PZ - Public Utility Plan s a s o o �w Ia 1V I Legend V
N w H
19 18 w 17 w 16 w 15 1 w 14 w 13 w 12 ' - M i SUBDIVISION BOUNDARY
2� o o v�i 1' > o o �� 10, SETBACK TO SIDE LOADED GARAGE i LOT LINE
w o z b o GGP' b b b m 1 S J I �-+ L
a z o o p� o 0 0 0 - -- �g pip I - - - STREET CENTERLINE p
---S85�r35ZW56'-----------
NORTH ' 3 ti - - SECTION LINE ;-I ;.. 00
00' - -- -S40 0 40 z
TOP OF BANK
C4 56.36 30.00, 50.00' 50.00, 1 50.00' 50.99' I 11 i i i EASEMENT IRRIGATION �..I >
HORIZONTAL SCALE: 1"=40' a / 0. 43 19 N89. '32"E 287.35' C�3 o i� iw----FNONTO i - - - (IRRIGATION)
EASEMENT (TYPE HERE)
W 5 9 w w w w --w A w East Lockhart Street w w w w w ci i yw�(J�
�h.5 - .. __- 2 i I 1 0 0 0 0 0 EXISTING FENCE (u 'O
IS N6T g9 j W MHts MS#17 MH#9 ss ss - §s - ss - ss -ss MF1 O MH#5 C' : a P eP EEa EXISTING EDGE OF PAVEMENT -
W 58&3'32"W C1 s / N8943'32"E 43.88' I N89'43'32"E 156.46' lY ix i '------ -- -- ---- BUILDING SETBACK W
s cc$ co
C3 6.26 37.62 I 6 g C7C C9 i i rfRONt I - - W M
C G G S 9'43'32"W 194.51' ly I - IXISTiNG CURB AND GUTTER bA s. c
w q SS ,� g4g2 S a v 98.68' 95.83' M3#`I 16 C ® I CONSTRUCT 3" ROLLED CURB & GUTTER m
-M - - - -�-- - ss if
iD Iz i i CONSTRUCT 36" CONCRETE GRAVITY IRRIGATION LINE p
ss3 SS X'syH- Ss - SS - Ss - ss - SS -- ------------------ PI PI Pl C IRRIGATION LINE tp `.
aO I_, 1 I p p O
N o °r° al CONSTRUCT PRESSURE Tl N NE O N
M-0 S89'43'32"W 105.56' _ESS ESS ESS ESS
EXISTING SANITARY SEWER MAIN LINE
0
fi89 UYy2 39.98' d33\ `' I T T I I ss - ss ss CONSTRUCT 8" SANITARY SEWER MAIN LINE
v SD-5 CONSTRUCT 4" TYPE `C` SEWER SERVICE PER ISPWC
See Sheet 2 of 2 see Below
2600 Ew Ew Ew Ew EXISTING WATER MAIN LINE
w - w - w CONSTRUCT WATER MAIN LINE
2598 259$ CONSTRUCT WATER SERVICE
A INSTALL FIRE HYDRANT
2596 2596
Ob EXISTING UTILITY POLE
INSTALL LED STREET LIGHT E
2594 2594 SS EXISTING SANITARY SEWER MANHOLE INSTALL SANITARY SEWER MANHOLE a
2592 MH#9 w 2592 0
MH#13 RIM=89.98 N EXISTING GRAVITY IRRIGATION BOX -�
RIM= IF
91.58 INV IN=85.01 I _ S Q
2590 I EX. MH NV IN=87.74 INV OUT=84.91 _ 2590
RIM=91.85 INV OUT=87.84 _
INV IN=87.00 " ®O. % I� MH#10 MH#5 RIM 91.49 2588
2588 INV OUT=86.90 7 LF " 00.4 F RIM=90.96
_ INV OUT=86.13 RIM=91.38 INV IN=84.78 w
- 1 6 LF " ®0.4 " a z
INV OUT=85.05 INV OUT=84.68
0
- MH#12 z o
2586 I R1M=89.39 RIM=89 619 2586 � a
INV IN=88.41 ¢
INV OUT=88.76 c�
INV OUT=88.31 7 LF 8" (ADO. % 4 8„ 6% _ a Of
n F
2584 � 2584
CIS w w
Ldto
2582 2582 a o
>~ O f-i � mo
2580 2580 A' O
z
-1- O + N M 1f Q••I Vl Y Q Q
See Sheet 2 of 2 See Sheet 2 of 2 ¢
CA
o h .. o O on6'46"W 41 .8T _ _ o o� cy M (� ,�--•�! '•� I- a
>13V 3S V3MV 9NW1 I I o •-•� G1 + o - -o + M sS
- r� -� + + North Sanita Street + + + ; ?-
cv = M - M -,D M / A - M - I� M W- M M M a M -�- M -- rn S 03 �+- Z Z
82.33' 1 34.76' I I I I I I I N a-0 O - S00'O6'46"W 101.38, I v
S00'O6'46"W 119.57 a 3 I NORTH $ z = o G^ti s S S - SS SS SS S SS SS SS - ss - SS SS SS SS 6 A-1 U rT F-
con - 40 0 40 O -- 75
>5: z M
-
N 55 S00'O6'46"W 321.82' - ZE
S00'06'46`W uN I 1 a m z
O C11 30.80' 50.00' S0.00' 50.00' 50.00' 50.00' 41.00" 3 3 �' � a o
C Sri HORIZONTAL SCALE: 1"=40' V] v1
� -
f3 S b b b b d w � N
Z
00+Z I w
NOO'05'51"E 100.98' Iy m
I
O n rn O O00+Z o 3 I S00'06'46 W 81.51' - - - - _ _ I m
o-0 0 - - -
_ _ w
In
r--, N S---uwi M -i- M - M M M a O. North Sanita Street o +
+ +
o � o S00'O6'4E N _+ I I I ----I -- --
N00'05'51"E 101.00' m a �- - -- L� - - -- --- "
Jj
N oo ri W N C� n 1 SS - SS - SS- SS - SS S SS - SS - SS - SS SS - SS ESS-ESS ESS-
rn rj M -.+-- M M EX. PAH
b 50.00' 50.00' 50.00' 50.00, 50.00' 50.00' y^�N Id Id- Id Id Id Id Id Id d Id Id Id Id Id Id Id Id N Id rj ' I� SS I SS SS I I SOO'06'46q W 81.24' -
See Above See Sheet 2 of 2 See Sheet 2 of 2
2600 2600 2600
2598 2598 2598
2596 2596 2596
2594 �I 2594 �I 2594
2592 ~ 2592 2592 o
3I ( MH#1
uj
RIM=93.23 N >
2590 2590 INV IN=82.55 2590 u
MH#2 INV OUT=82.45 EX. MH "
MH#4 RIM=93.20 J
2588 MH#5 RIM=91.49 V NV IN=83.15 2588 INV IN=81.371NV 2588 o N
RIM=91.38 INV IN=84.78 INV OUT=83.05 N
INV OUT=85.05 INV OUT=84.68 OUT=81.27
2586 2586 2586 a
N Y Z Z O
W U YZ p J N
2584 382 L 8" 2584 2584
� � w m3 wc¢i t-rn corn
CL Z Y UM ZM
2582 2582 27 LF 8 I ¢^ ~ ¢
v�i w 'o
2582 40 0 40 N
I - - SHEET N0:
HORIZONTAL SCALE: 1'=40'
2580 � � b a � � -� � b --- -� 1 of 2
CIO m o
_ See Sheet 1 of 2 See Below Keynotes
SS+ o o I 13 " SUBDIVISION BOUNDARY I�
g O a o 14 y - - - LOT LINE
S89'43'32"W 105.56'
Q24 ^ 13 STREET CENTERLINE
NORTH 101.29' - 101.71' n t a - - SECTION LINE
40 0 40 O N S8943'324 203.00' �-0 O - - - - - TOP OF BANK
-
ryry EASEMENT (IRRIGATION)
HORIZONTAL SCALE: 1"=40' 6 I —PI w PI Pi Pi `r 1 i-P R PI Pi PI PI 0
S89'43'32"W _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - EASEMENT (TYPE HERE) . rl
23.98' I ti S89'43'32"W 105.56' y�(� 41
3 3 g 86 0 0 0 0- o EXISTING FENCE �J1 J (u
O _ QJ Fri
.0 9+00 2s ° EEP EEP EEP EEP
XISTING PATHWAY o 6 N PATHWAY � ,p N ( IV+C, I `/ � EXISTING EDGE OF PAVEMENT
S6943'32W 85.80' _ _
- - ---------- - --- ----- BUILDING SETBACK .
��+c
'32"W 163.00 a EXISTING CURB AND GUTTER bA cm
S89'43'32"W 0 -- ---- _ - - - -
24.69' w w w w — w — w — w —*MH
w — w — w — w _ EaStTalhnstreetr w — w w — w — w — w — w
1+25 CONSTRUCT 3" ROLLED CURB & GUTTER
-� - i-- - - -+ - - I— - - --1- - - 1- 9+32- -1 - -� - - mMH#s7sss — ss ss -s ss — ss ss — ss — soss ss ss s�H 1 s ss —os ss H ss —os — ss — s — O CONSTRUCT 36" CONCRETE GRAVITY IRRIGATION LINE 00o # o O�' 0 � #6 � m 3 N _ �- _ _ _ —PI P, PI PI CONSTRUCT PRESSURE.IRRIGATION LINE U � N.
S89'4332"W 278.65' �- S89'43'32VW 209.19' I
1,3_.J89' 70.00' 70.00' 70.00' 54.76' 1+00 55.14' 50.00' 50.00' 54.06' - _ _ _ - - Ess Ess Ess Ess EXISTING SANITARY SEWER MAIN LINE
a S b b S c�8 I I ^ S 6bS d ss — ss ss CONSTRUCT 8" SANITARY SEWER MAIN LINE
+
See Sheet 1 of 2 v CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC
SD-511 _0K
2600 -7— 2600
Ew Ew Ew Ew EXISTING WATER MAIN LINE
7—_17— TT v
w w — w CONSTRUCT WATER MAIN LINE
2598 � F 2598 CONSTRUCT WATER SERVICE
INSTALL FIRE HYDRANT
2596 2596 EXISTING UTILITY POLE
INSTALL LED STREET LIGHT
2594 2594
iw SS EXISTING SANITARY SEWER MANHOLE
� �� �
Z INSTALL SANITARY SEWER MANHOLE a z u U
2592 -IF
H#7 i� MH#2 MH#3 2592 d�7�,t� a
RIM=92.71 MH#6 z I~ I RIM=92.99 EXISTING GRAVITY IRRIGATION BOX
o RIM=93.20 o INV OUT=83.86 (e'�o'
INV OUT=84.44 RIM=93.73 z INV IN=83.15 z �S gF
2590 INV IN=83.15 MH#1 INV OUT=83.05
�0
INV OUT=83.05
RIM=93.23 2590
INV IN=82.55
2588 INV OUT=82.45 2588
w
C
zp w
2586 ` 2586 a o
i M _ Ld
V1 = C'w
2584 ' 2t5 LF 8" �0,
� 2584 vi
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¢ ww
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12 LF 8" 60.4% 125 LF 8" 4% x O N � m o
2582 12582 "n ` o
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x w
2580 2580 O 'd o o
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n co � M N ± O FBI f.y V l Y Q
U c,
OJ Q
07
See Sheet 1 of 2 See Above Nzof
N00'05'51"E 101.01' I N ��p V I I �$ S00 O6'46"N ��, = o "of
o
3 _ m0
(Q N
CD
Zn
m 1—rA
Z
W NORTH W N N
N00'05'51"E 101.02' 3 n n n n 40 0 40 W ¢ CD
N � 7 7 T 1 �
o m C� 3766' 50.00' 50.00' 50.00' 50.00' 50.00' 40.73' HORIZONTAL SCALE: 1"=40'
O o-� ao 00'O6'46°W 328.3T o N00'06'46"E 10
0 0 o r' m >
Fg—in M M — M M —.- M - M — M —NM — N — M M ND M — M M M q— _
I I I 1 I I 1Ld
NOO'05'51"E 3 ss ss ss — ss ss 1aa.4S SIM pald 141JO > ss ss ss ss ss — ss — s — ss s 6o-0 O o J.VMH1Vd _ TTT
o I rn o
q0 3
;1H11d S00'06'46W 328.3T - 90
NOO'05'51"E 101.04' 3
N
N00'06'46"E 1C
See Sheet 1 of 2 See Above
2600 TT 2600
2598 2598
2596 2596
�i
2594 P 12594
Z ci
2592 �1 MH#6 O w
RIM=93.73 2592 o
INV IN=83.15
N INV OUT=83.0 a) .
2590 < _ _ / MH#s 1 2590 94 Lu
RIM=94.17
I INV IN=84.08
2588 ` INV OUT=84.18 2588 N
3 MH#9 J N
RIM=89.98 i `�-
2586 INV IN=85.01 2586 cl m
o
INV OUT=84.91 O z w a
O �] J mZ O J
207 F 8" 4% 2584
Li
2584
1 7 LF 8 @0 %
W� O= Q=
2582 ! 2582
40 0 40
SHEET N0:
2580 2580
HORIZONTAL SCALE: 1"=40'€
2 of 2
p N 00 01