Public Utility Plan V10 LEGEND
{I/ NOT TO SCALE
--�--�
BOUNDARY LINE
PROPOSED PEDESTRIAN RAMP
RIGHT-OF-WAY LINE
DETACHED
WITH DETACHED SIDEWALK
- -
CENTERLINE
ATEAcxeD
PROPERTY LOT LINE
H
eo oEracx
PROPOSED PEDESTRIAN RAMP
O
PROPERTY LOT LINE (ZERO LOT LINE)
DETACHED
WITH ATTACHED SIDEWALK
PHASE BOUNDARY
EP
EXISTING EDGE OF PAVEMENT
���
PROPOSED CONCRETE VALLEY GUTTER
0+00.00
CENTERLINE STATIONING
�
PROPOSED VERTICAL CURB
PROPOSED SEEPAGE BED WITH
PROPOSED ROLLED CURB
°
MONITORING WELLS
PROPOSED VERTICAL TO ROLLED CURB
TRANSITION SECTION
®
PROPOSED DROP INLET
EXISTING VERTICAL CURB
®
EXISTING DROP INLET
EXISTING ROLLED CURB
SO
PROPOSED STORM DRAIN LINE AND MANHOLE
2645
EXISTING T CONTOUR
- SD - -
EXISTING STORM DRAIN LINE AND MANHOLE
- 2644
- EXISTING 1' CONTOUR
DRAINAGE SWALE
-�
PROPOSED STREET SIGN
-----�
EXISTING STREET SIGN
PROPOSED STREET LIGHT
EXISTING STREET LIGHT
f
DIRECTION OF SURFACE FLOW
-��-
EXISTING BARACADE
HADLER SUBDIVISION
PRELIMINARY ENGINEERING PLAN
MERIDIAN, IDAHO - 2022
LOT 1 BLOCK 1 OF RESCUE RANCH SUBDIVISION,
LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 5,
T. 2 N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO
1 SHEETINDEX
1 OF 4 PE.100
PRELIMINARY ENGINEERING PLAN - STREET PLAN
2 OF 4 PE.101
PRELIMINARY STREET PROFILES
3 OF 4 PE.200
PRELIMINARY ENGINEERING PLAN - SEWER PLAN
4 OF 4 PE.201
PRELIMINARY SEWER PROFILES
2 CONSTRUCTION CONTACT
INFORMATION
ENGINEER
DEVELOPER
SURVEYOR
CIVIL INNOVATIONS, PLLC
DEVCO, LLC
IDAHO SURVEY GROUP, LLC
CONTACT: BEN THOMAS
CONTACT:JIM CONGER
CONTACT :MICHAELS.BYRNS
1043 E. PARK BLVD. STE 101
4824 W. FAIRVIEW AVE.
9955 W. EMERALD ST.
BOISE, IDAHO 83712
BOISE, ID 83706
BOISE, ID 83704
PHONE: (208) 884-8181
PHONE: (208) 336-5355
PHONE: (208) 846-8570
EMAIL: BEN@CIVIL-INNOVATIONS.COM
EMAIL: JCONGER@CONGERGROUP.COM
EMAIL: MBYRNS@IDAHOSURVEY.COM
`\ l 4 NOT TO SCALE..^.
\\ PROPOSED A�EX SOUTHEAST SUED. NO. 3 Unp acted PROPOSED AP ( SOUTHEAST SUBD. 10.3
I
o \�
s� - -+� - -+� - - ' - ;+I- - - - - -+ - - a3 _ _ +I - 10+00 + ,+. VIA RO E TO +; - - - +I- - �� - - -- -
rl.o. = o`, Ec- � a----E°-- ED T-�' Ep-a3-- - --a3�- - --a 03-- `%9 N N I " --+ IV, --2739--
E==2736- --� Ec -o ----- - - -
SF ss - - - - --
erto Ln. a " -- --
1 _ S89°52'50 E 1618.16 2
- - - - 2738- -
- Ec Ec 8CR 30', TYP E� - - - 22,539 SF
=2738 2737 - -- -2738Ec - - - - ❑ 21.5- 21.5'
IIIIIII� Illi - eLocKi 11+ 0
15 14 18 12 11 10 9 8 7 6 5 4 3 \ 2 7 W _ 2 AV \�) 5 8 7 8 9 10
4,834 SF 4,233 SF 4,204 SF 41 sO SF 3,800 SF 3,80.0 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,968 SIF d 4,468 SF 3,80 � 3*g01,SF 73,800 S ;BOOSF� 3,800 SF 3,800 SF 3,800 SF 4,000 SF
�\BC61`1=30%TVP
II,. BCR=28'
Is
11+81 W. VANTAGE POINTE DR.
BCR=33' /
III IIII I�� 17
IIII 3,885 SF = / 2 2�
4 \ � J
BCR 28' s
I
II III
V 'll
SF 0 ,07 7 3,680 SF BLZ K 3
70 22 ,012 16 17 23
0,4,,0,B8q; 4,369 SF III
21
IIII
4,671 SF 4,863 SF 4,338 SF 5,57 SF
= E Er = _
`R�e>f888�1I
.-1
BCR=48' n III
U
m
BCR=28' , IN
-
�I-
M f o o w O
BCR=28' m
I
IIII
3,800 SF
25+00
1 2 3, 4 5 / 6 7 8 9 10 11 ` 12 18 _ 15 8 \ 19 -20- 21 22 23 24 25 81 32 33 34
t4,000
f Co
,
3,350 SF 3,2'DO SF 3,200 SF 3,200 SF 3,200: SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,2 0 SIF 3 3,368 SF 00 SF 3,200 SF 3,200 SF 200 SF 3,200 SF 3'200 SF 3,200 SF 3,200 SF 3,200 SF 3,368 SF
SF 3,800 SF 3,800 SF 3,790 SFBLOCKY�BCR=48II.19
Ld
U3,3683,
/ - '17+00
I
o
IIII
�- -
C
BLOCK4 2/ o' ,g
\ /
35 36
37
° B
31800 SF/
s
14 ti�
/ /
5,979 SF 5,771 SF 38
39
I
/
°
III
/
/
93,905 SF
- - -,
5,457 SIF
5,176 SF
5,003 SF
40 4
4,277 SF -
III
W
/
-
�
41
/
m
�
II
3,800 SF
VJ
p
� / � _ � - --
-..-..-.--..-..-..-..�..-.. �..-.. � L.. f %/ BLOCK
_ l39
- 2
3 66 6 SF
R
S
g� F
° p1�
cn•010
�I'I �I
Block 1 id
-
III
z1
2a+oo
_
Rescue Ranch 29
�C
I 3-8sF
I 26
-- -- --
- ..... - 3,368 SF ubdivision z30 SF ��
- - - S
/ I pp
N89°52'36"W
313.32'
/
II
22
II �T. IB 3,800 SF 41'
I
III �K 27,
wI-I. �I
m IIII ^� a EP EP
r ill 3
EP °•---s"ec'/
IIII li -23N
a y BCR=28' \
IIII 24 \ 0
q7, 28 / �i-93---�3==2740 - C1/
27 ?7, 3,423 SF/ C2�i--
3,200 SF
27
r 26 3,219 SF'
�
3,200 SF - 'i Block i
a6 �� / 3,200Rescue Ranch Subdivision
3,373 SF 37 29 SF
3,2005E 88 3,574 SF Epp/ ;5
3,200 SF 35 A 3, 0 SF
/ /J
3,879 SF \ A o f f o o 3,200 SF 84 V //
�I� + } _ _ 10+00 _ _ 4�yy° ORION GREENS DR. - ++- - ~�_-_ _ 3,20o SF 33 �2 l /
�L _ /.
III BCR=33' f 3,200 SF 32 6Q 3,200 SF /
- - /
�
IIII 25 3.200 SF 23
4,031 SF
\ I
2737- 41 7 g 3,387 SF 1 596 3,200 SF /
�� i � � -°-
III 11. 26 BLOCK dl-BLDCK2 "\ Iq pp 22
4,13s SF _ W W - a,zo0 SF
Ic: 28 29 30 31 82 88 34 35 3fy 87 -. H � -L -2 - 3 � 5' 7 R /
2,460 F 3,330 SF 3,200 SF 3,2_U9 SF- _ 3,Z00 S� 3,200 SF 3,200 SF 3 20H J�,400 SF 1 387 w C 387 F 3,400 SF 3,200 SF �V SF 3,200 SF 3,400 SF 4, ~\ oo BCR=28' /
I , -27- - ' 11+00 3,200 SF
I I ill I / 4,898 SF 21' 3,200 SF 1U
i -z T mQIIJI� III
20
.5 �
- � --.00-11
3N8°52"W 669.21' 3,zoo sF 3,520
,520 \F
- - - - --- - - - - oa T- 2740 72
3.200 SF 13
- ..--E.a --- - _ -- 3,200 SF 6 SIF
m ,E _ - 192738 o"P 4�SF3�515
SFBlOCk /7� 18
/
/
OLaredo Estates Subdivision C pnp/7. 6'W 3`` 3,065SF n
pr7 ot� �� 42 �9' 3.065 SF �1eK�
81' RIGHT-OF-WAY i' 4,747 SIF
0 15' 21.5' 8' 21.5' 15'
Er
2' 5' 8' 2' 19' 4' 4' 19' 2' 8' S' 2'
03 1' LANDING
SIDEWALK SIDEWALK i�c�
V LANDING VERTICAL CURB AND GUTTER PER ACHD 0.5' 0.5' 6' VERTICAL CURB (NO GUTTER) PER 1' LANDING n a`Pj
SUPPLEMENTAL DETAIL SD-701 ISPWC STD. DWG. SD-701A - 8" HIGH cc r 2�g3C dr
37 PX
Mal' 1.75% 2% 2% 2% 2% 1.75% 31M
5" THICK CONCRETE ASPHALTIC PAVEMENT
SIDEWALK 3/4" MINUS CRUSHED GRAVEL
6" MINUS PIT RUN
COMPACTED STABLE SUBGRADE
5 TYPICAL COLLECTOR STREET SECTION (WITH ISLAND AND DETACHED SIDEWALKS)
NOT TO SCALE - S. PEAK AVE.
53
52
51
50
49
48
47
46
45
-44,
43
\ 42
41\
40
39
3,350 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
-4;000 SF
3,200 SF
3,200 SF
3,�00 SF
3,200 SF
3,200 SF
3,368 SF
r ,
cm_an1
NORTH
60 30 0 60 120
HORIZONTAL SCALE IN FEET
7'
5'
SIDEWALK
ROLLED CURB AND GUTTER PER ACHD
SUPPLEMENTAL DETAIL SD-702
1.75% 2%
LINE TABLE
LINE
BEARING
LENGTH
L1
S89°52'50"E
30.00
L2
S89°52'50"E
7.00
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BRG.
CHORD DIST.
Cl
12.01
225.00
3°03'27"
N88°20'52"W
12.01
C2
143.71
125.00
65*52'19"
S57°11'14"W
135.93
C3
75.80
50.00
86°51'39"
S67°40'54"W
68.75
41' RIGHT-OF-WAY
27' 7'
11.5' 2'
5' 2'
ROLLED CURB AND GUTTER PER ACED
SUPPLEMENTAL DETAIL SD-702
2%
SIDEWALK
1.75%
1' LANDING
ASPHALTIC PAVEMENT 5" THICK CONCRETE
3/4"MINUS CRUSHED GRAVEL SIDEWALK
6" MINUS PIT RUN
COMPACTED STABLE SUBGRADE
6 TYPICAL LOCAL STREET SECTION (WITH ATTACHED SIDEWALK)
NOT TO SCALE
J
y
Z
CDw °0 E
~ N �
aJ
co p a0
Y - O
Cc-LU
< W N
N_
O w o
0_ O Z 3
w m O 3
Zco 2
v a
MIJ
Z�
8888�
TONAL
ZS TE.
OF
N P .
w
w w a
a
o
o>Q
m
z ¢ o
z
� o J
�w
¢
U
z
o��
o
a
a�W
uo-
w
a
¢�o
O N U
0
� � Z
o m
z �
a z �
w ao
a J
w
a
PROJECT NO. 21-0701-HAD
DWG FILE PE.100
DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 06/28/22
HORIZ. SCALE AS SHOWN
VERT. SCALE AS SHOWN
PE.100
SHEET 1 OF 4
DACivil Innovations Projects\2021\21-0701-HADLER\200 - Construction Drawings1204 - Preliminary Plat\21-0701-HADLER-PEA 00 (ENGINEERING - STREETS).dwg
G)
y
Z�
O w �_ E
60 30
0
60
120
to N 8
� 65 o
HORIZONTAL SCALE IN FEET
m o o
6 3
0
6
12
� L c��l
VERTICAL SCALE IN FEET
W
O ui °O o_ 3
3
Zr7
v a
Z�
ENG
�S1oNAL
�� ��OZSTEh� r
62
�� TE O F I9F
��IN Po . CEO
o ¢
w w a o
~ CC O
} G m
Z ¢ O
Ed
z
o
J
¢ �w
O U
1.
p o z
�EE ao-i o
a-
a O
z
¢�o
O m U
0
� O
FZF
O m F
Z o
Q Z>i
J
Qo
m s F
m
z
Z
cm
S. ZENITH AVE.-W.
y
w
cD
CrCr
Q Q
F-Ld
�
mw
W
Cr
Q
�
Co
Lu
W
W
d
a
20.1
PROJECT NO.
21-0701-HAD
DWG FILE
PE.101
DESIGNED BY
BT
DRAWN BY
JTA
CHECKED BY
BT
ISSUE DATE
O6/28/22
HORIZ. SCALE
AS SHOWN
VERT. SCALE
AS SHOWN
PEA01
SHEET 2 OF 4
S. PEAK AVE.
PROFILE
2755
2755
z
g
0
o
�
w
�
�
w z
2750
w w
a
tors
2750
Q
>
ro ¢
m
O O
=
Crs
S
W Crs
H
J Z
OC OC
> >
O
can
om
+
m
2745
o
N
v
2745
m
}
M +M
F
�
II
II
�
�
II II
w
w
y
w
II
II
II
w
2740
2740
.00 0.01%
I
I i
FINISHED GRADE
11 �
AT CENTERLINE
2735
2735
EXISTING GROUND
AT CENTERLINE
2780
aom
am
wv
�
2780
9+50 10+00 11+00 12+00 12+50
S. STEEPLE AVE. PROFILE
2755
2755
¢
o
0
z
�
m
z
o
~
2750
2750
O_
w
O
O
�
O
J
�
j
U
m
oo
v
2745
2745
�
rmi
+
m
N
m�
o
N
�
N
O
}
II
II
¢
2740
2740
0.93%
--
.00
__
IXISTING
GROUND
AT
CENTERLINE
2735
FINISHED GRADE
2735
AT CENTERLINE
2780
ion
ion
��
2780
9+50 10+00 11+00 12+00
S. CADENCE AVE.-W. ORION GREENS DR. S. ZENITH AVE. PROFILE -STA 9+50.00 TO STA 23+50.00
2755 2755
2750
W
¢
m w
a
W
Y
2750
2745
� crs v ao
"'
�
.ate
2745
3
+
`�'"
II
II
+
�aN
"��
crs
¢
00
�Qw
�
rnm
+^
+M
�
+n ON II
II
FJ
~
�
w
II II II II
� II
II
II �
FINISHED
GRADE
m
w
F J ¢ w
F �
II w
�
w >
N
II
II
II II a w �
>�
AT CENTERLINE
m w m w
¢
F �
"'
m
¢ �
N
N
II
2740
Q
w
2740
¢
0.40%
_____
_____
__
________
0.60%
v~i
w
m
w
.00 1.85%
EXISTING GROUND
'---
--------
-
------------
-
-----__
-_ 0.42%
Pc 1o+6a.a7
AT CENTERLINE
2735
77,04 LF 18"
PVC @ 0.40%
B
+
2735
+
-
+
+
2735
SDMH 2C (48" DIA.)
2735
SDMH 2B (48' DIA.)
STA = 10+88.89, 7.91' RT
STA = 10+07.50, 8.00' RT
RIM = 2737.71
STA = 35+01.49, 7.50' RT
18" INV IN = 2731.80 (N)
RIM = 2736.98
18" INV OUT = 2731.80 (SW)
2725
18" INV IN = 2732.11 (E)
2725
18" INV OUT = 2732.11 (S)
w�
9+50 10+00 11+00 12+00 13+00 14+00 15+00 i6+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
VANTAGE POINTE DR.
-STA 23+50.00
TO STA 40+50.00
2755
2755
>
�Z
ro
O
U
2750
¢
Y
F
Y
Z
��
O
2750
m
O
Y
ro
U
U Z
O
W
0
�
U
m
�
Crs
W
d
+
JU
0¢C
O t^O
ul
f+J
2745
2745
�
}
+ice
"'
II
II
um-
�
�co^
m
II
II
a
II
w
II
a�
EXISTING GROUND
�
II
F
J
y
w
AT CENTERLINE
mw
mw m
2740
2740
2735
LF 18" PVC @ 0.41
2735
39.00
%
0 42%
FINISHED GRADE
12"
SO
+
AT CENTERLINE
o
+
+
2780
SDMH 2B (48" DIA.) SDMH 2A (46' DIA.)
2780
STA = 35+01.49, 7.50' RT STA = 35+44.49, 7.50' RT
STA = 10+07.50, 8.00' RT RIM = 2736.77
RIM = 2736.98 12" INV IN = 2732.77 (N)
18" INV IN = 2732.11 (E) 12" INV IN = 2732.77 (S)
2725
18" INV OUT = 2732.11 (S) 18" INV OUT = 2732.27 (W)
2725
�^
m^
m�
oW
NN
m'n
No
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50
D:\Civil Innovations Pmjects\2021\21-0701-HADLER\200 -Construction Drawings\204 -Preliminary Plat\21-0701 -HADLER-PE.1 00 (ENGINEERING - STREETS).fiwg
1 OVERALLLEGENO
NOT TO SCALE
--�--�
BOUNDARY LINE
RIGHT-OF-WAY LINE
CENTERLINE
PROPERTY LOT LINE
O
PROPERTY LOT LINE (ZERO SETBACK)
EP
EXISTING EDGE OF PAVEMENT
PROPOSED VERTICAL CURB
PROPOSED ROLLED CURB
PROPOSED VERTICAL TO ROLLED CURB
TRANSITION SECTION
EXISTING VERTICAL CURB
EXISTING ROLLED CURB
- 5`4SS
EXISTING 5' CONTOUR
- 7644
EXISTING P CONTOUR
DRAINAGE SWALE
-�
PROPOSED STREET SIGN
EXISTING STREET SIGN
I^s
'
PROPOSED STREET LIGHT
F
EXISTING STREET LIGHT
PROPOSED PEDESTRIAN RAMP
DETACHED
WITH DETACHED SIDEWALK
ArraGHED }`
',; oeracHso
PROPOSED PEDESTRIAN RAMP
.. DETACHED
WITH ATTACHED SIDEWALK
PROPOSED CONCRETE VALLEY GUTTER
STORM DRAIN LEGEND
PROPOSED SEEPAGE BED WITH
= MONITORING WELLS
®
PROPOSED DROP INLET
®
EXISTING DROP INLET
SO
PROPOSED STORM DRAIN LINE AND MANHOLE
SD
EXISTING STORM DRAIN LINE AND MANHOLE
--U-W PROPOSED WATER LINE AND VALVE
-�W EXISTING WATER LINE AND VALVE
PROPOSED DOUBLE WATER METER SERVICE LINE
PROPOSED SINGLE WATER METER SERVICE LINE
EXISTING DOUBLE WATER METER SERVICE LINE
EXISTING SINGLE WATER METER SERVICE LINE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
SEWER LEGEND
10
SS- PROPOSED SEWER LINE AND STATION
SS - PROPOSED SANITARY SEWER LINE AND MANHOLE
-0-L SS - PROPOSED SANITARY SEWER LINE AND SERVICE
- SS - EXISTING SEWER LINE AND MANHOLE
- L SS - EXISTING SEWER LINE AND SERVICE
GRAVITY IRRIGATION LEGEND
--Lj�-GIRR- PROPOSED GRAVITY IRRIGATION LINE AND BOX
- GIRR - EXISTING GRAVITY IRRGATION LINE
PRESSURE IRRIGATION LEGEND
PIRR- PROPOSED PRESSURE IRRIGATION LINE AND VALVE
--@-1-PIRR-- EXISTING PRESSURE IRRIGATION LINE, SERVICE LINE
AND VALVE
HADLER SUBDIVISION
PRELIMINARY ENGINEERING PLAN
MERIDIAN, IDAHO - 2022
LOT 1 BLOCK 1 OF RESCUE RANCH SUBDIVISION,
LOCATED IN THE N 112 OF THE SW 1/4 OF SECTION 5,
T. 2 N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO
I
IXTHEAST
PROPOSED A SOUSUBD.N0.3
-
P ROPOSED AP SOUTHEAST SUBD. 0.3
� � I Unp attea
----------- ------------ -
-------
----------- EXIST. SSMH
E. VIA ROBERTO LN. 40.0 Drainage
- - - - - easement per Laredo-�
-----of°'---Estates Subdivision
S89,5215011E 1618.16' - -
----------------------------------------- - /
--
®-----
�15. 0' City of Meridian � �_-- -7
10. 0' WIde�Publlc Sewer Easement 10.0' Idaho Power
_ _ _ _ ti
a - ° ut�iliti�tiond easem enter Easement per Inst. - -ice -
-E°==2I gE°--- No- 9290249 °'�--
_ - -
-
-
erto ILL. _L
rw'n�n 'nnr
NOT TO SCALE
10.0' Wide Rsdblic
u tilitles, drainage and 1-5 C�=tT fttq-ot Mer.rd+_ o
rrigaflon easement _2539_
Sewer Easement
,,2738==�_
-
-
Ec
-=E�=---
PIRR
PIRR
P e
Es
El _-
�c
-
2
IPIRR
PIR
PIRR
PIRR
PIRR
-
_
PIRR - \ PIgR
-
m2BLOCK7
��-2737
-
- -
-
-
-
-2738-
-
- -
-
E�
ur"`
14
\
/�
3�15
SF
13
4,204 SF
12
4,480 SF
-11
3,800SP
10
3,800 SF
9
3,800 SF
8
3,800 SF
7
3,800 SF
6
3,800 SF
5
3,800 SF
4
3,800 SF
3,3,968
JIF
2
SF
y
2'Ef
4,468 SF
3,80
�
S-A0OSF
5
-,>3,800 S
6
;80OSF
7
3,800 SF
8
3,800 SF
9
3,800 SF
10
4,000 SF
s 1
SF
12
4,000 SF
13
3,800 SF
14
4,400 SF
15
3,800 SF
16
3,807 SF
17
18
19
234233
3,680 SF
BLO
K 3
IIII
10.0' Wide Public
utilities, drainage
and
-----
--�
7
_
_
J
�� I
3,887 SF
4,073 SF
4,367 SF
20
4,671 SF
21
q,g635F
22
4,338 SF
2
5,57
SF
IIII
Irrigation easem
nt
h;a
SSMH
/
SSMH3
As
�i
I
III
1-1
s
°SS
ss
ss
s s
-
-
ss
-
-
-
-
-
-
-
W. VANTAGE POINTE DR.
5
-
-
5
-
ss
-
O
55
I I
I
O°
3,885SF
J�
/
SSMH
1
i
SSMH
14
s _
ss
ss
;s
II
SSCO27
--
SSMH
5
1�^
;r,
/
\
-2739'
SSMH
SSMH 15
14 -� _
--�--15
ii w
w
8311111H6
III
'1
13
L
- -
-
L
S3111111116
3,800 SF
1
\ 2
8
8F
4
5 /
6
7
8
9
10
-� 11
12
73
15
16
17 18
19
-20-
21
22
23
24
25
31
32
88
84
IIII
V
3,350 SF
3,2a0 SF
3,200
3,200 SF
3,200SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,20� SF
\3,
3,388 SF
3,368 SF
3,200 SF
3,200 SF 3,200
SF
:,,200 SF
3,200 SF
3'200 SF
3,200 SF
3,200 SF
3,200 SF
3,368 SF
4,000 SF
3,800 SF
3,800 SF
3,790 SF
IIII
BLOCK 1
//
_
IIIII
1
�'
19
�huig
A
BLOCK
85
36
/
C
of
3,800 SF/
C
-
14
SSMH
17
5,979 SF
5,771 SF
87
88
39
I
m
z
�'
=4L
93,905 SF
-PIRR
5,457 SF
5,176 SF
40
/
4
/
a
o
o
i
axrR
PIR PIRR
PIRR
PIRR
R
PIRR
PIRR
PwR
5.003 SF
4,277 SF
5.44
SF
I
g
N
al
20
-
--
41
/
m_,'.�
3,800 SF
°
rn
-
/
O
BLOCK -
- 2 13g
3,868 SF
R
roCI
11 0105
.-..-..-..-.
..�.. -..
�.\ ..
..-..
..-..-..-..
.. ..- >
9956 SF
IIII
I
2129
_
Block 1.
�PIRRPIRR
-
II
Rescue Ranch
PI
-N89°52'36"W
RR
asoo3FP-1
.....
--P -
- -
Subdivisions3sssF
26
30
a, SF
2
313.321
N�
-
RR'-
bRnPIRR
PIR
"
III IIIII
� �
28
--
-_--
---
Cl//
s
3,423 SIF /
C2
IIIII
.I
3,800 SIP
� �
3,200 SF
°
27 /
nq
3,219 SF'
IIIII
Ea Ea
33
52
51
50
49
48
47
45
45
J14,
43
42
41\
40
39
28
�
IIII
r
°i
23 (
/
3,350 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
-4;000 SF
3,200 SF
3,200
SF 3,�00
SF 3,200 SF
3,200 SF
3,368 SF
3,2O0SF
y��
28
/ /
/
i
Block
��Snn crF
SSMH 7
�
/
I
z
%
33
3,373 SF
3 0 SF
/
/ /
Rescue
Ranch Subdivision
�j
37
29
/ /
Ile
r
1
I
3,200 SF 36
3,5749SF �o; Z 3
II
+.
243�
10 0
3, SF
'
320 SF 34
r
/
ORION UREENS DR.- _ _ _ _ 3,zoo sF 33 324
3,200 SF
ss ss s ,200 SF
SSMH 8 ss 23 24 25==� ss s 26 ss 27 32
R
25
4,031 SF 3,200 SF
- - I t. '. ?8 i � 387 SF 30 23
_ ' ss s .311111111110 J SSMH 11 H, 3,87 1,597 3,200 SIF
SSMH 9 2737- �� �
' ..: 26 BLOCK I ' Wdo Ill
4,136SF '% --BLDCK2 ?9 H' 3,200 SF M? //
29 30 31 32 33 34 35 a 87 --1 -2 - 8 5� 7 /
`g 3,330 SF 3,200 SF 3,290 SF -3,200 SF- .200 SF 3,200 SF_ 32005 ,i_,400 SF 1 387 387 F 3,400 SF 3,200 SF 3d SF 3,200 SF 3,400 SF 4, /S� /qft
BLOCK 1 y / 3� SSMH 13 21 / / / cmuxxovanoxs
�I 2z - - - - 1 3.200 SF - 3,200 SF / / / NORTH
A ,d0 s .
4,898 SIF 3,200 SF ry
10
-2740 °^ /
Plm PI PIRq PIS PIRR PRq 0 �0 60 30 o so 120
PIRR ' PI PIRR
- - , N89052'36"W 669.21' v . 3,zoSF -o sF SSMH 12 3,520 SF /
- - - - - - SSC01- - _ - - - - 12 / g� W HORIZONTAL SCALE IN FEET
03 - - - s3 - ca - 'a - - 9d Z�----��3 � oa oa T- 2740-J � `° 3,200 SF 13
39 8 /ii
LINE TABLE
LINE
BEARING
LENGTH
L1
S8952'50"E
30.00
L2
S89'52'50"E
7.00
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BRG.
CHORD DIST.
C1
12.01
225.00
3'OS27"
N88°20'52"W
12.01
C2
143.71
125.00
65°52'19"
S57°11'14"W
135.93
C3
75.80
50.00
86'51'39"
S6T40'54"W
68.75
v
rrrJ
rrrri
911
co
Z�
E
~ N
C!J
_ > QpPCm
aJ
1J7 p a0
Y - O
W
< N
N
O w
d O Z 3
ZCD3
m
co r7 2
o �
ZT
rrrJ
T,ONAL
�4�OZS TE,
OF
w
w w a
a
o
V5
m
z ¢ o
z
o J
U
Z
p U
O
¢ d 2
a�W
ti
w
a
��o
O N O
0
� � Z
z
BE
a z �
w ao
�N� IIIII=
- - - - - Ec - - EG - - �_ _ Es - - - - Ec - - - - - Ec - - cc _ _ " �� 3,200 SF 1
2738=9
---------- - /^
Q- -o11P "I -- �\ 3,19 SF 15
Block 1 E� �V885 �M6SF
Cqv 31,1 -2141- 16 / PROJECT NO. 21-0701-HAD
Laredo Estates Subdivision, 4V 3� Pm 3,065 SF 17 /
� '� O/7 BLOCK � / / ( DWG FILE PE.200
3,065 SF 18
4,747SIF / / DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
E0>n _ 1 R2
ISSUE DATE 06/28/22
t'- 22¢� � HORIZ. SCALE AS SHOWN
z_ VERT. SCALE AS SHOWN
KIN
SHEET 3 OF 4
DACivil Innovations Projects\2021\21-0701-HADLER\200 - Construction Drawingst204 - Preliminary Plat\21-0701-HADLER-PE.200 (ENGINEERING - SEWER).dwg
n
co
Z
w °�
O ~ N �
w
_
M O -
> � ao
mom
aJ
Y - O
CC LLI N
N_
¢
d O Z 3
m
O w
Lu O 3
2
Zr7
v a
Z�
LIJ
ENG
�S1oNAL
62
�� TE O F x
�I
IN P. CEO
o
a
OC U
O
H O Z
CC O
Z F
O } Q
m
z z o
z
o?
60 30 0 60 120
0 0
0
z
p
00
o
z
HORIZONTAL SCALE IN FEET
o w EE
w
g
6 3 0 6 12
>¢ w
¢
em
aoz
o
VERTICAL SCALE IN FEET
om�z
Ft
a z �
a o
�sF
N
z
Z
y
N
J
= CD
o
=
d
Q Q
p
c[
M
W
w
w
ZQ
---
y o
}
-
z
-
2E
�
rl-
W
w
d
a
PROJECT NO.
21-0701-HAD
DWG FILE
PE.201
DESIGNED BY
BT
DRAWN BY
JTA
CHECKED BY
BT
ISSUE DATE
06/28/22
HORIZ. SCALE
AS SHOWN
VERT. SCALE
AS SHOWN
HIM
SHEET 4 OF 4
8-INCH SEWER - THRU COMMON LOT PROFILE
2745 2745
FINISHED
GRADE AT
PIPE
CENTERLINE
2740
2740
v
EXISTING
GROUND AT
PIPE CENTERLINE
2735
2735
2730
2730
2725
2725
2720
(
2720
--------�
SSMH 1 (48' DIA.)
_-------L I
STA = 11 +84.50 (N)
EXIST. SSMH 160' DIA.)
STA = 10+00.00 (E/W)
STA = 10+00.00
RIM = 2737.16
8" INV IN = 2721.36 (W)
2715
RIM = 2741.17
8" INV IN = 2721.36 (E)
2715
8" INV IN = 2718.90 (S)
EXIST.15" INV IN = 2718.32 (E)
8" INV OUT = 2721.26 (N)
EXIST. 15"INV OUT = 2718.22 (N)
9+50 10+00 11+00 12+00
8-INCH SEWER - W. VANTAGE POINTE DR._S. ZENITH AVE.-W. ORION GREENS DR. PROFILE -STA 9+50.00 TO STA 23+50.00
2745 2745
FINISHED GRADE AT
PIPE CENTERLINE
2740
2740
2735
EXISTING GROUND
AT
2735
PIPE CENTERLINE
2730
2730
27.65 LF 8" PVC @
LF 8" PVC @ 0.42%
426.'04
26.89 LF 8" PVC @ 0.41% 32.19 LF 8" PVC @ 0.40%
2725
27pp
SSMH 9 (48' DIA.)
STA = 22+46.06
RIM = 2736.23
8" INV IN = 2727.06 (E)
8" INV OUT = 2726.96 (NW)
SSMH 8 (48' DIA.) SSMH 7 (46' DIA.) SSMH 6 (48" DIA.)
STA = 22+14.41 STA = 19+65.14 SSMH 5 (48" DIA.)
STA = 21+84.37 SSMH 4 (48" DIA.)
RIM = 2736.12 RIM = 2736.04 STA = 19+34.25
RIM = 2735.91 STA = 18+98.06
8" INV IN = 2726.84 (SE) g" INV IN = 2726.63 (SE) 8" INV IN = 2725.66 (S) RIM = 2736.20
8" INV OUT = 2726.74 (NW) 8" INV IN = 2725.45 (SW) RIM = 2736.46
8" INV OUT = 2726.53 (N) 8" INV OUT = 2725.56 (NE) 8" INV IN = 2725.22 (SW)
8" INV OUT = 2725.35 (NE)-g�� INV OUT = 2725.12 (E)
SSMH 3 (48" DIA.)
STA = 15+98.87
RIM = 2737.64
8" INV IN = 2723.93 (W)
8" INV OUT = 2723.83 (E)
2725
2720
SSMH 2 (48" DIA.)
STA = 12+82.51
SI NV IN7382722.58
8" INV OUT = 2722.48
SSMH 1 (48" DIA.)
STA = 10+00.00 (E/W)
STA = 11 +84.50 (N)
RIM = 2737.16
(W)
(E)
8" INV IN = 2721.36 (W)
8" INV IN = 2721.36 (E)
2715
8" INV OUT =
2721.26 (N)
2715
23+50 23+00 22+00 21+00 20+00 19+00 18+00 17+00 i6+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
8-INCH SEWER - S. ZENITH AVE.-W. ORION GREENS DR. PROFILE -STA 23+50.00 TO STA 31 +00.00
z7as 2745
FINISHED GRADE AT
PIPE CENTERLINE
2740 2740
2735
EXISTING
GROUND AT
38.96 LF 8" PVC
@ 0.62%
2735
PIPE CENTERLINE
2780
2
SSMH 13 (48" DIA.)
2780
SSMH 11 (48' DIA.)
SSMH 12 (46' DIA.) STA = 30+64.07
SSMH 10 (48" DIA.)
STA = 27+53.15
STA = 30+21.12 RIM = 2739.33
RIM = 2739.55
STA = 25+13.99 (E/W)
RIM = 2738.38
8" INV OUT = 2730.66
8" INV IN = 2730.42 (E)
�
STA = 10+00.00 (S)
8" INV IN = 2729.26 (E)
4" INV IN = 2730.99 (E)
8" INV OUT = 2730.32 �
2725
RIM = 2737.35
8" INV OUT = 2729.16 (W)
4" INV IN = 2730.75 (S)
2725
8" INV IN = 2728.22 (E)
8" INV IN = 2728.22 (S)
8" INV OUT = 2728.12 �
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
8-INCH SEWER - W. VANTAGE POINTE DR. PROFILE
2745 2745
EXISTING GROUND AT--\\
PIPE CENTERLINE
FINISHED
GRADE AT
2740
PIPE CENTERLINE
2740
2735
2735
2730
2730
SSCO
2 (T-TYPE)
SSMH 16 (48" OIL)
STA
= 15+35.38
SSMH 15 (48" DIA.)
STA = 13+74.74
RIM
= 2739.45
STA = 12+19.99
RIM = 2738.07
8" INV
OUT = 2730.78
�
2725
RIM = 2737.51
8" INV IN = 2729.40 (E)
2725
8" INV IN = 2728.68 (E)
8" INV OUT = 2729.30 (�
20.53 LF
8" PVC @ 3.36%
8" INV OUT = 2728.58 (N!)
�
SSMH 14 (48" DIA.)
STA = 10+24.53 (F,NJ)
P720
STA = 10+00.00 (S)
Y720
SSMH 1 (48"
DIA.)
RIM = 2737.04
STA = 10+00.00
(E/VV)
8" INV IN = 2722.15 (E)
STA = 11 +84.50
(N)
8" INV IN = 2722.15 (S)
RIM = 2737.16
8" INV OUT = 2722.05 (W)
8" INV IN = 2721.36
(W)
2715
g�� INV IN = 2721.36 (E)
2715
L--,+"
8" INV OUT = 2721.26 (N)
10+00 11+00 12+00 13+00 14+00 15+00 15+50
8-INCH SEWER - S. STEEPLE AVE. PROFILE
z7as
z74s
EXISTING GROUND AT
PIPE CENTERLINE
FINISHED GRADE AT
z740
PIPE CENTERLINE
z740
2735
2735
2780
2780
SSC01 IT -TYPE)
STA = 11 +16.00
SSMH 10 (48' DIA.)
RIM = 2738.36
2725
STA = 10+00.00 (S)
STA = 25+13.99 (E/W)
8" INV OUT = 2729.69 (N)
2725
RIM = 2737.35
8" INV IN = 2728.22 (E)
8" INV IN = 2728.22 (S)
8" INV OUT = 2728.12 (W)
9+50 10+00 11+00 11+50
8-INCH SEWER - S. CADENCE AVE. PROFILE
2745 2745
FINISHED GRADE
AT
PIPE CENTERLINE
2740
2740
--------
---
------------T\
`EXISTING
GROUND AT
PIPE
CENTERLINE
2785
2785
2730
2730
SSMH 18
(48' DIA.)
STA = 13+99.61
RIM = 2739.22
8" INV OUT
= 2730.55 (NE)
2725
2725
SSMH 17 (48' DIA.)
STA = 10+91.81
2720
SSMH 14 (46" DIA.)
STA = 10+00.00 (S)
STA = 10+24.53 (E/W)
RIM = 2737.88
g" INV IN = 2725.75 (SW)
8" INV OUT = 2725.65 (N)
2720
RIM = 2737.04
8" INV IN = 2722.15 (E)
8" INV IN = 2722.15 (S)
8" NV OUT = 2722.05 (W)
9+50 10+00 11+00 12+00 13+00 14+00 14+50
D:\Civil Innovations Pmjects\2021\21-0701-HADLER\200 -Construction Drawings\204 -Preliminary Plat\21-0701-HADLER-PE.200 (ENGINEERING - SEWER).dwg