HomeMy WebLinkAboutD-126908DATUM /fCAJ
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fAJTf WfJT PROPCRTY
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/, 660, 333. 70
GYCJT PiPOFERTY COR N
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/, 660, 306. 99
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NOTES
t 7",f/ 59 II
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1 I 5 \II _� 1- 111 1 - 1 and
r Lu 1 g nn t tl - t PL'
L:
3750 '.. 2. 31 lole L 11 1 "I .d LI
h to p -I
42 -inch 0 I nett d,av, until time of un ,,.: LI m U [he
' neu ,n Le rue P1LOr
3. Ii I 1 IC 63 1 6C be f h I 111th eh r <.11
1 ;� 4. 01,11 a , hel l r d [' tl t- ,1 beds
level led backill l r tl [. Tat 1 . n m t ,
tk1 V L 1 d F , p'. 1 - ' I1 al"", _ rd )n p l - dd d q n ..,
Iiele, L, ,hF ., P_i,i,,ti 1,1
�41'CLf.4RANCE� 5. tlanholc cover, shall be oI Lhe nun locictnl; type.
Q
6. C I 1L 1 1 are easun 1 m ]ec els nut• "
m :1 t rl a" 'la t 0 +19 t] +5o and aC
El Lien 2C along the d C LI a]-{, L.
' t t shall take p t s t p o t I1 L L -.n t
. 4B "�DLfA,4ANCE P p, n I'1' . A I I (,e I by I1 t c -ha11 ne
4 _ o mired by the Centrncte, nL n edd Ltlonal ces,t to the
C 7. I to .ntj.n Y ajLing d_ to the
u v stun
0 pl 1 £ t .1 11 b bt nF Lhc 0 ee.
8
All thnl- L ll 1. , Innis' t pl [ H-20 I ad- RS'.
� �� 1 ti. .. N69 °94'x2 "k / \ \ 9 _y 1" ,��y6� tic Ivy `•\� 1 "
P'NAi' - { 33483 4oOC13 - r ' ''639 6 MHOS
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X,F,_7 PROF -CO/i _ �AJT PROP MIT ELEY
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/TOP Of JLAB �..�EX /JT /B "CdMP
" BLDC/lOUL AREA � l
(F /EC D LOCATE)
11NDC/iOITZRY , � —0MH
END Y/Ei✓ -NIS. a
/fNOC/1"OU£ FO/T fUTORE - -�. N' /YEMOYE APTf/l
fOF FOTORf /B"CONC- �/� /Z "CMP EXTENJ/ON To
ORA /N, NLOCh' ODT P
DNC. JOB• �� E / ,ryp$ 14 ",� ACCEJS ,4dOYE !111,97# Of "MLA" - T ¢ CJM%
�ST PIP/ '/ 15 011T AB0l7E fL ,27.30 1B , I JNOP FA6/f /GATED -
/ . �^ - TO CT /ON N FOTf /Z"CfMP
LfNOC/f0(/7.P
/ ^ C
h\ fUTO/If /B" 60 "x 42" -
2f,.00CETJ' AC+'l!'E I - s7EPS CONC.J'D (TY7i�• ' MP
t /V /TH YTEPJ r- POH/iR DUClJ' N= MH #4A I' I JTEPJ
SO
TOP EL 247 - Z4 "�ACCfJJ \ `
07/CT OEPlH L l �� CMP
v-98`fLifCP "� V.I /�TTO Bf %IEMOYED • �" - I ,�; �p � -.
CONNECT /ON
/ CONT/fACTOR TO P I � � ACCEIJf ABO/7E
\ JEE /NOTE JH ' JTEPS
o
9
leA MH *4C .- I_I 24°,4CCLSS(JTEEL'
MH #4B a 2d+ ,,�M uNE I�RE.fiJT /S "RCP
M H# i y N ProPERTY Mr fi TiELD LDCATf
J�IIj `EX /.fT'42 "CfMP /B /CJi7P —� I � FiPDU /DE RCPLACEMENT �3 "1AX JPAC /NG
CJMP AJ REQ O fOR �Of/jf' /DE Of
�RNaC/iOOT FOR_ `_ /2 "RCP EXTENS /ON - { //✓JTilCLAT10A/ COLUE?T
fOTORE /9"0' MO.STAiP / /8 "ITOB 3/411)411"ve
CONC JO CA)CHBAJ /A/�=�
t�
9. The d.b,is b h ll he a,, el—e the plans end in
tl Sp l D t.'l tt t1l L tl _ b r h it be
t h "axed t be ablt ( aLh LL 5 d) d
q ppod th pnlling /1 i'Y,ing yes to all cdl by
- 1 gl t n t I' n ,q 1 uC- ( 11ckh ) it ' r. n iti,ae
91
10. Field l t th, Tyl,17,11,111 -nL CB 1'L nil u
I D 112 nch RC 't. , Lo 42 1 RC1 t -n-
aon Sat l,n sh dl t, aL sting 6 , „d cl ?,al Ill,
MANHOLE SCHEDULE
MANNOLE - PIPF KNOCKOLIs PCT OPA RF
"1NT,12i oh SUMP Lin 1N'l
No. TYPE - )TZE EIITII* STZP LLGV ILA('h Plpl, 1LliV
1 APIVA Tlpe III -96 .96'0 None X42 I lb_ N 18 RCP 17.7
/Cll Base 12 O L 16 :7+
48 I n 1C+.: 7,
APIVA Type III 144 "Q Nene 72 In 17.50 N 181, KIP I9.8
48 Celt 17..50 SW 72 IiC'p. 17.50
3 APIVA Type V P nn N>ns '7: It, 1 @:22 Nene
40 .72 On 75.22.
4A APIVA Typo II 144 "0 30' 60 In 2Q. 09 N IS" RCP '31.:1
: 42 11, 19.37
7.2 out 19..09 '
4R APIVA Type II 84-0 L. Q 42:: ,In 21,19 None -
12 In 24.10
- 42 OuL 19. 50
4C -APIVA Type III - 48':0. None 12 In -24.2 Npne
I2 Out 24.2
i AIWA Type V P]an None 60 In 20:36 Non,
40 C,0 Out 20.46
6A precast Ltility 10'1% 30 60 "142 I, 22..64 N 13" RCP 22 0
fault x16'L is I, 21.14 NW 18" RCP 22.9
l� Te 21.14 SIV Is" RCP 22.9
f0 Out. -21.14
63 APWA Type I 18"0 N ,ne 1 s In 19:8+
15 o,t 27.94
6C APIVA Type I 48 "0 Nun, 15 In 21.6'
15 One 21.61
13 -1 APIVA Typ, III 34"0 30" IS" I,(N) 18.7+ None
18 In(E 1:1.62
- 42" Out is 62
Z4 ",�ACCEJJ ABOYE - -- ` 4224" 1AIZV GRATE EXIST COL UERT
25.5
m
29.3 (N)
2s.5 (s)
29.5
gnu
ago,
{I I (N)
l 11
Slab 2.. -1.2
30.0
3(1.0
2 1. 1
(C its fc
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JEL NOTE /O TH /J JHEC MH j ;yate- ,asrars a11 11.bsr�11.,ei epth
Ao rAc44v $1048
�" tPCP� F2'RCF EXTENJ /ON m °.�/
/44 °p' MN JrA otoD CB -1, io'p aASS FRAME, COVER, & GRATE SCHEDULE
/ xTOW.0 CONCRETE P /PE+
/ TYPE ZT OR EQUAL I/ _ JfE NOTE LS' /J JNfET aANNOhR ncsuu P'I' ioN
Y''24yACCEJJ'ABD//E .POLiD COYErY
1,3,411,413,5,"A 24" APIVA Stn Plan No. 12 /s to t 1
AND VIEW-DEBRIS BARRIER z 24" Iau:,w -L11 £,r th et_,h,
OVr fh /z//"Z//5Y , ^
a ctal^ t 4C,613,6(' 24" APVA Std. Pla, No A2
72 R MANHOLE SECTIONAL, PLANS
24" 24" cast irl,n inlet, AP1YA stn. flan Fu. If'
3 �+'p• a7- i26g
MH +2
ROLL 1 1 048,2
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DESIGNED Z Vf 117'1
DRAWN dLES
CHECKED./Y P/Nf
REVISED.
As
� 3400% Z
SHEET
2
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� �� 1 ti. .. N69 °94'x2 "k / \ \ 9 _y 1" ,��y6� tic Ivy `•\� 1 "
P'NAi' - { 33483 4oOC13 - r ' ''639 6 MHOS
6 •,� P� �.
Taty
X,F,_7 PROF -CO/i _ �AJT PROP MIT ELEY
� F
0 3B' D
Q�
F{
S
/ -
/ X,
" - `. CTENTON p /CLAGE, .PLACE /NTfRJfCY /O.f/ M
CONTROL, BORING & OVERHEAD WIRE PLAN 24' "AC, T T4t11JTEPJ)
/TOP Of JLAB �..�EX /JT /B "CdMP
" BLDC/lOUL AREA � l
(F /EC D LOCATE)
11NDC/iOITZRY , � —0MH
END Y/Ei✓ -NIS. a
/fNOC/1"OU£ FO/T fUTORE - -�. N' /YEMOYE APTf/l
fOF FOTORf /B"CONC- �/� /Z "CMP EXTENJ/ON To
ORA /N, NLOCh' ODT P
DNC. JOB• �� E / ,ryp$ 14 ",� ACCEJS ,4dOYE !111,97# Of "MLA" - T ¢ CJM%
�ST PIP/ '/ 15 011T AB0l7E fL ,27.30 1B , I JNOP FA6/f /GATED -
/ . �^ - TO CT /ON N FOTf /Z"CfMP
LfNOC/f0(/7.P
/ ^ C
h\ fUTO/If /B" 60 "x 42" -
2f,.00CETJ' AC+'l!'E I - s7EPS CONC.J'D (TY7i�• ' MP
t /V /TH YTEPJ r- POH/iR DUClJ' N= MH #4A I' I JTEPJ
SO
TOP EL 247 - Z4 "�ACCfJJ \ `
07/CT OEPlH L l �� CMP
v-98`fLifCP "� V.I /�TTO Bf %IEMOYED • �" - I ,�; �p � -.
CONNECT /ON
/ CONT/fACTOR TO P I � � ACCEIJf ABO/7E
\ JEE /NOTE JH ' JTEPS
o
9
leA MH *4C .- I_I 24°,4CCLSS(JTEEL'
MH #4B a 2d+ ,,�M uNE I�RE.fiJT /S "RCP
M H# i y N ProPERTY Mr fi TiELD LDCATf
J�IIj `EX /.fT'42 "CfMP /B /CJi7P —� I � FiPDU /DE RCPLACEMENT �3 "1AX JPAC /NG
CJMP AJ REQ O fOR �Of/jf' /DE Of
�RNaC/iOOT FOR_ `_ /2 "RCP EXTENS /ON - { //✓JTilCLAT10A/ COLUE?T
fOTORE /9"0' MO.STAiP / /8 "ITOB 3/411)411"ve
CONC JO CA)CHBAJ /A/�=�
t�
9. The d.b,is b h ll he a,, el—e the plans end in
tl Sp l D t.'l tt t1l L tl _ b r h it be
t h "axed t be ablt ( aLh LL 5 d) d
q ppod th pnlling /1 i'Y,ing yes to all cdl by
- 1 gl t n t I' n ,q 1 uC- ( 11ckh ) it ' r. n iti,ae
91
10. Field l t th, Tyl,17,11,111 -nL CB 1'L nil u
I D 112 nch RC 't. , Lo 42 1 RC1 t -n-
aon Sat l,n sh dl t, aL sting 6 , „d cl ?,al Ill,
MANHOLE SCHEDULE
MANNOLE - PIPF KNOCKOLIs PCT OPA RF
"1NT,12i oh SUMP Lin 1N'l
No. TYPE - )TZE EIITII* STZP LLGV ILA('h Plpl, 1LliV
1 APIVA Tlpe III -96 .96'0 None X42 I lb_ N 18 RCP 17.7
/Cll Base 12 O L 16 :7+
48 I n 1C+.: 7,
APIVA Type III 144 "Q Nene 72 In 17.50 N 181, KIP I9.8
48 Celt 17..50 SW 72 IiC'p. 17.50
3 APIVA Type V P nn N>ns '7: It, 1 @:22 Nene
40 .72 On 75.22.
4A APIVA Typo II 144 "0 30' 60 In 2Q. 09 N IS" RCP '31.:1
: 42 11, 19.37
7.2 out 19..09 '
4R APIVA Type II 84-0 L. Q 42:: ,In 21,19 None -
12 In 24.10
- 42 OuL 19. 50
4C -APIVA Type III - 48':0. None 12 In -24.2 Npne
I2 Out 24.2
i AIWA Type V P]an None 60 In 20:36 Non,
40 C,0 Out 20.46
6A precast Ltility 10'1% 30 60 "142 I, 22..64 N 13" RCP 22 0
fault x16'L is I, 21.14 NW 18" RCP 22.9
l� Te 21.14 SIV Is" RCP 22.9
f0 Out. -21.14
63 APWA Type I 18"0 N ,ne 1 s In 19:8+
15 o,t 27.94
6C APIVA Type I 48 "0 Nun, 15 In 21.6'
15 One 21.61
13 -1 APIVA Typ, III 34"0 30" IS" I,(N) 18.7+ None
18 In(E 1:1.62
- 42" Out is 62
Z4 ",�ACCEJJ ABOYE - -- ` 4224" 1AIZV GRATE EXIST COL UERT
25.5
m
29.3 (N)
2s.5 (s)
29.5
gnu
ago,
{I I (N)
l 11
Slab 2.. -1.2
30.0
3(1.0
2 1. 1
(C its fc
slab)
JEL NOTE /O TH /J JHEC MH j ;yate- ,asrars a11 11.bsr�11.,ei epth
Ao rAc44v $1048
�" tPCP� F2'RCF EXTENJ /ON m °.�/
/44 °p' MN JrA otoD CB -1, io'p aASS FRAME, COVER, & GRATE SCHEDULE
/ xTOW.0 CONCRETE P /PE+
/ TYPE ZT OR EQUAL I/ _ JfE NOTE LS' /J JNfET aANNOhR ncsuu P'I' ioN
Y''24yACCEJJ'ABD//E .POLiD COYErY
1,3,411,413,5,"A 24" APIVA Stn Plan No. 12 /s to t 1
AND VIEW-DEBRIS BARRIER z 24" Iau:,w -L11 £,r th et_,h,
OVr fh /z//"Z//5Y , ^
a ctal^ t 4C,613,6(' 24" APVA Std. Pla, No A2
72 R MANHOLE SECTIONAL, PLANS
24" 24" cast irl,n inlet, AP1YA stn. flan Fu. If'
3 �+'p• a7- i26g
MH +2
ROLL 1 1 048,2
4r3.• /o-
T_
TI.I► _
a ■Z• ;
L r 1
' 9
t 1'�
4 r
C
O
C
s
N
A
�+ Z
e
Q CC !-
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v cr cd
O Lu
U O
CC
> O x
F— th
o e o-
W
U z
F- a
L
e
O
G
d
C:
DESIGNED Z Vf 117'1
DRAWN dLES
CHECKED./Y P/Nf
REVISED.
As
� 3400% Z
SHEET
2
/4
t�
9. The d.b,is b h ll he a,, el—e the plans end in
tl Sp l D t.'l tt t1l L tl _ b r h it be
t h "axed t be ablt ( aLh LL 5 d) d
q ppod th pnlling /1 i'Y,ing yes to all cdl by
- 1 gl t n t I' n ,q 1 uC- ( 11ckh ) it ' r. n iti,ae
91
10. Field l t th, Tyl,17,11,111 -nL CB 1'L nil u
I D 112 nch RC 't. , Lo 42 1 RC1 t -n-
aon Sat l,n sh dl t, aL sting 6 , „d cl ?,al Ill,
MANHOLE SCHEDULE
MANNOLE - PIPF KNOCKOLIs PCT OPA RF
"1NT,12i oh SUMP Lin 1N'l
No. TYPE - )TZE EIITII* STZP LLGV ILA('h Plpl, 1LliV
1 APIVA Tlpe III -96 .96'0 None X42 I lb_ N 18 RCP 17.7
/Cll Base 12 O L 16 :7+
48 I n 1C+.: 7,
APIVA Type III 144 "Q Nene 72 In 17.50 N 181, KIP I9.8
48 Celt 17..50 SW 72 IiC'p. 17.50
3 APIVA Type V P nn N>ns '7: It, 1 @:22 Nene
40 .72 On 75.22.
4A APIVA Typo II 144 "0 30' 60 In 2Q. 09 N IS" RCP '31.:1
: 42 11, 19.37
7.2 out 19..09 '
4R APIVA Type II 84-0 L. Q 42:: ,In 21,19 None -
12 In 24.10
- 42 OuL 19. 50
4C -APIVA Type III - 48':0. None 12 In -24.2 Npne
I2 Out 24.2
i AIWA Type V P]an None 60 In 20:36 Non,
40 C,0 Out 20.46
6A precast Ltility 10'1% 30 60 "142 I, 22..64 N 13" RCP 22 0
fault x16'L is I, 21.14 NW 18" RCP 22.9
l� Te 21.14 SIV Is" RCP 22.9
f0 Out. -21.14
63 APWA Type I 18"0 N ,ne 1 s In 19:8+
15 o,t 27.94
6C APIVA Type I 48 "0 Nun, 15 In 21.6'
15 One 21.61
13 -1 APIVA Typ, III 34"0 30" IS" I,(N) 18.7+ None
18 In(E 1:1.62
- 42" Out is 62
Z4 ",�ACCEJJ ABOYE - -- ` 4224" 1AIZV GRATE EXIST COL UERT
25.5
m
29.3 (N)
2s.5 (s)
29.5
gnu
ago,
{I I (N)
l 11
Slab 2.. -1.2
30.0
3(1.0
2 1. 1
(C its fc
slab)
JEL NOTE /O TH /J JHEC MH j ;yate- ,asrars a11 11.bsr�11.,ei epth
Ao rAc44v $1048
�" tPCP� F2'RCF EXTENJ /ON m °.�/
/44 °p' MN JrA otoD CB -1, io'p aASS FRAME, COVER, & GRATE SCHEDULE
/ xTOW.0 CONCRETE P /PE+
/ TYPE ZT OR EQUAL I/ _ JfE NOTE LS' /J JNfET aANNOhR ncsuu P'I' ioN
Y''24yACCEJJ'ABD//E .POLiD COYErY
1,3,411,413,5,"A 24" APIVA Stn Plan No. 12 /s to t 1
AND VIEW-DEBRIS BARRIER z 24" Iau:,w -L11 £,r th et_,h,
OVr fh /z//"Z//5Y , ^
a ctal^ t 4C,613,6(' 24" APVA Std. Pla, No A2
72 R MANHOLE SECTIONAL, PLANS
24" 24" cast irl,n inlet, AP1YA stn. flan Fu. If'
3 �+'p• a7- i26g
MH +2
ROLL 1 1 048,2
4r3.• /o-
T_
TI.I► _
a ■Z• ;
L r 1
' 9
t 1'�
4 r
C
O
C
s
N
A
�+ Z
e
Q CC !-
E a z
`®
v cr cd
O Lu
U O
CC
> O x
F— th
o e o-
W
U z
F- a
L
e
O
G
d
C:
DESIGNED Z Vf 117'1
DRAWN dLES
CHECKED./Y P/Nf
REVISED.
As
� 3400% Z
SHEET
2
/4
DESIGNED Z Vf 117'1
DRAWN dLES
CHECKED./Y P/Nf
REVISED.
As
� 3400% Z
SHEET
2
/4