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Home My WebLink AboutSite PlanLEGEND & ABBREVIATIONS N/F NOW OR FORMERLY VN RCP REINFORCED CONCRETE PIPE DA "I'ALI S.F. SQUARE FEET 7^0 TYP. TYPICAL ± MORE OR LESS ---��108EX|STI NQ CONTOUR � IRON PIPE OR PIN TO BE SET c>CDcDxZ>CzC:) STONE WALL CZL ----��---- LIMIT 0FINLAND WETLANDS / ' —X—X— PROPOSED S|LTFENCE ' PROPOSED � no�o��o oomTOUR ~^ �� - ' ` c� - -' \mx�. `�-- -- ^- �p�� fo V, 114 Clj � 706 C) ro 1,7 17, ro LJERSE mum '08 Gulft 2)4 107.91 dt 22z- >-1 uc P 96- P HOU 4- HOUSE soft 83 104.3 INV, 97.84 94 97,34 44 IN ilillilljl 99 WF— 49 21 sediment Poo, NOTES: 1. CONTRACTOR SHALL VERIFY BENCHMARKS 2. CALL BEFORE YOU DIG (800)-822-4455 �Zp .,4yv] ~`' ~c �� .,- ~'. «� /y�, - � -'v AN -1k v Iry WAWA - 7 -7 A WF -30 106 �R- Il RICHARD SmARSB2 S0D. SCIENTIST, C98S#1975 GRAPH��T��T��T(" ��[`�Tl� IC ��^�zz�u�20 0 10 20 40 80 ( IN FEET ) 1. *PLAN OFMATILDA CLARK PROPERTY PEQUOTRK]AD MCNTVILLE CONNECTTCUTOATE/ DECEMBER, 1973 SCALE 1°=40'"W.&MORSE CIVIL ENGINEER & LAND SURVEYOR NEW LONDON, 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+80 SCALE 1 \N'-100 F[ JUNE 30, 1917" OFFICE OF VALUATION ENGINEER. 3l. ALBANS. VERMONT. V -1/S -7B 3. ^w.L.N'R'R. MAP SHOWING LOCATION OF PAUWERTON SIDING IN THE TOWN OF MONTNLLE COUNTY OFNEW LONDON" DEC. 8TH 1888 SCALE: 80FTTO 1 IN SHEET #5 THIS MAP IS FOUND IN THE MONTNLLE TOWN CLERKS HANGING FILE BUT |SNOT INDEXED. 4. "SITE GRADING PLAN PREPARED FOR D.W. TRANSPORT& LEASING PEQUOTRO*B, MONTNLLE, CONNECTICUT SCALE: 1° = 30^ DAT[: DEC. 12, 2001° PREPARED 0YHEALEY 8x ASSOCIATES, LLC' 5. "8WEWER EASEMENT PLAN PREPARED FOR D.W. TRANSPORT 8x LEASING PEQWOTROAD, MONTNLLE' OONNEO11CUTSCALE 1" = 40' DATE: MAY 20, 2003~ PREPARED BYHEALEY 8x ASSOCIATES, LLC' SURVEY 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 20, 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 Aaoonaoro Mop # 72 Lot 38 TO WY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT ASNOTED HEREON )/-JI(c -7 MICHAEL C. HEALEY, P.L.S. CT UC. # 17247 CERTIFICATION IS NOT VALID WITHOUT LIVE SIGNATURE AND EMBOSSED (IMPRESSION) TYPE SEAL ��p 1 7 ?OO� |U "�. � , `"." /u ob 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 i 18" MIN. REVEAL IN PARKING AREAS TOP OF WALL VERTICAL FACE 1' STEP 3' X 3' X 8' PRECAST CONCRETE BLOCKS SEE BIT, PAVEMENT DETAIL ��1V �/ �/ COMPACTED SUBGRADE _f 18' 6' HIGH STOCKADE FENCE see pave detail PEA STONE OR CRUSHED GRAVEL ------------ SLOPE It8" PER FOOT 0 �— 2' — 1 TYPICAL WALL SECTION NOT TO SCALE =111101. 6" PERF. PVC UNDERDRAIN EL. VARIES STORM SEWER STRUCTURE STOCKADE FENCE NOT TO SCALE ASPI'"' T MA\!r\Ir\IT BASE MATEF GRAVEL FILL OVER PIPE 12• GRAVEL FILL COMPACTED IN 6' LAYERS GRASS AREA 7 .„ _L - TED IN 'LAYERS SND PIPE IN EARTH CUT IN ROCK CUT 6" UNDERDRAIN TRENCH DETAIL NOT TO SCALE width and cross slope varies /2" BITUMINOUS CONCRETE - + ace Course FJLQUU I NUAU 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 e <a2" x 2" x 3' STAKE TOE OF SLOPE w (2 PER BALE) FLOW EXCAV. 6" x 6" TRENCH -� FLOW ~ > BACKFILL TO COVER WIRE 9 v o' 3/8„ PER FOOT FENCING &FILTER FABRIC BALES BUTT TOGETHER Uj z �} R FQQT 3l$"y P 100• a 3/8" PER FOOT LOPE — 5 00 ao DISTURBED 11_ X SEE BITUMINOUS CONCRETE GUTTER FLOW SEE PAVEMENT 2" awcHOR W+TH TWO 2•x2•Xs PAVING DETAIL OVERLAY DETAIL AREA FLOW STAKES FOR EACH BALE ---- A 9 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 II 3" BITUMINOUS CONCRETE — CLASS I BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE y SEP 17 2003 CA GI r 0 8"; SIN. CONN. D.O.T. PROCESSD' r' r`AGGREGATE AFTER COMPACTION 0 8" MIN. COMPACTED GRAVEL BASE 0 �% 3" MAX. STONE �n n BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE y SEP 17 2003