PZ - TOPO Map TOPOGRAPHIC SURVEY
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, T. 3 N., R 1 E., B.M.,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
N 89'42'20" E 2639.98'(1) 2019
r-- - - — - -N89'42'04" E 2640.03'- - - - - - - - - - - ---�\
RIM EL=2651.37 RIM EL=2651.57
RIM EL=2636.45 INV EL=2648.75 (12" RCP) INV EL=2648.00 (12" RCP)
INV EL=2636.45 (8" PVC) 2651
N 8942'04" E 2014.12' G G - - ---N 89-42'20" E 625.91'—� SEC COR CP&F INST N0. 114007715
V'j--�---- - w w w D w f P. 11334
28.79' S €Q ___.� r P E. VICTORY ROAD
N 1/4 COR SEC 30
PLS 8444
CP&F INST NO. 114007714 \ R
o INV EL=2648.90 (18"CMP)
PLS 11334 INV EL=2645.06 (12"CMP) ENV EL=2646.65 (12-PVC) RIM EL=2651.33 INV EL=2648.77 - 40
INV EL=2537.54 (8 INCH PVC) 0 0 (18"CMP) I a
10 a
N HOUSE 0
TBM EL=2649.52 da
MAG NAIL WITH WASHER
~ —X X 0
LEGEND SHED
R -J
Boundaryrn
Line \ x �rR
-- Section Line �, ' \\�\ t X EG
CenterlineAEG . EG EG -`- EG S'
x INV EL=2649.75 (12"RCP)
IRa Irrigation Line -� __ _ _ - . . _.` �
EG Edge of Gravel \$, WR INV EL=2649.93 (12"RCP)
P Overhead Power BARN TBM EL=2650.51
5/8" REBAR WITH
EP Edge of Pavement 'AG 2 ��, ��
RED CONTROL CAP X
d'� v'p Off, \r� d� y O 1L 1L AIL �Il
TOP Top of Slope N Q
Ew Edge of Water < �-�� '' i ABOVE GROUND 12" - I
IRRIGATION PIPE
100 50 0 100 200
� ,� ~� '
ss Sanitary Sewer Line F t SCALE: 1" = 100
w Underground Water Line Gas V
SD Storm Drain Line Q �o
x x X Existing Fence 110
l I
Centerline Ditch/Flow Line 1151
TBM W
Top of Bank CERTIFICATE OF SURVEYOR
— — — — — — WITHTH WASHERHER A MAG NAIL\ I, Sean P. Sullivan, do hereby certify that I am a Professional
Found 1/2" Iron Pin (As Noted) \ �`' ® I Land Surveyor, licensed by the State of Idaho, and that this
Ln map has been prepared from an actual survey made on the
0 Found 5/8"x24" Iron Pin (As Noted) ;� Z LO I) ground under my direct supervision, and that this map is an
- n accurate representation of said survey.
Found Brass Cap (As Noted) r, so Q N ¢
Found Aluminum Ca As Noted 95 m �
Calculated Point According to Nampa & Meridian Irrigation District, °,� "' cD`0 ® `�
on July 24, 2019, there is a total of 100 foot `� � N J ®LPL LANp
irrigation easement, 50 feet each side of centerline (n / ��� \CEN$ `sG
o Power Pole of Ten Mile Creek. V) ® o
Guy AnchorI m 3446
G % 1 Sean P. Sullivan Li nse o. 13446
a Gas Utility Marker Y I I
Gas Meter •SFq� OF
1�1 Gas Riser IRRIGATION BOX 2652 P S0L
RIM EL=2654.98 UNDER GROUND
G Gas Valve INV EL=2651.28 (NORTH 12" CMP) IRRIGATION PUMP
TR INV EL=2649.88 (SOUTH 12" CMP) g f
® Telephone Riser 4� `L`°
bc
Communication Manhole �6�( I PREPARED FOR
(S Sanitary Sewer Manhole
W ATEAM LAND CONSULTANTS
� Water Valve
Irrigation Box SURVEYOR'S NOTESVIIJ
I
ELEVATION DATUM: 1
ILLEGIBLE
® Storm Drain Manhole NAVD 88 VERTICAL DATUM, DERIVED BY RTK GPS AND PROCESSED WITH OPUS (ONLINE EL=2655.27 REFERENCES:
�- Sign POSITION USER SERVICE) FROM NGS, NATIONAL GEODETIC SURVEY. I (1) Tuscany Village Subdivision No. 1, Book 89 Page 10398
P Mail Box THE UTILITIES SHOWN WERE BY OBSERVATION AND PHYSICAL LOCATION OF UTILITY (2) Record of Survey, Inst. No. 10889
MARKINGS ON THE GROUND THE EXACT LOCATION OF THE UNDERGROUND UTILITIES CAN I (3) Deed of Trust, Inst. No. 201 7-1 241 51
-ir—�- Front Face Guardrail ONLY BE DETERMINED BY POTHOLE OR ACTUAL EXCAVATION OF SAID UTILITIY.
� Traffic Signal Light
CMP Corregated Metal Pipe
RCP Reinforced Concrete Pipe I DAV I D EVAN S
Q ANoASSOCIATES mc.
9925 Emerald St.
Coniferous Tree TM O Boise Idaho
` Phone: 208-585-5858
Deciduous Bush
FILE NAME: AlEA000Q-0013.dwg
PROJECT NUMBER: ATEAOOOO-0013
DRAFTED BY: PAS
2650�� Major Contour Line, Interval=5' E 1/4 COR SEC 30 CHECKED BY: SPSU
Intermediate Contour Line, Interval=1' CP&F INST N0. 104004547
PLS 7729