PZ - Topographic Survey TOPOGRAPHICSURVEY
0 1
FOR
PIZ :
AMBLES RUN SUBDIVISION
HEDZ :rl. .11:
0
CULTIVATED FIELD A PORTION OF LOT 26 , BLOCK 1 , DUNWOODY SUBDIVISION ,
0 r)
1 30 65 5 z LYING IN THE NW 1/4 , SECTION 29 , TAN . , R . IE . , B ./A . ,
I LLI
04.8b 1,05 05.29
G5 04-99 ADACOUNTY , IDAHO
04-31&5 4.58 65 04-12 04-ql G5
04-23 G5 0 04-10 0
F6 0 0 30 15 0 30 60 90
EXISTING 10' PUBLIC UTILITIES, DRAINAGE
AND IRRIGATION EASEMENT
LEGEND i I SCALE IN FEET
i I S 89035'30" W 379.1 V 0 -41 1L L------ 111 30'
BOUNDARY LINE L -------------------------------------------------- -- -L--- -- I - - - - - - - - - -7:1---------
G5 --oz - ------ -- - ------�>-------------------------------------
CENTER LINE 04.46 - - - ---------------------- ---------- - F------- ---------
- - - - - - - -------- -- --------------
- EASEMENT LINE r G5
4.0 615 04.5
x - *0 05.04 65 16 65 65 05.14 b
0
EXISTING 61 VINYL FENCE LINE 1 04-90 G5 5. 05.1b �17
8S- SANITARY SEWER LINE w/SIZE 0 As
'A COY
8W-
WATER LINE w/SIZE
P- JOINT TRENCH (GAS, POWER & TELE.) A Ole
CULTIVATED FIELD
- - - - - - - - - - - -
TOP OF BANK
'011
-E. DUNWOODY LN..
CENTERLINE OF DITCH 04.5b 65 0
Pi PRESSURE IRRIGATION LINE 0 Z
-j
ROLL URB & GUTTER 65 ol G5 0
04.81 5. 5 65 Of
04-55 G5 1 0 05.21 G5 05.21 G5 0
EXISTING BUILDING
05.51 G5 0 65 > z
ASPHALTIC PAVEMENT 05.59 65 Ob 06 05,90
SITE
CONCRETE
0
0 -1
FOUND ALUMINUM CAP z
TEST PIT
FOUND 5/8m IRON PIN +
TEST PIT 0
0 FOUND 11211 IRON PIN + HAND L z E. HANDE ST.
ko
65
0 CALCULATED POINT, NOT SET 65 05.12 0)
04-88 .20 bb 65 x
0 MANHOLE 05 05.39 G5 05. 05.14 X p<
oco 05.15 G5 U) 165
65 G5 VICINITY /AAP
CLEAN OUT z Ob.-
0 . 6's C> *
POOL NOT TO SCALE
WATER VALVE w/BLOW-OFF 0
r-- 0 c;
v FIRE HYDRANT .-r 0 CULTIVATED FIELD x
w
$54-32 65 EXISTING ELEVATION (GROUND SHOT)
4
LIP LIP OF GUTTER Ll- z
Z_ x
CLPV 05.29 G5 - 11 m
C/L OF ASPHALTIC PAVEMENT
TRC TOP OF ROLL CURB W 05.2b'65 05.8165 4'.
TB 05.21 G5 W ob-02 65 �w 4
TOP OF BANK G5 *4,
0 ob-la G5 ob-I'G5 - .4 J
INV BOTTOM OF DITCH 0 0 .4.
ob-08 G5 4 . 4 /V
cc TOP OF CONCRETE EXISTING 10- PUBLIC UTILITIES, DRAINAGE: ! :41
AND IRRIGATION EASEMENT WELL 4
DECIDUOUS TREE
0 4 4 41 :4
�?6 06 .4 A
4
w A . 4
05.0 0 . .4 . .
4 A
< . . ']r z
G5 G5 -4 A 44 6
05.59 1 ob.04
o09&5 0 65 -4A.
0 95 65 G5 5 b8 Lu >-
2606 602 5. ob-39 G5 ob,49 Ob.I \ob; t=
> u 0
z
0 w z
0 0
P CONTOURINTERVALS E w
1988 VERTICAL DATUM m 0 7)
%D o
0 1 DI w
Ln 0-
CULTIVATED FIELD 00
1 2606 r-I r z r z m 4)
04 G5 00 3:
1 ob. 0 3:
10 G5 G5 N 3: 0
"1 .11:r 1. I'l rl LLI
ob I IRRIGATION DITCH ca LLI 0
1 12" PVC PIPE ob.b2 05 65 1 04
65 G5 G5 G5 G5 65 c*4
ob-3 1 06.39- Ob.bO ob-93 OL?!-� 01. 01.39 5 5165 >m
-*-0-- �7 1,�// oe---- ======== 0�
e 0 �-cp/ To 7.10*ob.
01.55 0 Ld
- - - - - - - - - - - - - - - - - - - - - - - - - 55 TO m
INV. = P
44 - - - - - - - "�9
5�
- - - - - - - O,�24 10 - - - - - - - - ob-@ b-L'�- bL- - - - - ---
2607 0 39:� 0 . IRRIGATION BOX
25.00 TOP 2608 OP W w
TOP TO' 2608 TOP rIELD VERFY 2609 0.90 <
0 0,> 06- Lu w
. 29 1;11
- 0.00, -2609 TPC cc 1559.01' w
t1b b 9 -2609- - - - -i2,5.o& 41.90" 55.09,
,0 OL52 Ob ------------ ---------------------------------------------- (D CENTER OF SECTION 29
- - - - - - - -42.32- F -12 1.4, --- r-
-29 .................................... -x ly- ,I - 0 4 S 89035'30" W 1614.10'
,a Pi PI
30 19 N 89035'30" E 664.68' 4 Pi PI PI Pi
Pi BQ)�'= 09 65
I TRC
- Pi Pi S 89035'30" W 37� . -TOP-OF
4" PVC PIPE .65 3.5' WITNESS CORNER
Tc4 0 1 cc
0 L 01.19
Q� 0
GN BENCH MARK
N 1 251 U) 2511 . 0. cd b
> I'D" CHISELED IN TOP rl L11 I'll 04
0 BACK OF CURB
0� CDCLP m uj
b 14 ELEVATION 2606.86
Ob-8 pb..j. . 11 =) r--
1�trd I . . 1 11 11 - - - . - - . . 11 1 1 cn
.0100 z
0
LL.
o Z w
(n -i
> <
CLP TP 9 0
z
=) 0;x: in
Ob. 92 <
'o b. C14
0
r r r
z
cn (n 0
ACREAGE: 2.88 ACRES
z �e F
0 00 Of Q Z 0 0 Z L)
CD =) 0 Lu=) LLJ
0 -j 0 0 X
64 CC M .0 0
'0"Ob.
Ob-b b5
1��, 0. CERTIFICATE OF SURVEYOR < (n CeN.,<
�ic m C-4
3.5' WITNESS CORNER 0 1 35- WITNESS CORNER 0 Lu
�-o-------------------------------------------- 1, PATRICK A. TEALEY, PILS NO. 4347, STATE OF IDAHO, DO -1 �- 3:
RING 2606.45 HEREBY CERTIFY THAT THE SURVEY REPRESENTED ON THIS PLAT 0 ca 0 z
INV. 2594.. 2 WAS PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION AND 0- ic _j u-
0 LL-
<
IS IN CONFORMITY WITH THE STATE OF IDAHO CODES ATING TO 11-- 0
- -----------------L---------------------------
6--ob LLp_ Lo ---------------------------------------------- PLATS AND SURVEYS AND THE CORNER PERPET D FILING Z Z
0- 1 3.5' WITNESS CORNER IRRIGATION DISTRICT SETTLER'S IRRIGATION DISTRICT ACT. 0
ob-08 1-1
8w 8w
z
NOTE U) RING 2606.55 DRAINAGE DISTRICT N/A
IN . 2594.38 V,
1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND UTILITY COMPANY MAPS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND EAST HANDEL STREET z SEWAGE DISPOSAL: CITY OF MERIDIAN
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, LLI
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES >
< co
NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE: SHOWN IN
THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT ------------------------------------------------------ z WATER SUPPLY CITY OF MERIDIAN
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 0-
INFORMATION AVAILABLE. CONTACT DIGLINE: AT 1-800-252-1133 FOR
EXACT UTILITY LOCATION PRIOR TO ANY CONSTRUCTION. FLOOD ZONE X (FEMA MAP NUMBER 16001CO161 J
L)
JUNE 18, 2020)
0
z
4743-top.dwg 12-04-20 16:03:25 jcox DWG\3485-TOP