HomeMy WebLinkAboutHazel Dell Parkway Sanitary Sewer Plans ROAD CONTRACT NO_ - -
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DESIGN DATA
A.D.T. (19 j V.P.D.
A T ( 2020 PROJECTED 14840 V.P.D.:
D.H.V. ( 2020 ) 1, 9,64 V.P.H '
DIRECTIONAL DI>TRIBUTION
CITY OF TRUCKS D.H.V. A D.T.,-
DESIGN SPEED 40 M P,H.
ACCESS CONTROL NONE
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N AND PROFILE OF
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HAZEL DELL PAR AY
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PROJECT NO . 97 � 02 I
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SANITARY SEWER I
LA NS
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PLAN
LONG : 1�" 50� PROFILE HORIZ : V' = 50'
TRANS : 1 = 50 VERT : 1 = 5 MAX. GRADE 3.009 tocArloN OF SECTION INDIcA?E-D fjLjs
R 4 E. R. 5 E.
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157st st PROJECT AREA
17 1 6 — �- 15 Q 14 I �I
18
of 13
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1 . 146th
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1 l SP��ce20 �I 21 22 23 veo.er [eMterr 1_
f•••Y R _ o _ I = E 141St st C L E 1 e = 3000
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u<t� coa C.ree4 �' c
I Cj° "54-A"' p,
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1��th St 5mo �y Row food
1
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E 131st(st 30
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6 116th St ff
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p � AMERICAN CONSULTING ENGINEERS INC. !
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�Ra,nd Up Tr I j - ARCHITECTS ENGINEERS i rERf
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t i �" E loth St 9-�-'� lo6th�st - 4165 MILLERSVILLE ROAD INDIANAPOLIS, INDIANA 46205 (317) 547.5580 I _
pP _ - No
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oars wtro,w,to„ r.-rwtd � ' STATE OF�
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CERTIFIED BY DATE
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INDIANA DEPARTMENT OF TRANSPORTATION CM4terton I - L' »�'vetv,y � 7'
STANDARD SPECIFICATIONS DATED 1995 �I i� I I ) I E 96th >t _. HAMIL TON ,3 C�, t,
E 96t St
II r t t r , t ii �i t
TO BE USED WITH THESE PLANS. MARION CO.
KW
DESCRIPTION CODE
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A5H�ON 5060/V15ION Sec. 21, T18N, R4E. 500 5065 �EL�ER�L ,1f ,, s �.�<< , A�Sec. 16, T18N., R4E. «F ,.��,�� ��� -r
- --- -� -------- --- ----- CL,4 Y TOWNSHIP �t �'� <<;
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N06LE5V/LLE TO s AND. 47 0� X497 �� ��o
-- HAM/L TON COUNTY
' App 50040000
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• _ _ H,AM/L ON OUNTY
- - _ �, - -- - a� y , �I
- -- - - - - - - a o f 50 510
- - - - ---
- - ►°' ` I�,,� \ No Curve Run Hoze/De/l LL C
_ CH Q C . - P. f -7-Q
\ - - - - - T- - - _ _ _ 00 5 /ndono L�m� L�ob�l� Co .per _ X
EL 5E 1 50 00 ,�
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- - -
\' _ - -- - - - - - - - - - - - - - - _ _--- Robes-I ire F fill
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5,4FC0, lnC. 5,A/CCO Me. JAW Me.
5AFC0 /nc. f _____r._-_-_-_-_---___------_--
- Q Lof 60 Lo 6 Lo 62
I Lof 59 Q
Q I i The Cfiesfer Browne Chonlable Remoinder 4//-7/`/`-w4/
t,. n a
f 80.5.7--Q, , I f 005-7-A 9 Cons fr L,mi fs R1 V� t 00
_sow er 6vlldin Q -- Q I - R
— Q �N3 80 �` I 80
' fly
-
Lof 58 STRUCTURE No. 5-4 \ f 90 I �d I 70' f 50
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E--x---is-� �--0---'--L--a-nd---.�-r---o---
enS_f_o n_ -d-.- --- - � ----- --- ---- ---- - -- ='��, �o� _— -- -- -- --- _ -- -------
d p
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---
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6 6 6 6 - 6 6 - 6 b 6 - 6 - 6
n - 89 058'15 �� ----- ---�---- ------ ---- --- - ------ ---- — - - ---- - -
--�-- 0 05 47 w HAZEL DELL' RD. _ _ - -_--- -- -- - -- - - - - - - - - -- - - -------�����wy��_- ----------------------- - ------------- - ------ - --- ----- _- ---
z } ---- _-, - - ----- --- - --- - - - - - - -- - -- -_
ry Tv ---- -- -- - - -
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- � , _\ � , , .- l_ R/ too R,,W ;
80 R W , F i 80I RIW 20 L ond5 c e � Dr Eo5 emen t I - 80'R/W-- 60 420 � 60
/ � 25 L ond5cooe � Dro �. �a5emen, Y - f00
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- - --- — -- ---- - s ---4.001 �� I 80 80 75
Bo I �� Temp. R/W fog
Or/ve Cons fr
60 d
I - �� . �� I t ° f,�0'? 7-Q"
70 - --_5TRUCTURENO_5-5
Sonifory Monho/e \
500'of 8"Pipe Req'd.
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Ross 5 d� Pofr/cio Q. Hoo er
- � - P
Q ! Sec. 22, T18N., R4E. +' _ '
� ,- - _� I , � Sec. 15, T18N., R4E. t ALL R/W DE,SCR/6E0 �ROII�I
o I CLA Y TOWNSh'lP - I I I i N06LE5VLLE TOWN5HlP /NE 'Al EXCE pT Q 5 SHOWN
Mo�fho h'en�-�cks, Ef Q/ Q 5f hen ✓onef �l-f 5chvtz HAM/L TON COUNTY Mork C Wondo E. Dodd HAM/L TON COUNTY
! I f CPT ,0'996 5ec. Col, (°K fo��d), 5 fo 500+ 00, E'e v 7Q0,3d
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' 5 /nc,�denfo�� tons f�uc f,
0 / V. c X70 vC
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� + __ ----- --- 790
I P " 1. �� 7.,.5
----- - -
� Y�ao
- - - -- - - I -- --- - - --- --- -------- -- --- --- - ---- - --- -- --- - - - - -
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I -_-------- ---- __- � -� - -�- - - -- - -- - -} � �V. X90 �� ---i------------- �-- ;�, �, i n�
j� I I + 160 V 250 5 ,�. G�i fch- oddint Req - L f .- o o 'o j,�
I GJ00 -- — i I I 1 . i , +� + 785 K °10 0'Q ° IVY 7GJ5
( - - ►� n --- -- -
l p v 1'. q6 / 0� i I 105
0f� _- - — C,rod of 5 ciol
-- f50 L f. P/ ff 1 tom Di h L f 5179 5' O
1501 VC � � oI� �?60 � ► 1
795 T95
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_ ; 790
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' 1 78(0.24 '78 .00
. �- � +50Rf. +
785 8
.y rode of 5 ia/ 8offo Ditch
15 p � 4 5�
n I P, �� R C �, ,o
R �x/s RCMP, lf. I
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780 780
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1 �Ex:e1 53 X 4 "R.C.P. Dvf, - - 4 vi0 Q
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775 -
' i \ I 7Q 4 'ev 79 61 787.56 �_ a '°. ° 775
Prop .ion'for - _ - - - � -- _� -�- --- - - ---------- - - -- _ -__ ----- ---------- -------------- -- ----- - --------- -- - -- -------- _ -_ __ -- - _ _ _-._ - - !
y Sewer I
500 L FT PVC t�9 r O 4O% - - - ---- f P5 ;------L
j I ro of• cio �offom cR
t �� 61SfEq Q /
77O 19 ons Riproo 26 Sys. Ge� fexf�/es Re d Rf - (P/o fad 10�8e% Dofvrn) � 770
---�- -- -- _ _ - --- -- _ -- - N o.
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207 c 50 ��� rq R h
I. '� -------- - - ' ---- - -- - - - -- 86037.86 =
STATE OF
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--------- - __.._.__..---.__.---- -------.—..__-�� -- ------- -----�- I - i —^
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o P cr P n- ° °►�° Of'v AL
49.3 494 495 496 497 498 499 500 501 502 50,3 504 505 506 507 _ 50_8
T�)lAl �
PROJECT NO NO I
LINE ;!-SEE T`, I Fi
LE
97-02 "� " d 5 -
JWC, -
f'. f., 7 r,nrf �,r��.a9 11 a'.
5 TREET APPROACH REQ D. 5TA. 484* 95 'Q "L T. e RT.
490 Sec. 21 T18N R4E EDE RAL P EAU ;�i(E r T�,-F 485 `.T4?F F'RnJFC' n�0
480 RE� C�N �.- E A�: tiC SNF F ._
CLAY TOWN5H/P s INS. Q7 0�'' 'QQ'
_A5HTON .5060/W51ON 30 c�c0
_ _ � HA/N/L lON COUNTY Q 5H jON 5Ub0/l//5/ON � � ��� �
SALEM OR/VEEAST
- - - - - - - - - - - - - - - - - - -
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56 '
--- �__ CTURENO. 5-1 Q Q I �yi Lof 42 Tem . R W fo Lof 55
q7 L72 5
, SrRU_ -
o Q 5 TRUCTURE NO. 5.2 ( Lof 41 y Q / a
4' Son�fory Monho/C I Q I cL
Q Q \ 901ofg 4 5onifo �flonho% I M y Q D/'i COnsf/' Sow e� 5vildin
_ - 5 TRUCTURE ND. .3 72A P%oe Required i - - -
1 r ¢ 400`of 8 Pioe Regd. I y + O j' CO/,DOI o iOn
4 5on�for Monho% i L ndo ✓.
1 o- A - y 90 , : 90 �. 5 TRUCTURE N0. 5-.3 - Lof 58
- - _ ¢ 400 o f B P/pe Regd Q o �, i � CollO on T- -- -
1 M - '� 4 5on/foxy Monho%
Ca�edrill Monho/e Os �.
Ne�e.ssory For - Required - -
Q 1. I y 75/ Tem R/W- -
- r I Q ¢ 410'of 8"Pi e _
Con f nvo f on o f L ine. --- --- ------- - - ----- - - -- - ---- -- --- ---
- M _ --__ _ - -- —IL
20L ol?oko e
- - _ - _ -, r x�s . onsrosemtnP Ex sf 20 Lona �ooeo emenf__ __ P of ISfL lo a ¢ Drain. Esmn
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R, W 40 R/W 4O i 50 �l a R W / 0 25 L ondscooe groin. Eosemen� I ` 57 -- / ;� ___ Cc^s L ;fs
R/W '° - - I i I I 45 f 65_
45 45 �. -- , 70 70 45 I I I o R/W -
BO , I I Q .c 90� qp� f 75 / ------ ------ --
--•--� -
70mr R/W for h, X i
.01-I've Cons f� Q o i ii Tem R W fog
f
�'emo �R/W off' !� - _ _ _ :_ _ _ -- , i � ; '°� / -
i ;Drive Cons f�, --- - \ \ \ 1 /,�i _ Drive Cons Irx
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CAP WA TERT1 HT
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'�on Deve%omenf Co. Yn�C i8'5TEFL ROD �f-fo�tho Hen��cks Ef Ql
--- - le �'
5 C A OWN5H,/PE ALL R W OE5CRI8EO FROM
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° I i '. ,SPR/N CR K 5030/V/5/ON
-- f hen Q Eor/5fe�vhen ( _Tino J__5 bb-- - - �- ;Q HA1f1/L TON CDUNTY � L/N,E l;4 "EXCEPT A 5 S,tiOWN --
Po ,c%o Jove Hin.Shaw 1 H�nshow —T_ _ '
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r f � � CE TdM�'11 R.R ,5,ok W.' S�'de 36 O.K 5f0
492 27 53 R' Eev 7B( 9
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f ��d 5 f a 484 45, 35 L f e v 57 7 _ - .
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795
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i P ae� 12% ' ? -- __ _� -T75
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----. _ -- - -- - -- - _ - _._ --- - --- f L
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C ,y\ s
I ��%� ��� ganifor Sewer
Pi e ® <b.85� -
P �O Prop 5om,' ary 5ewtr
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770 ' x ' d00 LFT Or P V C P ;
f - Poop. 5on;for ,ewer
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r Prop. 5onlfor� Sewer ,
80 LFT Of 8 PVC Floe'ctP
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477 478 479 480 481 482 48.3 484 485 48�
G'ROXCT NO LINE S�+iEF T TOTAL FILE
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NPARA FRAME AND COVERA 5 SPECIFIED M iNISH GRADE NOT To EXCEED 12 NOTE: WHEN LA7gRAL/ E GRADE RIN65 UTILIZED CLEARANCE 15 CONCRET OuQ GREATER NO
TO RA;5E TO FiN 15H GRADE Z W
t - - KENT 5EAL NO 2 BETWEEN WATER MAIN
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BU T rL RUBBER BASE - 4 O SEWER i SPEC/FICA TONS w
EXTERIOR BACKPLASTER
OR SUI'ADLEALTERNATE UTILIZE KEN T-5EAL NO. 2
JOINT 5EALANT 10'011111N. 10'MIN - - -- I f ! . _; C� Q Z
AND O RING JOINT - -}- - - -----
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MANHOLE 5TEP5 AT 16
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t wATERiM4ESB THAN rd"OR rF WATER i -- WATER/K4 IN 4 `1 y T U I Z
.-,
- ' -- MAIN 1.6 BELOW 5EWER --
.� CfInr :jP I v, � n uc: iar, f` with A;IM ec�f��otivn 1 M!N/MUM LOPE OR FORM NEAT CHANNEL5A5 SPE� 2 E3EN�
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s SEWER 2 I
fgr IpP 7 ete °; 'TrPa rr 'r '1r` „� ncheS All jc> nfs sh�l� he P� lstor~)eric gosket type (with r1 "locked in° /2 PER FOOT p I 0
-I were r•,;t,t �,,� ,,,� , .,nf rrT,n;T in th rPlr,if-II t<, )f A`,TV �,> F>ip �� � GROUT FILL
n r ,l ;, ., f., ,f '4 r .j lr .I <;P "ri!P f C,P ,;, jPf n,'j In A`.!M I1 4 < 3E>, _ -�� ------ _ ___— BEARING AREA V i V
.� r
O CLA55150MECH. JOIN rCA5r IRON PIPE N
T
' � ;' ., , , ! , ^� r rf` , ; r� a , ,,�' t`, r, p�P� TOP Of CONC BASE A o
3 MINiM( M 5PRIN6 L INE OF PIPE -- �_
q, 'n o w rt t 'u,'. 7 `r - E bLE COUPL/ 6 OR OAPrOR 5 N/TARr SEWER —
A CONIC 1 V
, r
,,, WHERE POURED IN PLACE
MiN B ---- 5 OONC. COLLAR- O COLLAR -
/ A �
° -- ra ® 12"OC 60TH WAY I
xr n � � � H �
t A, ,,,e n<�� .,I art, �nred .,r�r,,n,1 the �,�pP DER 1 E y _ C OR POURED IN FLE &C COU L 6 OR ADA ,OR `-- _
- ., t, �,. N XI P /N Pt
PRECA5T CON - U
, x �
PLACE 6A 5E
t l2" OF �2 STONE BEDDING C) W
P. UNDER 645E p4 ► .J
NOTE PROVIDE A NEOPRENE CONICAL-TYPE FLEX/BtE Q
:.. f' t`r> � Nn ,r� 5EAL FOR ALL PIP /M/N. CROSSOV�l4 SEPAR,4T/ON REQUIRE T FOR � �
>II ,,t t'f`f 't' -�� �rnPr•1 +r r :1 C-rIAA � f�''�ir pu`>f ,,•: tyUf'. Tf'P ('US` -O )C 1 1 E r0 MAN,`10 E CONNECTION5 �lD_--VIEW
. - � � � i r ,n t..r f r> r>,c in i
Ter ,., u` �1, `,1 S ?, JoInt for '.hP I'!,1 c .5EAL 5H,4 LL MEET Ayr' TM C 443 WA iMAIN5 If WWR �V�W -
'rr ,r, ,�, Ic 'Y f h n t j E'C1 5. OS t0 ( rO:I:1P tr)r thPrrr,n! r
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TYP L PRE A S T O RETE 44 HOLE NOT L0 SCALE �
�;
NoT TO 5C4LE NO' r0 SCALE
I _. -,hIII t f, , f1 U'-,;.., rr,oI,-r:,0 Or,d C!,1 °> , tt e f � ,e. All f:tfit ���; of twenty' two
, y L,,n, retP fr rf �t bl�Icks ,f
I,r t ._ Pr �! r �� A rw� ! t ', ^0!cn0)70m0„� frf r A r, rf oc,1rr �e w ,tr �,� w:,,f„ w„r,. ( l.Vv'Yv ) �+ 1 n OE516N Ir'�- ty _ rAe f,! r. a "i Pr j )r Cu Un,i 0)-ll r CONCEALED PICK HOLE
4 r;r: lr t�,,, t, n „ h r r j .hr li ,lcP or) c)f>tPn r tin�T CITYAPPROVED EQUAL p� ® 1BO 01'9204 A OR
` Sui t t P �r >wt � � 1 �,�"A ,A J 1�, ;r 1 ). fr o � "' y,,,1r ,f,�> r,�nrlfa�-r.:rnrS nr1rTP � �p�,
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F• w• ti4.. .h iP,.. I °O ❑ ❑
❑ ❑ y� StfRF� .nom
„ I NEENAH R-1077-A COVER
,
t ?O” dry rT,rlr,rG!°`, c,h7 Le r—ca-t Concrete in c7Cr0rdanrP Wlttl AC,TM C-479 I _ Na.
WITH 5E G
WITH NEENAH R `712 6- 5P
[ e he ' j,' 1 ;t<�nP h•>.� �n,1 'c ur'jjf r,n �7, ',rr.,wn i,� ttiP S!I�; �\ ” " AME rLF ALIN
�., 8603286
SELF- '.!EALING APPLICAT/ON OR EQUAL -
APPLICA'loN
STATE of
r r b tf rrT`� w� Ch "f>Pt A` rt,.f .. 4 t,j A^. j 7 nC.rni .�,.)I Or>P
e_ r r7i R15ER RING THICKwE55 4' 12" ( ', �`� Mo I►N► Gam\;
OD 34 OR36 "� 22�i - Rf CE REARING MINIMUM ETE � ��NAIL-
o,
MACHINED "
� " -� -- � ,;" SU A � )MUM 4 CONCR jj111
PLACE f12"DIAMETER EXTRUOAbLE - - - ENCASEMENT(M h!M;;M
e, r, 1, r,e 1;, ,., t r ,,,;,w � r,- f`� wltr. nor ,,tP �,r f�r, �., f t o t1 shape j TERIAL IN --- - - -- 7"OR 9" 45 ELBOW ,RFh * I - - -- -- --
T r
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_ a � � 25G ps ,
f , ,..,�. ,� .` ,L. , ,. ,�f r,7 ,, ,• ,f ,•F,
k E r (5EE DE L) 1
AD�CJgT/NG RING _ - -- --
h„ 21" OUT 5 Aw`
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34' I - - 3� 6b, NG 5 I
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r I cn
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I i 0 D \ n
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RiNG 5ECT'ON IN U5E) 6"BUILDING LATERAL MA TFR/AL
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A., WYE F TI G cro
45
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MAIN SEWER L INE t T,
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C _ I I � I
n--
. " I A �� n �l�Di:NG r I 1 � ,1 it
_ 1 C. L OC TOR ROD - 6 6C IL OM
I (CONCEALED PICK HOLE) j
4 gin` hF ,� rj r' `F r., tr.�rvr�,P. oxrPi�! whf�r� jit,r,r-, If-, lire or)l! tho JpGrOC'r'u,f q�prr,vinQ W
oT TO SCALE
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te,! r,� rJr t,ar r i(_-)df.,1 when IPft
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CONNECT TO � l
EXI5TIN6 5ERVICE 45° WrE FITTfNG I "'
n" q.a.if r Pe st l h ,.e k° 'ne t P:1,1�ng a rr, -, rr 1m of 4 .r. her: ,)Plc w ,r`d t 2 �nchP� c7bovP the CONNECTION OR PLAN VIEW ?
thf` !nd, Ir.c1 ��P,•,nrtment ':f ? ,,, tr,r, )n <_;t,1n:1ard ` pe-;:'fiC:.oiinn5, ---�---- PLUGFORFUTURE ! . cn >M
t�., P
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/ CONNECTION' c� o I �
r <,r, " , , FILL MATERIAL FREE OF ��! �
k' it ;f`al� r, of 1 �� r _et > ,n,1 n� ! ,c _t,r Der, ,it y, MINIMUM WIDTH - RQCK5 LARGER THAN v 1
K e Tern,• r`P, 3P and ,t u, Pd s, i '; + / E - -- ---
r` j tc i.'i� •,err Pr ! f >,t f f, arj `1r' ,nt It 1.25(00) 2' , 1 0
-, �- _ y i . 6 OR OTH R EXTRANEOUS I
t--- � MA TER/AL.
0 D. _- � ff'8 CRU5HEO 5 TONE ;
,1 r c n . - o`�' HAND TAMPED OR
A DU�� 5TONE _ — r } WALKED iN 112 0.0,
I
PRECA S T CONCRETE T ED 0 P P C
r> F ;hay he I.)�� .n .�f Pr t• P� r , >; , Ar Pr n,j, •c,�, 'P. or,d the opnropr�atP approd�r g WALKED IN CO _ PER 5 E 5. " tu
bE001NG MATERIAL 6 bU-LDING
ADJUS r/NG RING OR I
F AN CA ING PER SPECS . 90° OD LATERAL a„D
- - - - _ M r
L GE Of 5T � 1/2 N, E
t on t,r7r,,,r Shr1 'P. h , t,. r. ,,r ,r h, t„h' r,-,PfF rj' a'l� w,-,tor which mr1 _..�_ � A M/ MUM /L E
I
1
r NOMINAL //2"DUTYL RUBBER "MIN. I __- �,_ i S�DP� � CLEANOv'T 5 ACL bE 'N5'A��E�
��in. ,l ,fo I•, r.� -r,n� / 7
RASE EXTRUDAbLE PREFORMED 4"M/ry -� L3 MINIMUM 4'L ONCRETE 45° WYE 1 W TMf!N 3 O�Gi 'SIDE
^ - (bELOW THE DEL L)
„r f. r �l: f,P Dt,f'r'ed ,uff ,he-,J of L r.<> „`.:,, nt,<,rr,,cf ior's, an,j h,�n bP GEE 5PECArER/AL (rrP) - rB CRUSHED STONE CONCRETE SIRE�I H OF
5EE 5PEC5. (DELOW THE bARREU F'TTING bu�L� tiG WA:L
e-r y [ f >tf, 1P,t 7r 1 -r r 7.,; AI-e>r oft ,; ,; , .1 BELL HOLEEXCAVATED 2500Ps,)
4 �o o t'_� , r f, hp r P> ,, . GA 9KET DETAIL eEDD ING MA rER1AL
_ r _ t�P t�, >hPet�r b �� na ��h�; ne�Pssary t� or NOT r0 5CALE fZEXII�C.E'PIPE 600ING DETAIL i � V
AI' t%P�>.;' �n.. r,ll t.P ,i„rn �,i r1, rrjUr', w,th �',HA , r -- ------- --- - -
- - -
C r- w k,r,.•, .e. h � �' ' tar Matti t � NOT' r0 SCALE 45° 50°NNLE55 =T”. x�� UND15'L'RDED 502 ! W I
_, P
t 5' O” 51-0" OTHERW15EDIRECTED) _ 45°EL60W
v�r�r nor.
�� � MA IN 5EWER LINE
in r1Cr-„rCj;7n<_P w !h len '-,tijtf, ifandOrd i 1 n I ” -__ _ fLEVAPO VIEW
>r ter.
'ca ' , jf's / 2/ - 6ACKFILL WITH CLEAN
_ GRANULAR MATERiAL
a WhrP,,P Aatf>. „nc,.; i �;Pw �rP n�,5 r1n 7 fh Wr_,te, ;nor nr)^t [1P q, P1 ;1h the ,ev ��r Imp PERRM REMEIV T OF
, r ,r �r If,�f,f n - OFTRAN5PORTATION.
—°� L,4 TFR,4L CO►NNECT/O►H 1 I I
�� ---- I (MECHANICAL COMPACTION
JfF w':tr f, j �.Fwer n^ f _r, ;llfl wirf .0 r the•, n,u,ln�„rn 1(} ff�Pt %i PIP Uj
�” — E TO Q5%PROCTOR OEN51Tr)
NOT TO SCALE
I i
I
RUDbER GASKET -
E Z 5 TICK OR EQUAL LONG/TUD/NAL SECT/ON
Pnt ..�� �,�, - -,a jre -P� e.:t�. ,P't ShD!I r Q—RING JO/NT TRENCH 5ECTlON UNDER PA OMEN
{.. r f.,,. , r {` ri 'hlfrnti,.r� r,r ,r r;ra�.r
y NOT TO SCALE
�� �
n f n ,7llon --------
' w , ,)P f or ro 5l 1 1,
r� ., f , ,rT � N ALE
P ( I
'7 t tie i t _x�' _ � f g
NQ rE �-
_
1 ) CONTRACTOR TO CONSULT 3PEC/f/CAT/ON5 FOR DATE: I 2'�E?! a 7
fr ., � .f` �f> r,f tf P ( �,,1 n e pf`; t�,r he �rrrr<r ' rr ,hnil � n COORDINATIO OF MA TO U5 D � - - _ ---- i
t r, f
N I 6E E
nr; r v - .t t 1 t TONGUE 718 , - .- - --- '
"'o, ,f f �. �,rr,f rtr t n, ! E 1
,. , r cl j 1 r e ,Pw T +
r
�r f� roNGUE �`� { �
f.. ,1 —I r,c, ,"I i 1f`e owner - f�
DRAWN E3 Y'
LOCK/NG R/NG5 i�,i C K'D ELY• SMV
i
- � ' JOB NO. i r�5 �4cf
t t r {7. `.f P, , ;.:� ,( ,t:f- Ir., i,.,t',iq .;fnr,,� .e`we`rs and watf>.r mains where the props) ,Pr1 E
„ ,.,.• 9PAPr rr,. �. ,.�,.. t rn'r;'_tUr -,h,)il ',r,.`v jP r1,1er1'.IaiP finfll > Or i1'�.j Cr ex t� Q _LE_ VOL - -
,_. _ °Up - - REVISIONS
P.. ,ernf,<;rn' , ,�,r�Cr,,t'. ,. 3 n � � CAU110N � "H fl Y MO y - --- -- -
,
,r f° rPrT l vP<j rr �
DON'T i
,,, -
STOP DIG - --
GROOVE GROOVE O E�OLWNO�EN/IONcSud nAN but Enot ASEDit d to, mash Des` In ets.` BLIND - -- -- - -
PENETRA T/ON
TYP ICAL WATERTIGHT COUP/L�ING - 1 11411 valves, and marks made upon the ground by nther� ) AND
--- - --
U5ING KENT-5EAL NO" L O ARE SPECULATIVE IN NATURE THERE MAY ALSO [ OTHER
EXISTING UNDERGROUND UTILITIES tOR WHICH THERE I; NO
NOT To SCALE 0 0 _ i 1 -800--382-5544 S>HE E T NO. j
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
1 EVIDENCE WAS OBSERVED THE EXACT LOCATIONS OF_ "A 10 I CALL TOLL FREE
12� THE CONTRACTOR PRIOR TO ANY AND ALL CON�.TtZ!IC T!ON 1 -800- 428- 5200
- - � FOR CAL)S OU [;IRE OF INO'.ArdA I
------- ----
UTILITIES S_H UL E v_ r i Y
n EXISTING UNDERGROUND-REINFORCED PLA 5 TIC AANHOLE 5 TEP
5
NOT
I`,PEIr .,+k
TG SCALE OF