LOT SETBACK EXH
1
NW 80TH AVENUE NW 106TH CT 8"W 8"W 8"W 8"W 8"W W W W W W W ST ST ST ST ST ST ST S S S S S S S S S S S S S S S S S S S S S S S ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W W W W W W W ST ST ST ST S S S S W W CBU S 27,826 SF 18 21,758 SF 6 21,808 SF 5 21,858 SF 4 21,909 SF 3 21,959 SF 2 26,027 SF 1 25,566 SF 7 25,505 SF 22 25,518 SF 23 25,531 SF 24 25,543 SF 25 25,556 SF 26 25,569 SF 27 25,587 SF 14 25,587 SF 13 25,587 SF 12 25,587 SF 11 25,587 SF 10 25,587 SF 9 33,877 SF 28 33,881 SF 8 52,525 SF 19 26,636 SF 21 37,850 SF 20 25,587 SF 15 29,603 SF 16 53,354 SF 17 N89°59'39"W 662.66' S0°15'05"E 292.00' S2°40'42"E 5.56' S0°27'05"E 1041.30' 152.89' 88.82' 301.02' 88.00' L = 3 9 . 2 7 276.02' 85.00' 276.09' L = 3 9 . 2 7 88.00' 300.89' 85.00' 300.74' 85.00' 300.59' 85.00' 300.44' 85.00' 300.29' 85.00' 300.14' 85.00' 299.99' 299.83' 88.82' 301.02' 85.00' 85.00' 301.02' 85.00' 85.00' 301.02' 85.00' 85.00' 301.02' 85.00' 85.00' 301.02' 85.00' 85.00' 301.02' 85.00' 113.00' 301.02' 85.00' 273.09' L = 6 2 .1 2 L=27.91 3.82' 233.01' L = 5 3 . 4 1 201.41' L = 5 3 . 4 1 L = 5 8 . 0 0 139.11' 286.29' L=27.91 L = 7 2 . 7 2 106.63' 244.27' 106.19' 244.93' 243.71' 90.00' 90.00' 243.15' 90.00' 90.00' 242.59' 90.00' 90.00' 242.03' 90.00' 90.00' 90.00' 241.47' 90.00' 106.02' 240.81' 106.02' 113.00' 85.00' 85.00' 85.00' 85.00' 85.00' 85.00' 85.00' 127.01' 198.91' 176.00' 234.92' 250.17' N89°38'59"E 661.08' N0°21'01"W 1334.73' 29 28 27 26 25 24 23 22 21 20 PARCEL 2019-274 BK. 17676, PG. 402 14 CHESTERFEILD HEIGHTS PLAT 1 HIDDEN VALLEY ESTATES PLAT 2 35' B.S.L 35' B.S.L 35' B.S.L 35' B.S.L 35' B.S.L 35' B.S.L 15 NW 80TH AVENUE Concrete 1 2 3 25 20' Sanitary Sewer Easement 20' Sanitary Sewer Easement 944 945 946 947 948 947 945 944 943 942 946 947 948 950 951 945 944 949 948 947 946 945 944 943 943 944 945 946 947 948 947 946 945 944 943 942 941 940 944 945 946 947 948 948 949 946 945 940 933 932 931 930 931 932 932 933 934 935 936 937 936 926 930 931 925 926 927 928 929 934 943 943 934 948 947 946 945 945 946 947 948 949 947 946 945 944 943 942 941 937 936 935 934 933 933 932 931 930 930 929 930 929 928 926 924 921 925 920 920 925 924 916 920 925 927 931 933 922 922 922 923 20.0' Storm Sewer Easement 15.0' Storm Sewer Easement 20' Storm Sewer Easement 15.0' Storm Sewer Easement 941 940 939 938 937 941 940 939 938 934 944 943 942 941 943 942 941 944 945 946 947 948 947 946 945 944 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 60.0' ROW 60.0' ROW 29' B/B R45.0' DRAINAGE EASEMENT DRAINAGE EASEMENT 70' DRAINAGE & LANDSCAPE BUFFER EASEMENT 949 942 8" VALVE 920 919 918 910 905 910 915 905 920 915 910 905 900 905 910 935 936 934 932 933 932 932 933 944 26.0' 30' Ingress/Egress Easement 20.0' 35.0' Ingress/Egress Easement 20.0' GRAVEL ACCESS DRIVE MPE=924.00 MPE=924.00 MPE=926.00 MPE=926.00 100YR=922.06 WQV=916.62 100YR=924.54 WQV=919.17 MPE=943.75 MPE=944.00 21 928 925 942 941 940 939 936 938 0 935 910 MPE=933.25 MPE=934.50 MPE=935.50 MPE=936.25 MPE=937.00 MPE=938.00 MPE=938.75 MPE=939.75 MPE=939.50 MPE=938.50 MPE=937.75 MPE=937.00 MPE=936.00 MPE=935.25 MPE=934.50 MPE=933.50 MPE=932.00 MPE=945.75 MPE=947.00 MPE=948.00 MPE=947.00 MPE=945.75 185.0' 185.0' 185.0' 185.0' 185.0' 185.0' 185.0' 185.0' 70.0' 69.0' 69.0' 69.0' 69.0' 69.0' 69.0' 69.0' 74.0' 69.3' 71.5' 80.2' 85.6' 70.8' 69.0' 69.0' 69.0' 69.0' 69.0' 69.0' 70.0' 185.0' 185.0' 185.0' 185.0' 185.0' 185.0' 185.0' 185.0' 126.0' 121.4' 141.2' 143.3' 155.1' 129.3' 128.8' 128.2' 127.6' 127.1' 126.5' 125.9' 78.0' 74.0' 74.0' 74.0' 74.0' 74.0' 73.4' 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 5' PUE 8004 10550 10558 10566 10574 10610 10622 10634 8008 8012 8016 8007 8011 8015 8019 8023 8027 8031 8035 8032 8028 8024 8020 8036 8040 8047 8043 8039 BY DATE REVISION MARK Scale: Technician: T-R-S: SNYDER & ASSOCIATES, INC. | Checked By: Engineer: Date: 1" = Project No: Sheet Project No: Sheet 2727 S.W. SNYDER BLVD ANKENY, IOWA 50023 515-964-2020 | www.snyder-associates.com EDC JWM KMM 08-10-21 50 120.0369.01 C100 120.0369.01 C100 CHESTERFIELD ESTATES PLAT 2 LOT SETBACK EXHIBIT 8-10-21 JOHNSTON, IA TTN-RRW-SS V:\Projects\2020\120.0369.01\CADD\CD_1200369_LOT_STBK_EXH.dwg JEREMY W MCCORMICK, GRADING PLAN AND EROSION CONTROL PLAN, 2021/08/10, 12:02 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES) FEET 0 50
Transcript of LOT SETBACK EXH
NW
80TH AVEN
UE
NW 106TH CT
8"W8"W
8"W8"W
8"W
W
W
W
W
W
WST
ST
ST
ST
ST
ST
STS
S
S
S
S
S
S
S S S S S S S SSSSSSSSSST
ST
ST
ST
ST
ST ST
STST
STSTSTSTSTST
STW W W W W W W W
WWWWWWWW
W
W
W
W
ST
ST
ST
STS
S
S
S
W
W
CBU
S
27,826 SF18
21,758 SF6
21,808 SF5
21,858 SF4
21,909 SF3
21,959 SF2
26,027 SF1
25,566 SF7
25,505 SF22
25,518 SF23
25,531 SF24
25,543 SF25
25,556 SF26
25,569 SF27
25,587 SF14
25,587 SF13
25,587 SF12
25,587 SF11
25,587 SF10
25,587 SF9
33,877 SF28
33,881 SF8
52,525 SF19
26,636 SF21
37,850 SF20
25,587 SF15 29,603 SF
1653,354 SF
17
N89
°59'
39"W
662
.66'
S0°15'05"E 292.00'
S2°40'42"E 5.56'
S0°27'05"E 1041.30'
152.89'88.82'
301.
02'
88.00'
L = 39.2727
6.02
'
85.00'
276.
09'
L =3 9
.27 88.00'
300.
89'
85.00'
300.
74'
85.00'
300.
59'
85.00'
300.
44'
85.00'
300.
29'
85.00'
300.
14'
85.00'
299.
99'
299.
83'
88.82'
301.
02'
85.00'
85.00'
301.
02'
85.00'
85.00'
301.
02'
85.00'
85.00'
301.
02'
85.00'
85.00'
301.
02'
85.00'
85.00'
301.
02'
85.00'
113.00'
301.
02'
85.00'
273.
09'
L=62.12
L=27.913.82'
233.01'
L=53.41
201.41'
L=53
.41
L=58.00
139.11'
286.
29'
L=27.91L=72.72
106.
63'
244.27'
106.
19'
244.93'
243.71'
90.0
0'
90.0
0'
243.15'
90.0
0'
90.0
0'
242.59'
90.0
0'
90.0
0'
242.03'
90.0
0'
90.0
0'90
.00'
241.47'
90.0
0'
106.
02'
240.81'
106.
02'
113.00' 85.00' 85.00' 85.00' 85.00' 85.00' 85.00' 85.00' 127.01' 198.91'
176.
00'
234.
92'
250.
17'
N89
°38'
59"E
661
.08'
N0°21'01"W 1334.73'
29 28 27 26 25 24 23 22 21 20
PARCEL 2019-274
BK. 17676, PG. 402
14
CHESTERFEILD HEIGHTS
PLAT 1
HIDDEN VALLEY
ESTATES PLAT 2
35' B.S.L
35' B.S.L35' B.S.L
35' B.S.L
35' B.S.L35' B.S.L
15
NW
80T
H A
VEN
UE
Con
cret
e
1
2
3
25
20' Sanitary Sewer Easement
20' Sanitary Sewer Easem
ent
944
945
946
947
948
947
945
944
943
942
946
947
948
950
951
945
944
949
948
947
946
945
944
943
943
944
945
946
94794
8
947
946
945
944
943
942
941
940
944
945
946
947
948
948
949
946
945
940
933
932
931 930
931932932933934935936937
936
926
930
931
925
926
927
928
929
934
943
943
934
948 947946 945
945946947
948949
947
946 945 944 943 942 941
937 936 935 934 933 933 932 931 930 930 929930
929
928
926
924
921
925
920
920925
924
916920925
927
931
933
922922
922
923
20.0' Storm Sewer Easement
15.0' Storm Sewer Easement
20' Storm Sewer Easement
15.0' Storm Sewer Easement
941940
939938
937
941
940939 938
934
944
943
942
941
943
942
941
944945946947948
947 946 945 944
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
DRAINAGE EASEMENT
DRAINAGE EASEMENT
DRAINAGEEASEMENT
60.0'R
OW
60.0'ROW
29'B/B
R45.0'
DRAINAGE EASEMENT
DRAINAGE EASEMENT
70' DRAINAGE & LANDSCAPEBUFFER EASEMENT
949
942
8" VALVE
920
919 918
910
905
910
915
905
920
915
910
905
900
905
910
935
936
934
932933
932
932
933
944
26.0'
30' Ingress/Egress Easement
20.0'
35.0' Ingress/Egress Easement 20.0' GRAVELACCESS DRIVE
MPE=924.00
MPE=924.00
MPE=926.00
MPE=926.00
100YR=922.06
WQV=916.62
100YR=924.54WQV=919.17
MPE=943.75
MPE=944.00
21
928
925
942
941
940
939
936938
0
935
910
MPE=933.25MPE=934.50MPE=935.50MPE=936.25MPE=937.00MPE=938.00MPE=938.75MPE=939.75
MPE=939.50 MPE=938.50 MPE=937.75 MPE=937.00 MPE=936.00 MPE=935.25 MPE=934.50 MPE=933.50MPE=932.00
MPE=945.75
MPE=947.00
MPE=948.00
MPE=947.00
MPE=945.75
185.0'
185.0'
185.0'
185.0'
185.0'
185.0'
185.0'
185.0'
70.0' 69.0' 69.0' 69.0' 69.0' 69.0' 69.0' 69.0'
74.0'69.3'
71.5'
80.2'
85.6'
70.8'69.0'69.0'69.0'69.0'69.0'69.0'70.0'
185.0'
185.0'
185.0'
185.0'
185.0'
185.0'
185.0'
185.0'
126.0'
121.4'
141.2'
143.3'
155.1'
129.3'
128.8'
128.2'
127.6'
127.1'
126.5'
125.9'
78.0'74.0'
74.0'74.0'
74.0'74.0'
73.4'
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
5' PUE
5' PUE
5' PUE 5' PUE5' PUE 5' PUE
5' PUE
8004
1055
010
558
1056
610
574
1061
010
622
1063
4
8008 8012 8016
8007 8011 8015 8019 8023 8027 8031 8035
8032802880248020
8036 8040
8047
8043
8039
BYDA
TER
EVIS
ION
MAR
KSc
ale:
Tech
nici
an:
T-R
-S:
SNYD
ER &
ASSO
CIATE
S, INC
. |
Che
cked
By:
Engi
neer
:
Dat
e:
1" =
Proj
ect N
o:Sh
eet
Project No:
Sheet
2727
S.W
. SN
YDER
BLV
DAN
KEN
Y, IO
WA
5002
351
5-96
4-20
20 |
ww
w.s
nyde
r-ass
ocia
tes.
com
EDC
JWM
KMM
08-1
0-21
50
120.
0369
.01
C10
0
120.0369.01
C100
CH
ESTE
RFI
ELD
EST
ATE
S PL
AT
2LO
T SE
TBA
CK
EXH
IBIT
8-1
0-21
JOH
NST
ON
, IA
TTN
-RR
W-S
S
V:\P
roje
cts\
2020
\120
.036
9.01
\CAD
D\C
D_1
2003
69_L
OT_
STBK
_EXH
.dw
g JE
REM
Y W
MC
CO
RM
ICK,
GR
ADIN
G P
LAN
AN
D E
RO
SIO
N C
ON
TRO
L PL
AN, 2
021/
08/1
0, 1
2:02
PM
, AN
SI F
ULL
BLE
ED D
(34.
00 X
22.
00 IN
CH
ES)
FEET
0 50
