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87-100 The Williams Home
- a N/F OTHER LAND OF STEVEN D. WILLIAMS ' / r? rRCE 1 , 10 i , ELLIN Taft 1 e /\ , t 393 0p, Vitot t l 1 . L o \9 \\` '; '=' ------------ ---____ -______--- � _; LOCATION MAP _ o. O I N f `� - \`\` t c .. `�~ 0 SCALE: I0=1500`t Dt % �i u\11\ ------------- No _ ----- ----- �!\\ �� -72- - - y LEGEND: JM — ! \\ ` ll % Ir !! rr /i \\ tt VI ------ / ,t1 BITUMINOUS CONCRETE LIP CURBING / scc.c EXISTING MAPLE _ _ - --_ _------- - - CI\\\ PAbPSTER I' .' EX/s Nc TO REMAIN - --____-- - \ SIM WALL MOUNTED LIGHT Iti <<. g BARN -- _ _ \ �. ; B.L. BUILDING LINE 74 W ] 15' FREE STANDING LIGHT 70 54 171� 26' 4EEL/NE i `l O �t ,:� x ; ,' !!! f� �e,��� � _ �� 2 25 V 70 EXISTING GRADE Lai PROPOSED GRADE O 1 1 ,! � ! rSyA'ND x ' _� ---- AREA= 2.571 ACRES `. `. �m -- EDGE OF PAVEMENT F i' `,CUT OUT OF ASPHALT. 77.2 't NO CURBING Qt 72 d oar X ss5 PROPOSED SPOT GRADE Mr x 76.1 �. c C m k J I RAMP 5' 77.2 APPLE �'-' ,, se•o EXISTING SPOT ELEVATION \ ' ® \ \ WIDE CONC. WALK i l ® IRON PINS TO BE SET 1 , "t� \ \ R-¢.D ��.'+_ a1"e p ,sr0 a;t_•w, \ , i - ' O ® .t ` ` " ` t •- \ B X B BUXTON SILT LOAM, 3 TO 8 PERCENT SLOPES E o B ELMWOOD VERY FINE SANDY LOAM, 1 S ♦ , `�` i \ ` t m Aq I \ '` • ' / 3 TO 8 PERCENT SLOPES 1 20' ` 24 i X \ D 1 \ ` `. I 9 67.5 I \ 20 r `.� �� I / PROPOSED 8' exrsTrNc MAP \ ` / APPLICANT: ro REMAINdDDJTION L t ` t s2_ `\ \ ss•o MICHAEL J. LANZA \1` �, 1'w.. \`\ `r 77:� ` l \IL \ \`, `` ' 2'DEEPDITCH 1665 ELLINGTON ROAD o - ► i 7 \ I I `\ ', I 69.6 o SOUTH WINDSOR CT \ , ti //�r, / 11 i ■�! D -� S4Ri U9S 3' 77.5x dQ aEX15.a lNG ; .'/ WELL !-„i TO BE ABANDONED AND PLUGGED WITH aO,\N\ CRETE 11 O 12031 644-3473 76 REMOVE \ a ¢ D r AS PER HEALTH OD RAMP F -- j`REMOV , ED \\ ` `\ `t 4 i z i ,• \ LANDSCAPING CHART 30'MAPLE t t y Z 4 A 1 t , 1 1 Code Type Of Plant Size At Plantin 10' i " a EXISTING 1 \ y - L HOUSE '� \\� O A Mother's Day Azalea 18" - 24" F s t `' A ; \ t \ B Bradford Pear 1.5" - 2" Caliper 77.5 A B.L. ; \�\ t' •�� C Catawbwa Rhododendrun 3 Gal. Container AFfH t o D Dwarf Alberta Spruce 31 4' EX I f`.'.''':~'s•' " ,\\ 'r ,t `, E Delaware Valley lea tII8 tt 24 TING MAPLE a c O y- a ~C H t t o Del e V lle Azalea -" T' I p E \ �•. White Birch 1.5 2 Cluster I I F - 1 TO REMAIN 5' WIDE G White Pine 4' 5' i?" t E C .T ' ' - H Hicksi Yew 2' 31 �r" `\ 5 = •1' I `, I Blue Spruce 4' - 5' 76.8 J White Pine 4' -- 5' F -- - F _ 1 a K Pyramidal Yew 2" - 31 rI . .X� ib4o REMOVE \rY I us ` aQo°:Q°�oo t AVEME T - - i t L B B Andromita 24 30 0 0 LOAM & SEED .�. t 0 BENCHMARK 06 ^'�'. C.H.D. MONUMENT \ !� 24\ . :._ .-'- I ELEVATION 78.32 ` `. 4 N,. DEPTS C.H.D. MON. O l�l� •.Q9o-.V?p. :1- 3'x4 F SOR PLANNING 77-08' d1 apt 0; S. o F ° 77',:o SIGN t / !2"PINE \ ROCK ;, 2 318.00, yti I2"PINE . ^ 70.55' ®� 'oo. a""•p. 1,_ + __ DO.. !HISTORIC MONUMENTI 4 •Qog It 388.55' {TOTAL} CONSTRUCTION ENT NCE oOO oo. i, - °n°.6 Q 0:o°•o I: 2y {SEE DETAIL) '-' ..0a.bo r+' ¢ 12"PINE/ 00. 0 0 0. . `. - tr` �, -:•. ✓ ,_,d+•�25 ® a' �:'a0ooa<�O ,' `1 r i ` . - 78 ' \ 4 �C3Nl�l� '. �. � v oQa 0 0 c '--PROPOSED '�--' ___� • EXIST. WMH HYDRANTO�,Pp SIG N o as w �.�s T 76 9 JA' it PR P ED ATER SERVICE F. 2I EXIST. SMH , I . 5 t Na. 447 ++ ° T.F. 7668 EXISTING OAK TO REMAIN INV OUT 63.50 ELLINGTON EXIST. SMH INV IN 63.42 T.F. 7 ��e� ROAD EXIST. SMH T_F. 7727 7.83 �r•crrcrsYnpR INV 65.59 INV OUT 67.77 INV /N 67.74 O INV IN 67.87 EXISTING PVC O SANITARY SEWER SERVICE SNET 4t 230 SNET#229 ' 4 DESIGNED REV DATE DESCRIPTION PLOT PLAN INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE LOCATIONS gy GBS ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION I hereby certify that this map and survey were prepared in DATE tin TOPOGRAPHIC AND ER0,$ 10N CONTROL PLAN ASSOCIATES, INC. CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE ALL UTILITIES MARKED ON GROUND, accordance with the standards ,of a Class A-2 . s rvey as defined in the Code of Practice for Standards ojf., c-cu ' cy of Surveys DRAWN and Maps, adopted December 10,j"'1 975, arg lamen d. by the Connec- BY EEY THE WILLIAMS HOME CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS ticut Association of Land Surveyors, Inn. ✓ DATE 1610 ELLINGTON ROAD VERNON CONNECTICUT 12 CHECKED i tf it 'fit' 5`, BY COMM. NO: SOUTH W I NDSOR, CONN. DATE: SCALE: SHT. NO: DATE 87-1464-i OCT. 29, i987 . 1"=20' 1 of 3 JOSEPH MERRITf d CO. _T04 r e-SCAtt1Y I _ ��-_ r11 EI DE TALL OF CURB s�ET H0+ f r I I{ u- j,` I I rillylliffENE PLAN OURS o PE r j T LO11 I1I1�I� 1 , - w}1ATA R ! , �t ___- ° d•;; 10 �k. I ' _ l I ' J L 1 1 T// Goss a.o•t.le _ \ c .iIIMMUMM lit coo"mcrionII Iu O • o itYd WK I I ` !�' - V QO e'O •O_• Oe �.d" oOo O• ;Q- e • '� II e �\ l��i I -s 2i.•ALtMTlIlw1 i -s Irr►! o O 4 ¢ x` swwD ! sA- I 1►IL(ll wTc I I Ik'I CAr+c rlOaTs I A . A QQ d oQ sewev.was I I eaeAAA,ce I �' I a. o O O 4G4�. C?Q O o Q Qo q �.O'. ` .I (> 5D A. � � ` _ o•.'��.� .opbD. .. ..p b a 14 -1 .1.1 acT>sm[LIJ 1 lU I ,., dpba �.OQ'?. Q' 04o fl�Q aArc tn.,. •' _.._ _.. — Tc ara. `� ( i F'c sta c .rs CG4q GATcc O. 1`. ..per' O Q6 {10 EEfyCE I- w 1 s.r'•----- _ r— :::I n,WI Drm'Aeo.ow.e-CT a Co.sra,cno,.•oe wb wc:A. YIP(a• A..p wrra ` T iu' O I I •� �' a ,O 011 la COST fASE_SIDE SECT!@! SINGLE.W.L 8CYERSC SIDE_SECTUK Ilf>fJALE fe9rE ! Cwc d Awr T,R cmy a a r.lprol,ab +I. ..3 �' i V � o� � r D�O••p d �.• o a0 CJ O D I I PLAN SECTION Y_y - . I �e o-. O ° ° ay ' a 1 HEYERSE S1AE HEYEBSE 3LIE I I , 1 r + p o D 4' °%o'.o Q"Q:a O.�o oC9 0 o I sir Y .nsw Al,r n o q qq s L2w.. 1 ^�,_ „•� J I— Q 1• ;v Oo M M TA.Ia '7•- 7DY i _..._� ..__..........i k , a + d. ,i ( O• • n • O y ^ r scc Drat , ! O •D1" DD•.cs t a t: I c �Q O �-J o0°O ' _�•- _��'_ ,y I .'14 D K7, I t.AC T OQ.O�oV o Q,• '° �C�O.• • e, v i I - /�. 11 .. s,Irlac■ I I __ rxV. ._L f L_sc7flL+t' 1 O �] 1 F. cHa n:s,..` c ii.' r .} , , I I �rr•�`.`•+•I I ..n e a U a Q°" O o Q.° .:�o e O�q 1 E r.• I' .Drc. i .� _i f _IT 1_ I B ' • ______- KA crosi 3cctT�a., i s.A! e• o al o�aO C ��O b s 00-QQ •. PLAN • -L DETAIL 'A" !i ' l/'�,-O .V Q�C7n a0 p O - = r I v.Tc Ala, ..m [cc cA 7...�� F -4 NOTE Ta.dw*c a I I , nb 0 D 0 Qo o. e4• I I� tOAT]l7ML> a I�B- - I i � I I Ir In-r,roM � r It.••T ,..a 4TW 7A7N V![T N m'•OCR wrtoCM _ � C)o O O o e �.•u,wrT7 I f I I I I I I M N laOR O+rK TM 7tITACC baKL M ! / 1\ 1 O QQ O O O �a O OO r O e Q O` I �-KC[rIEw L. C--=TO wwiwr T T r 1 --, vr.+ 1/2' I urle twat f f \ O •Ci Q' {y []i•' VIDE .Trft"Tt tOm1TUTpu WIT.tu" RTO u3M 1 34 Oft FL Er0!>4KVC ftAL04 trot I T -- O1A • � , -.... n/Z O' r•. �--• ••••-__.4-. I - fK V,7ttT2 TO LL aN[D•sO.CL/�K[r 0 Ca1q'RK1L0 N A Lf.0 d 0,A _I�^ i I V4YE.LzT NQ .I d --- —�{r ' 1 �{ u.ru.Au,TO- ...4 u2cD AT aour,o.1 ,arcnnrw+wo-osm i+HTC YIISI GAIL t ICISEI tiA>F EENtE RAIL_ r-e ' r c+�nf aD�t ,04 ' .0- '. to �;?Q vEL Q�4�E .. N •Cw CADS!x 'J,' Cr 0.06 Foxv _L. �•-sir• 497E , , � - _ , .__ h -�'---- ] ~ _,_,.. ` .0 ._ ' • AdAaOf w CKwtC[COR f!CL wOTC NO 2 �1 1 yf • r%•w,tWr 00CA[•,t wv � ,ate ►l•ttCw wAA `ti r tlrr f i L f' !l C I 7rw� ' �: s�!►' . •• . SECTIONEND VIEW IICTAIL-.'>� DEIgIL -; L K. D L -� -- X-X 7� .7• •R R NQTCS �Q_.•C'�Q(,E1�L�.^�.l t�lP • � , JO..'r]SnA+.l IIIE To'•1'.uC A•+O CAOOvC OR aClt A•D s••cor AS wAtM DC►„•1A•td.SS AM ACO TO C4WCAa TO AwC*C TALLIED O?NCR"SKCMA L1 d"OMO TA 2 w•lL TVICwwCS&i++AL,COWOR.To A,oC Tw-.C?T' -GRQVicL F/G.L A w NOT 7U SCAL£ r p . O,TCRwIK VO[A TrW- _ TMAICLID «Pi a r :Oeti Y _.... . vw G x G zve. N+�>Ka�^IC IN�y ' V : ORA04AC[O•wro..s.M..La : FLARE Y 4• •..t 4s1a�['-!!`L�a_.v ';L. - a,i ��• �,��� � 6�,� ` ; AT«.y�ArcvA111OVE e! , DIMENSIONS FOR REINFORCED CONCRETE REINFORCEMENT Ow.,J-d_ TJ ct[vAr,Ow� CULVERT ENO ,c»c tA.lAaa.T,,.cC"Twat . } ^'�,,,� ..,1.. _•, s I DIA. A B C D E F R; "'"A t I IE,a fM.V APLAY ��ro cc+cwc MOd.IG ON Units MCA CLASSWµ , f 1 •' _ ' ^0� r jpet -�`___ � � '-� OPW.ON 4 NA.O.+.A- W10weTOCK an M WT! r - i co�.src��� sc r :. A-•e• ,.-Ti' ,.N• !-:• :.e.z' + ; c:e. ?;I?• ..._j '•J'! Y•7- I'• .: a'-• ••2-C• •-e" 70pe 004a i2 ..y 4+-- / v A :"2 - • , ..d•. ..�, ���tte} C ,t. ._v- r-l- 17•_ii-I a--r I T D- •..a' -'_.•• av ci1D o,20 •--•• pI rCM A,YDt Of Ww D t- a'-a- .•� �2'-! •C' c e 0'ce ....-.e _` ^_ I T; e'�: .d'. � _ .+Or7YMe7. '4e• _0• a-O. 1 •t• _ 7'f .] °+J I ••_ •t r I .I .• •A �i.q.R-LT � Q!/Y217 � ri/.C�R� ��YY•OiC • •'+C.Ir W 7 ' T -•' OYC C DA "•• I 0 - SECTION A-A SECTION El-E) POST DETAIL M x-:7T�T , :� 4:; �,�,,D`, TT,;�G:a REINFORCED CONCRETE CULVERT ENO f E •J[, '"c'� "'"�'- TYPE "C" CATCH BASIN DETAIL T.I �-�i � � •• • �-gyp o 0 0 7"�OCr4.�.y r4.CCi� 1. o• � COMPAC rEla C,4•�'rH PAVEMENT � CONSTRUCTION NOTES: - ®BADE 1. REMOVE 'TOPSOIL AND VEGETATION MATTER. BASE °�•"''' LOAM Ilk IIIIIIEED 2, THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS PRIOR TO I}}I a�o°o•;o' (As REQUIRED) CONSTRUCTION. 111' 3. ALL WORD WITHIN THE STATE HIGHWAY RIGHT OF WAY SHALL CONFORM TO ALL AS READ - - COMPACTED OACXFILL IZ�SC_ \ CONTIA1tnKA NO STOKE APPLICABLE CONNECTICUT D.O.T. REQUIREMENTS. 1. � 2'-0'�' \ � 4.�•' MIN. 23" Imo\`••- -- WALLS SHALL BE BUILT MIN. 8"WITH BRICK, I LARGER THAN d" 4. ALL DRIVES AND PARKING AREAS SHALL BE CONSTRUCTED OF 2 1/2 INCH CLASS MIN. 6" WITH PRECAST CONC. UNITS 8 POURED II BITUMINOUSCONCRETE ON 6 INCHES OF PROCESS AGGREGATE BASE. • • --- I J / I i BBACKI I�D Ifl1G NO SIDNE - \ \ CONC.,AT THE OPTION OF THE CONTRACTOR. j L T T 511• „ ` \ ; BRICKS B PRECAST COrJC. UNITS TO BE LAID 2 FRAME AAOfA HAN . ptAVEL \ Is _S-C + -+- '}-•--�/Q r — SORROW TO K USED As S, THE SUBGRADE SHALL BE THOROUGHLY COMPACTED PRIOR TO PLACING THE Al ;, __- _ I TO IN CEMENT SANG MORTAR r.2 Mlx, JOINTS \ I BACKFILL IN UNSMAOLE SOIL PROCESSED AGGREGATE BASE AND ALL YIELDING OR UNSUITABLE MATERIAL 4'_O ' `;�� TO BE NOT OVER 1/4' ON INSIDE FACE. t; t As DIRECTED BY ENGR. SHALL BE REMOVED AND REPLACED WITH GRAVEL FILL. --_---�^'r WALLS SHALL BE 12" THICK WHEN DEPTH .OF l' { 8 YIN. MANHOLE E 15 GREATER THAN lo. 6. SIDEWALKS SHALL BE CONSTRUCTED OF 4 INCH THICK 3000 PSI CONCRETE ON 6 All JOINTS TO � I�\1 llvSl^E 8 �:U?SICE OF WALL N]LL BE PARGETTED �� • BE POINTED 2 5,1' w INCHES OF COMPACTED GRAVEL FILL. �,4- ��F FLUSH FUL � �_ 2g Z� I HALF SECTION HALF SECTION \ IN EARTH 1N ROCK �` '� °i I 4, 0,1 ��� , *• : u 7. ALL DRAINAGE, WALKS, AND DRIVES SHALL BE CONSTRUCTED IN ACCORDANCE :� 1I � I \\I `� /,4 I+ SECTION WITH ALL APPLICABLE SECTIONS OF THE CONNECTICUT D.Q.T. FOR 813, ;�11 ($ —_ �_ ,_ \ MANHOLE STEPS TO BE SIMILAR �� 22'. ---.J STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONCRETE I TO OR EQUAL TO ALCOA ALUMINUM L►—� 34'. --�I T ice' __ \ CONC OR BRICK �! N0, 12653 CAST IN THE PRECAST UNIT TYPICAL TRENCH DETAIL CONSTRUCTION. q�A \ INVERT 1 1.2•, \ DURING MANUFACTURE 8. STRIPPED TOPSOIL SHALL BE TEMPORARILY SEEDED OR MULCHED ACCORDING TO Roo>5 ;, 'fir 5% SECTION 9.50 AND 2.10 OF THE STATE OF CONNECTICUT D.O.T. STANDARD I ER.tORUCR UNDERSIDE `3 TIES Q1Z I _ 5�" S_41 5 � -' SPECIFICATIONS FOR ROADS, BRIDGES' AND INCIDENTAL CONSTRUCTION. 1 OF COVER 9. WATER SERVICE TO BE 1 INCH TYPE K COPPER. POLE FOUNDATION I I — -— 10. FREE STANDING PARKING LOT LIGHTS SHALL BE AMERICAN ELECTRIC (ITT) DETAIL :•_••_ _. -.- . \, �. • ' �----- �3 % HPS Cutoff �urnina e : = o"'.: 12, 4 LUXhIASTER LITMINAIRE SERIES 53/54 (SEE DETAIL). li,pr,P.pv_ Sodiurt,_70 Iu too W.,11, . -- -- -- '--- .—� STANDARD N.T.S. 5e,u•s 53,Sa8 i$],iS1 - .ti. .. .,4. - '_•+ - "''�"' POURED CONC. FRAM E 81 COVER DIA.VARIES WITH THICKNESS OF WA L.L VERTICAL SECTION STORM MANHOLE DETAIL I i {O$c SRO...... ttQRD1WD!•ladi r�° o N ry Q T Q u+ty O.A a U7`a I ! No. 5447 11 °� - � '4e fSStOltAl.6 p{{ �A'°dddSYAdD49{ DESIGNED REV DATE DESCRIPTION }'1B 3..t 9" s 2..R BY 2 1/2" CLASS 2 BITUMINOUS CONCRETE DATE �_ / 420_� I.. DRAWN I —��_... �� o' -D - -�'� • o.•° ..a• 'o „ ,. � � ,,,... s DATE _. _ e' Q o .a �. .� po �• b, o'.�o Pavement • I CHECKED BY - 6" COMPACTED GRAVEL FILL ' DATE a PAVEMENT DETAIL DETAILSLOMBARDI BITU &AINOUS CONCRETE CURB ASSOCIATES. INC SCO14; 3/4 ': 1"- 0" THE WILLIAMS HOME CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS yt`1 E�,IC&N ELF-,_.TP Ir_ (ITT) LUx jjA-,TF-!'. LLJI11�1 �I I.E SCRIFS ;3/6, 176 u/ k1F-1_kL N�-IDF I-Amr, I`.- MOUNTIr4 HT. SC/,L-E', }"= 20` VERNON CONNECTICUT I+610 ELL ROAD v a COMM. NO: DATE: SCALE: SHT. NO: SOUTH W IINDSOR, li ONrN JOSEPy MERRITT&CO. 87-1464-1 OCT_ 29, 1987 AS SHOWN 2 OF 3 ' t i - straw bale trench 1. Excavate a trench stake 2. place and stake N.SIt.rCI s.stl.(�7 4" des and the straw bales , p b i nd i n t' tiet-rluN U.:.0 g •► I tl}1 I . two s takes per cbl Are,I.n.lt tw• ai) ill t.+tina,,w li ter an ayegr l width of a straw wire or p EROSION CONTROL GENERAL NOTES: r�lltF F:STAIt I,twlIMF,N'1' period of ti int• 'I'r•n+por,lry .•Ivlutg Khu!l Sx,w rennml rpcgn,. width of ba a bale. twine "III I '•: bale. 1 Staple L, t1.fill.Ul-Ilcrcri lien: yheworkincludeditsthansteal+ahalll ,x 1�,;,d 1 1f tI 1. Set. posts and the p (),011um pcn•nna,:U th+�ruta•.t •cllictii In�ub.urilc3r 3^Ill n:l.:l 1 . THE CONTRACTOR SHALT. LOAN FERTILIZE AND SEED ALL DISTURBED AREAS AS aunsint of providing an accepted uniform ntalnd of eslalthaht•+l • (c) During•'out-uf-+.t•n.nn ,te•rlaal,unneeded ores.,hull tie rr n s r lw•rennral turf grossness by furnishing and placing fertiliser• tmLed in accordance yeth I.wcuun'L W.Water Pollution Con. Posts ; excavate a 6 x6 Wire -+-I ire mesh need and mulch ana la stobetreM aK,hnwrlunth,• liall- t'�.'.T•_ , 1 ``~'' • '• {I i t iL SOON AS PRACTICAL DURING CONSTRUCTION. or w•hrR deal rwtadlb the Engineer.ed ' 3ro1. "Oul•oC•xcawn tn•utments .hall he removed prior to trench, set post fencingencing t0Yseeding unlessothvrw,m-direcldhvtheEngirs"r _ �..; •. ._, ,� Angle 10° downslope. nd post. Tin•work will alaoincludcthcinaU+IlnUnnnfrro,inncnatntl 4.$ $ecdlnaMcth°da: Ihr.gruwsaecd mixture conforming ,,t'f.�::r%' �•}';- ,y�_ j� t• 2, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED O'N A MEEXLT BASIS AND lining consisting ofhay mulch and netungwherc shown nn.thr to Article M.13U1 Khali be applied by any agronomically ��• ', �;.✓'r ^,e --; ---� ups 1 ope for 1, or drrtcted by the Engineer aaeptable procedure.The cafe of ugplicatian ehatl be no le;;;: t AFTER EVERT RAINFALL. ANY DAMAGE TO THE EROSION COI! IWL STRUCTURES U.-W., JMaterials: Thcmaterial,forthinwnrk.hant.+It- than100 undsoftheseedmixtureperact*.WherePerennial stabi 1 i ty and t4 IDENTIFIED DURING INSPECTION SHALL BE REPAIRED IM?a=IATELT. forrutitthercyuiremen4ofSectionM1:iryogra.alloliumpesennelaloneiscalledfar,eherateofopph•cation shall be no lean than 220 pounds per acre setf cleaning. f 13.5b.U9-L:uaatructlon Methods: Con,trmlron methyl,..hall Ix,those eatahliashed an ugrunotowally n,rrt+tdl.h• ,tn.i Fertiliser conforming to M.13.03 shall be initially appliedrat 3. ALL STOCKPILED MATERIALS AND AREAS DISTURBED WHEN SEEDING I5 arotear320 undo per acre during or preceding seeding.When h•aseblr and which arcapproved by the En);ue.•.•, tp100 IMPRACTICAL SHALL BE STABILIZED WITH HAY MULCH. THE HAT MULCH SHALI. 1-Preparation of the Seedbed: the permanent grass seeding growth has attained a height of sin 16)inchen,the apecitted areas designated herein shall be acked ~~ i ial Irvei areas, medians, interchanges and lawnsmewed to a height of three(3f inches.Following mowing,nil p z •a i BE APPLIED AT A RATE OF 1 I/2 - 2 TONS/ACRE. let q q, compacted =fli_Ill=1II_ =�\� 11#t =(11 V permanent seedling ass arras(mowed and unmovmd)shall straw---''r i .• + 1 e� 3. Wedge loose straw' traw 4. Backfill and �I11�IIy_,If , t i- - ,:It41_t baekfill �u+_kN 12 min. Ott ell,. _ iI 10 #if: between bales to Bac the + r + "^ -II i I -I t or by other approved method•to the Satisfaction of the En• receive a uniform application offertilittr bydnu ice y Placed plan compactitt=11);t ++ II= I_t11 4. ALL CATCH BASINS SHALL BE SET ABOVE GRADE AND SHALL HAVE HATBALES glace eau cases the rlrtatprepared and aeededNailninthe st the rate of3Z0pounds per.en- Ft 7. depth shall meet the limaand grade for such surface as whawn In the create a continuous excavated soil =let ►' ° - fI4 11 4-Compaction: The Contractor shall keep allequipment I INSTALLED AROUND THEM AS DETAILED HEREON UNTIL A STABLE GROUND COVER plans,ora■di:ertedbytheli.ngineer. P P list Slope and Embankment Areas: There areas shall be and vehicular and pedestrian traffic off arras that have been barrier. 1 „t as Shown on the HAS BEEN ESTABLISHED. made friable end receptive to seeding by approved methods �edto prevent eaeessive compaction and damage toyoung !! It11 r, f lil'a") uphill side of 1 Il } +' + u nj l which will not disrupt the line and grade ofthe slope aurrace'In plants,Where such compaction has occurred,the Contructnr ,rr+t► 1 1+. the barrier to 1 , ,+ 5. ALL TEMPORARY EROSION CONTROL MEASURES INSTALLED SHALL BE REMOVED AND no event will,ceding be permitted on hard or crusted soil shall rework the soil to make a suitable amouseednts or then mw•e d s r rurfacr and mulch ouch areas with the full amounts of the specified + tlrlill t,1}, ,5, prevent piping. Filter I t' 3. Attach filter fabric l 4. Backfill the DISPOSED OF AT AN APPROVED LANDFILL ONE GROWING SEASON AFM A STABLE, Ice All areas tobeseeded shall bereiwnubly free from weeds malarial,,at noextraaialTrfGarsxparnate to the late. r f ` Fabric t to the wire fencing } 1 trench and taller than three(3)inches.Removal of weed growth from the �q�nd of Perennial Turf rmstand The gushed turf and extend 1 t to J p GROUND COVER HAS BEEN ESTABLISHED THROUGHOUT THE SITE. elope areas shall be by approved methods, including hand- and provide end maintain a uniform stand of estabhahed turf compact the mowing,which do not rut or scar the slopesurface,or cause Kra"species having attained a height of nix Inchon cumasting 1 r excwive disruption of the slope line or grade.Seed level ofno lees than 100 plants per rquare foot throughout the sctvh"I the trench. excavated soil .. arenas until the entire project has been ncrvptrd -••� 6. ALL STOCKPILED MATERIALS STORED OVER THE WINTER MONTHS SHALL BE SEEDED arras"hail twt be permitted until substantially all weed growth may., r •. r e -w-+=' "" �' ,t'y�s�-r` ""k~�'-=: t 11► AT A RATE OF 1 LB. PER 1 O00 SQ.FT. WITH ANNUAL RYE GRASS. in rrmovetl.Seeding on slope areas shall not lw•lx•rmitttd with• out removal or cutting of weed growth except by written per. Compacted t ..a..,.,-...__ m iw,Ion of the F ngiracer Backfill 7. ALL PERMANENT SEEDINGS AND PLANTING SHALL BE COMPLETED WITHIN THE I O ul� 1 I _ FOLLOWING DATES- Ill �• =rll � , )11= I (t1=111-J. ";I `� •u=1� APRIL 15THROUGH JUKE 15 Imo.. ~ I_ I ��- ►lr-_ ='l :I�It -i//` I! =1 V= _ - lei d I Y AUGUST 15 THROUGH SEPTEMSER 15 J` ►r I �IIII.• # I}ice #ii= - Ai Ill=t1#I , 1lltti 1 I iiI�I'r11 =_ fit �11 (I I-I I t 1:: - � Ali rl+.la•e•rhnll Ire Ktsbihr,•d by ululrhloF..crd.ok r pt+del led it.the weak prupr,4.e.Ui,nmplc w-UL Ilr,n f _ ` h1'"W tt1- 8. THE PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 20 LBS PER ACRE r illi perif,eati..11 AND HAVE THE FOLLOWING SEED MIXTURE: An 11•rlt,nlrary ,.•.'ding wrnell Inrhldr,rlulrh nr ..I r,.•r prntaY +.cr cuernng appr.,rrd lit the F:ngm.+•r Wisest hay iP ii-I u- a mulch walls knl{n,u,r. +rr,bng.tt �'a1YI;Ivr' :{tn,`,�t ;1t;(� ��• ' I„ old Bottom of KENTUCRY BLUE GRASS 45% Is U. I,:. ��• a tnrkltirr Dra i na ewe CREEPING FESCUE 45.xr .,.,u lw• i, ntrnnnuln.,r tw+. Iarh.."dor,r+Ind t++•ta dr+wn with gy PERENNIAL RYEGRASS 10% All dumnged ,lupt•. ,•hell to n•pn,red as, „w,-+ a- ,xn.sible + 11 PL��1 1 '1'lu• F:n,;Invvr ,l.nlE luult the wwfaac Deco n(.•urth nluterla .+ 9. THE EROSION CONTROL MEASURE CHECK LIST SHOWN HEREON SHALL $E FILLED ''alH"•'dtfthrt.'coin,cleric,IstuKulfu•It•ntlyprurrrtUicelope)a Bo��OM I I I L.urrvrnt twrlluUwn Of # I OUT ASTHE PROJECT PROGRESSES AND SHALL BE KEPT UP TO DATE AT ALI. _I ,,-tic,:ding tiro+sun: l'i+i•i•nG•ni{.it iTntl.-(n^rlvGitll,.Lull Di2,4I Id,&GE j I -- E- I-'ull_ August I5 to September 15 Spring- April 15 to June 15 �t 1 0 A Jr B w`t j JQ. ALL EROSION AND SEDIMENTATION CONTROL MEASURES USED DURING �I� dl.durtad Kn1 ore,, .hell in. Irrnted d+Ir,Ilyt the• K..ding �e•a.ut,.us follow'!: +oI Arena at ftllal grade Perni+lne•nt st.dtng will Iw•uceol'ti1 `�\ I CONSTRUCTION SHALL CONFORM TO THE DETAILS AND SPECIFICATIONS OF "THE ':"� .• ` ` '• ' CONNECT'ICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL," JANUARY, -`1:..s ?Ii;i! •, �: _ L --� ELEVATION .4: ., . 11 •r,. �.�..,t , . 1985. .• �+ " Points 'A' should be higher CHECK LIST FOR EROSION CONTROL PLAN Elevation: Points A I t . _ r i � than point B . 4. -• should be higher than Points B. PLAN VIEW PROJECT - THE WILLIAMS HOME - Source: U.S. Department of Agriculture. Soil Conservation Service, Storrs, . LOCATION - 1610 ELLINGTON ROAD, SOUTH WINDSOR, CONN. Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. Connecticut. PROJECT DESCRIPTION - CONVERSION OF EXISTING HOUSE TO OFFICE SPACE, Placement and Construction of a Synthetic Filter Barrier CONSTRUCTION OF ADDITION , AND PARKING FACILITIES. Placement and Construction of a Straw Bale Barrier PARCFI, AREA - 2.571 ACRES RESPONSIBI.F. PEIRSONNE.I, - MICHAEL J. LANZA 1665 ELLINGTON ROAD SOUTH WINDSOR, CT I203# 644•-3473 2x4 wooden stakes driven _ A. WORK DESCRIPTION LOCATION DATE INITIALS DATE INITIALS min. of 12 inches into I the ground Y C-QC9 - u _ : 0 INSTALLED REMOVED Filter fabric ,---r I Wooden lateral Se � �U� -. �0 tucked ;`- ;= cross braces „� .�. _ + x� s i, Q��� Silt Fence Around Parking 6-12 in. t - ' . as needed;-- �,�t %`-' „ , - + ..t•;,; .., -1 SO, late - ''��� 4 �' °'�y�_ �Iji�� Staked Around :�= -__� "~�-- .". r �i Ha bales roan stock grade ir, �, �" l F7serst� �� y piled material aw Flow :" `r : :tic; �- �L°_ �, - ~ Fence Around catch- basins- ,� .��'arr .>: .. -•v_ 't-i Silt F n e • ..+a►.s�ti'es�"'.'v" �: •`� 'r J'- v-'_`� `�`. �,�' � /r '� :ia 4" Minimum `"ti;':4_'�'i _,'i>isp '�r ,,,t �.••r:�,� ,-•at.. ,�. r� .... - -•---'-.• . Is :�__� _ Loom, Fertilize Stockpiled Catch Basin - 11 111e I } {ti ` _.. ''`''� and seed materials " CT DOT 2" eQ Silt Fence Installation at AiICNoR W1 RV-0 Z l A3 Catch Basins sT,���s can ryaL� I , fertilize Final Site at a Basins FiE_TCR FABRIC and seed Hay Bale InstallationC tch B_s_ CONSTRUCTION ENTRANCE MAINTENANCE OF MEASURES LOCATION DESCRIPTION DATE INITIALS ....... - DATE INITIALS R Ei J T? E ri S LIST PROJECT' DATES c OWNERS IITTNIh: � 'n FEET DATE OF GROUND BREAKING FOR PROJECT' ZONING CHART �G DATE OF FINAL STABILIZATION Zone RR* Required Provided Minimum Lot Area 40,000 Square feet 111,993 Square feet A�I� �`�� Minimum Lot Width 175 Feet 388.55 Feet MR AND f 1RS. D,�tVI p c^ , w r; T" r ,r r 1. Initials of responsible personnel above or authorized agent. N/F Minimum Lot Depth 200 Feet 249 Feet +_ WEBS TER I�'�'= E�=�'•GTON RD . D "I I c _ r ., WIN�1='O� 2. Lint the location AV/p B 1'1R. AND ('IRS. RICHARD � �;-L�, 17) �,- c WINDSOR , description of maintenance performed, date and initial 17t 2 D I R IL-- 4 1iGTON RD. S WIl` DSOR in the appropriate location. Maximum Stories 1/2 2 1/2 -�R'. -'r",f T , ,. „ NIIF Or Maximum Height 30e Feet 30 Feet 't' HEF;W: �D 'vr,4 n �r Fa C ..S• WINDS HE g c •,C) r.-, S T R 4 p`�-__ iT R. FI I D I n , S. WINDSOR Maximum Lot Coverage 10� 3% MRS. rLORt-;CWcWALDnO'��rM1 ^r �c :'�;�;=::•, T . r 5E iIENCE OF OPERATIONS R, / S Minimum Front Yard 50 Feet 47 Feet* WINDe" R MR.- AND-Iy1R., . STEVcN r;1.r_RJ�., 15c3I �irIIGTOV RD: "c,; -WINDSuR t f Minimum Rear Yard 50 Feet 82 Feet MR. J OHtd EO R I Sc W I CH T 1571 _��,;�GT0N RD. S. WINDSOR Minimum Each Side Yard 25 Feet 1_0 Feet PROP: STORM DRAINAGE PARKING 24 SPACES 24 SPACES Clearing- Install sand grubbing Qof pa�kingflot land sbuibdingrareas. N/F Variance obtained on 5-8-87 for professional office building in RR zone - Stripping of topsoil from parking lot, and building areas including I SOUTH WINDSOR LAND Y and front yard setback. °°g8yyaeaaAr,avoaa areas to he recontoured. I• I CONSERVATION ]RUST, INC, °°°F t/p �`e040. Installation of haybales around stockpiled materials and seeding and Where a buffer is required, the rear and side vards 'shall be a minimum ,�a��'a�go LAM=tea" of 25 feet. ¢�et'e r, 'r'; t'�� s9-G a mulching of the stockpiled materials. o�-�„ - Construction of building foundation. Completion of building may be done concurrently with the installation ELLINGTON SANITARY SE ER � ROAD - - a�R F'*� - of the utilities, parking lot and sidewalks. ' w No. 5447 , E A_'�FclsT�.4�°�w` Installation of water 1ir,es. 4 POFFsaioftaLE`'Gtr° - Install storm sewers. / `` •saraxaas+I'� Construct parking lot and sidewalks. l � 0 - Establish ground cover in all. areas dirt-urhed during construction. DESIGNED REV DATE DESCRIPTION l �i BY LOMBARDI 1 DATE EROSION CONTROL DETAILS / mi DRAWN ASSOCIATES. INC. BY EEY THE WILLIAMS HOME CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS KEY MAP DATE SCALE. I"=200' CHECKED 1610 ELLINGTON ROAD VERNON CONNECTiCUT BY SOUTH WINDSOR, CONN. COMM. NO: ©ATE: SCALE; SHT. NO: DATE 87-1464-1 OCT_ 29, 1987 'AS SHOWN 3 OF 3 JOSEPH MERRITT&Co. `Oww Stf 10'" SC4 . T01VIT 0-P SOld/7 d.! IM_ 40 t Li `/10[V1? al`2 soLLll-7 UlCi2fl if�`L 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 yy 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 i�4�<►�`t�, AREA CODE 203/644-2511 Attorney Harold R. Cummings Kuehn, Cavanaugh and Cummings, P.C. 1665 Ellington Road February 10, 1988 South Windsor, CT 06074 Attorney Harold R . Cummings Re: Application #1320, Site Plan of Development Attorney Michael J . Lanza 1.665 Ellington Road Dear Attorney Cummings: South Windsor, CT , 06074 Please be advised that the Planning and Zoning Commission voted Gentlemen : on February 16 , 1988, to approve the above-referenced site plan Of development for the Williams Home, 1610 Ellington Road . This RE : Application #521 approval is based on plans prepared by A. R. Lombardi Associates, Inc. , dated October 29 , 1987 , sheets 1-3 of 3 and Al -A5 . , subject At the February 8, 1988 meeting the South Windsor Inland Wetlands to the following conditions : Agency/Conservation Commission approved with conditions Application #521 , 1 . Prior to commencement of any site work, a meeting must be for constructing a 2500 sq. ft , addition to and renovation of existing held with Town Staff . house for professional offices and a 24 space parking lot as shown on plans prepared by AR Lombardi Associates , Inc . dated 10/29/87 , consisting 2 . No building permits will be issued until the final plans of three pages. The following conditions must be adhered to for this permit to be valid : have been filed in the Town Clerk' s Office, 1. Modify the drawings to show the wetland limits. 3 . This approval is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission . l 2. Change the slope of the parking lot so that it doesn ' t disturb 4 . An as-built plan will be required prior to issuance Of a the wetlands and culvert . Grade to drain to the west . Certificate of Occupancy per. Section 4. 13 . 10 of the 3 . Modify the plans to show how the well is to be abandoned , boards , Zoning Regulations . concrete, etc . 5 . Footing drains will be required if the building has a 4. We recommend a bond in the amount of $2500. 00 be submitted to the basement. Planning and Zoning Commission to ensure compliance with erosion 6 . A landscape bond in the amount of $5000 is required and and sediment control measures , must be submitted prior to filing of mylars . 5. Three ( 3) blueprint copies of the approved map with all 7 . Drainage is subject to Town Engineer' s approval . modifications must be submitted to the TWA/CC within 65 days for review. 8 . Radius detail required for the entrance drive. 6. Construction activities shall be subject to the approval of the Town Engineer , 9 , A landscaping plan which includes identification of all trees to be preserved, as well as reconfiguration of the 7. The application shall indemnify and hold harmless the Town of parking lot to a more aesthetically pleasing design, must South Windsor against any liability which might result from the be submitted to the Director of Planning for approval proposed operation or use , prior to the preconstruction meeting. All trees and planted areas to be preserved must be flagged in the 8. The permit is valid for one year and shall expire on February $ field so that Commissioners may have input into the final 1989. landscaping plan. Black and white transparent mylars of Sheet #1 with this letter and the Inland Wetlands Agency/Conservation Commission approval Very truly yours , letter reproduced thereon, together with three blueprint copies of the entire plan, must be submitted to this Commission to be qd;4� Ti , stamped and signed. After signing, the mylars will be returned John M. Moran , Jr. to you and must be filed in the Town Clerk's Office within 90 days . After filing these plans, a copy of the receipt must be Chairman Inland/Wetlands Agency submitted to the Planning Department. Conservation Commission Town of South Windsor Very truly yours, JMM, Jr , /pmm PLANNING AND ZONING COMMISSION ,� cc : A . B . Davies , Deputy Town Engineer �.� jl` L' Marcia Banach , Director of Planning David H. Sorenson Michael Gentick , Director of Public Works Vice Chairman Thomas D' Auria , Building Official Raymond Hallowell , Chairman PZC cc: M. Gantick, Director of 'Public Works AB Lombardi Associates F. Shaw, Supt. of Pollution Control T. D'Auria, Building Official E. Belleville, Assessor W. Lanning, Fire Marshall M. Banach, Director of Planning Inland Wetlands Agency/Conservation Commission `yyp3A:cer 3;ar4j5 �pc� d� A(LC' L xr`J`' i•`.Ill yS �� �:� �:; '� _ $3 pin. �':,n7 airy DESIGNED REV DATE DESCRIPTION BY APPROVAL AR LolumBARBI DATE ASSOCIATES, INC. DRAWN THE WILL TAMS HOME CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS BY DATE 1610 ELLINGTON ROAD VERNON CONNECTICUT CHECKED BY SOUTH WINDSOR, CONN. COMM. NO: DATE: SCALE: SHT. NO: 10 DATE 67-1464-1 OCT. 29, 1987 NONE 4 OF 4 JOSEPH MERRIrr&Co - r q0 i N/F OTHER LAND OF STEVEN D. WILLIAMS - aGO N r L/NE ' ? 10 1 t k-V ies 19, 1 ' ,/ 1 yy 1 ,'— - ,1 ; lLLtrq TOM °r 1 r ,,� LOCATION M A P N ' ®� SCALE: I"=1500't tP I 1 70 II II �i/}t ry•t`1! a\�u'�}•�/It �++ ik //\♦ II '�I! II 12 tl = MAT �LI 'r -- ___ __-------------------- _____ - - - ____ _ �. \ _ �t - o � \. a,`'ate,�}}_ vi\ -T2- y LEGEND: A1 W 1 _�� It _\♦u O!! +! !f 1i /i \\ it J v ' BCLC BITUMINOUS CONCRETE LIP CURBING ♦♦!r Itri!!i�t// y11 �r, iH y -_- ---- -- - ,' n n Jtt a ♦� rr\� I 1 y 1 T EXISTING MAPLE - --- - 2 ' 1 ------- p WALL MOUNTED LIGHT / DUMPSTER ----- �: X PAD I £x/sr/N� _ _ � . I� BQRN -T - `, B.L_ BUILDING LINE 4- ® f ".bA., 15' FREE STANDING LIGHT MF TR£E LINE i ' �'�'~4 w - �. v 70 EXISTING GRADE sal 17 lie 26' 4 I O - rt� 25, PROPOSED GRADE ISI,AfiD >< ---�E AREA= 2.571 ACRES EDGE OF PAVEMENT ,\ \ O F . ,CUT OUT OF ASPHALT. 77.2 `` ` Cl) __._ NO CURBING . ;.72 76.65 -- _ ' x PROPOSED SPOT GRADE 76.I ; . RAMP m it J 5' 77.2 x: APPLE`\` ,.'- �r / , t ' 66.0 EXISTING SPOT ELEVATION 74- t' ,, ` `t\ \♦ 4 '•v'' :4-a ' o p _,. 5' WIDE CONC. WALK \♦ - �' : t IRON PINS TO BE SET lJ ' B X B BUXTON SILT LOAM 3 TO 8 PERCENT SLOPES 10, a . `� , - E o 8 ELMWOOD VERY FINE SANDY LOAM, 3 TO 8 PERCENT SLOPES I \ 20' 24' 20' 67.5 I , p J PROPOSED , `� � APPLICANT: ExisEM MAP ADDITION _-az_ \ ` \\ ,: _ 68•o MIGHAEL J. LANZA , y TO REMAIN 2' DEEP BITCH 1665 ELLINGTON ROAD SOUTH s RUBS 77 - ,� I I \\ �� s$s o 2031 644i 3473 CT r } tX BS 5 x WELL -I TO BE ABANDONED AND PLUGGED WITH IlONCRETE ` N 76.' R 1 OVE } F ..:. I O { AS PER HEALTH ODE ��` ,`,, \�`\ ,�` i90 y EX/5T/NG ` \` +` ♦� 1L , 101 ' 3' RAMP `r y GARAGE ' y 5' ro'BE'' \ ' LANDSCAPING CHART -'- ¢ ' f R 4flo D' 8 t \ i i. 1 ■ I ' P \ y so"MAPLE } , �_- �. •; A � � , Code Type Of Plant Size At Planting /,'' I ,/ ■ r 10• r k A t y D ISTING , \, II `\ o t tt tt I O E HOUSE i ; '� A Mothers Day Azalea I8 - 24 B Bradford Pear 1.5't -- 2tt Caliper B.L_ C Catawbwa Rhododendrun 3 Gal. Container a c A H H B y r 1,.. _ ► `, o '\ D Dwarf Alberta Spruce 31 _ 4' 3' ::er'' -:..7.- ' a c w y / ♦, i `\ E Delaware Valley Azalea IV't - 24" ' t F White Birch 1.5" - 2" Cluster TING. MAPLE '::Q'-:' 4 4:' F \ I CD '"�a TO REMAIN 5' WIDE•C i G White Pine 41 - 51 t CONC.-WALK } + T t H Hicksi Yew 2 -- 3 7s.e ' : 1`� Blue Spruce 41 - 5 t ' J White Pine 41 -- 51 u7 ="g;0.o ob a `, F K Pyramidal Yew 21 - 31 7 1.0 ---- - REMOVE ; _ AFVEME ., L B B Andromi.ta 24r` 30`r r o-o9;aP oC6o LO- 8 SEED A• to 00 o o-9 0- '`. -\ BENCHMARK O� 24;04o a C.H.D. MONUMENT '9st ,o�oo ♦ 3'x4 ELEVATION 78.32 17 . C.H.D. N. 77.08' �� 4r o',a��^OQ '' I SIGN y 12'PINE �\ ROCK —— F 77.2^' 318.00' t __ 12"PINE ! O � •.,' �' .. 70.55' -, o.. IHISTOR/C MONUMENT) «. .6.o�pg` }V 388.55' (TOTAL) CONSTRUCTION ENTI NCE r" a OOpca.•o.•� i y -- ISEE DETA o o' o o. 2 ILI a g0�.00 !' �. 12-PINE: . _ _ e Qo 000 0_ � .� EXIST. WMH HYDRANT gagfia rp N �`Fc3a'a - PROPOSED WATER SERVICE �. T.F. 7629 q'OF�',,.._NFC?.. Ts- GATE .a .o. : SI N �s 11/1,0 Lo- ; • y l I - l 1 � ti EXIST. SMH EXISTING OAK is No. 5447 IN OUT ELLINGTON To REMAIN EXIST. SMH O T.F. T7.83 EXIST. SMH ~co+�oFfss...E� !NV OUT 63.50 INV /N 63.42 T.F. 7727 O AD INV 65.59 JONAt ►* —, INV OUT 67.77 '+e ; ` eapegq ' INV /N 67.74 EXISTING PVC—/ SANITARY SEWER SERVICE 4'} f1 v� V s. d ldi:r+ ■ SNET 0 230 Ir1 � SNET#229 DESIGNED REV DATE DESCRIPTION ? PL�"T' PLAN, INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA, THE LOCATIONS By GBS ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR To CONSTRUCTION I hereby certify that this map and survey were prepared in DATE TOPOGRAPHIC AND EROSION CONTROL PLAN CONTRACTOR SHALL CALL 1-•800-922-4455 AND HAVE ALL UTILITIES MARKED ON GROUND, accordance with the standards of a ClAss A-2 s rvey as defined ASSOCIATES, i N C in the Code of Practice for Standards o£, Accu cy of Surveys DRAWN THE WILLIAMS HOME and Maps, adopted December 10,, /1975 , as amen d by: the Connec-- 6y EEY CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS ticut Association of Land Surveyors, Ire . DATE VERNON CONNECTICUT ✓ CHECKED 1610 ELLINGTON ROAD fr:f.J � By SOUTH W INDSOR CONK. c,OMM. NO. DATE: SCALE: SHT. NO DATE 87-1464-1 OCT. 29, 1987 , 1"=20' ! OF JOSEPH MEAgITT&CO, ' r"MA trxcor SEC 1 1! OETA&OF CURB INLET ZOO' t XALL 3r41--0- Z�- PLAIN CURB TYPE 13 .0 I r I�Ij I i I.I� j '! j I ttt1� € I1llltiailtlLi � l 1 I I ' ' 7,1 /0, a". 7 T Q..) N, L C-011&AM AS O.-J 4- L G'• . ..Zj. q 0.0 -tA Ciaou mcrov, 0 C2 I-ITIT I Ll L3 -- ---= /I 1 0 voc- 4 MAAS QZO -jj j III -- -j --j 0.2 TOP of CAArl DO C3 SCREV-IL's"" a AL • j 1�1 -- III A b IL CAK SM It I I A 34- wwo G.T( C%M 00 ��`•,', �O Fa o` L —T T Tr LIT—., . .,p 0c;- Pic. too isc.,r.corPucrz:� GAIC root USM WMN ojew oo-tr 13 comsracrtz wwq be -CT&,- PIK S.'--0 LAACAP TW%tAISTS CA IS PdOPOSO • C5 IZA S,-C� n"G" [Atr hEVLR.SC.UM.aX11Cb P L A N SECTION Y-y .2-.CDIO�, :6 -jD 0CJf 0 0"zQ� 11EYERSE.S= ff-YaIE-fWL 0 c 31E DETAIL V- --------- .. I <3. "! 9,C a Z� 0 <) K 0 MCI bpm-Ev I AAE A Rawo 21AAAEL I r 5L CS G-&v. 0 a C3 T� e 1w4 SAAS -*.LXP4 DETAIL *A" C),.6 :7' CNI; rLsI WEIT 91FIXEM PLAN C7 100 of CPAIC a T rJAIr PLIET ^10 KEXPEF NO X", �Trft.?t CCw1rft0Cr1o.-f-P%IUL P%.� CCpdCNM 0,pl@P4.0%STop-C j Cl"Aw.0 To�Aroe Aojopaklo A-Ewmr C k4 V L.a A�NAQ .:,-1 ;� 0 0: L! Ife TE-D. I/ o -4 W sLope 0-T�<we"r-a WALL at u. to K%L3tD W*4Dd CLM P4,fr M CQNS�XTCCP A LF4 Or VW VIDE �=TTC at AT L0CAT11>.1 ot, r04 ON fftop*MD G R4 CLOG 4 .-WLO.G 1 1 . flicylu W. -6l; . CAIE EMU LEE—RAIL AQ i K"C-0 wall V- Ao M 3'ar- LATCH 11 SCr MOTE ko 2 -J 31 'LAI FLATICk NAIL SECTION X-X ENO VIEW T -82 — C3 LI,CKADE . FENCt- -,o."T3 3rw�sc?o�aucr c.Aoovc oA acLL mo iP,=r A3 VEJAILAD DEPT"%poms RMIAACC,70 Q>4ropw To Pwc ip�wA�co DETAII.. A NOT TO SCALE w z -ALL r-ac-Neu 5�AL�CA3:dmpw To @%K Tuar-0,5 L. or"Comad UPI=ysw V L-t�- DIMENSIONS FOR REINFORCED CONCRETE FLA RE AT 011**A[t%^TtLT Abo4E r tLrAT-014 CULVERT END OIA a C D E F R, R .urn A 2 - -I- '—D'l j---L- .- ... . . 1.3-1;- 4'. 1!�.O- ,)- :,�"Q 1000 9 LMTS SO"APft* 3D, 1 -:1. •- -a. 4,ii ft.tj 3 --a r,4. 'I 08A aMt7��. To5--3- 2-K>I.Z a--, .1 a C. 3 1-C -a )-Je Dove LM*XC LOA 5 .2. a Dice + Ora V. r-0- r- 2' C-7 Co. 1 7!..1 CLAU!A: .'IC Iff as D•a SECTION A-A SEL-T)ON 9-8 0 0 WAMrSr95JL POST DETAIL ->C TYPE "C" CATCH BASIN DETAIL REINFORCED CONCRETE CULVERT END J 12- T 0 Z'eC OMA W C 77�60 64,42 rA4 PAVEMENT CL FwIsm q*NX CONSTRUCTION NOTES: 71— 1. REMOVE TOPSOIL AND VEGETATION MATTER. BASE 2. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS PRIOR TO 6,Lam 6 SEF-0 (AS REOUIRIED) CONSTRUCTION. AS REUO COMPACTED BACKFILL 3. ALL WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY SHALL CONFORM TGALL T 4�-6" MIN.- CONTAINING NO STONE APPLICABLE CONNECTICUT D.O.T. REQUIREMENTS. I Z'59T 2'- LARGER THAN 6 23 WALLS SHALL BE BUILT MIN. 8"WITH BRICK, 4. ALL DRIVES AND PARKING AREAS SHALL BE CONSTRUCTED OF 2 1/2 INCH CLASS MIN. 6" WITH PRECAST CONC. UNITS 8 POURED II BITUMINOUS CONCRETE ON 6 INCHES OF PROCESS AGGREGATE BASE. ZOWE AROUND POPE COMPACED OPTION OF THECONTRACTOR, BA(xFiLL commum NO$10NE CONC., AT THE Or LARGER THAN:r GRAVEL BRICKS 8 PRECAST CONC, UNITS TO BE LAID FRAME SORROW TO 9E USED AS 5. THE SUBGRADE SHALL BE THOROUGHLY COMPACTED PRIOR TO PLACING THE * L — 7 Sa. - \� \ 15 0 IN CEMENT SAND MORTAR 1:2 MIX, JOINTS PROCESSED AGGREGATE BASE AND ALL YIELDING OR UNSUITABLE MATERIAL Tc 7 BACK04LL IN UNSUITABLE SOIL 1% TO BE NOT OVER 1/4" ON INSIDE FACE, 4'-0" �-11`--�� I AS DIRECTED eY IENGR. SHALL BE REMOVED AND REPLACED WITH GRAVEL FILL. WALLS SHALL BE i a"MIN. 2" THICK WHEN DEPTH TO--LIjT MANHOLE IS GREATER THAN 10' 6. SIDEWALKS SHALL BE CONSTRUCTED OF 4 INCH THICK 3000 PSI CONCRETE ON 6 All JOINTS T INSICE EIL �-;0-1�w_-:E OF WALL WILL BE PARGETTED INCHES OF COMPACTED GRAVEL FILL. BE POINTED HALF SECTION HALF SECTION FLUSH8FULL— IN EARTH IN ROCK 7. ALL DRAINAGE, WALKS, AND DRIVES SHALL BE CONSTRUCTED IN ACCORDANCE -Vok V)k low ,Ax WITH ALL APPLICABLE SECTIONS OF THE CONNECTICUT D.O.T. FOR 813, 4- 0" -A/4 A STANDARD SPECIFICATIONS FOR ROADS, BRIDGES 4 . I SECTION AND INCIDENTAL r I -<1; MANHOLE STEPS TO BE SIMILAR 22 -4- -- -1 -1 I '_1 TO OR EQUAL TO ALCOA ALUMINUM 4'. CONSTRUCTION. CONC. OR BRICK I TYPICAL TRENCH DETAIL INVERT NO. 12653 CAST IN THE PRECAST UNIT STRIPPED TOPSOIL SHALL BE TEMPORARILY SEEDED OR MULCHED ACCORDING TO I.-2 DURING MANUFACTURE 8. SECTION 9.50 AND 2.10 OF THE STATE OF CONNECTICUT D.O.T. STANDARD TO >� RODS X 5 SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION. I EF\-CQRNCR X, 4 UNDERSIDE `�S TICS 0-1Z:' OF COVER 2 1 llt \ 9. WATER SERVICE TO BE 1 INCH TYPE K COPPER. (ITT} �-- �`` f X/': 10. FREE STANDING PARKING LOT LIGHTS SHALL BE AMERICAN ELECTRIC (I POLE FOUNDATION LUXMASTER LUMINAIRE SERIES 53/54 (SEE DETAIL) . DETAIL HPS CuTOIT Lurninaire 12 jo. 70 w 300 W..11, STANDARD N.T.S. POURED CONC. FIR AM E Ek COVER DIA.VARIES WITH THICKNESS OF WALL VERTICAL SECTION STORM MANHOLE DETAIL ,01 r,0 N ,.5 0o, gD La z 4°4, 47 gags 011 DESIGNED REV DATE DESCRIPTION BY 3-f 9 DATE 2 1/2" CLASS 2 BITUMINOUS CONCRETE T-- 42 DRAWN BY t DATE 6 Pavement CHECKED 0 0 C, 0, BY DATE rs., COMPACTED GRAVEL FILL T. PAVEMENT DETAIL DETAILS LOMBARDI BI TU IIA INOUS CONCRETE CuRe ASSOCIATES. INC Scale: 3/4 'r I*- 0" THE WILLIAMS HOME CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS rl'kt--1 E-�iCAN ELF-,�-TRIC (IT7) LU/-Kp�A-u F-r,- S Ei R1 F-5 S3/64 1610 ELLINGTON ROAD V E R N-0 N CONNECTICUT 176 1,/ PlE-T-1-L. H/-,Lj DF- �A�-Jrl lc'� NOOTW6, HT. 5(-/,I-E'. 1'�: 20'IT M-- 1 4 1 Ili I 6"Alf RMIL fill z M M. NO: DATE: SCALE: SHT. NO: SOUTH WINDSOR, CONN- C, 87-1464-1 OCT- 29, 1987 AS SHOWN 2 OF 3 JOSEPH MERRITT&Co. straw bale trench I. Excavate a trench stake 2. Place and stake 4" deep and the �, straw bales, 11w �r.3tl.na binding . two stakes per tiFSTA111.lL:d1 width of a straw I I�f ,,,. p EROSION CONTROL GENERAL NOTES• ,i Arr.II ,•.•, I.,IN-I,ra,,:,n c letiIiii-I tS ta•h,r as r.tIU3.1l wire or hllllF'F:S'!'Alll.laltMF:N'J pertodoltunr 'I',•iup„r.ii, -•,slutRehnll M ,n•renn,ul ryr►ru.. bale. *.oil+ t r bale'. t , amint of 1rov,dut an accepted ulttfuren stand u(rowihl,.hrd width of ba a twine , 1 1f 1. Set posts and 2. Staple the 11.St1.111--I)e•aCrlpllun: 'I'hr work lncludral u,ih,.,lrro shall {[Olillrn}trrrnnr•:n lhr nlU•.,nK+litv11n 1Ulrnrticic'J.`d11r:1.S I ll, a 6"x6" Wire ---.-� wire mesh 1 . THE CONTRACTOR SHALL LOAM, FERTILIZE, AND SEED ALL DISTURBED AREAS AS I X r k) d in "tiulur,t.wte wi with %i nn2 0.Witter arras shalt n Posts excavateSOON AS PRACTICAL DURING CONSTRUCTION. {r,rnilt„, turf grnasrr by furnishing at and placing ht-,idrrr. treated in ocam-w,i tr Irt-4 ,1I,ttN , ll.lone r e I•tvidla,n t'nn. .« r. �' Mrrl And mukhonnllarnaslohetrrnudasnhuwnuutfn•pl"'+" }rot• "Out-nr-w•a ,n' trt•alm,•ote .huts la rrenovast pour to ' trench, set post fencing t r , fencing tO nr.I,nndcsl!jnntadbV the Engineer seeding unlcrsuthrrv+.•d,rr,•rdbyalrrn,(,nrrr 3-9eedin Mrthndn: 'rho- ru.+:,eed mixture conforming .. �. ;�..,:,. Angle 10° ;. downslope. , end post. Thrwnsisrk tin afhlan iymulcnclude thndnettingwtimi or..,,,.lnn,,,rnrn, Q K a- ,rr� t 2. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED ON A WEEKLY BASIS AND 11n1nXeonudmgnfhsymulehandnelltnt whin• hown„nth. to Article bt 1;1fw .hall tie applied by any ■gronomtcnlly r •• - - '�•�+'•" i "^ �- ups lope ope for '�( AFTER EVERY RAINFALL. ANY DAMAGE TO THE EROSION C0lfI'ROL STRUCTURES rrinn,or directed by the Engineer thanacceptable procedure.The rant of application shell bee I ial -fir•/....- .'!•%'.•,�"-'r. '. '" •rt + •- „�;,,,�---- �_ _�_ - - % :;_ stability and �•, � IDENTIFIED DURING INSPECTION SHALL SE REPAIRED IF�'tEDIATELY. v.30.tYL-.�trrialr: 'Me material. thanit�tpoundsofthee+.•edmreturrperacre.W'herepercnnutl t ( lour, 1 the :unwirvctrnn Mmmmenta ethuds4t linnet nn t r•,,, ru.•u,•,d. rya grans 1Lohum perennel alo0 pli united for.the salt of apprr self cleaning. f canon shall lx no less than P�tl pewnda per acre t' 3. ALL STOCKPILED MATERIALS AND AREAS DISTURBED WHEN SEP,DING IS 11a11 t • rid w icha re approved ae by tlrrrnrrnlry p1„bL .,rid FertiliserconformIngundAper ere l3 during o shall r callsel;dm W n 1 l ODo h•.1+thlr and which are appruvad by the En,+,+rri the a rmane lL gT n A seeding goo th has attained ne a h When I-i'tzparalion of the Seedbed: the permanent groan seedtn,{Xrowth has attained a height ar( 1 I f IMPRACTICAL SHALL BF. STABILIZED WITH HAY MULCH. THE HAY MULCH SHALL six it31 inchen.the specified areas designated herein-shall be packed ' ''• d _tit ti __���; ttl �(I(�tli n4= II BE APPLIED AT A RATE OF 1 1/2 - 2 TONS/ACRE. la! than areas, medilea, roscep ivrfongeo and b+wna 'fhw•a• mowed e a height of rasa•re (mowch" Following,na mowing,all straw ' tt '� 3. Wed a loose straw compacted 4, Backfill and _ - _ array,haebe provedmethodreecptivrfurn<rtt,nXbydlclr,X pecmaRentsrrdltng)(rasearrastmowedandumm�wtJdfnhall 9 ba c kf i 1 l Ott 4 Ic 1-t+l ' ' 41l;�ti� 2" min. = 11t'ra' ( e':11%1 fly,11 or by other approved methods to the satisfaction of the F:n• ro�ive a uniform application a(fertiliter hydraulically placed jt (lt, between ba 1 es to compact the �,I=111=! '+ =ti depth -4111 1=i t 1, 4. ALL CATCH BASINS SHALL BE SET ABOVE GRADE AND SHALL HAVE HAYBALES ghall a all carea the final oforsporeparuc end ace ao, war in the at the tale a!'iopounds per Herr. plan Ilr• shall meet the tines and�r'sdes for such surface an rhown+n the -� excavated soil =tti rr (11�;, 1115 INSTALLED AROUND THEM AS DETAILED HEREON UNTIL A STABLE GROUND COVER plans.or asditroctodbythaEry,fneer -Compactfan: The(:ontreMor shall keep all eyutpment create a continuous barrier. as shown on the Ihl Slope and Embankment Areas' These arras shall he = vehicular and titan traffic o arrw„that have en HAS BEEN ESTABLISHED. made friable and receptive to seeding by approved methods 6°��W prevent excessive nrmpactlon and damage to young l� which will not disrupt the line and grade of the slope surface.In Plants. Where such compaction has occurred,the Contrac•t- (r �t,{II� r S` ij, l� uphl l l Side Q� t ,t, 1 rw event alit seeding he permuted on hard ur crusted roil sail rework the am[to snake n suitable ii"At d:then rrr,r-1 !! , u r + 5. ALL TEMPORARY EROSION CONTROL MEASURES INSTALLED SHALL BE RPl10YED AND aureate. and mulch such areas with the tau amauntw nr thr pec,ltt i tr'+1` l the barrier to ' 4. Backfill the 1 Filter I' 3. Attach filter fabric DISPOSED OF AT AN APPROVED LANDFILL ONE GROWING SEA90N AFTER ASTABLE lle Alan thr e13)i ches. emoval ofwe d gro th m wrrds materials.of f extra enial Turfthe Grasses: prevent piping. trench and 6--Oland of Perennial Turf Craswra: The (until,lur •••1 Ir r r r ,' Fabric I t to the wire fencing Ealirr titan lhrre 131 inches.Rtmoval of wrrd growth from the shall provide and maintain n uniform xtand of erlwhl+,h,•d car! lift I r i 1 Cbiti dct the GkOUNU COVER HAS BEEN FSTABLISHED THROUGHOUT THE SITE. elope areas shall be by approved methodn, including hand- ,'f•1 ' - ����;}1 J� t and ,extend`i t to , 1 p mowing,which do not rut or scar the slope ourfaca•,or cause amass species tha having attaper a height t t its,nubs,.rr:na,nttnt : x__ ... I, s I excavated soil . rxaxaive disruption ofehe slops tine or grade Seeding on lever "f nu I se than 100 pinata prrsyuare Gal throne haul thr..e•dr•! .,.,�-...«._.• t the trench: h. ALL STOCKPILED MATERIALS STORED DYER THE WINTER FlOHTEiS SHALL BE SEEDED ,n as until the entire pro)tct ktnn Item nerrpted ^M sy f - - ^'• ��> tEf `� ti{���? t 1 I J 1 n. arre moved.Seeding on l until s s a ll noL lho ly err cared Xr.,wet r t AT A RATE OF 1 LB. PER 1000 S,{ FI'. it�ITH ANNUAL RYE GRASS. ,.rr emovor cutting norslope areas shall Hal ifl JI,•rmrtl.al with .,-•.' out removal or cutting of v.t•rd gnrwth rxrnpl he v.nitt•n per. ritvtnn of the Frig,nrrr Vt Y ,� Compacted t t 7. ALL PERMANENT SEEDINGS AND PLANTING SHALL BE COMPLETED WITHIN THE I t Backfill I .• FOLLOWING DATES: 1 �--tlI III {I. )}(= I = {lJ=!It J. : ;t r' alit NI APRIL ISTHROUGH JUKE +5 ^ --1 I 11I=SV= •�- tit=ttl dI�AI :(_ � " !1 I;t411.r lu; fjlrtlll , 1111ti AUGUST 15 THROUGH SEPTEMBER 15 r 111= •,II.1„r n•r•.balk!h•,u U,L[rd h: cants l+,o� f trd a the „-I, pn,¢rr• e, t,• 8. THE PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 20 LBS PER ACRE '.r+h »1 rt•h .,,,.•n AND HAVE THE FOLLOWING SEED MIXTURE: :\11 t.•n,,,,•1,tr, ••,�,•Lnt;»h.,f, ,r+tenet, ,,,,.LL, ,.,:•.., r.r•,,r, \\hrn hn7 ,n u�•d „I,h wilt, .n. •e„� ( 1rENTUCKY BLUE GRASS 45% .I..,u I. „ n„r,iinn,n ... ,n,f„ dr,,• „t 1„-1,1•i••..,, .,It) J'a{).klt�'. ,j., • r�t�(t11d Bottom Of CREEPING FESCUE 45% Drainageway PERENNIAL RYEGRASS 10% ,.,,1 r,•r M {{ All da inged slur.,• .I;ull In- n•puua+l aw .o, „ S,••r..,hlr 'I t dt'�, ItI�Il1fS",fll, lh, F.ng,na-r[ .h„!! Ln„t lnr o-urio.a• sera of r,,rlr. :unirnal t IHE •,1.,,.•d d lhr Cuntron••r to11e to+ti ini-MI)prutri l the nlopoa SURE ALL MOTTO -- - I 9. OUT ASOTHENPROJECTLPROGRESSESHAND SHAI LSBEWKEPT UPNTO DATEBATALI FILLED ta,,l.nt t ,Hal,•,,, PLAdO-� I I I Q ..-,-tirrdirq(tiro•.arr Tic,,lrn,tar,I:n,�.f-. _,•.•!,,:..Lull V TIMES. ti{+rtnf-. April 15 to June 15 �. }',,tu August a 15 to September 15 I'I�I���� �•�•r-"--•— 'k Q 1 � 8 •lit d1-lurtx-d �„I an•n. •b,Qi 1„• lreue..d dotal,: th. -..vlinK wd`T' �' I A 10. ALL EROSION AND SEDIMENTATION CONTROL MEASURES USED DURING tL CONSTRUCTION SHALL CONFORM TO THE DETAILS AND SPECIFICATIONS OF "THE k Aren.At tin,+),Lrualr I'rralanrnt w,•d1aX +II k •Deco tip a..,-.� CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" JANUARY, •�*.: .�.�,,. r ELEVATION 1485. CHECK LIST FOR EROSION CONTROL PLAN A' 11 <<; ,`trti � � b higher �w "''' �t "' Elevation: Points A Points A' should e g ,'.,� tt. I { than point B . should be higher than - Points B. PLAN VIEW PROJECT THE WILLIAMS HOME Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, , LOCATION'- I6Io ELLINGTON ROAD, SOUTH WINDSOR, coNN_ Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs , Connecticut. PROJECT DESCRIPTION - CONVERSION OF EXISTING HOUSE TO OFFICE SPACE, Connecticut. Placement and Construction of a Synthetic Filter Barrier CONSTRUCTION OF ADDITION AND PARKING FACILITIES. Placement and Construction of a Straw Bale Barrier I'ARCEI. AREA - 2.571 ACRES RESI't)NSIIiI,F PFR'(ONNFIL - MICHAEL J. LANZA IG65 ELLINGTON ROAD SOUTH WINDSOR, CT (203) 644-3473 r 2x4 wooden stakes driven ti WORK DESCRIPTION LOCATION DATE INI'I'lr1i,5 DATE INITIALS min. of 12 inches into : t the ground • u 1 Wooden lateral �--- rZ�KU t INSTAi,i_I:ll REMOVED Filter fabric �- �e^;' �. �.fi l L- �', `�. _ F cross braces �. ^- tucked �,=gar --c N �'f � at Q� SU Silt once Around Parking as needed.-�a;: :.;, •.�•'. �^.: ' 6-12 in. r t • -C -�r'r ,;. - .F _.�,. Sr ( �- '' �. / Mj Staked Around stock 71 into !: =4l .t tier� _ ti3_ ,-1•• 1 t _ '�',� 1 grade � xr ---sty- �l ����vi Haybales piled material be+ ii ` ~ Silt Fence Around catch- ` Flow LoW � I °� Flow ' i.r .ra _:t'?y ,r P�� — , � ~ >>Ar 3c! +7�'r 1 4" Mininlurn basins s.aK i r:;a .. • ,, J.`I.. )�• �•�R'• -:; Loam, fertilize Stockpiled r and seed materials ^-- i Catch Basin �1 ) 1 1, 11 ti ....• :..,T p u �' f rt n CT DOT 2" S� eQ AlICHO k WITH•�{o 2 x2 X3 Loam, fertilize Final Site Silt Fence Installation at ^KEs MAC-9 t�ALV_ Catch Basins 1 and seed F ILTEI? FABRIC Hay Bale Installation at Catch Basins CONSTRUCTION ENTRANCE MAINTENANCE OF MEASURES LOCATION DESCRIPTION DATE INITIALS DATE INITIALS PROJECT' DATES \ "O ABLI T T E S rLIST WI/'' DATE OF GROUND BREAKING FOR PROJECT ET ZONING CHART -- - -- �Jw1"` T � rt '� DATE OF FINAL STABILIZATION / - "�--��__ Zone RR* Required: Provided Mini►nirm Lot Area 40,000 Square feet 111 ,993 Square feet �Af1c ' Minimum Lot Width, 115. Peet 388.55 Feet , VID _ _ 1. Initials of responsible personnel above or authorized agent. MR AND I•I�J• aJ r•1\riU C . w��,iT�R i�,,'`. :_ 3 ••' T- 1 C t Minimum Lot Depth 200 Feet 249 Feet ,.., „ r „ _ "(" tJh RD. WII�CI='Jn 2. List the location, description of maintenance performed, date and initial Ci ire r',�t�1 1 i-.t_ :t.uTON RD. tJ�PJ�I , in the appropriate location. N/F BS7' p -"f'IR. " t;frq f,TlR AND RRJ . • �'� ;.'r"-e._�:1�,'ii Sr., ef_ ..•. . '�'- c , r c `-T �cr DAVWID Q WE ER Maximum Storms 2 1/2 2 .1/2 , .rr„- r, Jn N/F R Height 30 Feet 3O Feet Cf MR� . �, [ Are _ , T WIN0�0 or Maximumg MR, AN J JHERW•J:1C C + STEV�rN E LAND OF Maximum Lot Coverage 10% 3% R` Et _1 t,� ,�• ` -:;-11s mac ' - S , if�D=;_lrr D. H. <,RcP - WraLui,�:. _;r -.T . - t e WILLIAMS _r, a luIIvC1_'[_,F' SEQUENCE OF OPERATION'S Minimum Front Yard 50 Feet 47 feet MR.:,AND'T1RJ• STEVEN A" ROSS IGT c f' Minimum Rear Yard 50 Feet 82 Feet I tc� 1 �u -_ 11i,� 1ON RD � . WII�t�_••_n (, MR. JOtHN BORiSE' WI CH Minimum Each Side Yard 25 Feet** 120 Feet i571 :i:IaTON RD. S. 1JI✓V(�SC1R _ PROP: STORM DRAINAGE PARKING 24 SPACES 24 SPACES _ install silt fences down slope of all disturbed areas. Clearing and grubbing of parking lot and Iuilding areas. N/F T Variance obtained on 5-8-87 for professional office building in RR zone - Stripping of topsoil from parking loci zlrtci building areas including 'SOUTH WINDSOR LAND and front yard setback. f 1 CONSERVATION TRUST, INC_ �y,seagNN - areas to be rof hayured. °�^r c` Installation of haybales around stockpiled materials and seeding and fiF G.,..��F o. Where a buffer is required, the rear and side yards shall he a minimum w`"N L°Al'9 mulching of the stockpiled materials. of 25 feet. '�t'r° 90' - Construction of building foundation. 1* Completion of building may be done concurrently with the z natal loci on , — -- - — -- - -- - -- — .� r ._...w.-�-- - a �� of the utilities, parking lot and sidewalks. ELLINGTON SANITARY SEWER ` ROAD p too, 5447 , =_� �o�,r'�� Installation of water 1 i ties. as a=FGtST��r' �+ Install storm sewers. Construct parking lot and sidewalks. `4 ESSIOF}AL�' � Il Establish ground cover in zi l l areas d i st urhiid dtlr i nit r.',ntit rut t i ml. 4 S ` DESIGNED REV DATE DESCRIPTION / -4 BY EROSION CONTROL DETAILS ASSOCIATES, IN(:;. 11 rn rrI 1 DRAWN CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS BY EEY THE WILLIAMS HOME KEY MAP DATE VERNON CONNECTICUT SCALE: I"=2.00' CHECKED 1610 ELLINGTON ROAD- M. NO: DATE. SCALE: SHT DATE SOUTH WINDSOR, CONN. °037--t464-[ OCT. 29, 1987 AS SHOWN 3 0l= 3 JOSEPH hIERRITr&CO T i'