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HomeMy WebLinkAboutAs Built' - _a s+ y.-^ r. «. .. ... ... ... . ....._ ..+, a....}-.ypg ^'t�n+V^T'.iyT/+•^:+„Y.+.'i'M v +4.T-,.+. w vo, wva•.. � .-.-,. .ter.._.. 3•i .. Yc^P`-.-.'.?4:.. a -F t S. _.v. .. J -- n , a, .s-...-.. .... 4.a i ..., .4 ,. N'.W�^.,IhtS!":NMY.Yid4.8w- Il+-. .. ..,« .. -W »f91,tM"Y•.IDY^�",?-4N!' 7Ai5 s nrna,on may be increoard to /4' POSTS COUPLER 01 the dirrchbn 0/ Me Cnyinrer Jz POS TS — IN Akemo/ /,n,jn.d //2AF/ .Si c T NCC -- ' ' 1 � �� I �..• � , . � 9rodin9 to br vorird L � �� "" �� b 4ody'acenl to Calcn y1/o0o .RAKE ,n ea d:Y[1ed — '� o -} T 1 1-e 1z • - FILTER �PGc �•v,Jc A,'r.t WTE.L �C O a,1 i ,� � •o � I - �� ^ � t � FAeRic rL N �+ V •H I I .c �` � U •i' y �� F 3 7' e' e Fi.c >Eic F.oB2�� 7Z14 B E I As� 4.+.yj1n4 -'�_ a 3 X :`•- `� \ ,(3cnc%Co •9s /�EG.D M.�.r C,vaGo T r - V av/or ww,•rJ,erh 1 fnd O! r JAs// b° cul //wA ui,M ,neJa. / 0/� :SIC W 4 i y vv � ,B j. ,I,IA.��F.� v-c.2Elz._ O t .v lA%J 0,--4 ion I o/ Colcn Bc•5,n Wvk to D+ Inc/uo ed .n ; ' ' BACKFILL L ---1 111. coal or colon Ae�,n - � - i /O//V//VG Of SECTIONS � E p l Br,ck, L'/OJJ :I-contrrh un. h, or C•n.•nI � e Al -1111.1y aa'/J rubble maaonry. W! en ,t wed v eIp/y dan./e`'1xd ,uo// /hic,Fne,J jho/l br incrro�rd 1b /Z: on 4' u&//J \ 11151'°' 4,inr17J.0,?5 to r.mo,"n /he some. M/RAF/ 5/L T FENCE DETA/L d; eor Nnere brick C'-prece5l ctaxrrAr u°, 15 Dee T . . •. .. wrM//iny ,u,7/b+prrm,l.Yd Alex. arD4V -------_ _ — i „ Al or 3' Av pro/rcJion aAo//e,lvnd wnJ,d- o//i,nr/s NO SCALE nvpery 3. Topography is N.V.G.D. Datum 1' contour intervals. 4. Site Zoned M (Manufactorors Zone) SECTION A•A SECTION 8-B 5. Site to be serviced by on lsite wells and septic system. 6. All. utilities to be installed to eliminate flood drainage and CATCH 9,4 SIN TYPE C -L infiltration of flood water. /. Owners of record are Julio C. Murillo Volume 198, Page 846 and 11hipple Hydropower 1, Inc., Volume 167, Page 819. 8. ANY ADDITIONAL LIGHTING TO BE DIRECTED AWAY FROM ADJOINING PROPERTY . PRELIMINARY DIMENSIONS S/ TE ZONED IVANUFACTUR/NG BACKFILL SLOPING 0 - 29. 45' (,3/,:11 concr.,Sr • Notes: OT AREA ---- 44, 352.702 APPROXIMATE CONCRETE DIMENSIONS /00' M/N. APPROXIMATE CONCRETE I. Map References 5 X HEIGHT WIDTH A.) "Subdivision Plans made for Whipple Hydropwoer 1, HEIGHT WIDTH WIDTH Inc., Pequot Road, Montville, CT, Prepared by .25x 200'= 50' k� OF WALL OF BASE Chandler, Palmer & King, November 18, 1986, HEEL TOE OF WALL OF BASE Last revision date: January 11, 1988, Scale 1"=40” HEEL TOE B) "Sine Plan; Plan of Property to be conveyed by the I b Congdon Moving and Storage Company to Granite H l� d� a Associates LTD., Route 163, Montville, CT, c / SLOPING (F T) ( Prepared by Chandler, Palmer & King, September 1982 (FT) (FT) Last Revision date October 11, 1982 Scale 1"=4011. (FT) WAD-er„e.,/coew1 toVnr/ C) "Subdivision and site Development Plan made for D•• MIN / /BACKFILL I, s�� (SUIaCHAnGE). /hwLr`,ey,�//� r,"h,�� 2..8.. Granite Associates, LTD., Route 163, Montville, CT b.Avo M+Do/hvnor/hepp* 3 Prepared by Chandler, Palmer & King, May 31, 1984 O.•8., t.•0,. 0,T, last revision date November 2, 1984. Scale: 1"-40" a 3'-5" 2. All of Assessor's Map 72 Lot 37 & 37A 0.•8.. q IN Akemo/ /,n,jn.d //2AF/ .Si c T NCC -- ' ' 1 � �� I �..• � , . � 9rodin9 to br vorird L � �� "" �� b 4ody'acenl to Calcn y1/o0o .RAKE ,n ea d:Y[1ed — '� o -} T 1 1-e 1z • - FILTER �PGc �•v,Jc A,'r.t WTE.L �C O a,1 i ,� � •o � I - �� ^ � t � FAeRic rL N �+ V •H I I .c �` � U •i' y �� F 3 7' e' e Fi.c >Eic F.oB2�� 7Z14 B E I As� 4.+.yj1n4 -'�_ a 3 X :`•- `� \ ,(3cnc%Co •9s /�EG.D M.�.r C,vaGo T r - V av/or ww,•rJ,erh 1 fnd O! r JAs// b° cul //wA ui,M ,neJa. / 0/� :SIC W 4 i y vv � ,B j. ,I,IA.��F.� v-c.2Elz._ O t .v lA%J 0,--4 ion I o/ Colcn Bc•5,n Wvk to D+ Inc/uo ed .n ; ' ' BACKFILL L ---1 111. coal or colon Ae�,n - � - i /O//V//VG Of SECTIONS � E p l Br,ck, L'/OJJ :I-contrrh un. h, or C•n.•nI � e Al -1111.1y aa'/J rubble maaonry. W! en ,t wed v eIp/y dan./e`'1xd ,uo// /hic,Fne,J jho/l br incrro�rd 1b /Z: on 4' u&//J \ 11151'°' 4,inr17J.0,?5 to r.mo,"n /he some. M/RAF/ 5/L T FENCE DETA/L d; eor Nnere brick C'-prece5l ctaxrrAr u°, 15 Dee T . . •. .. wrM//iny ,u,7/b+prrm,l.Yd Alex. arD4V -------_ _ — i „ Al or 3' Av pro/rcJion aAo//e,lvnd wnJ,d- o//i,nr/s NO SCALE nvpery 3. Topography is N.V.G.D. Datum 1' contour intervals. 4. Site Zoned M (Manufactorors Zone) SECTION A•A SECTION 8-B 5. Site to be serviced by on lsite wells and septic system. 6. All. utilities to be installed to eliminate flood drainage and CATCH 9,4 SIN TYPE C -L infiltration of flood water. /. Owners of record are Julio C. Murillo Volume 198, Page 846 and 11hipple Hydropower 1, Inc., Volume 167, Page 819. 8. ANY ADDITIONAL LIGHTING TO BE DIRECTED AWAY FROM ADJOINING PROPERTY . PRELIMINARY DIMENSIONS /NO SCAL EJ N/F QUARRY ASSOC4ATES L TO. PART. VOL . /6/0 PG, 677 CENTER - L /NE OF BROOK PROPE9 I /S PROP TY L INE. `1 EX/ST. RET. WALL OP OR�S�EOE � / R otir i N/F 5'-5" i �� RI T,4 AL L EN 2• MIN, 14 14'•0' 1••5' 9' 1" 3' 6" 14 8'-5" 1' 3"�— °. / !_ • c 15 15'-0' t'•6' 9'-9' 3'-9' 15 9'-0' 1'-4' 5'•9" t'-11' ` �� \ j BE PLA P ° • 3'X 2'X 2' ,ON(.. BLOCKS TO VQL /�6 PG. 838 °� .. 16 16'-0" 1'-7" 10' 5" 4'•0" 16 9 .7• 1'•5" 6' 2" 2' 0"' C� n 17 11.0., , 8,. 11. 1.. 4•. 17 SURVEY TIE i - • .50 , \ 1\ 1 ` 3.. 10.-3,. 1. 6., 6, 7.. 2. ' 11.1` IN. J.CYj 18 ,6, o,. 1 •10' 11'-8'• 4'•6•' 18 10•-10•' 1'•s 7'-1" 2--a" L/NE P U!'r `J-� °�,cc m sAMSAME:PRO L _ I n _ _ �� — \ < FENCE,(�'�j \•,. o m DIMEN.riION �, 19 ,9'-0" 1••t t•' 12' a'• a'.9'• 19 11'-5" 1'•7" 7'•5" 2' 5" �/ U -l�� �JJ _- a ° 20 20'-0" 2'-0" 13'-O" 5'-0" 20 ` 12'-0" 1'•B" 7'•10"' 2'•r" • \\• ` ` C o b 21 21'•0-. 2'-2" 13'-7" 5'-3" 21 12 •7 V. ` _ . Y 9 8_ yi (� 6 �P Z1 DRILL `% / 50' ``✓ ° zz zz•-o•• z' -a•• ,a••a•• 5••a•• 22 13••3•• 1•.11•• 8••7•• 2•-�"' ! '-'� FLACE CRUSHED STONE TO EDGE - � • - HOLE D I/ t �h !'F9i G ' I 87 1jl • Q Q `'IV 10 B R (\ 5' V y �' �- � EX/ST. O/RT OR/VE P� BETA/N/NG GYAL L DETA/L _ DRILL°0 Q \9 �`� �6�' [��' tib hQ (NO SCAL E/ EX/ST. RET.— HOLE Oh 10 t, ��� . _ . ro B DRILL p o ,� 01 • Q _--- 009 <. WAL L L h = F 1 GRA► HOLE 5 2 ' x CONC. BL OCR'S r0 \ - BE P CEO 3 'APART \ L � ° P EPL ACE o STR W/T o / /� �/ cv I i/ /1 0 � - -11 cv 3 L NEW CBT ECL • �° f� / • , "IlorH Su!?FACE COUnSE-H/T. ' I/(� B - O' cONC., CLrsss �o - � (MAINTENANCE) A 1 2. N_ 77.37' ICE) c !G 1- 77 r ., PROP. EL`. 0�+ •+ ! F PROP. F.I F. - � :, \ RKir- � \ - RlS. 1/4 PER Fr. r =�L +b I 4.00 f - i l OR PA I /� /IVY T 77. 07' /-//� S/L T FEN r d - Pt10 F - t? c. 92 I - C T OR AS DIRECTED _ Ti OR _/ 5 -� R ' , I 0 / STS RA • `� 6� E L - n°' 8 25 EX/ T 2- ST RY 0 -T ON CO.U•'VERCIAL y�1vq�,E S {�` . I , TRUcruRE 7% ROLLED /S14' ` GRPAVEL ©CSE B' /N DRI VEwCrs �'i I 169 i �' STO E S PS 49 -=MANE VER ` `I E APfFG %O �, /L L t CON/'✓E�' ,'',: i of rll ArrER B„ Wit. 5 FXIs SLAT SPACE TRAP ROCK , , + �. �6 j ` �i'// I(� ' TH /,�ONTV T CO/VP.-Cr1ON PLACED �{ 4 . - 9 1 Q ��' 1I - .J VISS1 iV' 1N Two couisfs AID rioly : ` 9 • \ A cRoss sEc�. j — -- - --- --- ---- --- --- �\ v G z +85. eS.F ee \� s' e a :_,•r PROP. /T- C 1 rE A/R/G1 7 'r Y N b4 \ �\ 5 "' B DNC. `� ' CAI AN OR 5, ` ii :,- n :rr ; g5.76 EX/t�TMH �rti 5 ��� �o - , OR/VEWAYAPRON 9 ' x 20' / �\ o •" REPE FRAME a cn `T' , ^ t ' • i ` d- �� W 40' x 40' ( TF= 8 y, .. W _ ` I •�,.. ° N C NC. RAMP o _ \ /NV = 77. , 5 , •o ':T ' ~ ! / B/ TUMIAICUS CONCRETE A /D/40/V 2 ' - � _ / LEGEND (/VO SCA L EJ N Z + j 3 3 t �- -- �_ PPRP-` - �\ \ NEW M a _ I USHED - S r �` UP TF = 95. a \ / \ - . / EDGE OF PAVEMENT • :�, ° "� FACE c: \ /NV /N= 65' ( E b I :o EX/ST. MANHOLE C F / WELL ` _ U QR LTD' r ° bd� -- /NV /N 6" C- 92.75' /�, T/L/TYPOLE o VOR • y0_3 _°o° ted.° \ [�" y — �' oGo , = EXIST 5' CONTOUR -- /00 �N T �a�j F� 4p' :� . /NV OUT= B 5B' G V/ OG�A °a ,� �' °j '° - �� pL ° EX/ST. /' CONTOUR -- _------ _ 99 A55 oI-\ - S?J - / - - �` F9_ e fl °+'� E 01- UA �� PROP. CONTOUR ZQ C A RR \ `" j-- c, s iso 1 e A' O 5� PROPERTY CORNER O OR/L L HOL E REC. e EDGE OF WATER SPOT GRADE ./00./0 12: 0'! ,g \ bo• EC )Xill;:t CUs. .J.: s `�, P - I PRO✓ECT BFAII'y/Y1AR/e L 0CATION AMP 900' .3:0 • r,i 6-0 1- v Cass ;1' Concrvlr r-nrrr/ Doae SECTION 1 0 I a , V V \ + �� \ \ 1 �'• SP/KE SET /N TEL EPHONE POL E \ _ �! H. E. L. T.C•0. 5897. EL EV = 85,38' \ a EX/ST. SPR/NG _ ° N. G. V,0. DATUM. - r '� 3 sem£ PROP. DROP /NL ET , A H 56 85' .;� M N OLE ` 0I 05 E u, L s = _ CONSTRUCT AT EXIST. OUTLET •o;„1 ' "n , , n, • \ S 0 ° / , � -�` °EX/ST. MH' INV OUT = 77.79 ' Ce•+J/rve/.o•r / Con, /ruc /, nr PLAN / \ \ L ` �,TF 9,R. r7 4" THICK CONCRETE SIDEWALK \� _ RET. T. ABANDONED EXIST / KQLL 41 �' {' Nf•-W IMI IA, 9/.87' MANHOLE o r 'moo \° •� � N/F NEW MH \�D� [; TF= 86.20' N/F o �� -911. GAL E H. FISHBONE 8 INI! IN= 82.20' WH/PPL E HYDRO POKER INC. 3 PATRIC/A K00YM /N►! OUT= 82.16" VOL . 167, PG. 819 \ '� L /60 PG. 557 /I/EREer CERTIFY THAT TII/S l!AP Al✓O SURYEY 1S'EREPREPARED /I✓ ACCORDANCE If%TN THE STANDARDS OFA CLASS,4 - 2 SURYEYAS DEF/NEG Ill THERECOisWEh'OED C o ► ,wgT/CEfoR STANDARDS OFACCURACY OF SURVEYS AND 1IIAIrI,� I &C011N113,y,, /0, /97S, AS ANEIIDEO IJV THE COiIIIECT/CUT AS�^�ar`�� �4 y �,q:cGl'UF, YEYORS, /NC, N0. 1=- - CIIARL ES T. CAdIP 's,��.� ��s�` ✓J �' y' `'0 - ZONING COXfPL 1A NCE 7-4 9Z E S/ TE ZONED IVANUFACTUR/NG BACKFILL SLOPING 0 - 29. 45' (,3/,:11 REOU/RED BACKFILL LEVEL -NO SURCHARGE OT AREA ---- 44, 352.702 APPROXIMATE CONCRETE DIMENSIONS /00' M/N. APPROXIMATE CONCRETE DIMENSIONS /00 X 5 X HEIGHT WIDTH WIDTH 82' t S/OE MAO HEIGHT WIDTH WIDTH REAR YARD .25x 200'= 50' 98' i OF WALL OF BASE OF WALL HEEL TOE OF WALL OF BASE OF WALL HEEL TOE B b c H B a b c / SLOPING (F T) ( (FT) (FT) ( (FT) (FT) (FT) (FT) (FT) (FT) (FT! D•• MIN / /BACKFILL I, s�� (SUIaCHAnGE). 3 2..8.. 0. 0.. 1. 5.. 0. 6.. 3 2.•1., O.•8., t.•0,. 0,T, a 3'-5" 0.•91. 2.•0.. 0.•8.. q 2.-8.. 0.•8.. 1.•7.. 0. 5.. • • 5 4'•6" 01•10" 2' 6'• 1'•2" 5 3'•3" 0'-81• 2••2" 0'•5" _ LEVEL ©ACK FILL • ~2'-0 6 5'•4" 0'•10" 2'•11" 1'•7" 6 3'-9" V-8'• 2'•5" 0' b" LD I,• 2" MIN 7 6'•3'• 0'•10.. 3•-5•. " 7 4•-2" 01-81, 2'6" 1' C— ° 8 7'-0" 1 .p 3'.8•• 2'-4" 8 4'-8" 1'•0" 2•-8" _ • 01 -- Z n 0 - GFi AVEL DRAIN 9 7'•6" 1'-0" 4'-2" 2-4- 9 5'•2" i'•0" 3'•2" 1'-0' — ,^{ u, .•� 10 8 •6" 1'-0" 4'•9" 2••9 10 5'•9" 1'-O" 3'•7" 1' :" w o v 7'•2'• 2'-9" 11 6••7•' 1'•1" 4'•1" 1'-5" • WEEP I+O -0" 0 2' E AT a'• S 12 12••0" 1••2" 7'-10" T-0" 12 7'-3" 1'-2" 4'-7" 1 1'•E," - O C. TYPICAL 13 13'-0" ,'-a•' 6'•5•• 33•• 13 7••10" 1••2"I•— /NO SCAL EJ N/F QUARRY ASSOC4ATES L TO. PART. VOL . /6/0 PG, 677 CENTER - L /NE OF BROOK PROPE9 I /S PROP TY L INE. `1 EX/ST. RET. WALL OP OR�S�EOE � / R otir i N/F 5'-5" i �� RI T,4 AL L EN 2• MIN, 14 14'•0' 1••5' 9' 1" 3' 6" 14 8'-5" 1' 3"�— °. / !_ • c 15 15'-0' t'•6' 9'-9' 3'-9' 15 9'-0' 1'-4' 5'•9" t'-11' ` �� \ j BE PLA P ° • 3'X 2'X 2' ,ON(.. BLOCKS TO VQL /�6 PG. 838 °� .. 16 16'-0" 1'-7" 10' 5" 4'•0" 16 9 .7• 1'•5" 6' 2" 2' 0"' C� n 17 11.0., , 8,. 11. 1.. 4•. 17 SURVEY TIE i - • .50 , \ 1\ 1 ` 3.. 10.-3,. 1. 6., 6, 7.. 2. ' 11.1` IN. J.CYj 18 ,6, o,. 1 •10' 11'-8'• 4'•6•' 18 10•-10•' 1'•s 7'-1" 2--a" L/NE P U!'r `J-� °�,cc m sAMSAME:PRO L _ I n _ _ �� — \ < FENCE,(�'�j \•,. o m DIMEN.riION �, 19 ,9'-0" 1••t t•' 12' a'• a'.9'• 19 11'-5" 1'•7" 7'•5" 2' 5" �/ U -l�� �JJ _- a ° 20 20'-0" 2'-0" 13'-O" 5'-0" 20 ` 12'-0" 1'•B" 7'•10"' 2'•r" • \\• ` ` C o b 21 21'•0-. 2'-2" 13'-7" 5'-3" 21 12 •7 V. ` _ . Y 9 8_ yi (� 6 �P Z1 DRILL `% / 50' ``✓ ° zz zz•-o•• z' -a•• ,a••a•• 5••a•• 22 13••3•• 1•.11•• 8••7•• 2•-�"' ! '-'� FLACE CRUSHED STONE TO EDGE - � • - HOLE D I/ t �h !'F9i G ' I 87 1jl • Q Q `'IV 10 B R (\ 5' V y �' �- � EX/ST. O/RT OR/VE P� BETA/N/NG GYAL L DETA/L _ DRILL°0 Q \9 �`� �6�' [��' tib hQ (NO SCAL E/ EX/ST. RET.— HOLE Oh 10 t, ��� . _ . ro B DRILL p o ,� 01 • Q _--- 009 <. WAL L L h = F 1 GRA► HOLE 5 2 ' x CONC. BL OCR'S r0 \ - BE P CEO 3 'APART \ L � ° P EPL ACE o STR W/T o / /� �/ cv I i/ /1 0 � - -11 cv 3 L NEW CBT ECL • �° f� / • , "IlorH Su!?FACE COUnSE-H/T. ' I/(� B - O' cONC., CLrsss �o - � (MAINTENANCE) A 1 2. N_ 77.37' ICE) c !G 1- 77 r ., PROP. EL`. 0�+ •+ ! F PROP. F.I F. - � :, \ RKir- � \ - RlS. 1/4 PER Fr. r =�L +b I 4.00 f - i l OR PA I /� /IVY T 77. 07' /-//� S/L T FEN r d - Pt10 F - t? c. 92 I - C T OR AS DIRECTED _ Ti OR _/ 5 -� R ' , I 0 / STS RA • `� 6� E L - n°' 8 25 EX/ T 2- ST RY 0 -T ON CO.U•'VERCIAL y�1vq�,E S {�` . I , TRUcruRE 7% ROLLED /S14' ` GRPAVEL ©CSE B' /N DRI VEwCrs �'i I 169 i �' STO E S PS 49 -=MANE VER ` `I E APfFG %O �, /L L t CON/'✓E�' ,'',: i of rll ArrER B„ Wit. 5 FXIs SLAT SPACE TRAP ROCK , , + �. �6 j ` �i'// I(� ' TH /,�ONTV T CO/VP.-Cr1ON PLACED �{ 4 . - 9 1 Q ��' 1I - .J VISS1 iV' 1N Two couisfs AID rioly : ` 9 • \ A cRoss sEc�. j — -- - --- --- ---- --- --- �\ v G z +85. eS.F ee \� s' e a :_,•r PROP. /T- C 1 rE A/R/G1 7 'r Y N b4 \ �\ 5 "' B DNC. `� ' CAI AN OR 5, ` ii :,- n :rr ; g5.76 EX/t�TMH �rti 5 ��� �o - , OR/VEWAYAPRON 9 ' x 20' / �\ o •" REPE FRAME a cn `T' , ^ t ' • i ` d- �� W 40' x 40' ( TF= 8 y, .. W _ ` I •�,.. ° N C NC. RAMP o _ \ /NV = 77. , 5 , •o ':T ' ~ ! / B/ TUMIAICUS CONCRETE A /D/40/V 2 ' - � _ / LEGEND (/VO SCA L EJ N Z + j 3 3 t �- -- �_ PPRP-` - �\ \ NEW M a _ I USHED - S r �` UP TF = 95. a \ / \ - . / EDGE OF PAVEMENT • :�, ° "� FACE c: \ /NV /N= 65' ( E b I :o EX/ST. MANHOLE C F / WELL ` _ U QR LTD' r ° bd� -- /NV /N 6" C- 92.75' /�, T/L/TYPOLE o VOR • y0_3 _°o° ted.° \ [�" y — �' oGo , = EXIST 5' CONTOUR -- /00 �N T �a�j F� 4p' :� . /NV OUT= B 5B' G V/ OG�A °a ,� �' °j '° - �� pL ° EX/ST. /' CONTOUR -- _------ _ 99 A55 oI-\ - S?J - / - - �` F9_ e fl °+'� E 01- UA �� PROP. CONTOUR ZQ C A RR \ `" j-- c, s iso 1 e A' O 5� PROPERTY CORNER O OR/L L HOL E REC. e EDGE OF WATER SPOT GRADE ./00./0 12: 0'! ,g \ bo• EC )Xill;:t CUs. .J.: s `�, P - I PRO✓ECT BFAII'y/Y1AR/e L 0CATION AMP 900' .3:0 • r,i 6-0 1- v Cass ;1' Concrvlr r-nrrr/ Doae SECTION 1 0 I a , V V \ + �� \ \ 1 �'• SP/KE SET /N TEL EPHONE POL E \ _ �! H. E. L. T.C•0. 5897. EL EV = 85,38' \ a EX/ST. SPR/NG _ ° N. G. V,0. DATUM. - r '� 3 sem£ PROP. DROP /NL ET , A H 56 85' .;� M N OLE ` 0I 05 E u, L s = _ CONSTRUCT AT EXIST. OUTLET •o;„1 ' "n , , n, • \ S 0 ° / , � -�` °EX/ST. MH' INV OUT = 77.79 ' Ce•+J/rve/.o•r / Con, /ruc /, nr PLAN / \ \ L ` �,TF 9,R. r7 4" THICK CONCRETE SIDEWALK \� _ RET. T. ABANDONED EXIST / KQLL 41 �' {' Nf•-W IMI IA, 9/.87' MANHOLE o r 'moo \° •� � N/F NEW MH \�D� [; TF= 86.20' N/F o �� -911. GAL E H. FISHBONE 8 INI! IN= 82.20' WH/PPL E HYDRO POKER INC. 3 PATRIC/A K00YM /N►! OUT= 82.16" VOL . 167, PG. 819 \ '� L /60 PG. 557 /I/EREer CERTIFY THAT TII/S l!AP Al✓O SURYEY 1S'EREPREPARED /I✓ ACCORDANCE If%TN THE STANDARDS OFA CLASS,4 - 2 SURYEYAS DEF/NEG Ill THERECOisWEh'OED C o ► ,wgT/CEfoR STANDARDS OFACCURACY OF SURVEYS AND 1IIAIrI,� I &C011N113,y,, /0, /97S, AS ANEIIDEO IJV THE COiIIIECT/CUT AS�^�ar`�� �4 y �,q:cGl'UF, YEYORS, /NC, N0. 1=- - CIIARL ES T. CAdIP 's,��.� ��s�` ✓J �' y' `'0 - ZONING COXfPL 1A NCE 7-4 9Z E S/ TE ZONED IVANUFACTUR/NG /TEM REOU/RED PROP/OED OT AREA ---- 44, 352.702 FRONTAGE /00' M/N. 22/'! COVERAGE /00 X 5 X FRONT YARD 30' MIN. 82' t S/OE MAO /5' MIN, /7' t REAR YARD .25x 200'= 50' 98' i BU/LO/NG HEIGHT 50' MAX. LESS rH..4N 50' • r' c I� - TOTAL AREA = 445 352° 702 S,F° OR 1.018 ACRES - 40 -20 0 20 40 GRAPH/C SCAL E ,45,6M T AW11.5,1989 SITE DEVELOPMENT PLAN PREPARED FOR DWTR4IJSFYVRT 'EouOrROAD - uia'�n4lLE, c�i�rc➢:UR UE: l•-20' D7E 05/19/89TME I CF 15 77 III I'll. E•? - CrIli