Port Huron Addendum 2_Part 3 of 3.pdf

DOVE STREET

(66 FT. WD. - PUBLIC - R/W)

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STORM SEWER CALCULATIONSDRAINAGE AREA C-VALUES

DETENTION SWALE - PLAN VIEW

DETENTION BASIN - PLAN VIEW

NOTES

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SITE INFO & VOLUME REQUIRED - POND

SITE INFO & VOLUME REQUIRED - SWALE

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OUTLET CONTROL CALCULATIONS - SWALE OUTLET CONTROL CALCULATIONS - POND

BASIN VOLUME CALCULATIONS

COMPOUND RUNOFF COEFFICIENT - POND

SWALE VOLUME CALCULATIONS

COMPOUND RUNOFF COEFFICIENT - SWALE

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DETENTION BASIN OUTLET CONTROL STRUCTURE DETAIL - 1 on 3

END SECTION DETAIL - WITH GROUTED RIPRAP

SPILLWAY DETENTION CONTROL STRUCTURE OUTLET DETAIL

OIL AND WATER SEPARATOR DETAIL

BAR GRATE DETAIL - FOR OUTLET CONTROL STRUCTURESPILLWAY DETAIL - VEGETATED SIDE INLET

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TRASH ENCLOSURE DETAIL - CONCRETE WALL FUEL CONTAINMENT PAD DETAIL - TOP VIEW

FUEL CONTAINMENT PAD DETAIL - EXPANSION CAP

FUEL CONTAINMENT PAD DETAIL - GROUND ROD INSTALLATION

FUEL CONTAINMENT PAD DETAIL - SECTION "A"

FUEL CONTAINMENT PAD DETAIL - SECTION "B"

FUEL CONTAINMENT PAD DETAIL - SECTION -"C"

800-338-1122 513-645-7000 513-645-7993 FAX

9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069

FLOW

GENERAL NOTES

1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.

2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH

ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com

3. VORTCLAREX WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED

IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.

4. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING GROUNDWATER

ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER

ELEVATION

5. INLET AND OUTLET PIPES MUST BE PERPENDICULAR TO THE VAULT TO ALLOW CONNECTION WITH PROVIDED PIPE STUBS.

6. FLOW LINE IN AND OUT OF THE VORTCLAREX IS RECOMMENDED TO BE AT THE SAME ELEVATION.

7. ALTERNATE UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

INSTALLATION NOTES

1. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND

SHALL BE SPECIFIED BY ENGINEER OF RECORD.

2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE VORTCLAREX

STRUCTURE (LIFTING CLUTCHES PROVIDED).

3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.

4. CONTRACTOR TO PROVIDE AND INSTALL FERNCO, OR EQUIVALENT, COUPLER TO MATE EXISTING TRUNKLINE TO THE PROVIDED

PIPE STUBS. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.

VCL60-1 RATED TREATMENT CAPACITY IS 225 GPM [14.19 l/s], OR PER LOCAL REGULATIONS. IF THE SITE CONDITIONS EXCEED RATED

TREATMENT CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED.

THE VORTCLAREX SYSTEM SHALL REMOVE ESSENTIALLY ALL FREE AND DISPERSED NON-EMULSIFIED OIL FROM THE WATER STREAM

AND PRODUCE A DESIRED EFFLUENT BASED ON AN OIL DROPLET TYPICAL OF THE SITE.

THE VORTCLAREX SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH STOKES LAW AND API BULLETIN NO. 421.

THE STANDARD INLET/OUTLET CONFIGURATION IS SHOWN. FOR OTHER CONFIGURATION OPTIONS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com

VCL60-1 DESIGN NOTES

VortClarex}

36" x 48" [914 x 1219] ACCESS HATCH

(ACTUAL PRODUCT MAY VARY)

N.T.S.

24" [610] FRAME AND COVER

(ACTUAL PRODUCT MAY VARY)

N.T.S.

VORTCLAREX VCL60-1

STANDARD DETAIL

FACET MPAK MEDIA

PROVIDED INLET

PIPE STUB (Ø10"

RECOMMENDED MAX)

PVC INLET

ASSEMBLY

MANHOLE FRAME AND COVER

SUPPLIED BY CONTECH

ACCESS HATCH

SUPPLIED BY CONTECH

CONTRACTOR TO PROVIDE

GRADE RINGS/RISERS, SLAB

TO MEET FINISHED GRADE

PVC OUTLET

ASSEMBLY

PROVIDED OUTLET

PIPE STUB (Ø10"

RECOMMENDED MAX)

PERMANENT

POOL ELEV.

SEDIMENT BAFFLE

Ø2'-0" [610]

ACCESS

BOLLARD DETAIL - STEEL PIPE

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Redi-Rock International, LLC

DRAWN BY

J. JOHNSON

CHECKED BY

APPROVED BY

ISSUE DATE

DRAWING FILE

FS Series Blocks 031810.dwg

REVISION

SCALE

NO SCALE

03/18/10

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FREESTANDING SERIES BLOCKS

(FINISHED ON TWO SIDES)

Straight Top (Smooth or Textured) Full Block (46 18") Volume = 10.46 cft Weight = ±1496 lbs Half Block (23 116") Volume = 5.22 cft Weight = ±747 lbs

Curved Top (Smooth or Textured) Volume = 10.03 cft Weight = ±1434 lbs

Straight Top Garden Full Block (46 18") Volume = 7.98 cft Weight = ±1141 lbs Half Block (23 116") Volume = 3.97 cft Weight = ±567 lbs

Curved Top Garden Volume = 7.65 cft Weight = ±1093 lbs

Straight Middle Full Block (46 18") Volume = 10.68 cft Weight = ±1527 lbs Half Block (23 116") Volume = 5.33 cft Weight = ±762 lbs

Curved Middle Volume = 10.24 cft Weight = ±1465 lbs

Straight Bottom Full Block (46 18") Volume = 11.53 cft Weight = ±1649 lbs Half Block (23 116") Volume = 5.74 cft Weight = ±821 lbs

Curved Bottom Volume = 11.10 cft Weight = ±1588 lbs

Force Protection

(Straight Full Bottom Block Shown)

Variable Radius Walls Straight block styles can be manufactured with the end block insert to allow the blocks to be used in a variable radius wall.

(Straight Full Middle Block Shown)

46 18" 42 12"

46 18"

42 12"

46 18" 13"

10" Dia.

4" High (Typ.)

10"

13"

NOTES:

Architectural faces on the blocks have varying texture.

Volumes are based on the blocks as shown.

Actual weights and volumes may vary.

Weight shown is based on 143 pcf concrete.

18"

±23" (Limestone) ±24" (Cobblestone)

46 18"

18"

±23" (Limestone) ±24" (Cobblestone)

7 12"

18"

12"

4"

±23" (Limestone) ±24" (Cobblestone)

10"

18"

±23" (Limestone) ±24" (Cobblestone)

7 12"

OPTIONAL OPTIONAL

46 18" ±23" (Limestone) ±24" (Cobblestone)

18"

23"

42 12"

46 18"

±23" (Limestone) ±24" (Cobblestone)

18"

23"

10" Dia.

4" High (Typ.)

46 18" ±23" (Limestone) ±24" (Cobblestone)

18"

23"

42 12"

46 18"

±23" (Limestone) ±24" (Cobblestone)

18"

23"

Straight blocks can be manufactured with a 3" horizontal tube for post-tensioned cable installation.

Straight and curved blocks can be manufactured with 6" vertical tubes for mechanical tie-down bolt installation.

Redi-Rock International, LLC

DRAWN BY

J. JOHNSON

CHECKED BY

APPROVED BY

ISSUE DATE

DRAWING FILE

FS Series Corners 100509.dwg

REVISION

SCALE

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FREESTANDING SERIES CORNERS

(FINISHED ON THREE SIDES)

Top Corner (Smooth or Textured) Volume = 10.44 cft Weight = ±1493 lbs

Half Top Corner (Smooth or Textured) Volume = 5.18 cft Weight = ±741 lbs

10" Dia.

4" High (Typ.)

46 18"

Middle Corner Volume = 10.73 cft Weight = ±1534 lbs

(Bottom Corner Block does not have groove)

Half Middle Corner Volume = 5.28 cft Weight = ±755 lbs

(Half Bottom Corner Block does not have groove)

23 116"

Garden Corner Volume = 8.26 cft Weight = ±1182 lbs

Half Garden Corner Volume = 4.25 cft Weight = ±607 lbs

23"

NOTES:

Architectural faces on the blocks have varying texture.

Volumes are based on the blocks as shown.

Actual weights and volumes may vary.

Weight shown is based on 143 pcf concrete.

18"

±23" (Limestone) ±24" (Cobblestone)

OPTIONAL

18"

±23" (Limestone) ±24" (Cobblestone)

OPTIONAL

46 18"

18"

±23" (Limestone) ±24" (Cobblestone)

7 12" 13"

10" 7 12"

23 116"

18"

±23" (Limestone) ±24" (Cobblestone)

13" 10"

46 18"

18"

±23" (Limestone) ±24" (Cobblestone) 23 116"

18"

±23" (Limestone) ±24" (Cobblestone)

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STORM MANHOLE DETAIL - 4' DIA. - STANDARD

CATCH BASIN DETAIL - WITH FLAT TOP - LOW HEAD

GATE DETAIL - CHAIN LINK - ACCESS - DOUBLE SWING

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SALVAGED SIGN SUPPORT DETAIL

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GATE DETAIL - CHAIN LINK - ACCESS - SINGLE SWING

FENCE DETAIL - BARBED WIRE EXTENSION ARMFENCE DETAIL - CHAIN LINK - STRAIGHT SEGMENT

FENCE DETAIL - POST SUPPORT

FENCE DETAIL - CHAIN LINK - STANDARD

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GENERAL NOTES

EROSION CONTROL STANDARDS

EROSION CONTROL STANDARDS

CONTINUED

STORM SEWER SPECIFICATIONS

STORM SEWER SPECIFICATIONS,

CONTINUED

WATER MAIN SPECIFICATIONS

WATER MAIN SPECIFICATIONS,

CONTINUED

SANITARY SEWER SPECIFICATIONS

SANITARY SEWER SPECIFICATION,

CONTINUED

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BITUMINOUS PAVING SPECIFICATIONS BITUMINOUS PAVING SPECIFICATIONS,

CONTINUED

CONCRETE CURB, SIDEWALK AND

PAVEMENT SPECIFICATIONS

CONCRETE CURB, SIDEWALK AND

PAVEMENT SPECIFICATIONS, CONTINUED

CONCRETE CURB, SIDEWALK AND

PAVEMENT SPECIFICATIONS, CONTINUED

TRAFFIC LANE AND PARKING LOT MARKING

GRADING AND EARTHWORK

SPECIFICATIONS

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