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Home My WebLink AboutSite Plan. � d F u c r c E c c L E c l f t l { f c ., i t c i t c t t w x o w cu 11 w w 0 w F-1 CD cu 6. �v _/F N/r- tll� ".., it.) /A CB AREA OF CENTRAL VEWONT RAILROAb 0 7,�,J', 6, DAVID M. 6( THOMA5 G. COMPANY RIGHT OF WAY VOL. 143 PG. 206 COREEN J. FARIA GOA MONTVILLE LANb RECORbS & REFERENCE COR.P. CONNOLY MAP #6. N F\ I N/F KIRK R. MERCADO\ N/F MEI JIANG YANG N/F INSTALL MILLINGS BERM .......... PAUL E. ....... ... ............ PHOEBE W. & .... . ..... KALIN CHENG DONG DEREK R Z& OCKHOL e U, .. .. ......... WILLIAM T. ko mp ..... ...... tj. ILL— ACT - :I , 1`105T KOCH JR, CE N/F . ..... nA DONNA v, 0 "k," ILL/NG' m S STATE OF FRANKLIN ... ....... ULLIN . ..... 6" CRUSH f I' vk t L) ... ........ IT uull SIT," CONNECTICUT .... ... . ... IMI I'll' A . ... ...... . ......... . ......... . ......... IT. ............ 1AB -------- ....... .. ...... A U-' F- lit. �,J .. ........ . E 5 -b �AICEJ B 6� ..... ..... . W., M `7 �:J _WITH WOODEf, 0 DI IE, RI R)� si� jI . . ....... Al RAIL_SYSTE . ........... I 't JU .......... ... M EEDED,,-___' (,y, ......... W/GEO CSW2 ""J A� 4T ...... ... .. _ . ....... SAND FILTER B SE x d 24 4 11 '11, - 1 `m� 1, l", \*1k WIDTH 10', P CE �Y, THICK RIP RAP X J� U. IS "t, 'Af, 45 _�qq I x N P c: Tf�Kl G, is '4 J k j J, An . ......... =e, h, if 4TT",/, tz it j j j j j� "Ai sjo IN IT 9"1 4 7, 7 y ("i'll- Ik A I T, 2 ef, REGU A E ,51 2_0-Y", J N�J h? 0 R A C T1 V1 /T, Y ........ . . . ....... .. kc H 'T IM "ED""'i .0ld-, pp . ..... ......... . . . . . Cro D E'11 I j -XISTIN OVE WT C _u eTi "3 OVE > 0 V CLEAK: R E R 0 R kf< E [A T 'c' PARKING A %,q "hi IT �.Tvj I �ol -f!J P 'y ,k - - A EX & X . . . ....... "'. i I "I �1. , � I k, " 1) SIGNAGE: X9 44�f]," 7 7 f' e 'Y '7 AL. A z>" I , , ... , ,, 1 , ", " I " v . - """R" TOREt _-GRA'1w,_ C) ML -A f NEAR Ml,"IL MODIFIE IPRAP 6 t:'T"k, yfT Mk, W/GEOT T1 67* ,,I 'T E y ND F LTE 11 LTE A. "SLOW WORK AREA'p N Ai e kIk%� R x 4f k? ............... S TD. Sx 3' D. 0. T. S TL. 0, B R E N'T" A,6 0 'qi W i\ v ... ...... . i)EVINE 4', 6U LLC 61 ? J, I G N A G E':� "EMPLOYEES ENTRANCE/EXIT & DELIVERIES" (STD,_,3,,".x3--.,D.o.,T.""STL.) A'Ar 101 it e '4q'i 4_1 'A� AL 64 . . ...... ... . I _c I I " 11 11 A) % COA/C �5 7, j .... ... . .. . . ....... . IT TO - 'e F9-.;,% j G 6 1.J 'N 5 7 Y3 W I � 10 if w 2_ j APP" .6` W.M. 6: 3P k% 9 5 J C 0 Y, L EXCAVATE RESTORE IMMEDIATELY IN 01 REMEDIAL TARGET AREA �Ik F J' 6_6" -tow-, SECTIONS TO ALLOW FOR DIRECT PLACEMENT IN %! 0 ...... .. DESIGNATED FILL AREA r 01, 'Ps qk� -ED SOIL FILL om. /7� MINI -EXCAVATE BOBCAT IMPACI % . ..... 4 AREA AS ELEVATION IN FILL AREA CAN REDEVELOPMENT "3j," FARIA EXPANSION SIGNAGE: TV "01 4 .......... ACCOMODATE (4'x6'x,3/4" LAMINATED J .......... . . . . . ....... u A I k-1 ii�% i v PLYWOOD) fA z it I,." I'd Tj A 4 6� ly, TEMP. CONST A 2 7�[Z7:2 it's 'it 13 SPCI Pl 12 es PROP J, BENCHMARK j . I � il� 11. 1 C 0 N C. j i ,, " e "N. ADD MILLINGS TO' WALK ON i'v'! w INSTALL 2" MILLINkjS 6 MIN. PROCESSED >1 01 Tli`;��`,.Ik�,�:: IMPROVE GRADE A TOP FRAME SMH -NO TRESPASSING" NECESSARY SIGNAGE: N 6`567' f IT. ELEV=76.54 T D. Sx 3' D. 0. T. S TL. AGGREGATE 26x9,, r 5+25 mw N 6+ Ik I, 21 if 0 d- CL6§E I lk"M'� !b' L F'-,, ..... TEMP. �,A S NEE CLF LF bEb TO PLACE 'ILL �ONST. C CONST.— -26.0 PRO Jj ........ ....... .... P RE T_.— WALL 1 F61 SECTION 5 ABOVE WALL OUTSIDE OF WALL ASoOON AS T STRIP REPLACE PAVEM*EN X C)" -TRACKING EXISTINb GRADE NTI g "N PAD (CE) 6� SAW -CUT, REMOVE STOCKPILE A > SPHA LT IN, 5, N, IMPACTED SOIL FROM REMEDIAL,.'� STOCKPILE FILL RESERVE AREA TO PLACE RECEIVE & TEMP Emp. S AREAS N" SEE NO El ED. TRAP #3 N N 0. co Ao LEGENI) EXISTING FIELD TOPOGRAPHIC SURVEY CONTOUR 46 PROPOSE[) CONTOUR 46 PROP05ED ELEVATION EXIST-ING FIELD TOPOGRAPHIC SURVEY ELEVATION. 129XI EXISTING TREELINE P POPOSEI) TREELINE LIMIT OF WETLANDS 85 EXISTING SIGN EXISTING LIGHT POLE CL&P EXISTING UTILITY POLE 2744 EXISTING CHAIN LINK FENCE EXISTING BARBED/BOX WIRE FENCE x EXISTING STOCKADE FENCE 0 EXISTING IRON PIN EXIST-ING MONUMENT EXISTING CATCH BA5IN 171 EXISTING STORM MANHOLE 0 EXISTING SANITARY MANHOLE 0 EXISTING SANITARY SEWER MAIN EXISTING WATER MAIN/5ERVICE W_ EXISTING GAS MAIN/5ERVICE G EXISTING UNDEPGROUNI) UTILITIES U T_ EXISTING OVERHEAD WIRES -OHW EXISTING MONITOR WELL 1: V T _rT r A r,V [JT/ --[J %A / A -rCn I TK IC _j 114 kimu'LIN (FIELD LOCATED BY SURVEYOR) EXISTING ORDINARY HIGH WATER LINE : TV f (FIELD ESTIMATED BY A.E.I.) PROPOSED CATCH BASIN -11151 I'N V-- .118 It ( 1� .; 111 V-_ 11. 5 2 (0 UT 11 El PROP05ED STORM MANHOLE CONSTRUCTION ENTRANCE (CE) CON5T; CHAIN LINK FENCE �x c5W CRUSHED STONE & WOODCHIP BERM TREE PROTECTION TP GEOTEXTILE SILT FENCE G5F OUTFALL (#). 01 TEMP. SED JUNCTION J1 T5T TEMPORARY SEDIMENT TRAP TRAP #1 STONE CHECK DAM WB 5CD TEMPORARY WATER BAR 111�1,Nzffi N310103 _22m MAIN ON-5ITE TRAFFIC & WORK FLOW Ft OA-TH (,25r 97, 19 h9 2 PARKING 114 SPACE5 AVAILABLE %7 . —K v 2,13. 6 6 NOTE 1. PLACE FILL BEHIND RETAINING WALL TW=13,06(111�,l 5) SIGNAGE: 1W -ION TO DIRECT .4 FROM STOCKPILE. TRANSIT AUTHORIZED PERSONNEL HARD HAT AREA AFTER STOCKPILE IS REMOVED. A:, SITE CONTACT NAME & PHONE NUMBER COMPACT FILL IN 18" LIFTS. P NO IDLING OR "JAKE" BRAKES" (4'x6'x3/4" LAMINATED PLYWOOD) BENCHMARK TOP FRAME SMH 4"- 251 ELEV=23.66 N _47 I I I 1 11 ,,, 'w 'j TFz,!5+(. N 1>< Xa PROTECT & EXTEND MW'S AS j AREA �X_ k CONSTRUCTION PROGRESSES `J6( v 5 6 % f 8 + 75 463658 5. F IN, k J 10.6441 AC. T y g� .J� I I !,.r LL If v, NOTES: f ,HT5 OF THE CENTRAL VERMONT PAILPOAD COMPANY, PARCEL SUBJECT TO RIC Tr N CT R WATER RIGHTS MAY EXIST & WHATEVER -;63.7' r FLOWAGE RIGHTS, WHATEVE P, I N V= -118, 2 0 i 4) RIGHTS OF WAY MAY EXIST, VOL, 143 PG. 206 MONTVILLE LANb RECORD5. 'AU -N INV=43.70tC, F=25.52 L 2,52 (1.14 -5) J- L=2 SIGNAGE: A 4" "NO TRESPASSING" HORIZONTAL DATUM: NAD 83 kt 4 fl,=22.' ?7(11\-] W) VIER J, ,TICAL DATUM: NGVb 29 (STD. 3'x3" D,O.T. STIL.) FLOOD INSURANCE PATE MAP NEW LONDON COUNTY, CONNECTICUT D MAP NUMBER 09011CO36IJ RE VISED AUGUST 5, 2013 FLOOD INSURANCE STUDY NEW LONOON COUNTY, CONNECTICUT SEE SHEETS 11 FOR \01 IT U5T 5, 2013 MAP NUMBER 09011CVOOIB P ,EVISED AUG WALL CROSSS-SECTION V AND GRADING DETAILS vk� g -T 24" 54,1 1 1] ........... REFERENCE MADE TO MAP TITLE[): '-CON, T p rEt ;T; CI F smi R VILLE, CONN. ,IA CO P. MONT "EXISTING CONDITIONS MAP #42 PINK P xl� �7_ ,OW PROPERTY OF THOMAS G. FAR INV -20,69(11-1) m tj. ............ �"J PREPARED FOP, Ar)YANCED ENVIRONMENTAL INTERFACE, INC. MIDDLEFIELD, CONN." OATE: 11-26-13, 5CALE: I"=40' BY AE5CHL�MAN LAND SURVEYING, PC EAST HARTFORD, CONN. -47.34 Z I smi I ROAD CO (y, ROAo CO 'MONL 711 Y REFEP TF 5! 0 J, v.::.1.4.89 REO TO AS CL&P T or FARIA LANE 6304"� GRAPHIC SCALE An On A (I SIGNAGE: "SLOW WORK AREA" (STD. 3x3' D.O.T. STQ REV. 4-24-14 REV. 2-11-14 P&Z 5ET IN FEET REV. 2-10-14 I hich 40 ft. REV. 1-28-14 REV. 1-14-14 PHASE 2 - CONSTRUCTION AND EROSION SEI)IMENTATION -CONTROL PLAN #42 PINK POW PREPAREb FOR THOMAS G. FARIA CORP. MONTVILLE, CONN. 5HEET 3 OF 12 5HEET5 ADVANCED ENVIRONMENTAL INTERFACE, INC. 8 OLD INDIAN TRAIL MIDDLEFIELD, CONN. 06455 208-858-4034 AESCHLIMAN LAND SURVEYING, PC. 1379 MAIN STREET EAST HARTFORD, CONN -06106 (860)-528-4881 DATE: i2-4-13 SCALE: I" = 40' MAP NO. 21,3074-113 N/F STATE OF CONNECTICUT N/F DAVID M. COREEN J. CONNOLY N/: - f . ......... KIRK R. MERCAbO\ ................ _� . . . .... .......... IA........... ........ . . .... ..... .......... ,7 8 to 31 A...... 0 1J, �A, Polk, spaces M IYU. 3 0 N/F THOMAS G. AREA OF CENTRAL VERMONT RAILROAU FARIA COMPANY RIGHT OF WAY VOL. 143 PG. 206 CORP. MONTVILLE LANO RECOP,05 A REFERENCE MAP #6, N/F J� .. ........ U., .. ..... ... ...... . ... . . ....... .... ... b, All M, k�l J0 6, ...... ... ... 5 Oii.10< hil, "4 v -,ip Y ly . . ......... ... . .. ..... ...... f.. ..... .... Ze v( . .. ......... "k, ao '61 . ..... . ......... t / i7 '5 . . ........ .... . ............. 7 P C CD ....... ... # "p" . ......... . 24 SP C H�jqn IS rly t x __q 1"4 J. . ... ...... N P G, ffil ... ... .... .... Xll ki, -j /* 8� j 12 4 S 4, _1 t b", 11 G1 P 4R ii P,4 fill f Ail r �q 'J ........... Y,4. ........ ... . F t: 6 'E d lol N, , �� ,,,,�,z A"i, ......... . . . . . . ..... ..... E ....... .... 0 ,T f . . ....... . , J. . . ........ . . . . . . . . . . . . . . . . . �'T % V k� /J -j 'C k9 EXISTING PARKING ilk - e. Rm5 a, TO 'A 11X .. ....... ...... .. ........ x r C vlw 0 1 L o 0 IJ "tJ 4 % �`, - ,",*4��."""." -I., % - /1 "' I d rn Z114 D 0 E M 18 SP A�CES 5) ALI R E o__. -G R' .... ... .... L J_,A� 1�, j io!, I C114 % e AL, _o E V/ � , :,." ;:� 7.N A SIGNAGE: 41 tki "I - - 11 1 TSLOW WORK AREA" oul k,. ." i,\ 47 6 �J A, /(STD. 3'x,3' D.O.T. STQ BREN ........... 0- i! a A1.1t A -Z DEVINE 'A �_y V 6 _1 it c) h- % 4t b 51"", sm L,LC A `l k It ................. "EMPLOYEES ENTRANCE/EXIT .-SIGNA G E x es r"'r,'-s; i's CON N1, 1-N )k DELIVERIES V . . . . . . . . . S TD 3,',,x,- 52 !j ack J P'l." A V S'. �1 . ........... a[ :TC r -v J!i "1 77 3\ 179 ROUT & ABANDON S� 6a G LEGENb N/F MEI JIANG YANG 46 PAUL E. PHOEBE W. 46 PROPOSED ELEVATION KALIN DEREK ROCKHOLZ EXISTING FIELD TOPOGRAPHIC SURVEY ELEVATION CHENG DONG EXISTING TREELINE WILLIAM T. N/F PROPOSE I)TREELINE wu F E.J i,1' �IoSy KOCH JR. bONNA ? FRAI FRANKLIN 64� . ........ .s J� .. ........ U., .. ..... ... ...... . ... . . ....... .... ... b, All M, k�l J0 6, ...... ... ... 5 Oii.10< hil, "4 v -,ip Y ly . . ......... ... . .. ..... ...... f.. ..... .... Ze v( . .. ......... "k, ao '61 . ..... . ......... t / i7 '5 . . ........ .... . ............. 7 P C CD ....... ... # "p" . ......... . 24 SP C H�jqn IS rly t x __q 1"4 J. . ... ...... N P G, ffil ... ... .... .... Xll ki, -j /* 8� j 12 4 S 4, _1 t b", 11 G1 P 4R ii P,4 fill f Ail r �q 'J ........... Y,4. ........ ... . F t: 6 'E d lol N, , �� ,,,,�,z A"i, ......... . . . . . . ..... ..... E ....... .... 0 ,T f . . ....... . , J. . . ........ . . . . . . . . . . . . . . . . . �'T % V k� /J -j 'C k9 EXISTING PARKING ilk - e. Rm5 a, TO 'A 11X .. ....... ...... .. ........ x r C vlw 0 1 L o 0 IJ "tJ 4 % �`, - ,",*4��."""." -I., % - /1 "' I d rn Z114 D 0 E M 18 SP A�CES 5) ALI R E o__. -G R' .... ... .... L J_,A� 1�, j io!, I C114 % e AL, _o E V/ � , :,." ;:� 7.N A SIGNAGE: 41 tki "I - - 11 1 TSLOW WORK AREA" oul k,. ." i,\ 47 6 �J A, /(STD. 3'x,3' D.O.T. STQ BREN ........... 0- i! a A1.1t A -Z DEVINE 'A �_y V 6 _1 it c) h- % 4t b 51"", sm L,LC A `l k It ................. "EMPLOYEES ENTRANCE/EXIT .-SIGNA G E x es r"'r,'-s; i's CON N1, 1-N )k DELIVERIES V . . . . . . . . . S TD 3,',,x,- 52 !j ack J P'l." A V S'. �1 . ........... a[ :TC r -v J!i "1 77 3\ 179 ROUT & ABANDON S� 6a G N, pox "k i X 'j, _J WELLS J "6, 1/ 0 R", ... ....... J, T"" r ...... .... ....... ........ % �11 le -1 e., v .... . . . .......... AW i"? X A y- 6 6 9 7/7 tv" 11 0 1 ", !" -F:7 (I 77 __j A COVG� APPI ,,j (I)hl,' 6' �j'V.M. 77"r 7 .1 �Plvud. f. blil REMEDIAL TARGET AREA"`-///-,/ 1.52(0UT Ii'l!", N R-'GR'OUNDWATER rz ILI 5.) t REMO E' 4, F. E 2 FEET BELOW EXISTING GRADE. TE 7� OEDIATION M E R PIT 'Al" 0 FL= 18.25 .......... v v AND RIPRAP 6"ANG. RIP RAP, 18" THICK -ABRIC SIGNAGE- Z, 51 '11�.�._T_ I :R F, EXCAVATE TO MAXIMUM OF 2 -2 RESTORE WITH FILT FARIA EXPANSION & .,I J 7 xii 1P REDEVELOPMENT Injoul W 6" GRANULAR FILL, PLACE GEOTEXTILE 1�6 b MIN. WIDTH=24' \SLOPE 3:1 TO SCOUR HOLE Is J 'A, "k :0'?b o iv vv N, L( y OD) MIN. LENOTH=27' . . ..... jk?.k BENEATH GRAN. FILL 4, . ..... (4'x6'x3/4" LAMINATED PLYWO om,_ 'vV.hI, /C b TOP OF SCOUR HOLE 3' 0_0 6ELOW INVERT OF OUTLET <: e 5 6 8 S A DS CRUSHED STONE WALKWAY A IV I Mw 6' PEDESTRIAN ACCESS T BENCHMARK I LL B L p;l AI V\k TEMP. CRUSHED STONE 01 SIGNAGE.- 'X6 13 SPACES ,A "ofV Se VEHICLE ACCESS TOP FRAME SMH 'NO TRESPASSING- . . .. .. ..... U x TD. 3 ELEV-76.54 'j RELOCATE WATER x3' D.O.T. SIL.) % '9 PER UNCAS HEALTH DEPT. 0 8 SPACES BIT. 5+25 li, 1�jvv,.,%, ".'J" �vO MH 4 6+ ------- Al - wi 31.0 TF= 23.5 TE 6' x x X FL=1 8.5 TW=28.0 0 T. O�JST- R E AA LL (PHASE 2)_TJ77 ? "T WA A!�l rj Ilk. kill.- % EMPORARY STABILIZATION LE', LL z 6 SPREADER 2-1: 1 5LOPES WITH SIP.. -AW FIBER X MATS IF FINAL STABILIZA I 'I 'I Ic-q-1 VAIJILT DAYS T&,-O.q.CUR WlTffl,�'I 3( 1EMP. 5, J ri OF ESTABLISHING TEMPORARY SED. TRAP #4 GRADE _-X 0 CF A, V., ...... 71 0 .1; .. . . . . .... .. .. . .......................... . kp —C —C 4 N, AREA HEL G, L 56 40,!jkcm 4631658 S.F. /0 0, 10.6441 AC. 6 NOTES: N, IGHT5 OF THE CENTRAL VERMONT RAILROAD COMPANY, PARCEL SUBJECT TO P '0 FLOWAGE RIGHTS, WHATEVER WATER RIGHTS MAY EXIST & WHATEVER 31JR 2-6 40Q 35. RIGHTS OF WAY MAY EXIST, VOL. 143 PG. 206 MONTVILLE LAND RECORDS, O"SED L(dOP GEOTH9RMA k, CL L J, 'ORIZON FAL FIELb HORIZONTAL DATUM: NAO 83 TF --A3,76 TRA P#�, ;:dR F UTURc: t. DEVELOPMENT VERTICAL DATUM: NGVD 29 " (INStA�l GEO�HERMAL HEATING V-43,70(0 D FLOOD INSURANCE PATE MAP NEW LONDON COUNTY, CONNECTICUT SIGNAGE: COOLING LOQPS\6T 2�) 3 8 MAP NUMBER 09011CO36IJ REVISED AUGUST 5, 2013 Y FEET 4SL) "NO TRESPASSING" DY NEW LONDON COUNTY, CONNECTICUT FLOOD INSURANCE 5TU (S TD. 3x,3 D.O.T. STL,)_,_� EET 11 FOR MAP NUMBER 09011CVOOIB REVISED AUGUST 5, 2013 SEE SHE WALL CRO�)SS—SECTIOIi, UT REMAINING 11MBER REMOYE STUMPS & AND GRADING DETAILS 5` L VEGETATIOU & PREPARE % 'i, SUBGRADE YMEN FILL IS It READY TO FOLLOW. REFERENCE MADE TO MAP TITLED: REMOVE ASPHALT; . ....... CLEAR TIMBER;GRUB\ Fz�,� ?,,a V "EXISTING CONDITIONS 1AAP #42 PINK POW PROPERTY OF THOMAS G. FARIA CORP. MONTVILLE, CONN. VEGETATION; PLACr- PREPARE[) FOR ADVANCED ENVIPONMENTAL INTERFACE, INC. MIDDLEFIELD, CONN." DATE: 11-26-13, SCALE: IMPACTED SOIL FROM V=40' BY AE5CHLIMAN LAND SURVEYING, PC EAST HARTFORD, CONN. ET REMEDIAL TARO E D AREAS; (REGULATr ACTIVITY AREA #4 AND AREANORTH OF OOXOBOXO IN ALLEYWAY NEAR P". 3 4 U I 1 3 CHIMNEY) COMPACT .1,* F-1 Vx 3 2,8 9 COVER WITH [A)"C',111=34.87 POLY—SHEETING SIGNAGE: '"SLOW WORK AREAn (STD. 3'x3' D.O.T. STL.) AVAILABLE. PARKING - Ill 5PACE5 NOTE 1: PLACE FILLA5 50IL 15 RECEIVE[), 5PREAU AN[) COMPACT IN 18" LIFT5, STABILIZE SURFACE AROUND C132 & MH 5 WITH CRUSHED STONE .7 volt, CB 2 v, TF=23.25 MH 5 - - - -?.- 1 1 - ! 'll � 11 1 1 FL=20.0 TF=27�O f56 FL=20.0 d"J'06 11. SIGNAGE: AUTHORIZED PERSONNEL HARD HAT AREA SITE CONTACT NAME & PHONE NUMBER NO IDLING OR "JAKE" BRAKES" (4'x6'x3/4" LAMINATED PLYWOOD) h Ro I BENCHMARK 1-41 r; TOP FRAME 5MH W ELEV=23.66 4 ct lw. V, 8+75 z D PHASE 3 - CONSTRUCTION AND EROSION & SEDIMENTATION CONTROL PLAN STONE INLET PROTECTION ououo #42 PINK ROW -0 _N� 00000 EMPORARY 0 Q 6069000 r- L: 00 -0 ROAD WITH Q 0 0 MILLINGS P o 0 o 0 o o PREPAREb FOR TF, THOMA5 G. FARIA CORP 214" T F 16 2> If �I:N W) FL=, 3 1 FL=2-`_!X0UT N) MONTVILLE,, CONN. :5:tz q'i 10 5HEET 4 OF 12 5HEETS ss —9 ADVANCED ENVIRONMENTAL INTERFACE, INC. V�l e 11.11 8 OLD INDIAN TRAIL ,5AI I MIDDLEFIELD, CONN. 06455 5 203-858-4034 w —A ROA() Col�Moj, )ILY REFERRED TO AS A.ESCHLIMAN LAND SURVEYING, PC FARIA LANE 1379 MAIN STREET REV. 4-24-14 EAST HARTFORD, CONN. 06108 REV. 2-11-14 P& Z SET REV. 2-10-14 (860) -528 -4881 - REV. 1-28-14 REV. 1-14-14. DATE: 12-4-13 SCALE: Ill = 40' MAP NO. 213074-18 LEGENb EXISTINGFIELD TOPOGRAPHIC SURVEY CONTOUR 46 PROPOSED CONTOUR. 46 PROPOSED ELEVATION EXISTING FIELD TOPOGRAPHIC SURVEY ELEVATION 129xi EXISTING TREELINE PROPOSE I)TREELINE LIMIT OF WETLANDS 85 e EXISTING SIGN EXISTING LIGHT POLE CL&P EXISTING UTILITY POLE 2744 EXISTING CHAIN LINK FENCE EXISTING 8ARBEb/BOX WIRE FENCE x x:_u EXISTINGSTOCKADE FENCE EXISTING.IRON PIN EXISTING MONUMENT EXISTING CATCH BASIN EXISTING STORM MANHOLE 0 EXISTING SANITARY MANHOLE 00 EXISTING SANITARY SEWER MAIN EXIST-ING WATER MAIN/5EPVICE W .7 - EXISTING GAS MAIN/SEPVICE G EXI5TING.UNbERGROUNb UTILITIES UT_ EXISTING OVERHEAD WIRES o W - EXISTING MONITOR WELL EXISTING ORDINARY HIGH WATER LINE (FIELI) LOCATED BY SURVEYOR) EXISTING ORDINARY HIGH WATER LINE (FIELD ESTIMATED BY A.E.I.) _21 PROPOSED CATCH BA5IN PROPOSE[) STORM MANHOLE 0 CONSTRUCTION ENTRANCE CONST. CHAIN LINK FENCE X CRUSHED STONE A WOOD CHIP BERM uv-" CSW TN__�L r= TV auu TREE PROTECTION TP GEOTEXTILE SILT FENCE GSF FLARED END 01 MANHOLE. TEMPORARY SEDIMENT TRAP T5T STONE CHECK DAM SCI) "t� TEMPORARY WATER BAR W8 N, pox "k i X 'j, _J WELLS J "6, 1/ 0 R", ... ....... J, T"" r ...... .... ....... ........ % �11 le -1 e., v .... . . . .......... AW i"? X A y- 6 6 9 7/7 tv" 11 0 1 ", !" -F:7 (I 77 __j A COVG� APPI ,,j (I)hl,' 6' �j'V.M. 77"r 7 .1 �Plvud. f. blil REMEDIAL TARGET AREA"`-///-,/ 1.52(0UT Ii'l!", N R-'GR'OUNDWATER rz ILI 5.) t REMO E' 4, F. E 2 FEET BELOW EXISTING GRADE. TE 7� OEDIATION M E R PIT 'Al" 0 FL= 18.25 .......... v v AND RIPRAP 6"ANG. RIP RAP, 18" THICK -ABRIC SIGNAGE- Z, 51 '11�.�._T_ I :R F, EXCAVATE TO MAXIMUM OF 2 -2 RESTORE WITH FILT FARIA EXPANSION & .,I J 7 xii 1P REDEVELOPMENT Injoul W 6" GRANULAR FILL, PLACE GEOTEXTILE 1�6 b MIN. WIDTH=24' \SLOPE 3:1 TO SCOUR HOLE Is J 'A, "k :0'?b o iv vv N, L( y OD) MIN. LENOTH=27' . . ..... jk?.k BENEATH GRAN. FILL 4, . ..... (4'x6'x3/4" LAMINATED PLYWO om,_ 'vV.hI, /C b TOP OF SCOUR HOLE 3' 0_0 6ELOW INVERT OF OUTLET <: e 5 6 8 S A DS CRUSHED STONE WALKWAY A IV I Mw 6' PEDESTRIAN ACCESS T BENCHMARK I LL B L p;l AI V\k TEMP. CRUSHED STONE 01 SIGNAGE.- 'X6 13 SPACES ,A "ofV Se VEHICLE ACCESS TOP FRAME SMH 'NO TRESPASSING- . . .. .. ..... U x TD. 3 ELEV-76.54 'j RELOCATE WATER x3' D.O.T. SIL.) % '9 PER UNCAS HEALTH DEPT. 0 8 SPACES BIT. 5+25 li, 1�jvv,.,%, ".'J" �vO MH 4 6+ ------- Al - wi 31.0 TF= 23.5 TE 6' x x X FL=1 8.5 TW=28.0 0 T. O�JST- R E AA LL (PHASE 2)_TJ77 ? "T WA A!�l rj Ilk. kill.- % EMPORARY STABILIZATION LE', LL z 6 SPREADER 2-1: 1 5LOPES WITH SIP.. -AW FIBER X MATS IF FINAL STABILIZA I 'I 'I Ic-q-1 VAIJILT DAYS T&,-O.q.CUR WlTffl,�'I 3( 1EMP. 5, J ri OF ESTABLISHING TEMPORARY SED. TRAP #4 GRADE _-X 0 CF A, V., ...... 71 0 .1; .. . . . . .... .. .. . .......................... . kp —C —C 4 N, AREA HEL G, L 56 40,!jkcm 4631658 S.F. /0 0, 10.6441 AC. 6 NOTES: N, IGHT5 OF THE CENTRAL VERMONT RAILROAD COMPANY, PARCEL SUBJECT TO P '0 FLOWAGE RIGHTS, WHATEVER WATER RIGHTS MAY EXIST & WHATEVER 31JR 2-6 40Q 35. RIGHTS OF WAY MAY EXIST, VOL. 143 PG. 206 MONTVILLE LAND RECORDS, O"SED L(dOP GEOTH9RMA k, CL L J, 'ORIZON FAL FIELb HORIZONTAL DATUM: NAO 83 TF --A3,76 TRA P#�, ;:dR F UTURc: t. DEVELOPMENT VERTICAL DATUM: NGVD 29 " (INStA�l GEO�HERMAL HEATING V-43,70(0 D FLOOD INSURANCE PATE MAP NEW LONDON COUNTY, CONNECTICUT SIGNAGE: COOLING LOQPS\6T 2�) 3 8 MAP NUMBER 09011CO36IJ REVISED AUGUST 5, 2013 Y FEET 4SL) "NO TRESPASSING" DY NEW LONDON COUNTY, CONNECTICUT FLOOD INSURANCE 5TU (S TD. 3x,3 D.O.T. STL,)_,_� EET 11 FOR MAP NUMBER 09011CVOOIB REVISED AUGUST 5, 2013 SEE SHE WALL CRO�)SS—SECTIOIi, UT REMAINING 11MBER REMOYE STUMPS & AND GRADING DETAILS 5` L VEGETATIOU & PREPARE % 'i, SUBGRADE YMEN FILL IS It READY TO FOLLOW. REFERENCE MADE TO MAP TITLED: REMOVE ASPHALT; . ....... CLEAR TIMBER;GRUB\ Fz�,� ?,,a V "EXISTING CONDITIONS 1AAP #42 PINK POW PROPERTY OF THOMAS G. FARIA CORP. MONTVILLE, CONN. VEGETATION; PLACr- PREPARE[) FOR ADVANCED ENVIPONMENTAL INTERFACE, INC. MIDDLEFIELD, CONN." DATE: 11-26-13, SCALE: IMPACTED SOIL FROM V=40' BY AE5CHLIMAN LAND SURVEYING, PC EAST HARTFORD, CONN. ET REMEDIAL TARO E D AREAS; (REGULATr ACTIVITY AREA #4 AND AREANORTH OF OOXOBOXO IN ALLEYWAY NEAR P". 3 4 U I 1 3 CHIMNEY) COMPACT .1,* F-1 Vx 3 2,8 9 COVER WITH [A)"C',111=34.87 POLY—SHEETING SIGNAGE: '"SLOW WORK AREAn (STD. 3'x3' D.O.T. STL.) AVAILABLE. PARKING - Ill 5PACE5 NOTE 1: PLACE FILLA5 50IL 15 RECEIVE[), 5PREAU AN[) COMPACT IN 18" LIFT5, STABILIZE SURFACE AROUND C132 & MH 5 WITH CRUSHED STONE .7 volt, CB 2 v, TF=23.25 MH 5 - - - -?.- 1 1 - ! 'll � 11 1 1 FL=20.0 TF=27�O f56 FL=20.0 d"J'06 11. SIGNAGE: AUTHORIZED PERSONNEL HARD HAT AREA SITE CONTACT NAME & PHONE NUMBER NO IDLING OR "JAKE" BRAKES" (4'x6'x3/4" LAMINATED PLYWOOD) h Ro I BENCHMARK 1-41 r; TOP FRAME 5MH W ELEV=23.66 4 ct lw. V, 8+75 z D PHASE 3 - CONSTRUCTION AND EROSION & SEDIMENTATION CONTROL PLAN STONE INLET PROTECTION ououo #42 PINK ROW -0 _N� 00000 EMPORARY 0 Q 6069000 r- L: 00 -0 ROAD WITH Q 0 0 MILLINGS P o 0 o 0 o o PREPAREb FOR TF, THOMA5 G. FARIA CORP 214" T F 16 2> If �I:N W) FL=, 3 1 FL=2-`_!X0UT N) MONTVILLE,, CONN. :5:tz q'i 10 5HEET 4 OF 12 5HEETS ss —9 ADVANCED ENVIRONMENTAL INTERFACE, INC. V�l e 11.11 8 OLD INDIAN TRAIL ,5AI I MIDDLEFIELD, CONN. 06455 5 203-858-4034 w —A ROA() Col�Moj, )ILY REFERRED TO AS A.ESCHLIMAN LAND SURVEYING, PC FARIA LANE 1379 MAIN STREET REV. 4-24-14 EAST HARTFORD, CONN. 06108 REV. 2-11-14 P& Z SET REV. 2-10-14 (860) -528 -4881 - REV. 1-28-14 REV. 1-14-14. DATE: 12-4-13 SCALE: Ill = 40' MAP NO. 213074-18 General Notes: 1. For walls over 4 feet high, shop drawings and design calculations by CT licensed PE for retaining walls shall be submitted prior to construction. TGF shall hire an engineer who shall monitor and inspect the construction of the retaining walls and, upon completion, certify to the acceptability and conformance with the required design. 2. Remove all vegetation, organic and unsuitable fill soils from the wall areas. Bench cut all excavated slopes. The geotechnical engineer shall verify existing site conditions and that foundation soils satisfy the design standards and parameters. The geotechnical engineer shall verify allowable bearing capacity of soils. Do not over excavate unless directed to do so by the geotechnical engineer in order to remove unsuitable soil. If over excavating in order to improve bearing capacity, the excavation shall extend at a 1h:1v (from the wall base unit) in front of the wall face and the full width of the drainage layer behind the walla 3. Foundation soil shall be proof compacted and inspected by the geotechnical engineer prior to placement and leveling pad. 4. The leveling pad shall be a minimum of 9 inches thick and 60 inches wide and consist of either 1.5 inch crushed stone or unreinforced lean concrete (f'c ? 300psi). 5, Follow applicable provisions of the manufacturer's installation and written specifications, especially with regards to leveling blocks and base. United Concrete Products Doublewal modular units, or approved equal, shall be used to construct the proposed retaining walls. 6. Unit infill shall be installed within each United Concrete Products DoubleVVal unit. This material shall be clean 3/ inch crushed stone. Structural fill for backfill below the wall as shown on these details shall conform to the requirements of the geotechnical engineer. Topsoil shall be salvaged from stripping or other grading operations. 7. Provide perforated HDPE the drains at base of the face of the wall and a solid outlet pipe to daylight the slope at locations designated by the geotechnical engineer. Elevations will vary. 8. Place and compact structural fill below and behind walls as walls are installed. Field density tests shall be performed as the walls are installed. The minimum number of tests shall be determined by the geotechnical engineer. Compaction of backfill materials shall be to 95% of maximum density determined by ASTiVI D1557. 9. Not Used. 10. Provide lateral drainage swales to direct flows around the ends of the walls and away from construction. 11. Soil erosion protection shall be established at the top of the wall as soon as the wall is completed. 12. Compaction equipment includes hand tamp or vibratory plate compactor within 4 feet of the faces of the wall. 13. if conditions area different that those stated in these details and/or in the project documents, the contractor must contact the geotechnical engineer prior to proceeding with the construction. 14. Not Used. 15. Not Used. Notes: 1. Care should be taken to remove all organic and/or deleterious material from the base of the excavation for the retaining wall. 2. The ends of the retaining wall are to be blended into the existing grades in a manner satisfactory to the owner's site re\presentative. 3. Not used. 4. Not used. 5. For drainage pipes which outlet through the face of the wall, the space needed to square off the pipe to the wall shall be filled with non -shrink mortar, blocks cut to size, or other approved sealant method to prevent migration of backfill material through gaps around the pipe. 6. Not used. ' wall and fill Construction Sequence: 1. Clear any debris, cut and remove asphalt, strip all vegetation, organic soils, and unsuitable fill from the retaining wall area. Bench cut excavated slopes. 2. install erosion control measures in accordance with approved soil and sedimentation control plan. 3. Layout the location of the proposed leveling pad and retaining t wall. Where proposed, construct the leveling pad prior to excavation for and installing the first course of United Concrete Products Doublewal units. 4. The retaining wall foundation soil shall be proof compacted or installed in accordance with the drawings. The contractor shall remove and replace unsuitable soils at the direction of the Owner's Representative. 5. Construct the leveling pad to the lines and grades shown. 6. Place the first course of United Concrete Products Doublewal units directly on the leveling pad. The units shall be level side to side and front to rear. Ensure he units are in full contact with the base and any adjacent units, and install drainage pipe. 7. Fill all voids between and within the units with unit infill. 8. Place the next course of Unified Concrete Products Doublewal units making sure alignment is vertical. 9. Fill voids between and within the units with unit fill. 10. Repeat steps 8 and 9 for subsequent courses. 11. accept and place fill initially from stockpile (as shown on the plans) but then directly from offsite deliveriesp laced in small (30 cy or less) stockpiles directly at fill locations remain there until they are leveled and spread. Lifts will be 18 inches. 12. place and compact fill from west to east. 13. Install geotextile filter fabric over top of final course of United Concrete Products Doublewal units, install. dual face block, corner and capstone units, and install surface drainage and fall protection barrier in accordance with the project requirements. 1/2" THICK STEEL PLATE ANCHORED WITH 3/4" CONCRETE EXPANSION BOLTS FILL `�SAW-CUT TO 70IN ENDS FLUSH SEAL JOINT WITH NON -SHRINKING GROUT WALL CORNER b.ETA G IL- PLAN VIEW N.T.5. PLACE LEVEL TO PROPER LINE AND GRADE FINISHED GRADE 9" MIN-►- tFT 11/2" COMPACTED ROCK 9" MIDI. OR LEAN CONCRETE -�- 60" GE TEXTILE FILTER 3" DIA. PERFERATED PVC FALL BASE Cur CEPT N.T.S. NOTE: SITE CONDITIONS TO BE OBS':RVED BY THE SITE GEOTECHNICAL ENGINEER. BASE 01F.MENSION5 MAY BE INCREASED TO ADDRESS DIFFERENT 50IL BEARING CONDITIONS. SIDE VIEW N.T.5. WALL CORNER DETAIL- ISOMETRIC VIEW N.T.5. I " --� �- 2' --� FRONT FRONT VIEW TOP VIEW N.T.S. N.T.S. UNITED CONCRETE bOUBLEWALL PRECASTCONCRETE RETAINING WALL (OR EQUAL) CONCEPTUAL GEOTECHNICAL NOTES #42.PINK ROW PREPARED FOR THOMAS G. FARIA CORP. MONTVILLE, CONN. SHEET 8 OF 12 SHEETS REV. 4-24-14 EAST HARTFORD, CONN. 06108 REV. 2-11-14 P&Z 5ET REV. 2-10-14 (860)-528-4881 REV. 1-28-14 REV. 1-14-14 DATE: 12-4-13 SCALE: SHOWN MAP NO. 2 EROSION AND SEDIMENTATION (E/S) CONTROL PLAN (revised for Planning and Zoning 5/24/2014) General Notes 1. Site Owner: Thomas G. Faria Corporation, 42 Pink Row, Uncasville, Connecticut 2. Owner's Engineer and Licensed Environmental Professionals: Advanced Environmental Interface, 8 Old Indian Trail, Middlefield, Connecticut 3. E/S Narrative: a. The site has been developed and used for industrial purposes for almost 200 years. Approximately 100,000 square feet of buildings are present onsite with about 11,000 square feet located on the southern half of the property. The property it bisected by the Oxoboxo Brook which is classified by the state as a "SB" water body. The FEMA floodway is located on the drawings. No federal wetlands were found on the property. Wetland mapping, Ordinary High Water mark p mapping and wetland assessments were completed by HGCONN Soil and Chase Ecological Services. Wetland locations and setbacks are shown on the drawings. In general, the only portion of the property that is not developed is the :WesUSouthwestern portion of the site. b. The site is at the terminus of a 10+ square mile watershed with a Q100yr equal to 1,700 cfs. Onsite retention of stormwater is not desired. c. The eastern side of the site is underlain by groundwater contaminated with solvents. Onsite infiltration of stormwater is not desired, d. Topography of the site is characterized by steep terrain on the western and northern portions of the site and flat terrain on the southeastern corner which is currently used for parking. All onsite stormwater currently drains to the Oxoboxo Brook. A 10+acre watershed offsite to the south drains to a 3'x6' box culvert that flows onto the property at Faria Lane. Stormwater from this outlet was once directed towards Gair's Pond, however currently the pipes are blocked on Pink Row and stormwater is diverted back to the property and discharges to the upstream side of the Pink Row Bridge. Most all other stormwater flows to the brook via sheet overland flow. e. Impervious areas and runoff calculations are in the report entitled, Hydrology and Hydraulic Engineering Report, prepared by AEI, 2013. TR -55 Curve Numbers for pre- and post -development (using a maximum development scenario) were calculated at 54 and 62, respectively. f. Site soil consists primarily of disturbed urban land underlain by alluvial soils. The southern slopes adjacent to Depot Road are mapped by the CTDEEP as highly erodible. g. Stormwater discharge from the proposed development is designed so that the adjacent offsite flow from the 3'x6' culvert is routed quickly and safely to the Oxoboxo Brook via a 36 inch diameter RCP and Rip Rap lined swale. Onsite stormwater from the development is in two areas: Northwestern Parking Area; and Southeastern Building Area. As shown on the drawings, once developed to a pad ready condition with pavilion, flow is generally directed to one main water quality feature: Eastern Vegetated Filter. Other stormwater features include deep catch basin sumps where practical, and stabilization of exposed slopes with either vegetation or rip rap revetment. The proposed development adds over 650 cubic feet of stormwater treatment capacity, This is approximately 1/4 less than the WQV for the entire property, The calculated WQV for the proposed development portion equals [(I -Inch) (0.05+0.009(38) ( 2.1)]/12, or 0.064 acre -ft 2790 cubic feet). Re-routing the offsite flow in a controlled manner is expected to significantly improve water quality since stormwater periodically overflows the existing swale resulting in sheet flow over the parking lot into Oxoboxo Brook. Combining the benefits of re-routing the offsite flow and the capacity of the new stormwater treatment features will result in significant improvements over current conditions. h. Critical areas for inspections include: exposed slopes during construction until the final grades are obtained and vegetation is established or rip rap is placed; and the construction entrance adjacent to Pink Row. 4. Contractor to install E/S measures per the drawings and as needed per the Owner's Engineer prior to initiating work. Anti -tracking pads (Construction Entrance (CE)) shall be maintained and replaced as needed. 5, Contractor to install and maintain crushed stone and woodchip berms downhill of disturbed areas as shown on the drawings. 6, Temporary Sedimentation Traps (TSTs) (134 cy/acre) shall be installed as shown on the drawings and as needed based on storm water flow patterns and exposed areas during construction. Direct storm water to encourage overland sheet flow towards Temporary Sedimentation Traps (TST) during work. 7. Clearing timber will be completed with chainsaws. Cut timbers will be managed with excavators with claw attachments and small duty dump trucks. Brush will be mulched for use onsite in crushed stone and woodchip berms. Hard wood will be reused onsite for a deck/viewing area and other onsite improvements. 8. Grubbing will be completed with excavators and by hand as needed. 9. Fill shall be placed in a controlled manner, compacted and stabilized to prevent movement after placement. Fill shall be granular 8 -inch minus material suitable for structural fill free of asphalt, roots, stumps and deleterious debris, 10. Compaction will be completed with a vibratory roller, or hand tamped as needed. 11. For soil surfaces exposed to stormwater, surfaces shall be made rough with the tracks of the excavator until/and if, additional erosion control matting is needed. 12. Protect slopes with temporary erosion blanket (N.A. Green Rollmax S150, or equivalent) until final stabilization measures are implemented. 13. Redirect stormwater on crest of final slopes using rip rap or asphalt curbing and crushed stone apron per the drawings. 14. Dust control will be accomplished using a water spray via a flexible garden hose and nozzle with water supplied from an outlet on the existing structure on the Southern portion of the property. 15. Cover fill stockpiles in staging area with polysheeting or tarpaulin prior to rain events predicted at more than 0.5 inch/24h. 16. Dewatering will not be necessary to complete the work.. a. . b. . 17, The Owner's Representative and Site Engineer will be onsite to oversee soil removal, construction of fill and E/S control measures. a. E/S measures shall be inspected by the Town before work progresses. b. All erosion and sediment control measures will be inspected and repaired as needed, at least once a week and within 24 hours of the end of a rainfall event that results in 0.5 inches or greater. c. The Owner's Engineer, or a qualified third party inspector retained by the Owner, will conduct the inspections and provide weekly reports to the Inland wetlands commission's agent. d. Town representatives will coordinate with the Owner's representative to schedule and conduct inspections, e. The Town will be notified of proposed changes to the E/S plan due to field change conditions or proposed alternatives by the Contractor means and methods. Specific Phasing Notes I. Phase 1 Construction a. Prepare and stock appropriate equipment and supplies for providing dust control, slope stabilization, and temporary erosion controls as needed during construction activities. b. Owner will notify CBYD and coordinate utility relocation Flag tree protection area on the southeast portion of the site along Pink Row. c. Install construction chain-link and orange construction safety fencing as indicated on drawing. d. Install anti -tracking pads on the east -central portion and northwest portion of the site in areas of initial site disturbance. Match entrance on the east central portion to existing grades by saW-cutting and removing asphalt as needed. e. . L Install a crushed stone and woodchip (CSW) berm downhill of the 3'x6' box culvert outlet to minimize the potential for overland flow into the work area g. Prepare areas for the reception and storage of fill material, and reclaimed lumber and temporary storage of boulders. Install crushed stone and woodchip berm downhill of those areas. h, Install TST#1 and TST#3 on the east -central portion of the site along Pink Row to receive stormwater directed to those areas. Place Geotextile Silt Fence (GSF) in TST to function as baffles to increase retention time as needed. 1. TST#1 Capacity= 70'x20'xT/27=156 CY ii. iii. TST#3 Capacity = 20'x3O'x2'/27= 44 CY 200 CY Available iv. Total Disturbed Areas = 0.32 acre = NW Corner (0.21 acre);; SE Corner (0.11 acre) v. Recommended TST Capacity = ( 0.32) x 134 CY/acre = 43 CY. I. Not Used. j. The clearing and removal of trees, vegetation, and debris on the northwest corner of the site will require little sedimentation and erosion controls other than an anti -tracking pad due to the majority of the work being conducted in a low-lying area. II, Phase 2 Construction a. Primary activities of Phase 2 involve construction of the retaining wall on the southeast portion of the site, and the placementiof fill material behind the retaining wall to raise the existing grade.. b. Not Used. c. Not Used. d. Construct berm at temporary crest of wall and fill areas and CSW to direct storm water flows around the ends and away from the retaining wall during construction. Direct now towards TSTs. I, TST#, 2 and 3 Capacity = 200 CY Available ii. Total Disturbed Areas = 0.76 acre = NW Corner (0.21 acre); SE Corder ( 0,55 acre) iii. Recommended TST Capacity = ( 0.76) x 134 CY/acre = 102 CY. e. Excavate impacted soil from the remedial target area on the central portion of the site to a maximum depth of 2 feet below grade. Restore the area with filter fabric and riprap. GSF will be installed along Oxoboxo Brook in the remedial target area prior to commencing excavation, Place and compact fill material behind retaining wall in accordance with Drawings including soil from remedial target area, f. Not Used. g. Not Used. h. Stabilize temporary slopes With erosion matting. I. . j. Cut and remove invasive plants, trees, and thorny underbrush on the NW side of Oxoboxo Brook per Drawings. k. Install Rip Rap drainage swale from the cleared area on the NW portion of the site to an energy dissipater adjacent to Oxoboxo Brook. I. Fill, grade, and stabilize surface with crushed stone in the cleared portion of the NW corder of the site for parking. m. Inspect and maintain crushed stone pad in the construction access road. n. Inspect and maintain TSTs during construction. o. Inspect and maintain CSWs during construction. {II. Phase 3 Construction a. Install J5 onstr Jti (MI -14), C132 and 02 (FE2) basins and discharge piping on the southeast and east -central portions of the site to capture and direct stormwater runoff northerly along Pink Row. b. Stabilize area around CB2 with crushed stone and/or processed asphalt. c. Extend CSW berm to temporary inlet on SE corner of site. d. Install TST#4 with GSF baffles and Stone Check Darn (SCD) as shown on the Drawings. Stabilize area around J5 (MI -15) with crushed stone. e. Install TST#5 with GSF baffles and SCD as shown on the Drawings. Stabilize area around CB5 with crushed stone. f. Install TST#6 and TST#7 with GSF baffles and Level Spreader as shown on the Drawings. g. Construct berm at temporary crest of wall and fill areas and CSW to direct storm water flows around the ends and away from the retaining wall during construction. Direct flow towards TSTs. I. ii. TST#4 Capacity = 20'x60'3/27= 133 CY iii. iv. TST#6 Capacity = 25'x25'xTJ27= 70 CY v. TST#7 Capacity = 25'x25'x3'/27= 70 CY 273 CY Available vi. Total Disturbed Areas = 1.9 acre = SE Corner ( 1.9 acre) vii. Recommended TST Capacity = ( 1.9) x 134 CY/acre = 254 CY. h. Continue construction extending retaining wall and placement of fill material. f. Not Used. j. Install temporary process asphalt road on the southeast portion of the site. k. Cut timber, remove asphalt and stumps and vegetation, and prepare the subgrade when fill material is ready to be placed on [fie south portion of the site. I. Excavate impacted soil from the remedial target area on the central portion of the site to a maximum depth of 2 feet below grade. Restore the area with filter fabric and riprap. GSF will be installed along Oxoboxo Brook in the remedial target area prior to commencing excavation. m. Remove asphalt, clear timber, and grub vegetation on the SE portion of the site in preparation for the storage of excavated impacted soil from the remedial target area on the central portion of the site, Compact and cover excavated material with poly sheeting. n. Inspect and maintain crushed stone pad in the construction access road. o. Inspect and maintain TSTs during construction. p. Inspect and maintain CSW during construction. IV. Phase 4 Construction - Pad Ready a. Protect catch basins installed in the final grade filled -portion of the site with crushed stone to reduce sedimentation deposition. b. Rake level the crushed stone and woodchip berms and use the stone for the walkway. c. Remove sediment, and fill TST #4, 6 and TST #7 in accordance with the Drawings. d. Remove Construction Entrance Anti -tracking Pad. e. Install an asphalt paved roadway and crushed stone parking area along Pink Row on the southeast portion of the site east of the proposed building location. f. Place rip rap revetment on slopes and soil surfaces to protect those areas from erosion. g. Construct a berm and temporary with 4 -inch angular rip rap stone along the top of the finished grade slope to provide soil erosion protection from overland flow from the south and SE filled portions of the site. h. Install a riprap swale along the east portion of the site adjacent to Pink Row to direct stormwater runoff from the southeast portion of the site to Oxoboxo Brook and vegetate in accordance With the Drawings. I. Vegetate Planting Areas 2, a and 6 in accordance with the Drawings. j. Maintain irrigation until vegetation is established. k. Post Construction storm water management will consist of inspecting the treatment features for debris and excessive sedimentation. Features shall be maintained by the Owner, The Owner will modify their existing State stormwater discharge permit for industrial sites. V. Post Construction -Pad Ready Site a. Post Construction storm water management will consist of inspecting the treatment features for debris and excessive sedimentation. Features shall be maintained by the Owner. b. Maintain vegetation. C. The Owner will modify their existing State stormwater discharge permit for industrial sites. d. Use Storm water Ponds and Wetlands Inspection Checklist, Appendix E, CT Stormwater Manual, 2004. e. Catch basins will be inspected and maintained in accordance with the Industrial Storm water for the Site. Town of Montville Conditions per February 20, 2014 Inland Wetlands Approval 1. A Pre -Construction meeting will be scheduled with the Inland Wetlands Officer prior to the start of the project 2. At the Pre -Construction meeting the narne of the third party Inspector will be provided as indicated in the Erosion and Sediment Control Narrative. 3. If the location of the retaining wall changes or additional regulated activities are required the applicant will submit modified drawings to the Commission for review. 4. Orange construction fence 15 to be placed behind storm woodchip berm. 5. Whenever earthwork is parallel to Oxoboxo brook and within 50 feet of the delineated area the inspector or Owner's designated engineer is required to be onsite. The Inspector will provJde a weekly progress report to the Commission. 6. Retaining wall lift stabilization plan is to be provided to be provided and approved by the Town Engineer. CSW1 DETAIL - CROSS SECTION (TYP.). NOT TO SCALE )IFIED 2AP BERM CW C5W2 DETAIL - CROSS SECTION (TYP.). NOT TO SCALE 5 11% MIN CATCH - If I- MIN OF BASIN 3/4" CRUSHED STONE TEMP.. CATCH BASIN SURFACE STABILIZATION DETAIL 14' 1 NOT TO SCALE TRADITIONAL CONTEMPORARY n r�` NORTHEAST UTILITIES CONSTRUCTION STANDARD -,- c� ND POINTED FLUSH AND- 1�L"= l`1- !! t, - - - - - - c �J -.- - - - - - - o 4'-0' NOTE 2 Notes 1. Poles to be set so that wiring exit faces the road. 2 Use gray pole with contemporary fixture arid black with traditional. 3 Extend direct -buried cable far enough into the pole to make the connection at the handhole in the pole. Extend #14, 2/C copper streetlight cable from this connection to the luminaire. ORIGINAL ROUND FIBERGLASS POLES FOR POST TOP LUMINAIRES 4' APPROVED NORTHEAST UTILITIES CONSTRUCTION STANDARD DTR 21.425 c� ND POINTED FLUSH AND- 2' i --PRE CAST CONC ADJUST FRAME ELEV " WITH CONC. BLOCKS /---BRICKS, 6" TO 12" ALL JOINTS TO BE -POINTED FLUSH & FULI PRE CAST CONCRETE OR CONCRETE MASONRY UNI N.T.S. PROPOSED GRADE DEPTH TO INVERT VARIES SEE PROFILES 6' IN, I,I), + 2' 12' 12' MIN. 12 LD, 000000000000000ul0 PAVEMENT SECTION ❑R LANDSCAPING (SEE PLANS) APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2', MATERIAL SHALL MEET D,❑,T, M2,05 BEDDING ❑N SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER, MATERIAL SHALL MEET D.❑,T, M,02.1 FOR 3/4' STONE, BACKFILL TO SPRINGLIKE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM TRENCH DETAIL N.T,5. 1. Set post and Wire Post �, excavate a 6"x6" Fence trench, set post Angle 10" '` down slope.. upslope for stability and „ self cleaning. 00 I Y.,.. 12" Min. .3f�•.{.�. Depth Filter 3• Attach filter fabric Fabric to wire fencing ' and extend it to the trench Compacted - ,:., Backfill Bottom of r Drainageway 3 0 Li. Points "A" should be higher than point "B" PLAN VIEW ELEVATIQN Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut SILT FENCE DETAIL N.T.5, STANDARDD FRAME AND COVER ADJUST FRAME TO FIN.' 2: Staple the wire mesh fencing to end post, 4. Backfill the trench and compact the excavated soil. _ WITH CONC, BRICK FINISHED GRADE (6' T 12' MAX.) 0 3'' 0' STANDARD STEPS (SEE MISCELLANEOUS 4' MANHOLE DETAIL) ALL JOINTS TO BE c� ND POINTED FLUSH AND- IN. (VAR FULL FULL PRE CAST SUMP OR o 4'-0' Z PRE CAST CONCRETE OR L=w CONCRETE MASONRY UNIT SLAB (OR EQUAL) 3500 PSI rn 8' lL= ==J 8' CONCRETE OR BRICK INVERT, 6' t �� C OF 3/4' CRUSHED 8" 4' 8 STONE 8" 3' 5'- " No 4'-4" 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". FRONT ELEVATION BE 2' �"SUF> CIENTTO MEEEET HSS 20 LOADING. SIDE ELEVATION 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH 13 12' FOR CONCRETE 2. WALL THICKNESS SHALL BE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES %CALL BE CUT FLUSH WITH INSIDE WALLS. MANHOLE D E TA I L 5, ALL BRICKS SHALL BE CONCRETE CATCH BASIN DETAIL N.T.S. PROPOSED GRADE DEPTH TO INVERT VARIES SEE PROFILES 6' IN, I,I), + 2' 12' 12' MIN. 12 LD, 000000000000000ul0 PAVEMENT SECTION ❑R LANDSCAPING (SEE PLANS) APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2', MATERIAL SHALL MEET D,❑,T, M2,05 BEDDING ❑N SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER, MATERIAL SHALL MEET D.❑,T, M,02.1 FOR 3/4' STONE, BACKFILL TO SPRINGLIKE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM TRENCH DETAIL N.T,5. 1. Set post and Wire Post �, excavate a 6"x6" Fence trench, set post Angle 10" '` down slope.. upslope for stability and „ self cleaning. 00 I Y.,.. 12" Min. .3f�•.{.�. Depth Filter 3• Attach filter fabric Fabric to wire fencing ' and extend it to the trench Compacted - ,:., Backfill Bottom of r Drainageway 3 0 Li. Points "A" should be higher than point "B" PLAN VIEW ELEVATIQN Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut SILT FENCE DETAIL N.T.5, STANDARDD FRAME AND COVER ADJUST FRAME TO FIN.' 2: Staple the wire mesh fencing to end post, 4. Backfill the trench and compact the excavated soil. _ WITH CONC, BRICK FINISHED GRADE (6' T 12' MAX.) 0 3'' 0' STANDARD STEPS (SEE MISCELLANEOUS IR CREST r ---MODIFIED RIP RAP -=1 I I III 2 1.5 LIGHT POLE DETAIL. 3' max. 1r- III III -1 I I III II III -II. III ^SII, III -III III III III III III III III ill III 1{I III '' -11= III III III III III III III,,I�I-:,111,,111 III III II( Ill 111 --Ill 111 III III III II-_ 12, 7 --124 I�� -III III III III lei I FIs �� i� iii �� iii 111 �I� III„ III,I I�I��il bl 7"3X 6' � 0215X 8 ---1 1"X45'CfIAMFER 7- ' - 72 2 _ TST DETAIL CROSS --SECTION .T_YP.) I' X45' CHAMFER 4' X B" 12' CHAMFERED LINE RAIL S4S it X 8" - 7' CHAMFERED END RAIL S4S (not to scute) 1 _ 5� 3/8' X 6' X 24' VX 45' CHAMFER -- CORTEN SPLICE PLATE 5/8' CORTEN PLATE WASHER _ 1/4'X 3-114" DIA. 5/8' x B. CORTEN POST BOLT NUT CORTEN 30" 3 . 26 a 01/"l -J 03-1/2' \ ® � POST S4Sell 72' o� \T 4' X 8'- 12' \ � RAIL S45 5/8' X 5• CORTEN SPLICE BOLT 6'X8'-6'POST S4S ELEVATION SPLICE CONNECTION EXPLODED 24" 48 X78• �- 78 48 O O 3' 6' 4'X 8'- 7' �-CiD O 3' . PAIL S45 CORTEtt POST BOLT \� 12- 5/8' X 111" 3/4' X 2-3/4' CORTEN POST BOLT 3/4' X 2-1 /4' BOLT SLOT BOLT SLOT rYP_J CENTER CONNECTION END CONNECTION 3/8'X 6" X 24" CORTEN SPLICE PLAIE DESCRIPTION: DRAWN BY: MRC 4832 PLANK RD. SQUARE AMERICAN DATE: 12-22-09 PROPRIETARY AND C(MMEN11AL P,O. BOX 767 p ' D IN TFMS DRAWING IS THE SOLE Pf20F£RTY OF AMERICAN TIMBER AND STEEL NORWALK, OF] 44857 1� WWII REVISIONS: THE INFORMATION CON1AkvE 11 TIMBER RAIL CORP. API`( REPROOUCiION 1d PPRT OR AS A WriOLI: WTTiIOUr THE WTtRTEN PERPAIS`SION OF AMERICAN P; 800668-1610 F: 419-663-1077 ■ p C TIMBER CORP. AND STEEL IS PROHIBITED. AMRAND �}7M.COM S 1 E E 4 WOOD RAIL DETAI::L Geotextile Fabri 2.5' 1.0' min 2 -1 11=1 11=1 11==1 11=1 11=1 11=1 11=1 11=�' ' TST DETAIL�o WEIR)OUTLET(TYE.�to scale NOTE: TEMPORARY CONSTRUCTION FENCE SHALL BE 4FT ORANGE SAFETY FENCE BY ULINE MODEL 5-14713 OR EQUAL. 5.0' max. depth REV. 4-24-14 REV. 2-11-14 P&Z SET REV, 2-10-14 REV. 1-28-14 REV. 1-14-14 2" BIT. CONC, 6 BIT. CONC. LIP CURB - , "B ie PRE -FABRICATED RETAINING WALL 9" OF 3/4" STONE -..1 COMPACTED SUBBASE SOUTHEAST ACCESS ROAD TYPICAL PAVING SECTION COMPLETION DETAIL. N.T,5. MILLINGS BERM 18" 2" RECLAIMED ASPHALT MILLING5 811 ., ".4.. .., GRANULAR COMPACTED FILL EXISTING STONE WALL TYPICAL ASPHALT MILLINGS PARKING LOT SURFACE COMPLETION DETAIL N.T.5. GENERAL NOTES &DETAILS #42 - PINK ROW PREPARED FOR THOMA5G. FARIA CORP. MONTVILLE, CONN. SHEET 9 OF 12 SHEETS ADVANCED ENVIRONMENTAL INTERFACE, INC. 8 OLD INDIAN TRAIL MIDDLEFIELD, CONN. 06455 203-858-4034 AESCHLIMAN LAND SURVEYING, PC 1379 MAIN ST_t-�EET EAST HARTFORD, CONN. 06108 (860)-528-4681 DATE: 12-4-13 SCALE: SHOWN MAP NO. 213074-1B MANHOLE DETAIL) ALL JOINTS TO BE c� ND POINTED FLUSH AND- FULL FULL i n o 4'-0' Z PRE CAST CONCRETE OR L=w CONCRETE MASONRY UNIT rn 8' lL= ==J 8' CONCRETE OR BRICK INVERT, 6' t •t ,' 6' OF CRUSHED STONE - 6'-4' DIA, NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. STORM MANHOLE D E TA I L 3• WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE N.T.S. BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. IR CREST r ---MODIFIED RIP RAP -=1 I I III 2 1.5 LIGHT POLE DETAIL. 3' max. 1r- III III -1 I I III II III -II. III ^SII, III -III III III III III III III III ill III 1{I III '' -11= III III III III III III III,,I�I-:,111,,111 III III II( Ill 111 --Ill 111 III III III II-_ 12, 7 --124 I�� -III III III III lei I FIs �� i� iii �� iii 111 �I� III„ III,I I�I��il bl 7"3X 6' � 0215X 8 ---1 1"X45'CfIAMFER 7- ' - 72 2 _ TST DETAIL CROSS --SECTION .T_YP.) I' X45' CHAMFER 4' X B" 12' CHAMFERED LINE RAIL S4S it X 8" - 7' CHAMFERED END RAIL S4S (not to scute) 1 _ 5� 3/8' X 6' X 24' VX 45' CHAMFER -- CORTEN SPLICE PLATE 5/8' CORTEN PLATE WASHER _ 1/4'X 3-114" DIA. 5/8' x B. CORTEN POST BOLT NUT CORTEN 30" 3 . 26 a 01/"l -J 03-1/2' \ ® � POST S4Sell 72' o� \T 4' X 8'- 12' \ � RAIL S45 5/8' X 5• CORTEN SPLICE BOLT 6'X8'-6'POST S4S ELEVATION SPLICE CONNECTION EXPLODED 24" 48 X78• �- 78 48 O O 3' 6' 4'X 8'- 7' �-CiD O 3' . PAIL S45 CORTEtt POST BOLT \� 12- 5/8' X 111" 3/4' X 2-3/4' CORTEN POST BOLT 3/4' X 2-1 /4' BOLT SLOT BOLT SLOT rYP_J CENTER CONNECTION END CONNECTION 3/8'X 6" X 24" CORTEN SPLICE PLAIE DESCRIPTION: DRAWN BY: MRC 4832 PLANK RD. SQUARE AMERICAN DATE: 12-22-09 PROPRIETARY AND C(MMEN11AL P,O. BOX 767 p ' D IN TFMS DRAWING IS THE SOLE Pf20F£RTY OF AMERICAN TIMBER AND STEEL NORWALK, OF] 44857 1� WWII REVISIONS: THE INFORMATION CON1AkvE 11 TIMBER RAIL CORP. API`( REPROOUCiION 1d PPRT OR AS A WriOLI: WTTiIOUr THE WTtRTEN PERPAIS`SION OF AMERICAN P; 800668-1610 F: 419-663-1077 ■ p C TIMBER CORP. AND STEEL IS PROHIBITED. AMRAND �}7M.COM S 1 E E 4 WOOD RAIL DETAI::L Geotextile Fabri 2.5' 1.0' min 2 -1 11=1 11=1 11==1 11=1 11=1 11=1 11=1 11=�' ' TST DETAIL�o WEIR)OUTLET(TYE.�to scale NOTE: TEMPORARY CONSTRUCTION FENCE SHALL BE 4FT ORANGE SAFETY FENCE BY ULINE MODEL 5-14713 OR EQUAL. 5.0' max. depth REV. 4-24-14 REV. 2-11-14 P&Z SET REV, 2-10-14 REV. 1-28-14 REV. 1-14-14 2" BIT. CONC, 6 BIT. CONC. LIP CURB - , "B ie PRE -FABRICATED RETAINING WALL 9" OF 3/4" STONE -..1 COMPACTED SUBBASE SOUTHEAST ACCESS ROAD TYPICAL PAVING SECTION COMPLETION DETAIL. N.T,5. MILLINGS BERM 18" 2" RECLAIMED ASPHALT MILLING5 811 ., ".4.. .., GRANULAR COMPACTED FILL EXISTING STONE WALL TYPICAL ASPHALT MILLINGS PARKING LOT SURFACE COMPLETION DETAIL N.T.5. GENERAL NOTES &DETAILS #42 - PINK ROW PREPARED FOR THOMA5G. FARIA CORP. MONTVILLE, CONN. SHEET 9 OF 12 SHEETS ADVANCED ENVIRONMENTAL INTERFACE, INC. 8 OLD INDIAN TRAIL MIDDLEFIELD, CONN. 06455 203-858-4034 AESCHLIMAN LAND SURVEYING, PC 1379 MAIN ST_t-�EET EAST HARTFORD, CONN. 06108 (860)-528-4681 DATE: 12-4-13 SCALE: SHOWN MAP NO. 213074-1B CROSS SECTIOM AT STATION 5+25 VIEW LOOKING FROM EAST TO WEST (N.T.S.) DEPOT ROAD ELEV. 50 M.S.L. EXIST. ELEV 24 M.S.L. PAD READY ELEV 50'f M.S.L. EXISTING GROUND EXIST. TGF BUILDIPdGS EXISTING ELEV. = 2 8' M.S.L. 500' f EX' 70 ................. _.. a rn u 6 inches TOP Soil. Vegetate with Station 6+50 Contraolor Seed mix. Stabilize until grass Bench Elevation =, 38 is established. ..................... ........... _.............. .-....._..._.... 40 Station 61-50 ` Elevation = 'R\/ + 1.0' = 28 Stabilization ,vith 2 inches, of Reclaimed Asphalt Millirig frorn Recycling Onsite Parking Lot Station 6+511 ~- Protective �. Berm Elevation = 5.1.5 Cover Station 6150 t Rel � 1 Elevation = 48 , __. .. Block Retaining Wall, Geothermal Ffofizonlal Closed "- =, a f Loops `. I (i+t ?- Ls with Supply and Return to Drainage and Fcaundatiori \ � l i i,�i p La Details Per Sheet 8 1 Surface (2f?, 38 It laSl_) \ y Station 6+50 " t \ IN f' Existing Grade Bottom Elevation = 2 t i � ` 1 1 ...._:._.—. Bench Cut '0I WALL. SECTION CID 8+75 tQ .......................... �r 0 ft. 3 ft, 5 ft, 10 ft. CD Ji Approximate Scale 0I 60 PHASE 4 — 50'f 4 F.tf r 'PHASE 3 -- 38' r � r r 'r i ....... ...... ... ....___... .... ............... .......... _.--------------- .._. _.__._......_..___.__.... _...... _........._. ---------- ......._ PHASE 2 -- 28 r .... ...... . .......... ........ ...... m I _-------__ -------------- --------------- . www=-'= '-- +Station 8+-75 I f Bunch Elevation = 41 N..., ............................... ................. _.,.... _ . _.._-- ....___.",_.._.._W_........: U ............ .......... ..._....... 2.... _,,...... -ark w 18 inches Top Soil. > =1, F rn Xr.............._w., . ........ . Vegetate tateper Planting P_la-n_....... ---- ........... 1i.. ................._ ........•..............::.........:........................................_...............-..................... ....... _ .... .............. •..................:. —_........•:.t r .. O m LL.I3 Inches of I o lsoll with Block Retaining Wall, -Station 8 F75 \" t n/' and Foundation Cass( Elevation - 34 \ '� Contractor's Seed Mix Drainage . v.. ,. \......__............................ ..............<.... w Details Per ::... ..:......::...:.. : 40 w Station 8+'75 . Station 81.75 tis i a Top Flevatian 33 ` \` Bcillont Elevativn = 31 P, A'phalt Paving anal Curbincl'',, - /1 . ...- .............. . ..., . t t ' ` Station 8+75 ` / 18 inches Top Soil, Vegetate'\ per Planting Plan t "I Botluna o -1 ! r a :`Sb . r 1 ... . _ N ._. �� 30 -• rn .�:� ,\ ,.., _.._._.:......._.—.,w ,.,...,.......,... a,Noven Geotexlile +— ) inches of" , inoh C:rusherl oStine Subbase Seed Mixaver'12 inches of Sand Fabric ,- Station 8175 Crest of Rip Rap Benn Elevation = 51.5 WALL SECTION. - 2 -inches of A3phatl 8+75 " kilillings Rec,cled from Onsite Parking Lot PHASE 4 5 0'± .� 4 -inch. (hick. Conciete. Shall Concrete Piles 18-lncla diameter 42-1nches below grade to support 8tFLI tui+ ., Brook -r tv;. 'a:.y loft'{ ' hJ -. / ..;{V •GY,X-L4'C:y. 3 ..PHASE • Barrier y.r �r �;, ' } } ✓,� � All :�o I i ! i " 1�l .5d,..i a r .. or .' r t� I a t cr n� r + G u h R.I •a l s.. ...� - _a . (1 c` _ c lee F ,.0 �--- Loops with Supply an:(] R l r to Impacted Soil �C�,%��;•�>�_-__ = ,,;:..��' Surface f'L8, 38 ft IL•'iSL) _..._ 26-28 PHASE .................... ...........< .---------.._....._.,...__--_-------_.----.----__--__-__----------------..._._-....._..__._._...._._.... - -.._._. AND PLANTING AREA DETAILS f't'1 S I Plantirm Area 6 IG Japanese pi PREPARED FOR MS Sargent's Crabapple .2-2.5 in exB r in PA FwAntah. Grass_ 3 gal sp'' PPA Abbotswood. 2 gal ......... ..... 31-1 Sweetbox, 3 gal SP Gold Flame, 3 gall to ENVIRONMENTAL INTERFACE INC, ........... Aron 6 PLANTING AREA 6} 8 OLD INDIAN TRAIL ),B,. Brilsatn: Cit-, 3-4 flCA MIDDLEFIELD, CONN., 06455 711) fA I' 4 PA , r�is L J ms 3N Riwfl Blr�,;tl, 4'6 fl _ %A Afngflc, awi E N. elnut, j fl AESCHLIMAN LAND SURVEYING, PC DP St;roet Few,, 3--'I ft 1 379 MAIN STREET d1:1 Bay( eoy, 3..11. fl EAST HARTFORD, CONN. 06108 ,JA t.rl tt�lliar ie`il:ll.trr7trrri: 3•+:1 ft f REV. 2-11-14 P&Z 51T DATE: 1-28-14 SCALE: V = 40' MAP N0. 213074-18 L PLANTING AREA 5 EX' 70 ................. _.. a rn u 6 inches TOP Soil. Vegetate with Station 6+50 Contraolor Seed mix. Stabilize until grass Bench Elevation =, 38 is established. ..................... ........... _.............. .-....._..._.... 40 Station 61-50 ` Elevation = 'R\/ + 1.0' = 28 Stabilization ,vith 2 inches, of Reclaimed Asphalt Millirig frorn Recycling Onsite Parking Lot Station 6+511 ~- Protective �. Berm Elevation = 5.1.5 Cover Station 6150 t Rel � 1 Elevation = 48 , __. .. Block Retaining Wall, Geothermal Ffofizonlal Closed "- =, a f Loops `. I (i+t ?- Ls with Supply and Return to Drainage and Fcaundatiori \ � l i i,�i p La Details Per Sheet 8 1 Surface (2f?, 38 It laSl_) \ y Station 6+50 " t \ IN f' Existing Grade Bottom Elevation = 2 t i � ` 1 1 ...._:._.—. Bench Cut '0I WALL. SECTION CID 8+75 tQ .......................... �r 0 ft. 3 ft, 5 ft, 10 ft. CD Ji Approximate Scale 0I 60 PHASE 4 — 50'f 4 F.tf r 'PHASE 3 -- 38' r � r r 'r i ....... ...... ... ....___... .... ............... .......... _.--------------- .._. _.__._......_..___.__.... _...... _........._. ---------- ......._ PHASE 2 -- 28 r .... ...... . .......... ........ ...... m I _-------__ -------------- --------------- . www=-'= '-- +Station 8+-75 I f Bunch Elevation = 41 N..., ............................... ................. _.,.... _ . _.._-- ....___.",_.._.._W_........: U ............ .......... ..._....... 2.... _,,...... -ark w 18 inches Top Soil. > =1, F rn Xr.............._w., . ........ . Vegetate tateper Planting P_la-n_....... ---- ........... 1i.. ................._ ........•..............::.........:........................................_...............-..................... ....... _ .... .............. •..................:. —_........•:.t r .. O m LL.I3 Inches of I o lsoll with Block Retaining Wall, -Station 8 F75 \" t n/' and Foundation Cass( Elevation - 34 \ '� Contractor's Seed Mix Drainage . v.. ,. \......__............................ ..............<.... w Details Per ::... ..:......::...:.. : 40 w Station 8+'75 . Station 81.75 tis i a Top Flevatian 33 ` \` Bcillont Elevativn = 31 P, A'phalt Paving anal Curbincl'',, - /1 . ...- .............. . ..., . t t ' ` Station 8+75 ` / 18 inches Top Soil, Vegetate'\ per Planting Plan t "I Botluna o -1 ! r a :`Sb . r 1 ... . _ N ._. �� 30 -• rn .�:� ,\ ,.., _.._._.:......._.—.,w ,.,...,.......,... a,Noven Geotexlile +— ) inches of" , inoh C:rusherl oStine Subbase Seed Mixaver'12 inches of Sand Fabric ,- Station 8175 Crest of Rip Rap Benn Elevation = 51.5 WALL SECTION. - 2 -inches of A3phatl 8+75 " kilillings Rec,cled from Onsite Parking Lot PHASE 4 5 0'± .� 4 -inch. (hick. Conciete. Shall Concrete Piles 18-lncla diameter 42-1nches below grade to support 8tFLI tui+ --- Gip 1,10 P t AA SEED MIX D MIX0 ,rift , -- } rip 1-c3ntlnu ,erect 'dew Crlctlariri Wet[ i`i 1 Plant - Irie, G21 eroslo . Control Xoduct over E'rosion/Restoration Mix for, Detention Basllis : n -d P'Joist Site's 4_ Ahr'I. bLISi't, 6e 3-4 feet �tv9 'Black Chokebel-ry, 3-.4 ft PLANTING AREA. � u1p Bayberry, 3.4 ft '�L f�l:�.i7tyls�rry 3-��..ft TOPSOIL SHALL BE LOOSE AND FRIABLE, FREE,FROM STUMP'S, ROOTS, BRUSH, WEEDS, FROZEN PARTICLE, ROCK OR STONE OVER 1.25" IN DIAMETER AND ANY OTHER MATERIAL THAT WILL PREVENT THE FORMATION OF A SUITABLE SEEDBED OR PREVENTGERMINATION AND PLANT GROWTH. 6 - mall" -r tv;. 'a:.y loft'{ ' hJ -. / ..;{V •GY,X-L4'C:y. 3 ..PHASE • Barrier y.r �r �;, ' } } ✓,� � �_��'�.�ti :�o I i ! i " 1�l .5d,..i a r .. or .' r t� I a t cr n� r + G u h R.I •a l s.. ...� - _a . (1 c` _ c lee F ,.0 �--- Loops with Supply an:(] R l r to Impacted Soil �C�,%��;•�>�_-__ = ,,;:..��' Surface f'L8, 38 ft IL•'iSL) _..._ 26-28 PHASE .................... ...........< .---------.._....._.,...__--_-------_.----.----__--__-__----------------..._._-....._..__._._...._._.... - -.._._. AND PLANTING AREA DETAILS --- Gip 1,10 P t AA SEED MIX D MIX0 ,rift , -- } rip 1-c3ntlnu ,erect 'dew Crlctlariri Wet[ i`i 1 Plant - Irie, G21 eroslo . Control Xoduct over E'rosion/Restoration Mix for, Detention Basllis : n -d P'Joist Site's 4_ Ahr'I. bLISi't, 6e 3-4 feet �tv9 'Black Chokebel-ry, 3-.4 ft PLANTING AREA. � u1p Bayberry, 3.4 ft '�L f�l:�.i7tyls�rry 3-��..ft TOPSOIL SHALL BE LOOSE AND FRIABLE, FREE,FROM STUMP'S, ROOTS, BRUSH, WEEDS, FROZEN PARTICLE, ROCK OR STONE OVER 1.25" IN DIAMETER AND ANY OTHER MATERIAL THAT WILL PREVENT THE FORMATION OF A SUITABLE SEEDBED OR PREVENTGERMINATION AND PLANT GROWTH. Fail Ir,{Ti,a 1ti51F WALL SECTION ,r117 t 1sr,��r' J.4 6+50 PAD READY FINAL GRADING CROSS-SECTIONS AND PLANTING AREA DETAILS f't'1 S I Plantirm Area 6 IG Japanese pi PREPARED FOR MS Sargent's Crabapple .2-2.5 in exB ►115+; l�ialcr� Grass 3 gal in PA FwAntah. Grass_ 3 gal sp'' PPA Abbotswood. 2 gal ......... ..... 31-1 Sweetbox, 3 gal SP Gold Flame, 3 gall to ENVIRONMENTAL INTERFACE INC, PLANTING AREA 6} 8 OLD INDIAN TRAIL -��- MIDDLEFIELD, CONN., 06455 711) fA I' 4 PA , r�is L J ms 203-858-4034 --- Gip 1,10 P t AA SEED MIX D MIX0 ,rift , -- } rip 1-c3ntlnu ,erect 'dew Crlctlariri Wet[ i`i 1 Plant - Irie, G21 eroslo . Control Xoduct over E'rosion/Restoration Mix for, Detention Basllis : n -d P'Joist Site's 4_ Ahr'I. bLISi't, 6e 3-4 feet �tv9 'Black Chokebel-ry, 3-.4 ft PLANTING AREA. � u1p Bayberry, 3.4 ft '�L f�l:�.i7tyls�rry 3-��..ft TOPSOIL SHALL BE LOOSE AND FRIABLE, FREE,FROM STUMP'S, ROOTS, BRUSH, WEEDS, FROZEN PARTICLE, ROCK OR STONE OVER 1.25" IN DIAMETER AND ANY OTHER MATERIAL THAT WILL PREVENT THE FORMATION OF A SUITABLE SEEDBED OR PREVENTGERMINATION AND PLANT GROWTH. WALL SECTION 6+50 PAD READY FINAL GRADING CROSS-SECTIONS AND PLANTING AREA DETAILS #42 PINK ROAN PREPARED FOR THOMAS G. FARIA CORP. F MONTVILLE, CONN. ......... ..... ..SHEET 11 OF 12 SHEETS' Xx if �31; gj.ADVANCED ENVIRONMENTAL INTERFACE INC, 8 OLD INDIAN TRAIL -��- MIDDLEFIELD, CONN., 06455 203-858-4034 AESCHLIMAN LAND SURVEYING, PC 1 379 MAIN STREET EAST HARTFORD, CONN. 06108 REV. 4-24-14 860-528-4861 REV. 2-11-14 P&Z 51T DATE: 1-28-14 SCALE: V = 40' MAP N0. 213074-18 F u c C C r C f c r L f c E t L I . . I EXIST. N/F N/F / CB ChID •,� /k � � �z�G� DAVID M. & THOMAS G. AREA OF CENTRAL VERMONT RAILROAD TF 75.69 .ti �� '� COREEN J. FARIA COMPANY RIGHT OF WAY VOL. 143 PG. 206 sTMH °b , 5G� MONTVTLLE LAND RECORDS &REFERENCE TF=75.19-�'__.�0 bh,� G�� CONN�LY CORP. I 11N/F\ �� ` �`� MAP #6 . . / ,,:.. • ti?�u /'� 0=12°5300" R=700.00' KIRK R. o N/F ',<•..-._ -1'•111 � L=157.40 T=79.03 _ o �� N10 30' 27 E �,!� m Srp C10RD=585°25'36"E 157.07' \ MERCADO\ A-9 23 15 R=570.12 8.50' n NE.,. R L=93.41 T=46.81' \ N/F N/F MET JIANG YANG V 3 � 0 �� ET . 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O X / 15 z -..w, —\ r .. 1 :, B W - V- 4., ;�- - KS OLE` ,. n, 41 �,. :, LDTN OIL TA ,<< 1111 VI G 5 :.P N ” 1111 <. ; I J p y. 111`1 3 � = BT1. 4 ,. x T' N :_.----U� 1279', �i ^ > -'\ c. , �J g5 t+2 _._- 7�iJ;. - - �I►, / f FFL,28 0 -,t1 MW ___-----------_ �,. 19 t< i `J' 45 ` 111, 3 llr, �,. 9 103 - - ----------- ----- - - r , 13 �I , \ - _G uT G ---------- _ 1 �� ,< Jt h 4 46 _ -_ — all - 1 --- R120 MW - G---------------- - --- trv., '� f- ,O ` T ^3. ! fi �r3• Si 11 A�• _ °•'b4?� -''t+ �x J ---.;;-'_,d ... L °� r, V >vs h c , 6.p _, lir/ 1 ,,., 22x , TRANS + _ ,f >, 7 W lir, p FF -27.43 z 102 v S L 1111 ,�.,:. �/ � 1111. ., -� , � ', ..• 4 W �' 3..°6\7�1�11, MTR �, 3 LEGEND 47 `�O A°ai�1 \ o BU 77i5r a<` ►% CH `'' \ �- TL DING = CI fT r�; ._..j„ �(J ,h l� (_ _ \* ,nom 65 � g< --- 1{;,, \ oo MNEY '', EXISTING FIELD TOPOGRAPHIC SURV C - 46 b ; s< _ 1111 t �. /( h - Z - '. 68 1111 111, 70 `, tt j� � BUILDI 7£�, , EY ONTOUR �' ° B R� T `�-r r ca — RO \ `{ ; 1+ o NG t ;° PROPOSED ELEVATION 55.5 �+o �q`b E-. b �, ::; "1111 I d' - IZ-4 `_ j. u1 t 69 71 �72 O ,_ `STp X I � / + EXISTING FIELD TOPOGRAPHIC SURVEY ELEVATION 129x1 v D E V I N E `:S t E. ; ,/ , Q\, 3 t tiF s r — w �'Y \� 4 _. \� SFT oNF 1 z 1 . EXISTING TREELIKE c >� %S E - 4 6 1 i { �4 ~ ; �� M 4E• ^ a- o FYI = \ /'� ` - airs.. . r//73 - 1� LLC \ �'�� ,llr, : 63 111, 60 5 58 ' ' \5�. �� I W,q �� r. � ulE� LIMIT OF WETLANDS 1111 ".v a5 i <h ; I �Ir, 19 �1 �, r rvALL _---'.. - -- . i — \ 14 +. \� �... GN .d, 3 -- [ < , I + ` \\ ... ... XIS B ,; �;,, $,.�w” w. U - EXISTING LIGHT POLE : lT �. , i F , Ir, I _ . ,. ,, _ �.,. ... 16- ,. ... ' 19 t CL&P MON. FND. cp .'?; ! 1. i t `; - 111, �� STEPS yr / 2744 ' 15 1111. ., 1111 1111 111.1 -, Nc 1, 50 ,till, \ �� 2 �� EXISTING UTILITY POLE o ` ' 1, l r, = 74 `�(, \ \ UNDER WALK °` , t 51 .� tilt, tj 20 /\ r ``�, (I tt '., 11,E - 17 la ! FL, 1 m EXISTING CHAIN LINK FENCE o . .. -, ! i t 1 52 75 _ ,,� „ 1..1_ w 0', , 4 lIL f : ; [ .,. �.: < _„ °"$ . .. \ h ;ill —• ___ 7.t3 Wl EXISTING BARBED/BOX WIRE FENCE X t �t Z .,I � — ` ;rrt� 2. ._- ' ill, �I� RE : �:.,. .. ., . —1111... :. � �� : �.,. -.>. ,_ ,lli, ,- . ,<...._ 1111.. •! �!• 53 �•� - ��-' L _ •'� "- EXISTING STOCKADE CE ° 1111, �_. � � 1111.:_r. • ,, .. >,�:,.. AL1, 2 �5 t., /��. 4, <t... -,,, \ , li, X11, ti ( - - 20 WG •• EX 1 ' ! _ �' — 56 S r \, A:L 0-�_____ �b EXISTING IRON PIN I 79 1 FEN 6 Iy0 / i s�.J� Rte, �,y o oNE REr-_�` ELEC. BUILDING r ,. ". o,- 22'` 2 83 '� + O �_� r 7i3 F ,. s �, X111 A7 s n '•1111 ` '�< 3 ti ,.; BOX 2 • EXI 2 \ t G MONUMEN `\ 3' £A' t N1111, q ... v _' 2L4 , Z 1111._. 7 � A/C a 8 67 STIN SMN \ ,y " r o H y ti �, � EXIS CATCH B I <_' w. �„: <( 1111. , i 'y �.• tea.,.• — "., "-" .. 2 V 1111 �a 76 ° °-11.11 p POP � �ti •� h TING ASN (� \ ' ti. ,. 40- .,55 s rr_ ! �� f` ti W W .. Z U, \ +o { 4 M W ti ^� V-50 42 IN I_ HW 1111, lk ,, '.,,,y. \-, IN, - ( ,1 1)11: t APPROX. OC. 6 W.M. „ EXISTING STORM MANHOLE O 1111 <, 1111,,,, z 25x7 L M 3 / CBCT STI M M N�; - ` �,"" '� CNV.=50.22 OUT _. TF -22 b6 H LTCO7 "- - E 4 �\ �- I, x, ` - _, 4..::,. �,° PRT- I' TRA r;4,w.,,.. � `z — - 1111. 1111 ,, ,...,.,..:,,, S _ �`` MW _ FFL= 25 w :r E 6570 w ;1111 "1`111 �•`•,. 1111. -"�-_.. 1111 _,,,�,, O ,..:..,,. ,, 1111.,, , "' , �•� - z9.85 9 ., ,: W 1 �:; 1111 N6 4 = ,, . , _11.11., t:,, 105 C�5�7 A Y .� C ` �< 2 /C ; ,. �, 9 5 6.2 M I7 UT - _ = 2 EXISTING SANITARY MANHOLE \� „ < � XTSTING STORM DRAIN PT RECOVER s � SMH 4 �� 8 " h \ . r k BUILDI UT 25x3 M + TF 2315 \\ �.. N // k, _!{ y-.., �.� 6p _w - 3.,... �....,..,.< z3x P ,N INV-11.84(IN S) EXISTING SANITARY SEWER MAIN \ „ Q \ G _ WV G 24 _..<,. INV=11.52 OUT NE -- �{ :. - e AR. FL=2 r tl,€l:a T ( ) EXISTING WATER MAIN/SERVICE W - NOTES: 'I s , 11 .,,, t N_ ,q \� 3 _ 1 0 FFL 29.iT ; t BUIL 5 oti M , EXISTING GAS MAIN/SERVICE G - THE CENTRAL VERMONT RAILROAD COMPANY, N `� _ PARCEL SUBJECT TO RIGHTS OF 0 �- , �'\ ED I ". � , , �`� Dr x0 1•� , ,'.., :.:...,:,:.. ;.: -- .< :O� ��N^ ` 0=- EXISTING UNDERGROUND UTILITIES UT- ST WHATEVER „ r -.. 2 E TER RIGHTS MAY EXIST & �� , / .aQQpG�o f „I: SH NG w P i� N FLOWAGE RIGHTS, WHATEVER WA y 40 _: `� 3 ,' �\ „ \ Rel ( 0- FFL= MW L= �,a ,,,,. 29.95 3 R N-401 \` EXISTING OVERHEAD WIRES OHW RIGHTS OF WAY MAY EXIST, VOL. 143 PG. 206 MONTVILLE LAND RECORDS. S 3 '. _-, TE 1 , , o. � „<`.0 , O W Est' U T ' 2 85 1111 pL ¢ �; ' " /F Q PS \ UT EXISTING MONITOR WELL FA%UT HORIZONTAL DATUM: NAD 83 2 p OL - - - - - - T TF=76.54 \� �� t, :y o DECK APPR X. L.00. 6" AI P E �` MIR. ' f W M OH - 5 P T VERTICAL DATUM: NGVD 29 INV=52,82(IN) \ GR!; , M5 ~\ n ' w Y R '. ��_ W POL W C� 1111 j< w INV=52a72(QUT) -9P ,':'," � i' T'LU4.0, L� _ / �� _ _..w, / w „ _. . \� W gC;19,57 � Exch � 1� LONDON COUNTY CONNECTICUT RO �'7 \ ;`; 30 LP TA Z 6 -- U, FLOOD INSURANCE RATE MAP NEW L W "`\' S S 1 \� MAP NUMBER 09011C0361J REVISED AUGUST 5, 2013 , P2- . HELTCO '(�'� SMH _ ? 2 ` � TF=61.15` °�, 2 1111,<.� s'€ f1T � °� �� 55' COUNTY CONNECTICUT 6�b8 H - W LONDON - r FLOOD INSURANCE STUDY 7: 1 TRAILER 15 MW r � "`"= ASH � � � � Z F TNVz49.55 IN t .,.r ^� 1'2...,., UGUST 5 2013 r € + B REVISED A . 0 011CVo01 ^ ,� '' �" ., .. :, "`" _ _., / , � ; •o . 3 4R2 `,. '' MAP NUMBER 9 'y •t BROKE INV=49.35(OUT).,. 1 � 20 5 -j-� 3 ,./ ';1111 H'3 .i _ rI, 1111, f3 BENCHMARK : 5: �� a , ~ `� 1.111 J . TR w t PA VTLIO _ M W 4 W I "' �, „ � ; \ AILER ASH r N �. �� ?= S �AS CB \.� HELTC ,� i ;, a H 2O5i: ^ �' FORMER ! ' MW 4D 21 ' 1 � TF=22.63 TOP FRAME SMH 6567 �' _, °� � _. ¢ ; 11 �Y° �� a '' �' _ /\ / ;; , ,po : «�,i MPS-. 3 HYD .y.. C� W �� CL&P FL -18.46 (IN) BENCHMARK c✓ ELEV=76.4 E TTc - i L 4 �. 2��9 APPROX. � la 744 FL 18<29 (DUI) ' 6 _11 11 o ,` r X% S P I MW ICS<..., . O,` �, GRAN Ah S`' J 1.{_ ' ,;\ , •� !� b 25 TANK L 4R TOP FRAME SMH z ° Vc'�D LLDLE.�1C� E % �l �, ! 2�� PATO .J{ t'r 0 �, H '' r/ im%, �� R TF=2CBCL ELEV=23.66 �`\. 1.t z `1 l , \ € / �1PPROX. kia II TF=23.02111 f: �p PRI11 11 2(,l�\ /EELD { ` c I 9 6 \`' - ,L 1. ! t / / I / 11 1, \ I I t .N ,q, \. \ ".. , -,. , f � V __a h: / sl CO \ ,� 11 5MH HEL \ �F �, � ;� 4 \ < / Br s \. ,,, �j GN TF=23.66 w 6566 / - I �1 1, r.P / `� T cpNc, L= I INV=13.06(IN 5) NL0 I REFERENCE MADE TO MAPS TITLED: ��I \ - `N ;, �� 0.59 ` INV=12.76(OUT N) � N I . r \ 3 , T NT RIGHT OF WAY MAP TOWN OF MONTVILLE NORWICH -NEW �1, I �• , „ :.. Y4 ,_ o 1, CONNECTICUT STATE HIGHWAY DEPAR ME \ \,. ``,., ti 4 % , 1. . LONDON ROAD FROM THE WATERFORD TOWN LINE NORTHERLY ABOUT 6,000 FEET. ROUTE NO. 12" DATE: �� _ 1.�z O ��5 {;a Row NT 0134' TON JR ENGINEER. ~ > '11` , 014 SHEET z of 2, L.T, BEN y 2 ®', FEB. 27, 1937, SCALE: 1"=40', NO. 9 �' �5'� T GRAN. MS 4 05 g2, -- 70 s �\ �t \ '`- \ ` 8 E f `' ;` •. i \. `.� 4 "` • "`,. 5%DW W/DRILL H L a,' w 2 "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE DEPOT ROAD �` M,< \ , �,p \ s t \ , o r 1 z , ti FROM THE NORWICH -NEW LONDON ROAD EASTERLY ABOUT 1.500 FEET." DATE: MAY 31, 1939, SCALE: 1"=40' 12% - ti, �,I.CL&' 1\ o 2 NO. 85-05 SHEET 1 OF 1, L.T. BENTON JR. ENGINEER. 1 _ `� N , :-'�. I p I-, 'F. 6256' �6 ORr�� h1:S. '�; `as t 1H \ �� 3; No 0 Q �',!111. �DRIL hOLE �.. 4, \ \ 4`.,�� , 4 o 3, "TOWN OF MONTVTLLE MAP SHOWING LAND ACQUIRED FROM MARTIN GOTTTSDIENER, TRUSTEE BY THE \ � I . STATE OF CONNECTICUT REHABILITATION of BRIDGE Nos. 00926 & 00927 ROUTE 3z OVER oxogoxo Q `` \ _` i <I I BROOK & MILL RACE" DATE: FEBRUARY, 1988, REV. 4-15-88, SCALE: 1 -20 BY CLOSE, JENSEN &MILLER, P1. C 1. _. ! 5MH `` A� \3 \ 0 D r AREA \\ *��`: TF=54.6 �z o \ t t D TAIL 4. "PLAN MADE FOR SIDNEY BLUMENTHAL & CO, INC. UNCASVILLE-CONNECTICUT' GATE: APRIL, 1954, SCALE• HELQTCO� ZI `% {, If`�V=4$.71(IN�j y •\ �, �§ 2I\�� h �- N. 6565 •_, \\�V=48. 6(OUT) .; z11 , ` 1., 73__/ I D T.S. 1°=40' BY CHANDLER & PALMER ENGINEERS, NORWICH, CONN. f� , 6 5 8 S . F. � 2 \� �Y%5_-9 EXISTING CONDITTON5 MAP r f< 5, "PLAN SHOWING BOUNDARY BETWEEN HIGHWAYS AND PROPERTY OF THE UNCASVILLE-SHELTON CO. INC. 1�'�I,6441 AC, _ u . 5 APPROVED BY THE SELECTMEN OF THE TOWN OF MONTVTLLE" DATE: 1924 ALONZO B. �,. \ A4 xb 'o I . z MONTVILLE CONN. A 66 .• % fir_ 14 GINEER. �f Al '� , t t 1 ! _ ! `' #42 PINK ROW REED CONSULTINGEN 1 6. "RIGHT OF WAY AND TRACK MAP NEW LONDON NORTHERN R.R. CO. OPERATED 8Y THE CENTRAL VERMONTIs �: \ t= `� 1 l Ii oI PROPERTY OF . Y ', , ) 3/ 1< ` \ \ .\ . I RY. CO, STATION 5+49.2 TO STATION 52+80." DATE: JUNE 30, 1917, SCALE: 1"=100' OFFICE OF VALUATION'1�", ii ENGINEER, ST. ALBANS, VT. .., :. a . ,� 1J9� 4 t 111 1,. ., I t \ 1, I THOMAS G. FARIA CORP. sM! f � \ ` C \ } `� z w c�C&P I II CT USA PLAN OF PROPERTY OF ZIP CO INC. UNCASVILLE, 7. "THOMAS G. FARIA CORP. UNCASVILLE, TF -b3.76 '� _••• � `` � � •�--• _., , INV=48.20(IN) CrCO 1 "'I" ?% "' F`�,y \ _,. FL= MONTVILLE CO . . ; 4 �,_ 625 ��, ., NN C : 1"=80 BY CHANDLER & PALMER ENGINEERS 2 SALE w BRUARY 196 - z I CONNECTICUT' DATE• FE It`!l-43.70(OUT) \ (. y, - X4,26 I b564 '� a S L 4 - , a 1111... , •a \ ., 'y \ I - _ - . TF=25.52 I CERTIF THAT THE WETLANDS AND ORDINARY HIGH WATER MARKS WERE FLAGGED IN THE FIELD ON \ `' ' + _- �'' �� CB 4 R P PREPARED FOR �` g 2013 AlJD THE LOCATIONS ARE AS SHOWN IN THIS DRAWING. NO FEDERAL '` g 3° fes` -11-1 - f L=22.52 IN S) ! \ �.�' /y TF -26.2 ( 18" FL-23.1-L=22.27(TN W) ' TI IED ON THIS PROPERTY.. 0TR E FL=22.35(OUT N) WETLAN[�S WERE TDEN F ° z �� - �A,, G • °� > F� F i all/1 " ADVANCED ENVIRONMENTAL m 11 } r -� -� <'` ` ... . s -9,I{ `f 30 n_ _ ,'' F`F3 REE - . .. . . {� 2, Q,a l c< m e-1 V __ < V 1111 < .1 I I 11 ._1. .... I CYNTHIA RABINOWITZ, SOIL SCIENTIST _ INTER 1. �"'n `�3ta `, z'` 12" "' _ o `�' ��`.+E. INC. - I ...... ..., GCONN SOIL BETHLEHEM11 . .... I... 1, . , .. ,_.. s H CAT. 1. ' `, .. TF,3 :88 H €_� ,�1 e,t \ MIDDLEFIELD; CONN. TYPE OF SURVEY: PROPERTY, TOPOGRAPHIC `11 `�. \� I /�00V=22.94 DEPENDENT RESURVEY 6 BOUNDARY DETERMINATION CATEGORY: f �` 24" SAN a CLA55 OF ACCURACY: A-2, T-2 . �J ,LJ� '.J" M .1-L' .�, w TF=28.81 . I ' _ �\ ,j 1, :=v„s> ' 5MH • r t l !/A` -%31.) 1R�it5U _�� \ I INV=20<69(IN) I ----.:. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS SURVEY WAS 3. �� 5P` �'�:. F,... lr 89°1? W 0 INV -18.0 UT REV. 1-27-14 SOIL SCIENTIST CERTIFICATION ADDED. ?' PREPARED PURSUANT TC) TI -+E REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-30ob-1 THROUGH'+'"`- 1� Sp,N11 , 1-1 I �j f.¢ - s 20-P00b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE I SMH 41t `J-' p(`+ ..,...,..a..:-.,; ROAD COMMONLY REFERRED TO AS �-� � I AESCH.L1MA LAND SURVEYING, 1 C r CONN CTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996.. 1 � TF=47.34 c.n GRAPHIC SCALE 5MH �, INV=32,89 FARTp, LANE Z � . 1 40 0 20 ao 80 TF=50.77 OWNER: CL&P \ A INV=43.37(IN) � z 1379 MAIN STREET ("- DROP -34.87 50 THOMAS G. FARIA CORPORATION 6304 . INV=34.77(OUT) ASSESSOR MAP: 74 EAST HARTFORD, CONN. 06108 �� l ASSESSOR BLOCK: 3$ ' SANDS E. AESCHLIMAN' L,5. # 14201 ( IN FEET ) A55E550R LOT: 000 (860)528-4881 11 NOT VALID WITHOUT EMBOSSED SEAL i inch = 4-0 ft. ZONE: IND DATE: 11-26=13 SCALE- - 7: 1" = 40' MAP N0. 213074-1A a .