HomeMy WebLinkAbout060-00 C107 Utility PlanUTILITY PLAN + d
GENERAL NOTES
1. ALL POINTS OF CONNECTION OF PROPOSED SANITARY AND STORM / / � / � /- -- - - - -'y + a � "„ '••� - -�~ �a. ,*s �, "•
SEWERS TO EXISTING SYSTEMS MUST BE VERIFIED FROM A
KNOWN BENCHMARK VERTICALLY AND HORIZONTALLY BEFORE / / ' ,t," ,> r
START OF CONSTRUCTION. ANY CONFLICT WITH THE PLANS +✓ � �' / '•�' , ". ;- •y ` • < u �
MUST BE REPORTED IMMEDIATELY. ! -
E SECTION 8 i /I Ar
INV- 855.60 ♦♦ ` 25LF OF 18" RCP o 0.65'% y�d��L °• °5�
2. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. IT .,, . %'
STUB AND PLUG FOR „° 0
/ � it J♦ COMMERCIAL P ! �: t•
'' , ` PARCEL
\ Oil QR
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL J __• �,_ -.
AFFECTED UTILITIES AND THE LOCAL UTILITIES PROTECTION
SERVICE PRIOR TO ANY CONSTRUCTION.
3. LENGTHS OF PIPES INDICATED ARE FROM CENTER TO CENTER OF � --
1 0.00 „A„ \• '�' ' /
STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS. /SOIL STOCKPILE AREA '
/ -. .. r // StO. 19.1 /
T.C.= 858?J5; . o� � ' ..
` .C.- 854.85
42 INV STUB N.W:•850.95 -� W Y �'
4. CONTRACTOR SHALL CALL 1- 800 - 382-5544 FORTY-EIGHT (48) v•s54.98 (NE) .�7 \ xi. t I f ♦ , ou S.ET 850 5 -
INV T t .8 OD U)
HOURS PRIOR TO CONSTRUCTION FOR ALL EXISTING UTILITY
/IN V• OUT SW•851.97 J n
LOCATIONS. �. / �, '�• '
CO STRUCT MANHOLE TO / � \��/ �y � 1 / + ♦ ♦ ' . A,
RR r �a cn
5. SEE SHEETS C103 & C104 FOR SITE PLAN. C NECT EXISTING BOX CULV T
32 LF 30" jt'CP 0 0.34% r / + f + Q
6. SEE SHEETS C105 & C106 FOR GRADING PLAN. ` ( � / �� Ir j/ �'•) N
T.C.•856.40 26 i ♦ 6s iR - , ~+ Z U oc
INV - 851.86 T.C.•854.65 p
i 41 F Q
7. SEE SHEETS C116 THROUGH C119 FOR CONSTRUCTION DETAILS. " `� ' ', INV W N.W.•850.09
/ % INV OUT S.W. - 850.09 ,� 6
?X \ ` ` Y _ ro
8. ALL WATER LATERALS TO BE 4" UNLESS OTHERWISE NOTED. ' ', � �, .. � -' _
+ st `',22 ,.8.. w tL g Q
9. ALL SANITARY MNNS TO BE 8" PVC UNLESS OTHERWISE NOTED. -
•
i
8' I r�ert�ti -- -... - -- - Q j � � w �
10. ALL SANITARY LATERALS TO BE 6" 0 1.0X UNLESS OTHERWISE NOTED. � / - -• -•-- -�\ - - ------ .r,- ,-- .._.»,r- ....,,�, .�,,._ - - - - - - -- -- -- - � - ui
`' �r� .�' i Z c75 i w w
11. SEE ARCHITECTURAL PLANS FOR WATER METER &SPRINKLER °° `� �� ° I \ � � �<V,,`�. •,.,,. ,, �, t * � c7 � � z �
CLOSET LOCATIONS.
o o Q' 1 t r •
LEGEND
EXISTING cn a Cr ac
/ T.C. •853.80
INV OUT'S.E.• 850.98 �8 T.C. -85
PROPOSED // Q�,• `� � 30 ---- R�,� �
/ t WV OUT •8 `r
_a :asaaa == STORM SEWER
>• 1 T.C.•8 4. ♦ + c; A c%
N.E.•849.54
40
SANITARY SEWER
•��, y0; _ E.•849.54 O
1 g
CLEAN -OUT • •�� /' °s i� I t�I'' ��'� ! `�� /�/ i9 TC- $54.40 �♦ Q�`'� / I + %'
1
t t �` �/ ...• M n Z INV IN �LYY.• 48.7 +J� `.
SANITARY LATERAL �� // , `( i I t + ~ � C , � 38 �o ��/ r •�,
Qe t INV- OUT -8 / �(�
MANHOLE ~ J �/' I j �1 f �•• ' / J� % 'i / z
�a '
INLET III l I �t i /�.' \ c %po T.C.•852.83 ' Q, 'N' ~/
® I I t \\ .7y�/ h 31 INV IN N.W.• 850.66
`+ END SECTION / ♦ ` / WV
��° �� JJ /♦ + OUT S.E.- 850.52
STORM SEWER STR. NO. j ❑ - - - - � T.C.- 852.89
i o �.■
o
-
JJ / ♦ r ! i ' r p`v
d< IN� V
0 W.•848.35 SANITARY SEWER STR. N0. T.C. •857.75 T.C.•852.23
WATER LINE w INV IN S.E.- 19 7 r INV - 850.57 3 8.
�...
0 _ \
♦ INV OUT S.W.•848.07 i � ,�e "' �6i
- f- BURIED TELEPHONE LINE T J SOIL STOCI�PILE�ARE �' �
4
- - BURIED ELECTRIC LINE
Q$ , . J � ♦ r ` I f , 3 . 0 0% � / JQy V T E: �0.55�
ELECTRIC LINE A�\ h
& TELEPHONE LINE E/T o Sto. 15-34.30 "C" 18 T.C.- 851.88 a 0
i
96
1 Qo /,' , i / I / Q INV IN S.E.•848.22 4 ,r
IN SAME TRENCH � / ` ,.\ , � / , �
T.C. - 857.05 w r f �l ` 11 r♦ ,yQ NV OUT N.W.-848.22
OVERHEAD ELECTRIC - 2A ° r CT - +
/ INV -850.4 0 1 i t♦ d` / C `,° T
T.C.•852.02 C
c Y iIN N.E.•847.90 Co), p� O \ T.C. 2. T.C. -852. ,9 4
GAS LINE G Sta. 10.00.0 „ �> t I v 2 �A �O /A, ao' '°o, 1r
,1,
"o -- TAPPING VALVE I IN STUB W.•847.90 0 j� ,, r 1 33 INV 4 `�% 35 INV W N.W.• C w
FENCE N , .
INV OUT •8� 7 INV IN N.E.•847. M, O
/ I I OUT S.W.- 847.70 ° 1 \ INV OUT S.E.•84 1
CONNECT TO 18" PRQPOSED � I y '
+� POWER POLE T.C.•857.78 WATER FAIN WITHIN R.O.W. I / 3pLF OF 21" RCP o 0.50% T.C- •853.08 T C • +t V,
2 (TO BE CONSTRUCTED BY 1 i TUB AND, PLUG FOR / a \ ,� 18A INV OUT N.W.•848.60 INV IN N- 848.65 +4�?
�"• GAS DETER INV-850. (z w) CITY OF CARMELI �� MMERCIAL,PARCEL / s.
INV-852.1z W) I s
THRUST BLOCK � � 0" RCP 0 0.38% `` �• � ,' ♦ // � �• � lrC�F � � S�fO s OUT S.W.•848.55•._.
,,,, T.C.- 852.65 ♦g D .C.- 849.25 'V'
T.C.•855.20 `.•� f I / �" .C. 52 g0 �P�A � - 34 � °� ? ?O IN 4
_ i 17 (NV OUT N.E. - 850.35 /
WATER VALVE ►. INV•852.40 1 \ i I / o IN -84 45 p '� 4• V
FIRE HYDRANT / o p NV . RE Hl•851.
NV 0 5
45° ELBOW /
W
90° ELBOW a ' Sta. 1.99:00 ..C.. n6��, `� ' \ �A
/ . 6' ti V I
�� c
y iQ I�- '. \ \ of po 11� I Z
TEE ,� %; ^l it t + \\ /i, i r/ Y Os�'y 'fj4 -�� �// \• 1� 1 l� \ ,J �a� 1 MEND t • +WV)
i � T
TRANSFORMER PAD ® .° \ / (I ,� o V ,
DUAL WATER METER PIT
/ I r
I T.C.•850.
RCP 0 1.00% 28 LF 12"
45 1 \ /.
"DON'T DIG BLIND' •J '-
I 11. / r / O`
/ ��Q,•� :, �� I / _ ou N.E. 7.25 44 v ��
0� 4" LINE
oor
° \ INV IN N.W. 16 � 10
1 -800 -382 -5544 - 84, , \
1
v our s,w.•s46.8o B IL I G •6
CALL BEFORE YOU DIG � \ ' � �
15 T.0 •852 5 \ r o
INV Ica �
r \ INV IN N.•846.55 �� �� "/ \ Q? O
r• INV OUT N.E.•846.35 J� J� r i ' - O
LL
/ / ti� ��L
T.C.- 857.78 �/ t .\ d r
t 11 Y 4'� ALVE ,� a LL
INV IN S.W.•852.24 i (\ cv r \
INV OUT S.E.•852.00 4" VALVE
\ J
INV STUB N.W.•852.10 ui ' _
0" 4 IN
W / �i 49. Z a N
r 20LF OF 18" RCP 0 1.00% / t _
J r STUB AND PLUG FOR / `. ' /O ► \ , l 0 "RCP 1.73' 152LF 'OF 36 "RCP 00. 6/. 21 T.C.•851. / \ _ WV ,OUT E.• 6 C (`n
COMMERCIAL PARCEL �r i �,� INV IN W•845. 0 / y \`� F „ + f 1a v CD
�TioEE nue tt OUT
INV •845 t� �' _ T. .•8 .86 c) c �- S O .0 d
WV W 845. � (tS
/ ♦ ♦' SOIL STOCKPILE AREA r'r ,�aoo� v Y i -� .20 4 _ _ '�F t r a-
/ ♦ T.C.•857.17 O`'Q J `JBLr V♦P 7.50• a r rr� /� ' 1 O CA Co
` INV IN S.W.•852.49
,, U
,
r INV OUT N.E. - 852.49 'ilf �r8,, ♦' / �� ` a- C
T.C.•850.10 + I CC's
♦
BUILDING •5 INV IN N.W.•844.98 22 ag� / / i 9 I < E uS
r C�, ?sue r J r INV OUT S.E.•844.98 lX J� ( n /t `` ,_. m �.�+ O L 0
>`'9(+1 �� i T.C.•849.00 '` v / ��`�� O O) O Co
T.C.•853.10 Z3 `' /, W Z C
/ ao INV OUT S.E.-845.00 / / W
13 INV IN S.W.• 49.58
8 - �,\ CC C13
18 INV OUT N449.58 Q •� Q j
t M
C
/ o )
IE
•
DATE: MARCH 08, 2000
da - - - -- - 1 Ewell Place _ _ - �6 - (s ''.844. to = 40'
( j21 ii � t`� is I Y ,
o.30: SCALE• 1"
c r T.C. 856.00 t - s -tci 1 4 846. '.,4
�' W U INV OUT N.E.•85�.00 I tt 39LF OF 18" 848 s47 (� PROJECT NO. 111-1150
/ r RCP 0 .51% 849
-- - - - ---
au - - -- - I SHEET O.
850
;, � 850
S TN
- - T.C.-850.20' C107
u D D (� D �` - -- 47LF. QF 42 ' `
12 T.C. 46 T H �. f l L1�..LLJ, J_I I -_
RCP 00.30%
[� [� INV 42" IN N.W.•844.68 24 25 E
\ c ' ►f�V IN •N.W.•850.27- 1_l..d. >.O.P..ERT Y �F __ �_ _
l N SECTION _.{� .
VIN S W •844 54 ____ --
INV -18 IN"N.W -844, - _
V •844.7
11lV'OUT N.E.•850.271 _ 68-------- __,.____ � ..------------*---••---. �_.•,------------------- ...E►���CTION »
INV OUT N.E.•844.68 - WV' W N.E.- 844.91 S
1150U1.DGN