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Home My WebLink AboutSite PlanNOT TO SCALE 0-- S SANITARY SEWER, MANHOLE 0--'D---- STORM SEWER, CATCH BASIN NOTES: SOIL TYPES1. i PROVIDE-' ' ! 2 F/MUVOE 1/4 TOOLED JOINTS AT 5' SPACING ----FD---- FOOTING DRAIN ' TREE LINE 4 'uwLEu JOINT N/F - STONE WALL / HARTEN"S POND LLC4-6 175 INLAND WETLANDS / F[/\G NUMBER MARSHPAVEMENT INLAND WETLANDS BUFFER | S41 *41'58"E , ' 2 4 CONTOUR u. ' __-__`SF— SILT FENCE 6' 6" #10 "W.WF183 ^ WELL CA COMPACTED 430 452 IRON PIPE/PIN432--_Al iAGGREGATEBASE/ SOIL TYPES: A CONTINUOUS u 182» Rn - R\DGEBURY^ LEICESTER AND WHITMAN EXTREMELY STONY FINE SANDY LOANS. ' x 00OD R|DGEF|NE SANDY L S ! 4w - ' | 7 7 4;7;7/ FUTURE SHED 0R P0 LRE/CONCRETE |EV]DETAIL | 177 GENERAL NOTESNOTTOSCALE438 1' THIS SURVEY AND/MAPyERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES856- ACRES SECTIONS 20-300b-1 THROUGH 30-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE 0F CONNECTlCUT~AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC ON SEPTEMBER 2G 1996 40 .. IS .` ~'`.'` '`.~...~^^...~., PLAN CONFORMING TO ..".`.Z".`."L "°"°.`"°. °L"^^ D. .`° PROPERTY/BOUNDARY u OPINION IS PRESENTED HEREON.THIS PLAN WAS COMPILED FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES-OFANFORMAT' LINK FENGE- 442 NOT -TO SURVEY, AND /S SUBJEt;T TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. THIS MAP IS INTENDED TO DEPICT THE `_ _ THE. PROPOSED HOUSE AND ~`_INFORMATION C.=y nEnEvm LOT 85 w ^"n,""M" TO ."ryunArn/C ACCURACY CLASS `-u. 2. PROPERTY LINE AND A-2SUBDIVISION PLAN OPEN SPACE ENTITLED: "PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER ROAD M0NTNLLE CONNECTICUT- 8YBENNETT S/LAS ENGINEERING, INC., DATED JANUARY 20. 2000 AND RE\43ED JUNE 20^ 2000. ! EROSION CONTROL NOTES CONSTRUCTION SEQUENCE`171 . 45 3. THIS PARCEL IS ZONED R-120. IT WAS APPROVED AS AN OPEN SPACE SUBDIVISION. SETBACKS ARE GENERALLY FRONT 45^ SIDE 18.75% REAR 45'. 1 DISTURBANCE OF SOIL SURFACE IS REGULATED BY STATE LAW. ALL WORK 1. SECURE ALL NECESSARY PERMITS. NOTIFY CALL-BEFQRE-YDU-O|G~ AT LEAST SHALL COMPLY NTH AN APPROVED 'EROSION AND SEDIMENT CONTROL PLAN" TO THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION, 1-800-922-4455. O' SANITARY SEWER ' | ` ` ^ 4. THE TOTAL AREA OF AFFECTED REGULATED AREA |S 4,Q S Ft PREVENT OR MINIMIZE SOIL EROSION. EASE ENT| ` ` ' CLEAR AS NECESSARY TO INSTALL SEDIMENT BARRIER (AS SHOWN) DOWN GRADE `= |446 5. DAYCARE CENTE 5 STAFF CH|D N, UNDER 0F 3 Y AR' 20 OH|0REN OVER THE OF YEARS. THE INSTALLATION AND MAINTENANCE 0F EROSION CONTROL DEVICES i3 THE OFU|T3 OF ON TRU N/O|TURBAM E A SHOWN. / ` . . 58 OF THE SITE CONTRACTOR. TOWN OFFICIALS MAY CONTACT R. " .. , _448 -- RESPONSIBILITY/ SUMMERS AT 048-3 5 REPORT ANY FAULTY CONDITIONS. 3. CLEAR AND GRUB ALL EXISTING VEGETATION WITHIN THE PROPOSED CONSTRUCTION ~J ---'' LIMITS. REMOVE ALL TVWP AND BRUSH FROM THE 0 ' -' '`- `- ''~~ w rn" . ` __ 4^- | 3THE CONTRACTOR SHALL CONFORM TO "CONNECTICUTGUiDEUNE3 FOR SOIL ` `\ .~- ( AS AMENDED, AS A GUIDE IN CONSTRUCTION OF 4. STRIP TOPSOIL ON THE SITE. STOCKPILE TOPSOIL ON SITE INANAPPROVEDEROSIONANDSEDIMENTCONTROL E O MBT C T|M0 P AREA. T DOW T Sm B wmm 4* DIAMETER CONCRETE FILLED GRAPHIC SCALE ' GRADING OF SlTC ' COATSSTEELPIPE. APPLY TWO 4. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO OF PAINT MEE11NO CONNDOT w o 0 20 40 80 16061_01 THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. 5. EXCAVATE FOR AND INSTALL FOUNDATION. INSTALL UNDERGROUND UTILITIES, SPECIFICATION M.07.01. nv 454- 5. THETHE OONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, 0. COMPLETE ROUGH GRADING OF SITE AND CONSTRUCT BINDER COURSE OF ANGLE 10^ VPSLOPE REPAIR, OR REPLACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER PAVEMENT AND CURBING. OPERATION. FOR STABILITY AND COMPLETE FINAL GRADING OF SITE PRIOR TO FRAMING OF THE STRUCTURE. 7. POST SELF CLEANING. 6' THE CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL IN FEET ) 04 DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM FILTER R\BR|O m= 1 inch = 40 ft. 4^" CONCRETE 8. REMDVE SOIL EROSION AND SEDIMENT CONTROL MEASURES ONLY AFTER SITE IS 6" GRAVEL BASE FLOW O 10 BACKFILL' FINISHED ADEOW SrC71/lKJ A- lk 12" MIN. D TH 12" DIAMETER CONCRETE FOUNDATION 1' SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 8"X8" TRENCH. TO POST AND EXTEND /T TO THE AND COMPACT THE wF u' SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. LEGENDPLACEMENT &^ CONSTRUCTION OF SYNTHETIC ALTER BARRIER NOT TO SCALE EXISTING PROPOSED . PROPERTY/STREET LINE EASEMENT L|J / DETAIL7-/\ ||BOLLARD L_ @ --- --- --' BUILDING SETBACK []NE i N NOT TO SCALE NOT TO SCALE 0-- S SANITARY SEWER, MANHOLE 0--'D---- STORM SEWER, CATCH BASIN NOTES: SOIL TYPES1. i PROVIDE-' ' ! 2 F/MUVOE 1/4 TOOLED JOINTS AT 5' SPACING ----FD---- FOOTING DRAIN ' TREE LINE 4 'uwLEu JOINT N/F - STONE WALL / HARTEN"S POND LLC4-6 175 INLAND WETLANDS / F[/\G NUMBER MARSHPAVEMENT INLAND WETLANDS BUFFER | S41 *41'58"E , ' 2 4 CONTOUR u. ' __-__`SF— SILT FENCE 6' 6" #10 "W.WF183 ^ WELL CA COMPACTED 430 452 IRON PIPE/PIN432--_Al iAGGREGATEBASE/ SOIL TYPES: A CONTINUOUS u 182» Rn - R\DGEBURY^ LEICESTER AND WHITMAN EXTREMELY STONY FINE SANDY LOANS. ' x 00OD R|DGEF|NE SANDY L S ! 4w - ' | 7 7 4;7;7/ FUTURE SHED 0R P0 LRE/CONCRETE |EV]DETAIL | 177 GENERAL NOTESNOTTOSCALE438 1' THIS SURVEY AND/MAPyERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES856- ACRES SECTIONS 20-300b-1 THROUGH 30-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE 0F CONNECTlCUT~AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC ON SEPTEMBER 2G 1996 40 .. IS .` ~'`.'` '`.~...~^^...~., PLAN CONFORMING TO ..".`.Z".`."L "°"°.`"°. °L"^^ D. .`° PROPERTY/BOUNDARY u OPINION IS PRESENTED HEREON.THIS PLAN WAS COMPILED FROM OTHER MAPS RECORD RESEARCH AND/OR OTHER SOURCES-OFANFORMAT' LINK FENGE- 442 NOT -TO SURVEY, AND /S SUBJEt;T TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. THIS MAP IS INTENDED TO DEPICT THE `_ _ THE. PROPOSED HOUSE AND ~`_INFORMATION C.=y nEnEvm LOT 85 w ^"n,""M" TO ."ryunArn/C ACCURACY CLASS `-u. 2. PROPERTY LINE AND A-2SUBDIVISION PLAN OPEN SPACE ENTITLED: "PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER ROAD M0NTNLLE CONNECTICUT- 8YBENNETT S/LAS ENGINEERING, INC., DATED JANUARY 20. 2000 AND RE\43ED JUNE 20^ 2000. ! EROSION CONTROL NOTES CONSTRUCTION SEQUENCE`171 . 45 3. THIS PARCEL IS ZONED R-120. IT WAS APPROVED AS AN OPEN SPACE SUBDIVISION. SETBACKS ARE GENERALLY FRONT 45^ SIDE 18.75% REAR 45'. 1 DISTURBANCE OF SOIL SURFACE IS REGULATED BY STATE LAW. ALL WORK 1. SECURE ALL NECESSARY PERMITS. NOTIFY CALL-BEFQRE-YDU-O|G~ AT LEAST SHALL COMPLY NTH AN APPROVED 'EROSION AND SEDIMENT CONTROL PLAN" TO THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION, 1-800-922-4455. O' SANITARY SEWER ' | ` ` ^ 4. THE TOTAL AREA OF AFFECTED REGULATED AREA |S 4,Q S Ft PREVENT OR MINIMIZE SOIL EROSION. EASE ENT| ` ` ' CLEAR AS NECESSARY TO INSTALL SEDIMENT BARRIER (AS SHOWN) DOWN GRADE `= |446 5. DAYCARE CENTE 5 STAFF CH|D N, UNDER 0F 3 Y AR' 20 OH|0REN OVER THE OF YEARS. THE INSTALLATION AND MAINTENANCE 0F EROSION CONTROL DEVICES i3 THE OFU|T3 OF ON TRU N/O|TURBAM E A SHOWN. / ` . . 58 OF THE SITE CONTRACTOR. TOWN OFFICIALS MAY CONTACT R. " .. , _448 -- RESPONSIBILITY/ SUMMERS AT 048-3 5 REPORT ANY FAULTY CONDITIONS. 3. CLEAR AND GRUB ALL EXISTING VEGETATION WITHIN THE PROPOSED CONSTRUCTION ~J ---'' LIMITS. REMOVE ALL TVWP AND BRUSH FROM THE 0 ' -' '`- `- ''~~ w rn" . ` __ 4^- | 3THE CONTRACTOR SHALL CONFORM TO "CONNECTICUTGUiDEUNE3 FOR SOIL ` `\ .~- ( AS AMENDED, AS A GUIDE IN CONSTRUCTION OF 4. STRIP TOPSOIL ON THE SITE. STOCKPILE TOPSOIL ON SITE INANAPPROVEDEROSIONANDSEDIMENTCONTROL E O MBT C T|M0 P AREA. T DOW T Sm B wmm GRADING OF SlTC ' 4. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO w THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. 5. EXCAVATE FOR AND INSTALL FOUNDATION. INSTALL UNDERGROUND UTILITIES, nv 454- 5. THETHE OONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, 0. COMPLETE ROUGH GRADING OF SITE AND CONSTRUCT BINDER COURSE OF REPAIR, OR REPLACEMENT OF EROSION CONTROL DEVICES TO ENSURE PROPER PAVEMENT AND CURBING. OPERATION. 16.8COMPLETEFINALGRADINGOFSITEPRIORTOFRAMINGOFTHESTRUCTURE. 7. 6' THE CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL SEED IN ALL UNPAVED AREAS AND SPREAD STRAW OR HAY. 04 DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM h0~1 m= 8. REMDVE SOIL EROSION AND SEDIMENT CONTROL MEASURES ONLY AFTER SITE IS 7. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES ARE TO BE STABILIZED. SPREAD AND STABILIZED IN LEVEL, EROSION RE0 T0 ONS AS GENERAL BIT. . FILL WITHIN THE LAWN AND LANDSCAPE AREAS. \ 167' tA _ - ! 8. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, SIDEWALKS, PAVEMENT, ` \ ARKING SU CLASSROOM BUILDING / CRUSHED STONE' OR TRAFFIC BOUND GRAVEL SURFACE SHALL BE PLANTED WITH ,162| GRASS ON 4° THICKNESS TOPSOIL 166 9SEEDING: BETWEEN APRIL 1 TO JUNE 30 AND AUGUST 1 TO SEPTEMBER 30. ` ` .° ° / ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE \ ` `_ - __ /J 48mPARKINGSPACESPROVIDED12 STABILIZATION '-OPES. SEEDING SHALL BE DONE IN ACCORDANCE NTH THE SEEDING AND SLOPE STABILIZATION DIRECTIVES: ' A. FINE GRADE SEED BED TOGETHER WITH LIMESTONE AT A RATE OF 110 LBS. | PER 100 8F AND 10-10-10 FERTILIZER ATA RATE OF 15 LBS PER 1000 SF , B. APPLY THE FOLLOWING SEED MIXTURE PER 100 SF: KENTUCKY BLU[ GRASS AT 2 LBS CREEPING D FESCUE AT 1 LB, PERENNIAL RYEQRASS AT 2 LBS. i C. IF SEEDING CANNOT BE DONE WITHIN THE SPECIFIED SEEDING DATES' SEED WITH ANNUAL RYEQRASS AT A RATE OF 1 LB/1000 SF AS A TEMPORARY MEASURE ` RESEEDING REQUIRED) OR SEED AS SPECIFIED AND PROVIDE MULCHING AND/0R PERIODIC WATERING FOR SUMMER MONTHS. ' 10. MULCHING- IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE NTH STRAW OR HAY AT A RATE OF 1 TON/ACRE. SPREAD MULCH BY HAND OR MULCH BLOWER. 16 15. Irk i L=1 i L^= . R 83 OO (-}- ' a ,N O2 518" ' r '~ ' = | / T = .72' | C JL [J t |[ — R = 11485.00' L = 176.31'| -r T = 225225-65' L = 451.25' ' m