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Home My WebLink AboutSite PlanN/F NOW OR FORMERLY RCP REINFORCED CONCRETE PIPE ^ / /7/ / '^� ""/`�/�///vL� /L^yy SF SQUARE FEET ' '328,5 `~ . . \ TYP. TYPICAL � munc un Lcoa 1O8 --EXISTING CONTOUR e» / � IRON PIPE OR PIN TO BE SET CD<DcD(D<Z)C> STONE WALL ----�---- LIMIT OF INLAND WETLANDS --X--~---X--�pR0POSED S|LTFENCE ` - PROPOSED CONTOUR `_-_ / ~9 . NOTES: 1. CONTRACTOR SHALL VERIFY BENCHMARKS 2. CALL BEFORE YOU DIG (800)-922-4455 ._ -�er i0c c\j -` /VL�r/�� 7 /�/ ��}^ ' --~ \ \ \ '`. /T7�,_ , .4� / ~` \ '- �� / v \ \ / 114 / /06 \ / /14 / �----.. \ \ \ ' ' I--7-~' \ `^ \ \ /�»^' 'v / \ ^'wV . vG ` " ' /�~�� \ ' \ -~«7' \ \ \ \ / \ \ '0 00 -20 0�f it ~~ ' /V^�^ ' ��, ~_ `� ' -�"OP -'c/70 040z � @A Dn�^V / / 40 H USE HOUSE _ , ,�rx 18+83 7�/�� 2O4 �� INVr^' ' 99 /CLPs12 WWF- 49CIOWF- 46SA4H deep) �N48 -59'12'W R. RICHARD SNARSIG SOIL SCIENTIST, CP8S#1975 GRAPH(�l��T�� ^�/�AT� IC ^�.�zzx�^�20 0 10 20 40 so ( IN FEET ) 1. "PLAN OF MATI0ACLARK PROPERTY PEQUOT ROAD MONTVILLE, CONNEC11CUT DATE: DECEMBER, 1973 SCALE 1"=40'"W.&MORSE CIVIL ENGINEER & LAND SURVEYOR NEW LONDQN, CONNECTICUT. 2- "RIGHT OF WAY AND TRACK MAP NEW LONDON NORTHERN R.R. CO. OPERATED BY THE CENTRAL VERMONT RR. CO. STATION 52+80 TO STATION 105+60 SCALE 1 |N.-100 Fl[ JUNE 30' 1917~ OFFICE OF VALUATION ENGINEER. 8l[ ALBANS. VERMONT. V -1/S-78 3' "N.L.N'R.R' MAP SHOWING LOCATION OF PAUNERTON SIDING IN THE TOWN OF MONTNLLE COUNTY OF NEW LONDON" DEC. 8TH 1898 SCALE: 80FTTO 1 IN SHEET #5 THIS MAP IS FOUND IN THE MONTNLLE TOWN CLERKS HANGING FILE BUT IS NOT INDEXED. 4, "SITE GRADING PLAN PREPARED FOR D.W. TRANSPORT& LEASING PEgUOTROAO, MONTNLLE, CONNECTICUT SCALE: 1" = 30' DATE: DEC. 12, 2001" PREPARED BYHEALEY &cASSOC|ATEG, LLC' 5. "SWEWER EASEMENT PLAN PREPARED FOR D.W. TRANSPORT 6b LEASING PEQUOT ROAD, MONTNLLE, CONNECTICUT SCALE 1" = 40' DATE: MAY 20, 2003" PREPARED BY HEALEY 8x ASSOCIATES, LLC' SUR Y NOTES: 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. ON SEPTEMBER 28, 1996. THIS SURVEY CONFORMS TO CLASS C STANDARDS FOR HORIZONTAL ACCURACY. AND TYPE T-2 FOR TOPOGRAPHICAL ACCURACY. THE TYPE OF SURVEY PERFORMED IS A GENERAL LOCATION SURVEY BOUNDARIES ARE BASED ON MAP REF. 5 Assessors Mop # 72 Lot 38 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED DA MICHAEL C. HE*LE'. P.L.S. cT uc # 17247 CERTIFICATION IS NOT VALID WITHOUT UVE SIGNATURE AND EMBOSSED (IMPRESSION) TYPE SEAL / GENERAL CONSTRUCTION SEQUENCE 1) CONSTRUCTION ACTIVITIES WILL COMMENCE AFTER PLANNING AND ZONING APPROVAL AND THE PLANS ARE FILED WITH THE APPROPRIATE TOWN AGENCIES. 2) CONSTRUCTION WILL COMMENCE DURING THE FALL OF 2003 WITH THE ANTICIPATED COMPLETION IN THE FALL OF 2004. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. 3. Call Before you dig 1-800-922-4455 4) REMOVE EXISTING TREES, BUILDINGS, AND WIRES. ROUGH GRADE PARKING AREAS 5) INSTALL RETAINING WALLS, UNDERDRAINS AND BACKFILL 6) FINE GRADE AND PAVE PARKING AREAS, INSTALL CURBING, BARRIERS, FENCES AND RAILING. 7) FINE GRADE EMBANKMENTS 8) SEED AND FERTILIZE ALL DISTURBED AREAS OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE ENGINEER 9) ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED UPON PROJECT COMPLETION EROSION AND SEDIMENTATION CONTROL 1) CONSTRUCTION IS EXPECTED TO COMMENCE DURING THE FALL OF 2003 AND IS EXPECTED TO BE COMPLETED IN THE FALL OF 2004. 2) EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE TOWN PRIOR TO CONSTRUCTION. 3) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" DATED 1988 4) ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED OR REPLACED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD AS NECESSARY. OR AS DIRECTED BY THE TOWN OF MONTVILLE. 5) SEDIMENT REMOVED FROM ANY CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. 6) ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED NECESSARY OR AS REQUIRED BY THE ENGINEER OR TOWN OF MONTVILLE 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING ALL EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THESE PLANS OR AS ORDERED BY THE ENGINEER. 8) ALL DISTURBED AREAS ARE TO BE RAKED, SEEDED, AND FERTILIZED OR SODDED AT THE COMPLETION OF THE PROJECT. IN THE EVENT CONSTRUCTION TAKES LONGER THAN ANTICIPATED ALL DISTURBED SLOPES SHALL BE MULCHED PRIOR TO THE WINTER MONTHS. 9) THE FOLLOWING DATES FOR SEEDING SHALL BE USED: SPRING: MARCH 15 TO JUNE 15 FALL: AUGUST 15 TO OCTOBER 15 10) SILT FROM ALL DRAINAGE STRUCTURES SHALL BE REMOVED AT PROJECT COMPLETION. WIRE FENCING AND SET STAKES APPROX 10' APART FILTER FABRIC STAPLED TO STAKE 18" MIN. REVEAL IN PARKING AREAS TOP OF WALL VERTICAL FACE 3' X 3' X 8' PRECAST CONCRETE BLOCKS SEE BIT. PAVEMENT DETAIL COMPACTED SUBGRADE 6' HIGH STOCKADE FENCE 2.1 —I TYPICAL WALL SECTION NOT TO SCALE STORM SEWER STRU FILTER FABRIC 6" PERF. PVC UNDERDRAIN EL. VARIES STOCKADE FENCE NOT TO SCALE GRAVEL FILL OVER PIPE 12' GRAVEL FILL - COMPACTED IN 6' LAYERS 12' 1 6' 1 12' SEWER AND DRAINAGE PIPE 6' IN EARTH CUT 12' IN ROCK CUT 6" UNDERDRAIN TRENCH DETAIL NOT TO SCALE width and cross slope varies /2" BITUMINOUS CONCRETE - + ace Course FJLUUU I F<UAU PAVEMENT OVERLAY DETAIL NOT TO SCALE '` 12' PARALLEL PARKING 24' TRAVEL LANE Remove Broken Pavement Match existing pavement with 1-1 /2" Class I or II Bit. Pavement J 2" x 2" x 3' STAKE TOE OF SLOPE /V <e (2 PER BALE) � FLOW w EXCAV. 6" x 6" TRENCH ~ > BACKFILL TO COVER WIRE PER 7 FENCING & FILTER FABRIC BALES BUTT TOGETHER 6 i►a z �^ „ 100. C 3/8„ PER FOOT 3/8PER pOT 5 e 0� %= 2" DARER BED FLOW e �- SEE BITUMINOUS CONCRETE SEE PAVEMENT —— STAKER OR TWO BALE. s X PAVING DETAIL OVERLAY DETAIL STAKESFOR Eac� BALE. r� GUTTER FLOW --+ 9 8 EXISTING GROUND ROADWAY SECTION WITH PARKING SILT FENCE DETAIL NOT TO SCALE HAY BALE BERM FOR SLOPES NOT TO SCALE HAYBALE INSTALLATION AT CATCH BASINS NOT TO SCALE DATE: MARK REYNOLDS, P.E. CT LIC. # 19789 68 BOGG LANE LEBANON, CT 06249 2" BITUMINOUS CONCRETE - CLASS li 3" BITUMINOUS CONCRETE - CLASS I 8" MIN. CONN. D.O.T. PROCESSED L5 AGGREGATE AFTER COMPACTION 8" MIN. COMPACTED GRAVEL BASE 3" MAX. STONE BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE