HomeMy WebLinkAbout302.PDF0
e
_
—
.��
....o�.v. ,.........�
�
14�TH STREET
REMOVE TEMPORARY , ,: ......._. . _ _ .
HYQRANT AND CONNECT T0 INSTALL FIRE
fXIST1NG' 12° WATfR MAIN HYDRANT ,: ....... __ ,.
-_ , ::: . ......
,. ,< . .:. _ _ _
. . ......'. -, ASSEMBLY
. ..._
_ .. .. ... .... . . ...
, ...... ..... . .. . .... .. .. _
_.
_. ; ;: ____.... _
..:..........„ _ _..._........ __ ......................._ .......... .. ... ..
, ,..
. . :, :
...,.:. ,. : : ; : ,:.: - _. . .
,_.. _.. ......... : ..
. ,;.. ,:. __..
'
7 . .. ::
_..... ... _
__
. ... . _. .. _ . _ . . ... . . . . .._. _. _r..,.
,.. _..
_
_ ,. ,. ,.
. . _ _. ._:. _ _..... _ _ _ ._ _. _ _... . __. .... . . _ .. ... __.
;:: �... .... _ . .... . �� ... , , , _ _...... _ _ ... _ _ .
... ._
. _.....
_.... EX. 12 WATER AdAIN , .. < . _
..
.
_ .. . : .... . ,. ._ _ _ _ . .. ... . ... .
_ : , - . `."
;.
....... . _ _ .. .. ... .. _.
...... . . ..... ':: . � . .............. ...... . ' . . :... . -.
. .. . .. ......... � .. : .. ..:. '
� ... ',. ...._.. _ . ,` . ;.,-,�->' ...,,....;.y.:F�„. : ��
_ .. .:......... _ . . ; _.-.� .
, , . : , , , : . � �,•' . . , f?�l : : : E�V! . . . : ` P. `�-...tt: if�J . . ";�'M .
_ _ . .. .......:.::_.._. .._. _ .,...�..e... .... _.... R . FW . .:p4/ . :•'i f� -e-�:._- ..'.•�s, tl .
_ , _,. „ _._ _ . , ,. , � : _._....F . _M . ti/ .
_ _.. , .. .. : : : ....�,_ _...-T-�
PW P ._._a ,__..-.� . . . Rd . . FYI..,..;. ., . �.,t ,. , !'4 , : .,
_..: ; . , W _ � �. :_.. ...--+• Fw . ^^�- I� J --..--��
_... • . _:, ..... _ PW . . . P� ;-. . . ._._. . FW : . . _.. ..:`PW':<`�`�C.RWr.':.
:: :.: _ ,: .:
_ ....; ;..... , .
. . ' _ _. : : ,�t : . , F« . : : :�W , , :. . . . . . :
_ :.... ,.._ __
_ . . _. ....
.. .... . .
-
_. ,..
,. _.:. _.. .. _ _.... _ __ _. ... ..
.. ......... ,,..,..:. .., ; _. . _... . . . _
.. ,: .. . . ,. .
_.
_
. . ,. ..., .....: � ' _ ..
; _ <.: _ :.,.:.': . .. ; .
_ , `
_ _.
_ . .: _..... ,, . . .
_ ,. ... . .. : ,.
. . . . , �..,�,.. ., . ......:..... . ... ... �. . . . . . . .N ...�. ._ .. .':
. . .. .. _ _ . ..
,. ..._ _
, . , _.. . _.....
� _ _. _... , _..
<_ ,.,..:
M . _ ..: . .....
, , , ; , � , ° ,. _.. . _ . _. ... . O
:.
� : cy ,. M
f
, ,
. : ,.; ,_ ^
<
,...
, % APPARENT EX. RIGHT–OF–WAY � �
..
,. _ . ... _ .. ... ... .. .
;..._ , ,,,..,.: ,
'�. ` ,' ..: ,.:
� :
.... .. : w
; ; .....
, . ............. ;
; , ;...., :,.... ,:.: = `� R AL SE / 0 JOW
` CONTRACTOR TO COORDINATE w
; •. :: �: , " WITH CARMEL WATER FO L ' 475 LFT FU D�J T
`. , .
...... ,.:
_
REQUIRED WATER LINE POLY PIPE �
' � `. <
: ` ,- , , ,
: < > ,
1N5TALLATION SPECIFICATIONS ; w
, - c�
< ; °: ;.. .... . _.::...: < . ' . F � 12"� ..
: : , �
;....: <...., , ,
_. ;
EX POWER 209 LFT 0
� POLE (TYP.) �s• WATER MAIN Q
: •
i ': ,' ' ; 2 Q
... .. ...... '. " ` '
324 LFT OF 1 "�
, , „ .. , . WATER MAIN
` ,' ' "
;
w
Z
< '
, .. _
,
. .........> , ` ` ' `
; ... . .....:, <:
• ; :.
, '; ,
; ,.;
.. : , .
,... , ' : >S, TUNIS bERARD
�S� Q
� REGULATED DRAIN & �
TILE SYSTEM
7S STATUTORY
EASEMENT
TUNIS GERARD FROM TOP OF BANK '
REGULATED DRAIN & OR CENTER �F TILE
TILE SYSTEM �
f--- 75' STATUTORY
EASEMENT
FROM TOP OF BANK �
OR CENTER Of TILE '
,,,; ,
,
,
� �
1 �
�
�
a
� '
�
�
�
0
�
L
�
>
�
�
�,
�
ti,rn
,;�x
���
rn � ;�
� � a
J w"O
V}�a' �i
7 �' O
�'�y' �M'�� ' .
J'�N r�i� . .
C.'�:M N .. .
d
a
� �
� � �
�
�WW
�
o�o
�..�m
�VATER MAIN TO BE
ONSTRUCTED UNDER
EPARATE CONTRACT
�1 1 �1 il
.�S'.'`»ri,.„� � �i�'v:'34y�YY$rc, � ,y � 6�Nt ."�Y J 4 .,. � t �� � � �.
t, v
A . l, i }l.. ;
� �
.�'',R�� �n,�3ir�2� ''�G� a n.,{aY��'i: �., �,,. w'X, ..". ,s i� � a 4q.
� ,�_,,, a � �� .r Y,,. ,� ,� ,��. �ut�'�
— _ —
� �
�
;v ��
�$ . � �
3 ; s
t 3
t TZ r { :
3?&.�.,.�,� �A,u,,,,���. a�tbt.J...,,w"�3`,r•3M'
_ ?� - Y -
, ,�
-
PROPERTY LINE
SECTION LINE
— — — RIGHT–OF–WAY
— — — — — — — — FLOODPLAIN
— — SETBACK LINE
— ❑ — ❑ — ❑ — FENCE LINE
............ ............... ............ .............. DITCH LINE
( L s� a_ m s� �-� jTMANHOLEER
i�)___ �>s� — �>s�.......... ,.s,.._...... ,�s� ........ NSIIATNIi�TCREAN0I�NETR LATERAL
— — — -- UNDERDRAIN
sr � eom � e� �s � rQ STORM SEWER W/MANHOLE
& END SECTION
-__..._ F,E ___..-- i=F __._-_ f>i�: _._-..- ELECIRIC LINE
_—.. aw — aw __._._ �w -__...._. WATER LINE
.......... ::::: ...... ............... ,.....:... WATER SERVICE LINE
— PG — PG — PG — GAS LINE
W WATER TEE 0 STORM INLETS
� 45' BEND ELECTRIC TRANSFORMER
�•+I 11.25' BEND ..... GENERATOR
� C TAPPING SLEEVE ..#. LIGHT POLE
WATER VALVE YARD LIGHT
��° .,.
> FIRE HYDRANT –O– SIGN
� STORTZ FDC
1. WATER MAIN INSTALLAiION SHALL BE IN ACCQRDANCE W1TH THE CITY OF CARMEL WATER j
U1ILITY STANDARDS AND SPECIFlCAl10NS. CONTRACTQR SHALL COORDINATE WITH CARMEL �
WATER FOR CONNECTiON AND TES�ING PROCEDURES AND REQUIREMENTS. ALL WATER MAIN I
SHALL BE INSTALLED 4NTH A MINIMUM 54 INCHES OF COVER FROM FINISH GRADE. MAIN SHALL
BE DEFLECTED AS REQUIRED TO MAINTAIN MINIMUM SEPARAiION REQUIREMENTS AT ALL UTILITY
CROSSINGS.
2. CONTRACTOR SHALL NOTIFY ENGINEER, IF PROOF ROLL OF SU86RADE FAILS, TO DETERMINE IF
L1ME STABILIZATION OF SUBGRADE IS NECESSARY.
3. ALL RADiI DIMENSIONS ARE TO THE FACE OF PROPOSED CURB.
4. SIGNAGE SHALL INCLUDE ALL NECESSARY HARDWARE AND FITTINGS INCLUDING 10 FT. OF 11
GAUGE FLANGED CHANNEL SIGN POST.
5. REFER TO ARCHITECTURAL PLANS FOR ADDI110NAL SIGNAGE. VERIFY CONFLICTS +MTH OWNER.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAfFlC AND PROVIDING ALL
NECESSARY FLAGMAN BARRELS SIGNAGE ETC. DURING CONSTRUCTION. ALL APPIJCABLE
� . ,
M.U.T.C.D. STANDARDS SHALL GOVERN THIS WORK.
7. CONTRACTOR SHALL COORDINATE WITH APPLICABLE UTIIJTY COMPANIES AND BUILDING PLANS
FOR WATER CABLE ELECTRIC GAS AND TELEPHONE CONNECTION SERVICE POINTS.
, � � �
8. CONTRACTOR TO COORDINATE WITH DUKE ENERGY FOR NECESSARY ELECTRIC SERVICE
REQUIREMENTS AND SPECIFICATIONS, AND BUILDING PLANS FOR ALL SERVICE POINTS AT EACH
BUILDING.
9. GATE VALVES SHALL BE INSTALLED ON ALL SERVICE LINE TAPS. COORDINATE W1TFI THE CITY
OF CARMEL WA7ER U1ILITY FOR ALL STANDARDS AND SPECIFICAl10NS.
10. ALL FlELD 11LES DIS1lJRBED DURING CONSIF2UCTION MUST BE REPAIRED/CONNECTED TO NEW
DRAINAGE FACILIIIES.
11. ALL HDPE UNDERDRAIN SHALL BE DOUBLE WALL, HI–Q PIPE, PER CITY OF CARMEL
STANDARDS.
12. FOR U1ILITY INSTALLAl10NS UNDER STREETS, REGARDLESS OF 1}iE JURISDICTION OF THE
U1ILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE THE PAVEMENT SECTION THICKNESS
(ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1�-0", BUT UNDER
NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PAR 0
T F 1HE PIPE CONDUIT OR DUCT
BANK FROM THE FlNAL PAVEMENT ELEVATION TO THE TOP OF TNE PIPE BE LESS THAN 2.5
FEET, IF THE STANDARD PRACIICE OF THE UTILITY THAT HAS JURISDIC110N OVER 7HE
INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, 1}iE MORE STRINGENT
REQUIREMENT SHALL GOVERN.
13. EXISTING U1ILITY SIZE AND MATERIAL INFORMAl10N SHOWN ON THESE PLANS ARE PER THE
BEST GRAPHICAL AND VI51BLE INFORMA�ION AVAILABLE. CONFUCTS MAY EXIST AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL SIZING AND MATERIAL
INFORMAl10N PROVIDED. IF ACTUAL CONDI�IONS DIFFER FROM THAT INFORMAT1dN SHOWN ON
THE PLANS, THE CONIRACTOR SHALL, PRIOR TO THE INSTALLA�ION OF ANY PROPOSED
INFRASTRUCil1RE, NO�FY iHE DESIGN ENGINEER IMMEDIATELY.
14. ALL PROPOSED ON 51TE Hl'�RANTS MUST BE PAINTED RED.
15. ALL STORM SEWERS OUTSIDE OF 1HE RIGHT–OF–WAY, SHALL BE PRIVATELY OWNED AND
MAINTAINED.
16. POSI–CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLAl10N AND MEGA
LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS.
17. ALL DUGTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE
7RENCH TO 12" ABOVE THE PIPE.
18. INSTALL WATERFAAIN TRACER WIRE WiTH ALL.WATER MAINS LAID AND BLUE REFLECTOR TAPE
MUST BE INSTALLED 12" TO 18" ABOVE ALL WATER MAINS LAID.
19. ALL WATERMAINS SHALL BE DUCT1lE IRON AND INSTALLED PER THE CITY OF CARMEL
SPECIFICATIONS.
20. fULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET
CROSSINGS.
21. FlRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE
FIRE HYDRANT.
22. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED.
NOZE:
NO EARTHWORK DISTURBING ACTIVITY
MAY COMMENCE UNTIL A STORM WATER
MANAGEMENT PERMIT IS OBTAINED.
�
"IT'S THE LAW"
�ALL 7;'i:"riK�`:�,; DAYS �Ei ;RE YOU DIG
1-800-382-5544 or 811
CALL TOLL fREE
PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LRW
TO EXCAVATE VflTHOUT NO11F11NG THE UNDERGROUND LOCAl10N
SERVICE iW0 (2) WORKING. DAYS BEFORE COl�h�ENCING WORK.
■I
■ '
��
� ... � �
� �� �
C r,n g
� � O � � '
Ua �
, ���
�°� F–
��� �
A�
x
z —
�
� I
�
.� �
�� . .�� e
� •
�>,�,. X �k.,, � .
°� �'
,�... _
��
��^ •
,,�., �ri, "�
� �
.�: i
�. ... ,
�w.,, �� r.
R
� – –
...T. ;-� ��. a , -■
M
0
N
. �
N
w
z
�
d
z
o �
}. ...,.
��
:�
����������Q
�
000�o�
= z
o � o
W �
� � � � W
�����
z �
¢����
� � � d (�,�
J � .e[
Z �.: .Z' �� CJ .
W V W � �
N
� O � � � O
� � N
� � � � � �
�
O W O y N
d � �
C�$. Z C.Z � S
� �; � r�`�' `�
� � d N N
� � � � �
o = c�i u., w
�WW��
��� �
�����
w�,W
� � �
v v
� �
d sh r7 M� � M .
. �.� h �.�� p�j t� .c\'U F-.��.
N ��� � 3i . ..0`\p - ���
C7 O p: ��p . .
O� 00 h tD � d' M N � z.�..
SHEET ���