19530, INSTRUMENT#2022-045288, IC° TEST PIT#4 RIM:2546.20' RECORDS OF ADA COUNTY. I R5. QUARTET NORTHEAST SUBDIVISION No. 2 BOOK 127 OF PLATS AT PAGE 20589 INSTRUMENT#2024-003092 II II II ZNGR:2545.20' cc ROUND IBX RECORDS OF ADA COUNTY. I � RIM:2552.29TEST PIT#10 RIM.2549.60 OP VERT 2"PVC:2549.51' IBX IE(W)24"RCP:2548.54' T _- - IE(NW)48 RCP:2541.52' NGR:2548.33' TP X IE(E)24"RCP:2544.24' ■ 3RAVEL ROAD' \ VERT 2"PVC:2547.05' RIM:2551.90' IE SUMP:2543.79' Keynotes' IRR -� To -T(}i - - - - - - - -_ - IE(E) H2O BID IE(N)24"RCP:2547.53' 1. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED UPON � T ��� - r 48"RCP'2543.22' --- IE( 24"RCP:2547.57' )12"CMP.2545.41' ABOVE GROUND EVIDENCE AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE flT pTOP - - - -- - - - ���' IOP -- -SOP- - - �O� - T T#S89°26'10"E 2647.62' 2647.62' - -- - _ no -TQP W - - - -- - -- _ - - 2545.85' I _ _ _ _ ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. -- -- _ -- - ( )- �D� OR - -- -- - _ 0� T - - - TAP/ NAL - __ - IE -`TOP _ �QP i �QTQ�=-�_ -. IRR - -�flf-- �Q1� -��-��� � F M:2547.80' SOP \ 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON RECORDS AVAILABLE TO THE SURVEYOR AT THE TIME OF SURVEY _ ;W-E)48"RCP:2541.25' _ _ _ _ _ _ _ _ _ IgX i I AND FOUND MONUMENTS ON THE GROUND. EASEMENTS, ENCROACHMENTS AND OTHER ENCUMBRANCES WHICH MAY BE SUMP:2540.30' - - - - RIM:255 .44' E IE(W)48 RCP:2543.34 IE(NE)12"CMP.2545.46 1 APPARENT BY CONDUCTING A FULL TITLE SEARCH,ARE NOT NECESSARILY DEPICTED ON THIS SURVEY. UGP PIPE i 0 UNPLATTED II UNPLATTED 10/24/2025 568 I IE w IBX IE(E)48"RCP:2543.33' r I RIM:2550.56' 13. THE BASIS OF BEARING OF THIS MAP IS GRID NORTH ON THE IDAHO STATE PLANE COORDINATES SYSTEM (NAD 83).WEST �TqT PRX \ I I I I I IE SUMP:2542.31' I I IE(W-E)48"RCP:2543.26' ZONE, AS DETERMINED BY GLOBAL POSITIONING SYSTEMS METHODS.ANY DISTANCES SHOWN ARE HORIZONTAL GROUND ✓ E OF �0 I I - - - - ` I I I i IE SUMP:2542.16 III I DISTANCES IN U.S. SURVEY FEET. `9 W.0 - - QUARTET NORTHEAST SUBDIVISION No. 2 , I I / 4. THE TOTAL AREA FOR ALL PARCELS IS 78.32 ACRES. \ I I I I I Project No.: 123200 I I I Date of Issuance: 09.02.2025 I III I Project Milestone: PERMIT a , I Topographic Survey ' IIIII � East M. Topographic Survey - East o 80' 160' I- fb Horizontal Scale: 1" = 80' cool 1