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HomeMy WebLinkAboutSD-467-936" MIN. FENCE POST --� (STEEL 'T TYPE OR 2" HARDWOOD) DRIVEN MIN. 16" INTO GROUND, 10' MAX. D.C. 'UNDISTURBED GROUND 20" t r MIN, I I' II 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 I I OF FLOW I 1 pIRECTIOK 11 1I t I' III ti 11 16^ It 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 f HAYBALE DETAIL N.T.S. ANCHOR TEE WATER MAIN VARIES E_ ' 6" GATE VALVE FINISH GRADE �C 3000 LB. CONCRETE DUCT SCHD. #40 24" (MIN.) 'A� Wfll� V TIE DOWN FIRM COMPACTED SUBGRADE STAKE NOTE: 1. PROVIDE SIZE AND NUMBER OF CONDUITS AS INDICATED ON ELECTRICAL DRAWINGS AND SHEET C.1. ELECTRIC DUCT SYSTEM N.T.S. HYDRANT TO BE ADJUSTED TO EXISTING FOUNDA GRADE AND ROTATED AS REQUIRED CONCRETE BACKING AGAINST 4� 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" SCHEDULE 40 Note: Load Condition A Shown (No aaasiope- No Surcharge) Move Blocks Forward During 28" Top Block Installbon to Engage Shear SETBACK = on I Knobs Level (a.0° Batter Angle on Wan) / Ground level lffsf, lEtiil0:1_IirlCnllaat: -1t Bef ®tr n ti =1t ff !1 -ff�t w I tt it if tE 1f FL ®° f t![ PI tt II I! It ILEI`= lLf1.l1a 6f soli It =.li "1t" [ice! tt EE t�El1. ���r�;Llthit ;t[i;tit111ittiltitti, � ® ® ®Bti,tltitlEtt {�lilttilill {! I` F41��aiCS�s® 6■ I�j® s�I�s�Oly�j ®Ol�s�tE.��ll��Il��ti��if7�It' :. s. - •-'ti. f1: 11�IOmOS°��AiiAd° ®OSp 61E IL-II t! tt -- tt !t ' ®.�:IseOa4w ®a°In. P ®ad: ®s►6�! t1�11 =1t it =1! f E t Et— i it (t it —it t tE_HGt— IS —n —.. (. t Exposed wait wall Ground Level Leveling Pad See Redi- Rock.com for Detailed Section Drawings of Each Condition Shown in the Design Charts WALL DESIGN BY OTHERS TYPICAL GRAVITY WALL WITH 28" BLOCKS N.T.S. LESS THAN 10' SEWER CLEANOUT FRAME & COVER (IF IN PAVED AREA) LOAM OR PAVEMENT SET CASTING ASSN PAVED CONCRETE a. ". a 6" SCHEDULE 40 PVC SEWER PIPE -IO 4` SAND BACKFILL BRICK LINE[ SHAPED INl a­1 Q PLAN WALL OF MANHOLE FLOW BRICK SHELF SLOPE 1 " /FT. 71 BURIICE TRENCH WIDTH MANHOLE FRAME & COVER----,,_ DRAIN FINISHED ROAD GRADE fi TOWN STANDARD) - — OR GROUND SURFACE MORTAR BED WA7ER BRICK AS REQUIRED TO NOTES: Imo,/ ( _ ADJUST TO GRADE (8" MAX D MAP 034 LOT 00123C (376 LINCOLN) W W MINIMUM REQUIREMENTS: S PRECAST CONC. TRANSITION FRONT SETBACK: 30' DIAMETER OF PIPE I I SECTIONS OR BARREL UNSHEETED SHEETED 1. COMMON FILL MATERIAL TO CONSIST OF GRANULAR KORN -SEAL BARREL SECTIONS; > i i I TOP SLAB DESIGNED FOR FILL MORTAR JOINTS INSIDE Details H -20 LOADING (MIN.) WITH HYDRAULIC CEMENT MATERIAL CONTAINING NO STONES LARGER THAN i I I (NON - SHRINKING MORTAR) TO 12" REVISED: June 7, 2013 - 3' 4' MULTIPLES OF 1',2',3',4',5', 6" IN GREATEST DIMENSION. OR 6' LENGTHS 74" TO 24" 4' 5' SECTIONS SHELF ELEVATION AT 4' MIN SAME AS CROWN OF 8" MIN.(VARI LARGEST PIPE 2. BACKALL WITH CLEAN SAND TO 12" OVER PIPE - - - - - - 30" TO 36" 5' 6' . FOR WATERMAINS. 3. BACKALL WITH SELECT MATERIAL CONTAINING NO STONES LARGER THAN 3" IN GREATEST DIMENSION UNPAVED PAVED TO 12" OVER PIPE FOR SEWER AND DRAIN PIPES. PAVE AS SPECIFIER 4. PROVIDE SCREENED GRAVEL BEDDING TO MID PIPE III- ►" DIAMETER FOR SANITARY SEWERS AND WHERE GROUNDWATER IS ENCOUNTERED AS DIRECTED BY THE ENGINEER. 4" TOPSOIL & SEED k K - -a .. .a o a p -IN- 11 5. REMOVE UNSUITABLE MATERIAL BELOW GRADE IF ENCOUNTERED, TO SUITABLE DEPTHS AS DIRECTED 111 COMMON FILL t 1( BY ENGINEER AND REPLACE WITH CLEAN GRANULAR SHEE77NG (IF R£Q D) TO BE CUT 6. PROVIDE FILTER FABRIC IN TRENCHES FOR HDPE DRAIN PIPE. OFF 5" MIN. BELOW GROUND &� I'I -t FILL. 1" MIN. ABOVE TOP OF PIPE ------4 Ii! 7. ALL TRENCH CONSTRUCTION TO CONFORM TO APPLICABLE e °'= FEDERAL, STATE AND LOCAL REGULA77ONS ANY SHEE77NG DRIVEN BELOW DL 11 ° pe - 111 8. COMPACT FILL AND TAMP PIPE TO 937 MAX. DENSITY UNLESS MID -DIA. OF PIPE SHALL BE O (t OTHERWISE SPECIFIED. LEFT IN PLACE III - ° ° e a ' 9. ALL ROAD CUTS IN MIDDLE STREET SHALL BE DONE WATER, SEWER, DRAIN, OR FORCE _ ° 6" 9 g° m ° PRIOR TO REPAWNG CONTROL DENSITY FILL IS REQUIRED t; FOR BACKFILL£D TRENCHES PROVIDE FILTER FABRIC IN TRENCH -A FOR HOPE DRAIN PIPE. IN (N 10. HIGHWAY CUT FOR GAS SERVICES WILL BE BACKTItLED IN EARTH LEDGE 8" LIFTS, COMPACTED AND WJTH COMPAC77ON 7ES77NG IN t W _ ACCORDANCE WITH TOWN ENGINEERING REQUIREMENTS. (SEE TABLE) 11. LINCOLN STREET EXCAVA7701VS SHALL BE BA CKFILLED A77H CONTROLED DENSITY FILL AND PRIOR TO FINAL PAKNG ROAD MUST BE MILLED AND PAVED CURB TO CURB TO OMITS 50 FEET BEYOND LAST CUT IN EACH DIRECTION. TYPICAL TRENCH SECTIONS NOT TO SCALE 36" MIN. FENCE POST --� (STEEL 'T TYPE OR 2" HARDWOOD) DRIVEN MIN. 16" INTO GROUND, 10' MAX. D.C. 'UNDISTURBED GROUND 20" t r MIN, I I' II 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 I I OF FLOW I 1 pIRECTIOK 11 1I t I' III ti 11 16^ It 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 f HAYBALE DETAIL N.T.S. ANCHOR TEE WATER MAIN VARIES E_ ' 6" GATE VALVE FINISH GRADE �C 3000 LB. CONCRETE DUCT SCHD. #40 24" (MIN.) 'A� Wfll� V TIE DOWN FIRM COMPACTED SUBGRADE STAKE NOTE: 1. PROVIDE SIZE AND NUMBER OF CONDUITS AS INDICATED ON ELECTRICAL DRAWINGS AND SHEET C.1. ELECTRIC DUCT SYSTEM N.T.S. HYDRANT TO BE ADJUSTED TO EXISTING FOUNDA GRADE AND ROTATED AS REQUIRED CONCRETE BACKING AGAINST 4� 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" SCHEDULE 40 Note: Load Condition A Shown (No aaasiope- No Surcharge) Move Blocks Forward During 28" Top Block Installbon to Engage Shear SETBACK = on I Knobs Level (a.0° Batter Angle on Wan) / Ground level lffsf, lEtiil0:1_IirlCnllaat: -1t Bef ®tr n ti =1t ff !1 -ff�t w I tt it if tE 1f FL ®° f t![ PI tt II I! It ILEI`= lLf1.l1a 6f soli It =.li "1t" [ice! tt EE t�El1. ���r�;Llthit ;t[i;tit111ittiltitti, � ® ® ®Bti,tltitlEtt {�lilttilill {! I` F41��aiCS�s® 6■ I�j® s�I�s�Oly�j ®Ol�s�tE.��ll��Il��ti��if7�It' :. s. - •-'ti. f1: 11�IOmOS°��AiiAd° ®OSp 61E IL-II t! tt -- tt !t ' ®.�:IseOa4w ®a°In. P ®ad: ®s►6�! t1�11 =1t it =1! f E t Et— i it (t it —it t tE_HGt— IS —n —.. (. t Exposed wait wall Ground Level Leveling Pad See Redi- Rock.com for Detailed Section Drawings of Each Condition Shown in the Design Charts WALL DESIGN BY OTHERS TYPICAL GRAVITY WALL WITH 28" BLOCKS N.T.S. LESS THAN 10' SEWER CLEANOUT FRAME & COVER (IF IN PAVED AREA) LOAM OR PAVEMENT SET CASTING ASSN PAVED CONCRETE a. ". a 6" SCHEDULE 40 PVC SEWER PIPE -IO 4` SAND BACKFILL BRICK LINE[ SHAPED INl a­1 Q PLAN WALL OF MANHOLE FLOW BRICK SHELF SLOPE 1 " /FT. PRECAST CONC. BASE 8" MIN. BRICK OR CONCRETE FILL UNDISTURBED EARTH L-8" MIN. COMPACTED CRUSHED STONE BASE OR LEDGE SECTION TYPICAL PRECAST SEWER MANHOLE N.T.S. 6" SCHEDULE 40 PVC SEWER PIPE Qe.^ q 6 "x6" FERNCO 4 "x6'" SCHEDULE 40 PVC REDUCER 1:0' ER CLEANOUT WITHIN 10 ) OF BLD. N.T.S. 4' IND£ 5' WDE r 20' PAVEMENT SIDEWALK LANDSCAPE AREA I 1 -112" TOP COURSE 1 -t 2" TOP COURSE 2 -112" BINDER COURSE �� 1 8" GRAVEL b a 2. 1 CUT LOPE DENIE` GRADE CAPE COD BERM — I Bloom,B B "d�P.C.,O_ ®.4 >aee:`w3i..::'• - .�� -ays � -e -Y i'YOa.%! 71 BURIICE 8" 8" MANHOLE FRAME & COVER----,,_ DRAIN FINISHED ROAD GRADE fi TOWN STANDARD) 0 OR GROUND SURFACE MORTAR BED WA7ER BRICK AS REQUIRED TO DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS Imo,/ ( _ ADJUST TO GRADE (8" MAX ASSESSORS: MAP 034 LOT 00123C (376 LINCOLN) 2 COURSE MIN) ZONING: RS MINIMUM REQUIREMENTS: S PRECAST CONC. TRANSITION FRONT SETBACK: 30' w I I SECTIONS OR BARREL LOT FRONTAGE/WIDTH: 1257109 ¢ i ( sT I SECTIONS WITH PRECAST KORN -SEAL BARREL SECTIONS; > i i I TOP SLAB DESIGNED FOR FILL MORTAR JOINTS INSIDE Details H -20 LOADING (MIN.) WITH HYDRAULIC CEMENT 4 Bowser Road i I I (NON - SHRINKING MORTAR) REVISED: May21, 2013 REVISED: June 7, 2013 - WATER PROOF COATING JOB NUMBER: 124,022 MULTIPLES OF 1',2',3',4',5', BE APPLIED TO OUTER OR 6' LENGTHS SURFACE ( PRECAST CONC. BARREL SECTIONS SHELF ELEVATION AT 4' MIN SAME AS CROWN OF 8" MIN.(VARI LARGEST PIPE - - - - - - PRECAST CONC. BASE 8" MIN. BRICK OR CONCRETE FILL UNDISTURBED EARTH L-8" MIN. COMPACTED CRUSHED STONE BASE OR LEDGE SECTION TYPICAL PRECAST SEWER MANHOLE N.T.S. 6" SCHEDULE 40 PVC SEWER PIPE Qe.^ q 6 "x6" FERNCO 4 "x6'" SCHEDULE 40 PVC REDUCER 1:0' ER CLEANOUT WITHIN 10 ) OF BLD. N.T.S. 4' IND£ 5' WDE r 20' PAVEMENT SIDEWALK LANDSCAPE AREA I 1 -112" TOP COURSE 1 -t 2" TOP COURSE 2 -112" BINDER COURSE �� 1 8" GRAVEL b a 2. 1 CUT LOPE DENIE` GRADE CAPE COD BERM — I Bloom,B B "d�P.C.,O_ ®.4 >aee:`w3i..::'• - .�� -ays � -e -Y i'YOa.%! TYPICAL ROAD SECTION - STA. 0+50 N.T.S. TACK COAT BETWEEN WEARING COURSE PER MASS DOT STANDARDS 2 -112" BINDER COURSE 12" GRAVEL BASE PAVEMENT SECTION N.T.S. 12" 1 -112" WEARING COURSE 2 -712^ BINDER COURSE- +`e�'.:S't- •::. -.y. 21i- t -L.i.Y t]::::Yt =i. }:: a.:. -. F. .• �, SUBGRADE CAPE ti BERM NOT TO SCALE JAMES W. BURICE CIVIL NO. 3941A "THIS PLAN IS SUBJECT TO A COVENANT DATED --------- - ---- "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED ______ __" "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ----------- —_" 1, �LkkA a 40,t- � 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 NOTICE OF APPEAL WAS RECIE/ED DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND RECORDING OF SAID N077CE. 014/3 TOWN U 6A TE LEXINGTON PLANNING BOARD Gust. i� DeCELLE 71 BURIICE A O GAS o 149 Independence Avenue Quincy, MA 02169 DRAIN SO 0 10' MIN . FOR REGISTRY USE ONLY WA7ER RULES AND REGULATIONS OF THE REGISTER OF TYPICAL ROAD SECTION - STA. 0+50 N.T.S. TACK COAT BETWEEN WEARING COURSE PER MASS DOT STANDARDS 2 -112" BINDER COURSE 12" GRAVEL BASE PAVEMENT SECTION N.T.S. 12" 1 -112" WEARING COURSE 2 -712^ BINDER COURSE- +`e�'.:S't- •::. -.y. 21i- t -L.i.Y t]::::Yt =i. }:: a.:. -. F. .• �, SUBGRADE CAPE ti BERM NOT TO SCALE JAMES W. BURICE CIVIL NO. 3941A "THIS PLAN IS SUBJECT TO A COVENANT DATED --------- - ---- "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED ______ __" "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ----------- —_" 1, �LkkA a 40,t- � 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 NOTICE OF APPEAL WAS RECIE/ED DURING THE TWENTY DAYS NEXT AFTER SUCH RECIEPT AND RECORDING OF SAID N077CE. 014/3 TOWN U 6A TE LEXINGTON PLANNING BOARD Gust. i� DeCELLE 71 BURIICE & Associates, Inc, 149 Independence Avenue Quincy, MA 02169 (617) 405 -5100 (0) (617) 405 -5101 (F) FOR REGISTRY USE ONLY ! CERTIFY THAT THIS PLAN CONFORMS WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS IN THE COMMONWEALTH OF MASSACHUSETTS Imo,/ GENERAL NOTES: ASSESSORS: MAP 034 LOT 00123C (376 LINCOLN) MAP 034 LOT 00124G (73 MIDDLE) ZONING: RS MINIMUM REQUIREMENTS: AREA: 15,500 S.F. FRONT SETBACK: 30' SIDE SETBACK: 1.5' REAR SETBACK: 15' LOT FRONTAGE/WIDTH: 1257109 PROJECT TITLE 8, LOCATION: Proposed Balanced Housing Development in Lexington, MA PLAN TITLE: Details PREPARED FOR: Barons Custom Homes 4 Bowser Road Lexington, MA DATE: March 25, 2013 REVISED: May21, 2013 REVISED: June 7, 2013 - REVISED` June 24, 2013 JOB NUMBER: 124,022 SHEET 9 OF 9 30 15 U 30 60 SCALE: 1 " =30' E .