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HomeMy WebLinkAboutSite Plan2x2 WIRE 1 RE1 MESH 4" PVC : ELBOW in F' �-� 1-1 CID o .e x \ OR' \ \ i STANDARD D -BOX WITH ELBOW NOT TO SCALE NIL 7,9 4„ �``.`` �\\ \ \ \�ry ai \ \ -Ti a TOPSOIL 70 - - \ \ \ \ SUITABLE FILL FILTER FABRIC too 2,. o- \ 4,. PERFORATED \ \\ \ \ n � � ` \. ♦\ \\\ / ` y -_. 1/0 PIPE iv O > -�` \ o 1 " STONE QUO TRENCH CROSS SECTION NOT TO SCALE PROVIDE SILT FENCE NTAI lN`TH OUGNR 11\T CONsTRuc-now\, _ \ RESERVE AR -96 ljo \ PR OVID 8" \\ O \ \ >: `: \ i Ik�6i ' 90 PVC SLED ?-9sF0 -440 \ \\ `\ / / r 437.40 \ \ PROVIDE 65LF OF \ \ \ \PVC SDR 35 \�` T'y i 37.57'r� f FOOTING 440 - \ DRAIN 4 4 Q.` \ \ \ \ ROI 1000 �\�� �._.-- TANK N SEPI iC \ \ \ OVIDE 25 LF _r14 / } 4,50 \.� \ \5 `.., 4 9.50 SCHEDULE 40 / ^� / JN �. \ \ \ ��` ► 6084 � / _--/ 460 \ \ t LUT I/' / BENCHMARK PK NAIL DE44 O UJ . CK --�-�' / / / 4- ` � � / --� -- \ ,-" , , 1 I ` ELEVATION - 441.431j \ ` _,PR ED 4 \ \ ( \ Lut; LVN GRADE TO DRAIN 7 5' -WELL \ -�Dlus -- _ � I � 450 ` � \ _ ``� \ �\ \ , N�NVEL OPE �O 00 460 lr CAST CONCRETE COVERS PLAN PROVIDE RISERS 4x4 12.6/12.6 TO WITHIN 12" OF \ \\ \ \ I ' • • i GA. WIRE MESH FINISH GRADE AT 6x6 6/6 GA, INLET AND OUTLET 24' WIRE MESH PROVIDE 4 OUTLET FILTER INLET \_ 3" VENT-- "'ire 3" vErvr OUTLET POLYLOK � , PL -122 47 LIQUID LCL � oo I HOT r t CONT SIPHALTS SEAL tf ) LO Cf 4" SCHEDULE 140 INLET BAFFLE / FILTER --- /( ANGLE 10' UP SLOPE FABRIC FOR STABILITY AND 4" OUTLET BAFFLE LINED W/ 1/8 PVC i / SELF CLEANING POST I 60 GAS DEFLECTOR CROSS SECTION QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE = PROJECT MANAGER Iff`Z.� , i� / / d i / /\ j .100.0 GALLON SURVEY P / / / / COMPACTED Q / BACKFILL �� 2 COMPARTMENT ENVIRONMENTAL / /, �/ r�V j'/ ,SEIC TANK cnnL 6 ,Y � �,�, � / ,o°', �---�q-g� PTNOT TO SCALE STRUCTURAL ARCHITECTURAL ` / ,�1t0 \ SILT FENCE 1 / FILE J 4855 � � NOT TO SCALE / EROSION AND SEDIMENT CONTROL PLAN 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF ---- SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR, 6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION, 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF, NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. } TEMPORARY VEGETATE. COVER PLANTING SCHEDULE MULCHES APPLICATION RATE NOTES SEEDING DATES: PER 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-2�15 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE LOT ,#44/4-005 TH #L9A 04/28/2000 0"-13" TOPSOIL 13"-36" SUBSOIL 37"-78" GREY SILTY SAND W/ SOME GRAVEL NO LEDGE, NO WATER, MOTTLING @ 37" TH #L9B,- 04/28/2000 0"-4" TOPSOIL 4"-41 " SUBSOIL 41 "-89" LIGHT GREY SILTY SAND NO LEDGE, NO WATER; NO MOTTLING TH #L9C - 04/28/2000 0"-6" TOPSOIL 6"-39" SUBSOIL 40"-96" LIGHT GREY SILTY SAND NO LEDGE, NO WATER, MOTTLING @ 41 " TH #L9D - 04/28/2000 0"-9" TOPSOIL 9"-33" SUBSOIL 33"-91" LIGHT GREY 'SILTY SAND NO LEDGE, NO WATER, NO MOTTLING PERCOLATION RATE PER MAP REFERENCE 12 MINUTESINCH / [+AAP REFERENCE SUBDIVISION PLAN FOR OXIBY FARM, LLC, MONTVILLE, CT, PREPARED BY CHANDLER, PALMER & KING, NORWICH, CT. SCALE 1" = 40'. DATED 05/01/2000 REVISED 9/06/00. DESI9 DATA PERCOLATION RATE = 12 MINUTES/INCH 3 BEDROOM RESIDENCE REQUIRES 675 SF OF LEACHING AREA PROVIDE (2) (115)' (48" WIDE) TRENCHES - IN SERIES EFFECTIVE LEACHING AREA = 690 SF PROVIDE A 1000 GALLON 2 -COMPARTMENT TANK M.L.S.S. REQUIRED = (HF X FF X PF) 18 X 1.5 X 1.5 = 40.5' M.L.S.S. PROVIDED = 115' EREPARE ASE6 OE POSED =M A$ EQLLQ 1.) REMOVE AND STOCKPILE TOPSOIL. 2.) PLACE SELECT FILL IN 6" LIFTS, 3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. 4.) FILL TRENCHES WITH STONE AGGREGATE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE, 5.) CAP ENDS OF PIPES. 6.) PLACE A.4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL, 7.) REPLACE TOPSOIL, SEED & MULCH. N][.Ll 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 2.) BASE FOR LEVELS: SUBDIVISION MAP. 3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4.) LOT AREA = 3.73►_ ACRES 5.) BENCHMARK TO BE: SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION. 6.) PRIOR TO THE START OF CONSTRUCTION, THE HOUSE AND SEPTIC SYSTEM ARE TO BE STAKED BY A LICENSED SURVEYOR. 1�=GENO FF FIRST FLOOR ELEV ELEVATION SF SQUARE FEET PROPOSED SILT FENCE - -450- - EXISTING CONTOURS �452r PROPOSED CONTOURS STONE WALL r -A WL# 3-121 LIMITS OF INLAND WETLANDS 449,2 INVERT ELEVATION TH# L9C TEST HOLE I BUILDING SETBACK LINE W-6" KNOCKOUT INLET & V OUTLET OPENINGS 1� 0 RIBS INSIDE + cV 0 Z o CAST CONCRETE COVERS PLAN PROVIDE RISERS 4x4 12.6/12.6 TO WITHIN 12" OF \ \\ \ \ I ' • • i GA. WIRE MESH FINISH GRADE AT 6x6 6/6 GA, INLET AND OUTLET 24' WIRE MESH PROVIDE 4 OUTLET FILTER INLET \_ 3" VENT-- "'ire 3" vErvr OUTLET POLYLOK � , PL -122 47 LIQUID LCL � oo I HOT r t CONT SIPHALTS SEAL tf ) LO Cf 4" SCHEDULE 140 INLET BAFFLE / FILTER --- /( ANGLE 10' UP SLOPE FABRIC FOR STABILITY AND 4" OUTLET BAFFLE LINED W/ 1/8 PVC i / SELF CLEANING POST I 60 GAS DEFLECTOR CROSS SECTION QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE = PROJECT MANAGER Iff`Z.� , i� / / d i / /\ j .100.0 GALLON SURVEY P / / / / COMPACTED Q / BACKFILL �� 2 COMPARTMENT ENVIRONMENTAL / /, �/ r�V j'/ ,SEIC TANK cnnL 6 ,Y � �,�, � / ,o°', �---�q-g� PTNOT TO SCALE STRUCTURAL ARCHITECTURAL ` / ,�1t0 \ SILT FENCE 1 / FILE J 4855 � � NOT TO SCALE / EROSION AND SEDIMENT CONTROL PLAN 1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 2.) DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED, 3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF ---- SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR, 6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION, 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF, NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. } TEMPORARY VEGETATE. COVER PLANTING SCHEDULE MULCHES APPLICATION RATE NOTES SEEDING DATES: PER 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-2�15 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE LOT ,#44/4-005 TH #L9A 04/28/2000 0"-13" TOPSOIL 13"-36" SUBSOIL 37"-78" GREY SILTY SAND W/ SOME GRAVEL NO LEDGE, NO WATER, MOTTLING @ 37" TH #L9B,- 04/28/2000 0"-4" TOPSOIL 4"-41 " SUBSOIL 41 "-89" LIGHT GREY SILTY SAND NO LEDGE, NO WATER; NO MOTTLING TH #L9C - 04/28/2000 0"-6" TOPSOIL 6"-39" SUBSOIL 40"-96" LIGHT GREY SILTY SAND NO LEDGE, NO WATER, MOTTLING @ 41 " TH #L9D - 04/28/2000 0"-9" TOPSOIL 9"-33" SUBSOIL 33"-91" LIGHT GREY 'SILTY SAND NO LEDGE, NO WATER, NO MOTTLING PERCOLATION RATE PER MAP REFERENCE 12 MINUTESINCH / [+AAP REFERENCE SUBDIVISION PLAN FOR OXIBY FARM, LLC, MONTVILLE, CT, PREPARED BY CHANDLER, PALMER & KING, NORWICH, CT. SCALE 1" = 40'. DATED 05/01/2000 REVISED 9/06/00. DESI9 DATA PERCOLATION RATE = 12 MINUTES/INCH 3 BEDROOM RESIDENCE REQUIRES 675 SF OF LEACHING AREA PROVIDE (2) (115)' (48" WIDE) TRENCHES - IN SERIES EFFECTIVE LEACHING AREA = 690 SF PROVIDE A 1000 GALLON 2 -COMPARTMENT TANK M.L.S.S. REQUIRED = (HF X FF X PF) 18 X 1.5 X 1.5 = 40.5' M.L.S.S. PROVIDED = 115' EREPARE ASE6 OE POSED =M A$ EQLLQ 1.) REMOVE AND STOCKPILE TOPSOIL. 2.) PLACE SELECT FILL IN 6" LIFTS, 3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. 4.) FILL TRENCHES WITH STONE AGGREGATE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE, 5.) CAP ENDS OF PIPES. 6.) PLACE A.4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH NATIVE MATERIAL, 7.) REPLACE TOPSOIL, SEED & MULCH. N][.Ll 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 2.) BASE FOR LEVELS: SUBDIVISION MAP. 3.) PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4.) LOT AREA = 3.73►_ ACRES 5.) BENCHMARK TO BE: SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION. 6.) PRIOR TO THE START OF CONSTRUCTION, THE HOUSE AND SEPTIC SYSTEM ARE TO BE STAKED BY A LICENSED SURVEYOR. 1�=GENO FF FIRST FLOOR ELEV ELEVATION SF SQUARE FEET PROPOSED SILT FENCE - -450- - EXISTING CONTOURS �452r PROPOSED CONTOURS STONE WALL r -A WL# 3-121 LIMITS OF INLAND WETLANDS 449,2 INVERT ELEVATION TH# L9C TEST HOLE I BUILDING SETBACK LINE SHEET 30 15 0 30 ') OF ') GRAPHIC SCALE IN FEET mry V _ 1� 0 0 Z o � '(00 rl PP 4/ Z CO Z C 00 � 00 00 00 00 Lij d Qy X Im U- 4-1 Ll'i Ow U to r77 LL. W � , =< Ld zLij _ Q 0 LJ U d '+ © U E � CO W 8 0 t� w 0 x -i a) w V1 a cu � z F_ �-- o E w ch mU V) o 0 r � z T O W N 1.0 O 0. V) Lf) O O Q _ O w Dr In cr I N OLd O z p w z 0 w \1 1 O fL O O m U , w 0 d ry C) w s U o 0 O CJ w b- 0 DATE: u SHEET 30 15 0 30 ') OF ') GRAPHIC SCALE IN FEET mry V _ Lij 0 Z o 0 Z 0 Z a V F_ 00 Lij d v V Ll'i Ow L.r.J _,., to r77 LL. W � , =< Ld zLij _ Q 0 LJ U d O a- CO W 0 t� w x -i 00 w V1 O z F_ �-- 0 ch V) o 0 z T O W r� 1.0 O 0. SHEET 30 15 0 30 ') OF ') GRAPHIC SCALE IN FEET mry V _ 0 Z o w N �' Z a V F_ o uLLJ v V 0 Ow V > c7 m li w LJ o 0 INN d 0 00 O O N Q o z T O W r� 1.0 O V) Lf) O O Q _ O Dr In cr I N OLd O z p w z 0 w \1 1 O fL O O m U , w 0 d ry C) w s U o 0 O CJ w b- DATE: 06/10/2004 30' SCALE: 1" = SHEET 30 15 0 30 ') OF ') GRAPHIC SCALE IN FEET