20170531_VaultDesignedtoHandle75Klbs.pdfFIRE TRUCK
STORMWATER VAULT DESIGNED TO
HANDLE 75,OOOK
1=
4�1 r
use
R
� A q e, A'� V,—
45 kips on
I v 11
18 X1 8 pad
r7
q
�FlpajTzo
—:, F-- - —a- �: * -c4(- J
.11
GROSS VEHICLE WEIGHT
75 kips
use 45 kips on
18"xl8" pad
STORM CAPTURE MODULES BY OLDCASTLE PRECAST INC.
INSIDE DIMENSIONS: 7' W x 15' L x 7' H, SYSTEM INVERT: 413.00'.
80'—l"(INCLUDES X" GAP PER SECTION)
— — — — — — — — — — — — — — — - - - - --- I I r - - - - - - - - - — — — — — — — — —
ip It, c8l .4, *1 41 41 41
13
LI-1
L1.3
c
030" MANWAY ACCESS WITH DRILLED IN STEPS/LADDER
RIM: ±425.00'.
L 41>
— _�
41 —1
—
L_ 41-
4P
—1
41
L_ ;;f-
4P
—1
L 4�
—
4P
—1
4P c4l>
L_ —1
018" OPENING FOR 012" HDPE,
INLET INVERT: 417.50'.
�
EiR �_ 77 77
E�W� 77
F_
cp
c:p —1
F_ cp
14> —1
F_
cp
cp —1
F_ L
cp
—1
F_ cIII,' --I
4>
Dl
A
A
A
D
CIP
.1>
41
c*.
4P
c*.
77 EL
F_ 's.—I
EL_i_M�a�
F— 4, 14,
cp 14, 7
Eiiffi�
7' —1
cp c4l>
Ei
F_ —1
D
A
A
A
D
030" MANWAY ACCESS WITH DRILLED IN STEPS/LADDER
clP
ct,
—1
c#�
L_
ct,
— —
cl>
117_�
4P
— — —1
41
L_
4P
4P
__
�'�RIM: ±425.00'.
F_ La__M�EE
4>
7m 7m J____� —1
cp
Ew_�
F_ c:p
E� �_
F—'--'—]
cl.
14,
EgKiEi
F_.
Ei Ei
4> —1
E90EE �
F— 4> 4�. —1
c
B
B
B
Fl
41
ct,
4 - —
— — — — —
41
I
41
L - — —
— — — — — — —
c*'
018" OPENING FOR 012" HDPE,
"---OUTLET INVERT: 413.00'.
PLAN VIEW
DESIGN NOTES:
SCALE: 1/8" = l'-O"
1 . DESIGN LOADINGS:
A. AASHTO HS-20-44 W/ IMPACT.
B. FIRE TRUCK OUTRIGGER = 45,000 LB (18' X 18" PAD)
C. DEPTH OF COVER = 2'-3" - 5'-0" (120 PCF ASSUMED).
D. ASSUMED WATER TABLE = BELOW BOTTOM OF PRECAST.
E. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF.
F. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE).
G. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALL PIERS, OR FOUNDATIONS.
2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI.
NOTES TO REVIEWING ENGINEER:
—
3. STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60.
1 .
THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT
4. CEMENT: ASTM C-150 SPECIFICATION.
REQUIREMENTS (I.E. LIVE LOAD AND FILL RANGE). IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR
5. STORM CAPTURE MODULE TYPE = DETENTION.
REDESIGN AND RE -PRICING.
6. REQUIRED BASE LAYER DEPTH = 2" SAND BEDDING LAYER.
2.
REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS, SIZES, AND INVERTS.
7. REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF.
3.
REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS.
8. REFERENCE STANDARDS:
4.
UNLESS OTHERWISE NOTED, ALL PIPE SUPPLIED AND INSTALLED BY OTHERS.
A. ASTM C 890
5.
THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT. REVIEWING ENGINEER TO VERIFY THAT THE
B. ASTM C 891
DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST. IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE
C. ASTM C 913
IMMEDIATELY FOR REDESIGN AND REVISED PRICING.
9. CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON
6.
THIS SYSTEM IS DESIGNED WITH A CONTAINMENT MEMBRANE LINER. IF A LINER IS NOT NEEDED PLEASE CONTACT OLDCASTLE TO
STRUCTURE. ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM
PROVIDE THIS OPTION IN THE FINAL DESIGN. FOR WATERTIGHT PIPE BOOT CONNECTION TO LINER, CORRUGATED PIPE ADAPTER
STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING.
BY TRELLEBORG (OR EQUAL) REQUIRED FOR CONNECTION TO CORRUGATED HDPE PIPE, SUPPLIED AND INSTALLED BY OTHERS.
(9 16 Stormwater
Detention/
lnfiltmtion
- PRELIMINARY -
NOT FOR CONSTRUCTION
WRAP GEOTEXTILE FABRIC/LINER COMBINATION PAVING/OVERBURDEN, BY CONTRACTOR,
1' MINIMUM OVER TOP OF SYSTEM. T SEE DESIGN NOTE 9.
STORM CAPTURE MODULES BY OLDCASTLE PRECAST, INC.
030" HS-20 RATED MANWAY ACCESS WITH DRILLED IN STEPS/LADDER
AND RISERS/GRADE RINGS AS REQUIRED TO GRADE. SEE DETAIL X.
/-01" VENT HOLE ONE SIDE ONLY.
RIM: 42""' MAXIMU
422.67' MINIMUM
5' MAX COVER
2' MIN COVER
'y Y> Y> EL: 420.67'
IL jr 8"
- - - - - - - - - - - - - - - - - - - - - -0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- EL: 420.00'
F - - - - - - - -- F - - - - - - - -- F - - - - - - - --- 1 F - - - - - - - ---
7'-0"
=F +1 - - - - - - - - I - - - - - - - - I - - - - - - - =IF =F - - - - - - - - - - - - -- - - - - =F
L - - - - - - - - I L - - - - - - - - L - - - - - - - - J L - - - - - - - - J
EL: 413.00'
L - - - - - - / - - - - - - - - - - - - - 1� T- 7 - - - - - - 7-
Ill 7"
EL: 412.42'
HOOK LADDER.-/ 04" TERMADUCT, TYPICAL.
COMPACTED FILL -j
SEE INSTALLATION GUIDE,
BY OTHERS.
GEOTEXTILE FABRIC/LINER COMBINATION,
SEE INSTALLATION GUIDE.
CONTRACTOR TO ENSURE ADEQUATE BEARING SURFACE PROVIDED
IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
2" SAND BEDDING LAYER IS REQUIRED. SEE DESIGN NOTE 6.
TYPICAL ELEVATION
SCALE: 3/8" = l'-O"
NOTE:
TERMADUCT INSERTS TO BE KNOCKED OUT AT
SPECIFIED LOCATIONS ONLY (BY OTHERS).
(9 16 Stormwater
Detention/
Infiln-ation
- PRELIMINARY -
NOT FOR CONSTRUCTION