HomeMy WebLinkAbout Comments ENGINEERING COMMENTS NO. 1
1. Locate the existing sanitary sewer along back property line and ensure adequate PUE
width.
2. Indicate volume and page numbers of 20' utility easement you have dimensioned along
rear property line.
3. Show location of existing service taps/meter on survey plat.
4 Existing structures encroach intoside setback requirements. Removal of structure and
"permanent:wood building" is will=be necessary before filing plat.
5. Sidewalks?
Reviewed by: Carol Cotter Date: April 13, 2015
seA
Ce)(j
c..,0t)..)\\..._ (\AL., aY\-- -
Z51
V\C‘ k)-t TAjLAThr\ -) .
C)),- 1-All.;
ENGINEERING COMMENTS NO. 1
1. Locate the existing sanitary sewer along back property line and ensure adequate PUE
width.
2. Indicate volume and page numbers of 20' utility easement you have dimensioned along
rear property line.
3. Show location of existing service taps/meter on survey plat.
4';. Existing structures encroach into side setback requirements. Removal of structure and
"permanent wood building"is will be necessary before filing plat,
5. Sidewalks?
Reviewed by: Carol Cotter Date: April 13, 2015
COLLEGE HILLS ESTATES
BLOCK 19 LOTS26 & 27
CLOSES
3
2
1
4
5
6
Scale= 1:34(Feet)
1 N 78°26"E 55.04 5 S 75°21'W 55.61
2 N 73°33'30"E 54.94 6 N 14°21'49"W 114.48
3 S 14°36'22"E 113.50
4 S 75°12'22"W 54.76
r
r
00.
Js ''''' ' '.'*N.*' '
i.Sfi
L
r
40014* ,g
0: •
P.
t J
.
.
'''''',:„.11,,,, -,..,... -400" , - .'*.k.,,,,, i,,a,,,,,-:, '47: . --- - ' .,_,:iiii,
1
s
11
?P
..,., .0-':,4,:- . ..
, ,
I )
' O(1 ' V
1= ti i
•
1.5
: W t'..1,,, ' - ,sst.,
'fir.. ' .
0 0 0 0 0 0 0 W0 0
W W O C) n U
in l() L)) In J C
MM IM M > C
W co ¢ E
+ II II II y DCC
¢
0z W I- o
CO Z Q LL 1-
0 W w Q z Z 0
II- W -J J 0~. O W ¢
Z W J > > uj = W -J
m
p O 1C H O F
cn QQ 2 W D < aCO
w Y CL a o a
w ° ce O d U cwn co `n
3cn
Ts> _ J 2 d < I < OU
0
J
00000 W a
00000 o¢Z
J J
In p > N¢ ¢
w 0
<L ¢ti
Q m 0 00
C N¢ N M ¢ CL>La N
W 000 cnN Q w.Yon u'
✓ M r
O oU N
U - •C o
co
0 at J a)
j Z
w
O ti J
/ ViZ ¢oo
Z - cO ou \
J W 0O J -1-- u¢
3M
0 W 0 d
OLL d z w 0- 2
� CCCC0 ° co
2'ow O>�
Q d0� d 0 acn
N20co 0 g a 20
� �WCO 0 et > e‘ cc
Oc x Oa d Oct ca
a �W� w Z_o zwN- c
Q I-X N 2 F U Uv co
=co l- W J Z G
CL .V u) N 0 < 2 CC H N
d m 0 J W a �' W u_ z m
OCCrn_I Ce !i a > W a
cn 0
„ U,-a' Q w 0.. a Zcn o
0 0 N
a. - co Zo w f
0 20 I- w_ a.
N 1-3
et FY 0 0 �.
W
c.2 Wp o w
. . Zap z
NON O� N > 00co Z o.Mcn
C H
o W OO co
O. co O 0 Z. rf�� O' < O•
FW- D co a 0 0000 rn a B=IZ~
IL p C+)N W W w ��� z
J 2 (2cn CC~Q 0000 0J CI 01'-
Ili
o N� >-a< ��3 LC) w
W CC CC < Z¢ c� M `_' U�
0 cn co z cn
�0 �a ¢¢ZZ ~w >O2 V U vww
- � >a0 N. Q N -co 1`-
0 m 2 co cn CIX a'f- >"I I-i 0 0 0 ¢C7_1
I- ON <<<W W- c 1 21-Uz
0 m0 JJJZ 0 a..�UW Z = m co] 0w
Qyp Z zd Z'm0d o UI cj
o Q
0 0 fY¢WH o o 1
mato 0 ct_ 0 Ozm o d O
cc wvl- ec m} o 0
CI_ 1--rn0 0 � z0 z
< I-Oz CI I-
J co (1)F- w w ~
re
g co C"0C) O Z m CC - . . + p' a-a. O O
I- M rJwm (1)cm J co W 0_ * O U O Z o
Z N 0.J0cn VO - _u) O d * : : O w O0 Li
2 0 CO d cn Q) D d ")
U) er G)) r ' �0 ' u)<0 < Y 0 I" o 0 0 0 0 o
U' . W ¢Oa' Q 0 NNN IL coU N
0d.O_aN;,-t) 0O N -0Oz Q 0 W Qom m )- mwu, E cu
f go,_,L, �rn �000w w uu)) y ��- u I m11- o a
m a.JU2.cn 2� N 0I-ccNz 0