location map - central ohio transit authority · slabs playground court cota pr clevelandave elmore...

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RESERVEB

APPROVALS:SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSEAND GENERAL LOCATION OF THE PROJECT. ALL TECHNICAL DETAILS REMAINTHE RESPONSIBILITY OF THE ENGINEER PREPARING THE PLANS. CITY OF COLUMBUS

DEPARTMENT OF PUBLIC UTILITIESDIVISION OF SEWERAGE AND DRAINAGE

DIVISION USE ONLY

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\TITLE SHEET-PLAN SET.DWG" : SAVED "5/30/2017 11:17 AM" | LAYOUT "DOSD - TITLE" : PRINTED "6/5/2017 8:55 AM"

SCALE: NONE SHEET: C1.01

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY

EASEMENT REFERENCE REVISIONS PLAN PREPARED BY:

CITY NO.VOLUME PAGE

GRANTORCOUNTY RECORDER NO. DESCRIPTION APPROVAL/DATE

AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

SPECIFICATIONS

LOCATION MAPNO SCALE

580 North Fourth St., Suite 630 | Columbus, OH 43215P (614) 418-0600 | F (614) 418-0614

17-MAY-2017

THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS SPECIFICATIONS (CMSC),2012 EDITION INCLUDING ALL SUPPLEMENTS THERETO, SHALL GOVERN ALLCONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN UNLESS NOTED OTHERWISE.

Darrell Miller, PE - 614-474-1116Matt Selhorst - 614-839-5780

BM #1"X" SET IN SOUTHEAST BOLT OF FIRE HYDRANT ±250' WEST OF CLEVELANDAVE. ELEV.= 880.961

BM #2" "CHISELED ON NORTH SIDE OF LIGHT POLE BASE IN THE A&W PARKINGLOT, 200' WEST OF CLEVELAND AVE. ELEV.= 877.014

BENCHMARKS(NAVD 1988)

Know what's

R

CENTRAL OHIO TRANSIT AUTHORITY33 N. HIGH STREETCOLUMBUS, OH. 43215CONTACT: BRIAN WEISS

[email protected]

DEVELOPER/OWNER

LOCATION MAPSCALE: 1" = 80

0 80 160

Scale in Feet

COTA BRT: NORTHERN LIGHTS PARKAND RIDE LOT

ADDRESS: 3573 CLEVELAND AVE.

DATENUMBERREGISTERED ENGINEER74726

CITY OF COLUMBUSSTANDARD CONSTRUCTION

DRAWINGS1441 12/1/13

2000 6/1/13

2010 6/1/13

2230 6/1/13

2300 6/1/13

2319 6/1/13

NOI PERMIT # ____________

ADMINISTRATOR, DIVISION OF POWER

ADMINISTRATOR, DIVISION OF WATER

COUNTY ENGINEER, FRANKLIN COUNTYCITY ENGINEER/ADMINISTRATOR, DIVISION OFDESIGN AND CONSTRUCTION

DATE

DATE

DATE

DATE

DATE

ADMINISTRATOR, DIVISION OF SEWERAGE &DRAINAGE

DATECHIEF DEPUTY ENGINEER, FRANKLIN COUNTY

SITE COMPLIANCE PLAN #14601-00081

AA-S149

AA-S142

AA-S133A

AA-S102

AA-S151

AA-S112

AA-S125A

AA-S139

RELATED PLAN SETS:DRAWER E: 3163-E

PRELIMINARY SITE COMPLIANCE: 14601-0081FINAL SITE COMPLIANCE: 17345-210

DARRELL S. MILLER

S.S.1523 2/17/09

INDEX OF SHEETS

TITLE SHEET_____________________________________________C1.01GENERAL NOTES___________________________________________C2.01GENERAL NOTES___________________________________________C2.02TYPICAL DETAILS_________________________________________C3.01TYPICAL DETAILS ALTERNATE_______________________________C3.01AMAINTENANCE OF TRAFFIC PLAN_____________________________C3.02MAINTENANCE OF TRAFFIC NOTES____________________________C3.03EXISTING SITE LAYOUT____________________________________C4.01DEMOLITION PLAN________________________________________C5.01PAVING PLAN_____________________________________________C6.01PAVING PLAN ALTERNATE___________________________________C6.01A

TITLE SHEET_____________________________________________C7.01PROPOSED PLAN___________________________________________C7.02PARKING LOT GRADING PLAN________________________________C7.03STORM SEWER PROFILE SHEET_______________________________C7.04STORMTECH DETAILS_______________________________________C7.05STORMTECH AND MANHOLE DETAILS___________________________C7.06STORMWATER POLLUTION PREVENTION PLAN____________________C7.07STORMWATER POLLUTION PREVENTION NOTES___________________C7.08STORMWATER POLLUTION PREVENTION PLAN DETAILS____________C7.09

PLANTING PLAN___________________________________________L1.01KEY LAYOUT PLAN_________________________________________L2.01LAYOUT PLAN ENLARGEMENT_________________________________L2.02LAYOUT PLAN ENLARGEMENT_________________________________L2.03MATERIALS PLAN__________________________________________L3.01LANDSCAPE DETAILS_______________________________________L4.01LANDSCAPE DETAILS_______________________________________L4.02SIGN DETAILS____________________________________________L4.03

ELECTRICAL NOTES________________________________________E1.01ELECTRICAL SITE LAYOUT__________________________________E2.01ELECTRICAL DETAILS______________________________________E3.01

SITE CIVIL PLANS

CC-PLANS STORM

LANDSCAPING PLANS

ELECTRICAL PLANS

2319 6/1/13

SUBMITTAL DATE: 17-MAY-2017

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\GEN_NOTES.DWG" : SAVED "5/17/2017 2:59 PM" | LAYOUT "GEN NOTES" : PRINTED "6/5/2017 8:55 AM"

CITY OF COLUMBUSDEPARTMENT OF PUBLIC UTILITIES

DIVISION OF SEWERAGE AND DRAINAGEDIVISION USE ONLY

SCALE:NONE SHEET: C2.01

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY

EASEMENT REFERENCE REVISIONS

CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

COTA BRT: NORTHERN LIGHTS PARKAND RIDE LOTGENERAL NOTES

580 North Fourth St., Suite 630 | Columbus, OH43215 P (614) 418-0600 | F (614) 418-0614






RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\GEN_NOTES.DWG" : SAVED "5/17/2017 2:59 PM" | LAYOUT "GEN NOTES (2)" : PRINTED "6/5/2017 8:55 AM"

COTA BRT: NORTHERN LIGHTSPARK AND RIDE LOT

GENERAL NOTES




FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\TYP_SECTIONS.DWG" : SAVED "5/17/2017 7:55 AM" | LAYOUT "TYPICAL SECTIONS" : PRINTED "6/5/2017 8:55 AM"




RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

COTA BRT: NORTHERN LIGHTSPARK AND RIDE LOTTYPICAL DETAILS


BIORETENTION ESTIMATE OF QUANTITIES

ITEM UNIT TOTAL PAY ITEM

PLANTING SOIL CY* 143 SPECIAL

SAND CY 21 304

STONEDIAPHRAGM CY 6 304

AGGREGATE CY 20 304

FABRIC SY 305 204

UNDERDRAIN LF 118 605


BASE BID


FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\TYP_SECTIONS ALTERNATE.DWG" : SAVED "5/17/2017 6:59 AM" | LAYOUT "TYPICAL SECTIONS" : PRINTED "6/5/2017 8:55 AM"



SCALE: NONE SHEET: C3.01A

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.


TYPICAL DETAILS ALTERNATE


BIORETENTION ESTIMATE OF QUANTITIES

ITEM UNIT TOTAL PAY ITEM

PLANTING SOIL CY* 143 SPECIAL

SAND CY 21 304

STONEDIAPHRAGM CY 6 304

AGGREGATE CY 20 304

FABRIC SY 305 204

UNDERDRAIN LF 118 605


ALTERNATE BID #1




PROJECT TITLE:

SCALE:1"=60" SHEET: C3.02

RECORD PLAN NO.CONTRACT DRAWING NO.

OWNER

CONTRACTOR

INSPECTOR

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CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\MOT PLAN.DWG" : SAVED "5/17/2017 2:56 PM" | LAYOUT "MOT" : PRINTED "6/5/2017 8:55 AM"


MOT PLAN

NORTHERN LIGHTSSHOPPING CENTER

CLEVELAND AVENUE


N

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R

WALFORD STREET

PRIVATE DRIVE

LEGEND

SIGN DETAILS

CLEVELAND AVENUE




PROJECT TITLE:

SCALE:NONE SHEET: C3.03


OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\MOT PLAN.DWG" : SAVED "5/17/2017 2:56 PM" | LAYOUT "MOT-NOTES" : PRINTED "6/5/2017 8:55 AM"


MOT NOTES



FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\SITE LAYOUT_SHT.DWG" : SAVED "5/30/2017 11:26 AM" | LAYOUT "EX. LAYOUT" : PRINTED "6/5/2017 8:56 AM"



SCALE:1"=40" SHEET: C4.01

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

WALFORD STREET

COTA BRT - NORTHERN LIGHTSPARK AND RIDE LOT

EXISTING SITE LAYOUT

EX. CAR WASH & DRIVE THRU

LEE'S AUTO SALES& SERVICE

PRIVATE DRIVE

NORTHERN LIGHTSSHOPPING CENTER

CLEVELAND AVENUE

PROJECT AREA MAP(NO SCALE)


0 40 80

Scale in Feet

ELMORE AVE.

PRIVATE DRIVE

N

W

ST

S

G

LEGEND

Know what's

R



FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\DEMO PLAN.DWG" : SAVED "5/30/2017 9:31 AM" | LAYOUT "DEMO PLAN" : PRINTED "6/5/2017 8:56 AM"



SCALE: 1" = 30' SHEET: C5.01

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

COTA BRT: NORTHERN LIGHTSPARK AND RIDE LOTDEMOLITION PLAN

N


0 30 60

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SCALE:1"=20'

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

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CITY NO.VOLUME PAGE


AGREEMENT

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COMPLETED

CLDCKD CON. DR.

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\ROLLER COMPACTED CONCRETE PLAN.DWG" : SAVED "5/30/2017 9:31 AM" | LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:56 AM"


N

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SHEET: C6.01

COTA BRT: NORTHERN LIGHTS PARKAND RIDE LOTPAVING PLAN


BASE BID

COORDINATE TABLE

POINT # NORTHING EASTING

1 743766.23 1839072.402 743722.19 1839069.363 743764.99 1839090.364 743749.21 1839319.535 743731.25 1839318.296 743729.75 1839340.147 743721.34 1839098.388 743685.43 1839095.919 743715.92 1839190.34

10 743678.10 1839187.7311 743708.14 1839290.0412 743672.23 1839287.5613 743661.48 1839094.2614 743625.57 1839091.7915 743656.15 1839186.2216 743618.24 1839183.6117 743648.28 1839285.9218 743612.37 1839283.4419 743591.32 1839330.6120 743587.34 1839330.3321 743590.29 1839287.4322 743597.30 1839185.6123 743577.35 1839184.24

COORDINATE TABLE

POINT # NORTHING EASTING

24 743577.83 1839177.2525 743581.96 1839117.4026 743599.57 1839111.6027 743582.44 1839110.4228 743583.75 1839100.9429 743600.24 1839102.1030 743579.50 1839093.5931 743559.09 1839092.3432 743580.17 1839084.1233 743579.97 1839060.9834 743580.57 1839052.1835 743562.05 1839050.9136 743552.00 1839162.0437 743567.18 1839163.4238 743565.75 1839184.1139 743551.97 1839195.5440 743548.99 1839195.2541 743542.95 1839261.8542 743545.93 1839262.1243 743560.41 1839261.6944 743558.17 1839294.1345 743540.22 1839292.58




SCALE:1"=20'

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\ALTERNATE PAVING PLAN.DWG" : SAVED "5/30/2017 9:31 AM" | LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:56 AM"


N

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R

SHEET: C6.01A


PAVING PLAN ALTERNATE


ALTERNATE BID #1


PLAYGROUND

COURTCLEVELAND

AVE

ELMOREAVE

ELMOREAVEE

LAMONTAVEW

LAMONTAVEE

WALFORD

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MELROSEAVEE

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522521520519518517516515514513

369370371372373374

152153365366367368

APPROVALS:SIGNATURES BELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSEAND GENERAL LOCATION OF THE PROJECT. ALL TECHNICAL DETAILS REMAINTHE RESPONSIBILITY OF THE ENGINEER PREPARING THE PLANS. APPROVALFOR STORM SEWERS ONLY.



ADMINISTRATOR, DIVISION OF POWER

ADMINISTRATOR, DIVISION OF WATER

COUNTY ENGINEER, FRANKLIN COUNTYCITY ENGINEER/ADMINISTRATOR, DIVISION OFDESIGN AND CONSTRUCTION

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\CC PLAN SET\TITLE SHEET- CC PLAN SET.DWG" : SAVED "5/30/2017 11:18 AM" | LAYOUT "DOSD - TITLE" : PRINTED "6/5/2017 8:56 AM"

DATE

DATE

DATE

DATE

DATE



OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY

EASEMENT REFERENCE REVISIONS PLAN PREPARED BY:

CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

SPECIFICATIONS

CITY OF COLUMBUSSTANDARD CONSTRUCTION

DRAWINGS

LOCATION MAPNO SCALE


DARRELL S. MILLER 17-MAY-2017

THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS SPECIFICATIONS (CMSC),2012 EDITION INCLUDING ALL SUPPLEMENTS THERETO, SHALL GOVERN ALLCONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN UNLESS NOTED OTHERWISE.

S.S.1523 2/17/09

INDEX OF SHEETS

TITLE SHEET_____________________________________________C7.01PARKING PLAN____________________________________________C7.02PARKING LOT GRADING PLAN________________________________C7.03STORM SEWER PROFILE SHEET_______________________________C7.04STORMTECH DETAILS_______________________________________C7.05STORMTECH AND MANHOLE DETAILS___________________________C7.06STORMWATER POLLUTION PREVENTION PLAN____________________C7.07STORMWATER POLLUTION PREVENTION NOTES___________________C7.08STORMWATER POLLUTION PREVENTION PLAN DETAILS____________C7.09

Darrell Miller, PE - 614-474-1116

Matt Selhorst - 614-839-5780

BM #1"X" SET IN SOUTHEAST BOLT OF FIRE HYDRANT ±250' WEST OF CLEVELANDAVE. ELEV.= 880.961

BM #2" "CHISELED ON NORTH SIDE OF LIGHT POLE BASE IN THE A&W PARKINGLOT, 200' WEST OF CLEVELAND AVE. ELEV.= 877.014

BENCHMARKS(NAVD 1988)

Know what's

R

TOTAL SITE AREA: 3.35 ACTOTAL DISTURBED AREA: 1.74 ACPRE-DEVELOPED IMPERVIOUS 1.36 ACPOST-DEVELOPED IMPERVIOUS 1.09 AC

SITE DATA TABLE

CENTRAL OHIO TRANSIT AUTHORITY33 N. HIGH STREETCOLUMBUS, OH. 43215CONTACT: BRIAN WEISS

[email protected]

DEVELOPER/OWNER

INDEX MAPSCALE: 1" = 100'

0 100 200

Scale in Feet

2000 6/1/14

AA-S149

AA-S142

AA-S133A


AA-S102

ADMINISTRATOR, DIVISION OF SEWERAGE &DRAINAGE

DATE

DATENUMBERREGISTERED ENGINEER74726

CC-16995

RELATED PLAN SETS:DRAWER E: 3163-E

SITE COMPLIANCE: 14601-0081

AA-S151

AA-S112

2010 8/1/14

2230 6/1/13

2300 6/1/14

2319 6/1/13100 YEAR DETENTION TABLE

LOCATIONVOLUME

REQUIRED(AC-FT)

VOLUME USED(AC-FT) ELEVATION

STORMTECHCHAMBERS 0.083 0.085 877.33

NOI PERMIT # ____________

AA-S125A

AA-S139

CHIEF DEPUTY ENGINEER, FRANKLIN COUNTY

1100 5/1/15

1441 12/1/14

SUMMARY OF POST-CONSTRUCTION STORMWATER CONTROL FACILITIES

CONTROL/OUTLETSTRUCTURE NO.

PLAN VIEW ANDDETAIL PAGENUMBERS FOR

BMP

CONTROLFUNCTION

DRAINAGE AREATO CONTROLFACILITY(ACRES)

FACILITYTYPE

GREENINFRASTRUCTURE(SQUARE FEET)

1 C5.02,C8.03 FLOOD CONTROL 1.390 STORMTECHCHAMBERS

N/A

2 C5.02 WATER QUALITY 0.676 ISOLATOR ROW N/A

3 C3.01,C5.02 WATER QUALITY 0.714 BIORETENTION 2702

ESTIMATE OF QUANTITIES


A

A

BB



SCALE:1"=20'

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\SITE LAYOUT_SHT.DWG" : SAVED "5/30/2017 11:26 AM" | LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:57 AM"

COTA BRT - NORTHERN LIGHTSPARK AND RIDE LOT

PROPOSED SITE LAYOUT

CLEVELAND AVENUE


N

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Scale in Feet

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R

SHEET: C7.02

CROSSWALK DETAILN.T.S.





SCALE:VARIES

RECORD PLAN NO.

OWNER

CONTRACTOR

INSPECTOR

DIVISION USE ONLY


CITY NO.VOLUME PAGE


AGREEMENT

RPD

COMPLETED

CLDCKD CON. DR.

FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\SITE GRADING.DWG" : SAVED "5/30/2017 11:16 AM" | LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:57 AM"

PRIVATEDRIVE

CLEVELAND AVENUE


N

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Scale in Feet Know what's

R

SHEET: C7.03


PARKING LOT GRADING PLAN

0 10 20

Scale in Feet






FILE "P:\6000_6100\6425130010_COTA BRT\CIVIL\PLANS\PLAN SET DWG'S\PROFILE_SHT.DWG" : SAVED "5/30/2017 11:16 AM" | LAYOUT "LAYOUT (1)" : PRINTED "6/5/2017 8:57 AM"



STORM SEWER PROFILE SHEET


60"

(1524 mm)

12" (305 mm) MIN

7.0'

(2.13 m)

MAX

12" (305 mm) TYP100" (2540 mm)

ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL)

ALL AROUND CLEAN, CRUSHED, ANGULAR STONE

C

D

IF REQUIRED

B

A

ONCE LAYER C IS PLACEDANY

SOIL/MATERIAL CAN BE PLACED IN

LAYER D UP TO THE FINISHED

GRADE. MOST PAVEMENT

SUBBASE SOILS CAN BE USED TO

REPLACE THE MATERIALS

REQUIREMENTS OF LAYER C OR D

AT THE DESIGN ENGINEER'S

DISCRETION.

PAVEMENT AND SUBBASE DESIGN (BY ENGINEER) MOST

PAVEMENT SUBGRADE MATERIALS CAN BE USED IN LIEU

OF REQUIREMENTS FOR LAYERS C D

&

FILL MATERIAL FOR LAYER 'D' STARTS FROM THE

TOP OF THE 'C' LAYER TO THE BOTTOM OF

FLEXIBLE PAVEMENT OR UNPAVED FINISHED

GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE

MAY BE PART OF THE 'D' LAYER.

FILL MATERIAL FOR LAYER 'C' STARTS FROM THE

TOP OF THE EMBEDMENT STONE ('B' LAYER) TO

24" [610 mm] ABOVE THE TOP OF THE CHAMBER.

NOTE THAT PAVEMENT SUBBASE MAY BE A PART

OF THIS LAYER.

EMBEDMENT STONE SURROUNDING THE

CHAMBERS FROM THE FOUNDATION STONE

TO THE 'C' LAYER ABOVE.

FOUNDATION STONE BELOW CHAMBERS FROM

THE SUBGRADE UP TO THE FOOT (BOTTOM) OF

THE CHAMBER.

ANY SOIL/ROCK MATERIALS, NATIVE SOILS,

OR PER ENGINEER'S PLANS. CHECK PLANS

FOR PAVEMENT SUBGRADE REQUIREMENTS.

GRANULAR WELL-GRADED SOIL/AGGREGATE

MIXTURES, < 35% FINES. MOST PAVEMENT

SUBBASE MATERIALS CAN BE USED IN LIEU OF

THIS LAYER.

N/A

3, 357, 4, 467, 5, 56,

57, 6, 67, 68, 7, 78, 8,

89, 9, 10

3, 4

3, 4

PREPARE PER ENGINEER'S PLANS. PAVED

INSTALLATIONS MAY HAVE STRINGENT MATERIAL

AND PREPARATION REQUIREMENTS.

BEGIN COMPACTION AFTER 24" [610 mm] OF MATERIAL

OVER THE CHAMBERS IS REACHED. COMPACT ADD-

ITIONAL LAYERS IN 12" [305 mm] MAX LIFTS TO A MIN.

95% STANDARD PROCTOR DENSITY.

NO COMPACTION REQUIRED.

PLATE COMPACT OR ROLL TO ACHIEVE A 95%

STANDARD PROCTOR DENSITY ²

MATERIAL LOCATION DESCRIPTION COMPACTION/DENSITY REQUIREMENT

AASHTO M43

DESIGNATION¹

PLEASE NOTE:

1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE:

“CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE”.

2. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS

WHEN PLACED AND COMPACTED IN 9” [229 mm] (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR.

3. THE CONTRACTOR SHALL PROVIDE THE CITY CERTIFIED REPORTS FROM A CERTIFIED LABORATORY VERIFYING THE AGGREGATE FOR THE WATER DETENTION LAYERS OF THE STORMWATER

DETENTION FACILITY MEETS OR EXCEEDS 40% VOID SPACE.

ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS

A

B

C

D

CLEAN, CRUSHED, ANGULAR STONE,

NOMINAL SIZE DISTRIBUTION BETWEEN

3/4 - 2 INCH [19 - 51 mm]

MIN. VOID SPACE = 40%

CLEAN, CRUSHED, ANGULAR STONE,

NOMINAL SIZE DISTRIBUTION BETWEEN

3/4 - 2 INCH [19 - 51 mm]

MIN. VOID SPACE = 40%

24"

(610 mm)

MIN*

*TO BOTTOM OF FLEXIBLE PAVEMENT.

FOR UNPAVED INSTALLATIONS, WHERE RUTTING FROM

VEHICLES MAY OCCUR, INCREASE COVER TO 30" (762 mm)

9" (229 mm) TYP

DEPTH OF STONE TO BE

DETERMINED BY DESIGN ENGINEER

9" (229 mm) MIN

1. CHAMBERS SHALL BE STORMTECH MC-4500 OR APPROVED EQUAL.

2. CHAMBERS SHALL BE MADE FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS.

3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO

INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.

4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL AND THE

INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET FOR: 1) LONG-DURATION

DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH

CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.

5. CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F 2787, "STANDARD PRACTICE FOR

STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION

CHAMBERS".

7. ONLY CHAMBERS THAT ARE APPROVED BY THE ENGINEER WILL BE ALLOWED. THE CONTRACTOR

SHALL SUBMIT (3 SETS) OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL BEFORE

DELIVERING CHAMBERS TO THE PROJECT SITE:

a. A STRUCTURAL EVALUATION BY A REGISTERED STRUCTURAL ENGINEER THAT

DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE

DESIGN SPECIFICATIONS, SECTION 12.12 ARE MET.

b. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL CROSS SECTION IS

BASED.

8. THE INSTALLATION OF CHAMBERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST

INSTALLATION INSTRUCTIONS.

MC-4500 STORMWATER CHAMBER SPECIFICATIONS

*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED

INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,

INCREASE COVER TO 30" (762 mm).

60"

(1524 mm)

24"

(610 mm) MIN*

7.0'

(2.13 m)

MAX

12" (305 mm) TYP100" (2540 mm)

ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL) ALL

AROUND CLEAN, CRUSHED, ANGULAR STONE

NOMINAL 3/4" - 2" (19 mm - 51 mm) CLEAN,

CRUSHED, ANGULAR STONE (AASHTO

M43 #3 & #4 STONE SIZES ALLOWED)

DESIGN ENGINEER IS

RESPONSIBLE FOR ENSURING

THE REQUIRED BEARING

CAPACITY OF SUBGRADE SOILS

CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787

"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC

CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"

GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES,

COMPACT IN 12" (305 mm) MAX LIFTS TO 95% STANDARD PROCTOR

DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS.

PAVEMENT DESIGN (PER

ENGINEER'S DRAWINGS)

THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS

SECTION 12.12 FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES.

MC-4500 END

CAP

12" (305 mm) MIN

12" MIN

9"

(229 mm) MIN

DEPTH OF STONE TO BE DETERMINED

BY DESIGN ENGINEER

9" (229 mm) MIN

CHAMBERS SHALL MEET ASTM F2418

"STANDARD SPECIFICATION FOR

POLYPROPYLENE (PP) CORRUGATED WALL

STORMWATER COLLECTION CHAMBERS.

MC-4500 TYP CROSS SECTION

CATCH

BASIN

OR

MANHOLE

24" (600 mm) HDPE ACCESS PIPE

REQUIRED. USE FACTORY

PRE-CORED END CAPS.

COVER PIPE CONNECTION TO END CAP WITH

ADS 601 NON-WOVEN GEOTEXTILE (OR EQUAL)

2 LAYERS OF ADS 315WTM WOVEN GEOTEXTILE

BETWEEN FOUNDATION STONE AND CHAMBERS.

10.3' (3.1 m) MIN. WIDE STRIPS

MC-4500 END CAP

SUMP DEPTH

TBD BY DESIGN

ENGINEER

MC-4500 ISOLATOR ROW PROFILE

NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL

FOR A PROPER FIT IN THE END CAP OPENING.

12" [305 mm] MIN.

12" [305 mm] MIN.

PART NUMBERS ENDING WITH "B" ARE FOR STUBS AT BOTTOM OF END CAP.

PART NUMBERS ENDING WITH "T" ARE FOR STUBS AT TOP OF END CAP.

52"

(1321 mm)

48.3"

(1227 mm)

INSTALLED

59.4"

(1509 mm)

90.2" (2291 mm)

35.1" (891 mm)

30.7"

(781 mm)

INSTALLED

32.8" (832 mm)

100" (2540 mm)

60"

(1524 mm)

NOMINAL CHAMBER SPECIFICATIONS

SIZE (W x H x INSTALLED LENGTH) 100.0" x 60.0" x 48.3" [2540 mm x 1524 mm x 1227 mm]

CHAMBER STORAGE 106.5 ft³ [3.01 m³]

MINIMUM INSTALLED STORAGE* 162.6 ft³ [4.60 m³]

NOMINAL WEIGHT 120 lbs [54.4 kg]

NOMINAL END CAP SPECIFICATIONS

SIZE (W x H x INSTALLED LENGTH) 90.2" x 59.4" x 30.7" [2291 mm x 1509 mm x 781 mm]

END CAP STORAGE 35.7 ft³ [1.01 m³]

MINIMUM INSTALLED STORAGE* 108.7 ft³ [3.08 m³]

NOMINAL WEIGHT 120 lbs [54.4 kg]

NOTE: ALL DIMENSIONS ARE NOMINAL

1. CUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT

RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm).

2. THE INVERT LOCATIONS IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE.

CREST

WEB

VALLEY STIFFENING RIB

CREST

STIFFENING

RIB

VENT HOLES

LOWER

JOINT

CORRUGATION

UPPER

JOINT

CORRUGATION

VALLEY

FOOT

BUILD ROW THIS DIRECTION

MC4500REPE24B 24" [600 mm] N/A 2.26" [57 mm]

MC4500REPE24T 24" [600 mm] 23.05" [590 mm] N/A

MC4500REPE18B 18" [450 mm] N/A 1.97" [50 mm]

MC4500REPE18T 18" [450 mm] 29.36" [746 mm] N/A

MC4500REPE15B 15" [375 mm] N/A 1.70" [43 mm]

MC4500REPE15T 15" [375 mm] 32.72" [831] N/A

MC4500REPE12B 12" [300 mm] N/A 1.55" [39 mm]

MC4500REPE12T 12" [300 mm] 35.69" [907 mm] N/A

MC4500REPE10B 10" [250 mm] N/A 1.13" [29 mm]

MC4500REPE10T 10" [250 mm] 38.37" [975 mm] N/A

MC4500REPE08B 8" [200 mm] N/A 1.01" [26 mm]

MC4500REPE08T 8" [200 mm] 40.50" [1029 mm] N/A

MC4500REPE06B 6" [150 mm] N/A 0.86" [22 mm]

MC4500REPE06T 6" [150 mm] 42.54" [1081 mm] N/A

PART # STUB B C

C

B

*ASSUMES 9" (229 mm) STONE FOUNDATION, 9" (229 mm) ROW SPACING, 12" (305 mm) STONE ABOVE,

12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY.

MC4500REPE42B 42" [1050 mm] N/A 3.55" [90 mm]

MC4500REPE36B 36" [900 mm] N/A 3.25" [83 mm]

MC4500REPE30B 30" [750 mm] N/A 2.95" [75 mm]

MC-4500 TECHNICAL SPECIFICATIONS

C C

B B

AA

TO OUTLET

CONTROL

STRUCTURE

BED PERIMETER

NUMBER AND SIZE OF

UNDERDRAINS PER

ENGINEER'S DESIGN

DUAL WALL PERFORATED HDPE

UNDERDRAIN PIPE

STONE BEDDING UNDER

DRAINAGE PIPE

ADS 601 NON-WOVEN

GEOTEXTILE (OR EQUAL)

MC-4500 CHAMBER

DUAL WALL PERFORATED HDPE

UNDERDRAIN PIPE

STONE BEDDING UNDER

DRAINAGE PIPE

ADS 601 NON-WOVEN


OUTLET PIPE

STONE BEDDING UNDER

DRAINAGE PIPE

ADS 601 NON-WOVEN


SECTION A-A

SECTION B-B

SECTION C-C

MC-4500 END CAP

MC-4500 END CAP

FOUNDATION STONE

BENEATH CHAMBERS

FOUNDATION STONE

BENEATH CHAMBERS

FOUNDATION STONE

BENEATH CHAMBERS

MC-4500 UNDERDRAIN DETAIL

ADVANCED DRAINAGE SYSTEMS, INC.

70 INWOOD ROAD, SUITE 3 | ROCKY HILL, CT 06067

PHONE: 888-892-2694 | FAX: 866-328-8401

WWW.STORMTECH.COM

UNDERDRAIN TO MAINTAIN POSITIVE DRAINAGE TO MANHOLE




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