CC - Preliminary Plat PRELIMINARY PLAT FOR
BOUNDARY LEGENDilos /"��
VAIN KACH A
POINT ESTATES MUB
SILVERWATER NORTH I - Subdivision Boundary Line -SU D ION LACI S RI GS7'.70000op
0
- Section Line SUBDIVISION
ARESUBDIVISIONNO. PRO,JECT J-U-E3 ENGINEERS, INC.OF LOT 24, BLOCK 7 OF SILVERWATER 3 SUBDIVISION - - - - Center Line I
LOCATION uBDnnsloN
•
SITUATED IN THE NORTHWESTQUARTEROF THE - Right-of-Way Line M
1 ()LINE TABLE NORTHEAST QUARTER OF SECTION 30, 2 ORY R d. .
--- - - Existing Parcel Line Q Z > qt
LINE# DIRECTION I esm LENGTH TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN Section corner Q C) M wL1 ° , - - o
SIL A 0 p �M
S44 42 54 W 7.07 CITYOF MERIDIAN , - Quarter-Section Corner _SIL SUBDIVISION w p t-
ADA COUNTY, IDAHO W o � . o
L2 N45 16 21 W 28.28 0 100 200 /2 Rebar NO 1 _ NO. 3 T IL Y o �� O M � CO
e f ff f
1
SUBDIVISION
p - Found 1 VILLAGE �� W = N V
2016 s z 00 � M =
p N o .
L3 S89°43'39"W 43.00' Q Found 5/8" Rebar o� (� N � � . . N
L4 S44°43'39"W 28.28' I
11 drI111111111111111J Z m -" x
• N = LL
SCALE IN FEET sICILY _ RosELEAF I I"V Cn
L5 N45°16'21"W 28.28'
UD 1N SBD SIN - m ® eO a"
1.
� N m
L6 S89°43'39"W 43.00' - Q
I I I I I I I I I I 1-91111
L7 S44°43'39"W 28.28'
I �' 11 � 0j 1( 11 I rTr-N ,[H
VICINITY MAP
SCALE: 1"=800' N L
� I 11 1 NOTES:
I o rfR
II I { 1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM.
I. I 2. ALL STREETS PROPOSED IN THIS DEVELOPMENT ARE PUBLIC STREETS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA
II COUNTY HIGHWAY DISTRICT (ACHD) STANDARDS FOR PUBLIC STREETS WITH A MINIMUM .GRADIENT OF 0.40%.
r d
� 0 1
I � 9 P
0
1 I II 1 3. ALL LOTS ARE RESIDENTIAL BUILDING LOTS EXCEPT LOT 32, BLOCK 7 WHICH IS A COMMON AREA\DRAINAGE STORAGE LOT. ,y lF OF `®
(I � �`� 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO °SCAT T W ONO .
,�®ice`' I. { Z G�� ONSITE STORAGE FACILITIES. .
t\O� . O �� I II P������ 5. PUBLIC UTILITIES SHALL INCLUDE WATER SEWER ELECTRIC POWER NATURAL GAS TELEPHONE AND CABLE TELEVISION.
SQ.O� rem / � w6 ,
\Qo`e�d�J�S` 4,0c I �, I 6. THIS SUBDIVISION WILL RECEIVE PRESSURIZED IRRIGATION FROM THE EXISTING SILVERWATER PRESSURE IRRIGATION SYSTEM AND
G D_ i I SHALL BE MAINTAINED AND OPERATED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT. w
I I' z I � 0
1 1 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, "NO AGRICULTURAL o w z w
. {. 1I OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHAH_ BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY w 1 a
I CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR ~ 07 w � oC
x _ MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR o ui 0_ Q
':
` �' _.,.. WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR a 2 �
Basis of Bearin 1 ° ` „° - NEGLIGENT OPERATION OF AN AGRICULTURALOPERATION, AGRICULTURAL FACILITY O EXPANSION THEREOF."~_ _
A
- _...... ...._.. ....._ _ ._..... ..._... ..._. ...
m
..1 I :. ._ ......_ _.._ ._.... ...... _... . �..._
1
i
CD
i `"., T^H
, "'.,,,: . ,. ..,,....,,._„`:':+..f.....t r -'w"•�s ._ tea,._� �- _� k� _.v-\.. + __ _ -- .....--aa.a.... I l t_t...",rl vk. Z//•O.-�-
N89 42 r - - - .,.,.. = G- -- - :::�... w ,_,._, .,........ _ . ..- ...__. ....._. _ ...._. ....._ ........ ........._ _.~ . �; . - 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE CITY OF MERIDIAN. V/ i-f- w
�� ,.M., >.. _.. .
_ _ __.. zo _
x._ __ .......... ....._ _..._ _.
.� �
_ _ _
245 _ _,..... _...._ ` ;� .,�.
�._.
s __ a: s �. ..._. / \. ,..�._.. _...... ._ _ ,o• O Z ww
-. _..... _ __ _.. .-- _.. ,;...... . 9. SANITARY SEWER COLLECTION SHALL B PROVIDED BY THE CITY OF MERIDIAN.
r _.
....
Z O
µ
..a rsxf,;;; ws»x. .,w:v.«. S•fj ................._,.......w...;..., -... (1
.. ,.,,... ......y. ......... v. .,. .., r.[.,
.• , �,. /. -�c.._:. .......... ,.:...... ,h... »,..�.,, .-£..: ...E.� .,,,„....
....,...
..vnvnvvn
_._, } ♦
(n
�� � tcta t.> _� , t � t. ., ..: . ...: .�......_: ;.� � �_.� . ... .... _ _..._. ,:t. .. .......... . ........ 2640.01 � o _
-//�/,4 .... � ,Y �..; .Rd. , ,.. .. �f ._ a .. __�. W�.... ....._.. f.�_ ... ..... ...... ....... ..N89 42 09. E_ f� sY�.�.. 3
............. r .. ). � ....'ate- v f v.., .....: ..,...... .k..... ...f......., ....,..�x..,�.✓fi ...... .,.,._.... _... .... S Y �'' ,_,.,._...+'..> ....-- w.
v ,. ....... ..........x.......... ... .....«..,.. »..,.wn „~..,... ;. ......v... .......,a,i.,,,,.«.., ....,,.,.. , .,...a ,..,v.....:.... ............. ......... .......... .....•.. -,.... .a�f .. ,...,.,-. .. ......... Y Y �' 4 � -YGL
,,. ........ .......... ..t. ..._... r. «.�;:;,'�:ra>, c .,,_.. -__.._�__ w's \. >st .§Y ex s x`X -s i x. xY x` Q f^
`. ........ ... .. ...... V,
-- - c - :.:-...-"....-.< , 1
. ._..., _._ ^ _. a _ 10. PROJECT SHALL BE PIPED WHERE CROSS ROADWAYS STRUCTURES w
_.... �._.. _. �.. r,...� ..... ...:.:. __; _,- .�. _.�, �,-.._ _.__ .... . ........ ...... ....... ......:. ......._ ,......... .......... ....... ......._ ..,_� .__._. .,_. ........ ..:.... ........ _.._ DITCHES THROUGH THE PR ALL IP THEY ROAD AY WITH ALL LOCATED z O
__, _.. r , , % � ,� t $ : _ o `-', .a 67 r. - - 30 29 - - w
IRRIGATION
1.
_, ._. .... -. .
_�_ _.4 . ,, ,,!. . � �- ..`.: ..:. �,.:a �,�.._.�, _ EYO D ANY UBLIC RIGHT OF AY. �
F _... ., 46 .35 ,r.. t .., __... ....................... ... t. . , _......... .......... .......... ...... ., to
0
M. ,- . , --- -
__ O
25 3 ,
i_ > Z
~ t ~
,,
r' O a
w�.,,.,.
........................................................... _ T
........... . .. . m -. - _ - - - - - - _ _ w.. ----...... ........ ,
° _ _ ��
.,i --� .. = .` "...:.... ......... . _ ____ .w:..,: ....._ ..... .� ......... ......... ........ w...... w�.... .. .� _ t .. 11. LANDSCAPED COMMON LOTS ARE LOCATED THROUGHOUT THE PROJECT AND ARE IDENTIFIED ON THE PLAN. THESE
:,,,. �, � ..,....�,.. ,._., . .... .... .... ... .�.. __ .... ......... ....... -� %5 r 7 � t �^� ESE LOTS SHALL BE �/
..... .......__ _..__ . _~~/__.__�_ _ _ ... f _ w
w
... ,, .,
T ,
... .^ .: .. .. .... .:. .„ ^t, ,,,, .,:,......., ........ .:. OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. w
rr _....,...... _ ....... w [
___..._ _,..._ _ _..... _ - ... .._ -
, / r , , f , , -- �,.._. €�� # •_.-,.,_..w...._,.yam................._. ���-...� .._ ._..... A F -
11 f F _ _ _... _ - _ .... __. W w O O
___�.,_...... ..
a
:: /
/.. / _.�.. ...1., , ..., .. .. ..._.»... .......... .......... .......... .......... .......... .... .:_--- t is f . Z \./
P _._. ._ _
... ..... .. .•,�..: ::.•:, _. .._.....; : : 12. BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE WITH THE CITY OF MERIDIAN STANDARDS IN EFFECT t7
' o�nt of Be Inn�n .. : _ :.:. 3 37 :
,� g g .. . .�....�....._. .._ .__:�.,. ..._N89 42 09 E-..�,57 �� Z a o �n
FM s
.........,.,.,................... a ./., , F .. ......... .......... ............ ......... I
w.. f ., __: w _.._._ _ _ �_ , __ ........: ......... ....... ,. AT THE TIME OF DEVELOPMENT. �- w
1 : F ,_ _. _ _... __.. ........_ , ........_ .......... .......... ........
t / / F r. .f - _ _w.. :: s ........_ ----:.......... .......... . • ___ _ _ _ __ .._ _... t ? � 0 W 0'
/ - 39.6 - -- -- - - _ - --
_ .._. _ 152.7_ _ ._._.__. 75.6 ._ _____£ _75.6 - _152.9 - _ _...... _. .......... ..........7- -
-- -- - .-- - -
_ _
3 _� ..>..
f F s ,.�."r-. .......... .... ........ .._..,.,. .......,.. _.....-., ...... .......,., ......«.. ,..... ,,.... -�- i =
Z O
/r £ /. , , e i , .----_ ......... ......... Ak"
..... ....w.... ...--..--. .-..:...-. .-.-...... .......... «_...... .._:..... ......... .....:.. ...:. .....,... .......» ...:. .......... ,.,...._ ..,.,.... .......... ......... ........... .,........ .,........ .....,.... .......... .......... ........,� S - -
\ y. f r- Ff __... _.... ....... .. _ . _....._ .....__. .......... .......... _ _ _.._ . ,........ .. _ .. ;.......... . I , , 13. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE � 0
' ,.. \ / / i F' f r,. _...._.. .-.-...... ........_ __�__ _-,,..... ......... ... -.,,,. .......,_ ._...... ......._ / a �_ _ �
- ,,, / % ;1
v � I s r / , i ` EXISTING =f - z Z _
wW" f` I I I I RE SUBDIVISION w Q
:. 1 F 1 /w
W
I - I •0 �, r € M4pa. �
.,� y� ,
/ s f O) `' ' EXISTING - .....__ :_..... .... UTILITY r �
•� ;, r
�- `` :; J I I / I; 14. THE OWNER SHALL COMPLY WITH IDAHO CODE SECTION 31-3805 OR ITS PROVISIONS THAT MAY APPLY TO IRRIGATION RIGHTS. `n
s ffr /f N rr f f O UTILITY/ ' ; I EASEMENT r I �r-,I { ' 0 Q w o z
-1 I'll " ' - W
<^ - F. F N ' PRESSURE 29 ; F ;h 3f I +; 1 f 1 15. A STORMWATER DRAINAGE EASEMENT SHALL BE RESERVED ON THE DRAINAGE LOTS FOR THE BENEFIT OF ACHD. LANDSCAPING w a
i ,_ _ _t ,� .r f tV o� :}, ;a 'c�: �� 1� I /' t / cA O-
• :.= ti _..., c� r� N :. Block 7 f W_o
to ." . �_: _ _ r �,e ` , N� IRRIGATION 11277 sf �.cv , cv 11297 sf N 3{R. �, OVER SAID LOTS SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND ACHD SHALL PROVIDE HEAVY MAINTENANCE OF _w _
_.._.. .....- 'c'
5 ''�� i' / ; O N F�-' EASEMENT I t; , ,- s �4 f ' ' =a 'S
.,, _~.
„ -
_. 1 I ION�,p /`
-. ._. -`., .r- , 30 , 1 35 / 37 II £ : �: , THE STORM DRAINAGE FACILITIES AS DEFINED IN THE COVENANTS, CONDIT ONS AND RESTRICTIONS FOR SILVERWATER SUBDIVIS z
_,, {.
^_ .,...._ .._... .4 " r / - I Block / �`';11)- £ t f ' // €f _ - '
�.,. �{ " / 0 I _ � 14670 sf i 14672 sf 14863 sf l I., I i 1 16. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP NO. 16001 CO2345 H. COMMUNITY PANEL NO. 0234 H.
__ `� "" =,` , ' » F' j 28 ;; ` i � f7 i" I I I - WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA.
_ ;I J ,- N 48 49 14 E / r F f • 11646 sf 4 ' I 44.0'r;q,,, ( I k I I
/ '~�. ,- !
-.__.
__ _ 33 83
4 .0 �;��:� ,; ;�� EXISTING 1
t.
_...._ ,
0 =
12. .
_ 5z �_
� ,ti UTILITY � � I �
_.. '/ I
.�.-. • _.._.....,"....-...,................:: . ,.,_.. ... - s Ni� / s `I' Rs, EASEMENT I I
_. _, h
�. f 5 9, ate' I- ,f .- ° .8 _ '° i , ` ... LAND USE SUMMARY
__ ........ 9 I.
{ _- ,� f i ti 105. I ,� 10 I W E, TOTAL AREA: 4. 2 Ac. OWNERDEVELOPER C�
r,
r ,
_.N,.. �.... rr '� - • tit. ':.: ` :f Q f, K4� I w / c , ..,
- .�_. . _ _ _. -- �, �, - 14 0 ME INC. ENT
34 R5°. ' F r CORY BARYON HOMES, TRILOGY DEVELOPMENT =
a i _._" '"`"., /'9 `' '; £ - }€ x° 4 Sf Fk. .� t� I i I `� S.
v , u'� .,,. £I d
s 843 I,(')I '
ALL LOTS
,., '. ......._............:::::::::::. ;: _ . M _ - 1 00 // ",_ s 00 ,, I { � :; � � RESIDENTIAL LOTS: 13 LOTS PO BOX 369 SHAWN BROWNLEE Q
f" _- _. 1 27 31 38
_......:k........ �- M -+� EXISTING 1, MERIDIAN, ID 8368 S. T �/�/`/ .. _. "' ' _ x i� .:< - i I D_ 18 f �- C X _ S: ® V J
f '`/ 9410 sf a 8434 sf I DRAINAGE 539 s i � � ��ed MER DIAN D 83642 L
_..._
COMMON AREA LOT 1 LOT 0
.. I1 I
ii _ o p a� ! ...r w w roa U) i. � u �� I !I I YE f, 1 �. `® 208 895 8858 � Z
EASEMENT F�
�Z, a a ExesTING ACHD I I COMMON AREA 0.25 AC. 6.04�
N 142.8' p fi` 130.3' r, ROW EASEMENT (!),I 't wI > ( ) � 0
h ;� ,
- . -- O " ;� AVERAGE OT SIZE. 11,218 S.F.
:..;-
L
I r' ' w EXISTING I :; _.^ 3' ..... ACHD I 131.8' e I `fir, ' �-
�.`'- ,E .,�: __• 130.. . -- EXISTING ( I , SMALLEST LOT: 8,295 S.F. ~
F ;` UTILITX ,-. -, I ROW EASEMENT ao E :I I 'j = Z
r .
I ` EXISTING ZONE: R-8
\ w -._. .;
I I r EASEMENT ___Z: fEGT...`�'0 :. CONNECT TO CONNECT TO I"" Z
CONNECT TO co I
_....."..... O w EXISTING WATER ' EXISTING SEVIER EXISTING WATER } ' Fcc
Z '0 EXISTING SEWER 4 { 1 1 ...w . io .. I r rn 00 =I �I •`�
:
`° i 10835 sf: 0. { O
32 3 ; 39 # , , r 0 0 U
t 2s, 1_11 I
{ I £, o
1.
;........ - �_ .......... ......:.. 1 �: COMMON I _ 00 I i £ `_,
. r' I 11891 sf``� _:}z ,{1.,._.................:.. t, . - 1 sf 10 sf
.. 1. 0835
;� Z
: ! L - ' �� .� . .. - # - ---- I 'h - ---- - - - / I a W
.....:............. t \ f � -I- #: .•r' I NYF f 4 J
t
i
f f f : € o+ ...,- �' ,�f,F i;i �� j���-.��� .....-.aRR , �,� j I •�' - . I 'I',:F, j
.._
} # 1
:1
a �' / `� 110.5 110 5 �/ a I I Cn
ttt y'
Lb •• �.'
A ._._ L... _ f ! I
r
d
Ov ?Ili I ! !! ........_
qh"
..: - .. S89 43 39 W w:::-........................... :::.-:::- ....... .,, S89'43 39 'W I LEGEND ,
%
: :.IL 4 9
:
F i e / f-;== € _ 1 _ .w...._......w......-, w_ - za................... -- va-- :.. --
.- 1
.
t..
11
to 4
o etf , `, , . ___ -�22:9 r....: _, r._ _ _ ... __ <... ............� -S5_ S4 .. _ ,'_ _ W rc - -8�.8 _. �r .....___ c EXISTING PROPOSED
•�� . `�0 1 { f _ I'llµ.. U M, �, -- E Sr�nglo + " rcc I
S
t =
..->.. ..-...;......
•
�" •.. i :
,
:.. ; \ 3: z
:, .:... I........
LAND SURVEYOR 0-
o r �/ f _._._ €� - - -
- r _,
1 ~ - ...... .........
T
/ - _ _ _ ........�:::1:...... .:..wu-.,�:-ebb:Y.r >r.... ...,w...,t. `-�.^.1^a,^".x.0.'a.' .-''.,..._._ .....:,ti:.` ...-..-...... .,9::.:. °3•3 Jj/`f .................................................... .................._. .............._ r....y t........... ,: - - - -
e f � .. .....:. y ::: SANITARY SEWER LINE -s---s
.T a.:_... ._ a._:. :............. .......:..-.-....................-......
jj {{
F ,r
:..
r. r
w ., p f JYt !i ' K v kr O L r .` ... '• II
4
w :f 1 ! r _ __.._.. .. _ _ _ W
MI HA L Y N P S
_ A f I I # # fI'j :� n __ �.. _._- • lI £ .....tf _ WATER LINE - -M►- Z
ry #
I J U B ENGINEERS
_.
1. `._.. . i I I I I ........ I.... _ (, L 250 S. BEECHWOOD AVE. _,. ---_,-;pp____-.-_.--,R _ � � Q
I . . y Nt
Q { STE 201
..._._ 2 i 1 4 GRAVITY IRRIGATION PIPE
CL I € I I ## .
t
i
# / I ,f I ,a { ._.� ;' ; :- `, ,# I ...... -.. ....._.. PRESSURE IRRIGATION LINE -wre- _ W
w �_ 1, �-/ ' / 0: _ : # 1` BOISE, ID 83709 � :�� Z
;" r^
..
CC r , I I , / `,'� FBI Il # ti V J _
I I / I I I I 1 { 1 ( ,�, 208-376-7330 u STORM DRAIN LINE2
...r.�.... '. t ( # �I '`
,Uj- I f I CENTERLINE
I ( I: I \ j(
l t 4
I
#
: f� I I __._. ..- I „E ; I � , -....-t ; ......:�..L. __ CIVIL ENGINEER LOT uNE
's f E'E,1 t PIFeREi?T?.......... aRC -PSfilt s
w 0 w
I I : : I „ ,
I .......... _.._
:: :I II 1 I `_ .......... .......... -........ ' ..___- _..__. __, _-..--.. I ,£
w.
.,... F I w .......... .......... .... .......,. »
I 11{ ... __ 5 t...... ___.._�_._... .�. ;s\ SCOTT WONDERS, P.E. 6 VERTICAL CURB & GUTTER
co t _ _:.._. ._ �_ .. ... I _ __ I
:
_ _
._ I
,�.... �,.._. _ ;, : ..,.. J U B ENGINEERS
o I 1 ,: __ � _ W . .- :. .. _. ......... . . ..... 1 f:..£ I \ ROLLED CURB & GUTTER _
..i \ _ : :. . `Q I 250 S. BEECHWOOD AVE.
cfl t I I I II { e< `� I
' `° . I A I c,�J Sao { - 5' SIDEWALK .:1 ., �G. :�:;
I Ft : 11 ;: I I I 1 I I ' � II: I I I € ;
STE 201
m _ •. I I f d I: BOISE, ID 83709
, ; ,
I : cwb I I { si 0 SEWER MANHOLE o
D -..a........_-. 1
r ,A 1 { 1 208-376-7330
I
�_ : 11 ; q �co I w ,II I F I I I I I DITCH FLOW LINE
� � F ! I I' I
Z
I { l :, I
W ° { , ? ' I I \__ IRRIGATION MANHOLE o
4.
...................
= a ; 11' i I I I I ; ,,�~ LIGHT FILE: 10-16-061 PRE-PLAT
f
--*
> 1
F _ I „ STREET
_...... ;
061
w , ; 1 , ... _ _, I TREE DECIDUOUSJUB - -
I \ ,...
_. �'
" ..-._. ............... ............... ........_................._....
:.................._............... .1........................... ............: w........... _ :....:...
A 0. € . ----
I; ................._.... t7
DRAWN BY:
.
_ i'� (i
F
LLJI t
s
.. ......_....................._.... __.
a TREE CONIFER
.•� J 1 I _......................:._
. �.
: :�. DESIGN BY.
_ a
LL : ' i ...-. ..........-. ........:..a........ .............:.....n .,........«,..:........:w.--..-.....,................W3.. -,......... ..-....-.... ...... E...,:.......-,i-:..,......: ,.,,.-.... �4¢.............. Ddy.�....................... .•'CY� ...................,t .........................'f {... 1 '\i s�
{
o w f I ; �3 � - .� - - - - - f EDGE PAVEM T KED BY: ---- .
' =` �'� CHEC
1 t fg .- .,,. . .........- ..,.......:. _............ ...... ................. .,c q....,........,-_..... .a, .. 3S a5....,.........,. ,f,s ..':"- „`•• ""•5$... .. .,,.. ;j.,.... _..55-"' :a`i
£ ♦ I €: .y i £ aS>'_'...................s,z SS.............:........,...-ra...... ..-. rye ... `w`a �v ...,'\S).........,. ......_
� � # o g- OF EN
2 o / 11 ONE INCH
I
... ........
m r / I r F I I i ............................. .. ........I..................._ .......... GAS LI N E
...... J'J► t ® AT FULL SIZE,IF NOT ONE
o ,
SCALEACCORDINGLY
N �j q�£ ®� \®���`'' FENCE LINE
T- �� LAST UPDATED:6/15/2016
Ir-CD o
y'�E(. S S. FIRE HYDRANT
SHEET NUMBER:
N �_._ ..._.._ �_.__ 5' CONTOUR LINE
iz:zBOUNDARY
. o U CERTIFICATION ._' ' PP-01
....:_2 ;, - ......_.. _...__.. 1 CONTOUR LINE
a
ao
■
J-U-B ENGINEERS, INC.
r
Z > �.
_..
.; ...._.
} L- z-,
_..._. M...__.._ _,-. _ T
_.
J _. _......
.... .. ...._ _ „
..„,,.,..k..,....., .._..,.,. .. t ,,.. .....
M
.. r :> >
...._
f ...:..., .,.€ mv»+,. ..........,. ........ \.,�,,,„ ...... .... ".,:,,r .... ......... ,
,.-.. k .,,✓,vie ......:........ r.... �;.. .. ......... ......i..F,+.,..+.._,w...., _........... .r
M
m__
4 %h. t,
u5 .. ........ ...f,,. 11 Am,
^yC , "._.,..� .......-. w-..,,. ,._,.," .... ......... �....... ........;.. .... ....... ........ ........ .�.., .,w.,... ......... ,..,.. .. _._..... .... ........ ",:,.,,.. ........ .......... ,.... ........ T-f ...�
W
U
.. tt........ ......... \ , acv,.. ......-... .. .........
0
ik
k �R
_.
'3
_... ;
- V N
......................................Ep
�.:»...... :a� r
..... J� ...»....:..,-ate »:.:.,v.:,.....,.: .x...m » A
W
f 11
77
tiV
Li
f s s 1 `"^. Y-�- —. — _.._ ate'..._. _..Ef?'.'.`.....�....,_ .€1 --".. — ,..,•., —Ii _.�......._ ..��.._._...—..._...,. .. ._..�..:._.._.— ... ....._. £ - i
_ _ AL N FEET_ SCALE
_.�..._._ �.�.._ ....._ _ �_ �.. ........ _ ........ _. _ M
..RIR ..... _..
.n ! ;'Y t s p s < f s '.'\y i .,.. ;..,,.,.. `a.o-+.••.._,.,. .. .b IY 4'l y I
i
=54 Am
it
3
i
I t .... .......... _ _ _ _ _ w..... ......... .__ _ ._..-. ._-__'
f 1
s t y __._ _ _...... _ _._..... .. t
�. _�- - -i-�--.ram- -i- -�-�- .. .......... ......... .. .,.,,, ....
_....... �_�_ ....... ..,...,.. �....... ......... _,., E
s s '
i- e
1
} f
} 3g 1 ,; ; R ,
Block 7 _ s t S N
1 .. i I 21.5' 21.5'
3 30 t:. 35 37 ° G RF
Block 7 �.
} I I I f I 5.0 16.5 16.5 5.0 Q
lix
f t
.0' 6.0 6.0 5.0
SW SW
yi a
3rt�
v
r � I •
0 f 0
TT)N
/f/ r IGIi f �:......•
34
W 4'
-'! ASPHALT CURB & GUTTER
G m '
1 ,
27
FW
LLJ
N Vic
Vic } j,; i s 'E% ( I £`E i . ...E t Cn ¢
co
A.
W W
,
.... . .:._ . ' j{
/,, ....�.._...__ _ �3 I I Sk � �}' TYPICAL 4 F- �o
�: 3' STREET SECTION
>
m
wLLJ
a
� cv
Lij a.
oo m
£ ....Y 3 33 E A 39 {{ v w O
26`4Li
3 2 € I W I I } Z Cj)
._ ._.. co
w f
3
\ .._ - _ —
_..„
�.. _. ........ f
w O
O
z
,� „„_._....... ................ ........� t p ci a
Y........... _ _ -
' ,{............ Yd `q yy ell—— ty................... ., m
I _ uj
� —
_ — — — — — —
LL a
-., _—_ _ sy — as ...... —
v... ..........:............. -..-......,,..are...........................SS......_._. ,......,..$. SS...... ._...ra.
„>�.: ...,................._.rss ....._ au Y>„ '"`�,...., M1 �j,il O
LL
�E 7
r. W
H LL
�...." f} ............... ......................
...., ............................................... ....................................... .....e:- -
J �.. cc
! —
...... — r
- � _
Z
.......:... C
/ — — —
}}
...............=4
- � - LL.
1
`.
Z �-
2aoa
v¢ oZ
oZWWWEwa -'
u' woi�
= ads �
z
O
Q
2655 2655 2655 2655
. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .
. . . . . . . . . . . .. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = Z
. . . . . . . . .. .. . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . .
2650 2650 2650 2650 O 0 W
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . .. . . . . . . . . . . . . . . . . . . . . . .. z U J
o
LL
. . . . . . . . . . . . . . .. . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . I . . . . . . .. . . �
....,---�� I . . . . . . . . . . . . . . . . . ��.____— __.------ -------- — W ® O
Lb ,�►"' --------------- ,,,,,,1� ...,,. �
EL
�- 2645 2645 2645 2645 Q
o . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Lu
O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . .. . . . . .. . . .. . . . . . . . .
w . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . Q
w W
_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .
Cl)
2640 0.93� 2640 2640 2640 rr
8" ® 58� ui
-
wF f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.�. 148.5 LF
� 47.5 LF 8 ® 0.93�, 148.5 l.F
. . . . . . . ... . - ' . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . .. . . . . . . .
!✓ 7.5 _�F.8
® 1.58%
. . . . . . . . . . . . . . . . .
LL
a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH SSWR-3' . . .
635 STA: 12+13.50, 5.00' L 2635 2635 MH SSWR-2 2635 O
cc w 2 RIM: 2646.26 STA: 12+13.50, 5.00 L
> . . . . . . EXIST MH SSWR-4 �► . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . RIM: 2646.99. . . .
STA: 10+13.50, 5.00' L -8 OUT: 2639.98 (S)''
r . . . . . . . . .RIM: 2646.88 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . EXIST MH SSWR-3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" OUT: 2639.96 (S) e
� STA: 10+13.50, 5.00 L
9 . . . . . . . . .8 IN: 2638.16 (N). . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . .RIM: 2646.47 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . .. . U
co
o . . . . . . . . .8" IN: 2636.86 (N). .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .
2630 2630 2630 2630
10+00 10+50 11+00 11+50 12+00 12+18 10+00 10+50 11+00 11+50 12+00 12+18
a w •
c �
C O
� ° SEWER LINE B A
FILE: 10-16-061_PRE-PLAT
J SEWER LINE JUB PROD.#:10-16-061
w DRAWN BY: ----
0° cn DESIGN BY: ----
CHECKED BY: ----
iL ONE INCH
m AT FULL SIZE,IF NOT ONE
N : SCALE Ci
o `r° LAST UPDATED:6/15/2016
0
m o
SHEET NUMBER:
CM
N
fj
T_
� � PP-02
O •-°