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Home My WebLink AboutRW-468-9e TRENCH WIDTH D DIAMETER OF PIPE W UNSHEETED W SHEETED TO 12" 3' 4' 14" TO 24" 4' S' 30" TO 36" 5' 6' RULES AND REGULATIONS OF THE REGISTER OF DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS i GENERAL NOTES: UNPAVED MAP 034 LOT 00123C (376 LINCOLN) NOTES: 1. COMMON FILL MATERIAL TO CONSIST OF GRANULAR MATERIAL CONTAINING NO STONES LARGER THAN 6" IN GREATEST DIMENSION. 2 BACKFILL WITH CLEAN SAND TO 12" OVER PIPE FOR WATERMAINS. J. BACKFILL WITH SELECT MATERIAL CONTAINING NO Note: Load Condition A Shown (No Backslope- No Surcharge) Move Blocks Forward During 28" Top Block Installtion to Engage Shear SETBACK =onW / Knobs Level (4.0° Batter Angle oawall) /1 Ground Cevet 36" MIN, FENCE POST —� (STEEL 'T' TYPE OR 2 HARDWOOD) DRIVEN MIN. 16" INTO GROUND, 10' MAX. O.C. e : c •s e 2.-1 CUT 20" MIN, er WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, 6" MAX. MESH SPACING) SECURELY FASTENED TO POST W/ TIES OR STAPLES. FILTER FABRIC FASTENED OVER MESH, FABRIC OPENING SIZE SUITABLE FOR VERY FINE SILT /LOAM SOILS. STAKED BALES END TO END OF FtAW D1REC¶ON 11 � 2I I 1` I {I ANCHOR TEE 16" tV MIN. EMBED FABRIC AND FENCE, 8" MIN. - BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, NO PLASTIC OR WIRE. - HAY BALES TO BE SECURED W/ MIN. TWO (2) 2 "X2" WOOD STAKES PER BALE, DRIVEN 18" MIN, INTO GRADE. SILT FENCE / HA YBALE DETAIL N.T.S. Ct WATER MAIN VARIES HYDRANT TO BE ADJUSTED TO GRADE AND ROTATED AS REQUIRED FINISH GRADE 1� 'z 6" GATE VALVE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL FLAT STONE OR CONCRETE RETAINING GLANDS PROVIDE 4 CU. FT, OF SCREENED GRAVEL TO 6" ABOVE DRIP HOLE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL TYPICAL HYDRANT AND VALVE DETAIL N.T.S -•-- 4' N10L 5' WOE SIDEWALK LANDSCAPE, AREA 1 -112" TOP COURSE 1 -112" TOP COURSE 2 -112" BINDER- COURSE 2 -112" BINDER COURSE 8" GRAVEL 40 DENSE GRADE 8" GRAVEL CAPE COD BERM VV 2: 1 cur sLOpE MAC TYPICAL ROAD SECTION — STA. 0 +50 N.T.S. LESS THAN 10' SEWER CLEANOUT FRAME & COVER (IF IN PAVED AREA) LOAM OR PAVEMENT SET CASTING ASSEMBLY IN CONCRETE COLLAR(IF .e 6" SCHEDULE 40 PVC SEWER PIPE g' EXISTING FOUNDATIO a SAND BACKFILL i BRICK LINE[ SHAPED IN\ MANHOLE FRAME & COVER (TOWN STANDARD) MORTAR BED KORN -SEAL BARREL SECTIONS; FILL MORTAR JOINTS INSIDE— WITH HYDRAULIC CEMENT (NON - SHRINKING MORTAR) WATER PROOF COATING BE APPLIED TO OUTER SURFACE SHELF ELEVATION AT — SAME AS CROWN OF LARGEST PPE PRECAST CONC. BASE - .0 PLAN WALL OF MANHOLE FLDW BRICK SHELF SLOPE 1 " /FT. 8 "8 ' FINISHED ROAD GRADE OR GROUND SURFACE BRICK AS REQUIRED TO ADJUST TO GRADE (8" MAX -� 2 COURSE MIN) �t - - - - - - -I I PRECAST CONC. TRANSITION I i SECTIONS OR BARREL I i I SECTIONS WITH PRECAST TOP SLAB DESIGNED FOR H -20 LOADING (MIN.) MULTIPLES OF 1',2',3',4',5', OR 6' LENGTHS PRECAST CONC. BARREL SECTIONS 4' MIN 8" MIN. (VARIE ) 8" MIN. BRICK OR CONCRETE FILL UNDISTURBED EARTH 1-8" MIN. COMPACTED CRUSHED STONE BASE OR LEDGE SECTION TYPICAL PRECAST SEWER MANHOLE N.T.S. r TACK COAT BETWEEN COURSES 1 -112" WEARING COURSE I PER MASS DOT STANDARDS �2 -1/2" BINDER COURSE 1 -112" WEARING COURSE 2 -112" BINDER COURSE- 3" LEVEL •: .f L :ri.i.Y G: ]::. .� SUBGRADE CAPE !t ! BERM NOT s SCALE GRADE ® ■ THIS PLAN IS SUBJECT TO A COVENANT DA TED --------- ------ ` 12" GRAVEL BASE "THIS PLAN IS SUBJECT TO A CERTIFICA IF OF AC77ON DATED -------------- berg, o °a, °pog. "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ----------- - --- SU13GRADE LEXINGTON PLANNING BOARD PAVEMENT SECTION N.T.S. 1, YANPr CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT THE OFFICE AND NO N077CE OF APPEAL WAS RECIEVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND RECORDING OF SAID NOTICE, 9- n4.ae_ ). // AD /4, R&13 DATE TOWN CLER DeCELLE BU K & Associates, Inc. 149 Independence Avenue Quincy, MA 02169 (617) 405 -5100 (0) (617) 405 -5101 (F) STONES LARGER THAN 3" IN GREATEST DIMENSION FOR REGISTRY USE ONLY I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS i GENERAL NOTES: UNPAVED MAP 034 LOT 00123C (376 LINCOLN) PAVED TO 12" OVER PIPE FOR SEWER AND DRAIN PIPES. MINIMUM REQUIREMENTS: AREA: 15,500 S.F. FRONT SETBACK: 39 SIDE SETBACK: 15' REAR SETBACK: 15' LOT FRONTAOENVIDTH: 125'1100' PROJECT TITLE & LOCATION: Proposed Balanced Housing Development in Lexington, MA PLAN TITLE: Details PAVE AS SPECIFIED Barons Custom Homes 4 Bowser Road Lexington, MA DATE: March25, 2013 REVISED: May 21, 2013 REVISED: June 7, 2013 REVISED: June 24, 2013 JOB NUMBER: 124.022 SHEET 9 OF 9 is U 30 60 4. PROVIDE SCREENED GRAVEL BEDDING TO MID PIPE -111= ", DIAMETER FOR SANITARY SEWERS AND WHERE GROUNDWATER Exposed Free Draining Backfill to Extend LUI IS ENCOUNTERED AS DIRECTED BY THE ENGINEER. Wall Wall at Least 12" Behind Wall 4" TOPSOIL & SEED -� 91 ° ° ° ° -° ' 6 Height V -p1= 1(= 5. REMOVE UNSUITABLE MATERIAL BELOW GRADE IF 24" ENCOUNTERED, TO SUITABLE DEPTHS AS DIRECTED Non- Woven Geotextile III COMMON FILL r {.� ( BY ENGINEER AND REPLACE WITH CLEAN GRANULAR FINISH GRADE Ground itevel Fabric (if Specified) SHEETING (IF REWD) TO BE CUT ' = 6. PROVIDE FILTER FABRIC IN TRENCHES FOR HOPE DRAIN PIPE. CONCRETE <° ' A' OFF 5" MIN. BELOW GROUND &� !! { FILL, S . ° S 28" Bottom Block !" MIN. ABOVE TOP OF PIPE = (1{ 7. ALL TRENCH CONSTRUCTION TO CONFORM TO APPLICABLE o S O, 36" Leveling 12" C%o = FEDERAL, STATE AND LOCAL REGULATIONS DUCT SCHD. #40 ANY SHEETING DRIVEN BLOW ` e a ° 111 o° = 8. COMPACT FILL AND TAMP PIPE TO 939 MAX. DENSITY UNLESS i c' _ A d - Perforated Sock Drain (As Specified by Engineer) MID -DIA. OF PIPE SHALL BE _ O I {P OTHERWISE SPECIFIED. r tiN jj j BE D0WN Crushed Stone LEFT 1N PLACE pI a °' o •.° Leveling Pad = p _ °° o - FIRM COMPACTED SUBGRADE STAKE ° 6" p - -.III ° ° ., 9. ALL ROAD CUTS IN MIDDLE STREET SHALL BE DONE TO WATER, SEWER, DRAIN, OR FORCE _ ° a g" ° PRIOR REPA1i1NG CONTROL DENSITY FLL IS REOUIRED See Redi- Rock.00m for Detailed I{ _ -ii , alit o FOR BACKFICLED TRENCHES NOTE: Section Drawings of Each Condition PROVIDE FILTER FABRIC IN TRENCH FOR HOPE DRAIN PIPE. = ° IN ! I { °I 8 = ti I =� IN 10. HIGHWAY CUT FOR GAS SE?WCES WA BE BACKf7LLED IN 1. PROVIDE SIZE AND NUMBER OF CONDUITS AS Shown in the Design Charts EARTH LEDGE B" UFIS, COMPACTED AND WITH CO,NPA077ON 7ES77N6 IN INDICATED ON ELECTRICAL DRAWINGS AND SHEET C.1. WALL DESIGN W j ACCORDANCE WTH TOWN ENGINEERING REQUIREMENTS- BY OTHERS (SEE TABLE) 11- LINCOLN S7REET EXCAVA770NS SHALL BE BACKFILLED Y TYPICAL L7 RA VI T Y ��/ V Y A L L W7H CON7ROLED DENSITY FILL AND PRIOR TO FINAL PARING ROAD MUST BE MILLED AND PARED CURB TO CURB TO pt r ELECTRIC DUCT, SYSTEM WITH Q H 2t) rr BLOCKS LIMITS 50 FEET BEYOND LAST CUT IN EACH DIREC770N. VYt t N.T.S. N.T.S. TYPICAL TRENCH SECTIONS NOT TO SCALE 36" MIN, FENCE POST —� (STEEL 'T' TYPE OR 2 HARDWOOD) DRIVEN MIN. 16" INTO GROUND, 10' MAX. O.C. e : c •s e 2.-1 CUT 20" MIN, er WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, 6" MAX. MESH SPACING) SECURELY FASTENED TO POST W/ TIES OR STAPLES. FILTER FABRIC FASTENED OVER MESH, FABRIC OPENING SIZE SUITABLE FOR VERY FINE SILT /LOAM SOILS. STAKED BALES END TO END OF FtAW D1REC¶ON 11 � 2I I 1` I {I ANCHOR TEE 16" tV MIN. EMBED FABRIC AND FENCE, 8" MIN. - BALES TO BE TIED W/ ORGANIC FIBER TWINE ONLY, NO PLASTIC OR WIRE. - HAY BALES TO BE SECURED W/ MIN. TWO (2) 2 "X2" WOOD STAKES PER BALE, DRIVEN 18" MIN, INTO GRADE. SILT FENCE / HA YBALE DETAIL N.T.S. Ct WATER MAIN VARIES HYDRANT TO BE ADJUSTED TO GRADE AND ROTATED AS REQUIRED FINISH GRADE 1� 'z 6" GATE VALVE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL FLAT STONE OR CONCRETE RETAINING GLANDS PROVIDE 4 CU. FT, OF SCREENED GRAVEL TO 6" ABOVE DRIP HOLE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL TYPICAL HYDRANT AND VALVE DETAIL N.T.S -•-- 4' N10L 5' WOE SIDEWALK LANDSCAPE, AREA 1 -112" TOP COURSE 1 -112" TOP COURSE 2 -112" BINDER- COURSE 2 -112" BINDER COURSE 8" GRAVEL 40 DENSE GRADE 8" GRAVEL CAPE COD BERM VV 2: 1 cur sLOpE MAC TYPICAL ROAD SECTION — STA. 0 +50 N.T.S. LESS THAN 10' SEWER CLEANOUT FRAME & COVER (IF IN PAVED AREA) LOAM OR PAVEMENT SET CASTING ASSEMBLY IN CONCRETE COLLAR(IF .e 6" SCHEDULE 40 PVC SEWER PIPE g' EXISTING FOUNDATIO a SAND BACKFILL i BRICK LINE[ SHAPED IN\ MANHOLE FRAME & COVER (TOWN STANDARD) MORTAR BED KORN -SEAL BARREL SECTIONS; FILL MORTAR JOINTS INSIDE— WITH HYDRAULIC CEMENT (NON - SHRINKING MORTAR) WATER PROOF COATING BE APPLIED TO OUTER SURFACE SHELF ELEVATION AT — SAME AS CROWN OF LARGEST PPE PRECAST CONC. BASE - .0 PLAN WALL OF MANHOLE FLDW BRICK SHELF SLOPE 1 " /FT. 8 "8 ' FINISHED ROAD GRADE OR GROUND SURFACE BRICK AS REQUIRED TO ADJUST TO GRADE (8" MAX -� 2 COURSE MIN) �t - - - - - - -I I PRECAST CONC. TRANSITION I i SECTIONS OR BARREL I i I SECTIONS WITH PRECAST TOP SLAB DESIGNED FOR H -20 LOADING (MIN.) MULTIPLES OF 1',2',3',4',5', OR 6' LENGTHS PRECAST CONC. BARREL SECTIONS 4' MIN 8" MIN. (VARIE ) 8" MIN. BRICK OR CONCRETE FILL UNDISTURBED EARTH 1-8" MIN. COMPACTED CRUSHED STONE BASE OR LEDGE SECTION TYPICAL PRECAST SEWER MANHOLE N.T.S. r TACK COAT BETWEEN COURSES 1 -112" WEARING COURSE I PER MASS DOT STANDARDS �2 -1/2" BINDER COURSE 1 -112" WEARING COURSE 2 -112" BINDER COURSE- 3" LEVEL •: .f L :ri.i.Y G: ]::. .� SUBGRADE CAPE !t ! BERM NOT s SCALE GRADE ® ■ THIS PLAN IS SUBJECT TO A COVENANT DA TED --------- ------ ` 12" GRAVEL BASE "THIS PLAN IS SUBJECT TO A CERTIFICA IF OF AC77ON DATED -------------- berg, o °a, °pog. "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ----------- - --- SU13GRADE LEXINGTON PLANNING BOARD PAVEMENT SECTION N.T.S. 1, YANPr CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THE THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECIEVED AND RECORDED AT THE OFFICE AND NO N077CE OF APPEAL WAS RECIEVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND RECORDING OF SAID NOTICE, 9- n4.ae_ ). // AD /4, R&13 DATE TOWN CLER DeCELLE BU K & Associates, Inc. 149 Independence Avenue Quincy, MA 02169 (617) 405 -5100 (0) (617) 405 -5101 (F) FOR REGISTRY USE ONLY I CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS i GENERAL NOTES: ASSESSORS: MAP 034 LOT 00123C (376 LINCOLN) MAP 034 LOT 00124E (73 MIDDLE) ZONING: RS MINIMUM REQUIREMENTS: AREA: 15,500 S.F. FRONT SETBACK: 39 SIDE SETBACK: 15' REAR SETBACK: 15' LOT FRONTAOENVIDTH: 125'1100' PROJECT TITLE & LOCATION: Proposed Balanced Housing Development in Lexington, MA PLAN TITLE: Details PREPARED FOR: Barons Custom Homes 4 Bowser Road Lexington, MA DATE: March25, 2013 REVISED: May 21, 2013 REVISED: June 7, 2013 REVISED: June 24, 2013 JOB NUMBER: 124.022 SHEET 9 OF 9 is U 30 60 SCALE: 1" =30' so -468