PZ - Public Utility Plan A & B XREF INDEX:
SCALE
40 0 20 40 80 E
0
O U
( FEET ) LO
1 INCH = 40FT. z
VERTICAL 1 INCH = 10 FT. 3
N �
2656 2656 C
CO
> 00 CD
>% O
L 0
N LO
c N
2652 2652 -0 M
O L CO
O N O
��1� (0 N
1
- - - -
VK
2648 2648
- - - -
- - - - - - - - - -
- - - - - - - - - - - - --
- - - - - - - - - -� �C3S�pNAL FNG
CONST. 278.8 LF 8" SDR-35 I I ot� �G\STF,Q
PVC Pipe @ 0.60% CONST. 34.0 LF 8" SDR-35 Q9/28/202d4
2644 a U
VC Pipe @ 0.40% CONST. 270.4 LF 8" SDR-35 8625
2644 2644.87 PVC Pipe @ 0.40% CONST. 90.9 LF 8" SDR-35
INV OUT (N) PVC Pipe @ 0.40% CONST. 107.1 LF 8" SDR-35 DocuSigne!
Q 2643.22 PVC Pipe @ 0.40% CONST. 81.3 LF 8" SDR-35 CONST. 113.3 LF 8" SDR-35
2643.17
� INV IN (S) INV OUT (N) 2642.97 PVC Pipe @ 0.40% O
U) c14 2643.07 c � INV OUT (NW) 2641.87 2641.77 PVC Pipe @ 0.40%
r) Q INV IN (S) Q INV IN (SE) INV OUT W 2641.39 2641.39
2640 z ± o _ o ( ) INV IN (E) INV OUT (W) 2640.95 2640.85 2640.51 -
a N o U) Q INV IN (E) INV OUT (W) 2640.41 2639.94 2640 E5B537E89F154BD...
O � + O � _ Q INV IN (E) INV OUT (W) INV IN (E) 2639.84
00
c) 00 c\i 00 Q 2639.94 INV OUT (S)
O F Oz Q + U) + INV IN (W)
U U cn U) � N ' N rri N
O Q Z II � +
2636 U U O z it + 2636
U cn O z II N 2
U cn O U)0 cn Q
X
w cn
2632 2632
5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60
LINE A U)Y
Q
2652 2652 Lu
w
Of
w
Q
0
�%K z
2648 ti� `��� / \ \ 2648 U) m
/ -
- - - - - - - - - - - - - - - - - - - - - - - - - - - w O
- - - - - -� / - z
rI J
W (D (D
W o 0
c/) 2644 2644 N N
J I I Y rn rn
� � p w
O Q
0 CONST. 181.0 LF 8" SDR-35 � � Z z z o ui
0 o ap
O w U
PVC Pipe @ 0.60% w - Q w v) p m
CONST. 257.3 LF 8" SDR-35 = w < _ a- Q J co
2640 2640.40 O PVC Pipe @ 0.40% 2640
0 INV OUT (S) ❑ 0 U Q J 0- U)
J
m 2639.29 2639.19
= INV IN (S) INV OUT (W)
0 2639.29 cv
JI N o INV IN (N) °o 2638.13 w N = N INV IN (E)
2638.03
2636 U) L chi) � 2638.13 INV OUT (S) 2636 O
z Q m INV IN (N) Z
J
U c~n cf) `0 w Cn
V) zQ = � QQ
a- o o0 � U) �
= O Nil
2632 w cn 2632
wo
J O
>- O
U) j 2630 2630
_> 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40
r^U
U V)
ENE B
2652 2652
c� o
�o• b
1
%K _
w x 2648 - - - - - - - - - - - - - - - - ��- �`�� ��� 2648 J
- - - - -
00
LuWO
_ o
�0 J J Lu ~
2644 2644 Q z o0
m CONST. 252.8 LF 8" SDR-35 O W W MO
J W
� O PVC Pipe @ 0.60% CONST. 37.3 LF 8" SDR-35 � > �
N PVC Pipe @ 0.40% CONST. 256.8 LF 8" SDR-35 W CD
� � Z
N 2642.24 PVC Pie @ 0.40% Q
j INV OUT (W) p �
40.70 2640SE) 0 LY Q
� 2640 � o INV IN (E) INV IN (SE) 2640.33 O 2640 �/
INV OUT (N) W
Q � � U 2640.60 M 2639.29 2639.19 Z W
� INV OUT (NW)U INV IN (S) INV OUT (W)
N LO o 2
2639.29
INV IN N m z U w
� o Oz Q � � N � ( ) N W m 0
Q0 Uc~n N � = N J Z J W � O
2636 z ± U) 00 U) 0 2636 W Q -j = o
o z o
O -< z Q N m J Q U F o
U cn OU cn O ± = Q � O
o c U U o �
O
U cn
N U
o\o v 2632 2632 SHEET NUMBER
4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20
rn �
LINE c PP3
QQ E
o �
u u
XREF INDEX:
r r o
a�'^ o)
ri O U
4J.74' X " L
5R. Ipp,
_ _
\ \ 89° 3'S2"E 718.95 - z
- - - - - - - - - - - \\ \ \ \� - �, I �, cn N 3
CONST. A7 I 27 I \ \ \\ \ \ I \ xco
14 23.82 1 0 26 I I 24 \ �' \ \ \ "\ SCALE J00 CD
\ 25 \ L o
I 8,403 SF I \ \11, s�
�.8,160 SF I 8,003 SF I 8,853 SF\ \\ \ \ \ \ ^\ 60 0 30 60 120 N
12+27.35 \� \` �� / _ \ \1 — L \ "\ \ 1800 1 INCH FEET
FT. rn o
.E. LOGGERS PASS ST. W — — _ \ I ) , cog N
—ssx ssX
— o _vy 22 \\ O \ 442 SF i —
CD
E. LOGGERS PASS
p CONST. A6
cn 13+38.48 I \ \ LEGEND S�pNAL FN
CONST. A4 \ /\ \\ \ \ \\ \ \ I '! EXISTING FENCE p��� G�STER
\ / / 8,351 SF 11+32.46 \ /� \ \ \ \ \ \� \ a� eljzs/zo2bo
\ \
N \
x \ PROPERTY BOUNDARY 8 6 2 5
9,891 SF 8,930 SF — — / \ \ 8,086 SF \\ \ \ \ \� RIGHT OF WAY LINE 9ocuSigneP
\ - I s \ / \ r
X M I BL OCA" Xx0 \/ \ \ \ \ \O \ + EXISTING ROAD CENTERLINE
\ 0 \ s 19 \ \ I EP EDGE OF PAVEMENT E5B537E89F154BD...
N ? -smssw saes.) / \ \
— — 8,618 SF —
x 8,082 SF
\ L Ng9—°3 ( — — — — — — — I 5+0E — — — — — —938�5"� — — — \ — — —� \ — EXISTING LOT LINE
-Xaai Add[— � — — ,�_„— —� 8,160 SF r —�91,68/ \ � \ \ �� I —
/ N Wx —SSx SSx EXISTING SEWER LINE W/ MANHOLE
;K f
� \ / �x \ \ \ i � Wx Wx EXISTING WATER MAIN
9,5905 � \CONST. A3 \ \ \\ I \
0 SF \ 9,37 SF 8+58.07 x. I m EXISTING WATER VALVE
I :
I I , 10,856 SF �,\ I \ \I ® EXISTING WATER WELL
_ _ I CONST. 61 I \
6+00 5+10.00 \ CONST. A2 BL OC/1' 2 II \\ I x Kl� ® EXISTING STORM CATCH BASIN
8+20.02 — — �- \ I -
�_ I CONST. B2 I I \ 8+00 — — \ \ I EXISTING LIGHT POLE
I
6 I 6+95.02 1 1 11,527 SF 1 r�I �
G I 10,222 SF I 15 I w
car • 1 i EXISTING SIGN
• I�� 6,013 SF °'� PROPOSED ROAD CENTERLINE
1 �; I , PROPOSED ROAD RIGHT OF WAY Q
E. SAGEIIMQOR ST. o_ �� 0 00, 46,602 sF I I F o
sly Ji4�EM00R ST. PROPOSED LOT LINE z
— — 8,160 SF 7+00 8,040 SF x "- ; m
T ('ROBS - BLOCA" 3 I I I &� I BL O CK 5 5 BLOCK AND LOT NUMBER W zz
�j I \ b� A PRPOSED REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK o 0
w '.Z1 • o 0
� 10,709 SF Cl; 00 + I I 6 13 // I � l� PROPOSED SANITARY SEWER W/ MANHOLE 2 2E co co
f _ 8,160 SF 8,040 SF x
Y rn rn
J ' C 8"W PROPOSED 8" WATER MAIN O o o w
�J J
y v ' z w �w > o Q
X I �6+00 �p IRR IRR PROPOSED PRESSURE IRRIGATION w � U o w o ~
w cn Q w a- c~n o m
= w _ Q
O , � \ / Cn I I PROPOSED FIRE HYDRANT U Q J a. U)
11 I I �
Q � 8,159 8,732 SF I 8,160 SF `�� 8,040 SF A
,J _ I I I I T T PROPOSED STREET LIGHTIGHT Q
UJI
�I� I I 9+00 — — -
I II x II I I I CONST.
5+37.16 � j l O
z
3 I J z
� III \ 8 60 SF 8,641�SF I I 81O F 5+00 8,309 SF I Q Q
I 1 x � I I , U
= o I - \\ I I \ 1 U)
IRR IRR R ?RR— —
J ONST. Cl
o 1 ONST. C3 M C 5+19.30 I
m 1 8+17.34 �x°° o oCD
Li I + ss -- s 10
'- — — 9,823 SF \ J
V)
CONST.7+76.08CD I I x o I
�CS o CWD&LL R1214010D9ROSNVO T \ \� I 8,165 SF I 8,040 SF I 0 SF I 8�I——— \ \� 11 3O F AC
U
CRMn L FWM A I I _
\ 1 _
w w \ 1 \ x
o \\
0 0 \\�\ \ _x I I �,�;�— —1- —�88.57'22" z z
L W O o
\ \ 17 _ Y o
�o -ram I I I Q _ M
o \sue _ — ` — - - r — — _ - - - - J > g
O
o - CNT - _ 08 t FUTURE ROUNDABOUT, DESIGNED BY OTHERS ~ J Q Lu
w o
rn G W WLL
n
• G 132YO a .. \ �
N — — — — — — — — o — — _ — — / Z
O � WcUn -
O chi 5dW Sew ROAD —Sew e r Q Q Y Q
T
z a w W o
Q _ W
Q `_ z U w
\ O
Lij co
O
L0 � %' w J J = z 0
0
w O
o 0- Z) ° 0-
o °
N U
c j SHEET NUMBER
rn �
w = PP2
o �
uu