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HomeMy WebLinkAboutPlanren. PROJECT LOCATION Chesterfield K, SIM A3 LAK.. WOOD DRIVIH, MONTVILLE, CT PREPARED FOR EASTCONN RECYCLING, LLC mv i i i i ' flet fpC d 0000 0000 LOCATION MAP SCALE' 1" 1000' rfs11 00, i i i Kaw" PREPARED BY: Anchor Engineering Services, Inc. 75 Nutmeg Lane Glastonbury, CT 0603311TEL (860) 633-8770 FAX (860) 633-5971 LIST OF SHEETS DATE* 01/09/07 REVISED 02/15/07, 03/22/07 TITLE SHEET/LOCATION MAP - - __ 1 EXISTING CONDITIONS PLAN - - . --- - -. 2 LAYOUT PLAN _ ___ 3 GRADING AND UTILITIES ---- -- - -- 4 EROSION & SEDIMENT CONTROL PLAN 5 SITE DETAILS ....... _ ...... ........ ...... 6 EXISTING PROPERTY LINE PROPERTY SETBACK LINE EXISTING IRON PIN EXISTING CONC. MONUMENT EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT GRADE PROPOSED SPOT GRADE FILTER FABRIC FENICE PROPOSED QETAINING WALL PROPOSED WELL EXISTING TREE LINE PROPOSED TREE LINE TEST PIT LOCATION PERC TEST LOCATION EXISTING STONE WALL EDGE OF WETLANDS EDGE OF 50' REGULATED AREA SOIL TYPE BOUNDARY PER SCS SOIL SURVEY) SOILS: CbD PbB & PbC Rn WyB LEGEND Project No. 1006-01 MAP REFERENCE: 1. WATERVIEW BUSINESS PARK, FINAL SUBDIVISION PLAN PREPARED FOR VILLAGE DEVELOPMENT, ROUTE 85. MONTVILLE, CONNECTICUT, DATE: JULY, 19889 SCALE: 1 40', SHEETS 3 AND 7 OF 22. BY JOHN KOPKO JR. & ASSOCIATES, INC. 2. PROPERTY SHOWN IS LOCATED IN ZONE "LI it 3. FIELD SURVEY WAS PERFORMED BY ANCHOR ENGINEERING SERVICES, INC. IN NOVEMBER 2006. r 3 O i O'er LO ti RADIUS DELTA LENGTH CH BEARING CH LENGTH C1 50.00' 88° 49' 28" 85.45' N390 48' 39 "E 75.411 C2 30.00' 41 ° 24' 27" 21.68" N1 1 ° 33' 20"E 21-21 ` uuuu DRIVC N/F R I CHMOND READY MIX. INC. r • . - r , V: 365. P: 925 ,• __` - , zzE N/F 654. 1 'y,`f E R PROPANE* INC 0 w 0 1 / ' x260 •/ / N/F- SOPH I E M. M I SARSK I V: 303, P: 459 01 j / LOT 5F 1 N/F r •, / `. r N OSTERMAN PROPANE, INC n /' V: 344, P: 18 X j 11 1 to f 1 3 J i 1 0 N V, i AREA : , -° - f ° En ' ' / , 1' ° ' cn r ° ° 468996 SO. FT. • / , ,,' jnN10.77 ACRES ' / _ - ' !r V 20' WIDE DRAINAGE i' / / ', ' /dZ EASEMENT 100100 r / 11 a ' i / '"000 V1 o N/F o , E , - • / , - ,, / OSTERMAN PROPANE, INC 110 - j V: 344, Pot 18 1 ,- 00 LOT 5Gj o y , S ' / /% / , o / — moo o 191 3// y _____'—---____------ --------------------30' B.L.----------------------------- --' ---/ $ c, 300J 49,34,/W _. Ste. _ 'W ' S 25°59'57"W S 25° 11'05"W ,' ,' °/y 7,,"",W-1W 19 38 19' S yy - - S 25057115"w S 1 a° 42 55 122.75 178-49' 129.94' y / 15.6 . l!L/ S 27°29'25N 166.94' 49.29 o S-%23052 32 "W 25.52' 42.59' WETLAND BOUNDARY AS FLAGGED BY RICHARD SNARSK I , w '/ o•` / CERTIFIED SOIL SCIENTIST IN NOVEMBER 2006. N/F , CITY OF NEW LONDON o APPROXIMATE WETLAND BOUNDARY TAKEN FROM PLANS FOR THE WATERVIEW BUSINESS PARK BY JOHN KOPKO JR. & ASSOCIATES, INC.. JULY 1988 (typ.) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20- 300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. IT IS A BOUNDARY SURVEY. BOUNDARY DETERMINATION CATEGORY DEPENDANT RESURVEY. CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. WILLIAM E. WERTZ, CT. L.S. UT0067 ANY ORIGINAL OR DUPLICATE OF THIS MAP IS NOT VALID UNLESS IT BEARS THE EMBOSSED SEAL OF THE SURVEYOR WHOSE REGISTRATION NUMBER APPEARS ABOVE. NO OTHER CERTIFICATION OR WARRANTY IS EXPRESSED OR IMPLIED. 40 0 40 80 120 160 SCALE: 1"= 40' Anchor Engineering Services% Inc. 75 Nutmeg Lane Glastonbury, CT 06033 TEL (860) 633-8770 FAX (860) 633-5971 PROJ. ENGINEER SAS PROJ. MANAGER wEw EXISTING CONDITIONS PLAN OFFICE REVIEW PREPARED FOR REVISIONS P EASTCONN RECYCLING• LLC 34 LAKEWOOD DRIVE MONTVILLE. CT PROJECT DATE CALEB 1 4 0' 1006-01 0'1 /09/07 SHEET NO. 2 OF 6 N/F CITY OF NEW LONDON 40 0 40 80 120 160 SCALE: 1 "= 40' 400-' aft" ftftw 4 45'- 12" HDPE @1.0% MON CB #66 (TYPE C) r Nu TF = 255. 0 FL= 251.5 I PROPOSED SEPTIC SYSTEly FL= 258.0 30 12" HDPE PIPE @ 1.0% BIOFILTER OUTLET TF=261.2 FL= 258.3 TOP OF STANDPIPE= 259.8 MH #1 N/F TF= 262.75 RICHMOND READY MIX, INC. FL IN= 259-97 V** 3659 P: 925 FL OUT= 259.56 CRUSHED STONE FILTER BERM** 1.5 FEET HIGH WITH 1:1 SIDE SLOPES 72'-15" HDPE PIPE @ 0.5% 0 FE#1 FL= 259.14 15'-15" HDPE @ 0.5% BIOFILTER AREA .00 CB #3 (TYPE C) TF= 262.0 FL= 259.2 FL= 260.52 l * 1. # / / HDPE @ 0.5%-,,,,,-- 6 EXISTING CATCH BASIN NEW FL= 250.72 40 0 40 80 120 160 SCALE: 1"= 40' Anchor Engineering Servicese Inc. 75 Nutmeg Lane Glastonbury, CT 06033 TEL (860) 633-8770 FAX (860) 633-5971 PROJ. ENGINEER DPL PROJ. MANAGER MMz GRADING & UTILITIES PLAN OFFICE REVIEW MMz PREPARED FOR REVISIONS 102/15/07 EASTCONN RECYCLING9 LLC 03/22/07 34 LAKEWOOD DRIVE MONTVILLE* CT PROJECT DATE SCALEs1/1 = 401 1006-01 01/09/07 SHEET NO. 4 OF 6 owl ol 4 0 N ool IN oo oo CB #2 (TYPE CL 00 4 oo o oe le 00o TF= 265.5 FL 6"' UD IN= 262.5 FL= 262.0- ool oe 266, FL IN= 262.0 ob. 0 ool FL OUT= 260.44 yips ool ROOF LEADER: 601-8" HOPE La 1.0% lo oll AREA: 6 0o 468996 SO. FT. olo TAL 85' 10" HDPE PIPE @4.7% 10.77 ACRES 000 lo, ME TAAoo FL= 262.6 oo oo oo•'44.6 v ry oo 0* C4 CB #1 (TYPE C) TB= 269.5 FL= 266.0 o' op ol FL= 268-65 LOT 5G ROOF LEADER/FOOTING DRAIN:' Cf 70'-8" HDPE @0.5% lo I FL= 269.0 4 Z 40 # Z 04 - - - - 8.t.------------------------------=----- 30' 13. L -- - - - - - - - - - - - - - I - - - - - - - - - ---- - 0- 00 0 + WETLAND BOUNDARY AS FLAGGED BY RICHARD SNARSKI* CERTIFIED SOIL SCIENTIST IN NOVEMBER 2006 N/F CITY OF NEW LONDON 00 o oe 40 0 40 80 120 160 SCALE: 1"= 40' Anchor Engineering Servicese Inc. 75 Nutmeg Lane Glastonbury, CT 06033 TEL (860) 633-8770 FAX (860) 633-5971 PROJ. ENGINEER DPL PROJ. MANAGER MMz GRADING & UTILITIES PLAN OFFICE REVIEW MMz PREPARED FOR REVISIONS 102/15/07 EASTCONN RECYCLING9 LLC 03/22/07 34 LAKEWOOD DRIVE MONTVILLE* CT PROJECT DATE SCALEs1/1 = 401 1006-01 01/09/07 SHEET NO. 4 OF 6 i ,` RADIUS DELTA LENGTH CH BEARING CH LENGTH C1 50.00' 88° 49'28 " 85.45' N390' 48' 39 "E 75.41" C2 30.00' 41 ° 24' 27" 21.68' N1 1 ° 33' 20"E 21-21 ' ANTI TRACKING PAD BIOFILTER AREA - USE AS TEMPORARY SEDIMENTATION TRAP DURING CONSTRUCTION N / F CRUSHED STONE FILTER BERM; 1.5 FEET HIGH RICHMOND READY MIX, INC. WITH 1:1 SIDE SLOPES V: 365. P: 925 PROPOSED STOCKP I LE AREA ( t ) yP • -\ FILTER FABRIC FENCE (typ.) SOIL TYPE PER SCS SOIL SURVEY (typ.) SOIL BOUNDARY LINE PER SCS SOIL SURVEY (typ.) MODIFIED RIP RAP (typ.) o f' 0100 # f' moo ONO 0 f f` VvuvuU DRIVE O IR FNp N/F PROPANE. INC 44, P: 18 LOT 5F 20' WIDE DRAINAGE EASEMENT N/F. CITY OF NEW LONDON EROSION & SEDIMENTATION CONTROL NOTES 1. CONSTRUCTION WILL COMMENCE IN SPRING 2007 AND WILL BE COMPLETED IN 2008. 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION. 3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" DATED 2002, AS AMENDED AND THE TOWN OF MONTVILLE REGULATIONS. 4. ALL EROSION CONTROL DEVICES WILL BE MAINTAINED OR REPLACED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY, OR AS ORDERED BY ENGINEER, THE OWNER, OR THE TOWN. 5. SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. 6. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED NECESSARY OR REQUIRED BY THE ENGINEER. OR THE TOWN. 7. THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER. 8. ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED. ALL DISTURBED AREAS SHALL RECEIVE MIN 6" OF TOPSOIL. 9. AREAS OUTSIDE OF PAVED AREAS, WALKS AND BUILDINGS SHALL RECEIVE MIN. 4" TOPSOIL. 10. THE FOLLOWING DATES FOR SEEDING SHALL BE USED: SPRING: APRIL 15 TO JUNE 15 FALL: AUGUST 15 TO SEPTEMBER 15 11. THE FOLLOWING GRASS SEED MIXTURES SHALL BE APPLIED AT A RATE NO LESS THAN 200 lbs. PER ACRE: SPEC I ES KENTUCKY BLUEGRASS POA PRATENSIS) CREEPING RED FESCUE FESTUCA REBRA) PERENNEAL RYEGRASS LOLIUM PERENNE) PROPORTION MINIMUM MINIMUM BY WEIGHT PURITY GERMINATION PERCENT) (PERCENT) (PERCENT) 25 85 75 50 98 85 25 98 90 of 1 20' WIDE DRAINAGE EASEMENT N/F. CITY OF NEW LONDON EROSION & SEDIMENTATION CONTROL NOTES 1. CONSTRUCTION WILL COMMENCE IN SPRING 2007 AND WILL BE COMPLETED IN 2008. 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION. 3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" DATED 2002, AS AMENDED AND THE TOWN OF MONTVILLE REGULATIONS. 4. ALL EROSION CONTROL DEVICES WILL BE MAINTAINED OR REPLACED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY, OR AS ORDERED BY ENGINEER, THE OWNER, OR THE TOWN. 5. SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. 6. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED NECESSARY OR REQUIRED BY THE ENGINEER. OR THE TOWN. 7. THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENTATION CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER. 8. ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED AND FERTILIZED. ALL DISTURBED AREAS SHALL RECEIVE MIN 6" OF TOPSOIL. 9. AREAS OUTSIDE OF PAVED AREAS, WALKS AND BUILDINGS SHALL RECEIVE MIN. 4" TOPSOIL. 10. THE FOLLOWING DATES FOR SEEDING SHALL BE USED: SPRING: APRIL 15 TO JUNE 15 FALL: AUGUST 15 TO SEPTEMBER 15 11. THE FOLLOWING GRASS SEED MIXTURES SHALL BE APPLIED AT A RATE NO LESS THAN 200 lbs. PER ACRE: SPEC I ES KENTUCKY BLUEGRASS POA PRATENSIS) CREEPING RED FESCUE FESTUCA REBRA) PERENNEAL RYEGRASS LOLIUM PERENNE) PROPORTION MINIMUM MINIMUM BY WEIGHT PURITY GERMINATION PERCENT) (PERCENT) (PERCENT) 25 85 75 50 98 85 25 98 90 12. TEMPORARY GRASS SEEDING, IF NECESSARY, SHALL BE PERENNIAL RYE GRASS (LOLIUM PERENNE) APPLIED AT A RATE OF 100 lbs. PER ACRE. 13. STOCKPILES OF SOIL SHALL BE SURROUNDED BY A SILT FENCE. 1. REMOVE TREES AND BRUSH WITHIN CONSTRUCTION AREA. 2'. INSTALL EROSION CONTROL MEASURES AT LOCATIONS INDICATED ON PLANS. 3. GRUB AREAS - NOTE. STUMPS TO BE DISPOSED AT A LOCATION APPROVEDBYTOWNSTAFF. a. STRIP TOPSOIL AND STOCKPILE AT LOCATIONS INDICATED. ESTABLISHTEMPORARYVEGETATIVECOVERONSTOCKPILEDMATERIAL. INSTALLSEDIMENTBARRIERSATLOCATIONINDICATEDONPLAN. 5. BRING PAVEMENT AREAS TO ROUGH GRADE. 6. CONSTRUCT BIOFILTER AREA. USE AS TEMPORARY SEDIMENTATION TRAP DURING CONSTRUCTION. 7. INSTALL STORM SEWERS AND UTILITIES. INSPECTION AND MAINTENANCEOFEROSIONCONTROLSYSTEMSASREQUIRED. 8. CONSTRUCT BUILDING, INSTALL SCALES. 9. BRING PAVEMENT AREAS TO FINISH SUBGRADE, PLACE BASE MATERIAL, BINDER AND FINAL PAVING. 10. INSTALL CURBING. SPREAD TOPSOIL, SEED AND MULCH SHOULDERS AND SLOPE AREAS. 11. REMOVE SEDIMENT BARRIERS WHEN PERMANENT VEGETATIVE COVER IS ESTABLISHED. 40 0 4D 80 120 160 SCALE: 1 "= 40' 48 I 1 BITUMINOUS LIP CURBING 6„ v a a 4° a a 4 G a COURSEI (. CLASS CONC. 2 SURFACE 2" BIT. CONC. BINDER COURSE (CLASS 1) 4" PROCESSED AGGREGATE BASE 8" COMPACTED GRAVEL BASE BITUMINOUS CONCRETE NOT TO SCALE TYPE "CL" CATCH BASIN TOP AND GRATE TOP OF CATCH BA ELEVATION ELEVATION 261.2 2" HDPE FLOW LINE - I 2' MIN, SUMP 41-01* 5'-4" SECTION A—A IxL W 12" 6" Z-1 c W is Co 00 8,. 6" SPACER BRICK OR MASONRY CONCRETE UNITES TO BE USED AS ADJUSTMENT SPACER, OR A PRECAST SECTION CAN BE USED CROSS SLOPE 1/4" PER FOOT 5" CONCRETE 6" PROCESSED AGGREGATE BASE 3_rvoAKICInKI inTAIT WITH PRE—MOLDED AT 25' —0 1/0. C. 1/4' CONTROL JOINT AT 5/_0 CONCRETE WALK & JOINT DETAIL NOT TO SCALE TOP OF PIPE ELEVATION ELEVATION 259.8 FLOW LINE 10" SCH. 40 PVC PIPE DIAMETER DRILL io 3'-0„ 4'-4" SECTION B—B B IOFILTER OUTLET STRUCTURE NOT TO SCALE 10' MAX. X10' MAX. H LES 4 ON CENTER NOTE: BOTTOM OF BASIN TO BE A MINIMUM OF 6" BELOW OUTLET PIPE FLOWLINE FOR ,SEDIMENT STORAGE 10" SCH. 40 PVC'FLANGE FITTING BOLTED TO WALL SELF-SUPPORTING— SILT FENCE FABRIC 2" I 4" PER FT. e s. • 11119 11*. NOT TO SCALE 1/ 4" R4 TOPSOIL 3'4` WASHED ROUND STONE OR PEA STONE WARNING TAPE - MIN. 12" TO MAX. 24" ABOVE THE PIPE. 6" PERFORATED HDPE PIPE PERFORATIONS TO BE PLACED DOWN, FILTER FABRIC AROUND STONE LIMITS OF TRENCH EXCAVATION d. BACKFILL SUBGRADE ELEVATION saw VARIES / 8 " -, GRANULAR F R APPROVED NATIVE MATERIAL COMPACTED4000LB. CONCRETE ! > IN 12 (MAX.) LAYERS WIRE MESH RE INF RCI NG a 12" j PROCESSED AGGREGATE BASE o c° PIPE O.D./l, • 25 O.D. CONC RE TE PAD o i / NOT TO SCALE 8' vsww BEDDING MATERI X, </X / 4" IN EARTH. 12 TOP OF EMBANKMENT MIN. IN ROCK PIPE DIA. ELEVATION 262.0 OR HOR I Z. SPAN OF ELLIPTICAL PIPE 3 I . D . +2 FORPIPE UND+ 3' FORE" PIPE 30.& OVER a, FOR HORIZ. ELLIPTICAL PIPE NOTE'S: 1. ALL CONCRETE PIPE TO BE MINIMUM CLASS IV E s'EA•E*'E°F BIOFILTER EMBANKMENT 1'x2' WOOD STAKE MIN. LENGTH: 3'-6') j FINISH GRADE z 100° r l FINISH GRADE FLOW N lamff/_ RECOMPACTEO Z BACKFILL EXTEND 6 OF FABRIC BELOW GROUND ELEVATION SECTION NOTES: MINIMU 1.) INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER. PHYSICAL PROPERTY TEST METHOD REQUIREMENTS 2.) SILT FENCE FABRIC SHALL BE A PERVIOUS SHEET OF WOVEN GRAB TENSILE STRENGTH (lbs.) ASTM 0 4632-86 110 PROPYLENE .NYLON ,POLYESTER OR POLYETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER ELONGATION t%} ASTM D 4633-86 20 AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SILT RETENTION EFFICIENCY (%I VTM-51-79 75 PERMEABILITY COEFFICIENT (cm/s) ASTM 0 4491-85 0.02 S I L T FENCE NOT TO SCALE WRAP FILTER FABRIC BALED HAY OR STRAW 2. USE WATERTIGHT RUBBER GASKETS IN ALL PIPE JOINT$. NOT TO SCALE TYPICAL TDETAIL (STORM) NOT TO SCALE NOTE: VORTECHS SYSTEMS INSTALLED IN A BYPASS CONFIGURATION REQUIRE AN UPSTREAM DIVERSION STRUCTURE THAT SHALL BE DETAILED BY THE SEALANT CONSULTING ENGINEER WITH ELEVATION AND EXTRUDED BUNA N SEAL CONCRETE TOPWEIRWIDTHDATAPROVIDEDBYVORTECHNICS 1,-10„ 1,_9„ 1,-„ OUTLET VARIES SEE NOTE 9 ALUMINUM SWIRL CHAMBER A o /" wa A G 3 y in d d • dd, . , • • dd SEALANT FLOW CONTROL WALL INLET VARIES, SEE NOTES 8 8 9 BAFFLE WALL INLET PIPE MUST BE A CORNER INLET TO TANGENTIALLY ROTOUTHECE FSWIf RL PLAN VIEW B — B 40 50' MIN. LENGTH SEE PLAN FOR WIDTH PUBLIC ROAD mI I i I I 4111 c 1?9rI I=I T I =1I l iiN!6" Ijjj:: 1j Jill DEPTH OF CTDOT 2" STONE COMPACTED SUBGRADE USE MIRAFLEX 60OX OR EOUAL UNDER STONE IF SOIL HAS LOW BEARING CAPACITY ANT I —TRACK I NG PAD DETAIL NOT TO SCALE CHAMBER rUA7il1R[M EL TO MAT GRADE INLET 0 1 i I NVi EINFORCED 44 LOADING INVERT v • W z a v CL Ow U > a M QO doo QOo 2120:0, Q pO o QQop o O2O 0odQO pQo QQO pQa p©OoO pQao O dO pup, ppO o O c7o O o Qapa 0 0©pQQQo Q SECTION A — A NOTES: 1. Stormwater Treatment System (SWTS) shall hove: 5. SWTS inverts in and out are typically at the same elevation PeaK treatment capacity: 1.6 cfs 6. SWTS shall not be compromised by effects of downstream tapwaterSedimentstorage: 0.75 cu yd 7. SWTS shall have no internal components that obstruct maintenance Sediment chamber 0'o: 3.0' min access 2. SWTS shall be contained in one rectangular structure 8. Inlet pipe must be perpendicular to the structure 3. SWTS removal efficiency shall be documented based on 9. Pipe orientations may vary: see site plan for size and location particle size 10. Purchaser shall not be responsible for assembly of unit 4. SWTS shall retain flootables and trapped sediment up 11. Manhole frames and perforated covers supplied with system, not to and including PeaK treatment capacity installed 12. Purchaser to prepare excavation and provide crane for off-loading 8 setting at time of delivery 13. Contact Vortechnics @ (207) 885-9830 for ordering information VORTECHS MODEL 1000 CURB LINE FOR TYPE "C" 9.. A r OF C.B. JB PRECAST TOP OPENING IN SPACER CAP AND REDUCER DETAIL "A" TYPICAL NORMAL FINISHED GRADING, PLAN ADING TO BE VARIED JACENT TO CATCH -BASIN S DIRECTED. PRECAST TOP TYPE "C -L" SHOWN) U'r SPACER (NOT REQUIRED) - BRICK OR MASONARY CONCRET UNITES MAY BE USED AS ADJUSTMENT SPACE 3` 3 3 iov WELDED w RE FABRIC2'-$74" D 0 W W SEE0 5 DETAIL MORT JOINTSDRAINAGEOPENINGIN4KNOCK- W `' WALLS AT OR IMMEDIATELY OUT ABOVE THE BOTTOM , i FLOW LINEOFTHEPERVIOUS30" MAX . BACKFILL _-______ 6.. PREVIOUS BACKFILL ABOVE— 2'MIN, 2" MIN, THIS ELEVATION -MAXIMUM FLOW LINE SUMP DEPTH 3'BELOW THE TOP OF THE STRUCTUREto C z W ao 5'-4" SECTION A A 4'-4" F rT T nNi R—R STANDARD CATCH BASIN TYPE "C" OR "C -L" NOTES 1 SEE CONN. DOT STANDARD SHEET N0. 507-1(TYPE "C") OR 507-J (TYPE "C -L"), WHICHEVER APPLIES, FOR; DETAILS OFTYPE " C L CATCH BASIN b) DEPRESSED GUTTER TPSPRECASTDE TAILS NOT TO SCALE 2 FOR DETAILS OF STEEL FRAME AND GRATE SEE CONN. DOT STANDARD SHEET NO. 507-K, GRATES SHALL BE GALVANIZED, 8 -- SCALE: N.T.S. 10 2" 1 = # 4 BARS 4' LONG 1-4"/F T. A II I , i o o CROSS SLOPE AS PER ROADWAY B CROSS SECTION 5" ' TOP OF GRATE PLAN DETAIL OF CURB INLET n 11 1 2" 71'2 1 -6T's 1 • _6 712, 2„ 2„ 103,1 „10„ 103-16” 10 2,. o Wo 1 2-ts4x4' -0" LONG---,, T7 1 TOP OF FRAME APPLIES- PRECAST UNIT CLASSa3g'u 1 358' CROSS SLOPE AS PER i "A" CONCRETE x CROSS SECTION 0PRECASTCONCRETEUNIT N I 13a _ r 13 2 '16 z 3 1 5 2, _$I3 p MINIMUM DEPTH UNLESS ORDERED 3 ' a '4 1 -0 1 OTHERWISE: UNDER TRAVELWAY 1 - 21-1 '8' B iv 1 ' -71 OTHER AREAS 0' -3" ' CULJ L = 1 2 7 5,j' 7 5'8 713" I 3 ' 16 I 21 I ; PRECAST CONCRETE OR 1 MASONRY UNITS ; I z END OF PIPE TO BE FLUSH WITH INSIDE OF CATCH BASIN . POURED CONCRETE OR PRECAST SUMP tO BRICK, CLASS "A" CONCRETE. PRECAST 8"' 4`-0''' 8" CONCRETE UNITS OR CONCRETE BLOCK $" 3'-0" 8" 5,-q„ MASONRY. WHERE BRICK OR CONCRETE UNITS ARE USED, CORBELLING WILL BE ' SECTION A -A PERMITTED. MAXIMUM CORBEL TO BE SECTION B -B3". NO PROJECTION SHALL EXTEND NOTES INSIDE OF LIMITS NOTED BY 4F. I. WHERE TYPE "C" CATCH BASIN IS CONSTRUCTED IN PAVEMENT AREA, THE NORMAL CROSS SLOPE OF THE GUTTER SHALL BE VARIED TO MATCH CROSS SLOPE OF GRATE. 2. WALLS OF ALL CATCH BASINS OVER 10 FEET DEEP TO BE INCREASED TO 12" THICK, INSIDE DIMENSIONS TO REMAIN THE SAME. 3. ALL PRECAST CONCRETE PRODUCTS MUST HAVE THE CASTING DATE CLEARLY LABELED ON EACH PRODUCT. NO PRECAST CONCRETE PRODUCT SHALL BE DELIVERED TO THE SITE WITHIN THE SEVEN DAY PERIOD FOLLOWING THE CASTING DATE. TYPE "C" CATCH BASIN NOT TO SCALE ll('''' Il'11lIj ! i `I`'''!`''(Ir('+'j r =`_ 2' x 2' x 3' LONG STAKES11 ` II II jj OR REBARS t2 PER BALE) BALES TO BE BUTTED TOGETHER WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER HAY BALES AROUND CATCH BASIN NOT TO SCALE 2. USE WATERTIGHT RUBBER GASKETS IN ALL PIPE JOINT$. NOT TO SCALE TYPICAL TDETAIL (STORM) NOT TO SCALE NOTE: VORTECHS SYSTEMS INSTALLED IN A BYPASS CONFIGURATION REQUIRE AN UPSTREAM DIVERSION STRUCTURE THAT SHALL BE DETAILED BY THE SEALANT CONSULTING ENGINEER WITH ELEVATION AND EXTRUDED BUNA N SEAL CONCRETE TOPWEIRWIDTHDATAPROVIDEDBYVORTECHNICS 1,-10„ 1,_9„ 1,-„ OUTLET VARIES SEE NOTE 9 ALUMINUM SWIRL CHAMBER A o /" wa A G 3 y in d d • dd, . , • • dd SEALANT FLOW CONTROL WALL INLET VARIES, SEE NOTES 8 8 9 BAFFLE WALL INLET PIPE MUST BE A CORNER INLET TO TANGENTIALLY ROTOUTHECE FSWIf RL PLAN VIEW B — B 40 50' MIN. LENGTH SEE PLAN FOR WIDTH PUBLIC ROAD mI I i I I 4111 c 1?9rI I=I T I =1I l iiN!6" Ijjj:: 1j Jill DEPTH OF CTDOT 2" STONE COMPACTED SUBGRADE USE MIRAFLEX 60OX OR EOUAL UNDER STONE IF SOIL HAS LOW BEARING CAPACITY ANT I —TRACK I NG PAD DETAIL NOT TO SCALE CHAMBER rUA7il1R[M EL TO MAT GRADE INLET 0 1 i I NVi EINFORCED 44 LOADING INVERT v • W z a v CL Ow U > a M QO doo QOo 2120:0, Q pO o QQop o O2O 0odQO pQo QQO pQa p©OoO pQao O dO pup, ppO o O c7o O o Qapa 0 0©pQQQo Q SECTION A — A NOTES: 1. Stormwater Treatment System (SWTS) shall hove: 5. SWTS inverts in and out are typically at the same elevation PeaK treatment capacity: 1.6 cfs 6. SWTS shall not be compromised by effects of downstream tapwaterSedimentstorage: 0.75 cu yd 7. SWTS shall have no internal components that obstruct maintenance Sediment chamber 0'o: 3.0' min access 2. SWTS shall be contained in one rectangular structure 8. Inlet pipe must be perpendicular to the structure 3. SWTS removal efficiency shall be documented based on 9. Pipe orientations may vary: see site plan for size and location particle size 10. Purchaser shall not be responsible for assembly of unit 4. SWTS shall retain flootables and trapped sediment up 11. Manhole frames and perforated covers supplied with system, not to and including PeaK treatment capacity installed 12. Purchaser to prepare excavation and provide crane for off-loading 8 setting at time of delivery 13. Contact Vortechnics @ (207) 885-9830 for ordering information VORTECHS MODEL 1000 CURB LINE FOR TYPE "C" 9.. A r OF C.B. JB PRECAST TOP OPENING IN SPACER CAP AND REDUCER DETAIL "A" TYPICAL NORMAL FINISHED GRADING, PLAN ADING TO BE VARIED JACENT TO CATCH -BASIN S DIRECTED. PRECAST TOP TYPE "C -L" SHOWN) U'r SPACER (NOT REQUIRED) - BRICK OR MASONARY CONCRET UNITES MAY BE USED AS ADJUSTMENT SPACE 3` 3 3 iov WELDED w RE FABRIC2'-$74" D 0 W W SEE0 5 DETAIL MORT JOINTSDRAINAGEOPENINGIN4KNOCK- W `' WALLS AT OR IMMEDIATELY OUT ABOVE THE BOTTOM , i FLOW LINEOFTHEPERVIOUS30" MAX . BACKFILL _-______ 6.. PREVIOUS BACKFILL ABOVE— 2'MIN, 2" MIN, THIS ELEVATION -MAXIMUM FLOW LINE SUMP DEPTH 3'BELOW THE TOP OF THE STRUCTUREtoC z W ao 5'-4" SECTION A A 4'-4" F rT T nNi R—R STANDARD CATCH BASIN TYPE "C" OR "C -L" NOTES 1 SEE CONN. DOT STANDARD SHEET N0. 507-1(TYPE "C") OR 507-J (TYPE "C -L"), WHICHEVER APPLIES, FOR; DETAILS OFTYPE " C L CATCH BASIN b) DEPRESSED GUTTER TPSPRECASTDE TAILS NOT TO SCALE 2 FOR DETAILS OF STEEL FRAME AND GRATE SEE CONN. DOT STANDARD SHEET NO. 507-K, GRATES SHALL BE GALVANIZED, 8 -- SCALE: N.T.S. 10 2" 1 = # 4 BARS 4' LONG 1-4"/F T. A II I , i o o CROSS SLOPE AS PER ROADWAY B CROSS SECTION 5" ' TOP OF GRATE PLAN DETAIL OF CURB INLET n 11 1 2" 71'2 1 -6T's 1 • _6 712, 2„ 2„ 103,1 „10„ 103-16” 10 2,. o Wo 1 2-ts4x4' -0" LONG---,, T7 1 TOP OF FRAME APPLIES- PRECAST UNIT CLASSa3g'u 1 358' CROSS SLOPE AS PER i "A" CONCRETE x CROSS SECTION 0PRECASTCONCRETEUNIT N I 13a _ r 13 2 '16 z 3 1 5 2, _$I3 p MINIMUM DEPTH UNLESS ORDERED 3 ' a '4 1 -0 1 OTHERWISE: UNDER TRAVELWAY 1 - 21-1 '8' B iv 1 ' -71 OTHER AREAS 0' -3" ' CULJ L = 1 2 7 5,j' 7 5'8 713" I 3 ' 16 I 21 I ; PRECAST CONCRETE OR 1 MASONRY UNITS ; I z END OF PIPE TO BE FLUSH WITH INSIDE OF CATCH BASIN . POURED CONCRETE OR PRECAST SUMP tO BRICK, CLASS "A" CONCRETE. PRECAST 8"' 4`-0''' 8" CONCRETE UNITS OR CONCRETE BLOCK $" 3'-0" 8" 5,-q„ MASONRY. WHERE BRICK OR CONCRETE UNITS ARE USED, CORBELLING WILL BE ' SECTION A -A PERMITTED. MAXIMUM CORBEL TO BE SECTION B -B3". NO PROJECTION SHALL EXTEND NOTES INSIDE OF LIMITS NOTED BY 4F. I. WHERE TYPE "C" CATCH BASIN IS CONSTRUCTED IN PAVEMENT AREA, THE NORMAL CROSS SLOPE OF THE GUTTER SHALL BE VARIED TO MATCH CROSS SLOPE OF GRATE. 2. WALLS OF ALL CATCH BASINS OVER 10 FEET DEEP TO BE INCREASED TO 12" THICK, INSIDE DIMENSIONS TO REMAIN THE SAME. 3. ALL PRECAST CONCRETE PRODUCTS MUST HAVE THE CASTING DATE CLEARLY LABELED ON EACH PRODUCT. NO PRECAST CONCRETE PRODUCT SHALL BE DELIVERED TO THE SITE WITHIN THE SEVEN DAY PERIOD FOLLOWING THE CASTING DATE. TYPE "C" CATCH BASIN NOT TO SCALE