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HomeMy WebLinkAbout03-64W_LAWRENCE ROAD DRAINAGE_LAWRENCE ROADAW \CE ROAD DRAINAGE PROJECT NO. 03-811 �....-yr.,..T ---. _. _ --• — — — — — — — % — PLW LANE 7 �' SCANTIC URE r �� 1 hf nTCH MEADOW I••..;I E 0 �+ &liYCX g• >I"�RLr � � DYARD PCW�\ �,L .: •: rJNIIl1 mr,wr i� /�yy` Rpb 11 J BAKER LANE 't GEWO 4 / ♦ � 0 e (L Aali Faun LAKEN� C PASr �r � Srt' i �T TVQ?THST. MARC Rq ♦17�TA� RAMC .� 30 hT S ) ` � 9 OBURNHAM f �f_ T F r�, O R a I E A S T H A R r O*N Sz- ':v� leas„y�•' C� DRIVE (P.Y 47 l�,rG,zwr maa 1 `ELL`f DA,._ EJ E A S T W I N D S 0 R __ - --- MEADOW LLitf GYX.IP.ff 1 TD,IEIT , IM �CI, d a 11NDA o \r STREFl V`(`. j i \ h •f LANE\$ / � �fx '� � i �• a \ d '' •� /�„� '. Q' `IL RI VENy RO(MLeq ,(.E \. c_ i DR1VE RYF STi'ftTr /' VIOW POND ROAD PAA'YT J may/: NA TI MWLER ROAD Q 4 ROO )I \ & NABS EERIE ROAD 6Rpb ®� CHRSTWE LANEE ROSEMARY LATE YER D S� MAR7I NAZFL STREET Y h L�11E DRIVE ASH ROAD IF LAKE STREET O ..� \ 194 A OW_i :l'j II- AC/E74S y J� PAW 0 R0,1p SAND �wr owwoe �w r... D� NUPCMINOS � vE DRIVE n BI- Hll 1/A ( � II�� � N Alw wvt • 3� _ RpTO SHA00USH ` 194 AD. � �'R SERF/C,( LANE ODMMUNTY 4 CI '(Put) }. EwNCTW ROAD\Aas _w "c 4� � � s PA2'r IY FLOW ggqqRTr K N AY .. 4i(((•R SGQy�t71� � F GµCLE: ANC CRANDNEW 30 -pf I �j ��� S7Rffr *a�arinouaw / u 0= �-Q QA STREET / JJrrllJ ` hWwrp i_� 1 GRAPHIC SCALE 1000 0 1000 2000 3000 1 inch = 1000 ft. I I IE L L I N G T 0 N g I 3 I a I I I I I ROAD s I o I I 4 74 $ G1\\\\ Ia- Rab m TOWN OF SOUTH W � DSOR CONNECTICUT PROJECT LOCATION INDEX DESCRIPTION SHEET NO. COVER SHEET/ LOCATION MAP 1 PLAN AND PROFILE 2 DETAILS 3 EROSION AND SEDIMENT CONTROL 4 METAL BEAM RAIL DETAILS MBR-1 TO MBR-4 RECEIVED AUG 2 8 2003 South Windsor INLAND WETLANDS AGENCY CONSERVATION COMMISSION OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 M ATTH EW GALLI GAN TOWN MANAGER MICHAEL J. GANTICK, P.E. DIRECTOR OF PUBLIC WORKS JEFFREY DOOLITTLE, P.E. TOWN ENGINEER DATE: 08-15-03 SHEET NO. 1 REV. I DATE PROPERTY LINE IS CENTERLINE OF STREAM EDGE OF WATERCOURSE WETLANDS BOUNDARY FROM INLAND N/F SANDBERG, JOHN H. & AIMEE L. - WETLANDS AND WATERCOURSES MAP SOUTH WINDSOR, CT VOL 1385 VOL 334 M117 B90 N/F TOWN OF SOUTH WINDSOR 330_ 139 LAWRENCE RD VOL 825 PG 212 M117 844 354 DART HILL RD 0i00 \ \ \ i W.L. FLAG #15( • INV. 24'CMP-326.42'f INV. 16"RZF.E.328-44'f \' L WATER MAIN GAS MAIN STREET LINE _ --- ------- -------- -- EX. TYPE "C-L" C.B. \\ \ T.F.=334.90't 0+07— ��- �� }t06 1+57.04 BENCHMARK .�� EX.TYPE"C" C.B. T.F.= 334.52' INV. N=328.32'f 18"RCP S ' — — — — -- _ \ INV. W=325.69't 36"RCP \ \ INV. W=325.26't 36"RCP p 335 ------- _--_- --------------- __--_ ---- - - - - - - 24"OAK —�-_- -Z=- STREET LINE _ TIRE _'AV[MINI 10" TREE 15"MAPLE N/F LESURE, JEAN ELLEN & 2a"MAPL I �1o�rnEE, /�� \\ I \\ i JEANETTE LOU 20"MAPLE J 12"WHIBIREH I / / / / / / / INV. 36"RCP=324.47't VOL 676 PG 727 M117 B3 9 CLIFFWOOD DR 8' TREE p YI M 336 334 332 330 328 326 324 322 320 EXISTING CONDITIONS 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 DESCRIPTION REVISIONS LAWRENCE ROAD PROFILE EET.N SCALE: HOR. 1 "=20' VERT. 111=2' DESIGNER: T. LAPIENE DRAFTER: T. LAPIENE CHECKED BY- J. DOOLITTLE DATE CHECKED: 08-15-03 �4aWN d`4`� J JWX 0 a� �./ J � J��I �J C U 1540 SULLIVAN AVE, SOUTH WINDSOR CT 06074 s°J•G (860)644-2511 / FAX (860)644-3781 ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT APPROVED BY: J. DOOLITTLE DATE: 08-15-03 PROPERTY LINE IS CENTERLINE OF STREAM EDGE OF WATERCOURSE WETLANDS BOUNDARY FROM INLAND N/F SANDBERG, JOHN H. & AIMEE L. - WETLANDS AND WATERCOURSES MAP SOUTH WINDSOR, CT VOL 1385 VOL 334 PROP. 125 S.F. MODIFIED M117 B90 N/F TOWN OF SOUTH WINDSOR 330-_ _- _ `\\ RIPRAP TO BE PLACED 139 LAWRENCE RD \ EXIST. 75 S.F. RIPRAP VOL 825 PG 212 TO BE RESET M117 844 - ^�\� \ \ PROPOSED CONCRETE -1 ; ♦ \ YANG TYPE ENDWALL 354 DART HILL RD a++� PROPOSED 4'H __ \ \ 1 + CHAINLINK FENCE W.L. FLAG #15 - INV. 24'CMP=326.42'f �( A, � L - � 4 \ \ .I� / 'b� 460 S.F. t TO BE GRADED TO \ 1 } / I I \ INV. 18"R.CTiE.\ty4\'t PROVIDE 2:1 SLOPES h-- + h� + \1 1 1 r ! \ RIPRAP TO BE RESET PROPOSED 24" RCP L�__�-------- ���--�� \11 / ) 32 L. ^• S=1.62% PROPOSED METAL �, Tl--------------- -.a I l / WATER MAIN GAS MAIN BEAM RAIL --- _------ �� x STREET LINE _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED TYPE "C" C.B. EX. TYPE 'C-LC.B. PROPOSED 18"RCP 60L.F. S=2.50% \ DOUBLE GRATE TYPE 11 T.F.=334.90't \ \\ NV. S25.20* MA8"RCPISTING =327.INV. E=325.91' 24'RCP 0+EXIST. 24"CMP/36"RCP \ INV. W=325.91' 36"RCP SUMP-323.91' TO BE REMOVED +04 (2') 1+57.04 .r---- -----_ - �.�� EX.TYPE"C" C.B. PROPOSED TYPE "C" C.B. T.F.= 334.52' DOUBLE GRATE TYPE II BENCHMARK _\ INV. N=328.32'3 18"RCP T.F.=334.52' MATCH EXISTING T. .3 — — — — — — INV. W=325.69't 36"RCP INV. N=328.32'f 18"RCP PROPOSED METAL PROPOSED 36"RCP INV. W=325.26't 36"RCP INV. E=325.55' 36'RCP BEAM RAIL i 22 L.F. - S-1.62% \ �M 324.99'f _.p ` INV. W=325.55' 36"RCP 335 — — — _ _ ._ - - SUMP=323.55' (2') TRE =` 24'OAK /� - -,C- STREET LINE — 15"MAPLE N/F LESURE, JEAN ELLEN & JEANETTE LOU VOL 676 PG 727 M117 B3 9 CLIFFWOOD DR 336 334 332 330 328 328 324 322 DAMM BlSP m00 / 10• 1 -61-I jOIRI H I I \ 1 I 1 8' TREE / `O BE RtMOVED \ -330 SLOPE TO BE FILLED TO PROVIDE • �\\`� 5' ROAD SHOULDER AND 2:1 SIDESLOPE Y / EX. 36` RCP 23 L.F. - 5-3.437G - I TO BE RELAID OR REPLACED INV. 36'RCP-324.47'1 ,• . /;� _ j. _ / / / PROP. 4'H CHAIN LINK FENCE . / EXIST. IMPACT BASIN TO BE REPLACED NTH IMPACT BASIN �y WITH THAN DOUBLE CATCH BASIN SUMPS 2' DEEP FILLED HALF WAY WITH MODIFIED RIPRAP. WINGWALLS TO BE PER TOWN OF MANCHESTER TYPICAL IMPACT BASIN DETAIL �. PROP. 560 S.F. MODIFIED ' RIPRAP TO BE PLACED OR RESET (215 S.F. WITHIN WATERCOURSE 345 S.F. ON SLOPES) PROPOSED CONSTRUCTION LIMIT LINE I n EDGE OF WATERCOURSE PROPOSED SILTFENCE PROPOSED IMPROVEMENTS 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 WATERCOURSE PROFILE PROJECT TITLE: I TOWN: LAWRENCE ROAD DRAINAGE CADD LAWRENCE.dwg I PLOTTED SOUTH WINDSOR AWING TITLE: PLAN AND PROFILE rMUJtI:I NU.: 0 3 -tl- 811 DRAWING NO.: PLPR-1 SHEET NO.: 2OF4 O (n Z Z O1 0 L r^ m� O Cl C _ m D Z r 0 p 2' 1 2'-10 5 4 2 - 5/8' HOLES FOR 14 BARS i - 4' LONG 2- j4 BARS PVT' CROSS- TOP OF FRAME APPUES ONG /3 STIRRUPS 0 9' 3 - /4X4' - 0' LONG a PRE CAST CONCRETE UNIT ADJUST STION FRAME VM SEE DET 'A' CON(. BLOCKS OR 5, BRICKS, 6' TO 12' ALL JOINTS TO BE 4' STEEL I -BEAM 5 Z 1'-3 2 -1 01 S4X9.5 S-6' LONG m (MASONRY Q UNITS) C 0 PRE CAST CONCRETE OR CID CONCRETE MASONRY UNITS PRE CAST SUMP OR SLAB I j n (OR EQUAL) 3500 PSI G7 V 6' OF 3/4- C7 CRUSHED STONE D > = 6'-6;' -< m� = z FRONT ELEVATION SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0'. 2. WALL THICKNESS SHALL BE S09.5 S-6' LONG 3 �" X 2 X SUFFICIENT TO MEET HS 20 LOADING. FRAME (TYP.) 3. WALL THICKNESS FOR STRUCTURES n OVER 10' HIGH IS 12" FOR CONCRETEE NOTE: USE C-L GRATE FOR A TYPE "A" BLOCK UNITS. INSIDE DIMENSIONS � A C-L DOUBLE GRATE BASIN. DETAIL A REMAIN THE SAME. LA 4. ALL PIPES SHALL BE CUT FLUSH WITH 2 o v INSIDE WALLS. cm) 5. ALL BRICKS SHALL BE CONCRETE. 0 NOT TO SCALE O In Z D O z _9 0 z D DIMENSI❑NS D B C G H K L P Q R V CUYDS. 36' 1'-6' 1 2'-0' 3'-3' 6'-B' 9'-1 1/2, 7'-3 3/4 1'-4 7/8' 0'-9 3/4' 3'-4 7/8' 5'-5 3/4 527 2'-0' 3'-3' 7'-2' 9'-10 1/2 7'-9 3/4 1'-6 3/8, 0'-9 3/4' T-10 1/2' 6'-7 3/4 6.67 2'-6' 3'-9' 8'-2' 9'-2' 10'-10' 8'-3 3/_4 Y-9 3/8' 0' 11 1/4' 4'-9' `9.112, 911 3'-9' 12'-� 1/2 9'-3 3/4 2'-0 3/8 0'-11 1/4' S'-9' ]0 -1 1/4' 12.43 m X O V QJ CZ I C D z r p (n O m m 5 6 C C n -O Z z ENDWALL NOTES G� n EXPOSED EDGES SHALL BE BEVELED V m REINFORCEMENT SHALL HAVE 3' COVER -U m WHEN ENDWALL IS TO BE USED FOR TWIN PIPES m'L' L 'K' DIMENSIONS SHALL BE INCREASED BY O.D. Cn OF SMALLER PIPE PLUS ONE FOOT. ALL OTFCR DIMENSIONS PIPE. M > SHALL CONFORM TO THE LARGER z D STRUCTURES SHALL BE PLACED ON EXISTING 0 z SUITABLE COMPACTED MATERIAL OR le GRAVEL BASE. C G 0 B D D;�J fMDANKFENT 6' FT-9-1--L r 0 NOT TO SCALE SIDE ELEVATI❑N FRONT ELEVATION CONCRETE STANDARD WING TYPE EENDW ALL 1- L K L PLAN L H - TOTAL HEIGHT OF END WALL B - BASE D - INSIDE DIA. OF PIPE S - HEIGHT OF SLOPE ABOVE FLOW LINE AT FACE OF WALL MIN- D+2 L - LENGTH OF WALL= 3S+D DIMENSIONS FOR ONE ENDWALL BASED ON S = D + 2 D S H L BATTER B 15" 1'-5. 4'-9, 5'-8" 2 1/2- '-11 7/8 18' 1'-8" 5'-0, 6'-6` 2 1/2- 2'-0 1/2' 24' 2'-2" 5-6- 8'-6- 2 1/2- 2'-1 3/4- 30" 2'-B' 6'-0' 10'-6" 2 1/2' 2'-3- 36" 3'-2` 6'-6' 12'-6` 3- 2'-7 1/2` 42" 3'-6` 7'-0' 14'-6" 3" 2'-9" 48" 4'-2' 7'-6- 16'-6` 3` '-10 1/2 STANDARD EMBANKMENT ENDWALL 12' 1 {- I 12, RIPRAP TO BE SIZED r ACCORDING TO THE OUTLET S D VELOgTY AND SqL TYPE H 4' _L N4 TIE BARS 64' INTO ENDWALL ' t >� � l 1/2'X2 I/2' KEYWAY 9' 8' FOR 15'-24' PIPEB 10' 6' PROCESSED AGGREGATE 0' FOR 30-48' PIPE SIDE ELEVATION I-- 1.5S --D -- 1.5S --I 1' BEVEL -ALL EXPOSED EDGES N4 BARS E 18- EACH WAY •r� , 12'(MIN.)RIPRAP .•',��•. 6' PROCESSED AGGREGATE BASE 3'�I L FRONT ELEVATION TOWN OF MANCHESTER REVISIONS TYPICAL No. 1 Desc6ption Date roved IMPACT BASIN REV. DATE DESCRIPTION REVISIONS ILL LGTH) 48' ENAND UP. GRADE iTH) J UP. 31Y y131„� �I 6 it CV TYP. 1/ a r- U a 00 15„ 3'-0" I� 7 SPACES 0 4"=2'-4" I4' z 3' . 0 2$1" 4" 3/8' X 4" BEARING BAR 3/8" X 1 1/2' END TRANSVERSE BAR 5/B' ROUND AAR;-/ SLOTTED HOLE FOR INSTALLATION OF LIMITS OF PORTION OF BAR jF71 11 TO BE REMOVED X 1 2' END END TRANSVERSE BAR 16 TRANSVERSE BAR 3/8' X 4' BEARING BAR 1 1" 5/8' DIA. ROUND BAR NOTES: 1. FRAMES AND GRATES SHALL BE STEEL. 3/8' X 4' BEARING BAR 2. STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE WITH M.06.03. 3. ALL METAL UNITS SUBJECT TO MANUFACTURING TOLERANCES. 4. ONLY LOW HYDROGEN ELECTRODES SHALL BE USED. 5. DIMENSIONAL TOLERANCES MAY BE +/- 1/16". 6. WELDING WILL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION. 7. ALL BARS SHALL BE WELDED AT ALL INTERSECTIONS NOT TO SCALE TOWN OF SOUTH WINDSOR APPROVED STANDARD DETAIL TYPE "A" GRATE DETAIL JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR VLOAM 6 FERTILIZER 6 NOTE, FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 05 TO 0.1 SEC' AND ADS OF 043 m TO 0.22m AND SHALL MEET AASHTO N288-96, BOTTOM WIDTH FINISHED GRADE 2 DEPTH 1 2 DESIGN 12' MODIFIED RIPRAP NOTE- STANDARDS GIVEN 18' INTERMEDIATE RIPRAP ARE FOR MIN. REQUIREMENTS, ACTUAL 36' FOR STANDARD RIPRAP THICKNESS IS TO BE DETERMINED BY DESIGN. 6' BANK -RUN GRAVEL BASE (D.O.T. M.02.06 TYPE 'H' GRADATION) FOR MODIFIED AND !ILTER ERMEDIATE RIPRAP. GRAVEL BASE FOR STANDARD RIPRAP. FABRIC (SEE NOTE) TOWN OF SOUTH WINDSOR RIPRAP DITCH STANDARD DETAIL JUNE, 1997 REVISED: NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR SOUTH WINDS❑R STANDARDD FRAME AND COVER ADJUST FRAME TO FIN, WITH C❑NC, BRICK I FINISHED GRADE (6' TO 12' MAX.) 3' 0'- STANDARD STEPS (SEE MISCELLANE❑US MANHOLE DETAIL) ALL JOINTS TO BE (h POINTED FLUSH AND w FULL 4 0� o PRE CAST CONCRETE OR w CONCRETE MASONRY UNIT �) 8' 8' CONCRETE OR BRICK INVERT. 6• l> 6' OF CRUSHED F" STONE 6'-4' DIA, NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0'. 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. NOT TO SCALE TOWN OF SOUTH WINDSOR STORM MANHOLE APPROVED STANDARD DETAIL JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR SAW CUT AND SEAL JOINT WITH TACK COAT M 04,01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 ExIST[NG PAVEMENT 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE ( OR MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPROCK BASE.- M 05.01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE ' (TRENCH BACK FILL) M.02- GRADE, B i• (OR PROCESSED TRAPROCK) L NOTES 12' 12' 1. ALL SAW CUT AND SEALED JOINTS TO MIN. TRENCH MIN.-' BE EITHER PARALLEL WITH, OR PERPEN- WIDTH DICULAR TO, THE CENTERLINE OF VARIES THE PIPE. SEE TYPICAL 2. ALL MATERIALS ARE TO MEET TRENCH FORM 814A, AS AMENDED SECTION SECTIO NOT TO SCALE TOWN OF SOUTH WINDSOR PERMANENT PAVEMENT APPROVED STANDARD DETAIL PATCHING DETAIL JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR DESIGNER: ( M� ,� 91101 r r �� R1 T. LAPIENE �JW 1N O F us �IH W I � J o 0le I�j�1TL+rIM'i 1 � r' I�i.1/�l�j� F. 2L\ � r r C V R` Sd'SITJd TJS7..1� �l.l 3CL ��I,�J'231Jd DRAFTER: . ��� 1540 SULLIVAN AVE, SOUTH WINDSOR CT 06074 SCALE AS NOTED T. LAPIENE ��s°=-C° (860)644-2511 / FAX (860)644-3781 CHECKED BY: ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT EET. NO J. DOOUTTLE DATE CHECKED: 08-15-03 APPROVED BY: J. DOOUTTLE DATE: 08-15-03 TAKE CL A A J SECTION A -A I/,- GRADE 60 STEEL REIWQRCERENT PLASTIC OR FIBERGLASS MANHOLE STEP INS] OF 2- 1 1 /,' HANDUNG SLEEVE iS STEEL STRAP I Y Y : \ " 1 I \ 'Ji.�� �'Ji,�i:T•li �ir11��.�'Jf'�y NOT TO SCALE TOWN OF SOUTH WINDSOR MISCELLANEOUS APPROVED STANDARD DETAIL MANHOLE DETAILS JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR TYPE "K2" BIT, CURB NOTES: 1, TACK COAT TO BE APPLIED PRI❑R TO CURB PLACEMENT AS REQUIRED BY TOWN. C❑ATING TO BE APPLIED PER M 04.01.164. FORM 814 A TOWN OF SOUTH WINDSOR BITUMINOUS CONCRETE STANDARD DETAIL LIP CURB SECTION JUNE, 1997 REVISED: PROJECT TITLE: LAWRENCE ROAD DRAINAGE CADD 03-811-details.dwg PLOTTED ED NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR TOWN: o ❑ o STORM MANHOLE ALTERNATE 0�0� O 0 El ❑ 0 El [1 ❑ El0 ❑ �o o Elpt=o o A 0 r-" SECTION B-B SECTION A -A CAST IRON FRAME CASTIRON COVER NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. NOT TO SCALE TOWN OF SOUTH WINDSOR CAST IRON MANHOLE APPROVED STANDARD DETAIL FRAME AND COVER JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR DEPTH TO INVERT VARIES SEE PROFILES 6-MIN. N PROPOSED GRADE PAVEMENT SECTION OR t- LANDSCAPING <SEE PLANS) WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4' STONE. BACK SPRINGLINE OF PIPE 3/4STONE WHEN USING POLYTHYLENE OR CPP PIPE 1. D. + 2' 2' MIN 12, MIN. 12' 12' I.D. 000_000�00 0 0 0 0 0 0 0 000_0 0 6' I NOT TO SCALE APPROVED j TOWN OF SOUTH WINDSOR STORM DRAIN ly STANDARD DETAIL TRENCH DETAIL JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR ' SOUTH WINDSOR DRAIMNG TITLE: DETAILS 0 3 - 811 DRAWING NO.: MDS-1 SHEET NO.: 3OF4 NARRATIVE THE PURPOSE OF THE REGULATED ACTIVITY IS TO REPLACE A DETERIORATED AND UNSAFE CORRUGATED METAL PIPE CULVERT CROSSING UNDER LAWRENCE RD WITH A NEW CONCRETE PIPE CULVERT AND TO PREVENT FURTHER EROSION AT OUTLET. THERE IS EXISTING RIPRAP ON THE ENTIRE SLOPES IN THE AREA OF THE CULVERT INLET UP TO 1:1 SLOPE. TO PREVENT A SLOPE FAILURE IN THAT AREA, THE CULVERT SHALL BE EXTENDED 8 LINEAR FEET AND A WING TYPE ENDWALL SHALL BE PLACED PROVIDING FOR 2:1 SIDESLOPES TO BE MADE BEHIND THE ENDWALL. 25 S.F. (3'X8') OF STREAMBED SHALL BE FILLED AND 50 S.F. OF RIPRAP SHALL BE PLACED IN THE WATERCOURSE. THERE IS AN EXISTING 18" PIPE OUTLET INTO THE WATERCOURSE UPSTREAM OF THE CULVERT. TO PREVENT POSSIBLE EROSION PROBLEMS AND ADDITIONAL IMPACTS IN THE FUTURE, THAT OUTLET PIPE SHALL BE ABANDONED IN PLACE OR REMOVED AND NEW PIPING SHALL BE DISCHARGED INTO A NEW CATCH BASIN ON LAWRENCE RD INLINE WITH THE NEW CULVERT PIPING. THE EXISTING CATCH BASIN IN LAWRENCE RD SHALL BE REPLACED. THE NEW CATCH BASINS SHALL BE DOUBLE WIDE CATCH BASINS TO PROVIDE MORE STORAGE CAPACITY OF SEDIMENTS. THERE EXISTS ON THE EAST SIDE OF LAWRENCE RD A PIPE OUTLET WITH AN IMPACT BASIN AND A ROUGH RIPRAP CHANNEL. THERE IS EROSION OF THE SOUTH BANK ADJACENT TO THE IMPACT BASIN. THERE HAS BEEN A SLOPE OR SETTLEMENT FAILURE ON THE EASTERN ROAD SIDESLOPE THAT HAS BEEN REPAIRED BY OVERLAYING THE SLOPE WITH BITUMINOUS CONCRETE. TO PROTECT THE STREAMBANK AT THE DISCHARGE FROM FURTHER EROSION AND TO STABILIZE THE SIDE SLOPE OF THE ROADWAY WHILE MINIMIZING THE LIMIT THE AREA OF GRADING, THE TOWN SHALL REPLACE THE EXISTING IMPACT BASIN WITH A NEW ONE WITH AN ENDWALL AND WINGWALLS. THIS WILL PROVIDE FOR A 1.5:1 SIDESLOPE ON THE SOUTHERLY BANK OF THE WATERCOURSE AND A 2:1 SLOPE FROM THE ROADWAY. DOWNSTREAM FROM THE IMPACT BASIN THE 215 S.F. OF RIPRAP SHALL BE RESET OR PLACED WITHIN THE WATERCOURSE AND 345 S.F. OF RIPRAP SHALL BE PLACED ON THE SIDESLOPES. CONSTRUCTION SEQUENCE 1. THE CONTRACTOR SHALL FLAG THE LIMITS OF CONSTRUCTION NECESSARY TO FACILITATE THE PRECONSTRUCTION MEETING. 2. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE TOWN OF SOUTH WINDSOR STAFF PRIOR TO ANY CONSTRUCTION ACTIVITIES. 3. CONTRACTOR SHALL CALL "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AND HAVE UNDERGROUND UTILITIES MARKED OUT PRIOR TO ANY CONSTRUCTION ACTIVITIES. 4. THE CONTRACTOR SHALL HAVE THE LIMITS OF CONSTRUCTION, OUTLET STRUCTURE, DRAINAGE MANHOLE AND CATCH BASIN LOCATIONS STAKED OUT BY QUALIFIED SURVEY PERSONNEL AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. 5. INSTALL THE PERIMETER EROSION AND SEDIMENT CONTROLS AND TREE PROTECTION DEVICES IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN. 6. CUT TREES WITHIN THE DEFINED CLEARING LIMITS AND REMOVE CUT WOOD. CHIP BRUSH AND SLASH, STOCKPILE CHIPS FOR FUTURE USE OR REMOVE FROM SITE. 7. EXCAVATE ALL STUMPS LOCATED IN THE STRUCTURAL AREAS AND REMOVE TO A DISPOSAL SITE OR STOCKPILE AREA TO BE CHIPPED. 8. REMOVE & STOCKPILE ALL TOPSOIL & RIPRAP IN AREAS TO BE REGRADED. STOCKPILE ALL TOPSOIL IN AN APPROVED AREA AND SECURE WITH EROSION AND SEDIMENT CONTROLS. 9. REMOVE EXISTING BITUMINOUS PAVEMENT ON EASTERN ROADWAY SLOPE. 10. REMOVE EXISTING & INSTALL NEW INMPACT BASIN PER PLANS. 11. REGRADE DOWNSTREAM SIDESLOPES AND PLACE RIPRAP. 12. INSTALL NEW CATCH BASINS 13. INSTALL NEW PIPING 14. REMOVE EXISTING PIPING 15. INSTALL WING TYPE HEADWALL 16. REGRADE SLOPES TO INLET AND OUTLET 17. RESET/PLACE RIPRAP AT INLET & ON SLOPE ABOVE INLET. 18. PLACE TOPSOIL AS SPECIFIED. 19. PLACE FERTILIZER, LIME AND SEED AT RATES SPECIFIED IN SEEDING SCHEDULE. 20. PLACE TEMPORARY EROSION CONTROL BLANKETS AS NECESSARY TO CONTROL EROSION 21. INSPECT THE DRAINAGE SYSTEM AND CLEAN AS NEEDED. 22. AFTER SITE IS STABILIZED REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS (E.G. GEOTEXTILE SILT FENCES). 23. IN SPRING RESEED ALL DISTURBED AREAS ACCORDING TO SEEDING SCHEDULE. REV. 1 DATE EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTUCTION. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS SHALL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", 2002 AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTANED AND UPGRADED AS REQUIRED TO ACHEIVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE ENGINEER OR THE AGENTS OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) AT NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL SILT FENCING RETAINING SEDIMENT TO A DEPTH OF 12 INCHES OR MORE SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5. THE CONTRACTOR SHALL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF THIS CONTRACT. DUST CONTROL MEASURES SHALL INCLUDE, BUT IS NOT LIMITED TO SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS AND THE SPREADING OF CALCIUM CHLORIDE AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR OR ITS AGENTS ON THE SUBGRADE OR IN OTHER AREAS OF THE PROJECT UNDER CONSTRUCTION FOR THE PURPOSE OF ALLAYING DUST CONDITIONS. THE CONTRACTOR SHALL CONTOL DUST TO PREVENT A HAZARD TO TRAFFIC ON ROADWAYS. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. 8. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 9. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND OUTLET OF PUMPS. FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN OF SOUTH WINDSOR PRIOR TO CONSTRUCTION. 10. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME INTO CONTACT WITH THE GROUND. EROSION CONTOL SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR STAFF. 2. THE LIMITS OF CLEARING AND WORK AREA SHALL BE STKED OUT BY QUALIFIED SURVEY PERSONNEL. 3. PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AS DEPICTED ON THE PLANS. 4. CLEAR AND GRUB AREAS TO BE GRADED AS DEPICTED ON THE PLANS. DO NOT GRUB AREAS WHERE GRADING WILL BE DELAYED 30 OR MORE DAYS. 5. GRADING AND SITE CONSTRUCTION MAY BEGIN AT THIS TIME, SEE EROSION AND SEDIMENTATION CONTROL NOTES. 6. SILT FENCES SHALL BE INSPECTED REGULARLY AND PROMPTLY REPAIRED OR REPLACED AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. 7. WHEN AN AREA TO BE LANDSCAPED REACHES FINAL GRADE, IT SHALL BE LOAMED AND SEEDED, OR MULCHED IF FINAL LANDSCAPING IS NOT INSTALLED AT THIS TIME. 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED AND COLLECTED SEDIMENT PROPERLY DISPOSED OF WHEN NO LONGER REQUIRED ONLY AFTER CERTIFICATION BY THE ENGINEER. ESTIMATED PROJECT START DATE FOR CONSTRUCTION: OCTOBER 2003 NOT TO SCALE OPERATIONS AND MAINTENANCE SCHEDULE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SYSTEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL SHOWN ON THE PLANS. IN ACCORDANCE WITH EPA REGULATIONS AND THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL (2002) AS AMMENDED, THE CONTRACTOR MUST SIGN A CERTIFICATION TO VERIFY THAT A PLAN HAS BEEN PREPARED AND THAT PERMIT REGULATIONS ARE UNDERSTOOD. 2. THE ON -SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT. THE MEASURES SHALL BE PROMPTLY REPAIRED AND/OR REPLACED AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. RECORDS OF THE INSPECTIONS WILL BE PREPARED AND MAINTAINED ON -SITE BY THE CONTRACTOR. 3. CALCIUM CHLORIDE SHALL BE SPREAD AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR ON THE SUBGRADE OR IN OTHER AREAS OF THE PROJECT UNDER CONSTRUCTION, FOR THE PURPOSE OF ALLAYING DUST CONDITIONS. 4. EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SECURELY STABILIZED. AFTER REMOVAL OF STRUCTURES, DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS NECESSARY. PERMANENT MEASURES: 1. INLET HEADWALL AND OUTLET ENDWALL, IMPACT BASIN AND RIPRAP ARE TO BE INSPECTED AND CLEANED OF SEDIMENT AND DEBRIS AS NEEDED FOLLLOWING CONSTRUCTION OF THE SITE. SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 450 POUNDS PER ACRE OR 10.3 POUNDS PER 1,000 SQ.FT. USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE REQUIRED TO MAINTAIN A SOIL pH LEVEL BETWEEN pH6-pH7 (SOIL TEST REQUIRED). VEGATIVE COVER USE THE FOLLOWING MIXTURE: CROWN VETCH 20% PERENIAL RYE 80% APPLY 5 POUNDS PER 1,000 SQ. FT. OR 200 POUNDS PER ACRE. CATCH FLOW FINISH GRADE 3/ 0 2x4 WOODEN STAKES DRIVEN MIN. OF 12"(0.30m) INTO THE GROUND WOODEN LATERAL CROSS BRACES AS NEEDED FILTER FABRIC FLOW ITE: T FENCE SHALL CONFORM THE REQUIREMENTS SHOWN I FILTER FABRIC FENCE DETAIL 6"(0.15m) MINIMUM BELOW GRADE SILT FENCE AT CATCH BASINS DESIGNER: T. LAPIENE Raw" W ffVfr'hW "F•J 8dft WHr ` r IrNDNe Ie DRAFTER: ��ti 1540 SULLIVAN AVE, SOUTH WINDSOR CT 06074 T. LAPIENE °Sa�.c_aN (860)644-2511 / FAX (860)644-3781 CHECKED BY: DESCRIPTION ISHEET.NO J. DOOLITTLE REVISIONS 1 METER= 3.28083333 U.S. SURVEY FEET DATE CHECKED: 08-15-03 ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT APPROVED BY: J. DOOLITTLE DATE: 08-15-03 PROJECT TITLE: FLOW TRENCH CUT_ 6' TO 8' DEEF 6" TO B' WIDE FILTER FABRIC FOLD FABRIC UP SLOPE 1. SET POSTS AND EXCAVATE A 6" X 5" TRENCH, SET POST DOWNSLOPE. WARE FENCING 2'X4'X5' STAKES DRIVEN INTO GRADE 12" MIN., SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH B". COMPACTED BACKF 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' PLAN NOTES. 1. INSTALL SILT FENCE k WOOD STAKES AS RECOMMENDED BY MANUFACTURER. 2, SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING do STEEL POSTS (0.5 POUNDS STEELAIN.FT.) 42"(1.05m) HIGH WIRE FENCE, 14GA. MIN. 6"x6' MAX. MESH SPACING THE MINIMUM POST LENGTH SHALL BE 5'-O'(1.50m) 3. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: FILTERING EFFICIENCY 75% (MIN.) TENSILE STRENGTH AT EXTRA STRENGTH 20% (MAX.) ELONGATION 50 LBS./LIN.IN. STANDARD STRENGTH 30 LBS./UN.IN. (MIN.) FLOW RATE 0.3 GAL./SQ.FT./MIN. (MIN.) TYPICAL FILTER FABRIC FENCE FOR EROSION CONTROL NOT TO SCALE EARTH OR CB GRATE STONE ANCHOR FILTER FABRIC PILE FILTER FABRIC CB TOP SUBGRADE SUBGRADE NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC \ REPLACE GRATE TAKING CARE / NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL NOT TO SCALE LAWRENCE ROAD DRAINAGE CADD E&S 99803.DWG I PLOTTED 11�1111'!! SOUTH WINDSOR DRAWING TITLE: EROSION & SEDIMENT CONTROL PLAN PROJECT NO.: 03-811 DRAWING NO.: ESC - 1 NUS: 4OF4 LAP IN DIRECTI OF TRAFFIC 1905 TYPICAL POST SPAC DIRECTION OF TRAFFIC —W150x13 POST (TYP.) —OGIRm 6Qj,1 Tm x 360 mm ZLAP IN DIRECTION DIRECTION OF TRAFFIC OF TRAFFIC PLAN PAY LIMIT MD-8 PAY LIMIT METAL BEAM RAIL (TYPE MD—R 350) �• END ANCHORAGE OR IMPACT W—BEAM RAIL ELEMENT TYPICAL RAIL MOUNTING ATTENUATOR %—SEE DETAIL A ELEVATION METAL BEAM RAIL DETAIL (TYPE MD—B 350) 1905 METAL BEAM RAIL WITH MULTIPLE BLOCKOUTS TO AVOID UNDERGROUND OR LOW PROFILE OBSTRUCTION —W150x13 POST (TYP.) 1905 A TYPICAL POST SPACING SLAP IN DIRECTION OF TRAFFIC PLAN A DIRECTION OF TRAFFIC RAIL HEIGHT 6MEASURED FROM TOP OF PAVEMENT AL RAIL MOUNTING ,ETAIL A PAY LIMIT R— PAY LIMIT METAL BEAM RAIL (TYPE R—B END ANCHORA 0RTENU A T �—W—BEAM RAIL ELEMENT TYPICAL RAIL MOUNTING SEE DETAIL A ELEVATION METAL BEAM RAIL DETAIL (TYPE R—B 350) X T. LAPIENE RAIL HEIGHT 6MEASURED FROM TOP OF PAVEMENT DRAFTER: T. LAPIENE CHECKED BY: REV. DATE DESCRIPTION SHEET.NO J. DOOLITTLE REVISIONS DATE CHECKED: 12-02-02 nnOT H SECTION B—B NOTE: REFER TO DESIGN PLANS FOR PROPSED PLACEMENT OF GUIDERAIL IN THE MEDIAN. 2 BLOCKOU 706 TOP OF PAVEMENT 16 mm POST BOLT. 455 mm LONG -W150x13 POST [----610 MI STANDAR GUIDERAI 63 1• 1200 UNDERGROUND OR LOW H PROFILE OBSTRUCTION SECTION C—C MULTIPLE BLOCKOUTS MAY BE USED TO AVOID UNDERGROUND OR LOW PROFILE OBSTRUCTION SEE NOTES 6 AND 7. OFFSET MA VARY SEE NOTE 9 706 TOP OF — PAVEMENT -W150x13 POST —610 MI 730 EDGE OF --/ I I 1100 PAVEMENT u SECTION A —A WITHOUT CURBING qk loop mr4 113NOIN3333RING D33]P"TWMNW 15Q SUWVAN AVE. SOUTH WINDSOR CT 06074 .-c_ (860)644-2511 / FAX (860)644-3781 ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT APPROVED BY: J. DOOLITTLE DATE: 12-02-02 706 TOP OF — PAVEMENT GENERAL NOTES: 1. DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS NOTED OTHERWISE. 2. SEE MISCELLANEOUS CONNECTICUT DETAIL FOR METAL BEAM RAIL HARDWARE ELEMENTS. 3. MAXIMUM DESIGN DEFLECTION FOR R—B 350 AND MD—B 350 GUIDERAIL AT THE STANDARD POST SPACING OF 1905 mm IS 1305 mm. DEFLECTION REQUIREMENT IS MEASURED FROM THE BACK OF POST TO THE FACE OF OBSTRUCTION. 4. FOR CURVES WITH RADII OF 45 m OR LESS, ALL RAIL MEMBERS SHALL BE SHOP FABRICATED TO THE PROPER RADIUS AND GALVANIZED AFTER FABRICATION. 5. RAIL HEIGHT WITH CURBING SHALL BE MEASURED FROM THE TOP OF PAVEMENT. FACE OF RAIL LEMENT SHALL BE PLACED FLUSH WITH THE FACE OF CURBING. ON HIGH SPEED ROADWAYS 80 kph), 100 mm CURBING SHALL BE USED IN CONJUNCTION WITH GUIDERAIL. ON LOW SPEED ROADWAYS( 80 kph), 150 mm CURBING MAY BE USED IN CONJUNCTION WITH GUIDERAIL. 6. THREE BLOCKOUTS MAY BE USED WITH DESIGN APPROVAL FOR ONE POST ONLY. TWO BLOCKOUTS MAY BE USED FOR A SERIES OF POSTS. 7, COST OF ADDITIONAL BLOCKOUTS AND LONGER BOLTS SHALL BE INCLUDED IN THE BID PRICE PER METER OF GUIDERAIL. 8. COR 10 POST WHEN SPECIFIED SHALL BE GALVANIZED A MINIMUM OF 1.3 m TO ALLOW FOR 25 mm EXPOSED GALVANIZED COATING ABOVE THE GROUND. 9. GUIDERAIL MAY BE PLACED 305 mm OR MORE FROM THE EDGE OF PAVEMENT ONLY ON SLOPES 1:10 OR FLATTER WITHOUT CURBING. IF THE RAIL IS INSTALLED WITHIN 610 mm OF THE EDGE OF PAVEMENT, THE RAIL HEIGHT IS MEASURED FROM THE SHOULDER SLOPE EXTENDED TO THE RAIL. IF THE RAIL IS INSTALLED BEYOND 610 mm FROM THE EDGE OF PAVEMENT, THE RAIL HEIGHT IS MEASURED FROM THE GROUND DIRECTLY BELOW THE RAIL. RAIL ELEME W15OX13-- SSSTTTEEL POST 1�IVI�UTOWA ° 0 BLOCKOU-T- 0 0 -W150x13 POST r+-610 MI 630 I 1� ° 0 DETAIL A RAIL MOUNTING SEE NOTE I 1200 "114 u SECTION A —A WITH CURBING SEE NOTE 5. 25 mm MIN. EXPOSED GALVANIZED COATING REQUIRED FOR COR 10 POSTS. SEE NOTE 8. PROJECT TITLE: LAWRENCE ROAD DRAINAGE CADD mbrrbmdbm.dw9 PLOTTED �-- 610 MIN--�{ H 1 SECTION A —A SIDEWALK APPLICATION TOWN: Revised: 9 / 11 / 00 SOUTH WINDSOR DRAWNG TITLE: MISCELLANEOUS CONNECTICUT DETAIL METAL BEAM RAIL (TYPE R-B 350) & (TYPE MD-B 350) PROJECT NO.: 03-811 DRAWING NO.: MBR-1 SHEET NO.: MBR-1 DELINEATOR NOTES 33+3 1 17 32 33+0 8�r-r50--� � 17 32 33+0 8 — 254 248 � 17 R� 32 GENERAL NOTE, O 8 �� 35 _7- 43 —►I 17O F 1. DELINEATORS SHALL BE FORMED OF 2.0 nn POLY -CARBONATE OR 2.0 MM 2 SHEET ALUMINUM IN CONFORMANCE WITH M.18.13. 1. ALL DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS I 16 I I I I I I I I 17 16 I I I I I I I (III 2. REFLECTIVE SHEETING SHALL CONFORM TO M.18.09.02 REFLECTIVE BRIGHT WIDE NOTED OTHERWISE. I I I ANGLE RETROREFLECTIVE SHEETING. 3, DELINEATORS SHALL BE INSTALLED ON THE POST CLOSEST TO THE DESIGNATED 2. NEW R-B 350 GUIDERAIL INCLUDING SYSTEMS, X 2 f�'lI„I 16 I'1f`1 X 24 t''1M SPACING. 16 mm x 24 r� t24 mm DIA. X 2 mm 16 mm x 24 m 24 mm DIA. DUAL SHOULDER P mmDIA. x 2 mm 4, REFLECTIVE SHEETING SHALL BE WHITE ExCEPT ON THE LEFT SIDE OF DIVIDED ANCHORS AND TRANSITIONS INSTALLED ON LIMITED OVAL SHOULDER DEEP RECESS ONE OVAL SHOULDER DEEP RECESS ONE OR BOTH SIDES OR BOTH SIDES DEEP RECESS ONE STREETS, HIGHWAYS, RAMPS, AND ONE WAY ROADS IN THE DIRECTION OF TRAVEL ACCESS HIGHWAYS AND RAMPS SHALL USE OR BOTH SIDES WHEN IT SHALL BE YELLOW, CLASS B TYPE II (10 GAUGE) W-BEAM RAIL ELEMENTS, B U T T❑ N H E A D BOLT H E /� N U T 5. ONLY REFLECTORIZE RAIL THAT IS PARALLEL TO AND NOT GREATER THAN 1.8 BUTT ❑NHEAD BOLT HEX NUT BUTT ❑NHEAD BOLT HEX NUT METERS FROM THE EDGE OF THE ROADWAY. A MINIMUM OF THREE DELINEATORS 3. WHEN CORE 10 POSTS ARE SPECIFIED, 1.3 ri MIN. MUST BE INSTALLED ON ANY RUN OF RAIL. SHALL BE GALVANIZED IN ACCORDANCE WITH NOTE AFTER GALVANIZING, THE NUT SHALL BE NOTEi AFTER GALVANIZING, THE NUT SHALL BE NOTEi AFTER GALVANIZING, THE NUT SHALL BE FREE RUNNING ON DELINEATOR SPACINGS REFLECTIVE SHEETIN � ASTM A-123. THE GALVANIZED COATING SHALL REMAIN FREE RUNNING ON THE BOLT, FREE RUNNING ON THE BOLT, THE BOLT, UNTHREADED PORTION NOT TO EXCEED 170 mm. I-- EXPOSED A MINIMUM OF 25 mm AFTER INSTALLATION. RADIUS 90 rn SPACE EVERY 15 r� 127 M SPLICE BOLT AND POST BOLT AN.D NUT DETAIL POST BOLT AND NUT DETAIL FOR RADIUS < 90 r, - SPACE EVERY 8 r► s7 W BEA �{ NUT DETAIL FOR R—B 350 SYSTEM 6 RUBRAIL R—B 350 & MD—B 350 GUIDERAIL DELINEATOR DETAIL 13 rim RADIUS ALL EXTERIOR CORNERS 13 RADIUS ALL EXTERIOR CORNERS 10 200 1p 200 413 222 F-4-16 e--190 +---190 16 f925. 925, 10^ BEV L 10^ BEV IL t Sz�, 10$ 1o�r--�—�52 0� _ �0 5 roe 10 ,oe 10A PLAN PLAN D�AMHOLE Ti 10 52 150 1 0 241 8 100 150 + + � � � � R 2 2 2s s a ioo i o SYMMETRICA ABOUT 24 506 + + � + 4 W SECTION Z 25 � 30 \ + $ � $ ) 14 312 24 ) � D�A�HO E 360 R 2 � � A5 q 360 Lg0 00� 3 -36� 8 83 > �j 4 33 30T > 00 SLOT 2 I I � � 150 RAIL SPLICE BOLT SLOTS POST BOLT4.-36a -' 24 mm x 30 mm (TYP.) 20 MM x 65 Mro (TYP.) 81 END VIEW ❑F AND VIEW OF �lso� ISOMETRIC TRANSITION TRANSITION 30 ISOMETRIC DRILLED20 mm HOLE 20 MM DIA, TYPICAL THRIE—BEAM RAIL ELEMENT TYPICAL THRIE—BEAM TRANSITION ELEMENT DRILLED HOLE ELEVATION WITH BEAM CLASS B, TYPE II CLASS B, TYPE II ELEVATION R—B 350 THRIE—BEAM P❑LYETHYENE POLYETHYLENE BLOCKOUT DETAIL BLACKOUT DETAIL ® 75 MI —sj 102 100 1 \ 5.84 4.32 10 6.5 6.84 TYP. 24 R 6 1 8.08 TYP. SYMMETRICAL 14 I 5.5 ABOUT 312 30 30 30 > R 2 30 -203ej 30 30 �150- j 30 ---"- > 24 mm x 30 mm TERMINAL DIRECTION W-BEAM R SPLICE BELT ELEMENT 1vo 1 0 1 0 1 0 ELEMENT SLOT (TYP) 1 ❑F PLAN T 500 530 500 530 -27 TRAFFI C j 8 e LAP IN DIRECTION [IF TRAFFIC2 90 2 90 1830 1830 312 410 NOTE; ALL DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES 318 mm LAP � U SECTION T H R U SPLICE BOL 24 108 5 "20 TYP, 020 TY . - 20 TYP. Ps20 TY . 8 PER JOINT 5 108 HOLES FOR W B HOLES FOR RUBRAIL HOLES FOR RUBRAIL RUBRAIL USED WITH USED WITH TRANSITION RUBRAIL USED WITH LES FOR W-BEAM RAIL ELEMENT DETAILL__21 USED WITH TRANSITION TRANSITION TO TO SAFETY SHAPE TRANSITION TO 50 19 TO SAFETY SHAPE VERTICAL SHAPE PARAPET VERTICAL SHAPE 413 1 PARAPET PARAPET 360 +PARAPET 16 3810 TY 16312 312 > + ELEVATION FRONT SIDE BACK FRONT SIDE BACK 31 L2 > BLOCKOUT NOTEi THIS END SECTION IS NOT CRASH WORTHY, IT IS INTENDED FOR USE PRIMARILY ON LOW SPEED ROADWAYS, DRIVEWAY NOTE, THIS POST IS FOR USE WITH TRANSITIONS TO VERTICAL OR NOTE, W150x14 POSTS MAY BE USED IN PLACE OF W150x13 POSTS, 155. 24 ENTRANCES, OR PARKING LOTS WHERE IT CAN NOT BE HIT. SAFETY SHAPE PARAPETS AT POST ONE AND TWO AND SYSTEM 6. 1 BOLT PER POST Lp INSTALL POST USING THE FRONT OR THE BACK DEPENDING ON NEED, THIS POST IS FOR USE WITH STANDARD R-B 350 OR MD-B 350 AND POSTS 3 THRU 8 OR 9 IN TRANSITIONS TO SAFTTY OR VERTICAL 5 108 10 t-1��-- 58 > SHAPE PARAPETS, INSTALL POST USING THE FRONT OR THE BACK 5 F 21 21 SIDE LAP R—B TERMINAL SECTION ENDING ON NEED. 24 mm x 30 min 19 mm x 64 mm SPLICE BOLT SLOTS POST BOLT SLOTS SYMMETRICAL ABOUT > FOR MEDIAN BARRIER INSTALLATION CLASS A TYPE 11 BOLT HOLE SPACING DETAIL_ BOLT HOLE SPACING . DETAIL_ TYPICAL_ W—BEAM RAIL_ ELEMENT FOR W200x19 UNIFORM POST FOR W150x13 UNIF ORM POST CLASS A) TYPE 11 LAP DETAIL (SEE NOTE 3 FOR CORE 10 APPLICATION,) (SEE NOTE 3 FOR CORE lU APPLICATION.) (SEE NOTE 2 FOR 10 GAUGE APPLICATION,) Revised Date, 6 /21/ 00 N 0 T TO SCALE pESIGNERT. LAPIENE .�• .��`q TOWN OIP SOUTH ��SOR r ���' �►EP =s, +y 1540 SUWVAN AVE, SOUTH WINDSOR CT 06074 �'' (860)644-2511 / FAX (860)644-3781 PROJECT TITLE: LAWRENCE ROAD DRAINAGE TOWN: SOUTH WI N D S O R PROJECT Nn 03-811 DRAFTER: T. LAPIENE DRAWING NO. M F R — Z DRAWING TITLE: MISCELLANEOUS C❑NNECTICUT DETAIL METAL BEAM RAIL HARDWARE CHECKED BY: a DOOUTiLE DATE CHECKED: 12-02-02 ENGINEER: SOUTH WNDSOR ENGINEERING DEPARTMENT NO,: MBR-'2 APPROVED BY: J. DOOUTTIE DATE: 12-02-02 RFv y----- f1ATF DESCRIPTION SHEET.NO CARD mbrhardm.dwg PLOTTED 12-02-02 REVISIONS VARIES WORKING POINT 6816 x 76 x 6 PLATES 8 — 19 mm DIA. RODS OR BOLTS — W/21 mm DIA. HOLES 455 mm LONG WITH NUTS AND GALVANIZED NOT WASHERS, ROD OR BOLT REQUIRED ON NOT TO PROTRUDE OVER BOTTOM PLATE TOP OF RAIL. MATCH WITH GROUND S OPE (FOR PRECAST USE 1:5� EDGE OF 12 2 z PAVEMENT TYPICAL— — 1 12 E E 1120 11 Ln rn T� # 10 REBAR 455 Q CLASS "A" CONCRETE �--- 94 76 mm MIN. COVER TYPICAL DETAIL A �_,A6A IALLT�RUNUERGROUM6)T SHOULDER APPLICATION END ANCHORAGE SEE DETAIL A $T,ASITE DE 0"�AIL WORKING POINT 10-25 mm DIA, HOLES, 76 mm C—C IN RAIL ELEMENT FOR 8-19BOLTSD(TWO EXTRA HOLES ARE ARE FOR POSITIONING) W-BEAM TERMINAL ELE CENTER OF TOP PLAN 8 — 19 m DIA. RODS OR THESE TWO RODS OR BOLTS -ROM WORKING TWISTED RAIL BOLTS — 455 mm LONG WITH NUTS AND WASHERS. ROD OR BOLT NOT TO F PROTRUDE OVER TOP OF WORKING POINT RAIL. 39 31 2 5Z —I �— 68 x 76 x 6 PLATES W�21 mm DIA. HOLES II GALVANIZING NOT II REQUIRED ON 914 BOTTOM PLATE 76 mm MIN. I COVER 457 — I — _ #10 REBAR /- SHOULDER BREAK 1372 EDGE OF ROA OFFSET DISTANCE MAY V I 7165 APRROX. OFFSET DIMENSIONS AS SHOWN FOR R—B 350 TRAILING END ANCHORAGE ONLY. LEADING END ANCHORAGE OUTSIDE ZONE AS APPLICATIONS. NGINEER. REFER TO 1996 AASHTO ROADSIDEDESIGN THE FOR CLEAR ZONE PLAN PAY LIMIT R-B END ANCHORAGE (TYPE 1) M A C- n n oT nc TUC A r.irunR 1 WITH SMUU I H 51utb R—B END ANCHORAGE TYPE (SHOULDER' APPLICATION) REV DATE DESCRIPTION ISHEET.NO REVISIONS PAY LIMIT R—B 350 GUIDERAIL 706 NOT TO SCALE DETAIL B W-BEAM TERMINAL ELEMENT (PARTIALLY UNDERGROUND) MEDIAN APPLICATION END ANCHORAGE SEE DETAIL B. WORKING POINT METAL BEAM RAIL (TWISTED 900) 4128 40 PLAN B-25 mm DIA. HOLES IN VALLEY 76 mm C.C. FOR 19 mm HEX. HEAD BOLTS W/NUTS AND FLAT WASHERS (USE FLAT WASHERS ON BOTH SIDES) 3963 PAY LIMIT MD-B END ANCHORAGE ( TYPE I ) ( LAST POST SHALL BE PAID FOR AS PART OF THE ANCHOR) W150 X 13 POST a a EXCAVATE AND BACKFILL PRECAST OR CAST —IN —PLACE WITH SMOOTH SIDES ELEVATION MD-13 END ANCHORAGE TYPE (MEDIAN APPLICATION DESIGNERT. LAPIENE •t,4 0001 q lr0wN or riouvla ► r"801R DRAFTER: s� ��~ 1540 SUWVAN AVE, SOUTH WINDSOR CT 06074 T. LAPIENE "�« �'' (86O)644-2511 / FAX (860)644-3781 CHECKED BY: ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT J. DOOIJTTLE APPROVED BY: J. DOOLITTLE DATE: 12-02-02 DATE CHECKED: 12-02-02 _ GENERAL NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS (mm) UNLESS OTHERWISE NOTED. 2. SEE STANDARD SHEET M1205-A FOR OBJECT MARKER DETAILS. 3. TYPE II END ANCHORS SHALL USE A 12 GAUGE TERMINAL ELEMENT AND W-BEAM RAIL ELEMENT. R-B END ANCHORAGE TYPE I INSTALLED ON LIMITED ACCESS HIGHWAYS AND RAMPS SHALL USE A 10 GAUGE TERMINAL ELEMENT AND W-BEAM RAIL ELEMENTS. IN ALL OTHER LOCATIONS END -ANCHORAGE TYPE I SHALL USE 12 GAUGE TERMINAL ELEMENT AND W-BEAM RAIL ELEMENTS . 4. END ANCHORAGE TYPE II MAY ONLY BE USED WHEN THE RAIL IS TURNED AND EXTENDED INTO A DRIVEWAY, ON ROADS WITH DESIGN SPEEDS OF 65 KPH OR LESS, OR AS DIRECTED BY THE ENGINEER IN A LOCATION WHERE IT CAN NOT BE HIT. ALL OTHER R—B OR MD—B END ANCHORAGES SHALL BE TYPE I. WHERE DEEMED APPROPRIATE, PROPRIETARY CRASH -WORTHY END TREATMENTS MAY BE USED. 5.OTHER RADII WHICH CAN BE DEMONSTRATED TO PROVIDE THE INSTALLATIONS SHOWN FOR END ANCHORAGE TYPE II MAY BE APPROVED. POST BOLT SLOT 19 x 64 , OBJECT MARKER SEE NOTE 2 1 711 (TYP) OBJECT MARKE SEE NOTE 2 PAY LIMIT MD-B 350 1 GUIDERAIL 0 T T- 706 PROJECT TITLE: 1067± R=6096 SPLICE E ^' T r" /lT 7 --1 159 I-- 311 155.5 5 108 108 DETAIL C W-BEAM TERMINAL ELEMENT SEE NOTE 3 3048± R=6096 DETAIL D SHOP CURVED RAIL SEE NOTE 5 W-BEAM TERMINAL ELEMENT ( PARTIALLY UNDERGROUND ) WORKING POINT END ANCHORAGE SEE DETAIL A. r3353 APPROX. PAY LIMIT END ANCHORAGE ( TYPE 11 PAY LIMIT R—B 350 ( LAST POST SHALL BE PAID FOR AS PART OF THE ANCHOR ) GUIDERAIL SHOP ('I)RVFI) RAH WITH SMOOTH SIDES ELEVATION R-B END ANCHORAGE TYPE II SEE NOTE 4 LAWRENCE ROAD DRAINAGE CADD mbrendl m.dw9 PLOTTED T 7a6 W150 X 13 POST REVISED 8/24/00 TOWN: NKUJLG I NU.: SOUTH WINDSOR 03-811 DRAWING NO.: - DRAWING TITLE: M B R 3 MISCELLANEOUS CONNECTICUT DETAIL R-B END ANCHORAGE TYPE I & II SHEET NO.: MD-B END ANCHORAGE TYPE I MBR--3 0 N 0 0 N N N T U J w 0 1-11 a L0 0 0 N U N U n J 0 w 11 AWR \CE ROAD PROJECT NO. 03 AI r-\ c n R A C H A p T F 0 R U 1000 0 V1 n1 1'o0o 2000 3000 I E ! J I\ I1 inch — 1000 ft. TOWN SOUTH �T7 DRAINAGE 811 W f\ DSO: CONNECTICUT PROJECT LOCATION INDEX SHEET NO. EET/ LOCATION MAP PROFILE 2 PLAN 3 4 \ND SEDIMENT CONTROL 5 OWNER/APPLICANT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. (860) 644-2511 M ATTH EW GALLI GAN TOWN MANAGER M I CH AEL J. GAN TI CK, P.E. DIRECTOR OF PUBLIC WORKS JEFFREY DOOLITTLE, P.E. TOWN ENGINEER REV.: 12-27-04 DATE: 04-05-04 SHEET NO. 1 U LL rfi O N O O N N N O to x N m 3 ,J Oa I O rT 70 3 I 0 / U) O O N U O a J / 3 12/2, 2 07/0' 1 REV. DATE PROPERTY LINE IS CENTERLINE N 4944.573 OF STREAM AND EXISTING PIPE E 4925.899�` EDGE OF WATERCOURSE WETLANDS BOUNDARY FROM INLAND WETLANDS AND WATERCOURSES MAP -_ SOUTH WINDSOR, CT N/F TOWN OF SOUTH WINDSOR 330- VOL 825 PG 212 M117 B44 354 DART HILL RD 0+00 N 4938.379 ` FLAG W.L 5 E 4949.788 1� XJy \ `\` INV. 18"R.C.; F -Z 2t3l : N/F SANDBERG, JOHN F VOL 1385 VOL 334 M117 B90 139 LAWRENCE RD N 4993.221 E 4934.671 STA. 0+81.81, 36.26 L, N 4961.656, E 4954.029 INV. EX. 24"CMP=326.42't N 4995.537 E 4964.613 WATER MAIN GAS MAIN STREET LINEGVL _ \ / / BIT. - - - - - - - --- \ ----------- EX. TYPE "C-L" C.B. \ \\ pk T.F=334.90't \ \\ SSP�,yg►[,1k \+00 1+57.04 0 -__ _-----_ - Y-------_-- «c--------=r------------ ,gg------- BENCHMARK -----'---`_ -- --- STA. ------- ------------------------------------ EX.TYPE"C" C.B. 16 T.F.= 334.52' INV. N=328.32't 18"RCP S.M.H. T.F=335.45 - - - - -- _ - \� �� INV. W=325.69't 36"RCP N 44 \ INV. E=321 36"RCP �a c SUMP=324.99't 335 --- -- ------------CP --- yi'"TR -- - 'I-_----- j� - 42=I6 335 �Olyg - _ STREET LINE - 99 IN 494-4.731 E 50 6088 i 1" \� - -- N 5020.987 24"OAK 1 I / / \ \ - E 5011.590 \\ \\ \ 15"MAPLE E/ N/F LESURE, JEAN ELLEN & 24"MAPLY 12" PIRH i\\ // \\ / INV. 36"RCP=324.47't JEANETTE LOU 20"MAPLE I 1 i / / / / / STA. 1+07.19, 39.33 R / I I / / N 4992799, E 5027.329 VOL 676 PG 7 M117 83 9 CLIFFWOOD DR EXISTING DRAINAGE R.O.W. r/ N 4978.128 E 5064.434 8' TREE 1 1 t EXISTING CONDITIONS - - - - - - - - - - - - - - - - - - - - --- - - - - --r - - - - - - - --- - - - - --------------------------- r I I 334 I I I I ! I I I A A I I II II I I II II II II II II I I I I I I 332 II II I I - GAS MAIN (APPROX.- �1 I 8"-WA R MAIN_ - - - - i8" RCP I� -1y � I i- I I I\\� ---- I I --i--t ---- c---- - - - -------- 330 ITARY MAIN W _-_ ----- f -- --- __�� PVC SA _ ITARY ; I I 1 Tg"PVC I 1 1 SA ---- - _--_ --r I I 1 --_ 8" -- _-1 I ------- 1 I -lie 328 I I I I J IIIII I I I I I I I I I I I I 36 ?4•R III III R�'Pli I III r 7 II I I IIII� 1111 Ij I I I I / I III II ` 326 J��II I II I II I lyl 324 322 320 N N m m In N m m In IN m m In m m N Vl m m m N m m n N m m .D N m m N n cm m ? In m m N In m m N In m m In In m m N u) m m n I!) a) m m 111 m m N VI m m 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 LAWRENCE ROAD PROFILE ADD CHANGES GIVEN VERBALLY TO CONTRACTOR IN FIELD SCALE: HOR. 1 "=20' CHG. IMPACT BASIN TO ENDWALL W/WWALLS & ENERGY DISSIPATER VERT. 1 "=21 CHANGE C.B. SUMP DESCRIPTION REVISIONS EET.N DESIGNER: T. LAPIENE DRAFTER: T. LAPIENE CHECKED BY- J. DOOLITTLE DATE CHECKED: 12-27-04 PROPERTY LINE IS CENTERLINE N 49"573 OF STREAM AND EXISTING PIPE E 4925899EDGE OF WATERCOURSE N/F SANDBERG, JOHN H. & AIMEE L. TEMPORARY CONS71RUC711ON % - WETLANDS BOUNDARY FROM INLAND VOL 1385 VOL 334 EASEMENT / WETLANDS AND WATERCOURSES MAP M117 B90 SOUTH WINDSOR, cr PROP. 125 S.F. MODIFIED 139 LAWRENCE RD `t RIPRAP TO BE PLACED EXIST. 75 S.F. RIPRAP N/F TOWN OF SOUTH WINDSOR_ �, '� \\ 1 TO BE RESET _ _ \\ \ __ 4993.221 1 VOL 825 PG 212 \ \\ \ \\ E 493467 PROPOSED 1 M117 B44 _ / \- \ WINGTYPE ENDWALL 354 DART HILL RD ____ - \\ \ 1 T.W. ELEV. IL) 331.09t (SEE DETAIL)- 0+00 - \ PROPOSED 4'H CHAINLINK FENCE N 493&379 �\ \ \ PROP. 24" RCP INV=326.42't W.L FLAG il15 X E 4949'788 �\ I STA. 0+81.81, 36.26 1, N 4961.656, E 4954.029 _ \\ INV. EX. 24"CMP=326.42'f INV.�18 R.(,"'FE. 3EfI,44'f _ - 1 1 1 1 1I 460 S.F. t TO BE GRADED TO \ \� �-'--- 1 •* PROVIDE 2:1 SLOPES Q_------ �\ \ .� - ^ t I 1 � ALL DISTURBED AREAS N 4995.537 TO BE LOAMED AND SEEDED E 4964.613 T -- -- ---�� --7-•C--- ---- \ \3 / ! 1 WATER MAIN - - - �i•7�'L --�^ �---� / _--- \-� 24t I GAS MAIN _ - STREET LINE -_ BIT. -- PROPOSED GUIDE RAIL \ GVL - GVL TYPE AND LOCATION c0� _ _ _ OX _ \ �OJ TO BE DETERMINED --------- -------------------- \ EX. TYPE 'C-L" C.B. \ T.F.=334.9l \ ---- ----- ---------------- S.�p.�y � kggg. E BENCHMARK PROPOSED GUIDE RAIL _ - - - S.M.H. T.F.�335.45' TYPE AND LOCATION - TO BE DETERMINED i PROPOSED 24"RCP f 54 LF. S=1.57X 335 - - - - - 1 - _ gND-PHOP. B.C.LC.-- --� - w­TR --- pO29 I c��09g E 5016.088 i �/ 4" E 24"OAK 1 ;� oW N JF� o• ;VRr W I -11-Mo oR' EJ�J'0*1100E�E�R�Ir��G� DEJPART1 111, r1MINT1 1540 SULLIVAN AVE, SOUTH WINDSOR CT 06074 (860)644-2511 / FAX (860)644-3781 ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT APPROVED BY.- J. DOOLITTLE DATE: 04-05-04 /j- EXIST. 24'CMP/36"RCP l,1 / TO BE REMOVED 1+57.04�� k - - - - - - - - - - - - - - - - - - - - - - - - - EX.TYPE"C" C.B. PROPOSED TYPE "C" C.B. T.F. 334.52' DOUBLE GRATE TYPE II 0 INV. N=328.32t 18"RCP INV. W=325.69't 36"RCP STA. 1+06.48, 14.95 R \ _ INV. E=325.26't 36"RCP N 4990.196. E 5003.81 T.F.=334.52' MATCH EXISTING a 6� SUMP=324.99't INV. N=328.32'1 18"_RCP - - -- A. ---It$ Mcpm"klMP-.;9 INV. W=325.57' 24"RCP - i -�P -- INV. E=324.76't 36"RCP 90 SUMP=323 °j > 15"MAPLE 7� N/F LESURE, JEAN ELLEN & 1i �E�E JEANETTE LOU za"NAPE7?"% 20"MAPLE i� PHVOL 676 PG7M117 B3 9 CLIFFWOOD DR EXISTING DRAINAGE R.O.W. \ 1 Q PLACE INTERMEDIATE AND MODIFIED FIELD AS D BY �UPPER RIPRAP IN J.DOOLITTLE. TWO BASINS `�� BASIN VOIDS TO BE FILLED IN KITH / MODIFIED RIPRAP N 4978.128 p E 5064.434 t , 334 332 330 328 328 324 kTFI D922A1 SLSV mll - _ --- STREET LINE PROP. B.C.LC. MATCH EXIST. BANK N 5020.987 -- E 5011.590 - TREES TO BE REMOVED -- (APPROX LOCATION) EX BIT. PAVEMENT .i---- 330 TO BE REMOVED P SLOPE TO BE FILLED TO PROVIDE Q 5' ROAD SHOULDER AND 2:1 SIDESLNTOiCED A 3 � =3.43X � 5=1.10X EX. 36' RCP 23 LF. �' S=1.26X T��C TO BE REPLACED "RCP=32 STA. 1+ 9.33 R 799,E 5 PROP. 4'H CHAIN LINK FENCE PROPOSED CONCRETE Q 2 WING TYPE ENDWALL T.W. ELEV=327.17't (SEE DETAIL) rrler r oeo,_,,,_cll� TO gE REPLACED 1"TH tE�aerT •�- INV. PERT 1+07. 4. 41. 9 STA: 1+07.24, 41.29 R PR 560 S.F. IFIED PROP. 570 S.F. MODIFIED & N 4993.000, E 5029.278 RIPRAP PLACED OR RESET INTERMEDIATE RIPRAP TO BE PLACED ' WATERCOURSE (305 S.F. WITHIN WATERCOURSE 265 (315 S.F. ON S S.F. ON SLOPES) A TEMPORARY CONSTRUCTION EASEMENT STONE CHECK DAM PROPOSED SILTFENCE EDGE OF WATERCOURSE N 4995.873 E 5069.188 PROPOSED IMPROVEMENTS 0 � a a w \ II I 1 1 II r II I I 1 1 i II i it I I 1 1 1 I it I 1 I 1 II iASS'D EL. I i 1 1 1 II U 11' II WAT �ASS'D EL. I i 1 1 1 1 1 8"PVC A I 1 I SANITARY it 1 1 I MAIN I I 1 r II I I - X_ RCP II I - EX�24" I 1 I 1 0 I I. 24" Rcp1 I 6" RCP \ 1_\ Is �1 I i M In M t7 M M M M 1.1 M M � M 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 WATERCOURSE PROFILE PROJECT TITLE: I TOWN: LAWRENCE ROAD DRAINAGE CADD LAWRENCE.dwg I PLOTTED 04-05-04 SOUTH WINDSOR DRAWING TITLE: PLAN AND PROFILE h'KUJr_U I NU.: 03- 811 DRAWING NO.: PLPR-1 SHEET NO.: 2OF5 U U) PROPERTY LINE IS CENTERLINE ` N 4944.573 OF STREAM AND EXISTING PIPE E 4925.899 EDGE OF WATERCOURSE N/F SANDBERG, JOHN H. 8c AIMEE L. TEMPORARY CONSTRUCTION —, _ WETLANDS BOUNDARY FROM INLAND VOL 1385 VOL 334 EASEMENT WETLANDS AND WATERCOURSES MAP M117 B90 SOUTH WINDSOR, CT PROP. 125 S.F. MODIFIED 139 LAWRENCE RD - _ RIPRAP TO BE PLACED EXIST. 75 S.F. RIPRAP N/F TOWN OF SOUTH WINDSOR �, TO BE RESET 330 - — - ��� N 4993.221 VOL 825 PG 212 PROPOSED E 4934.671 _- CONCRETE \\� \ \\ `� --_-_-_ M117 i� B44 �- WINGG TYPE ENDWALL 354 _ DART HILL R D _ \ I T.W. ELEV.=331.09± (SEE DETAIL) ` 0+00 o o \ PROPOSED 4'H CHAINLINK FENCE N 4938.379 �� PROP. 24" RCP INV.=326.42'± W.L. FLAG #15 X E 4949.788 \ ` I STA. 0+81.81, 36.26 L, N 4961.656, E 4954.029 - `330 - - - \ \ INV. EX. 24"CMP=326.42'± _ _ _ \ INV. 18"R.C'�E.=3'g8.,44'± o � I / \ 460 S.F. ± TO BE GRADED TO \ PROVIDE 2:1 SLOPES \ J I l \ \ ' IM ALL DISTURBED AREAS N 4995.537 TO BE LOAMED AND SEEDED E 4964.613 WATER MAIN I 01 O � �p0 -\-ElF' — — — — �� _ /��--'-----� _ �`� ---_ -_- — — / / --/ M�� GAS MAIN -__ \ _ 24'f STREET LINE � NO - / - --� _ - - - BIT. / -� _-- / \ \ GVL PROPOSED GUIDE RAIL — GVL �> TYPE AND LOCATION / ? _ _ _ _ TO BE DETERMINED _ _- \ BOX <0-) ------------------- ---------------- - \ EX. TYPE "C-L" C.B. T.F.=334.90'± \ EXIST. 24"CMP/36"RCP TO BE REMOVED 'CP•0,50 '��� 0+00' ....�. 0 1+57.04 p0`b 0 ------------- �� ��--------------- - - --------------- =------_--------_--------=L = T----------------------------------------------------- ---------------------------------- ------------------------------------------------ -� Ok $9$------------------ S�P�$g2.6(ol ....,� �� EX.TYPE„C" C.B. �•�. \ PROPOSED TYPE "C" C.B. N �g6• T.F.= 334.52' DOUBLE GRATE TYPE II E �` BENCHMARK PROPOSED GUIDE RAIL S.M.H. T.F.=335.45' -- — p INV. N=328.32'± 18"RCP _ __- — — 00 O INV. W=325.69'± 36"RCP STA. 1+06.48, 14.95 R — \ O TYPE AND LOCATION / �- TO BE DETERMINED PROPOSED p N 4990.196, E 5003.81 �� \ pp O� INV. E=325.26'± 36' RCP 24 RCP Q�`� O T.F.=334.52' MATCH EXISTING 54 L.F. S=1.57% SUMP=324.99'± INV. N=328.32;± 18„RCP 335 - — -�Qp PROP. B.C.L.C. Rep - - - - INV. W=325.57' 24"RCP \� J 2"TREE- - - 18 RCP , , SUMP- 323. -P INV. E=324.76'± 36-RCP p0 - 4.2_IEE - - - _5 SUMP=323.07' (2') ` _ OLp`L Q�Z9 76 t _ - PROP. B.C.L.C. MATCH EXIST. _ _ _ - _ _ STREET LINE �p h0 01 G� F���$�5•�6g / N 4944.731 / / / __— - -- � ��_ 501g E 5016.088 i / _ 4P OFBANK T E TO N 020.987 24"OAK � I I I / \ `� _ � - _ E 5011.590 I TREES I BE REM�VED TO - TREES TO BE REMOVED J / \ `� (APPROX. LOCATION) / I10» T EX. BIT. PAVEMENT 2 330 �\ �\�TO BE REMOVED / \ SLOPE TO BE FILLED TO PROVIDE / \ - 5' ROAD SHOULDER AND 2:1 SIDESLOPE 23 15"MAPLE P 2 =3.43% � EX. 36" RCP - ti S=1.10% EX. 36" RCP 23 L.F. N S=1.26% _ TO AC TO B LACED TO BE REPLACED N/F LESU R E, JEAN ELLEN & \ 24"MAPL / 10'-"TREE ` "RCP=324 JEAN ETTE LOU 20"MAPLE �\ 12" H BIREH I I I /� / STA. 1+ , 9.33 R I / VOL 676 PG 7 -s5O0. \ /� / 799, E 50 PROP. 4'H CHAIN LINK FENCE I / / PROPOSED CONCRETE A MI 17 B 3 / / / WING TYPE ENDWALL ^� I / 9 CLIFFWOOD DR EXISTING DRAINAGE R.O.W. / \ / / 0 BE REPLACED WI ACT BASft T.W. ELEV.=327.17'± (SEE DETAIL) INV. 36» RCP=324.47'± PLACE INTERMEDIATE AND MODIFIED / / I / PER TO I / STA: 1+07.24, 41.29 R N 4993.000,E 5029.278 RIPRAP IN FIELD AS DIRECTED BY \ J / / ` / / / / PR 560 S.F. DIFIED PROP. 570 S.F. MODIFIED & RIPRAP PLACED OR RESET J. DOOLITTLE, TWO BASINS, UPPER I N / / / INTERMEDIATE RIPRAP TO BE PLACED BASIN VOIDS TO BE FILLED IN WITH (215WATERCOURSE (305 S.F. WITHIN WATERCOURSE 265 MODIFIED RIPRAP / 3 S.F. ON SL S) SLOPES) N 4978.128 + J / A E 5064.434 8" TREE 0 / / TEMPORARY CONSTRUCTION EASEMENT ►I Aj STONE CHECK DAM PROPOSED SILTFENCE EDGE OF WATERCOURSE N 4995.873 E 5069.188 DESIGNER: ,owm 5�,,. A o` x r mourn-10IIr ��Ir���� �Rl PROJECT TITLE: TOWN: PROJECT NO.: T. LAPIENE �, ram, TM1 �, rF��, 1�� '` � 1• r ��A�- � Nm ��.r9 J ��JJ JJ� J � Cl�l � J SOUTH WINDSOR 03-811 DRAFTER: T. LAPIENE DRAWING NO.: PLPR-1 » SCALE: HOR. 1 =10 �IJ �l�J���J �.r� k, : �` 1540 SULLIVAN AVE, SOUTH WINDSOR CT 06074 (860)644-2511 / FAX (860)644-3781 LAWRENCE ROAD DRAINAGE 3 12/27/04 ADD CHANGES GIVEN VERBALLY TO CONTRACTOR IN FIELD DRAWING TITLE: 2 07 01 04 CHG. IMPACT BASIN TO ENDWALL W WWALLS &ENERGY DISSIPATER DRAINAGE PLAN 1 CHANGE C.B. SUMP CHECKED BY: ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT SHEET NO.: REV. DATE DESCRIPTION SHEET.NO J. DOOLITTLE DATE CHECKED: 12-27-04 APPROVED BY. J. DOOLITTLE DATE: 04-05-04 3 OF 5 CADD LAWRENCE.dwg PLOTTED 04-05-04 REVISIONS 3,1 2 LJ 0 N 0 0 N N N 0 T O J 3 u I 0. 3 0 0 N U O Ii 6 i OC C (n Z 1 D O Z -TI C:) m �i/) O p C c co p = FrI D z F- p 1n O m 5 m m o � � O c CD FT1 M j �I C� D D m n U) m � =z 2'-1 2'-1 SEE DETA A" 5'- 03" 6'-6� 7'-101 FRONT ELEVATI01 S4X9.5 NOTE: USE C-L GRATE FOR A TYPE C-L DOUBLE GRATE BASIN. NOT TO SCALE 2 - 5/8' HOLES FOR ' 1'-89" 103" #4 BARS 7' - 4" LONG 2- #4 BARS PVT. CROSS-S - " LONG TOP OF FRAME APPLIES #3 STIRRUPS ® 9" 3 - #04' - Cr LONG PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" INTS TO BE 4" STEEL I -BEAM D FLUSH & FULL1'-3 2-13" 0 S4X9.5 S-6" LONG s" (MASONRY r UNITS) CONCRETE OR MASONRY UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" � .-: • I+ ... ,: -;: - -: �. � _ -.. r' CRUSHED STONE SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE Y-0". 2. WALL THICKNESS SHALL BE X SUFFICIENT TO MEET HS 20 LOADING. rRIAmr I1P.) 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETEE DETAIL "A" BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. DIMENSIONS D B C G H K L P Q R W CU.YDS, dCi6' 3'-3' 6'-W 9'-1 V2' 7-3 3/4 F 7/8' 0'-9 3/4' 3'-4 7/8' S'-5 3/4 587 42' 1'-6' 2'-0' 3'-3' 7'-2' 9'-10 1/2' 7'-9 3/4 1'-6 318' 0'-9 3/4' 3'-10 1/2' 6'-7 3/4 6,67 48' 2'-6' 3'-9' 8'-2' 10'-10' 8'-3 3/4 1'-9 3/8' 0'-11 1/4' 4'-9' 7'-9 1/2' 9.11 6V 1'-7' 2'_6' 3'-9' 9'-2' 12'-4 1/ 9'-3 3/4 2'-0 3/8' 0'-11 1/4' 5'-9' 10'-1 1/4' 12.43 m m s 0 .. � C7 - O z z ENDWALL NOTES G7 n EXPOSED EDGES SHALL BE BEVELED 1' m REINFORCEMENT SHALL HAVE 3' COVER O m WHEN ENDWALL IS TO BE USED FOR TWIN PIPES m 'L' & 'K' DIMENSIDNS SHALL BE INCREASED BY O.D. Cn OF SMALLER PIPE PLUS ONE FOOT. ALL OTHER DIMENSIONS SHALL CONFORM TO THE LARGER PIPE. M Z > D STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' Z GRAVEL BASE. B 1-3' D D EMBAIv!(MEpT 6' r:;0 m O 0 0 m 0 0 0 NOT TO SCALE 326.42'± l� SIDE ELEVATION FRONT ELEVATION CONCRETE STANDARD WING TYPE EEND WALL K L PLAN L WEST SIDE OF LAWRENCE 1 107/01/041 CHG. IMPACT BASIN TO ENDWALL W WWALLS & ENERGY DISSIPATER REV.1 DATE I DESCRIPTION REVISIONS ILL LENGTH) 48' AND UP. GRADE -TH) I UP. -I O (/) z D O Z -9 a z D0 rn C --i G D z O TYP. $"X1 TEI TRANSVERSE B 15 16 , it c1_j LLI C� Q CL 1!) 00 _ MICO f t 4 _�M_ - yl 3-0» 15�� 16 _ 4" _ 7 SPACES ® 4'=2'-4" _ 4" 3" 0 `r 11„ 3» 2 r I 23» 1" 4 f 8 3/8" X 1 1/2" END 3/8" X 4" BEARING BAR TRANSVERSE BAR 5/8" ROUND BARS SLOTTED HOLE FOR INSTALLATION OF LIMITS OF PORTION OF BAR RSE BAR TO BE REMOVED r1� 'I /8" X 4" BEARING BAR 1 2» 5/8" D IA. ROUND BAR m NOTES: 1. FRAMES AND GRATES SHALL BE STEEL. 3/8" X 4" BEARING BAR 2. STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE WITH M.06.03. 3. ALL METAL UNITS SUBJECT TO MANUFACTURING TOLERANCES. 4. ONLY LOW HYDROGEN ELECTRODES SHALL BE USED. 5. DIMENSIONAL TOLERANCES MAY BE +/- 1/16". 6. WELDING WILL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION. 7. ALL BARS SHALL BE WELDED AT ALL INTERSECTIONS NOT TO SCALE TOWN OF SOUTH WINDSOR APPROVED STANDARD DETAIL TYPE "A" GRATE DETAIL JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR DIMENSI❑NS D B C G H K L P Q R W CUNDS. 36' 11-6' 2'-0' 3 -3' 6'-8' 9'-1 1/2' T-3 3/4 V-4 7/8' 0'-9 314' 3'-4 7/8' 5'-5 3/4 S87 2'-0' 3'-3' 7'-2' 9'-10 1/2 T-9 3/4 1'-6 3/6' 0'-9 3/4' 3'-10 1/2' 6'-7 3/4' 6.67 48' 1'-7' 2'-6' 3`-9' 8'-2' 10'-10, 8'-3 3/4 V-9 3/8' 0'-11 1/4' 4'-9' 7'-9 1/2' 9.11 9'-2' 12'-4 1/2 9'-3 3/4 2'-0 3/8' W-11 1/4' 5'-9' 10'-1 1/4' 12A3 m 5 m v ::E C7 - O z z ENDWALL NOTES G7 n ;:0EXPOSED EDGES SHALL BE BEVELED 1' REINFORCEMENT SHALL HAVE 3' COVER O m WHEN ENDWALL IS TO BE USED FOR TWIN PIPES FT-T 'L' 8 'K' DIMENSIONS SHALL BE INCREASED BY O.D. C� OF SMALLER PIPE PLUS ONE FOOT, ALL OTHER DIMENSIONS PIPE. M SHALL CONFORM TO THE LARGER z D STRUCTURES SHALL BE PLACED ON EXISTING Z SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE. S� B 1'-3' D > EMBANKMENT 6' F- -- -- n-'.- 1'- 0 rA 0 NOT TO SCALE SIDE ELEVATION FRONT ELEVATION CONCRETE STANDARD WING TYPE EENDWALL I L K L PLAN L EAST SIDE OF LAWRENCE ILL LENGTH) 48' AND UP. GRADE -TH) D UP. 4'LOAM & SEED FERTILIZER & MULCH NOTE, FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC'' AND ADS OF 0.43 mm TO 0,22mm AND SHALL MEET AASHTO M288-96. TOWN OF SOUTH WINDSOR STANDARD DETAIL JUNE, 1997 REVISED: BOTTUM WIDTH FINISHED GRADE 2 DEPTH 1 PER DESIGN 12' MODIFIED RIPRAP NOTE, STANDARDS GIVEN 18' INTERMEDIATE RIPRAP ARE FOR MIN, REQUIREMENTS. ACTUAL 36' FOR STANDARD RIPRAP THICKNESS IS TO BE DETERMINED BY DESIGN. 6' BANK -RUN GRAVEL BASE <D.O,T. M.02,06 _TYPE 'B' GRADATION) FOR MODIFIED AND INTERMEDIATE RIPRAP. 12' GRAVEL BASE FOR STANDARD RIPRAP. `---FILTER FABRIC (SEE NOTE) RIPRAP DITCH TYPE "K2" BIT, CURB NOTES: 1, TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04,01.id4. FORM 814 A TOWN OF SOUTH WINDSOR BITUMINOUS CONCRETE STANDARD DETAIL LIP CURB SECTION JUNE, 1997 REVISED: DESIGNER: `°w� s`,` W' N 0FJ O` Hr W' Ir2M W8OR� T. LAPIENE DRAFTER: , �- 1540 SULLIVAN AVE, SOUTH WINDSOR CT 06074 SCALE AS NOTED T. LAPIENE "°s°R °°y� (860)644-2511 / FAX (860)644-3781 CHECKED BY: ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT EET.NO J. DOOLITTLE DATE CHECKED: 12-27-04 APPROVED BY: J. DOOLITTLE DATE: 04-05-04 PROJECT TITLE: NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR ED NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR PAVEMENT 'A 12' 12' MIN, TRENCH MIN. WIDTH VARIES SEE TYPICAL TRENCH SECTI❑N SECTION -SAW CUT AND SEAL J❑INT WITH TACK COAT M 04.01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMIN❑US C❑NCRETE SURFACE C❑URSE C❑R MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMIN❑US -CONCRETE BINDER COURSE (❑R MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPR❑CK BASE.- M 05.01, 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M.02- GRADE, B (❑R PROCESSED TRAPR❑CK) NOTES 1. ALL SAW CUT AND SEALED J❑INTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2. ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED TOWN OF SOUTH WINDSOR PERMANENT PAVEMENT STANDARD DETAIL PATCHING DETAIL JUNE, 1997 REVISED: DEPTH TO INVERT VARIES SEE PR❑FILES 6'MIN. PROPOSED GRADE NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS (❑R AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND C❑MPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M,02,1 FOR 3/4' STONE. /BACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING P❑LYTHYLENE OR CPP PIPE TOWN OF SOUTH WINDSOR STORM DRAIN STANDARD DETAIL TRENCH DETAIL JUNE, 1997 REVISED: LAWRENCE ROAD DRAINAGE CADD 03-811 -detail s.dwg PLOTTED 04-05-04 TOWN: SOUTH WINDSOR TITLE: DETAILS NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR VKUJLL; I NU.: 03- 811 DRAWING NO.: kAnc 1 NO.: 4OF5 n 0 0 N 0 0 N N N vi w 3 (ny `V w W I 0 1-1 I 0 / 0 0 (`4 U N O / iA r NARRATIVE THE PURPOSE OF THE REGULATED ACTIVITY IS TO REPLACE A DETERIORATED AND UNSAFE CORRUGATED METAL PIPE CULVERT CROSSING UNDER LAWRENCE RD WITH A NEW CONCRETE PIPE CULVERT AND TO PREVENT FURTHER EROSION AT OUTLET. THERE IS EXISTING RIPRAP ON THE ENTIRE SLOPES IN THE AREA OF THE CULVERT INLET UP TO 1:1 SLOPE. TO PREVENT A SLOPE FAILURE IN THAT AREA, THE CULVERT SHALL BE EXTENDED 8 LINEAR FEET AND A WING TYPE ENDWALL SHALL BE PLACED PROVIDING FOR 2:1 SIDESLOPES TO BE MADE BEHIND THE ENDWALL. 25 S.F. (3'XS') OF STREAMBED SHALL BE FILLED AND 50 S.F. OF RIPRAP SHALL BE PLACED IN THE WATERCOURSE. THE EXISTING CATCH BASIN IN LAWRENCE RD SHALL BE REPLACED WITH A NEW DOUBLE WIDE CATCH BASIN TO PROVIDE MORE STORAGE CAPACITY OF SEDIMENT. THERE EXISTS ON THE EAST SIDE OF LAWRENCE RD A PIPE OUTLET WITH AN IMPACT BASIN AND A ROUGH RIPRAP CHANNEL. THERE IS EROSION OF THE SOUTH BANK ADJACENT TO THE IMPACT BASIN. THERE HAS BEEN A SLOPE OR SETTLEMENT FAILURE ON THE EASTERN ROAD SIDESLOPE THAT HAS BEEN REPAIRED BY OVERLAYING THE SLOPE WITH BITUMINOUS CONCRETE. TO PROTECT THE STREAMBANK AT THE DISCHARGE FROM FURTHER EROSION AND TO STABILIZE THE SIDE SLOPE OF THE ROADWAY WHILE MINIMIZING THE LIMIT THE AREA OF GRADING, THE TOWN SHALL REPLACE THE EXISTING IMPACT BASIN WITH A NEW ONE WITH AN ENDWALL AND WINGWALLS. THIS WILL PROVIDE FOR A 1.5:1 SIDESLOPE ON THE SOUTHERLY BANK OF THE WATERCOURSE AND A 2:1 SLOPE FROM THE ROADWAY. DOWNSTREAM FROM THE IMPACT BASIN THE 215 S.F. OF RIPRAP SHALL BE RESET OR PLACED WITHIN THE WATERCOURSE AND 345 S.F. OF RIPRAP SHALL BE PLACED ON THE SIDESLOPES. CONSTRUCTION SEQUENCE 1. THE CONTRACTOR SHALL FLAG THE LIMITS OF CONSTRUCTION NECESSARY TO FACILITATE THE PRECONSTRUCTION MEETING. 2. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE TOWN OF SOUTH WINDSOR STAFF PRIOR TO ANY CONSTRUCTION ACTIVITIES. 3. CONTRACTOR SHALL CALL "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AND HAVE UNDERGROUND UTILITIES MARKED OUT PRIOR TO ANY CONSTRUCTION ACTIVITIES. 4. THE CONTRACTOR SHALL HAVE THE LIMITS OF CONSTRUCTION, OUTLET STRUCTURE, DRAINAGE MANHOLE AND CATCH BASIN LOCATIONS STAKED OUT BY QUALIFIED SURVEY PERSONNEL AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. 5. THE CONTRACTOR SHALL MAINTAIN ONE PASSABLE TRAFFIC LANE AT ALL TIMES AND SHALL PROVIDETRAFFIC CONTROL MEASURES AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. 6. INSTALL THE PERIMETER EROSION AND SEDIMENT CONTROLS AND TREE PROTECTION DEVICES IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN. 7. CUT TREES WITHIN THE DEFINED CLEARING LIMITS AND REMOVE CUT WOOD. CHIP BRUSH AND SLASH, STOCKPILE CHIPS FOR FUTURE USE OR REMOVE FROM SITE. 8. INSTALL CHECKDAM DOWNSTREAM OF IMPACT BASIN TO TRAP SEDIMENT. 9. EXCAVATE ALL STUMPS LOCATED IN THE STRUCTURAL AREAS AND REMOVE TO A DISPOSAL SITE OR STOCKPILE AREA TO BE CHIPPED. 10. REMOVE & STOCKPILE ALL TOPSOIL & RIPRAP IN AREAS TO BE REGRADED. STOCKPILE ALL TOPSOIL IN AN APPROVED AREA AND SECURE WITH EROSION AND SEDIMENT CONTROLS. 11. INSTALL STREAM DIVERSION MEASURES. 12. REMOVE EXISTING BITUMINOUS PAVEMENT ON EASTERN ROADWAY SLOPE. 13. REMOVE EXISTING & INSTALL NEW IMPACT BASIN PER PLANS. 14. REGRADE DOWNSTREAM SIDESLOPES AND PLACE RIPRAP. 15. INSTALL NEW CATCH BASIN 16. REMOVE EXISTING PIPING 17. INSTALL NEW PIPING 18. INSTALL WING TYPE HEADWALL 19. REGRADE SLOPES TO INLET AND OUTLET 20. RESET/PLACE RIPRAP AT INLET & ON SLOPE ABOVE INLET. 21. PLACE TOPSOIL AS SPECIFIED. 22. PLACE FERTILIZER, LIME AND SEED AT RATES SPECIFIED IN SEEDING SCHEDULE. 23. PLACE TEMPORARY EROSION CONTROL BLANKETS AS NECESSARY TO CONTROL EROSION 24. INSPECT THE DRAINAGE SYSTEM AND CLEAN AS NEEDED. 25. AFTER SITE IS STABILIZED REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS (E.G. GEOTEXTILE SILT FENCES). 26. IN SPRING RESEED ALL DISTURBED AREAS ACCORDING TO SEEDING SCHEDULE. 1 112/27/041 ADD CHANGES GIVEN VERBALLY TO CONTRACTOR IN FIELD REV. I DATE DESCRIPTION REVISIONS EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTUCTION. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS SHALL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", 2002 AND TOWN REGULATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTANED AND UPGRADED AS REQUIRED TO ACHEIVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3. ADDITIONAL CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE ENGINEER OR THE AGENTS OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) AT NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSON CONTROL STRUCTURES SHALL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL SILT FENCING RETAINING SEDIMENT TO A DEPTH OF 12 INCHES OR MORE SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5. THE CONTRACTOR SHALL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF THIS CONTRACT. DUST CONTROL MEASURES SHALL INCLUDE, BUT IS NOT LIMITED TO SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS AND THE SPREADING OF CALCIUM CHLORIDE AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR OR IT'S AGENTS ON THE SUBGRADE OR IN OTHER AREAS OF THE PROJECT UNDER CONSTRUCTION FOR THE PURPOSE OF ALLAYING DUST CONDITIONS. THE CONTRACTOR SHALL CONTOL DUST TO PREVENT A HAZARD TO TRAFFIC ON ROADWAYS. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. 8. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 9. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND OUTLET OF PUMPS. FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN OF SOUTH WINDSOR PRIOR TO CONSTRUCTION. 10. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME INTO CONTACT WITH THE GROUND. 11. THE CONTRACTOR SHALL MAINTAIN STREAM FLOW THROUGHOUT THE DURATION OF THE PROJECT. EROSION CONTOL SEQUENCE 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR STAFF. 2. THE LIMITS OF CLEARING AND WORK AREA SHALL BE STKED OUT BY QUALIFIED SURVEY PERSONNEL. 3. PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AS DEPICTED ON THE PLANS. 4. CLEAR AND GRUB AREAS TO BE GRADED AS DEPICTED ON THE PLANS. DO NOT GRUB AREAS WHERE GRADING WILL BE DELAYED 30 OR MORE DAYS. 5. GRADING AND SITE CONSTRUCTION MAY BEGIN AT THIS TIME, SEE EROSION AND SEDIMENTATION CONTROL NOTES. 6. SILT FENCES SHALL BE INSPECTED REGULARLY AND PROMPTLY REPAIRED OR REPLACED AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. 7. WHEN AN AREA TO BE LANDSCAPED REACHES FINAL GRADE, IT SHALL BE LOAMED AND SEEDED, OR MULCHED IF FINAL LANDSCAPING IS NOT INSTALLED AT THIS TIME. 8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED AND COLLECTED SEDIMENT PROPERLY DISPOSED OF WHEN NO LONGER REQUIRED ONLY AFTER CERTIFICATION BY THE ENGINEER. ESTIMATED PROJECT START DATE FOR CONSTRUCTION: OCTOBER 2003 EET.NO NOT TO SCALE DRAFTER: T. LAPIENE CHECKED BY: J. DOOLITTLE DATE CHECKED: 12-27-04 OPERATIONS AND MAINTENANCE SCHEDULE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SYSTEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. THE CONTRACTOR OR SUBCONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL SHOWN ON THE PLANS. IN ACCORDANCE WITH EPA REGULATIONS AND THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL (2002) AS AMMENDED, THE CONTRACTOR MUST SIGN A CERTIFICATION TO VERIFY THAT A PLAN HAS BEEN PREPARED AND THAT PERMIT REGULATIONS ARE UNDERSTOOD. 2. THE ON -SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT. THE MEASURES SHALL BE PROMPTLY REPAIRED AND/OR REPLACED AS NEEDED. ACCUMULATED SILT SHALL BE REMOVED WHERE IT REACHES A DEPTH OF 12 INCHES. RECORDS OF THE INSPECTIONS WILL BE PREPARED AND MAINTAINED ON -SITE BY THE CONTRACTOR. 3. CALCIUM CHLORIDE SHALL BE SPREAD AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR ON THE SUBGRADE OR IN OTHER AREAS OF THE PROJECT UNDER CONSTRUCTION, FOR THE PURPOSE OF ALLAYING DUST CONDITIONS. 4. EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SECURELY STABILIZED. AFTER REMOVAL OF STRUCTURES, DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS NECESSARY, PERMANENT MEASURES: 1. INLET HEADWALL AND OUTLET ENDWALL, IMPACT BASIN AND RIPRAP ARE TO BE INSPECTED AND CLEANED OF SEDIMENT AND DEBRIS AS NEEDED FOLLLOWING CONSTRUCTION OF THE SITE. SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 450 POUNDS PER ACRE OR 10.3 POUNDS PER 1,000 SQ.FT. USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE REQUIRED TO MAINTAIN A SOIL PH LEVEL BETWEEN pH6-pH7 (SOIL TEST REQUIRED). VEGATIVE COVER USE THE FOLLOWING MIXTURE: CROWN VETCH 20% PERENIAL RYE 80% APPLY 5 POUNDS PER 1,000 SQ. FT. OR 200 POUNDS PER ACRE. SLOPES ON WEST SIDE OF LAWREENCE ROAD TO BE SEEDED WITH FLAT PEA AT THE )� RATES SPECIFIED BY THE INLAND WETLANDS\CONSERVATION OFFICER. 7 1 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 8601644-2511 October 3, 2003 Certified #70020510000081151867 Town of South Windsor Attn: Jeff Doolittle 1540 Sullivan Avenue South Windsor, CT 06074 RE: Appl. #83-64W - Town of South Windsor -Lawrence Road - RR, Rural Residential zone Dear Mr. Doolittle: At the October 1, 2003 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #03-64W - Town of South Windsor - Lawrence Road - Inland Wetland/Conservation Commission application to re -construct an existing drainage culvert across Lawrence Road. RR, Rural Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on October 1, 2008. It is the landowner(s)Japplicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. ewN Sf,, J O J'�'J' O F-' S�©� J HrW IrN 0R� in �G_tl �EJE,R�I''�' iG� CIS A �-���MrIS J'V 1540 SULLIVAN AVE, SOUTH WINDSOR CT 06074 (860)644-2511 / FAX (860)644-3781 ENGINEER: SOUTH WINDSOR ENGINEERING DEPARTMENT APPROVED BY: J. DOOLITTLE DATE: 04-05-04 Town of South Windsor Page 2 October 3, 2003 6. Oversight of general construction by Jeff Folger. Very truly yours, Elizabeth Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EW:dr PROJECT TITLE: LAWRENCE ROAD DRAINAGE CADD E&S 99803.DWG I PLOTTED 04-05-04 FLOW -► TRENCH CUT 6" TO 8' DEE-P 6' To 8' WIDE FILTER FABRIC I FOLD FABRIC UP SLOPE OF 1. SET POSTS AND EXCAVATE A 6" X 6" TRENCH, SET POST DOWNSLOPE. WIRE FENCING 2'X4'X5' STAKES DRIVEN INTO GRADE 12" MIN., SET 8' TO 10' APART, AND CANTED 10* INTO SLOPE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT INTO THE TRENCH 8". COMPACTED 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' PLAN NOTES: 1. INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER. 2. SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL POSTS (0.5 POUNDS STEEL/UN.FT.) 42"(1.05m) HIGH WIRE FENCE, 14GA. MIN. 6"x6" MAX. MESH SPACING THE MINIMUM POST LENGTH SHALL BE 5'-0"(1.50m) 3. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: FILTERING EFFICENCY 75% (MIN.) TENSILE STRENGTH AT EXTRA STRENGTH 207. (MAX.) ELONGATION 50 LBS./UN.IN. STANDARD STRENGTH 30 LBS./LIN.IN. (MIN.) FLOW RATE 0.3 GAL/SQ.FT./MIN. (MIN.) TYPICAL FILTER FABRIC FENCE FOR ER❑SI❑N CONTROL NOT TO SCALE EARTH OR CB GRATE STONE ANCHOR FILTER FABRIC PILE FILTER FABRIC j j CB TOP SUBGRADE SUBGRADE NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL NOT TO SCALE 11�1�L11!! SOUTH WINDSOR DRAWING TITLE: EROSION & SEDIMENT CONTROL PLAN 03- 811 DRAWING NO.: ESC - SHEET NO.: 5 OF 1 5