LOCATION MAP SCALE: 1" = 80 INDEX OF SHEETS

Transcription

1 P 9 ST ST W W DR E E E SLAS MELROSE MELROSE ELMORE ADDITION pg WALFORD ELMORE LAMONT CLEVELAND FCGS SCHOOL LOT ELMORE LAMONT COURT PLAYGROUND ENCHMARKS (NAVD 1988) M #1 "X" SET IN SOUTHEAST OLT OF FIRE HYDRANT ±2' WEST OF CLEVELAND. ELEV.= RESERVE EDDINGTON DR LANTERN DR M #2 " "CHISELED ON NORTH SIDE OF LIGHT POLE ASE IN THE A&W PARKING LOT, 200' WEST OF CLEVELAND. ELEV.= GREENWICH DERYSHIRE FCGS 1671 CHADWICK DR SPECIFICATIONS FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\TITLE SHEET-PLAN SET.DWG" : SD "5/30/ :17 AM" LAYOUT "DOSD - TITLE" : PRINTED "6/5/2017 8:55 AM" COTA PR LOCATION MAP NO SCALE STANDARD CONSTRUCTION DRAWINGS /1/ /1/ /1/ /1/ /1/ /1/13 S.S.23 2/17/ /1/13 AA-S102 AA-S112 AA-S125A AA-S133A AA-S139 AA-S142 AA-S149 AA-S1 PLAN PREPARED Y: CT TRRS DARRELL S. MILLER REGISTERED ENGINEER LOCATION MAP SCALE: 1" = 80 SITE CIVIL PLANS NUMER 17-MAY INDEX OF SHEETS TITLE SHEET C1.01 GENERAL NOTES C2.01 GENERAL NOTES C2.02 TYPICAL DETAILS C3.01 TYPICAL DETAILS ALTERNATE C3.01A MAINTENANCE OF TRAFFIC PLAN C3.02 MAINTENANCE OF TRAFFIC NOTES C3.03 EXISTING SITE LAYOUT C4.01 DEMOLITION PLAN C5.01 PAVING PLAN C6.01 PAVING PLAN ALTERNATE C6.01A CC-PLANS STORM TITLE SHEET C7.01 PROPOSED PLAN C7.02 PARKING LOT GRADING PLAN C7.03 STORM SEWER PROFILE SHEET C7.04 STORMTECH DETAILS C7.05 STORMTECH AND MANHOLE DETAILS C7.06 STORMWATER POLLUTION PREVENTION PLAN C7.07 STORMWATER POLLUTION PREVENTION NOTES C7.08 STORMWATER POLLUTION PREVENTION PLAN DETAILS C7.09 LANDSCAPING PLANS PLANTING PLAN L1.01 KEY LAYOUT PLAN L2.01 LAYOUT PLAN ENLARGEMENT L2.02 LAYOUT PLAN ENLARGEMENT L2.03 MATERIALS PLAN L3.01 LANDSCAPE DETAILS L4.01 LANDSCAPE DETAILS L4.02 SIGN DETAILS L4.03 ELECTRICAL PLANS ELECTRICAL NOTES E1.01 ELECTRICAL SITE LAYOUT E2.01 ELECTRICAL DETAILS E3.01 APPROVALS: SIGNATURES ELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE AND GENERAL LOCATION OF THE PROJECT. ALL TECHNICAL DETAILS REMAIN THE RESPONSIILITY OF THE ENGINEER PREPARING THE PLANS. CITY ENGINEER/ADMINISTRATOR, DIVISION OF DESIGN AND CONSTRUCTION ADMINISTRATOR, DIVISION OF POWER ADMINISTRATOR, DIVISION OF WATER ADMINISTRATOR, DIVISION OF SEWERAGE & DRAINAGE RELATED PLAN SETS: DRAWER E: 3163-E PRELIMINARY SITE COMPLIANCE: FINAL SITE COMPLIANCE: COUNTY ENGINEER, FRANKLIN COUNTY CHIEF DEPUTY ENGINEER, FRANKLIN COUNTY THE CONSTRUCTION AND MATERIALS SPECIFICATIONS (CMSC), 2012 EDITION INCLUDING ALL SUPPLEMENTS THERETO, SHALL GOVERN ALL CONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN UNLESS NOTED OTHERWISE. DEVELOPER/ CENTRAL OHIO TRANSIT AUTHORITY 33 N. HIGH STREET COLUMUS, OH. 432 CONTACT: RIAN WEISS WEISSD@COTA.COM Matt Selhorst COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT ADDRESS: 3573 CLEVELAND. NOI PERMIT # SCALE: NONE SHEET: C1.01 SITE COMPLIANCE PLAN # P (614) F (614) Darrell Miller, PE Know what's R

2 FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\GEN_NOTES.DWG" : SD "5/17/2017 2:59 PM" LAYOUT "GEN NOTES" : PRINTED "6/5/2017 8:55 AM" 432 P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT GENERAL NOTES SCALE:NONE SHEET: C2.01 SITE COMPLIANCE PLAN #

3 FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\GEN_NOTES.DWG" : SD "5/17/2017 2:59 PM" LAYOUT "GEN NOTES (2)" : PRINTED "6/5/2017 8:55 AM" 432 P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT GENERAL NOTES SCALE: NONE SHEET: C2.02 SITE COMPLIANCE PLAN #

4 ASE ID FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\TYP_SECTIONS.DWG" : SD "5/17/2017 7:55 AM" LAYOUT "TYPICAL SECTIONS" : PRINTED "6/5/2017 8:55 AM" IORETENTION ESTIMATE OF QUANTITIES ITEM UNIT TOTAL PAY ITEM PLANTING SOIL CY* 143 SPECIAL SAND CY STONE DIAPHRAGM CY AGGREGATE CY FARIC SY UNDERDRAIN LF P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT TYPICAL DETAILS SCALE: NONE SHEET: C3.01 SITE COMPLIANCE PLAN #

5 ALTERNATE ID #1 FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\TYP_SECTIONS ALTERNATE.DWG" : SD "5/17/2017 6:59 AM" LAYOUT "TYPICAL SECTIONS" : PRINTED "6/5/2017 8:55 AM" IORETENTION ESTIMATE OF QUANTITIES ITEM UNIT TOTAL PAY ITEM PLANTING SOIL CY* 143 SPECIAL SAND CY STONE DIAPHRAGM CY AGGREGATE CY FARIC SY UNDERDRAIN LF P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT TYPICAL DETAILS ALTERNATE SCALE: NONE SITE COMPLIANCE PLAN # SHEET: C3.01A

6 WALFORD STREET CLEVELAND NUE LEGEND N SIGN DETAILS PRIVATE DRIVE FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\MOT PLAN.DWG" : SD "5/17/2017 2:56 PM" LAYOUT "MOT" : PRINTED "6/5/2017 8:55 AM" NORTHERN LIGHTS SHOPPING CENTER CLEVELAND NUE 432 P (614) F (614) PROJECT TITLE: COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT MOT PLAN SCALE:1"=" SHEET: C3.02 CONTRACT DRAWING NO. Know what's R

7 FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\MOT PLAN.DWG" : SD "5/17/2017 2:56 PM" LAYOUT "MOT-NOTES" : PRINTED "6/5/2017 8:55 AM" 432 P (614) F (614) PROJECT TITLE: COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT MOT NOTES SCALE:NONE SHEET: C3.03 CONTRACT DRAWING NO.

8 ELMORE. WALFORD STREET N EX. CAR WASH & DRIVE THRU FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\SITE LAYOUT_SHT.DWG" : SD "5/30/ :26 AM" LAYOUT "EX. LAYOUT" : PRINTED "6/5/2017 8:56 AM" W ST S G LEGEND PRIVATE DRIVE PRIVATE DRIVE NORTHERN LIGHTS SHOPPING CENTER 432 P (614) F (614) LEE'S AUTO SALES & SERVICE COTA RT - NORTHERN LIGHTS PARK AND RIDE LOT EXISTING SITE LAYOUT CLEVELAND NUE PROJECT AREA MAP (NO SCALE) SCALE:1"=40" SHEET: C4.01 SITE COMPLIANCE PLAN # Know what's R

9 N FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\DEMO PLAN.DWG" : SD "5/30/2017 9:31 AM" LAYOUT "DEMO PLAN" : PRINTED "6/5/2017 8:56 AM" 432 P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT DEMOLITION PLAN 0 30 SCALE: 1" = 30' SHEET: C5.01 SITE COMPLIANCE PLAN #

10 ASE ID N FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\ROLLER COMPACTED CONCRETE PLAN.DWG" : SD "5/30/2017 9:31 AM" LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:56 AM" COORDINATE TALE POINT # NORTHING EASTING COORDINATE TALE POINT # NORTHING EASTING P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT PAVING PLAN SCALE:1"=20' Know what's SITE COMPLIANCE PLAN # SHEET: C6.01 R

11 ALTERNATE ID #1 N FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\ALTERNATE PAVING PLAN.DWG" : SD "5/30/2017 9:31 AM" LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:56 AM" P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT PAVING PLAN ALTERNATE SCALE:1"=20' Know what's SITE COMPLIANCE PLAN # SHEET: C6.01A R

12 PLAYGROUND DR E E ESTIMATE OF QUANTITIES WALFORD ST ELMORE LAMONT W MELROSE W FCGS 1668 SCHOOL LOT LAMONT E MELROSE ELMORE CLEVELAND COURT LANTERN DR EDDINGTON DR DERYSHIRE FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\CC PLAN SET\TITLE SHEET- CC PLAN SET.DWG" : SD "5/30/ :18 AM" LAYOUT "DOSD - TITLE" : PRINTED "6/5/2017 8:56 AM" LOCATION MAP NO SCALE ENCHMARKS (NAVD 1988) M #1 "X" SET IN SOUTHEAST OLT OF FIRE HYDRANT ±2' WEST OF CLEVELAND. ELEV.= M #2 " "CHISELED ON NORTH SIDE OF LIGHT POLE ASE IN THE A&W PARKING LOT, 200' WEST OF CLEVELAND. ELEV.= SPECIFICATIONS THE CONSTRUCTION AND MATERIALS SPECIFICATIONS (CMSC), 2012 EDITION INCLUDING ALL SUPPLEMENTS THERETO, SHALL GOVERN ALL CONSTRUCTION ITEMS THAT ARE A PART OF THIS PLAN UNLESS NOTED OTHERWISE. DEVELOPER/ CENTRAL OHIO TRANSIT AUTHORITY 33 N. HIGH STREET COLUMUS, OH. 432 CONTACT: RIAN WEISS WEISSD@COTA.COM Matt Selhorst P (614) F (614) Darrell Miller, PE PLAN PREPARED Y: STANDARD CONSTRUCTION DRAWINGS /1/ /1/14 S.S.23 2/17/ /1/ /1/ /1/ /1/ /1/13 CONTROL/OUTLET STRUCTURE NO. NOI PERMIT # DARRELL S. MILLER REGISTERED ENGINEER AA-S102 AA-S133A AA-S142 AA-S NUMER 17-MAY-2017 INDEX MAP SCALE: 1" = 100' SITE DATA TALE TOTAL SITE AREA: TOTAL DISTURED AREA: PRE-DEVELOPED IMPERVIOUS POST-DEVELOPED IMPERVIOUS APPROVALS: SIGNATURES ELOW SIGNIFY ONLY CONCURRENCE WITH THE GENERAL PURPOSE AND GENERAL LOCATION OF THE PROJECT. ALL TECHNICAL DETAILS REMAIN THE RESPONSIILITY OF THE ENGINEER PREPARING THE PLANS. APPROVAL FOR STORM SEWERS ONLY. CITY ENGINEER/ADMINISTRATOR, DIVISION OF DESIGN AND CONSTRUCTION ADMINISTRATOR, DIVISION OF POWER ADMINISTRATOR, DIVISION OF WATER ADMINISTRATOR, DIVISION OF SEWERAGE & DRAINAGE AC 1.74 AC 1.36 AC 1.09 AC RELATED PLAN SETS: DRAWER E: 3163-E SITE COMPLIANCE: SUMMARY OF POST-CONSTRUCTION STORMWATER CONTROL FACILITIES AA-S112 AA-S125A AA-S139 AA-S1 PLAN VIEW AND DETAIL PAGE NUMERS FOR MP CONTROL FUNCTION DRAINAGE AREA TO CONTROL FACILITY (ACRES) 1 C5.02,C8.03 FLOOD CONTROL FACILITY TYPE STORMTECH CHAMERS 2 C5.02 WATER QUALITY ISOLATOR ROW COUNTY ENGINEER, FRANKLIN COUNTY CHIEF DEPUTY ENGINEER, FRANKLIN COUNTY GREEN INFRASTRUCTURE (SQUARE FEET) 3 C3.01,C5.02 WATER QUALITY IORETENTION 2702 LOCATION STORMTECH CHAMERS INDEX OF SHEETS TITLE SHEET C7.01 PARKING PLAN C7.02 PARKING LOT GRADING PLAN C7.03 STORM SEWER PROFILE SHEET C7.04 STORMTECH DETAILS C7.05 STORMTECH AND MANHOLE DETAILS C7.06 STORMWATER POLLUTION PREVENTION PLAN C7.07 STORMWATER POLLUTION PREVENTION NOTES C7.08 STORMWATER POLLUTION PREVENTION PLAN DETAILS C YEAR DETENTION TALE VOLUME REQUIRED (AC-FT) VOLUME USED (AC-FT) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT SCALE: NONE SHEET: C7.01 CONTRACT DRAWING NO. CC ELEVATION Know what's R

13 N FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\SITE LAYOUT_SHT.DWG" : SD "5/30/ :26 AM" LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:57 AM" CROSSWALK DETAIL N.T.S. A A 432 P (614) F (614) COTA RT - NORTHERN LIGHTS PARK AND RIDE LOT PROPOSED SITE LAYOUT CLEVELAND NUE SCALE:1"=20' Know what's SITE COMPLIANCE PLAN # SHEET: C7.02 R

14 N FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\SITE GRADING.DWG" : SD "5/30/ :16 AM" LAYOUT "PROP. LAYOUT" : PRINTED "6/5/2017 8:57 AM" PRIVATE DRIVE P (614) F (614) CLEVELAND NUE COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT PARKING LOT GRADING PLAN SCALE:VARIES SITE COMPLIANCE PLAN # Know what's SHEET: C7.03 R

15 FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\PROFILE_SHT.DWG" : SD "5/30/ :16 AM" LAYOUT "LAYOUT (1)" : PRINTED "6/5/2017 8:57 AM" 432 P (614) F (614) COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT STORM SEWER PROFILE SHEET

16 MATERIAL LOCATION D C A AASHTO M43 DESIGNATION DESCRIPTION FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE OTTOM OF FLEXILE PMENT OR UNPD FINISHED GRADE AOVE. NOTE THAT PMENT SUASE MAY E PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PMENT SUGRADE REQUIREMENTS. FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMEDMENT STONE ('' LAYER) TO 24" [610 mm] AOVE THE TOP OF THE CHAMER. NOTE THAT PMENT SUASE MAY E A PART OF THIS LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, < 35% FINES. MOST PMENT SUASE MATERIALS CAN E USED IN LIEU OF THIS LAYER. EMEDMENT STONE SURROUNDING THE CHAMERS FROM THE FOUNDATION STONE TO THE 'C' LAYER AOVE. FOUNDATION STONE ELOW CHAMERS FROM THE SUGRADE UP TO THE FOOT (OTTOM) OF THE CHAMER. COMPACTION/DENSITY REQUIREMENT PREPARE PER ENGINEER'S PLANS. PD INSTALLATIONS MAY H STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIUTION ETWEEN 3/4-2 INCH [19-51 mm] MIN. VOID SPACE = 40% CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE DISTRIUTION ETWEEN 3/4-2 INCH [19-51 mm] MIN. VOID SPACE = 40% EGIN COMPACTION AFTER 24" [610 mm] OF MATERIAL OVER THE CHAMERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" [305 mm] MAX LIFTS TO A MIN. 95% STANDARD PROCTOR DENSITY. NO COMPACTION REQUIRED. MC-40 STORMWATER CHAMER SPECIFICATIONS PLATE COMPACT OR ROLL TO ACHIEVE A 95% STANDARD PROCTOR DENSITY CHAMERS SHALL E STORMTECH MC-40 OR APPROVED EQUAL. 2. CHAMERS SHALL E MADE FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3. CHAMER ROWS SHALL PROVIDE CONTINUOUS, UNOSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. ONCE LAYER C IS PLACEDANY SOIL/MATERIAL CAN E PLACED IN LAYER D UP TO THE FINISHED GRADE. MOST PMENT SUASE SOILS CAN E USED TO REPLACE THE MATERIALS REQUIREMENTS OF LAYER C OR D AT THE DESIGN ENGINEER'S DISCRETION. D IF REQUIRED 7. *TO OTTOM OF FLEXILE PMENT. FOR UNPD INSTALLATIONS, WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (762 mm) 24" (610 mm) MIN* C 9" (229 mm) TYP 100" (2540 mm) 12" (305 mm) TYP 24" (610 mm) MIN* 7.0' (2.13 m) MAX 12" (305 mm) MIN " (24 mm) ONLY CHAMERS THAT ARE APPROVED Y THE ENGINEER WILL E ALLOWED. THE SHALL SUMIT (3 SETS) OF THE FOLLOWING TO THE ENGINEER FOR APPROVAL EFORE DELIVERING CHAMERS TO THE PROJECT SITE: 7.0' (2.13 m) MAX DEPTH OF STONE TO E DETERMINED Y DESIGN ENGINEER 9" (229 mm) MIN *TO OTTOM OF FLEXILE PMENT. FOR UNPD INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (762 mm). CHAMERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F 2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMERS". " (24 mm) A PMENT DESIGN (PER ENGINEER'S DRAWINGS) THE STRUCTURAL DESIGN OF THE CHAMERS, THE STRUCTURAL ACKFILL AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD RIDGE DESIGN SPECIFICATIONS, SECTION ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, ASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. a. A STRUCTURAL EVALUATION Y A REGISTERED STRUCTURAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD RIDGE DESIGN SPECIFICATIONS, SECTION ARE MET. b. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL CROSS SECTION IS ASED. 12" (305 mm) MIN ADS 1 NON-WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND CLEAN, CRUSHED, ANGULAR STONE 12" MIN THE SHALL PROVIDE THE CITY CERTIFIED REPORTS FROM A CERTIFIED LAORATORY VERIFYING THE AGGREGATE FOR THE WATER DETENTION LAYERS OF THE STORMWATER DETENTION FACILITY MEETS OR EXCEEDS 40% VOID SPACE. PMENT AND SUASE DESIGN (Y ENGINEER) MOST PMENT SUGRADE MATERIALS CAN E USED IN LIEU OF REQUIREMENTS FOR LAYERS C & D GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES, COMPACT IN 12" (305 mm) MAX LIFTS TO 95% STANDARD PROCTOR DENSITY. SEE THE TALE OF ACCEPTALE FILL MATERIALS. 1. PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO E CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: 2. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS CHAMERS SHALL E DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMERS" NOMINAL 3/4" - 2" (19 mm - 51 mm) CLEAN, CRUSHED, ANGULAR STONE (AASHTO M43 #3 & #4 STONE SIZES ALLOWED) 3, 4 3, 4 CHAMERS SHALL MEET ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMERS. 8. 9" (229 mm) MIN DESIGN ENGINEER IS RESPONSILE FOR ENSURING THE REQUIRED EARING CAPACITY OF SUGRADE SOILS MC-40 END CAP DEPTH OF STONE TO E DETERMINED Y DESIGN ENGINEER 9" (229 mm) MIN 12" (305 mm) TYP 100" (2540 mm) THE INSTALLED CHAMER SYSTEM SHALL PROVIDE THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD RIDGE DESIGN SPECIFICATIONS SECTION FOR EARTH AND LIVE LOADS, WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. THE INSTALLATION OF CHAMERS SHALL E IN ACCORDANCE WITH THE MANUFACTURER'S LATEST INSTALLATION INSTRUCTIONS. MC-40 TYP CROSS SECTION ACCEPTALE FILL MATERIALS: STORMTECH MC-40 CHAMER SYSTEMS MC-40 CHAMER " (24 mm) 59.4" (09 mm) 48.3" (1227 mm) INSTALLED ED PERIMETER 90.2" (2291 mm) 100" (2540 mm) V CREST UPPER JOINT CORRUGATION DUAL WALL PERFORATED HDPE UNDERDRAIN PIPE VENT HOLES V STIFFENING RI WE LOWER JOINT CORRUGATION C FOUNDATION STONE ENEATH CHAMERS STONE EDDING UNDER DRAINAGE PIPE C ADS 1 NON-WOVEN GEOTEXTILE (OR EQUAL) 30.7" (781 mm) INSTALLED SECTION A-A MC-40 END CAP TO OUTLET CONTROL STRUCTURE CREST STIFFENING RI MC-40 END CAP FOOT NOMINAL CHAMER SPECIFICATIONS SIZE (W x H x INSTALLED LENGTH) CHAMER STORAGE MINIMUM INSTALLED STORAGE* NOMINAL WEIGHT NOMINAL END CAP SPECIFICATIONS SIZE (W x H x INSTALLED LENGTH) END CAP STORAGE MINIMUM INSTALLED STORAGE* NOMINAL WEIGHT CATCH ASIN OR MANHOLE 32.8" (832 mm) 35.1" (891 mm) 52" (1321 mm) UILD ROW THIS DIRECTION FOUNDATION STONE ENEATH CHAMERS NUMER AND SIZE OF UNDERDRAINS PER ENGINEER'S DESIGN SECTION lbs [54.4 kg] 12" [305 mm] MIN. 90.2" x 59.4" x 30.7" [2291 mm x 09 mm x 781 mm] MC-40 END CAP 120 lbs [54.4 kg] 12" [305 mm] MIN. NOTE: MANIFOLD STU MUST E LAID HORIZONTAL FOR A PROPER FIT IN THE END CAP OPENING. OUTLET PIPE FOUNDATION STONE ENEATH CHAMERS PART NUMERS ENDING WITH "" ARE FOR STUS AT OTTOM OF END CAP. PART NUMERS ENDING WITH "T" ARE FOR STUS AT TOP OF END CAP. SUMP DEPTH TD Y DESIGN ENGINEER 24" (0 mm) HDPE ACCESS PIPE REQUIRED. USE FACTORY PRE-CORED END CAPS. 2 LAYERS OF ADS 3WTM WOVEN GEOTEXTILE ETWEEN FOUNDATION STONE AND CHAMERS. 10.3' (3.1 m) MIN. WIDE STRIPS MC-40 ISOLATOR ROW PROFILE STONE EDDING UNDER DRAINAGE PIPE ADS 1 NON-WOVEN GEOTEXTILE (OR EQUAL) 100.0" x.0" x 48.3" [2540 mm x 24 mm x 1227 mm] *ASSUMES 9" (229 mm) STONE FOUNDATION, 9" (229 mm) ROW SPACING, 12" (305 mm) STONE AOVE, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PART # MC40REPE06T MC40REPE06 MC40REPE08T MC40REPE08 MC40REPE10T MC40REPE10 MC40REPE12T MC40REPE12 MC40REPET MC40REPE MC40REPE18T MC40REPE18 MC40REPE24T MC40REPE24 MC40REPE30 MC40REPE36 MC40REPE42 DUAL WALL PERFORATED HDPE UNDERDRAIN PIPE A COVER PIPE CONNECTION TO END CAP WITH ADS 1 NON-WOVEN GEOTEXTILE (OR EQUAL) STU 6" [0 mm] 6" [0 mm] 8" [200 mm] 8" [200 mm] 10" [2 mm] 10" [2 mm] 12" [300 mm] 12" [300 mm] " [375 mm] " [375 mm] 18" [4 mm] 18" [4 mm] 24" [0 mm] 24" [0 mm] 30" [7 mm] 36" [900 mm] 42" [10 mm] 42.54" [1081 mm] 40." [1029 mm] 38.37" [975 mm] 35.69" [907 mm] 32.72" [831] 29.36" [746 mm] 23.05" [590 mm] C 0.86" [22 mm] 1.01" [26 mm] 1.13" [29 mm] 1.55" [39 mm] 1.70" [43 mm] 1.97" [ mm] 2.26" [57 mm] 2.95" [75 mm] 3.25" [83 mm] 3.55" [90 mm] A FILE "P:\00_6100\ _COTA RT\CIVIL\PLANS\PLAN SET DWG'S\STORMTECH DETAILS.DWG" : SD "5/30/ :16 AM" LAYOUT "LAYOUT (1)" : PRINTED "6/5/2017 8:57 AM" ADS 1 NON-WOVEN GEOTEXTILE (OR EQUAL) ALL AROUND CLEAN, CRUSHED, ANGULAR STONE STONE EDDING UNDER DRAINAGE PIPE ADS 1 NON-WOVEN GEOTEXTILE (OR EQUAL) UNDERDRAIN TO MAINTAIN POSITIVE DRAINAGE TO MANHOLE SECTION C-C MC-40 UNDERDRAIN DETAIL C 1. CUSTOM INVERT LOCATIONS ON THE MC-40 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (2 mm). 2. THE INVERT LOCATIONS IN COLUMN '' ARE THE HIGHEST POSSILE FOR THE PIPE SIZE. ADVANCED DRAINAGE SYSTEMS, INC. 70 INWOOD ROAD, SUITE 3 ROCKY HILL, CT 067 PHONE: FAX: NOTE: ALL DIMENSIONS ARE NOMINAL MC-40 TECHNICAL SPECIFICATIONS COTA RT: NORTHERN LIGHTS PARK AND RIDE LOT STORMTECH DETAILS 432 P (614) F (614)