HomeMy WebLinkAboutVINE_HEALTHARE_ADDITIONS-C6-SITE-DETAILSDiagram 1: Bicycle Rack Type
- Ts
36"
Mounting Surface
1W Tg
Cc o pb o Goo o Dcn o
o Inverted! 'U" A -Type Side View
Diagram 2: Bicycle Parking Location and Design (side view)
Diagram 3: Bicycle Parking Location and Design (top view).
BICYCLE PARKING DETAIL
NOT TO SCALE C6
CONTRACTOR TO VERIFY THE MIN.
DEPTH OF THE SURFACE COURSE
.5" HOT ASPHALTIC CONIC.
URFACE COURSE
TAC COAT
1.5" HOT ASPHALTIC CONIC.
BINDER COURSE
13 STONE BASE
ED, WELL DRNNED
E
LIGHT DUTY ASPHALT PAVEMENT SECTION z
NOT TO SCALE C6
3/4"
x 8" EXPANSION
JOINT
SEALANT -
REINFORCING
MESH
x X� _ D x x -
I
NOTE: THIS JOINT TO BE USED AT
ALL INTERSECTIONS AND ENDS OF DAILY 'POURS'
CAP MAXIMUM SPACING SHALL BE 240'
1' ' SMOOTH DOWEL 1'-6* LONG O
V-Do D.C. - GREASE HALF OF DOWEL
OR USE CUT-BAK ASPHALT
FXPANci JOINT DETAIL 3
RELEASED FOR CONSTRUCTION c6
Subject to compliance with all regulations
of State and meal Codes
City
OF Carmel
�VT�Vt�D*VAWML
DATE: 09/24/19
FLEXSTORM CATCH -IT FILTERS FOR TEMPORARY INLET PROTECTION
PRODUCT SELECTION AND SPECIFICATION DRAWING
11 GA GALVANIZED STEEL
SUSPENSION SYSTEM
TYPICAL ROUND III FILTER
C
ea
IT
LIFT HANDLES
REPLACEABLE SEGMENT BAGS
WTH GEOTEMPLE FILTER FABRi
TYPICAL RECTANGUWI INI£T FILTER
vaA�cai�rn�A,�W�Aa
1. INDENTIFY YOUR FRAME STYLE AND SIZE
MILE
FRAMESTYLEANDSIZ£
Fire me P/N:
O
Small Round fuip m20.0"dia States(A)dim)
Ei
Z
Med Round(20.1"- 26.0"dia rates(A)u To25"diao nins(B))
62MRD
a
Large Round (26.1"-32.0" the grates(A) up to 3D'openings(B))
62LIB0
XLRound(32.1"dla-39'cla grates(A)u to 3T"all o enin (B))
62XLRD
Small Rect/S uare (up To 16"(B)x16"10 openings or He"perimeter)
52SSQ
¢
Med Fact /Square (up to M"(B)x 24")D)openings or%"perimeter)
62MsQ
wx �'
Large Red/ Suare (up tow" B)x 24"(D) openings or IN" erimeter
62LSQ
XLRect/S uare (side b side2 setto0tu to JB" B A36" D o nin
Mai
0
Small Rect/Square(ref Red sizing; shipped with Magnetic Curb Flaps)
Fai
Med Rect/Square(LET Red sizing; shipped with Magnetic Curb Flap)
0?
Large Red/Square(ref Red sizing shipped with MagneticCurb Flaps)
XLRect/S uare (ref Red sizing; shipped withM netic Curb Fla s)
12"diameterN Io last ce ings(Stainless Steel Framl standard)
n' diameter Nyloplast castings(Stainless Steel Framing standard)
M62�B
o
18"dlameter Nylo last astir s(Stainless Steel Fermin stantlartl)
M" diameter Nyloplast car ings(Stainless Steel Framing standard)
Z
30"diameter Nylo last castin s(Stainless Steel Frmin stantlartl)
2. SELECTYOUR HAS PAW NUMBER
RIXSTORM FILTER BAGS
(2Zdepth)
SFDB P/N
(12"depth)
Short Ba P/N
I Clean Water Flow
Rate GPM/S Ff
Mn A.O.S.
Lb Sieve
FX: Standard Woven Ba
FX
FX-S
ZOO
40
ILIDOTNon-Wmen
It
I IL-S
II6S
TO
3. CREATE YOUR FLEXSTORM INLET FILTER PART NUMBER
Frame P/Nfrom Step 1. Filter Bag P/N from Step 2.
JOINT SEALANT
REINFORCING 1/4-
MESH
D/3
EO
x x x x -x D
D EO
CONTROL JOINT DETAIL a
NOT TO SCALE C6
6x6-10/10 W.W.F. CONTROL JOINT D/3
4" CONIC. SLAB WITH
BROOM FINISH 6"
4" GRANULAR FILL
CONTRACTOR MAY SUB-
STITUTE NYLON" FIBER
REINFORCING MIX DESIGN
TO BE FORWARDED TO
ENGINEER FOR APPROVAL
/PATIO DETAIL
NOT TO SCALE
NOTES:
ASPHALT PAVEMENT
ygTL THIS JOINT TO BE
SPACED AT A MAXIMUM OF
IV-0" GRID
3/4" R.
1, TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAMNG A RADIUS OF 1/4" AT 61 SPACING AND
48'-0" BETWEEN EXPANSION JOINTS. (FOR SIDEWALK ONLY)
2. SUBGRADE UNDER ALL CURB. SIDEWALK. AND DRIVES SHALL BE COMPACTED M ACCORDANCE WITH
THE STANDARD SPECIFICATIONS.
3. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE CURB SHALL BE
FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO
EXCEED 6".
4. WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS
SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB AND GUTTER
SHOULD BE TIED TO THE PAVEMENT BY d4 DEFORMED RE -BAR AT S-O" D.D. IF NO CONCRETE
PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB 15 CONSTRUCTED. EXPANSION JOINTS SHALL BE
PLACED AT THE ENDS OF ALL RADII AND AT INTERVALS NOT TO EXCEED 100'. CONTRACTION JOINTS
SHALL BE PLACED AT 20' ox.
1 2"
AREA
STAINLESS STEEL
CLAMPING BAND
COMBINATION WIfT
FILTER FOR OIRB HOOD$
SPECIFICATIONS FOR STANDARD BASS BY NOMINAL SIZE
Nominal Bag
Size
Solids Storage
CUFF
Filtered Flow Rate
at 50% Mai
FX Woven
IL Non Woven
Small
1.6
12
0.9
Medium
2.1
1.7
1.3
Large
3.8
2.7
1.9
XL
4.2
3.6
2.6
INSTALLATION:
1. REMOVE GRATE
2. DROP FLEXSTORM INLET
FILTER ONTO LOAD BEARING
LIP OF CASTING OR
CONCRETE STRUCTURE
3, REPLACE GRATE
He CURB GUARD
P MTH MAGNETIC
DOWNS
N1IOPDSTCASNNGS
CATCHI SPECIFIED W/ Ra FX-S BINS
NOTES:
1. ALL FRAMING IS CONSTRUCTED OF
CORROSION RESISTANT STEEL (ZINC
PLATED OR GALVANIZED) FOR 7 YEAR
MINIMUM SERVICE LIFE.
2. UPON ORDERING CONFIRMATION OF THE
DOT CALLOUT, PRECAST OR CASTING
MAKE AND MODEL, OR DETAILED
DIMENSIONAL FORMS MUST BE PROVIDED
TO CONFIGURE AND ASSEMBLE YOUR
CUSTOMIZED FLEXSTORM INLET FILTER.
PART NUMBER ALONE IS NOT SUFFICIENT.
3. FOR WRITTEN SPECIFICATIONS AND
AINTENANCE GUIDELINES VISIT
WW.INLETFILTERS.COM
TEMPORARY CURB BAG DETAIL �1
NOT To SCALE C6
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
A DIVISION OF ADS, INC.
WWW.INLETFILTERS.COM
�630) 355-3477 FX A
INFO@INLE TFI LTERS.COM
SITE DETAILS
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DRAWN BY: TEN
CHECKED BY: AID
PROJECT No,
1805-008
SHEET No.
C6