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Home My WebLink AboutSite PlanRBNHL_L63.DWG POST ANGLE 10' UPSLOPE FOR STABILITY AND ZING. FILTER 12" MIN. DEPTH COMPACTED BACKFILL 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH A 6'X6' TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL PLACEMENT & CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOT TO SCALE ell, 5 _ n MIN. FILTER FABRIC CONNDOT 2" CRUSHED GRAVEL / 20' MIN CONSTRUCTION ENTRANCE NOT TO SCALE 0/1 4,11 CONSTRUCTION NARRATIVE OWNER'S NAME \ MAILING ADDRESS GENERAL - EXISTING 1. THE PROPERTY OWNER IS PROPOSING TO CONSTRUCT A SINGLE FAMILY ROBIN HILL ESTATES, LLC 61 RESIDENCE ON THIS PROPERTY. P.O. BOX 3063 2. THE WETLAND SOILS ON THIS LOT ARE OF THE RIDGEBURY, LEICESTER AND WITMAN SOIL TYPES. WETLAND VEGETATION CONSISTS OF MIXED HYDROPHYTIC PLANT SPECIES. ROBIN HILL ESTATES, LLC. 57 3. HOUSE TYPE, HOUSE PLACEMENT, DRIVEWAY PLACEMENT, HEIGHT OF FOUNDATION WALLS AND THE EXTENT OF FILLING AROUND THE FOUNDATION WERE AMONG THE ALTERNATIVES CONSIDERED WHEN PLANNING THE LAYOUT OF IMPROVEMENTS. MILFORD, CT 06460 CONSTRUCTION SEQUENCE - ROBIN HILL ESTATES, LLC 1. INSTALL SEDIMENT BARRIER IN THE LOCATIIONS SHOWN. P.O. BOX 3063 2. INSTALL CONSTRUCTION ENTRANCE. MILFORD, CT 06460 3. STRIP TOPSOIL AND STOCKPILE FOR LATER USE. SEED STOCKPILE IMMEDIATELY SOIL TYPE WITH ANNUAL RYEGRASS (SEEDING RATE: 1.00 LBS PER 1,000 SQ FT). INSTALL SEDIMENT BARRIER ALONG THE DOWNSLOPE SIDE OF THE STOCKPILE. ---go---- 4. EXCAVATE FOR UTILITIES AND FOUNDATION. N 5. CONSTRUCT THE HOUSE. - 6. MAKE UTILITY CONNECTIONS TO HOUSE. 1 7. SPREAD THE TOPSOIL AND FINE GRADE. SPREAD SEED, LIME AND FERTILIZER IN S ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. C 8. REMOVE ALL SEDIMENT BARRIERS AFTER PERMANENT GROUNDCOVER HAS BEEN IT ESTABLISHED. FINE GRADE THE AREA AND SEED AS NECESSARY. 0 PERMANENT SEEDING SCHEDULE - 2 MEADOW SEED MIXTURE: E SMOOTH BROME GRASS 0.22 LBS PER 1,000 SQ FT B SWITCH GRASS 0.11 R PERRENIAL RYEGRASS 0.11 LITTLE BLUE STEM 0.11 3 R TOTAL 0.56 LBS PER 1,000 SQ FT FERTILIZER: NONE GRASS SEED MIXTURE: CREEPING RED FESCUE 0.45 LBS PER 1,000 SQ FT REDTOP 0.05 TALL FESCUE 0.45 TOTAL 0.95 LBS PER 1,000 SQ FT FERTILIZER: 10-10-10 APPLY AT 7.5 LBS PER 1,000 SQ FT LIMESTONE: APPLY AT 150 LBS PER 1,000 SQ FT SEEDING DATES: APRIL 15 THROUGH JUNE 15 AUGUST 15 THROUGH SEPTEMBER 15 MULCHING: SPREAD HAY/STRAW OVER ALL AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES PER 1,000 SQ FT. TARGET FOR 100% COVERAGE. ANCHOR BY USING NETTING OR TRACKING AS NECESSARY. TEMPORARY MEASURES - GRAPHIC SCALE 40 n 20 40 80 ( IN FEET ) 1 inch = 40 ft. OPEN SPACE LOT 61 d 0) N t! J N -`� - - N19'51'51"W ,' 235.00' _ d d� d e, t o Cq LOT 63 92 15240 sq. c est. 3 OPEN SPACE o 00 ` o `( - - - - S19'51 51 E OTES THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICL ECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAP ONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO P PINION IS PRESENTED HEREON. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PI AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC A . PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A- NTITLED: "ROBIN HILL ESTATES PREPARED FOR OWNER/DEVELOPER DIOUNDA AND ALEJO ORI LACK ASH SWAMP ROAD, MONTVILLE CONNECTICUT" BY JOHN KOPKO JR. & ASSOCIATES, DA' EVISED JULY 1990. . THIS PARCEL IS ZONED R40. IT WAS APPROVED IN ACCORDANCE WITH SECTION 5.5 OF EGULATIONS AMENDED THROUGH AUGUST 1, 1988 AS A CLUSTER SUBDIVISION. SETBACKS A FRONT 40'; SIDE 12'; REAR 40'. 4. WETLAND FLAGS SHOWN HEREON ARE BASED UPON THE MAP ENTITLED: "LOT DEVELOPME ESTATES BLACK ASH SWAMP ROAD OAKDALE CONNECTICUT" BY JOHN KOPKO JR. & ASSOC SCALE 1"=40', DATED JAN. 90. 5. PHEASANT RUN IS CURRENTLY UNDER CONSTRUCTION AND IS NOT AN EXISTING TOWN RO MONUMENTATION WILL BE SET UPON COMPLETION OF THE ROAD CONSTRUCTION. SEED MIXTURE: ANNUAL RYEGRASS 1.00 LBS PER 1,000 SQ FT MULCHING: SAME AS ABOVE SEED AND MULCH ALL EXPOSED AREAS THAT WILL NOT BE BROUGHT TO GRADE FOR A PERIOD IN EXCESS OF THIRTY DAYS. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION WILL BE JOHN D'AMATO (203) 874-5992. THE MAINTENANCE OF THE PERMANENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE LOT OWNER. ROBIN HILL ESTATES ADJACENT PROPERTY OWNERS TAX MAP #28 BLOCK 005 LOT # OWNER'S NAME \ MAILING ADDRESS EXISTING 62 ROBIN HILL ESTATES, LLC 61 P.O. BOX 3063 PROPERTY/STREET LINE MILFORD, CT 06460 64 ROBIN HILL ESTATES, LLC. 57 Iw P.O. BOX 3063 INLAND WETLANDS MILFORD, CT 06460 67 ROBIN HILL ESTATES, LLC IWB P.O. BOX 3063 INLAND WETLANDS BUFFER MILFORD, CT 06460 DATE: TITLE. DATA ACCUMULATION PLAN JULY 22, 1999 SCALE. PLOT PLAN 1"=40' LOT 63 ROBIN HILL ESTATES SHEET: 1 OF 1 10 PHEASANT RUN DWG. NO.:1 1 MONTVILLE, CONNECTICUT 7 D ROBIN HILL ESTATES, LLC P.O. BOX 3063 MILFORD, CT 06460 ROBIN HILL ESTATES, LLC. P.O. BOX 3063 MILFORD, CT 06460 THE EMBOSSED SEAL OF THE LAND SURVEYOR MUST BE AFFIXED HERE FOR THIS MAP TO BE VALID SOIL TYPES: Rn - RIDGEBURY, LEICESTER AND WITMAN EXTREMELY STONY FINE SANDY LOAMS. CrC - CHARLTON-HOLLIS VERY STONY FINE SANDY LOAMS. Cc13 - CANTON AND CHARLTON VERY STONY FINE SANDY LOAMS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ICHAEL J. R.L.S. #10831 BENNE T T & SMILA S ENGINEERING, INC. 415 KILLINGWORTH RD., P.O. BOX 241 HIGGANUM, CONNECTICUT 06441 (860) 345-4553 FAX (860) 345-3858 LEGEND EXISTING PROPOSED PROPERTY/STREET LINE - - BUILDING SETBACK LINE Iw INLAND WETLANDS ,►IIS MARSH IWB INLAND WETLANDS BUFFER CrC SOIL TYPE SCS SOIL TYPE BOUNDARY ---go---- ^- CONTOUR 9ox1 sOx1 SPOT ELEVATION SF SILT FENCE 7 D ROBIN HILL ESTATES, LLC P.O. BOX 3063 MILFORD, CT 06460 ROBIN HILL ESTATES, LLC. P.O. BOX 3063 MILFORD, CT 06460 THE EMBOSSED SEAL OF THE LAND SURVEYOR MUST BE AFFIXED HERE FOR THIS MAP TO BE VALID SOIL TYPES: Rn - RIDGEBURY, LEICESTER AND WITMAN EXTREMELY STONY FINE SANDY LOAMS. CrC - CHARLTON-HOLLIS VERY STONY FINE SANDY LOAMS. Cc13 - CANTON AND CHARLTON VERY STONY FINE SANDY LOAMS. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ICHAEL J. R.L.S. #10831 BENNE T T & SMILA S ENGINEERING, INC. 415 KILLINGWORTH RD., P.O. BOX 241 HIGGANUM, CONNECTICUT 06441 (860) 345-4553 FAX (860) 345-3858