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HomeMy WebLinkAboutSiteCHD LEGEND FND EXISTING PROPOSED -- PROPERTY LINE BLDG. SETBACK - - __________v CONTOUR LINE 100 X 100,25 t oo.2s 00,25 SPOT ELEVATION DEEP HOLE Q PERCOLATION TEST ow Existing WATER SUPPLY WELL PROPOSED Weil WELL _ PriPRIMARY LEACHING AREA :: PairARir: _ WETLANDS BOUNDARY N SILT FENCE GSF GSF STONE WALL NE X _ FENCE x x GUIDE RAILING n n n n n n no -®- UTILITY POLE • CATCH BASIN STORM SEWER W TER LINE W -E --- -- -- - EL CTRIC LINE E T - -- --- TE EPHONE LINE T -- - - -- --m CABLE LINE S CHD RANDOM BENCHMARK FND RR SPIKE SET cII30,111 f ELEV = 469.33' � 1J OAD _- �x9LE- r SOP i RUBBLE do T TO14 i�ALi. j 146'0 REMAINS / do RECENTLY 3" ONSTRUCTED �� •�� 2 DECORATIVE .• N i� STONEWALLS 3L}Il-g\NG STALL SIL � FJNGDOM BALL SIGN W/ GROUND 0 3 U'IL. POLELIGHTS 5 90 NUMBER 3 -FOOT WIDE RII'OIR`� PAVEMENT }fz t UTILITY SERVICE ,0� � MBR b� r- AEW GENERATOR Bpz�q� BENCHMARK ESTIMATED INVERT AT tUjpNT RR SPIKE FND NEW ABOVE FOUNDATION 467.0, CORE V��LE IN SNET 3042 R2 GROUND PROPANE NEW HOLE AT INVERT 467.2 INIF JOHN DENNER ELEV. = 472.08' TANK c� o� 8' WIDE DOUBLE GATE - `" -- REMOVE TOP OF EXISTING SEPTIC TANK, / PUMP OUT CONTENTS, � DRILL MIN. FOUR NEW SERVICE DRIVEWAYS CHD / 1 -INCH HOLES IN BOTTOM, AND BACKFILL R�,d ce WITH COMPACTED GRAVEL NEW WASHED STONE SURFACE FND a`",p ': 25 LF 4" toss foo SCH-40 PVCP qEW 6' WHITE VINYL PRIVACY FENCE '- Lathro � _' � @ 2.0% INSTALL NEW 1,250 I O GALLON SEPTIC TANK a NEW CONCRETE, ( - �A�� - �,s51 INV, IN 466.70 N STOOP, `' , ,` . �.��` �n INV. OUT 466.45 m r a CHI) : - - P ,� O o. o A CONCRETE PAD FND ;k rr `` ` F `� SUPPORT EXISTING COLUMNS DURING v �' BACKFILL OF EXISTING TANK AND a INSTALLATION OF NEW TANK AND PIPE ,ONCRETE G ``. -� STOOP . F �51 �o i ",-1�,NEW 20 x20 N/F NATURE CONSERVANCY Ch ch �. E 2_ L c.�.:L14D i 11, ,c _ ,t CTICUT - ,� . _ D OF CON o RBv - _- 5 A � � �-���(:�-' ;-, CONCRETE P FND T�' ".." 466.14 :; � ,�" ,, t 467, 22' - % 4„ INS. -1641 REMOVE CONCRETE T Y . _ . 4 4SE a 4" INV. = 467.07' __�.,, T-� ,,... ��, ;. � . °ate _,.` L- �,O4 STOOP AND PAD a 4 t . RT_ a �:. 'i 66. 75.3 r = r - _ � _.._.__. ,/ �, '" '. ..�`` i_�__., n _T�_T h ``_--R1��4� DOOR 469.0.0 z ,� Iti z _ , , � Norwich Salem Turnpike e iIL !MAEXISTING Rt 82 CTEDCODS DOORWAY 469,6 469.18+ -DE ORATIVE S NEAL EXTEND WASHED STONE LANDSCAPE LOCATION MAP b, , ,- :,; ��. - ��� , BED OUT TO NEW SIDEWALK, RETAIN Y F 3.. ks ° EXISTING PLANTINGS SCALE: 1"=1000` fii,`:18 Y _ l' ,. , f �• _ . ' ,. SEE DETAIL FOR ��k �� '� c� �-� BENCHMARK � Ilk,..� RR SPIKE SET IN D ENTRANCE t,. c ''fix REMOVE CONCRETE ` �,� :��� sL , fi 15' OAK ':- NI) ,� CURBING , ' W s E V = 469.84' i ---` u , - f d. * Rll-F?cl_ INFILTRATOR UiCK40 PLUS Q ___ r �� A NEW CONCRETE r ►N .4~ (2) �,,�. ,, {4S 7.82 � V I N '� �= �`' ;, EQUALIZER 36 LOW PROFILE SIDEWALK a..- ,--�/� ---- ` ;:., � SIDE BY SIDE IN EACH TRENCH fl .------- _ 468.88 . 469. � =4f7.72 � & _ r NEW 8' x1 O' ` NIEy1t � ''� ' _. 4 8.2 ME E '���• 6 DOOR WAY 4fi8.58 �, E�.• RESTORE ALL PAVEMENT REMOVAL , r � AREAS WITH 4" TOPSOIL & HYDROSEED , 469.1 oe 468 V ie Ar REMOVE WTU7NEW IN 467.��`� c�c� LIGHT M O 6 � �� �rA -.... \ ,y �-,.. o . �.- A VEM N T 1 re t r ani s: _7N �. \ ', E =467-5 464 O' EXISTING SHED 6. , �''' 4 -� /� *8,� TO REMAIN ­- / A�RRoxII�ATE _ POST Area , thek. ' F 4` �,,� T TrT ,� sty _.u ... .. _ \ Llrre TYPE ENCS Wet1ands V SS_8 6 53 _.46� FG STR, TURF iU^.... - REM n JE r� vim°#1 w-ZZPAVEMENT r �+ F''� G>a ice` =.s.. `fir 2 9 D _ � r - - _ - - '3E --- _ T3 A a � GSA ` • _ rC UNE- -------26 46 - --- - rv5 3 a. � "- STEEL LA �#2�' I NEW 8'x20' WF#1S OST t4 CONCRETE _ , , _ , , . rum -----------_ 5 AL DUMPSTER s � a T 6 s„ `SDR 35 U6'so NEW 6 WHITE INSTALL 5 -FOOT HIGH PAD = 461.36' A h r. FEMA LI�AIT .` REMOVE _� ,�".`_""�''�' REMOVE CONCRETE ViNY. PRIVACY _.Y`` �� CHAIN LINK FENCE ! _... LIGHT 4�\ 1. OF ZONE X CURBING FENCE REMOVE CATCH BASIN � i=_-_ _ FEMA LIMIT REALIGN CONCRETE CURBING ALONG NEW EDGE' C1 _:--_ - _ _OF ZONE,_�X-- J' SLOPE PROTTION FABRIC OF PAVEMENT AND REPLENISH WASHED STONE AND 1 RCP, BACKFILL --- --, 7 WETLAND LIMITS FLAGGED n " WF24 t LANDSCAPE BED, RETAIN EXISTING PLANTINGS WITH NATIVE SOIL REMOVE �;: HIGHLAND SOILS, LLC APRIL ,o o " / 60 BUILDING t SIGHT 5, 2018 SETBACK LINE #6 r; 1 l' CHD 1 FND h t t\h AT TIME OF CONSTRUCTION OWNER SHALL PERMISSION FROM PROVOST TO REMOVE LIGHT P) - n B rn C E 0 U V) Q U o D a� E rn c s W Z W Q U Z W �. �_Z R V W W w 0�Z U) 0 W O W L�� U) U) W Q zW ry - W _ O _, Z CL Z -- O 0 U) [!L/F EUGENE F. PROVOST & JEANNE PROVOST AND PAVEMENT ENCROACHMENT. IF PERMISSION 1S -. DENIED, CONTRACTOR SHALL SAWCUT PAVEMENT AT x i w� N 60 PROPERTY LINE AND LEAVE ENCROACHMENT AS IS. �+#5 B air, t I, I 25' BUILDIN SETBACK LINE Noma 'L 0 20 40 - -- TABLE OF IMPACTS WETLAND AREA ON-SITE 33,600 SF Cn UPLAND REVIEW AREA ON SITE m 0-67 AC WETLAND DISTURBANCE 0 SF C1 •m< C v .x F- v� -� �¢ F- D D U n B rn C E 0 U V) Q U o D a� E rn c s W Z W Q U Z W �. �_Z R V W W w 0�Z U) 0 W O W L�� U) U) W Q zW ry - W _ O _, Z CL Z -- O 0 U) [!L/F EUGENE F. PROVOST & JEANNE PROVOST AND PAVEMENT ENCROACHMENT. IF PERMISSION 1S -. DENIED, CONTRACTOR SHALL SAWCUT PAVEMENT AT x i w� N 60 PROPERTY LINE AND LEAVE ENCROACHMENT AS IS. �+#5 B air, t I, I 25' BUILDIN SETBACK LINE Noma 'L 0 20 40 - -- TABLE OF IMPACTS WETLAND AREA ON-SITE 33,600 SF 0.77 A( UPLAND REVIEW AREA ON SITE 29,200 SF 0-67 AC WETLAND DISTURBANCE 0 SF 0.0 AC UPLAND REVIEW AREA DISTURBANCE 8,400 SF 0 19 A; TOTAL DISTURBED AREA 33,900 SF 0.78 A, EXISTING BUILDING COVERAGE 3,922 SF 0.0'9 A`3 PROPOSED BUILDING COVERAGE 4,002 SF 0.09 A3 EXISTING PAVEMENT & SIDEWALK COVERAGE 26,300 SF 0.60 A3 PROPOSED PAVEMENT & SIDEWALK COVERAGE 7,9100 SF 0.18 AG N/"F EUGENE F. PROVOST & JEANNE PROVOST Feet General Notes 1. Topographic and boundary line information is based on the following map: "Boundary and Topographic Survey, Prepared for CIL, 5 Nerschler Road, Montville, Connecticut" prepared by Towne Engineering, Inc. dated 04/09/2018 2. The Contractor shall contact Call -Before -You -Dig at 1-800-922-4455 for marking of utilities prior to any excavation. 3. The FEMA Zone X is defined as areas of a 0.2% annual chance flood hazard (500 -year flood plain) and areas of 1 % annual chance flood with average depth of less than one foot or with drainage areas less than one square mile. The Zone X does not have an assigned elevation and is depicted on this map based on best available information. 4. The Contractor shall obtain a Driveway Permit from the Montville Public Works Department prior to work within the Town Right -of -Way. The Contractor shall pay the application fee, post a bond, and provide evidence of insurance coverage to acquire the permit. 7.0' /R12.00' W/ R0_ / 4ROS--I 0- ,1 O 1120.0' 815.0' / Q) i PARKING/DRIVEWAY AREA DIMENSIONS SCALE: 1"=20' 5.0' 8.0' 7-7.0' 7.0' a`1 Fes,' C) 18.0' -11.6' 5.00' a� > o ca Q E ..� 00 co U 0) LO v O �0 a) 0) . �., O cJ co _ I ° ( M C o .,._, tU ¢ 00 W0 C O L 0 Uri (n CIO C :3 a, .0 tr) o `° Q.� • j ono o r•---� U N 0�0 N o ..., Drawing 1 of 3 Job #: 18-110 CHD LEGEND FND EXISTING PROPOSED -- PROPERTY LINE BLDG. SETBACK §17 -- --------400--------- CONTOUR LINE 100 X 100.25 SPOT ELEVATION �oo.as DEEP HOLE C PERCOLATION TEST GExist;ng WATER SUPPLY WELL ®PROPOSED wall PrimaryPRIMARY LEACHING AREA A A A WETLANDS BOUNDARY N EV4 SILT FENCE GSF GSF------- STONE WALL NEW x --- FENCE ., O no GUIDE RAILING n e UTILITY POLE -� ❑ CATCH BASIN MW STORM SEWER TER LINE W -E - EL CTRIC LINE E -T - TE EPHONE LINE T - - CABLE LINE C RANDOM BENCHMARK FND RR SPIKE SET IN AT&T 3041 Cr' = 469.33' V V 0AD R Z L to ER s ov I RUBBLE "'NE WAL STONE REMAINS ,, • RECENTLY E 0 IS`I'RUCTED 57' DECORATIVE w HALL v110\N�0� STALL SILT 19NGDOM HALL GO' e • �,u `� SIGN W/ GROUND V UTIL. POLE LIGHTS NO NUMBER 3 -FOOT WIDE S -' VTEMPORARY �j1 PAVEMENT EC �. UTILITY SERVICE � -MBR q2`� NEW GENERATOR M epZRAN M BENCHMARK] ESTIMATED INVERT AT ONTVIL�E -v m -o RR SPIKE FND D NEW ABOVE FOUNDATION 467.0, CORE v U IN SNET 3042 R2 - TANKND (PROPANE NEW HOLE AT INVERT 467.2 •� Q o a. N/F JOHN DENNER ELEV. = 472.08' c o F- or - 0 E-- A 8' WIDE DOUBLE GATE ,'� '4 0. REMOVE TOP OF EXISTING SEPTIC TANKxv ." /\ PUMP OUT CONTENTS, DRILL MIN. FOURJT�* NEW SERVICE DRIVEWAY `\� 1 -INCH HOLES IN BOTTOM, AND BACKFILL Road°� CHI) ,- \ WITH COMPACTED GRAVEL e �Po? SURFACE FND 25 LF 4" ob, ' NEW WASHED STONE S =� �� -`- \ SCH-40 PVCP �athro 7 ' NCE -,�. ��' `� 7111CSD 2.0% IEW 6 WHITE VINYL PRIVACY FE S A INSTALL NEW 1,250'' ,c%p p '` ,� w�� i �, ,Q •,° GALLON SEPTIC TANK Q A.� q s NEW CONCRETE �" tq� ���-9�Q'��o� �4r s INV, IN 466.70 0 STOOP >a C(3 E PAD �-9 ��'' �o INV. OUT 466.45 m r CHD � k S 1 OVE oo� a T S 1 D s �'1 CONCRETE PAD FND ;c, �'" �`° + '169.2 SUPPORT EXISTING COLUMNS DURING e r (n BACKFILL OF EXISTING TANK AND o /s ` `` INSTALLATION OF NEW TANK AND PIPE ,ONCRETEzFz �� � `. �, F -s- 69.6 *`,�\ �� .. � � � STOOP ' A�1�1-1 ` -��' N F NATURE CONSERVAriTCY hUrch I + -'``+- 1'� 1 \' TE 2 SS NEW 20 x20 21" ROUND PLAS '. /, Ar �� , r E OF CONNECTICUT' YARD AIN C Q. ,* g; 5!� 467.4 \,�\ CONCRETE PAD ° �a TF - 68.9 4 `- f .+vGN ° m ° s ,. FND ,, ,Z� � � t-1 U?� 468.9 REMOVE CONCRETE $ 0 4 INV. I = 467.22' 4" INV. = 467.07' f ,' STOOP AND PAD FF AT \ `\ o- 4' INV. UT = 466.78' ! PASS DOOR 469.02 D ELIMINATE EXISTING Rt 82 Norwich -Salem Turnpike y 9 RE ' NTLY 469,7 i r' c�`� 489.2 t> � Q � � � CONS UCTED i,� y `\\� DOORWAY DE ORATIVE + 4►69.6 ;� CONc4: D 469.18 3 ' ,^-� `\ EXTEND WASHED STONE LANDSCAPE S NEWALL'I W 2.k C NITS �°` -' � � 0 NEW SIDEW,tLK RETAIN LOCATION 11/IAP o 46 .6 11 ; � % o�� oJ,,- � BED OUT T , i a �' s`\ EXISTING PLANTINGS SCALE: 1"=1000' N 468.6 FF Co PAs DOOR X60.2' BENCHMARK SEE DETAIL FOR �p> ��,� ��, •,� �� \ Rfi' SPIKE SET IN 468.58 X01 + �,� �'��`\ REMOVE CONCRETE „ D ��� ENTRANCE ND "' FF @ BL OR = 469.2;' ',�, �- CURBING 15' `, W. OAK o \ ELY V -- 469.84 ,CO 1RED ti- �, CONCRETE PAD 488.1' 1 �. � � -2 \\ d�� \ F EN RY CONCRETE ST(30P 468.6' - f 8.9 . PA (�,. DRILLED FF t� PASS DOOR 469.2' W1 BOLL r NEW CONCRETE,�. a,a ��7t 4 if _t 467.82 AP D --BOX \ Q -,' ,.:... .,.:.. ' `� re SIDEWALK , o0 V. I N 46 4 L p 469.2 4 - INV. 5` O VOf� r 467.72 4`\ N ........ ..._ :,..,, n 4. C r 9 &{ 7 ' •k: rsv �6 3R r iY ri M. rS a € ► ) \ .... ........ s I }e { '.r,e €i rr- a ._; t, 7 c•. {-' n.-.. ..,a• t f i r ' . 'i'.1..x z -t rr :, ,r.i .,wr f f }f a NEW NEW 8 x10 �S , \ �/� ..::::::.. ;r.;....t�i Yr..--rr u= r°rY'.'1" F •,M,'�„ I ' ze�r,5y ` :'r h3. { =Yx a �t€', r ,.^ ,. t � f '+ >� ;. - C5. E "C'- / \iJ r r \ \ '1`y Q� .... _,.. .. ", � r i $ -'1i< s n, i ,7, •'`. srr t t e aY: \, i k c J .+ ., r:$ � - ' ! ' , ...r! ,, � A� C� •'�'SY 1 � (i ��� '�,.£q \ -GSF«r 4 3 °.:=r r'a 468. .x.: �,St {y i r}"a ,F.i�,. � Vc .G, S ME E . Y V V' \ _ xY, Z i..` DOORWAY Y SHED 5 \ v N 'ter 't a.r rXs..:3r f t %�t.a.. .zt �. x 1 r r F:~ :+r r{ it #. .� �: «^-,n. \ v r �. a NC Ac > REMOVAL .� rtr>� s8 58 ., � PAVEMENT RE ----... 4 c4 PAVE r' T RE ALL RESTORE E ar r` C 1 as i -. S 1 , x 'R1K+' �• '� .* V \ �r . "'- `- -.- •.. .......'.-r iS C'td4 �,o TYP. 1f •- It . \ -9 l ,: AREAS WITH 4 TOPSOIL & HYDROSEED V 71 4 A ! ° '! ) r G � Q -{ _ ` ..�>•.-,' t fll r {.. ar.{ 46 { r: t' I G lV. .•' • - \l.� I ' -c^ 4 f1 ' , �,�, t ». w^W , k -t-'r sv �46 V V ?.>~t�t r f Lk •j / O1 -\ L /NyW " ' _ G`+r _ f t ` rR' i -7r/•, fc ct r.. %yy'' r z v y - } /.1 G�� y'� r xm ,{ i' ...d' ,i hke �. V ��/// ,+ r//\ /lC/• `.Y :,.` « r VE \ . REMO '' „ ` \ 7• h -d : i fj o, '��. ki { ; r a s ct M.+,.ss. .' c `` _ V C � T O \ \ - V \ y jfi ��\\ LIGHT •'' ''.` \ ! 'i } 3' ' a z r �M'I a ,. �<# �: � ....,4.-: K. F 4'..✓"F n3''A' v 467.6 k� a 1'z ,rct : c 3,,•, 3 s r € \ A \ .fir ��'- \ \ >fy�}Y a''3x§i } {['! ✓G a r1i -.'r, 6 9r +t�`rs . s fi+K,.. .y+ x i` nt .{- I! AY \ SDIx' c7iJ- �," ••°F a s - 50 AVEM t f +. iyy, .r r `tsr� r rsat •.z ;.}d A EA &DRIVE .:- x 't a r r7 ,*.r- ,s r a Fk"t` r > P A \ `-;t'd at • J [ 7 r `rj t"``�,.n �` �,.- r. '`f t 467.ai ., •°. 7' r , ...a u V \. INV. V 1 ED •, { z X;M i r,_x. -:- .w {n = }r r �u; .� �.� r ,uy t r v r+.r' 1 r�sF - ,Fr ,� r.`LS.� __£3 ,". 4� ,a '� `�'`�i-�-4 y EXISTING SH ;} : a �,- ..� _ar• 1H .F r -L ,ny, r^ �ty`a%.i'z`'�i4 H 'fF-" fi 7.: .u'xff ,yA $ it "dF`1 y `£'t, F .�I y' j •,r. - ^gym ..E z s -r - r / ^ \ �1 \ \ w ,r z 3 -'` -ria f �` `� TO REMAIN 6 4 X 4 APPROxIMATE U 'Y C?D PC7ST-/ %~LEDGE OUT CROP �'�'t \ " .•• .` a tE/ . i i tis+ f -M., _ z _-r . r F v. q .. 79i r li y _ r 50' Regulated Area 46 - X66.0 ; .,',HTo- w - r h Setback Line From \ Wetlands `SS:B 1 T PE �S� ��>. - 'ENCS - x Y 3 ---- - - 6 9 \ `\` \� G.m j3 _ �:> ' 4 sz /� 2 TF 4015.9 \ GSI" �` / '� ` �'. . � \. \ -\ 6,� �.Ka€ rc+t` � ` ` #� , r =e kr �� ��-� .fir ;: •-• - _ - '. \ BLOCK S . CTURE t S r1. REM MOVE k �W� � � � W • \,-. ` ., ••\ `-, ` c "' 7 _r Frr + .'� , ,sn. yr= - -+i �6' +-+i / ilI'�'.`- \\\ Y1P --- `V ` �V `V ' ` ... _:-� .��; �`° \ 467.5 SNE � PAVEME► 6© ' WF21 'ING�' _ _ G G.SF� ASF-- __. ^' �� `•, ` .rte. I- __-____ \ \\ -- _ _� �� ;''r _ -__ �__ 6,� 25' BUILD �� `�' Z < - ------___- - ------____-__�_ _ 1 _ �SF �` SETBACK BUILDING ` ► 0 W lir, X17 `\\ y _ -�--� -`� 1 __ - -� G CK LINE 466,7 � \ ------ - - SF �� SHED NO o cA_ ♦ � WF, 18 \ �_ r - - - _ ----- _ -- ri FOUNDATION " cc `" --�` GSA 466,3 rn� G Q/ Z _ _ _ _ -- _ _ _ -`-'-' - ; ` „ N 85 3 '50 W 277.89' �� Ll� Q _ #12 X11 �` ,. �'� ��--'Rc ,-�'F _ STEEL LAMP�--P►r, -- _ � OST C WF#22 #16 NEW 8'x20WF#13 U J � U _ J� `� HOME MADE) _.. \ _ _ W L� CONCRETE ---- - == . ��;: \`�`, M LAMP POST ; .--`"'_`_'�-----=- �..,.. LL! DUMIPSTER NEW 6' WHITE INV. m `'_!��_�� 6" SDR 35 ssr�-E .._ C!) W � _._I FEMA LIMIT INSTALL 5 -FOOT HIREMOVE t, W PRIVACY - 461.55 GH PAD VIN '�' `�� �' -; C!� Z J REMOVE CONCRETE ,,1, LIGHT ` \� _ I•,L.I OF ZONE X,25 CHAIN LINK FENCE CURBING FENCE ��;\� FEMA LIMIT U _ ALONG NEW EDGE REMOVE CATCH BASIN D - .OF -ZONE_,...-- _ � Z WF 2s SLOPE PROTTION FABRIC REALIGN CONCRETE CURBINGAND 1- RCP BACKFILL ---'-_-_____ # OF PAVEMENT AND REPLENISH WASHED STONE -- Ty -F#7 WETLAND LIMITS FLAGGED _.--� w WITH NATIVE SOIL REMOVES HIGHLAND SOILS, LLC APRIL Z ■--�- 0 ^ � _ -�24 '` ` 60' BUILDING LANDSCAPE BED, RETAIN EXISTING PLANTINGS { LIGHT � , s 5, 2018 1O �� l�irJ 0 ETBACK LINE ,kl AT TIME OF CONSTRUCTION OWNER SHALL SEEK°'r_ ,i+r PERMISSION FROM PROVOST TO REMOVE LIGH1 POLE IV. #A- W WF 27 YiF#�25 KIPEUGENE F. PROVOST & JEANNE PROVOST AND PAVEMENT ENCROACHMENT. IF PERMISDON IS -F#3 CL WF 29 (STOP) DENIED, CONTRACTOR SHALL SAWCUT PAVEMENT AT X /,#2s PROPERTY LINE AND LEAVE ENCROACHMENT AS IS. �� F. s U) - r. CHD FND 1, S�6 � � q /LDr/VG �C� CINE I I o ONCRETE HEADWALL IPE SILTED IN J - - ---------- --------- - 25' BUILDIN SETBACK LINE 373.35' -.---- S 87'44"42' W - am -' 0 20 40 TABLE OF IMPACTS WETLAND AREA ON-SITE 33,600 SF 0.77 AC UPLAND REVIEW AREA ON SITE 29,200 SF 0.67 AC WETLAND DISTURBANCE 0 SF 0.0 AG UPLAND REVIEW AREA DISTURBANCE 8,400 SF 0.19 AC TOTAL DISTURBED AREA 33,900 SF 0.78 AC EXISTING BUILDING COVERAGE 3,922 SF 0.09 AC PROPOSED BUILDING COVERAGE 4,002 SF 0.09 AC EXISTING PAVEMENT & SIDEWALK COVERAGE 26,300 SF 0.60 AC PROPOSED PAVEMENT & SIDEWALK COVERAGE 7,900 SF 0.18 AC N/F EUGENE N F. PROVOST & JEANNE PROVOST Feet General Notes 1. Topographic and boundary line information is based on the following map: "Boundary and Topographic Survey, Prepared for CIL, 5 Nerschler Road, Montville, Connecticut" prepared by Towne Engineering, Inc. dated 04/09/2018 2. The Contractor shall contact Call -Before -You -Dig at 1-800-922-4455 for marking of utilities prior to any excavation. 3. The FEMA Zone X is defined as areas of a 0.2% annual chance flood hazard (500 -year flood plain) and areas of 1 % annual chance flood with average depth of less than one foot or with drainage areas less than one square mile. The Zone X does not have an assigned elevation and is depicted on this map based on best available information. 4. The Contractor shall obtain a Driveway Permit from the Montville Public Works Department prior to work within the Town Right -of -Way. The Contractor shall pay the application fee, post a bond, and provide evidence of insurance coverage to acquire the permit. / '4- p`5 7.0 R12.00' r F DRILLED WELL �r �f ��� 0, IRSdOMR 511 y W/ BOLLARDS f ry'r'r '�L;..'Ys ��ar�+�'rn�hx tk s arra r, Y��"[,•4 e- ��,�'���� -- r� •" w art � J "�It rNre �, J>t' y , a -.�firhisx.3,w�. »,. � a six � � r ,<- $ � ,�.. a �r �•�"r f�, t r �. "iq ��sv 4>,r��y�Ecs'�z�x.�exsv',��Frk>,.aY�'�,u� •r, tr & -e s.r y'�`r��s»d�-�+'�-.�����`"<�`� '� J � S 7� � /" k7 ! x r a `E, �}wW .y��`^_. ,y "') r � >�' � afc 8 pC"k �., r a*�ar;. >� s..--,,�'.€� �«s^ *t`•zn ..t�. '�'t t c : z$k f �'� ' c 5f;4�'•} �3 � Y� �'�fir�"�'e "�"� Y''��",�+.,T�4r, �+ �`.+•b ^�iYf'.4r' xFr,.srt .w.�i�,r.r 1 �35Y�.# "�,�.�{Y "r"�•E,���3m`»`• 5 '� c 4g w k S 5 r fi - 20.0' k 4.� �'c.. `A� ky Cx � �, � tt a 3 4 c ,C' �:, -( - •' w t / .� �rxxF �.�y''rrf }'v „zt �r..a` ata rT ik ,•fi �x q^`f+ ,F!:.s� f #r 5 r > s + .. �pc],��a: f f f a 'R LA , PARKING/DRIVEWAY AREA DIMENSIONS_ SCALE: I"=20' 0 .�.. m p � �Qt0�O c .�? E N QCT •U LO 0--4 CD O V -p os 0 45C 12) �,Z�r 0 • �--+ � 0000 OJO -FU N w E, o C 0 U L •M •� U) I :30) W C CD CU '> U CA Nato ... N 0 rommmm V 0 Drawing #: 1 Of 3 Job #: 18-110 PLAN VIEW 4' 0 2' 4' — 5'-0" SCALE: 1/4"= 1'-0" cr 0 O Q SAW CUT, EXISTING FLOOR Cr) CONSTRUCTION NEW CONCRETE AT DOORWAY � JOINT EL.=469.2 >c 469.17 w 469.07 / 468.95 BRACE POST 1.90" O.D. 3'-0" 2'-8" MIN. NEW CONCRETE BRACE RAIL 1.66" O.D. CLASS A CONCRETE ENCASEMENT, TYP. 9" DIA. MIN. SECTION A -A z' 0 2' SCALE: 1/2"= 1'-0" ENTRY DETAIL TWO–WAY - BAND, TYP. EXISTING BRICK WALL \-- EXISTING CONCRETE APPLY BONDING AGENT 6–FT NOMINAL HEIGHT COMMERCIAL GRADE CHAIN LINK FABRIC (2" MESH SIZE x 9 GA., TYP.) BRACE POST---\ PULL POST 200' O.C. MAX., CAP, TYP. 2.375" O.D., PROVIDE CAP /–TOP RAIL – 1.66" O.D. BRACE RAIL 1,66" O.D. BRACE POST ---� 1.90" O.D. WIRE TIE, 15" O.C. TYP. NOTES: LIGHT BROOM FINISH SURFACE IN DIRECTION OF WALK WIDTH. %" WIDE BY 1" DEEP PROVIDE Y4' PER FOOT CROSS PITCH, OR AS INDICATES} ON PLAN. TOOLED CONTROL JOINT. REFER TO PLAN FOR LOCATION OF Y" PREMOLDED CONTROL AND EXPANSION JOINTS. EXPANSION JOINT 6x6xW10 STEEL WIRE MESH REINFORCEMENT 5" CLASS "C" CONCRETE 8" PROCESSED GRAVEL BASE, INSTALLED IN TWO LIFTS AND COMPACTED COMPACTED SUBGRADE CONCRETE SIDEWALK, DETAIL. NOT TO SCALE LINE POST CAP, TYP. TOP SELVAGE TWISTED--\ RAIL TIE, 24" O.C. TYP.--\ LINE POST --� 1.90" O.D. WI R E TI E, —� 15" O.C. TYP. HOG RING, TYP. /--BOTTOM SELVAGE KNUCKLED PAVEMENT SURFACE 20.0 6" COMPACTED GRAVEL—' BASE (CONNDOT FORM 816, M.02.06 GRADING 'IC''') TRSS ROD AQ�JUSTING UNIT TENSION WIRE11 11 3'-0" 2'-8" 2P-8" MIN.ADJUSTABLE I CLASS A CONCRETE (I II ENCASEMENT, TYP. TRUSS ROD u 12" DIA. MIN I 10'-0" MAXIMUM SPACING -04 10'-0" MAX. SPACING, TYP. — f -r– BETWEEN LINE AND BRACE POST AND BEWTWEEN LINE POSTS, TYP. 5 FT. CHAIN LINK FENCE 5 FT NOMINAL HEIGHT PROVIDE Y4" PER FOOT MINIMUM CROSS PITCH, OR AS INDICATED ON PLAN. •ro e 6. + + + + + + �r..5... R. .. + I + + + + + + +'+ + + + + +-4- + + + + + + + + + + + + + + + �+ ++ + + + + + + + + + + + a + + + + + + + + + + + + + + + + ++++ fr+++ 6.0 "C" CONCRETE WITH L ---J �_____J BROOM FINISH AND TOOLED EDGES 6" COMPACTED GRAVEL BASE (CONNDOT FORM 816, M.02.06 GRADING 'IC") SECTION AT GATES PROVIDE Y" PER FOOT MINIMUM CROSS PITCH, OR AS INDICATED ON PLAN. 1 %" CLASS 2 BIT. CONC. WEARING COURSE 1 %" CLASS 1 BIT. CONC. BINDER COURSE 8" PROCESSED GRAVEL BASE COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVEMENT DETAIL NOT TO SCALE PAVEMENT STONE 36" 12" THICK LAYER CONDOT No.3 STONE STABLIZATION FABRIC ALONG BOTTOM AND SIDE STONE PAVEMENT EDGING DETAIL NOT TO SCALE 240.011 SURROUND THREE SIDES OF ENCLOSURE WITH 6' VINYL PRIVACY FENCE VINYL GATE 2.5" 2 LINES OF CONTINUOUS HORIZONTAL No. 4 REBAR- 60 KSI AROUND PERIMETER OF DUMPSTER PAD 0 72.0 I CONTROL JOINT @ 4. i 4" x 45° _/ o CHAMFER, TYP DUMPSTER ENCLOSURE 7 VINYL GATE I 2.0 REVEAL AT t FENCE GATE ++++x}+++++++°� ; ++ + i. + PAVEMENT + +i' i SURFACE �___� POST PIER BEYOND, TYP. 6" REINFORCED CONCRETE DUMPSTER PAD. USE CLASS "C" CONCRETE. HAUNCH ENTIRE PERIMETER, 6"x 6" W8xW8 WELDED WIRE FABRIC X4,0 WHITE VINYL PRIVACY FENCE m >;. m "v � m "v cc _X *m Cn � 0 to rc Q 0 0�" C)~ Q. 1i w,NAP 19$1° c 0 0 Tel