11065 SW North Dakota Street - Church of Jesus Christ of Latter-day Saints - LDS f Found 5/8 " /. R. �
N 0"3-35 W466 . 69 '
Sto. / t0o
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Property CornerI`.. V � •,,,
MEN
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STANDARD TWD CONSTRUCTION NOTES h t d t j C1`
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20 1 . An estimated 1_ ?. $ of the water_ system costs must be on deposit t Q
prior t o beginning i n n i n construction on water lines , and to r e c e i v e to 00
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a `1' igarl Water District ( TWD ) stamped approval on construction
plans .
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2 . The contractor shall maintain one set of TWD stamped approved N 40-36- 12' W 44 . 58 �V J � `J a r4
plans on the construction site at all times . t _ _ _ _ _ � .- _ _ M e
s , (N/ A )
3 . Curbs must be in lace prior to installing water main
I � P P F-- ; rn �,•
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I 1 4 . Notify TWD 48 hours prior to commencing construction to set i rr (0
CO
3O ' ! 1 up a preconstruction meeting . Telephone 639 - 1554 .
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5 . All work shall be in accordance with AWWA standards . CD
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i 6 . All work will be inspected and approved by I'WD .
( ILL
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7 . A11 pipe and fittings sha11 be ductile iron , cement - lined , i
/ t 76 EX%St. /�f'/ Pipe will be T ton Joint Ductile Iron , Class 52 . w
--- -- _
Be 36 " of 3 / 4 " minus gravel cover for all water mains in street Q
/E in = 207. 62
56 and rights - of - way .
/E out = 207. I j IS i
9 . All valve operating nuts shall be within 36 of finished grade , t
I 1 it t U W
otherwise valve operating nut extensions will be required .
B@Q//9 Water Line W 10 . Poured concrete thrustblocks of at least S square feet of
rr
•• ( t Ex/sf. Power Pole _.. _. _ ___.____- _ _ __. . .. ._ _ ._ _. ___ _ ________.._____ __. ___. _ ___ _____.___ _ �_ ____ I ! I bearing surface are required at each tee , cross , and bend ;
Cutin 6 M✓ x ( , ( } ! _ _ " g
Fl . Tee, 6 to be Relocated __._. _ _ ___. � __ . - .._ _._______ _ __ __ _ ___ __ .__ __ . _ _ __ _ _._ __ . _ ______ __ _ _ _ . ____ ___ __-___ �___ _____ � Q
location .
9 �
_. ____ _. _ _ _ _._____. _._ _ _____ 1 I 11 . Fire hydrant assembly consists of an 6 " MJ x 6 " Fig tee , i
Gate Volvo (East). _ _ _ _ _ _ _ '
„ ,+ �t
� � ) I � 6 M T spool , and a Modern
... ._ _ . ._ .__. .. _. .__. . _ __. _.. � ; __ _- __ __. . __ . .._.. _ _._- _.._. i ; , 6 Flg x r J gate valve , x MJ . ►aiding spool
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With 6 M✓ JPO/jd Mueller Centurion fire hydrant , A - 442 6 " MJ , 54 " MVO , 3 - part
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6 „ W x F/ Tee ( 2 - 2 NST hose connection ,, 1. - 4 '� " NST pumper ) , 1 ' pentagon
Sleeve (Long 1 � _ g•
t i a , . . � i , . , i
i $ i operating nut , open left , color : yellow .
f�itlern) (West), g
. . I (6 MJ Plug So/id
I w/ Thrust Bock) < < t ` J
12 • biockfwithhl rcub . chaardseofncrushed l o - 3 / 4 " drain
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and 6 A / x F/9. « a
_ 8 6 F/g x W Gate Vol ve li-
Gate valve k i � � , � • . --- ' �( Tarpaper wl_ 11. be laid on top of the drain rock to separate the � � �
W Provide 4 Min Clearance __ _._ —
_� _ __ _
_ __�_�_�_ _—_ ___ =` �' -- _. _ _ __ _ _ __ . _ _ _ _ _ rock from earth cover . i � .
_____
(North)
Above Storm Drain
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_ i 13 . All sanitary sewer lines within 10 feet laterally or 3 feet t arc �
. , i /0 Public Wafer Lme Easement _ r tz ; Cfl Ln
6 / Tee and Thrust 8/OCff w/ 2 TG7�D / /. P Threads i vertically of a water main shall be encased in a reinforced
Sta. t 27407 concrete jacket 6 thick for a distance of 10 feet on both
f
Driveway /26 LF 6 " D/ 4 ' 233 LF 6 " D/ Class 52 sides of the crossing . where crossir3cts are necessary , they t
Li I must be made at approximately 90 wilt) at least 1S " of separation
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Not J
C/ass 52 — below the water line .
} , � f -
m 1 at 150 psi for one 1 hour with a
Sta, 2 t 3/. 4.0 I - 4 .
-� _.__. 6 " Fire H dront Comp/ete ._. . --- mains shall be tested 5 )
- -
Connect 6 " D/ 2 ' ` Cor Sto �. - 2 " Type ' K" Copper y - ?� maximum loss of 5 psi . static pressure 90 psi * r
�° �° p
End Water Line
i 15 . All maim shall be cleaned incl flushed with potable water
to Exrsting 6 " Provided b TWD - • ii _
- - _ .�_ : ,
�' /a 2 Water Meter `� t Il p
Water- Line t E prior to disinfection . Bact eri. olo � ical tests will be taken
,.F-- - 45 I- .� 8 Box E� by TWD .
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See Sheet Centel �
___i _ _ _. __ __ __ . __ _.__ ____.._ _ _ _ __ _ _ -_-----� ___ d sampling stations a t i s r '
ty _ _ _ .__ . _. . ._ _ _ _ _ _____ _. _ _ . _ -. ! Fl . TWD will install all copper services an s pling on prior t
F Connect o in
,
� �--- __ _____ . -. .._ _ . � . .. _. L11 __ ___._ ._ : ._. _ _.. _ _ �._____ ._ ____. _ __ ._._._ ._ ___ �_.._. ._._ _ .___.___ __ _ �_. to blacktopping oi: streets . Water meters w13 be nstalled byecTri/o/ve 8 So , 'Ins o 2oueCh `— - - -
Deta// t _ __ --- 5 , ._ _ '� TWD upon individual request- and payment by others ( owners ) . i
(Watts 7090T or ,A roved Equal)� Q . ! 7 . Upon completion of installation of the water system , the contractor
_ _ E i P P y I
' � L-- J or owner shall advise TWD of the total construction costs to
L ine From Corp. Stop to Meter, --- ��-�- , ,
which will be added 10 % for TWD inspections , water loss , overhead ,
1 Meter Bcur and Meter to be ( i adminstration , sampling , otc . , anc3 2 % for engineering review , i
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Installed b TWD. j i I j r including " as - built " drawings , updating master mai intersection
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2 80 Service Conry "I PVC ASTM 3034 SDR 35 z maps , etc
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/E (Exist. 8 1 204. 93 S 0. 04/3 56. 5 LFAk '
/E (4 ' 1 205. /0 I I it
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/E = 208. 40 { . .
See Sheet C-/ i , ,
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Connection for I j ' C\J (f)
Irrigation
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- - See P - 1 for Continuation I { 1 I ��
HYDRANTS TO BE MODERN MUELLER CENTURION , A - 442 , f MJ , 5 V4 MVO , ,
CU ! 3 PORT - TWO 2 1 / 2 " NST HOSE CONNEOTION AND ONE 4 I / 2 ' NST PUMPER , , >-
..-1 ! 3 ? 11 / 2 PENTAGON OPERATING NUT OPEN LL,, T - COLOR YELLOW Q
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Z % s � BEHIND BACK OF
I ; CURB , AND / OR E
F-- t
Existing Power Pole i ; ' BEHIND BACK OF
For Work in Public , i 1 J �►
Right of Way ' to be Relocated. t � ; I SIDEWALK
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P Works W Point of Connection � , 2' - 0 " ,
See Public o t F . F . 214 . 0 Cn
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P/ons W for Power E Telephone
See SD-/ I '
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' CAST IRON VALVE
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BOX ASSEMBLY
LESS 18 t r:, w-�
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For Continuation
' ��- PAVEMENT
See SD-! T C
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Q t See P - / for Continuation I it ,� d _ Z
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! Gas Pie Size from Main to 11
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p � . � Gas Meter
,
„ — COVER DRAIN ROCK
' � Meter as Req `d by NWNG ; � � i � G FLG x 36' OF
I WITH TAR PAPER 1,
BACKF iLL MJ GV � ' � 3 /4 ' 0
�-- � i 3 =- • , iu MIN . iUi
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Connection to Existing Gas
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Line b NWNG = _
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_._ _-- - __ _— _ - --•, � I I ,�, IIS >< Il � �"- � = (�' 1h — J i
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6 " MJ x MJ ( LENGTH
� ' � I VARIES ) HOLDING MAIN WITH MJ x 5 " FLG TEE
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I ' ( SEE PLAN FOR MAIN SIZE )
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� SPOOL ,
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4" x 8 " x 16" CONCRETE BLOCK
� � � 3 I U2 YDS OF 11/211 - 3/4 DRAIN ROCK
i a Ge ' I
r , _ STANDARD FIRE HYDRANT DETAIL
TWD DETAIL Na , 141 �`��`�
_� Catch Basin ( Type ) ode\#\q � ��es% V 4
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See S/te Grading Plan for Storm Drain Desi n `� °� e • , ° 14
_ _ ______. _.__ __ _ _ ___ - - -_ _____ ______ ___. __ __ . _. _ . _ . .__. _ -_ __ _ ___ __ _ ___ . . _ . ._. . _ _ _ _ __. _ _. __._ _ .___ ___.__ ____ y : 0( �4i e� pt
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-. -_ _._ _ _----_ _.._ _ _ _ _ _--_- _- - _ _ �► 00-•03- 15 E 546 . 77 ' -� Existing Power
Existing Power , .J Pole .
Pole : -) - Im
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LDS # 599- 1 '] 55-77 - 1
Exist. fire
Hydrant
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NORTH
Scale: P ' = 20
417 77LF
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92. 19i. 427
ti., OPYRIGHT ! ._ RG