HomeMy WebLinkAbout060-00 C108 Utility Plan• UTILITY PLAN
GENERAL NOTES:
-- I 1. ALL POINTS OF CONNECTION OF PROPOSED SANITARY AND STORM
SEWERS TO EXISTING SYSTEMS MUST BE VERIFIED FROM A
KNOWN BENCHMARK VERTICALLY AND HORIZONTALLY BEFORE
START OF CONSTRUCTION. ANY CONFLICT WITH THE PLANS
iy '>1: MUST BE REPORTED IMMEDIATELY.
' Y I 2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL
+ \ �. AFFECTED UTILITIES AND THE LOCAL UTILITIES PROTECTION
t
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS OF PIPES INDICATED ARE FROM CENTER TO CENTER OF
STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS.
T.C.- 854.85 I 4. CONTRACTOR SHALL CALL 1- 800-382-5544 FORTY -EIGHT (48)
(4 INV STUB N- W:�-650.95 I HOURS PRIOR TO CONSTRUCTION FOR ALL EXISTING UTILITY
INV OUT lS.E_+850.85 \ i LOCATIONS.
5. SEE SHEETS C103 & C104 FOR SITE PLAN.
6. SEE SHEETS C105 & C106 FOR GRADING PLAN.
7. SEE SHEETS C116 THROUGH C119 FOR CONSTRUCTION DETAILS.
ss Ir. {.F;.' 8. ALL WATER LATERALS TO BE 4" UNLESS OTHERWISE NOTED.
INV IN N.W.- 850.09 /� 0 40' 80' 9. ALL SANITARY MAINS TO BE 8" PVC UNLESS OTHERWISE NOTED.
y \ INV OUT S.W.•850.09
10. ALL SANITARY LATERALS TO BE 6" 0 1.OX UNLESS OTHERWISE NOTED.
END SECTION END SECTION -
sto. 22 s.10 e° �_ k�� 11. SEE ARCHITECTURAL PLANS FOR WATER METER &SPRINKLER
oh \ •_.�- ' IN 4.70 - UT� CLOSET LOCATIONS.
/u V N.E. N E• INV S W •853 70
- .\.�.• - C ,. 7.c.•aso:oo 12. EXCAVATE 10' x 20' CROSS - HATCHED AREA UPSTREAM OF PROPOSED
�g •r 1 - - - - / / t� +, 1 4 75 INV OUT S•847.00
`. ( �+ ; of 527 i BRIDGE WITH A TWO (2) FOOT CUT BELOW PROPOSED GRADE.
' 66LF of 12 "RCP' - ° • ° -- . _ ADD BACK 12" COMPACTED CLAY IN THIS AREA FOR EROSION
CONTROL AND UNDERMINING PROTECTIONOF RETAINING WALL
-.
Q' -' + • ° ____ ° ° • �-- ° ° ° / FOUNDATION. PLACE 12" DEEP RIP -RAP OVER 12" COMPACTED
� e ° ° , , _._ ° ° ° ° , , � ° • CLAY TO DISSIPATE ENERGY FROM WATER PUMPED BACK
/ UPSTREAM FROM WATERFALL AND POND BELOW BRIDGE.
--
13. SEE SHEET Cttfi FOR RET.WALL DESIGN
TA I
e � INV OUT a a
BUILDING •23 BUILD N •22 a BUILDING •21 LEGEND
,.. , I BUILD _ a _
_ _ _ ]4 T.c • 5,.85 /,_-, , - as :2o EXISTING PROPOSED
u1,. f✓ INV 8 0@ J` 3 I V N.W. •844.94
i - 54.03 - INV •84 .46 I V 1 S •844.94 flLT
I UT E•850.00 WV UT S.E.- 4618 :: _ :: _ = a = = STORM SEWER
,
i o
C9, 38 T.C.•854.40 ' �"ti/ •�/ ' - --
INV IN N.W.• 48.7 �� , i _ / j� ���������� SANITARY SEWER
INV T . -8
4 v CLEAN -OUT •
6" LINE & VE 8,, W
.83 /\ oq, v g V� 8„ 1N SANITARY LATERAL
.W.-850.66 o
�J 1 4" VALVE 8" VALVE Sta. 4.53.64 "E"
S.E.•850.52 ��`' Caven i� 169E OF 12 "RCP Qt.50i - _ _ - - - -- - - 16.73.07 G ^ MANHOLE •
1" VALVE'. --. OF 0 INLET ■
_ S
I Sta. 15.76.10 F"
T.C.•852.89 o� j • Std: '10.85.92 G" 1 VALVE Sto. 1.2 98'
48 33" '6-1 , -`� �p �� t�, I / 2 �S I END SECTION ►
a tt �" ,a•� .. B IL IN C 0
IL' IN �+ 9 STORM SEWER STR. NO. F
•
_ w SANITARY SEWER STIR. NO.
C.- 853.49 - - • _ - / o J 00 WATER LINE
w
47
INV OUT S•849.09 '' - ill DING •2 0) > O
99l� �. 2" LINE &VALVE q �\ ) U • BURIED TELEPHONE LINE T
4" LINE & VALVE
�o ��' / BURIED ELECTRIC LINE E
v n C .fir 6" VALVE �� ° ° ° ..�... _ `. q�ti Z �- RI LINE
SEE UTILITY NOTE 12 / _._ ``
9 / \ � p _ - -_ -� �
ELECTRIC TRENCH
T.C.•852. 9 ]a - _ &INTSAME ONE LINE E/r
35 INV IN N.W.• C ! 6 0 -
o`� ; F • c;o e0 / _ OVERHEAD ELECTRIC
$ p T INV IN N.E.•847.
•84 7 . ` .'t INV OUT S.E.-84 % C., �\ 6/ 6 SEE SHEET C116 FOR RET.WALL DESIGN m. _ , ._ .._ GAS LINE G
S INV W N- 848.65 46 �` L �\ °• • WATERFALL AREA '' 4 ` > I _ _ 76 T.C. - 850.90
p �o OUT S.W.•848.55 50'x- RCP 01.5 / INV OUT S.W.•847.40
FENCE
8 7L w POWER POLE
C.- 849.25 0� �l 847 848 849 107LF OF 18 "RCP 03.15' -
A6 �0 , I IN N. •846.25 .43 v ' �S 4584_ 6 �_ .. , - d i GAS METER
} 90 eq'• IN V T S. 47,12 �� „ V VE ��/ • ° ° • -_ __% ° • ° OF 03 - + THRUST BLOCK
,r
T.C. -852: °° _________. - -' -
�\ 4 W INV OUT S. END SECTION T i tt 7.C.•850.27 WATER VALVE ►•
- ?'�', o^ 4 5 T.C.•850.50 ' \ INV N. E.- 841.60 70 - _ i I 72
' 'Q INV IN.S. .•8 .72 I I _ INV IN N.E.•846.67 FIRE HYDRANT
' ��' App X61 INV IN N. .• 7.00 \ / )Ci' ' .' ° _ _ I INV OUT W- 846.27
A BEN INV 0 S .•845 2' /�' e i I �, __ 45• ELBOW
>
�'QC •,� �/ / / L - - - r 90° ELBOW J
\ \ \ r '� TEE
` Qj� , ,, / , • ! T.C.- 851.50 71 I
�s INV IN E•842.90 I z
■� / 1 INV IN N.- 842.90 - I TRANSFORMER PAD
I 49 OF1 Q / INV OUT S. W.•842.90 00 1 O
03. i( v T.C.- 850.50 ' , + -0 BACKFLOW PREVENTER
/ter.... �V \ ^\ C.• 30 ° 54 INV IN N.W.•844.86 a WATER METER Q
/ + /}8• •C.• 0. 0 i INV OUT N.E.- 844.85 0
N.W.•845. 52 I S.W.•845.On Z_ tt I Z (WATER METERED IN BLDG CLOSET PER ARCHITECT)
OUT S.E.•845.2 INV IN N.•8 7 '-
�. + 1 END SECTION 0
�'O / F �,\
INV OUT S 00 , Gov+ [55 INV S.W.•844.70 /�•
C.• 9.25 END SECTION ° I m // m "DON'T DIG BLIND„
� J
N.E.- 7. 1+1+ ! v 0 + R 1 p.2 6 INV S.W. - 844.40 /
I i �
OU 25 r OF36�,RCP 0 INV 8" •844.50 • /
r`
1 \+ •� (ORIFICE PIPE) - --
1 1 X51• (GROUT IN PLACE W/ /
NON- SHRINK GROUT)
!y � t 'r- I �+ , �Ov � T.C.•849.80 9"K 1 • END SECTION 6 /
/ .. I
�f' 9 OF - 1 65 I_ END SECTION INV OUT -N.W. 6046.
F INV IN N.W.•845.11 `� INV S.W.•845.50 66
\+ V IN S.W.•845.�o 1 INV S.E. •845.54 1- 800 -382 -5544 j
1 IN OUT N.E.•8 5. 1 / - 00 z _ ?X CALL BEFORE YOU DIG 1
/� $46
/ iii V 847 > 1
;,- 4`\ • • C \ ■� 850 849 8--= �� ` -�� �`�'P > 1
' INV 1 44�4.19 �s ��� J PROPERTY OF TWIN LAKES
V S.W "•S .19 1
�h � ` INV .OUT .E.• .6 a°
f,
1 T. .•8 a6
.r,� ...; INV W 845. �` - _
4.. �a a �3 0 WILDING •16 a i
•.
!EJC�R -. Q� 64 T.C.• 51.0
_WILDING
- �_ - - Z
0 S 't , p INV T `" > 1
INV U- -
-
T.C.- 850.00 )<i �l 0 T - .E,� 45 7 .•
IN N.E.•843.73 59 \� �' m , m 1
-,
9 1 = APPROX. 50' UTIL. EASEMENT TO BE 1
I. �!,•� ", ' °.. � IN UT S.- 843.73 't
LF:
- ' Q s 4' "W ACQUIRED BY CITY OF CARMEL. 1
A, F / '-• ` " - - _ CONNECT TO 10" PROPOSED DUCTILE IRON PROPOSED WATER LINE 1 EXIST. FIR
t' ' WATER MAIN (TO BE CONSTRUCTED TO CONFLICT O 'GAS PIPELINE' - HYDR AN
PROPERTY L - - - - -- - - -- T -
RTINE BY CITY OF CARMEL). EXIST. 3' DIA. CASING. - - - - - -
+ - - _ - - - - - - - - - - - - - - - - - - - - -
- __ - F OF 12'RCP 3OI r - - - - - - - - -
-- - - - - --
TZ °__.,8 a. 9.87.70 11E1 ----------- - - - - -- 380' f SAN
1 W A
-- - -- ; - a" VALVE zb ><d�e L ne
6„ LINE VALVE �'�_ EXIST. 10
• - .VALVE. 10" W
LIN & VAL� �
30
+ LF 18•.RC 0
845 0.30. GARAGE
'
`844-
848 847 846 (� 31LF 0 1 ao
849 RCP 0 0 -tn./
_ w
- - GARAG - _ - - > - -
GARAGE BI IL IN " C 5 = -_ - - -. _ �-
_ _ . -- - SAN. SEWER COST TO BE REIMBURSED o
_ - - - - - - - - - - - - - - - - BY CITY OF CARMEL PER 10/04/99 MEETING. "' INV. 833 SAN.IJANHOIE
- - - -___ _ --- -' _ -- WV. 833.8
- EXTEND OFFSITE 8 PVC 0 043/
IOLF 8' PVC E E D _ -_ _ - - - - -___ --
850 850 x ._._ - -- - -_ - - -- --- -- - - - - x - - - - - - - - %- -,�-
- _ ..
..... -_ EXIST 6 C l FENCE
- - - - r B
_
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63` �ft���f \��- �- T.C. -851.2
a
-- -- - -_-- -- r r rr r z,r _.•.• _ _ --^rr+ _ INV OUT N.E. 84`J•9$ - ,,,�• .
_ fND SE
25 ENd SECTION '" 1 3 0'�� y _ rrr ...._r-- r........_. r.. INV OUT 47.25
INV - 844.73 ..._ G- x.853. � W 8 � .
INV IN S.W.•844.54 • - -••NV - 8___rr.r_ : » »... --- r - -- •------ "_ - - --- _r...r sx -��'„� - -�;., �'�`. w _ _ _.- _ _ y � �E•847.04 _ ._..... °' " -,
r .84 � INV IN 8 - 7 69 _ ►• �[{1 "85� 5 �. �
rrrr_"-- - -- - -- .- _ ""•.� -,. ._ .. % MI+W. \ J _ .__ . 'T�.._37
. . ,.: _ 7.C. -849 89r_ .r ........... . ... ....�y .'�- -�.a - _ -- ,
_-
___ - - 1012 \ ^ECIIAN- __r____. r________ -__. __ r'/ `'' INV T,�I•B46 94.E ,
- M S��TION inn INV IN N.E. - 844.91 �! u 4 ,_•w �• Fil`�'
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DATE: MARCH 08, 2000
SCALE: 1" = 40'
�( PROJECT NO. 111 -1150
SHEET NO.
C108
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