drywell # a - stormprismstormprism.com/wp-content/uploads/2020/04/dry-well... · 2020. 5. 1. ·...
TRANSCRIPT
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DETAIL A
DETAIL B
DETAIL C
A
B
A
B
C
SHEET
DATE
DRAWN BY:
OF
240 W
LO
S AN
GELES AVE
SIM
I VALLEY, CA 93065
P: (805) 527-0841 F: (805) 584-0769
WW
W.PRE-CO
NPRO
DU
CTS.CO
M
TH
E CO
NTEN
TS O
F TH
ESE D
RAW
IN
GS AR
E TH
E
PR
OPER
TY O
F PRECO
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DU
CTS AN
D AR
E
PR
OPRIETARY AN
D CO
NFID
EN
TIAL. TH
ESE D
OCU
MEN
TS
SH
ALL N
OT BE D
ISSM
IN
ATED
FO
R AN
Y O
TH
ER U
SE,
WITH
OU
T TH
E W
RITTEN
CO
NSEN
T O
F PRECO
N
PR
OD
UCTS. IF YO
U R
ECEIVE TH
ESE D
RAW
IN
GS IN
ERR
OR
, R
ETU
RN
TO
SEN
DER
W
ITH
OU
T R
EAD
IN
G,
CO
PYIN
G, O
R D
ISCLO
SIN
G TH
E CO
NTEN
TS.
TITLE:
REVISIO
NS:
No.
DATE
SH
EET
DESCRIPTIO
N
LO
CATIO
N:
1/31/2019
K.STRADER
1 6
DRYW
ELL A,
LO
S AN
GELES CO
UN
TY
76'-0"
50'-0"
52" RCP 2350D
24'-0"
52" RCP 2350D
PERFORATED
2 1/2"
2 1/4"
TOP SLAB SUPPLIED
BY OTHERS
5"
2"
1'-0"
1'-0"
1'-0"
6"
(3) 10" HOLES FOR
8" HDPE PIPE
52" RCP 2350D,
60" OUTSIDE DIA.
PARTS LIST
PART NUMBER
QTY
DESCRIPTION APPROX. WEIGHT
DW52x48P 7 DRYWELL SHAFT 48" TALL PERFORATED
2,800 LBS
DW52X48P-SPL 1
DRYWELL SHAFT 48" TALL PERFORATED,
WITH TWO ROWS OF HOLES REMOVED
3,000 LBS
DW52x60 2 DRYWELL SHAFT 60" TALL
3,700 LBS
DW52x42 1 DRYWELL SHAFT 42" TALL
2,600 LBS
DW52X30 1 DRYWELL SHAFT 30" TALL
1,850 LBS
DWT96x96 1 DRYWELL SPECIAL TOP
14,400 LBS
DRYWELL # A
1" CLEAR
AREA .51
STEEL REINFORCMENT
1" CLEAR
AREA .36
STEEL REINFORCMENT
CONCRETE28 Day Compressive 5000 psi Mix Design 1418638Self-Consolidating per ACI 237R-07ASTM C1611/C1611M-14 Standard Test Method for Slump FlowLifting Strength 2000 psi (Minimum)
1 3/4"
2 1/4"
1 3/4"
1'-10 1/8"
3'-1 7/8"
1'-10"
3'-2"
30' FIXED LENGHT
OF PORFERATED
52" RCP
2350D
HEIGHT VERIES
13' TO 23',
MAX SECTION 6',
MIN SECTION 4',
52" RCP
2350D
50'-0"
2'-0"
1'-6"
1'-0"
2"
5"
4"
WALL
THICKNESS
6" HOLES FOR
4" SS PIPE
30
30
60
INV EL 928.44
INV EL 928.44
INV EL 926.13
3'-8 1/2"
INV EL 933.76
FG EL 937.46
4' SECTION WITH
2 ROWS OF HOLES
REMOVED TO MEET
HEIGHT REQUIRMENT
SEE SHEET 6 FOR FLAT TOP INFORMATION
8'-8 1/4"
11'-0"
3'-0"
-
DETAIL A
DETAIL B
DETAIL A
SCALE 0.03 : 1
DETAIL B
SCALE 0.03 : 1
DETAIL C
A
B
A
B
C
SHEET
DATE
DRAWN BY:
OF
240 W
LO
S AN
GELES AVE
SIM
I VALLEY, CA 93065
P: (805) 527-0841 F: (805) 584-0769
WW
W.PRE-CO
NPRO
DU
CTS.CO
M
TH
E CO
NTEN
TS O
F TH
ESE D
RAW
IN
GS AR
E TH
E
PR
OPER
TY O
F PRECO
N PRO
DU
CTS AN
D AR
E
PR
OPRIETARY AN
D CO
NFID
EN
TIAL. TH
ESE D
OCU
MEN
TS
SH
ALL N
OT BE D
ISSM
IN
ATED
FO
R AN
Y O
TH
ER U
SE,
WITH
OU
T TH
E W
RITTEN
CO
NSEN
T O
F PRECO
N
PR
OD
UCTS. IF YO
U R
ECEIVE TH
ESE D
RAW
IN
GS IN
ERR
OR
, R
ETU
RN
TO
SEN
DER
W
ITH
OU
T R
EAD
IN
G,
CO
PYIN
G, O
R D
ISCLO
SIN
G TH
E CO
NTEN
TS.
TITLE:
REVISIO
NS:
No.
DATE
SH
EET
DESCRIPTIO
N
LO
CATIO
N:
1/31/2019
K.STRADER
2 6
DRYWELL # B1
TOP SLAB SUPPLIED
BY OTHERS
50'-0"
52" RCP 2350D
24'-0"
52" RCP 2350D
PERFORATED
76'-0"
2 1/2"
1 3/4"
2 1/4"
1 3/4"
2 1/4"
1'-0"
1'-0"
1'-0"
6"
2"
5"
DRYW
ELL B1,
LO
S AN
GELES CO
UN
TY
2'-1/8"
2'- 7/8"
2'
3'
30' FIXED LENGHT
OF PORFERATED
52" RCP
2350D
HEIGHT VERIES
13' TO 23',
MAX SECTION 6',
MIN SECTION 4',
52" RCP
2350D
50'-0"
2'-0"
1'-6"
1'-0"
3'-0"
52" RCP 2350D,
60" OUTSIDE DIA.
1" CLEAR
AREA .36
STEEL REINFORCMENT
1" CLEAR
AREA .51
STEEL REINFORCMENT
PARTS LIST
PART NUMBER
QTY
DESCRIPTION APPROX. WEIGHT
DW52x48P 7 DRYWELL SHAFT 48" TALL PERFORATED
2,800 LBS
DW52X48P-SPL 1
DRYWELL SHAFT 48" TALL PERFORATED,
WITH TWO ROWS OF HOLES REMOVED
3,000 LBS
DW52x60 2 DRYWELL SHAFT 60" TALL
3,700 LBS
DW52x42 1 DRYWELL SHAFT 42" TALL
2,600 LBS
DW52X30 1 DRYWELL SHAFT 30" TALL
1,850 LBS
DWT96x96 1 DRYWELL SPECIAL TOP
14,400 LBS
CONCRETE28 Day Compressive 5000 psi Mix Design 1418638Self-Consolidating per ACI 237R-07ASTM C1611/C1611M-14 Standard Test Method for Slump FlowLifting Strength 2000 psi (Minimum)
SEE SHEET 6 FOR FLAT TOP INFORMATION
4' SECTION WITH
2 ROWS OF HOLES
REMOVED TO MEET
HEIGHT REQUIRMENT
3'-5"
FG EL 931.40
INV EL 927.65
MOVED DOWN
0.53' TO BE IN
THE SECTION
10" HOLES FOR
8" HDPE PIPE
2"
5"
4"
WALL
THICKNESS
-
DETAIL A
DETAIL B
DETAIL A
SCALE 0.03 : 1
DETAIL B
SCALE 0.03 : 1
DETAIL C
A
B
A
B
C
SHEET
DATE
DRAWN BY:
OF
240 W
LO
S AN
GELES AVE
SIM
I VALLEY, CA 93065
P: (805) 527-0841 F: (805) 584-0769
WW
W.PRE-CO
NPRO
DU
CTS.CO
M
TH
E CO
NTEN
TS O
F TH
ESE D
RAW
IN
GS AR
E TH
E
PR
OPER
TY O
F PRECO
N PRO
DU
CTS AN
D AR
E
PR
OPRIETARY AN
D CO
NFID
EN
TIAL. TH
ESE D
OCU
MEN
TS
SH
ALL N
OT BE D
ISSM
IN
ATED
FO
R AN
Y O
TH
ER U
SE,
WITH
OU
T TH
E W
RITTEN
CO
NSEN
T O
F PRECO
N
PR
OD
UCTS. IF YO
U R
ECEIVE TH
ESE D
RAW
IN
GS IN
ERR
OR
, R
ETU
RN
TO
SEN
DER
W
ITH
OU
T R
EAD
IN
G,
CO
PYIN
G, O
R D
ISCLO
SIN
G TH
E CO
NTEN
TS.
TITLE:
REVISIO
NS:
No.
DATE
SH
EET
DESCRIPTIO
N
LO
CATIO
N:
1/31/2019
K.STRADER
3 6
DRYW
ELL #
B2,
LO
S AN
GELES CO
UN
TY
DRYWELL # B2
76'-0"
24'-0"
52" RCP
2350D
PERFORATED
49'-0"
52" RCP
2350D
TOP SLAB SUPPLIED
BY OTHERS
2 1/2"
1 3/4"
2 1/4"
1 3/4"
2 1/4"
6"
1'-0"
1'-0"
1'-0"
2'-5 1/2"
2'-6 1/2"
1'-1 13/16"
3'-10 3/16"
2"
5"
1'-6"
1'-0"
50'-0"
30' FIXED LENGHT
OF PORFERATED
52" RCP
2350D
HEIGHT VERIES
13' TO 23',
MAX SECTION 6',
MIN SECTION 4',
52" RCP
2350D
2'-0"
PARTS LIST
PART NUMBER
QTY
DESCRIPTION APPROX. WEIGHT
DW52x48P 7 DRYWELL SHAFT 48" TALL PERFORATED
2,800 LBS
DW52X48P-SPL 1
DRYWELL SHAFT 48" TALL PERFORATED,
WITH TWO ROWS OF HOLES REMOVED
3,000 LBS
DW52x60 2 DRYWELL SHAFT 60" TALL
3,700 LBS
DW52x42 1 DRYWELL SHAFT 42" TALL
2,600 LBS
DW52X30 1 DRYWELL SHAFT 30" TALL
1,850 LBS
DWT96x96 1 DRYWELL SPECIAL TOP
14,400 LBS
CONCRETE28 Day Compressive 5000 psi Mix Design 1418638Self-Consolidating per ACI 237R-07ASTM C1611/C1611M-14 Standard Test Method for Slump FlowLifting Strength 2000 psi (Minimum)
SEE SHEET 6 FOR FLAT TOP INFORMATION
10" HOLES FOR
8" HDPE PIPE
1" CLEAR
AREA .51
STEEL REINFORCMENT
1" CLEAR
AREA .36
STEEL REINFORCMENT
52" RCP 2350D,
60" OUTSIDE DIA.
2"
5"
4"
WALL
THICKNESS
FG EL 933.89
INV EL 928.18
4' SECTION WITH
2 ROWS OF HOLES
REMOVED TO MEET
HEIGHT REQUIRMENT
5'-4 1/2"
3'-0"
-
DETAIL A
DETAIL B
DETAIL A
SCALE 0.03 : 1
DETAIL B
SCALE 0.03 : 1
DETAIL C
A
B
A
B
C
SHEET
DATE
DRAWN BY:
OF
240 W
LO
S AN
GELES AVE
SIM
I VALLEY, CA 93065
P: (805) 527-0841 F: (805) 584-0769
WW
W.PRE-CO
NPRO
DU
CTS.CO
M
TH
E CO
NTEN
TS O
F TH
ESE D
RAW
IN
GS AR
E TH
E
PR
OPER
TY O
F PRECO
N PRO
DU
CTS AN
D AR
E
PR
OPRIETARY AN
D CO
NFID
EN
TIAL. TH
ESE D
OCU
MEN
TS
SH
ALL N
OT BE D
ISSM
IN
ATED
FO
R AN
Y O
TH
ER U
SE,
WITH
OU
T TH
E W
RITTEN
CO
NSEN
T O
F PRECO
N
PR
OD
UCTS. IF YO
U R
ECEIVE TH
ESE D
RAW
IN
GS IN
ERR
OR
, R
ETU
RN
TO
SEN
DER
W
ITH
OU
T R
EAD
IN
G,
CO
PYIN
G, O
R D
ISCLO
SIN
G TH
E CO
NTEN
TS.
TITLE:
REVISIO
NS:
No.
DATE
SH
EET
DESCRIPTIO
N
LO
CATIO
N:
1/31/2019
K.STRADER
4 6
1'-0"
11'-0"
52" RCP
2350D
32'-0"
52" RCP
2350D
PERFORATED
50'-0"
1'-0"
1'-6"
2 1/4"
1 3/4"
2 1/2"
1 3/4"
2 1/4"
2"
5"
1'-0"
1'-0"
1'-0"
6"
DRYW
ELL #
B3,
LO
S AN
GELES CO
UN
TY
DRYWELL # B3
50'-0"
30' FIXED LENGHT
OF PORFERATED
52" RCP
2350D
HEIGHT VERIES
13' TO 23',
MAX SECTION 6',
MIN SECTION 4',
52" RCP
2350D
2'-0"
1'-6"
1'-0"
PARTS LIST
PART NUMBER
QTY
DESCRIPTION APPROX. WEIGHT
DW52x48P 7 DRYWELL SHAFT 48" TALL PERFORATED
2,800 LBS
DW52X48P-SPL 1
DRYWELL SHAFT 48" TALL PERFORATED,
WITH TWO ROWS OF HOLES REMOVED
3,000 LBS
DW52x60 2 DRYWELL SHAFT 60" TALL
3,700 LBS
DW52x42 1 DRYWELL SHAFT 42" TALL
2,600 LBS
DW52X30 1 DRYWELL SHAFT 30" TALL
1,850 LBS
DWT96x96 1 DRYWELL SPECIAL TOP
14,400 LBS
CONCRETE28 Day Compressive 5000 psi Mix Design 1418638Self-Consolidating per ACI 237R-07ASTM C1611/C1611M-14 Standard Test Method for Slump FlowLifting Strength 2000 psi (Minimum)
SEE SHEET 6 FOR FLAT TOP INFORMATION
52" RCP 2350D,
60" OUTSIDE DIA.
1" CLEAR
AREA .36
STEEL REINFORCMENT
1" CLEAR
AREA .51
STEEL REINFORCMENT
10" HOLES FOR
8" HDPE PIPE
10" HOLES FOR
8" HDPE PIPE
9'-5 5/16"
3'-0"
FG EL 935.40
INV EL 925.61
4' SECTION WITH
2 ROWS OF HOLES
REMOVED TO MEET
HEIGHT REQUIRMENT
2"
5"
4"
WALL
THICKNESS
-
DETAIL A
DETAIL B
DETAIL C
A
B
C
SHEET
DATE
DRAWN BY:
OF
240 W
LO
S AN
GELES AVE
SIM
I VALLEY, CA 93065
P: (805) 527-0841 F: (805) 584-0769
WW
W.PRE-CO
NPRO
DU
CTS.CO
M
TH
E CO
NTEN
TS O
F TH
ESE D
RAW
IN
GS AR
E TH
E
PR
OPER
TY O
F PRECO
N PRO
DU
CTS AN
D AR
E
PR
OPRIETARY AN
D CO
NFID
EN
TIAL. TH
ESE D
OCU
MEN
TS
SH
ALL N
OT BE D
ISSM
IN
ATED
FO
R AN
Y O
TH
ER U
SE,
WITH
OU
T TH
E W
RITTEN
CO
NSEN
T O
F PRECO
N
PR
OD
UCTS. IF YO
U R
ECEIVE TH
ESE D
RAW
IN
GS IN
ERR
OR
, R
ETU
RN
TO
SEN
DER
W
ITH
OU
T R
EAD
IN
G,
CO
PYIN
G, O
R D
ISCLO
SIN
G TH
E CO
NTEN
TS.
TITLE:
REVISIO
NS:
No.
DATE
SH
EET
DESCRIPTIO
N
LO
CATIO
N:
1/31/2019
K.STRADER
5 6
DRYWELL # B4
50'-0"
30' FIXED LENGHT
OF PORFERATED
52" RCP
2350D
HEIGHT VERIES
13' TO 23',
MAX SECTION 6',
MIN SECTION 4',
52" RCP
2350D
DRYW
ELL #
B4,
LO
S AN
GELES CO
UN
TY
1'-6"
1'-0"
1 3/4"
2 1/4"
2 1/2"
1 3/4"
2 1/4"
5"
2"
6"
1'-0"
1'-0"
1'-0"
PARTS LIST
PART NUMBER
QTY
DESCRIPTION APPROX. WEIGHT
DW52x48P 7 DRYWELL SHAFT 48" TALL PERFORATED
2,800 LBS
DW52X48P-SPL 1
DRYWELL SHAFT 48" TALL PERFORATED,
WITH TWO ROWS OF HOLES REMOVED
3,000 LBS
DW52x60 2 DRYWELL SHAFT 60" TALL
3,700 LBS
DW52x42 1 DRYWELL SHAFT 42" TALL
2,600 LBS
DW52X30 1 DRYWELL SHAFT 30" TALL
1,850 LBS
DWT96x96 1 DRYWELL SPECIAL TOP
14,400 LBS
CONCRETE28 Day Compressive 5000 psi Mix Design 1418638Self-Consolidating per ACI 237R-07ASTM C1611/C1611M-14 Standard Test Method for Slump FlowLifting Strength 2000 psi (Minimum)
SEE SHEET 6 FOR FLAT TOP INFORMATION
52" RCP 2350D,
60" OUTSIDE DIA.
1" CLEAR
AREA .36
STEEL REINFORCMENT
1" CLEAR
AREA .51
STEEL REINFORCMENT
10" HOLES FOR
8" HDPE PIPE
2'-0"
3'-0"
FG EL 929.44
3'-11 1/4"
INV EL 925.16
2"
5"
4"
WALL
THICKNESS
4' SECTION WITH
2 ROWS OF HOLES
REMOVED TO MEET
HEIGHT REQUIRMENT
-
SHEET
DATE
DRAWN BY:
OF
240 W
LO
S AN
GELES AVE
SIM
I VALLEY, CA 93065
P: (805) 527-0841 F: (805) 584-0769
WW
W.PRE-CO
NPRO
DU
CTS.CO
M
TH
E CO
NTEN
TS O
F TH
ESE D
RAW
IN
GS AR
E TH
E
PR
OPER
TY O
F PRECO
N PRO
DU
CTS AN
D AR
E
PR
OPRIETARY AN
D CO
NFID
EN
TIAL. TH
ESE D
OCU
MEN
TS
SH
ALL N
OT BE D
ISSM
IN
ATED
FO
R AN
Y O
TH
ER U
SE,
WITH
OU
T TH
E W
RITTEN
CO
NSEN
T O
F PRECO
N
PR
OD
UCTS. IF YO
U R
ECEIVE TH
ESE D
RAW
IN
GS IN
ERR
OR
, R
ETU
RN
TO
SEN
DER
W
ITH
OU
T R
EAD
IN
G,
CO
PYIN
G, O
R D
ISCLO
SIN
G TH
E CO
NTEN
TS.
TITLE:
REVISIO
NS:
No.
DATE
SH
EET
DESCRIPTIO
N
LO
CATIO
N:
1/31/2019
K.STRADER
6 6
5'-0"
3'-0"
8'-0"
8'-0"
5'-0"
3'-0"
2'-0"
SAFETY GRATE
SEE SEPARATE SUBMITTAL
2'
1'-6" 1'-6"
5'-0"
3'-0"
1'-0"
1'-0"
8'-0"
8'-0"
2'-0"
3'-0"
5'-0"
2'-0"3'-0"
1'-6"1'-6"1'-6" 5'-0" 1'-6"
1'-0"
1'-0"
3'-0"
#6 U BARS @ 12" O.C.E.W
(2) MATS
(A706 grade 60)
BOTH FACES
(4 EACH FACE) #6 BARS 52" LONG
AROUND 36" OPENING
ALL STEEL HAS A 2" CLEAR
DRYW
ELL FLAT TO
P,
LO
S AN
GELES CO
UN
TY
(2) #6 PRIM BARS
EACH MAT
SAFETY GRATE