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Home My WebLink AboutPlanLEGEND STAPLES STONE WALL SILT FABRIC TO EXTEND PROPERTY LINE 6"BELOW GROUND LEVEL 100' MON MONUMENT FOUND FND 153.5 FT. Q REBAR FOUND FND IRON PIPE FND 0 IP i FND EXISTING CONTOUR _ .. .. 34 FT. RETAINING WALL IP FND N /F LORI S. THIEL 105-040—A REFERENCE IS MADE TO 1, CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, MAY 2002. 2. SOIL SURVEY OF NEW LONDON COUNTY CONNECTICUT, U.S.D.A. SOIL CONSERVATION SERVICE 1983. DEVELOPMENT PROPOSED DEVELOPMENT WILL ALLOW FOR REMOVAL OF A 1012± S.F. HOUSE AND A REPLACEMENT STRUCTURE ON THE EXISTING FOOT PRINT. TT THE PROPOSED SITE IS GENERALLY COMPOSED OF THE FOLLOWING SOIL TYPES: HINCKLEY "HkC" "HkC" — HINCKLEY GRAVELLY SANDY LOAM, 3 TO 15 PERCENT SLOPES, THIS GENTLY SLOPING AND SLOPING, EXCESSIVELY DRAINED SOIL IS ON STREAM TERRACES, OUTWASH PLAINS, KAMES, AND ESKERS. ♦ TT1 T !l Tl'A ,rr lL TT TIT A XT PRIOR TO THE COMMENCEMENT OF OPERATIONS IN ACCORDANCE WITH ANY PERMIT ISSUED BY THE TOWN OF MONTVILLE INLAND WEETLANDS COMMISSION, THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES. THE CONTRACTOR SHALL OBTAIN A SITE INSPECTION FROM THE TOWN OF MONTVILLE ZONING ENFORCEMENT OFFICER TO ENSURE THAT ALL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN ACCORDANCE WITH THIS NARRATIVE. UPON CERTIFICATION WITH RESPECT TO THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES, THE CONTRACTOR MAY COMMENCE OPERATIONS PURSUANT TO THE PERMIT. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE "FILTER BARRIER INSTALLATION & MAINTENANCE" NARRATIVE. NO STRIPPING OF TOPSOIL IS PROPOSED. �z w MON i FND ry O DEVELOPMENT SCHEDULE IT IS ANTICIPATED THAT DEVELOPMENT WILL BEGIN NOVEMBER OF 2007. PRIOR TO THE START OF CONSTRUCTION THE DEVELOPER IS TO SCHEDULE A RECONSTRUCTION MEETING ON SITE WITH TOWN STAFF AND PROJECT ENGINEER TO DISCUSS IMPORTANT SITE ISSUES INCLUDING SCHEDULING, SITE ACCESS, CONSTRUCTION METHODS, AND INSPECTION PROCEDURES. SEQUENCE OF CONSTRUCTION 1. INSTALL EROSION AND SEDIMENT CONTROL STRUCTURES AS SHOWN. 2. REMOVE EXISTING BUILDING 3. INSTALL ALL PROPOSED UNDERGROUND UTILITIES. 4. CONSTRUCT NEW STRUCTURE 5. OBTAIN FINAL INSPECTION. 6. REMOVE EROSION AND SEDIMENT CONTROL. �-.�� .r. r--. i� r� ♦ i•� r� -rr� T� T'� i' 1-4 m ♦ t T & TT ll 1 7 A 1 ,f ♦ T-lk Tf I TT lk T ♦ lk T rY T" 1. DIG A 6" TRENCH ON THE UPHILL SIDE OF I HE BARRIER LOUAI IUN. 2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THE POST 1.5 FEET INTO THE GROUND. 3. LAY THE BOTTOM 6" OF THE FABRIC IN THE TRENCH TO PREVENT UNDERMINING AND BACKFILL. 4. INSPECT AND REPAIR BARRIER AFTER HEAVY RAINFALL. 5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF ONE FOOT BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA WHICH IS NOT REGULATED BY THE INLAND WETLANDS COMMISSION. 6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE WEEKLY. / ,p N/F / 2 DENNIS M. AND CAROL A. KASS 105-022-000 55D LAUREL POINT ROAD / 90 / DEED PARCEL 9?,,_ LINES 1 95r 0. /•• '96, / / / N/F HELEN AND VIRGINIA C. CURTIN 105-024-000 114 MAPLE AVENUE UNCASVILLE, CT / WOOD STAKE STAPLES L 0 T AREA SILT FABRIC TO EXTEND 13, 429 S. F. 6"BELOW GROUND LEVEL 100' FLOW MIN. FRONT YARD SETBACK /-- EXCAVATE 6"x 6" TRENCH TO 153.5 FT. / COVER FABRIC AND 20 FT. :. �' •. ';• :' ;' .. COMPACT BACKFILL MIN. REAR YARD > 6" i MAXIMUM BUILDING HEIGHT SILT FENCE DETAIL 34 FT. NOT TO SCALE 3.1' co Co W6, GRAPHIC SCALE "TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." 10 n 5 10 20 40 I THIS DRAWING IS THE PROPERTY OF THE L.L.C. THIS PLAN AND ( IN FEET ) REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE 1 inch = 10 ft. TITLE: LAND N g. 18859 NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OR JOHN PAUULL MEREEN BLUE COLORED STAMPED SEAL AND SIGNATURE OF THE LAND DATE:` AUGUST 23, 2007 SURVEYOR OR ENGINEER WHO PREPARED THIS PLAN. / 7B.x- BENCHMARK; I'JAIL SET IN �6' OAK ZONING COMPLIANCE CHART ZONE DISTRICT. R-80 REQUIRED PROVIDED L 0 T AREA 80, 000 S.F. 13, 429 S. F. MIN. LOT FRONTAGE 180 FT. N/A MIN. FRONT YARD SETBACK 50 FT. 153.5 FT. MIN. SIDE YARD SETBACK 20 FT. J. 1 FT.* MIN. REAR YARD 50 FT. 38.5 FT. MAXIMUM BUILDING HEIGHT 35 FT 34 FT. * PREEXISTING NON- CONFORMING OXOBOXO LAKE AREA MAP SCALE: 1" = 1000' NOTES: 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300ID-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A PROPERTY SURVEY BASED ON A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2, MAP REFERENCES A. PLAN SHOWING PROPERTY OF JAMES A. & CAROLYN E. McMULLEN TO BE CONVEYED TO DOROTHY E. DAMBERG 43 LAUREL POINT DRIVE MONTVILLE CONNECTICUT SCALE 1"=20' OCTOBER 1983 GEORGE H. DIETER L.S. B. PLAN OF PROPERTY OF PHILIP L. & MARY B BRUCKNER OFF LAUREL POINT DRIVE TOWN OF MONTIVLLE, CONNECTICUT SCALE: 1"=20' KING & MULLEN LAND SURVEYORS NOVEMBER 20, 1985 C. PLAN OF PROPERTY OF WILLIAM J & VIRGINIA C. CURTIN OFF LAUREL POINT ROAD OXOBOXO LAKE OAKDALE, CONN. DATE: OCT. 1, 1989 SCALE: 1"=20' KING & MULLEN LAND SURVEYORS 152 ROUTE 163 UNCASVILLE, CONN. 3. BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION Or THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. 4. THIS MAP AND SURVEY IS VALID ONLY IF PRINT OR MYLAR HAS THE EMBOSSED SEAL AND LIVE SIGNATURE OF THE SURVEYOR. 5. THIS PARCEL IS CONTAINED IN VOLUME 409 PAGE 270 OF THE MONTVILLE LAND RECORDS. 6. PROPERTY INCLUDES LAND 56' IN WIDTH FROM HIGH WATER LINE OF OXOBOXO LAKE INTO SAID LAKE TO THE MAIN CHANNEL IN THE CENTER OF THE LAKE, SUBJECT TO FLOWAGE RIGHTS AS APPEAR ON RECORD. 7. THE SITE CONTAINS HkC SOILS — HINCKLEY GRAVELLY SANDY LOAM, 3 TO 15 PERCENT SLOPES. THIS GENTLY SLOPING AND SLOPING, EXCESSIVELY DRAINED SOIL IS ON STREAM TERRACES, OUTWASH PLAINS, KAMES AND ESKERS. IMPROVEMENT LOCATION PLAN PROPERTY OF THOMAS M. & KAREN O. CURTIN 5 5 E LAUREL POINT DRIVE MONTVILLE, CONNECTICUT SCALE. 1" = 10' DATE: AUGUST 23, 2007 SHEET I OF I JOB NO. 07-030