HomeMy WebLinkAbout48" (Y C M. P --- I
Vert--ci Riser
�-- 30" C M.P.
NOTES
I Remove Existing 1--on,-rete end Sections
Anchor Riser to Existing 24. P C P.
Place Rip -Pop around bottom Of riser up
to the bottom holes
4 1 Check periodically for debris, Blockage
and Structure integrity.
5.) Remove Riser when project is completed.
TEMPORARY RISER DETAIL,
(NO SCALE)
EXISTING FRAME AND COVER
EXI�TING GRADE
i� -EXISTING MANHOLE FOR ELEVATIONS SEE
SANITAR T' PROFILE
COPE- DRIL_ INTO SIDE OF M.H. FOP NEW
T PIPE ENTF'',, EPDXY TO SEAL CONNECTION
I
TEE W-TH (__.AP zL
PROPOSED SANITAPr
DIkE SEWER PPE
ANCHOR STRAPS TO HE FORMED
TO OUTSIDE PIPE DIAMETER
--DRILL 1r,1T0 SIDE OF M H. AND
GROUT ANCHORS FOR CORROSION
RESISTANT BRACKETS TO PROVIDE
EXIST 30 SPACE FOR PIPE JOINT. STRAPS TO
PIPE BE PLACED UNDER JOINT TO PROVIDE
VERTICAL SUPPORT 4 C C.
INSIDE DROP MANHOLE SECTION
(NOT TO SCALE)
MA SPACIM, ,
r'UT" ET -
1-
-
4
RI'ILT�: DID ENG L,
E.
T
V! N) A=- 2
_)iA
"
J" L
AC 1 G
<
L
.5
12
E+2T 1 -7- 1 1 15 -1, 12"
;_7
--f7
SECTION A -A 4 3 4 3 1 IF� 16" _1 4
VE i C`P TONT, T- 5' G. 4 i v 14 1 1 0�
TONA, 18 1
CONC. PIPE TOE ANCHOR 'BE T�141E SAME A-. CIN' JArJL)AP 30 1, _27 7-��c
4 1 23 3/4" 1 4 100
:7
.33" 7-
-PEflFoP(1_,ED CONCREIL Hr A 8'- 3 3.4 3 It.' Q':
7t� 36 4
ASTy DESIGNATION
CAS`_ A� SLE MIANUFACTUREP'S SPE,_IFICATIoNS
"'ONCRETE 42
4 8" SEE MANUFACTQPEP`_ `,PF(!F^ICATIC_1I`IS
LONGITUDINAL SECTION Lr'_;_L E F E N QE
NOTE METAL PIPE ENE' -3FC.TIONS 0W._'PETF IN ?HE f_ END SE( T!(',NS SHALL BE T,',
HE SAME G'PADE AND ','PLNGTH A'-; SDE, P
-D FOP
MAY HE JSE(l WITH Ct-irr'-PETE
-PETE Pi,'L. A. c� T 1,,1 -7 e, r i A c- A k",
C C) N, A��, SET 0�iT J. 'TANJ_ SPEC FIC�,Tjrj,�
)y PIPE PROVIDIN- THE ME1H,-)
C, I I J OF CONI%JECT�,_)N IS APPROVED PEItF,'_iP, EWEN' IN' THE POR110N SHALL. BE HE SAME f`�)P REINFORCE'EI -1:)!%-4CPEJE,
BE 'HE ENt,INEFP PRIOF' T,1;
A M C- 76 �_LA�S 1, F�� T14E 1!' - C(')NNE�-TIN,,'� PIPE
'X OF RIPE Ll- __E Or - 11 1
-lk_�MLNi IN Ti-- "E" F`O�T!�.�N ��HALL HAVE A APEA EU�IAL TO -HAT -DIA
-IF ONE L;E[-
FEIhF;
-7 EEL J
'T 7 BE PLACED 'N THE E� SF( -TION THL_ THE FLJl_w NES
PLAN
ErL� -'F HE PIPE COLVER SHALL
AGE F L US H E 1, THF_ '_)INT PLAN
/5'J--a
IEW '') SHALL B, 1 ()VPLETEL` F:LLEP W1 "A M
Ir tis* 4 V_ L L SLOPE. C-ANGE THE '��L(DPE OF THE EN.; --Ei T1 ri N A v,-)OTI-i,
I Ll I L
TFAr.11_7)LTJ0N APPR(_'.)XIMATFL1 l,)'—O" IN LE!,,I(,TH
4 THE THIC�.�,ES'- OF THE -, Tip OF 'SIEE Af,�F
�APiAt Ij DiVEr,il" ONS
S WITH THE vARIA1 I r, IN Dwt!,4SION�, AS PPJ`,'IDE� !r� 7HE
r4j, PtIA�1_ DiAVFIEk) Gr !HF PIPE 'Ii-- A L L SRM
FICTION Y -Y PIE I _J 1.1vF DIRE, A,S.1,M ':�'�ATik it,4
)PE,- ED R E T c _RT, �,Tl_)PV DPA.f,�, 4ri[) ';EA -
71
PIF[:
)N, -PETE
I LVE T -T ON OF CAST F -CON PIPE ENC SE i'; ,,,',MPA 'A L
END SF�
T H,� R METAL �R )N` PETE HALL BE FURN!SHF. L AND HABE AS APPR E THE EliriNEE-i-
T_
7
E,y PI N AF 4' r4 ACID OR MINE WATER !HEN THE OF META. ENL' -- F �Ir,N IS PPC)KEIEt
0 ko E -,_j f LENC.TH 1F!P--PAP TO EE F,-AtEF; _,jP Al THE _H `;� "PIPE
WILt BE PAi!_1 jN111 PRISE EA,' I,_1 EN[' cL'_-0,Vi` 1.1
OF �0, /FRT END SECTION I ON SiFiE SLC)Pf vYHEl`,, IH i7 1 A J. E AND A ,-'E F T E,r-
i�' L E!,ir�T� i CALLEfF; F4 -)F; Or�' PLANS
L
.,;C C-11VEPI LENGTH 'P;l -)�Jt-PETE Et,jr) I-, THE _r!11_ :HAL!. BE PFOuIRLE ON ALL. ("-,- -
SLOPE D ETAI L 7HFREOP `HAI: BE INLUDEDll�� TIH: i:t_+ATRA -1 UNO PRII-E PER J ACO F_)� ' P!P, END _ECTF_t,
PREC'-_.%f41ST CON CRETE END SECTION DETAIL -
PANTED *0TE 1 1 �
"STOP* & STW BAR___
A
A L
SEE ARCHITECTURAL PLANS FOR
EXACT BUILDING & CANOPY DIMENSIONS
11
"R-, Planting , i Planting
L
Area Area
�4 -- - ----
HEAVY DUTY PAINIED YELLOW I
--- ---¢ARROWS-___
CONCRETE PAVEMENTENT
CUSTOMER LQQNQ CANOPY PAINTED YELLOW
IOADING ZONE'
OUNTED
L PAINTED YELLOW
z EI I *i r)An)Ajr ONLY'
PAINTED DASHED
E. PVC YELLOW LINE
(T)p�ANOP
7, 1 ABOVE
�
FILL I `r; I 4
PAINTED OH17E wv, qCTE 11'
U
SIGNS mou'N17L& ARROWS
ON COL UkM
24 ()Nc PAINTED DASHED
WHITE LINE
41
it
ENLARGED CUSTOMER LOADING CANOPY
STORM SEWER NETWORK
STRUCTURE
DATA TABLE
STRUCRJRE DATA
FRONT VIEW
TYPE
CASTING
DATE DESCRIPTION
Top
TYPE
CASTING
(Number)
I.0 El. 813 86
(Neenah)
(Number)
E ist,r)
(Neenah)
t� 7
P-34 C2
GradeZ000
0 -0
."O Holes
-7
P, 7
00000
cr B,_!teJ tRiser
syl.
O
nchor Bro_ketaICo
P-3246
U-
B
'c
tL� Existing Pipe
4P Holes
4>
at�
E. H-0e
4"Q1 �.
_Iti�, —]1
000,
Existing
R-
-4
2 4 F C P, 4 0 0' S
Inv.
Ei
"-Closed Bottom
P 324
TEMPORARY RISER DETAIL,
(NO SCALE)
EXISTING FRAME AND COVER
EXI�TING GRADE
i� -EXISTING MANHOLE FOR ELEVATIONS SEE
SANITAR T' PROFILE
COPE- DRIL_ INTO SIDE OF M.H. FOP NEW
T PIPE ENTF'',, EPDXY TO SEAL CONNECTION
I
TEE W-TH (__.AP zL
PROPOSED SANITAPr
DIkE SEWER PPE
ANCHOR STRAPS TO HE FORMED
TO OUTSIDE PIPE DIAMETER
--DRILL 1r,1T0 SIDE OF M H. AND
GROUT ANCHORS FOR CORROSION
RESISTANT BRACKETS TO PROVIDE
EXIST 30 SPACE FOR PIPE JOINT. STRAPS TO
PIPE BE PLACED UNDER JOINT TO PROVIDE
VERTICAL SUPPORT 4 C C.
INSIDE DROP MANHOLE SECTION
(NOT TO SCALE)
MA SPACIM, ,
r'UT" ET -
1-
-
4
RI'ILT�: DID ENG L,
E.
T
V! N) A=- 2
_)iA
"
J" L
AC 1 G
<
L
.5
12
E+2T 1 -7- 1 1 15 -1, 12"
;_7
--f7
SECTION A -A 4 3 4 3 1 IF� 16" _1 4
VE i C`P TONT, T- 5' G. 4 i v 14 1 1 0�
TONA, 18 1
CONC. PIPE TOE ANCHOR 'BE T�141E SAME A-. CIN' JArJL)AP 30 1, _27 7-��c
4 1 23 3/4" 1 4 100
:7
.33" 7-
-PEflFoP(1_,ED CONCREIL Hr A 8'- 3 3.4 3 It.' Q':
7t� 36 4
ASTy DESIGNATION
CAS`_ A� SLE MIANUFACTUREP'S SPE,_IFICATIoNS
"'ONCRETE 42
4 8" SEE MANUFACTQPEP`_ `,PF(!F^ICATIC_1I`IS
LONGITUDINAL SECTION Lr'_;_L E F E N QE
NOTE METAL PIPE ENE' -3FC.TIONS 0W._'PETF IN ?HE f_ END SE( T!(',NS SHALL BE T,',
HE SAME G'PADE AND ','PLNGTH A'-; SDE, P
-D FOP
MAY HE JSE(l WITH Ct-irr'-PETE
-PETE Pi,'L. A. c� T 1,,1 -7 e, r i A c- A k",
C C) N, A��, SET 0�iT J. 'TANJ_ SPEC FIC�,Tjrj,�
)y PIPE PROVIDIN- THE ME1H,-)
C, I I J OF CONI%JECT�,_)N IS APPROVED PEItF,'_iP, EWEN' IN' THE POR110N SHALL. BE HE SAME f`�)P REINFORCE'EI -1:)!%-4CPEJE,
BE 'HE ENt,INEFP PRIOF' T,1;
A M C- 76 �_LA�S 1, F�� T14E 1!' - C(')NNE�-TIN,,'� PIPE
'X OF RIPE Ll- __E Or - 11 1
-lk_�MLNi IN Ti-- "E" F`O�T!�.�N ��HALL HAVE A APEA EU�IAL TO -HAT -DIA
-IF ONE L;E[-
FEIhF;
-7 EEL J
'T 7 BE PLACED 'N THE E� SF( -TION THL_ THE FLJl_w NES
PLAN
ErL� -'F HE PIPE COLVER SHALL
AGE F L US H E 1, THF_ '_)INT PLAN
/5'J--a
IEW '') SHALL B, 1 ()VPLETEL` F:LLEP W1 "A M
Ir tis* 4 V_ L L SLOPE. C-ANGE THE '��L(DPE OF THE EN.; --Ei T1 ri N A v,-)OTI-i,
I Ll I L
TFAr.11_7)LTJ0N APPR(_'.)XIMATFL1 l,)'—O" IN LE!,,I(,TH
4 THE THIC�.�,ES'- OF THE -, Tip OF 'SIEE Af,�F
�APiAt Ij DiVEr,il" ONS
S WITH THE vARIA1 I r, IN Dwt!,4SION�, AS PPJ`,'IDE� !r� 7HE
r4j, PtIA�1_ DiAVFIEk) Gr !HF PIPE 'Ii-- A L L SRM
FICTION Y -Y PIE I _J 1.1vF DIRE, A,S.1,M ':�'�ATik it,4
)PE,- ED R E T c _RT, �,Tl_)PV DPA.f,�, 4ri[) ';EA -
71
PIF[:
)N, -PETE
I LVE T -T ON OF CAST F -CON PIPE ENC SE i'; ,,,',MPA 'A L
END SF�
T H,� R METAL �R )N` PETE HALL BE FURN!SHF. L AND HABE AS APPR E THE EliriNEE-i-
T_
7
E,y PI N AF 4' r4 ACID OR MINE WATER !HEN THE OF META. ENL' -- F �Ir,N IS PPC)KEIEt
0 ko E -,_j f LENC.TH 1F!P--PAP TO EE F,-AtEF; _,jP Al THE _H `;� "PIPE
WILt BE PAi!_1 jN111 PRISE EA,' I,_1 EN[' cL'_-0,Vi` 1.1
OF �0, /FRT END SECTION I ON SiFiE SLC)Pf vYHEl`,, IH i7 1 A J. E AND A ,-'E F T E,r-
i�' L E!,ir�T� i CALLEfF; F4 -)F; Or�' PLANS
L
.,;C C-11VEPI LENGTH 'P;l -)�Jt-PETE Et,jr) I-, THE _r!11_ :HAL!. BE PFOuIRLE ON ALL. ("-,- -
SLOPE D ETAI L 7HFREOP `HAI: BE INLUDEDll�� TIH: i:t_+ATRA -1 UNO PRII-E PER J ACO F_)� ' P!P, END _ECTF_t,
PREC'-_.%f41ST CON CRETE END SECTION DETAIL -
PANTED *0TE 1 1 �
"STOP* & STW BAR___
A
A L
SEE ARCHITECTURAL PLANS FOR
EXACT BUILDING & CANOPY DIMENSIONS
11
"R-, Planting , i Planting
L
Area Area
�4 -- - ----
HEAVY DUTY PAINIED YELLOW I
--- ---¢ARROWS-___
CONCRETE PAVEMENTENT
CUSTOMER LQQNQ CANOPY PAINTED YELLOW
IOADING ZONE'
OUNTED
L PAINTED YELLOW
z EI I *i r)An)Ajr ONLY'
PAINTED DASHED
E. PVC YELLOW LINE
(T)p�ANOP
7, 1 ABOVE
�
FILL I `r; I 4
PAINTED OH17E wv, qCTE 11'
U
SIGNS mou'N17L& ARROWS
ON COL UkM
24 ()Nc PAINTED DASHED
WHITE LINE
41
it
ENLARGED CUSTOMER LOADING CANOPY
STORM SEWER NETWORK
STRUCTURE
DATA TABLE
STRUCRJRE DATA
STRUCTURE
TYPE
CASTING
DATE DESCRIPTION
STRUCTURE
TYPE
CASTING
(Number)
(Detail)
(Neenah)
(Number)
(Detail)
(Neenah)
t� 7
P-34 C2
z
SM
-7
P, 7
Cf)
Cn Z
8
syl.
O
P-3246
U-
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at�
B
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ES
0
0
P 324
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345
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36
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Ec
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P 3 4'5 -7
3
pc
P
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V
-'4,-
41
4
4
4` 7
L
thor, "iet P,
Ly
1.11111
-, 1�rnt-!t: PC")!- %, - 3
T —Gra,el-, -_ 1 . -1
SFT Te 1
Foce
st,"r).
815.0 Top of Bank
810.8 Toe of Slope
0*8 Toe of Slope
81013
10' SAFETY
LEDGE
p
10' SAFETY 812.8 Max, Pool Elevation
LEDGE Prop.
Pond Side
Ex. Pond Slde---_� __FILL 011� 805.0 Approx. Bttm.
300' Bottom Width (W -E)
400' Bottom Width (S -N)
WEST -EAST POND SECTION
L
-01
1'r
f clel fit ,c
r; t
*A]a,♦I' ffo:, Tr�
REVISIONS
PRE - _91, � SET
"I
SSS IE
t ATE
AF C,,, �-, 1 H rt SET
PATE
DATE DESCRIPTION
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