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App 88-11P Oakland Centre Site Plan
c �t� �r ter« _ r_w..r... .r x,ot=..a..� �t,�.r�,�r�m�t�r�a�; » . ..M... .. �a , rt -_ ��: �: Mrt ,.� r z zrr -rmt v 11 . D ZONING DAIA '\ - s . a tRO/v PYN TU BE.trET 5 I T E 5 i Z E /► .30 AC. !' \ , EAZr7'N6 /IOION PIN {Jf•I E RC rRONr YARD 65 ' . 0 r, -----126-•--a-. anfr/NiQ cav7 MI.q S i U E Y Fl R U 1 U 1 n 00IN \ �"'-` ~ 10-f4O C-C'&72?�1/1' Il U�'F E R.>F {SIDE YARD ? 15 ' �'bTE `z t BUILDING COVERAGE s3% /C 40 ,YiaF,V1AAq Sel&&C7 ro Tf/c '� �SE'O SADT �NPADIQ" a- 77 urriTAr/o us A, A' .4 C7774 G F fe-=0---_ ewyr I v cArrN aAr/N AND .4,xw ' ���k \ ---I \ Lu' rsF c3vEcric0rr ar,%-ram lr PARf';I NE3 * REC,?U I RED PROVIDED QF r�PAN.FPOh'TAT/o t/.. \ __] - - "w-&- -- PRq,gAr&- CA7Y'f�d�f/N AND PAA,�' [ E T A I I, 1 2.3 Q() S.F . a7 ET/1 K a.F. 9 8 . 8wa R�avcFR Cyst x)REsrRA/N�o G lfm!L� rAPR1iVG sc,cEV_r L yAL y=' --{a_- r1Txir7mi s ' FINANCIAL 2, 5UU S.F. .F . 20 ieC1Ad u�/V£tr/.r/5 �" M! .�V/TitRY AA�NMALt' AtND P/OE (sue v /L) pOh4 D �" o�tre» .r�/vtrwr nfrA►/vsfaollst.wD yOE . -_ ,_ '1 £X/sT/NG W 7EkMA N o - AV 1 1.8 84* # pOi /a BENv(M.J) -- .1�.,,, ",v/Ta- WITLA.vos NOTES: Pew RtQGar� Kv �4/G 'J� H R�cocA� vocE G"Sf /od e�' TAfF�t' ` y n i THE MARCH I t) 198R Sr'EI�I AL MEE r 1 NG, THE ZONING /ems• r,4.'� e y6' I Af s"FlEM. tb"HFJrt• 15'NF1A. 6uiasAltL/7bCA�LLtA�/1AfTAIL�AiOIgIIL l30s1RD Of A['f3E/1LS GRAfdTED A VARIANCE TO SECTION S.4 OF Gt DIP - 'THE{E ZONING REG1JLf�'I IONS TO AI 4"BIo o q+.8 pN 1 - -•--- ! 2f(,'-8"CLDIP WATER MAIN Stbn"'sa v a c /v ,emu \ S.N.E.r. M.H. ® tt4mrsr^vagR0 ALLOW LESS BUFFER THAN_-� �-, AN REQUIRED. . 1I'll - Q ;,r Yr' - - - Iw/tD/Net MIovNTfO L/4WT x-it HANDICAPPED SPACES FIRE 15 FAT . X 1& FT . =_ N-M. _ _ .Y.lAl T. ijp 6END�M.7C� I I� -� SA H " __ 7f:/�467 ® l?aNCR�TE Ot/MPsTFR /�O CI I I[_R 7 SPACES ARC 9 F T . X 1 B FT, 1 \4- nviAulSAS/NH• /B"q'CLD/I� - _ J !� SAN•M.N. /Nt!E. -/29.78 Fl WIl I VF R OF 3S' P11R1: I[\fG SPACES I S FIEQU i TIE D PC_R SEC • E3•4 . I :r I /29.0 3® /NI! W. :/2203 .[�'7'FRitoW LT�rya?,,4 OF THE SOUTH w 1 PdDSOR ZONING I NG REGULATIONS;I UNS; 71% OF THE REQUIRED ill - 34 OAKLAN t-, CQi45T. NErV/%f/. J /N✓. =/18. T- ' /Nl/ //T.92 'C - OI/fR',Sk'ST•'; Z' ,CF&,14W�/L �!V rf.tf�s III . i' �.._ - - I' ' I . - - - r I �: ":_ e . ' 3COA __..-----�--- �� / AP P L I CAN T S u - - m • 4, = Ls - - 1 / REFERENCE4 PE TER SAMIOTIS GO.94 "r.•sX Q �' aacP-i,r R /Z,s _ _ - - _ _-_. _. _-_-..,.= ::7N t MAP OF PROPERTY O F LOIS PETERSEN :._?'r I I r� I + SOUTH WINDSOR,CONNECTICUT ARTHUR KARAI-IAL I US I N29 d3 10"W,r VN !3 /J t a o t '� ' / ) NOVEMBER'7,IS88,SCALE:1'�-40' I Qo 4o. /�/ I ALFORD ASSOCIATES,INC. - PETER PA rSAK I S 3 R 2 1 q a � 2R9 0AKLnND R A "o fy D D, sou rH w I ND�C)R c r o�c �' )74 I /z w �aa / / 4 \ /�u-47Ho to / ' �sN �� m CIJT l/70fV EX/sT• Fau�Il \ PARCEL AREA - 4.304 ACRES '� I e"3a 1,,,'R s ALvrtlCq LiH�'J�C CNQ.fl.VLL \\ \ VERTICAL DATUM s MDC - \ - 8, REDWe,Z(Aa.) a /"COPAL SERv/ m / r \\ \ �G` Y.(.fr1J� w/Shirr-OFF,rlrf �� \\ f/1' 2'BENT vG i 86'^- 8!' C L D I PN1141?J i1 //"8 a TIC i� `" -" \ /24 \ \ t 1t vru�2 oFS rd/. vIP,Q.lHP '`S d" Gll� CAS 6b 'FRC1Nr YA D 1 ` 1 tv lh \\ 0 1 I o I _ o m �\ \ ( ! c1fu�L. of'Safcr'/1`Zl�urd�so� � `T Ivurdsrr o rs.n enuwwn evrt,nt.iOV1r1 pnntbM.COr+/r.MrnH ,«+++ul r wen Avflll,r.AREA CODE 701 84 6bnry nrnr. /26 D � `�2 R F�a 6 /S' b �yLh � \\ \ I� VA Anrn cove mire.,ten ana cone r°,/s..Ian M Hnp 16, 1900�Il \ Arthur P.rtnral"Itoe 0 [ BANff cB"4 .5 V. c a£ RrB, -� Rr 1 q _ -- __^"1 \\ \ . v Bur,{D/TUG / RE'TA1L S,cAez Q ' ` r \ f I \ July 11, 1900 reter 'am!^Ue rot»r Cato 5t' K I1ot ��+ , ( EX/STINI \� `� F-atn"nirryd.ur.rcr bsD71 l sz k ABOOS.f ` o i . I App,Qp�. LOCA ,� I BU1LD/NG \ \ AttV- E. �O F�F=/28.0• q,. - ,q,2' I n0 ` tV LL 7D R .� \\ South Windsor, CT 06071 Rt, Appllcat[on IDD-!!r - Thn tlnktnnd Cnntar 1 ntlnm»nr Or /Z9 I. O 1 \\ \ ta, Appl. fR0-31r - Oakland Centet Sit" Plan plear. I,n ndvinrd flint the Inland Wntlaode Agency/Conservntion 4 , /cam RooF,C,�AD6si 2 'J x ' 1� F x-x \\\ \ L' ..,la°Lnn -1-1 on tiny 7S, 19gR to epproe° with modification,+ O CF3�3 DR/YE. ` \\ ntlnm»nr. �r 113.9 \ N ys- rNRV H 1 \ - tittmm»nbnve npptfcnl.l.ou for t1m rnnntruetlnn of a rnntrlctril ii rclnl rinzn n°h J»rtt to thn fnllowin t �\ Sn are tnnnnd to nattt q '.f ''.ate_ FLARCD END• TELLER M \1 y you thou thv rlannlnq and Eoning 'l, Commf+n on voted ni lte J,nsn 20, 1g80 mooting to epprovn the 1• In rnmpl lnnrn vt tfi the rnnnnrvntian plan.. \ � i \ a - eaptlnnnd eppllrntlon tar a .r.l t» Tien o -� O C ' B/T. CURBING \ t ..vela mcnt In T \\\\ , [0- 1 ~ 1 1 \ eccncdnuc» vi th bin.hole f7, 3, and 1 bt S dot»d 1-29-00, Town nrd 2• Lbnt the vefl that is thorn to csppnd end totally /y\ \\ \ - �' `1 - ' `\� \ rcvlenl 2 of S nndn tcd and nrsrevin»di end S of 5 detail 1-29-00, lnnr_•rnnnlhi n. y 2� WAT�,JQ Ion, q,_ TR, And wflh th.. following madlflcntlbns. } 1. the Inntnllntlnn al a dlrr-hargo tram thtr doteottnn hnnin. .4' - - - A\ \ P..a t --- 'ram 212'76'' '. \ 5-17-OD prep+red by bvnlgn reef vaelenala, Inc., Project 1 the tar-nmrnt of nl-nadn rr! r1 Q N32 .,�8 �' 7. Trier to r-ommencrment of tiny Nike work, a posting stunt 1.n p p rap at the tsrnnra of tbn 8'•\\ J 00 fig' - �CC�\\ �` B "�G.f"GARE1J !lf i� r o. /N gYL1P{1F7TlE NECTj ` ° '07"W -•'- N \'t - .. 1' !1> ? - /•f/i�' x2 CO l ��`S'/lr1Gc Y- ° \ \ \ h••fA with Town Stnft. hen^k. Thta was prnv lonely r»q'noted and It line hens 2. 1b building vtmita will be leeund until.the final mylars L 01c. r11 that tit'" ran bn pinrrd without work In the - a e - /E2 I h 0 ` ---� -- PRDOOS�D Wi17ERMA/N ____\ T0�9f CON.ST.�f/CjEG Bt' q C Monk. //4.9 / a £p/A9 �~ '� TZ• / CB'�� in ` t'� \ \ TN£TOWN OFSDUTH tt//MDSOR bn n horn Third In tt,n Taws Cinrk'e orrirn. d ' r '�••-•.o .6e r \ fr whin ,•lone toil linty that the fol loan Along the brook And i f2 �}�. aJ. ! r _ 3 of'the 7nlnndtH�t lAadAltrsct to the condtbane o[ epprovni aIn,ntedn shah; tin eat And mown. Tide ern^ nhnll Ito 11,i 1; :A �_:. : r . I I I ) Gf W. of p`/� T �' S• p - y 11 111 4 g^ncy/Connnrrntlan CoprnlwNllon. r pinntnd vl tlr n r_nllnrtlnn of nhrulrn. / + {t! o yyp• i4 \ 11 !tn na-bu11t plan required red prior to Inananc° of a c• n m»dl flrntJ nn or thtr rnt.lnnd mop .. 3.1 a 3.2 nhnll ha .ti/�`- ✓ayv &.vq� R.O. W. 8"t 8 TI=E Mir D .3 T , Ccrtlflra to of ticcvpnncy par 5netlon 1.13.10 of thn Eanfnq tr•.,nl red. `�/ /NTBPj/E11/A7E �y. 'S�sY.G4C3'�) I 8rG REDUCERC.stJ.) ,' h^gslntlane. v G" f T. . there 3 bin» /�/1�""/" �5��•tlt"TA/� r'" •It t , �'� ��'J') F [ 1 prlrt cnpins of th" epptovnd popp With e[1 \ \ - 5. A etnI- arr1of, bond in tilefor amount of Sltl,000 is required and modttleatlons be Ott Ittad to the IHA/CC wtthln 65 doppe r \ m,mL he ,noel kted prior to tiling nL mylarm. fer "Itlew prior to Any conotruetton nettvltp on tbn . ` /1V!?, 2'.BFJi//ND CU.(•8 � note. G5 F(l7rt'F� gyp' / I to ?9-dCld+A, nW 'T.3 � /t�4/N \ G. All pSAn, urtcd l t"th» field by the dvvo2opnr musk boar the I) a _. \ ,tamp end nulhnrirnd nfgnnt°rn of the 7ovn of Oouth 0• cmu,tn,Ct ion ActJvl ulna shall be avh cct to !ha A NJ of the Town Caglnrnr.Sf"L q%4j �-` LjSr�� V fE� �_ \ Hlndsnr. j Approval ELEL!=/L5:0 -- -, tit. pp,e- Q 1 _ ''+. - ermlt In vend for ,one year and shall esplin on Hnp t� . _ l ` 1 4 �S o - / '•t Attp. HlIIisn r•. rrncn -2- pal- ll, 9. tha S1 _ y Igan 25, 909. r� ��' I 7. Va hulldlnq permits will bo Issued until unit le drilled 10. all apgrovnle zcquir+d moat he nbtninnd nrtd sut�aiitted -\ l ac�� /cgL �� fXfy 1 l `t and t.tad. : / / t \ \ prior to nsy nctivlty on the shin.. \ tS AK('JI/�' G7(JQ� �' / 9/,L /It[ O it ` \ B• Type of rvC plpn to be "Red and hwddlnq detail are neadnd I1• ilea Application "hall lndmm�lty and Iinld harmisns the 11 1 / C7 END BCGG I Irbn 35 ��,�.y_ Town o South Windsor eanlnat nap 1inJrii ltp which might - - - /f� r !O/ Sf � / •C O - C� \ 9. hnvnrself lltn rownit from the rn ` p pound npnrntton nc ties. 1 j '\ ` shove-graval with material pecif Lcatinne for [nbtic t2, h bond of QQ' F�f-e /2Q.00 l � / f' r de+#mgn Is neadnd for all rlprap areas, which 1111 550D0.t10 1nApproprlato to ennuro anmpllnnav fitter, rlprap, with the notop and schodulne lndicatod on the / / e Andtmentation and rroeion control shoat no. 3 of 5. • N _ - '\ ' / 'i \ !0. ^a rk trsq ]nt/dzlvnxnp pnvnmant Nnrtion should reflect Town ` /1- /J +{ tAndntdn And/or pnvem^nt doelgn predicatod on actual Boll �t _ - - - - - C 1 / - / 1 / \ v i / 3� \� \ condltlrna. Vary trulyyour", - _ / �, /T \ �\\ it. Addt tlnnnl spot nlnvntlonn ore neadnd at robe of 0ol ldinq �1>r �' . 1 -i _ _ �•O r''s` $0- / .8 C7.8 ' / r\ f7. �• t_)a _pr 1 r _ /17•e + \ !7. A<fA ,or Ier-y to trove to prnv ldo aomn ]nr r n J/_ John J. Horan, Chn Erv+An 1 / t ` nnrh nn Ayrmm�rn, mnpin, and oak. q r d.clduova tree-, , Inlnnd Wotlende Agency/ / - / \ Colunervatlon Cntma(eeton 0l nck end rhttr• trannpnrnnt mylnr" of Shot' fl vi tIf the slue Jimir_/rmm, 4 .. - _ - N / / / L7-S / / r _ _ \ n^JIEErnt inn+, to th» p. nt I wit of thv entlrn - . d / 7.5 ` C^ r with tliren bloc 4 � /z7_ /FLl;e` G3F 1f[Y�%yBat/T Q r/ ' Z �Z ` tat pinnN, 'mu+ ha nut•mi tted to this ComroE„[on be stomped a A.R, bowies b» t - `. - r - - l - _ _J - _ \V. Ithlgln, nil Wet a dsrAq C CammlLelns, ee nvl! �n'rl, nanach, Of rector ofTown n%nnnln '� / ��^ l o� Y onnatvatlon Cones n -- rff- - - r»prndac»da.,I th»lmylnr+ • r moot a ern R. Collins, Cfilel Rut ldlnq tlr(lctele ' �` . •� rn p a n of h!s Works B E p t v l t I " / nn �� - Hiclorl Cnntick, AlrnctoK of Public I hnymnnd ltntlnwnt , Chairman, Pic ! �Ur!/T aF 5 ` Attar . m oar+ have brng inviqpp.dtit" by the Commie+fort, Clan w111 he_ 1 cet.urn»A to you ter Llllaq !n tit" Office of the Town Clerk within _ ---- -----�----- ._.._. �. �-�- ....�.�...--�� CaNST/cucricTtt / Ip 5� - `` �'- -�,��,. .�......` �......._. .�� _.�...��....�1, Vim,,,. /,(//mil//^'Q�' YET/�S ,- F/ER � - . An,•�itt,:.l tot th filing th»sn plans. s copy of the rncnlpt mnAt bn E .,1 _._-�= .�.... -••�..�---�'-`•'_�-.. 1 1 r/ i - ` U r f5v�/ A 0 A - ° rlannlnq Rrpnrtmnnt. r';? :! sTittfa9xv Rim-� - _ 5 B 7 1 /J:,- � r7N,eX/S7"/rVl� - _•- .../S'BUF,Vr,q a' {1a'.S/,c YARD .. ___ r__� 136 v t tr. fir , 7 rota ofeSo[Llf/L(wi/tdA(jt EE _� nip ,ly Ya , I f rLAt ntnC Afro Lrlfllnr COMMI591C11 1140 SbttrrA"Avlwtir•eourti wvab<on_Cow",onet..B9iTi/r a s - _- - �--- _�- ---- a \j7s/5 - - Cy _ �5 7i!/L C F�7" _- � - - �� - r r C744z uo .0 i PL�.o / -C;r _ _ \ 1/ nr rr�, //JJF/t t! - .ArA coot xa7tar.xsW 1 _ ScryS°O /4"E � _ �, -- J�. /' SEE d 5 �Q�6, �- yA t ,' II...11,U '� 1 qq ' a / r� / ` ' and r. t Jr' nnrch s,^•la . "� / ""'�` 9g9.2 ' ....��.. jam`' - - , t - <b� O .. cce LtmNn Gantick. bl teotaz o t rbbl Sc Works Hr. Atthar r. tetnhnt ins CtItTirItb itAir. �` Control t 371 tooter Street/22 J. C011fne, Cl te[ bultding tl[f tclaI tau H // \`,', //3�5 r. she S,rpt. of rn oat I.. t t ' \ ` - A - H. Gennlnl I la, Anncneor th tad^or, Ct oral/ / W. l%" ach, rlannln btrryc[nr Rear fir. karahalies, _ / ' / it _ _ _ •• \ t� q. rlre Marshal 2 1F / it/�F r/10//,V 0AaZ1J G V-A/ I 3 q j _ _ - - - • '\ I - Rnql stint of Voters r•t I�Z tk \ _ _ _ .� ..`. Inlnnd WatlnndA a Rnr .".tR A IIcMt n �^tV V 7 - FEC YLlry A9 ncp/ConaryrvetloA Cnmmisalon rr 1 n f1Tg1-OD - Oakl And Center - bnklnnA Road - . - ! - - / \v �� +��-+v�����J ` - - ,f /•. • \'•t _-. - - ✓Arch./tngtn»sr - At the anrctr I0, 1900 port tnq oC the Lontnq R°nrd of A coin . - . • - �SANI AR i._ - - ro NOTES - - - - - - . � . - - pP !cent tit" hnnrd d»'t.d without rrnsudlce n re neat tar n war¢pn - A 1 reCt Ic'n 9./ of h•• q `n cn to // e--•: �.� I. Y� f ^'•� t Easing regal nt lons:to at tux n-7cdacnd number of T Y SEWER tit MAP # LOT # NRME _ - ...SAN..'MH`..#2.- - - - - - - - - - r . - r-08•x n �• _ parking it, na rrqulrcA nod rooted th \ - - - _i0 - /,OS w` � 4 a rcquc+trd vs'IAnca to / _ „ Srctlou 3:1 of the buffer - i /� \ ,,- rc till { n l 9 t e a nub}act to the eanditEen .. •J _ that the to n _ _ ', \ tc t of th» r t her regal 1. ALL DUMPSTERS TO BE DN CONCRETE PAD SURROUNDED. ' 113 , 54 ZAHNER, URSULA VARIAN � '`T ,, ntlan+ regnrding the kind of _ rinnting+ and pvrl,asr a[ the but[Rr cone .III Fm cum t tf honed with an T.F. -= MATCH EXISTING PRVEMENT „ _ • : ': •'- ` INV. = II4.�2� .. N NDN _ - O THE ACCESS SIDES BY A b' HIGH STOCKADE.FENCE 14 FDRBESy JOSEPH C. BERNADE TE M. ,, � clone ns Ihin within the +ehn 1 t e rA. r _ _ f _ •� \\r pone lend avnl lahte an - ' � -:-. -- - _ � r+� . � ti sbavA on the map -. SRN• MH #3 : ,� - {' . .. . K I, ANTHDNY-R. __ r _ . - ._..___� _ _ : ` �•__._ 15 DELNTC T..F.. =' 12b.b0 2. THERE ARE ND WOODED ACRES DN T HE SITE ib FEDERER _ -------- ---..•..r __._.___ - ---_- ___- - ----T _. _--- --- -- - - __- -•-- a'»tif lnton:,•tr•t th» finrdpidp to be that aubinctlnq a nita as amMlt �_ ._ - - _ _ - , LEDNARD ___:__...._____.__ onrt��rvo Rp/tb -. for r»n t. to ton much t•ulfcrinq ovoid pnka the Alte uneeenble INV;`. [20.20. 5 - - --- - -- AND - ------ J- tr clod »cmmcrr.lai, la+n nq an unne<»ptAbto nm»unt Of land. . - _ - - ""�� / Thnv elan oat»d rho! the `,Aril+h 1p van Mina bcceusn the s~ /� -r' _ its Snn �. FLD❑n E EN, JOHN & DONRLD - . , .�- _ w.a p . ��� � � ..��. ": .. . '. , - - LEIIRT IONS ARE: � ... -�.,` ..: - :.� .� -� � � t Nubml tfrd to the rlannlnq L Esnln Corn ne,.., :.' E to 1O 46 DZ ` 1. iB THE LACAVA CONSTRUCTION `COMPANY /Q3/S /.T, q n prior to iheert �_ /OS ,1; '� �••� ,\ •Jf n»r hnf f^t regq[ntfnns gaiA Into of tact.\ 4 �. STORM SEWER 1. S„ SIMLER, RICHARD H. tJ' t7 /05L t 1. /C� C�nlltk f _ 2 •126 _ .. - - l \ _ - T!e!a ncttou Is rffecttvc March 25 1400 and tin enrla?.•A torn on your C11Svq of ticrt - - f n tite Tow+ n Clcrk•s'otf nee At rater r ».. - _ i� �: i i �-'' t Crn lSlk •.\ Y ap non. F.L._ 3--B . 122.47 4 JOHNSDN, .PAULINE G. \ 3 123 3 PETERSEN, LDIS H. 1 ..;;. vary truly ours, CB;#3 4 121 rr ..-- i r Y 2 SINGER, IRVIN B. `!' t \ . � fl 7.F.' = 126.20t f�[�,� 1 BURRILL ELIZABETW. 0 4 1L+t {P:•!>i i� r�1/rf'fl f!/ ,.)`1/f/[ 'l/�i.Jtl;tflr. u• - t M _ ej~ 1\ I �� �'.. ���:I- •e�nrr anti,-,..,.corin M«,•. itiaT+rtrT(R. Ai norm,T,-,I'm4n _ rorrw rn+•r rm/a..:=n Lonlnq noard of Appeals ,INV. � =. 122�70' 4. PROPOSED REGRADING IN FLOOD ZONE WILL .RESULT IN 104 24 SULLIVAN, DENNIS J. III & JOAN M. I ..- - k BEATER '`CUTS" T N "FILLS" 3yj /; .- G HA - \` i �- - ( rh•t.d,^r !q, 190R _. tnclosurn 23 CICERO, MARIO & ERIKA ` 15 BURRILL, ELIZABETH C. CB #3 A / \ '' T F = 127.00` 5. WATER TD BE SUPPLIED BY PRIVATE WELL5 UNDER 'THE 14 CALVARY CHURCH OF R55EMBLIES [1F GOD i., `-/ :I111.,,, r. r:,:,... I!\iV. -- 123.lfl' APPROVAL OF THE TDWN SANI TARIRN I r /` I It 1,n 1....II, ,l I•.."I r 1 -. - _ - _ _ - - - / i A i - ./ -" ... • .,..n.h r11,I-..+. rr' nratl - - / . -. _ _ ' �:' - not Apf.l l..-.,t.«. tax-r,• '4. CB #4 ' 1. 6. WETLANDS FIELD VERIFIED BY SOIL SCIENCE SERVICES �c* rrz�.;-r:..a r -rm -.�•_ ,�,-,»•• i - - d . r.nt T.F. 127.25 .. <.._s l,..._ ;2..-.... _� _.. l t f� - ....- -_._.._...__ ,,n,1 r_nn,r.r INV. 123.32 aLL CDNSTRUCTF❑N TD CONFORM Ta TDWN OF SOUTH a ''a h _ �`, '�� _ _ - - `I�-_ - ,Q�/r A'�• /�, Alrun. t. . . }' _ rt,4h r 71,I+Rq t..•or In It.,. I N � tlT��'.�% . i�� '�n r:. c:.��'�"""'- //�/ q. Inlnnd t,.. F K et + / Ll,ugp � WINDSOR STANDARDS AND SPECIFICATIONS - DEPARTMENT. OF �''.vnE�r 1� !1 •:i +.�,,,�i � '�••/r A-t•.�..1.:r•t•+,„.•t.,lt..It r.•r" CB-#5 ENGINEERING /' / r A •If,«ti., mE+nor-n r„r^d x3th r. 1 r� i' 'i // k t` 1'E fun.t7" _ 1t:nn:r• Omit fort „Irlratln,.M T•F. 128•OS-l. ' / ,3 .1 - /% �� / - 1 q tl..•-Mt,..1 r,n t1e» nnnl h»r-1 nldn nM 1 ./' {P .{ �a� .'i, .-.,.•r f1w.. r ho lost el tot lvn of n r'+nifr r 8. ALL SaNI A :, a,;. t . !-' : �� /` �% . - 1 _ /lWlt. '' /' ,h.• t,.lt.,,:1n. m. 1' nt klMnd nand, nr 7. IIVV. - 123.b3 T RY SEWER CONSTRUCTION TD CONFORM TD TOWN OF 9 ..� � •'t ice./ - - i - ; z:�/ - -I LIt i ••tlf E••nt f.xrn mn+.t. b» nAhnrr•1 en for thin pnrmlt r.n 1,^ SOUTH WINDSOR DRAIN LRYERS MANUAL .❑F STANDARD PRACTICES ggap d,.,p{ veil .lt"vv+^a*y - r `"- t ,a.• , AND REQUIREMENTS "' + T i � ' *,I 1 1 .," 1'+1+,+ =",rl», .•f the a,.,.rnrn,3 mM wtur all CII #b FOR CONSTRUCTION REPAIR AND OTHER K R O � tl E fs•::=.,r c i � / . , r...rl t t.nt t••t« h^ Mid•; p I. f WDR - �_ - _ _ _ r 1 ,f tt 1 to li,^ ItrA/t'C wl kf,3u 65 dM•n far _ • 1.•f... t„ m+y rr.n^t rn,•Lf.•n nrrini ty nn the nJtaf T.F, -- 126.5'O' ON SEWER AND DRR I N CONNECT I DNS AND APPURTENANCES y !;�� n•"1�, itt" ' r�} t _ / INV. 123.22 l'°�6d � II""'0't7�;sr✓ �i�% IiL.I ..` -. � t I.•« A""1 "- enht^ter- in Ill' n, n nl nr f n . i /, , The watermai_n is to be laid beneath fine storm drain, e between CB# 3a o�I rf ,,,71' ., Plc ll In.l r1mllf nil fend harmlr+n 11'e T•awn of I - - / - - - \tie. // •n,Ir ut.,:1,;,r ngilnnl. nlrr.11nl.11lty wl.lrl. m1gI,I. rr•enit from I.h» I. CB #7 & / T. CB# 3, CB#4 & CB# 5, CB# 6 .& CB# and the sanitary lateral r / 1"",•.,.", n,,.•n. r F: 126.36 7 r sewer hat ,", _ ro building #2. A IniriiiTnun of 18" separation distance between pipes is { -1 _ ` ,tit, „t..lt ,.,r tin+ tit .u.l 1B INV. 122.61 p ; 2 / 1 AM' Mll�f ,•lea ttrtbhnr 71, required. High points shall be located -at a h dram -- ... ._ :, '. ,^. nt n l t 15 INV.. 122 Bb Y or a blow off. I "" - Q . , t. 4 �� '^r1 6. All Mppn•r.rl•. t•••.0 n•-3 wn^t. t•.• mnl auh�+t tt»•f rl r.r to -r - F f- i.' I'll, .y�,rvllq r.r, chn nl,.n f'F.L. 7--A - 122.501 �' -' _ It,,, •..live" ehontrl I.» rnrrl»•, r • ° 'f•" room nlnrr to finish f . - P try".",r f - • ,� /�/ / i '�.l- ' '�� .,,+itt rp n p....«lt•1••, - , e, Mn 00pdpRJJFt�rto's;. a' t " , t+r, .•.__. ._ ».« _ ;t r / n n ....nn..I . ., n "h„ntd hn 1'1.ntltl»•1 ,lirnnr. nn t.1- .0, pF�Cp, ,�4` F.L• '9 121.00 _ .I ��� - _ I •,, , - ' i t•ln .^' IY k� '` 1 '_G 'i t .. __ ..,,.z«-•-��* . .=' � r? ''� s�`xG•�:ts^:r '+ 1. ,, ,�; ° 7h.. .tl.,.tt•ant t .p•,r„thla'r r urr Mar A.m aa�aa�Prr 3f!7 . F.L. '9A' 12Q.00 K Y M P rolls..«.M Y carp+ ar I �: r itrAll-r 1^•mE r"t^I t n»n•t.••1, A c..,•y of nnrh must t:n fnrwnnlril a tt _ G_ SCALE: I't=200' 4 ' = ._ - - % r :* HIQU W)d -11 -C � ffla __-,_.__ UR U r -- \ 7t; , BE ; �� M�� t ,'?r, 1'7 - _ -.�'/!•.-�IJ ��r/"2., m T» Pr ,�F�,r'•�4.Ttvt s .:_ � . 11 . 1 - - I - - --. _ _ _ .a .. .. Jnfn I[. It qn Jr., Cm+n ♦y+�IQ a;+�.l a�P`tr? r-r . - .L.fnlo n d Het.to uln/A'4 n.Vy 4@`�bp04Cii-A01 00 I 4'. I I .. . I I . I . 0* f11E A-2 DECLARATION LISTED BELOW REFERS TO' THE INTERIOR r-nnn.•r.atltn r! m fnnlnn DIhIEhISIOTdS ONLY. FOR THE BOUNDARY n-2 DECLARATION SEE SYT� TOPOGRAPHICOf N StfFET 2 OF 4. e G p REVISIONS 1. UNLESS OTHERWISE NOTED, EXISTING UTILITIES DRAWN B1' u>� civil en tosses SHEET { i / 2/�/Q� �� 7471W �417� eC,7jy��1 g planners • surveyors I tfEREF3Y.U�CLtiRi 1ImT 1lI1S lsnl' 1S silosTnNttnl_Lv CORRECT. TtfIS hlnP ANU O��t ® n .t� LOCATIONS AS SHOWN ARE BASED ON BEST �'�� _ GRAPHIC SCALE s ign203 6 6rr�'7 V m - • SS ttTVEY,.4ETtE'T'FI£t'nREls tfJ ACCORDANCE tit tti TttE STANDARDS, OF A CLASS NN AVAILABLE INFORMATION. ALL EXISTING UTILITIES Z _r P - ,- ,(/ ,STAFF oVv--,- v15 A.G. CHECKED BY ,'F,-///r,/A. _1411111 ^ ( '#4-4735 5UtjVfV:.AS STATE: F 1:0' N^.11iE ^REctif ltlsraf�ED sTnNpnRDs. FOR suRVEvs AND tfaPe SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. Ott 0 ,a C tN'TIl[: s�ArE or• LtlNliFCiiCUT ns rREPnRED nNo fioo>'TEv BY TttE OAKLAND ROAD SOUTH WiNOSOR CT. 3 7/2q`$$ PEf2 T /NSTAFF COMMENTS S.R.B. Jt9B NO.: 87- I7S i CUNNECTiCUT'tTSSUCFnI iUN lIF Lr1NU 5URVEVURS, FNC., UN SEPTEt1l3Ett 13,2. ALL UTII_1TIES ARE TO BE STAKED IN THE FIELD �., ������� erofessionals 1984 AIdD^EFF£CTSVE Jf►NUARY t, 19U7.BY A LICE14SED LAND SURVEYOR PRIOR TO • I 9,,:,_ . . -f-C(}NSTRUCTTON. 8/t�/£�3 yyaTcr� MAtf,1 s7T a G /l 3U�6° �2&32 DATE•' I-eP-ISO 9 THIS PLAN IS INVALID UNLESS IT BEARS THE .. I . ( IN FEET } _- IMPRESSION SEAL AND ORIGINAL SIGNATURE .5 N0. DATE DESCR1PT/0N BY N0. DATE DESCRIP770N BY 49I bucl<land road, south wlndsor, ct. 4s074 llliVEVUR'9 SIGNAtURE DATE L[CENSE NUPtBER DRAWING NO.: jobfile`dpborder I inch a, 40 tin. '"' OF THE PROFESSIONAL ENGINEER/SURVEYOR. :...E. %-, .. ...... . .. r- • . . . .- .. .. . .. . . . . . .. . .. , r . . I.. y , . t - . . \ ' ` . .. - . . . , . .. m . . a q , . . , , x \\ \ . 1, \Z to v -� \ . . . . . .. �� c� \ . 1y o 1 W m _ D .. SNET YIN ., _ L . :... �, .. — "..- , .. . - .. " t"t Gl/A . . RQ RAI,L bl - : • EDGE"of PRVEMENT ^--- - 12'S7'us T.I .-I34,47 , ;. — 7 D T. . ' - BUR/_cD ELSpNONE. C NO!!/ ! #� . �AN M.H 1/v v r22.06 1NV E. /�4.78 . 10l v . 129 D6 1NV W -122 03 N / pr 1 • . SAN M INV 3E t E�' ; X.,./30 DI �f Iry N/TARY R , �_ - ,�' N�a• /H" S '. .• !!$ . . ' .' ,. 1y4; ,I6 SANITARY,` SEf!lE.4 •' . f. EX TiNG /d SANI7ARY SEWER �- -- �"" T1 --~`� �`B STU6� - . . r'EXtST/ %5 �j— -- - 6 UARD )QAIZ. 1 !.S �2 4"R.C.P._ - -_ _ r=-^---� rlv v 122 od - - N 29'A3'/O"W n/�-9.03'/�7"W 4/4.i t' CATCH BASIN CATCN BASIN \ E G E N D t . : / ry j \ rF >/28.B2 Tf` - I33.61 \ ` ti . . • .,. . b �' w g: /23./2 fL S. • 128.4/ \ -4 . 2 c ..� z )z W. = 126.31 © EXISTING I.P. / I �' J N � \ � � o I.P. TO BE SET . T \ :r - '--. �. _.. .� 1 �� N/F i.B. SINGER \, "" REFERENCE :: :r ` I ,,,� , \ MAP OF PROPERTY OF LOIS PETERSEN t2S- y� ',. A \\ SOUTH WINDSOR , CONK-ECTICUT , . _ �--6s'rpcIyr YARa - ` o ;,"? , ;, �\ \ NOVEMBER 7 ,1986,SCdLE : 1 =4O \ ; �� .. :. 126 - ' '_ ' 'r"r--� 1 1 �-- I G ---------- \\ ALF0RD ASS0C!ATES , INC. . I p C �� :, 1 Exi5T1NG \ z . . ,t 1 ., v °" . . . z`'. .� `. PARCEL AREA 4.30 ± ACRES . •:. .. f , \ IS � -. I . ` �, o CATCH BAS1 VERTICAL DATUM MDC r . - "I , -- .� r \ to TF 134f?8 O 0 �. 1 -a 2 1 0 g 9 1 N J vt � */ 68 . g 2 r i I Z f 2 D ! o . .. t \ �' >a ii39 M q . - . rlv4 \ `� 2 r tune �, ii 81 i J : ,r E_:,, _ ,- .. .,. •gig- ii�r:! C`�� • .��� �:'��'' ". � � ,•� �-----�- � � <- 0 d v - . . ( r N ' c= i Tom\ v \ �� \ \ w �' \ 1 '9C ��.�J f.114 ` �' . r `�`� ` •. `N \ 'h �' f �,. ! 1 O \ ( -1/4.4 � ` I ' '.. FER 9 /0 S/DE Y,g -- ---- -- - - ' tip \' \ \: _ ` \ / j 1 l \ ir• - �, , . 1 \ .. \ \, \m _ . . . \ \ _ \ �� ! ` \ m y t } r 5". 2 `// m L' \ \ 1 - ;3 `\r u 1.J }' \ \ . ... r 1 t. O I 1 -i . :� 1 . 1 . . .. . . \ . 11 -� . . r, z I :. I I a 1 r: 1�t 1 y A '\ \ . . ' .�D1. O / / \ - . . . N � i I / 2' \ i l` 8 :� - �1 . Z . tit - � �� �8 I ' �: - ! -_.� ____.__,_._ III , �, t .�5� . `�.� J /S'BU�'EER d' /O'•S/DE YRRQ ��r. .�.-�---, - — — _ _ . Is / L :;_ :�=: - � ��. ,.ram- ,.�.�r,.,,- o / p� . ,�''""'- . •S29°O 4"E ...__r- �-.: 4B9.Re, __ z, . .122 '�"`. . ./ / . . � ' � r / / / . /.� /i. / 132 IZ � " \�, . /" \ti \3 . .. 4rL�o '. ' 1 E , - ' . . . . ,- . . . . . . . . . :. . _. . • . . . . . . . . . . . .. . . . . . . _ - - . a .. .f .. C^,Y - . . - E { - .. - r . ,. . . . . ' .. . . -. .. . . . . . i`L . ._ !/" _ , -.... .. . , . ;;,r r,.....: .. - . , " - i i. . . r 1 . . . :. .: i .. . '. - - . 1 _. — - - .. .. r - _ .. L .. T.^_¢bOt.'. �aFi�^ Rff.• .^•".J '[:iFtv"731FS133i'CT..7`.:�5'S'..'yam"^S ::T'>i:':.':.✓.•,.aw:.^.T_Sla:r71'$!.,.,.._r.+s. •7 .: _ .. '..r .. .. -_- .. r-- 61 I HEREVY-UEI:I_AF)E INAT THIS NAP IS S11T15TANTIALLY CUflRECT: THIS r4RF' ANI3 ��'jI^�T - .—__..____._.__.._. _; . - o .e, ; . ' fZEVESIONS DRAWN BY.' R.L.C. �� 7 � ' '� r9 clvH engineers plannofis • sure©yore . . . a --- --_ ._.... _.._ S C /� L — �,�� 1.. UNLESS. OTHERWISE NOTED, EXISTING UTILITIES __ --- G C �L f 5113iVEY fIEflE PfiEPAtiED IN ACL'f1fiUANCE WITH TIIE 5TRrfUAFigS ©F A CLl>SS A:2 :: r� • { 0 644- 4795 5Ui2VF.Y AS DEFINED IN T11E "flECUiltdErJUEq STAtdUfIFTgB FdR SURVEYS RNU MAPS �� i .. LOCATIONS AS SHOWN ARE BASED ON BE5T .. . . _- __.-- CHECKED 9?' t�,�'' !V }� /; • ` cn tin nn 114.TFiE STATE (IF f:UNWECTiCUT" A5 PrtGi'i�flEl) AIJD,AI)l3PTED f3Y. tHE I " . tNC UN ErrSEH i ? 3 AVAILABLE INFORMATION: ALL EXISTING UTILITIES --� --- -- --- - Yafi , , .. - _.....�_..,...,._ .... .... ,.,�... .�...,. w ..... .,_.,..__.,._.,,,..... 0 .,,N N i:z,r T �'\- a CUNN CT I U as 19LT4EANDCEFPECTDVEnTANUARY kRND9©7FTVE S �'' SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. _ —� - ---- ------.--___ _ _--- ---_.- ,- _ , � �,• S SEPT 3 - __ __ --- i oa vim. 87- 178 .,:, I•: j,, w `�`' "�' ��. t.i ttd. ;-. !,I .rt _ r _ f ' }# 1r � � 1 t i:7 C' 7 l t- - { ( !-__'- ^_---•-----_'_'--•--..,_.------: ..._-__ fr,_ aw,11i ....--- �Ea .. SiSv' --_ __--.... ....__-__ l } •-]j(•' r1 f^• _ .r l-.7 i,tr�. t5 !. .`. ! i'I__S�"`�` E r / L UTII_ITlES ARE T�3 BL- STAKED 'II'1 THE FIELC}. -_____- --'--_.--. ...__-._...._ { �._._ 1 ----- ;- _ _� C�!G��.,� ''�t f - �I$i�r Z�(v ! I'� !1 ► �;5=,1.1 1 fl y f?R •,it l .t. !,. r fi lye P -t - --•--------------.•---- _ _ , r OR PRIOR TG — i . !SATE: ( iN FEET' ) - -- -_- FN Nlrr15E1i JE S SiGrtATI E E LIC S6 B'Y A 'LICE.dSED LAND SURVEY _ -----•- •----.---------.._..---..__._...__._._.__ f su►i T - rtt: +'t ' �;�It) !r._t - . 7 ! __.--.-'-_- ..-._.._ -._....._... 491 twc.klr�ttd rn,!J, !;c�utll wbtriE:cx, it i.1 . ` VCIfl' DA _ - , -_ - - - -_ ..._-.--------•---__._....._..._-.-•--- --.- .. __ i ins P� ri . ._ _ _ . . - - -----..-•-------•--- --- ' — !, fi CnNSTREJ C _.__.__._ -� .ti iiON. �- ` _; t T!Ir' t'F c.I.#r.IF,rr j, r. _ �. .. ... .._.. , 3 „ . 1• ... - .. ..r._ .._...._ ...5.................... ,.... t � ) I � a•tA En .. ... n � _.. T L ! r - � - .t 1r L �Jl'- r l t71 I r1�7�I? d b r�rd�r .._ _ ._, -.._,. .x .: , ._,..,•..,.-�-.�E- t i�-� I ) GEC )1- � ,. .. ., 1. #F .+,. t . ..... ,.... .. .. � � 1 - i.l�.�41 l 1 f �r.iJ�. L , 1\11. I 4 .�/'S 1 V .. •/ i71 - fF'r,..^....P...0 K,J 2:'e'�^IS�•f�J'.1,.�!.Sifv-4,��1E2RiSY..•.RaS.'T'r_5^-•r-..�tK{S,w n..L'..?.v,J...•S!:`Y,. ..ix.. l R..:.Y •'.. , .: I�•J• ` 6, SiR '�7T.7aLT'i!'..'11� ..m�J1.Qlrr 'r u`I:CY'.dS•T.'.SI.._BT,./ ..s .5"+3Y.7.31'+:.,E+ ' Li.�7D3Ifi M5.LY3J":_.En'S.'3L^.::A`lF.t'VJ?R`TV0:6.'9.VtE :KX.:.:ZSRi:T•i';L^JTh1�3TaOW%=SS•s`:�PtwX2CYG'v'Td"7L:-I.T..•: Y^.,ti.Y_^>T.Trc- . " � •. � ti _ •.- !tIC':—x.-SSfiR'�rra,m-i--i?3Jr-,2x-, IG:d.T..'A:LS�iT.L.:CiI��iA4'. '•K`�iC"'•• .31'lS.��'3.3�3�'Y ...2Y.iT.!' . .-NNG9 �Fa��15...+._T.S:�:Zn .47."T�igt:'_ . ww EYs'SC,1,3�4C , -, _ .. _ ..ewe.`rims:cnwa -a' svera �vr ....,.sa:t , .... ,:na- tt .. c1.• WETLAND SOILS M011 11 • O /RON PyN Tb Beer rjrr Construction Schedule Made ICnd a 0 !rX/.f T/N6 14o" *,/,V ' high QfQW>idbMQfs� VCl'IGf!#. _ _Ix-- 1 ) . Prior to the commencement of any construction activities, fi'X/ST//V4 CaVVrW/,V the contractor shall install the synthetic filter fabric fencing in accordance with the plans to the satisfaction of the Director G. 1 /p fOTf ONR LAN SOLS `=S1-`� ~P0SfO CXW70UR of Public Works of the Town of South Windsor. ECI1D ,Y/O vi>l� SU �G7- T„� ® 21 . Install anti-tracking apron at the entrance, prior to commencing ROr✓ L:�'.'r,/TjouSquo .4�y.@7Y.9L �/06S1D SADT t>"R404r construction operations. SEE SEDIMENTATION � \ 3). Install synthetic filter fabric fence in detention basin areas EROSION COKTrtO Made ICrd n-- E7t/ST/NK' CATC'N A.11!/N .AND �Yf1� prior to installation of storm drainage. NOTE ar / ua,Antr p� s�O G 4) . Strip and stockpile topsoil in the location shown on the plans f3x4 ti�DucE.e CMS i( tJ� itr�Y',-L RE57•Ra/NEp ,•PCJAO �!�/OBVizv �l .- TS 7Y'N�l/N AND P,ao�' pr for toroadway orbuilding construction. Stockpiles to be S Ord/[) �fV ' T1S /w r..�v/r.+.vY A44N � '"��"'� �'/S7'f /,�� �Q p/Pf, seeded and Protected with synthetic filter fabric. 5) . Cut and mow the existing 4-/G' TO fTCI7/Lr,C'Tt" Cd,PNE� �� �/ E��ST/ G �IPPi/rf S[E6NE g foliage along the brook channel. _ ROCK PILE I./ TER/yA/N\ � �'� SAN/rAmyM*,VAyq,(,,�- *Vo Ay'v' r 6). Perform rough grading and utilities installation and install _- --. FdL ,�y� N Es Meld $IItIOCM �� ® LINIrew "T"ND erosion control measures as construction progresses. RELOC47E POLE ...ra� ��� .�jt.(r g I �,'• /Od' B TIRE.? b s ... 7). Install building foundations. �s' rater L� b e) . - - _ !O� /( /717 C 4Cai!^ paving and p pare all disturbed f $ �•recr r""r"' � 3"HEM ) 'HE►�I !ti"HSM 4 /Lareas or WQF `- t: AL - pA "' - -' dGD .eat - Ifo�_ $"Ci.D1P bYATER rtAAl1J SI +� u at It!" A clt+tMllT.lit 6�Arat Prepare and seed for AN loami and seeding. ___-- prepare .m tom ,; ---- - SNETM// ® �/4yp Sl a p 9) . PlacenPavement, topsoil and seed as required. 10) . Perform landscaping. �� _____-.-._ alf/f10/Ns A*WVTro L raver 11 ) .►x K��--- __ _.. ..... -_- Gam- All sedimentation and erosion control measures are to be per}od- sAN. \9 /6'=4CL0/P 3a8"6.Y.(.fJT.) 22 �l, �EiIID�M� + 4 7 ically inspected and maintained during construction operations l2ANlRBTLr 0V",-S7 q ^Vo and remain in place until soil stabilization and paving is cam- ®A LAND - _ _ '_ - _ ---I- --- --- - /AN30 .E>i2 2.7tq �fXTA'RAorP -5 4A' I'W,r W } /NK bsl 122.03 v . Plete. w L>f047HP 12) . The brook channel shall be protected from construction activi- T, y� �Ck6r NtivM•N• C \j niJ �, ' ®UTE � �..� ties at all times. At no time shall an vehicular t (sec Aftw,a r.rr� svt >') 6G(•fiP1J,P�'t - .,.,, "•.50;. pe - �- �� �...- ---------•-- ••SYNTyE TIC Ff/i£R f:4B,q/� FtriyCE allowed to traverse the brook channel .Y traffic be ._..._ .__.-... - E+i. o'�!,•' .t1 /{ S• ; IVAYB4LE".S' /T17 e - -- �� _ _ _-�W=- ___-- REFERENCE[ �'"c"a Sedimentation and Ernt3!}op Corltrnl NateSt /S �� 'r MAP OF PROPERTY OF LOIS PETERSEN 13f c• ° 4 o•° , \ \ SOUTH WINDSOR CaNN T 1 . All erosion control measures will be constructed In accordance y NOVEAIBES 7CIAT ,SGINC. =40` with the "Guidelines For Soil Erosion and Sediment Control" by the \ EG ICUT ALFORD ASSOCIATES,INC.zee ' k ,� Connecticut Council on Soil and Water Conservation. 2. llaybales as shown to be butted tightly end to end and staked in lie 3a fG'fa)tj� S"'' -'-mac ,>Oti fry \� Place using two 2" x 2" x 36" wooden stakes per bale. ' S` C/ 4( 3. All erosion contral measures are to be maintained or replaced$ during construction as necessary. REDue�q{,�� +.. '?•- t \\ � VERTICAL OQTUAI » h10C y' �G.Y.(,{fOFPr"I'D \ p p of all sedimentation 2,a4w1wA 8Xrs Xe C&,Od ' u and erasion control measures shown on these plans. This B�B'C[DIP W.4 MA/N �1 3-H �,y��-- j _'N 9 responsibility includes implementation as well as maintenance. Any :.___ S�OCR,Q�IfiO .yproposed changes to this plan must be approved by the anglnear and/or 25'W,4TfRM�I/N S6,flENT _ 6s ,f-, N x, \\ the proper local town agency. t K //V FA1110R Dv cif o I. �N- 5. Anti-tracking aprons to be Inspected regularly to insure proper /YEC77['UTW4rf,? y 26 b } „ I.�a'/�' c ,, �wr,! ti A \ operation, Stone to be added to or replaced as required, and \\ ® contractor will be responsible to sweep Oakland Road (CT fits. #30) as B.aNK ce 5 r. .S k'H a -ter \ required. z[-'A�� SF�C�r �� -iT' ` \ 6. Erosion and sedimentation control measures will be installed down OPSo/L � \ 9600ra.rr srOciCJr l Lz I � , y , \\ \ /� gradient to disturbed areas prior to construction. �fT �, ;; r., \\ V F�eOPo�Ev k�i,TEp(�lsi/�#/ r0 7. Areaslt to be left bare for more than 30 days shall be Creaked with I z9.0' - �� "' �OGa `o` \ \ dc'C4NSTRbCTfp BY THE - air dried wood chip m111ch ar seeded with Perennial rye-grass I y grass until 0 3Z" C VELA r�4 q ..� \� :Ol✓�VD6' .5'ourf/W/A/bsoP, final grading and stabilization is to take pace, 8. Additional erosion control measures shall be installed during 9 �2 B� ?on �EApEr{ DR(Y construction If deemed necessary or ordered b the Director ��. TNRI/ - 4+ \\ Works for the Town of South Windsor. >` S E \\ Y ector of Public )° 0 �- 4. Haybales to be placed so that string does not come in contact with ;,.- F[A,f'Cp FND TELLER R ' ,h •� \A ` v- �` the ground. h �T 1 OJT GuR81NG \ 10. Contractor to periodically clean catch basin sumps as required i s� 41 , I ` r during construction. m \� ,r 11. Prior to alit-" inst-a"17aFion of. Flie waterm-a1n thrau h the }� •' ,�. ( 2" �6 `4 existing dr,3inage channel on Eire north tide of Oakland 1 �a i L4 RL FL 4,CEQ •i� 4 �} ' S v 3?'/d n 1 • •• Y f c a I c_S�a• _, f4: ?� _ _ • Road, Hie cotrEraclor shall install sarxl bags protected 14 4 -� ' _ \ , _..- -. t \ wi Fla ingy'rvious speck: Pla.tic oil the ulgrade side of: file excavation. The channel flows will Ipumped aijo around �• �~ the walerr,r.�}n exc:avation area drfti.ng .installak}att. The area of. disturbed channel will be stabilized :silo, a 1 - o 6 l with standard Eoca✓GE' �YtJ � 7 R" i ri ra after construction. ' 4 t -a G.E/.Grr 7�• r� �,�� F ! `a6EDEN6 SLHSbULE: ` A)l disturbed area not paved car lands-a pa ped shall be loattted with a 4" minimum of �•sr' t MJ. TS \ topsoil, seed as indi..ated below. Condition soil with fertilizer applied at the 5 . \ rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet using 10-10-10 p TrCi GO[1/i7.V �' re /N It1 2'8 / � release nitrogen may be used for eof �_ ,_ P , 17.6 or equivalent. in additznn, 300 pounds of 38-p-4 per acre or equivalent Of slow \ topdr ng. Apply grnurtd limestone (equivalent fv GS.Q 1• 4 ' 's �� _� to 50 percent calcium plus magnesium oxide) at-the rate of 3 tons per acre or ` 4 48COW d CoNS7-AVe7/oA/ / 135 pis per 1000 sq. ft. GGCC �-- .4crivir/Es #SZ \ Pernan= V tation Cover: l Seeding dates: April 1 to June 1-and August 15 to September 1 0, .9"- 1"v0.7r'tG % \ Use the following mixture- = Ize.00 J / Kentu--ky bluegrass 45.01 Creeping real fescue 45.09 Perennial ryegrass 10.0% Apply 1 i�� per 1,000 sq. ft. or 45 pounds per acre. wcx�d _hips should be applied IfA \ at a rate of 500-900 pounds per 1,000 sq. ft. or 10-20 tons per acre. E s Seeding dates: Karch 1 to June 15 and August 1 to October 1 Annual ryegrass 100.001 r/s APP1Y 1 1x'r�d P 1,000 sq. ft. or 40 2 tons per acre. �� 1� acre with anchored hay mulch at �-- �� Ig1 $ ` :ec•..+.•tt.►at apes.,, /��•I., or a2 lacnet lets _-_ _ -_.. ._. . qG CJF C0A1STTUCT10A1 � '- rr[tr r.k ._. 0.•`� - sue.rrVr ,�."�. T/Y --- _ _ E _ yoew. I.te,. _. - -- _____ _.- _._ __. _ � ���W �� F.S ��/ �t["iM� .�. scoot bne« t - y• I� rla Set posts and i.rsFE DETA/L r-, , _ -.- - _ - G r� '-" Tim w ,i W Posts•---•-'I excavate a G"xG" 2. Slapla the - - - w - - ?T4AL92hQ f'/ ,�[sL�F✓J _ F _ --'•'�, Angle Joe aow;sio Se post fens# g fencing sto / � - wire ---._I : wire - _ �-- t ° n ' 89'0-T :4 E� Cam. �--- W CXiSri.Iley dV�tr\ / t - � ,t upslo a for end post. t tts p �t+t canoe, stability and , rl 4B9 2t3 (SEE pBf rt S!lEErsors ) ruuatl.a.sw.ku vrrp7S�,�['cti)'2Z _..,..,,_�Y �.. _ ..c 7rLLa:aitlr�atiL. self cleaning. e f t, t• 41fpt1 •t plat t Io0• 1 I . r[aawt ept nYet,7ctler at•Shoe Y,e 4,He' 'I•U)=�.I[t'1 1{14 -{t+'`' !„ii�(1#�'!t q2 alliatl'a:uy It;r�tK 12" sin. =ta:,il� et+.prte txaalt)�I +a [tv3eua Q :Ilar�ij depth �3 ABUT I=H ): [•p..:<. Canna - Z.r[.�..�tt . 1'(N�' SANITARY SEWER 26 NOTES ' ,i.th«'�'„c"„ ar.t,,,i �I#II u,.�,e.r«. ,MAP # LOT # NAME 3Z �neN bet.. ww R t�+•u+w+rtr SAN. MH #2 (.14 x'H' Filter I 3. Attach filter fabric ` '"= Fabric to the wire fencing 4. [lackfill the T.F. = MATCH EXISTING PAVEMENT 1 . ALL DUMPSTERS TO BE ON CONCRETE PAD SURROUNDED 113 54 ZAHNER, URSULA VARIAN 4b " � [ trench and + g . ,: '; _ `;;S and extend it to can,paci the INV. _{ /fQtZ ON THE NONACCESS SIDES BY A 6' HIGH STOCKADE FENCE 14 FORBES, J09EPH C. BERNADETTE M. s.:,:- + the trench. SAN. MH #3 o u` rr`if+Pi excavated soil. 15 DELNICKi , ANTHONY R. r u , . e T.F. 126.60' 2. THERE ARE NO WOODED AREAS ON THE 6ITE 16 FEDERER, LEONARD o e INV. i20,�o L ,,,,,,�. Con acted ` • 105 46 DZEN, JOHN & DONALD o �. wt+,e Ia«e leis. c.n..ctet 3. FLOOD ELEVATIONS ARE: Z plan .,�° rt k•iw•n kel« a kackratt t•�ntr ear /i� 8ackfill 18 THE LACAVA CONSTRUCTION COMPANY 4 w , `----_ .+u.or•an� e[�„t[ "" li`I I1-1 �t„ )(� It_1►IT{t� ) = . _ STORM SEWER 1 127 S SIMLER, RiCHARD H. 6' OF CT. D.O.T. 2" STttlsgl r••+•r .,t..aa,a tie rliStsi�itcllt�rri' F.L. 3-B = 122.47' ' 2 f 26 TO 9E PLACED OVQI FIL7M "*I I I toe of _1Ui,'I qx has ail#["ill 4 JOHNSON, PAULINE G. FA9RIC t4lTEEtIAL " ` ur ns t*be.I Wte 123 3 PETERSEN, LOTS H. s1(gt_rir CB #3 4 121 2 SINGER, iRVIN B. '"eft _;~ " f `-;y ;� �X r41( u:�� Bottom of T.F. = 126.E0' 1 BURRILL, ELIZABETH C. ,;,,t;,_; c� 0rafna eway INV. 122-70' 4. PROPOSED REGRADING F"FILLS" FLOOD ZONE WILL RESULT IN 1 04 24 SULL I VAN DENNIS J. III & JOAN M. I T- �-- -1 GREATER "CUTS" THAN "F I l••L5" EOY,E QG'R?NI' _ 23 C T CERO, MAR I O & ER I KA THRU STREET T.F.CB #3-A 15 BURRILL, ELIZABETH C. T.F. = 127.00' 5. WATER TO BE SUPPLIED BY PRIVATE WELLS UNDER THE t # - 14 CALVARY CHURCH OF ASSEMBLIES OF 60D L •„ '' r I o f �B INV. = 123. 10' APPROVAL OF THE TOWN SANITARIAN I � A DETAIL OF ANTI - TRACKING APRON ''` " `' �,� ,�� � CB #4 b. WETLANDS FIELD VERIFIED BY SOIL SCIENCE SERVICES T.F. = 123.32' .�owwrtLsa.� ELEVATION INV. = 123.32' 7. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH e+a•f 1 Points 'A' should be higher ` WINDSOR STANDARDS AND SPECIFICATIONS - DEPARTMENT OF -A PLAN VIEW than point 101. CS 05 ENGINEERING ''' r w L.. II[' _e) Source: U.S, Department of Agriculture, 5al1 [onservetion Service. Storrs T.F. •- 128.05' r neaclan: r.t.et A , '"""''"+'R"�* Connecticut. INV, = 123.63' B. ALL SANITARY SEWER CONSTRUCTION TO CONFORM TO TOWN OF r..,: rrr.c,p, SOUTH WINDSOR DRAIN LAYERS MANUAL OF STANDARD PRACTICES CB 06 AND REQUIREMENTS FOR CONSTRUCTION, REPAIR AND OTHER WORK T.F. = 126.90' ON SEWER AND DRAIN CONNECTIONS AND APPURTENANCES INV. 123.22' 9. The watermain is to be laid beneath the storm drainage CS #7 betweers CB #3a & CB #3, CI3 #4 & CB #5, CB #6 & CB V, T.F. . = 126.36' and the sanitary sewer lateral to building no. 2. A 18" INV. = 122.61 ' rninilt mn of 18" seperati.on distance between pipes is re- quired.INV. High points shall be located at a hydrant or at F.L. #7-A = 122.50' a blow-oft Qia-,eaa e dunce r F.L. 9 = 121.00 F.L. 9A - 120.00 As .4 APPLICANTS: ` P13 � r4► �° .. PETER SAM I OT i S TY//C.O[. pia'•.�A� .svlso,G.�,gr1o../ G7f7'AiL, (1RTHUR 1'.ARAHAL T OS �Al.r- 'S PETER PATSAKIS SEDIMENTATION 8t �Q.i...t:r,, EAR 0AF'-LAND ROAD, SOUTH WINDSOR . CT 06074 EROSION CONTROL SHEET cS44-47BC) . s m- tN.[", r'T?IER WISE. "dr TEi. , E XIr �#r1�a '1 flE� RE`� jIC'!J BRA AN e v. - SHE E I ~ � Z�rd/� R,F.P Y"an�/ ,.Sr,�J- fb7lYF.r/T+3" civil engineer9 ptr,nnery SUrveyOr9 A�(1 /� ^ �(�CA"7N'� AS ,;H(-Wr•: ANC aAaEC !�t•' HEST / ���' GRAPHIC SCALE �-H� �'�E ®f1"gM�F..A �i �� p SH )1 4Ei C lr"ELLZtAA.,v,T iP T',. irll.'TIE 2 5 � P25e' r01141V srs� Corr,-,�vrs �,. �. �.HF k"E �� ,��-�,/,�.,,� r2u3i 64a-4195 S PLAN IS FOR SEDIMENTATION SF-)I i � aF f'E�� /EkiFiE: r'RI`�F rC (.f��J�?'RIICTanP: ---- _ 4- 0 -- 40 es ign • a ''.. aRr q� „�: '��, , ;Enna r'29-88 PE"R TptY/V•5Ts1FFCOMME�v7s , 87- 178 AND EROSION CONTROL ONLY, AND OAKLAND ROAD, SOUTH WINDSOReCT. + 9 8-26-66 WAT'F-fQ MAIN ,S7-7, Mllilllilll r o f e s s � o n a I sinc . . �J 7 ,.z9_� , ARE NOT TO BE USED FOR UTILITIES TNiIN S PLAN IS INVALID UNLESS IT BEARS THE ( � ) " CONSTUCTION . IMPRESSION SEAL AND '?RIGINAL SIGNATI_IRE� • .ef'. �'r r'7B/ I Inch 40 IL ® .'r! �r-s..ry.�J .rT r;. win... r,r r;F- -y OF THE PROFESSIONAL. FN INEFR.!S�?R`'Fr�+ .+......:......,r....:.,.s.-'�:r_.r,..:. .....•.:1. ....-r.w•..y..,:..•'.:r ... v:;;.rr.:r...:..,_.........4.•ncfr*Tn.::r.a.,.cesa:.wwrN�ra•ax++rc-..trrrz%n.v.. .•...r.-ws.ryV nMvf...vFSY..rr errr*.wvn:rt.:axx.vsrn.wr.awnr.nxm.....d..vs.a�,..tt.r..r...vr..N.a.r .w. ... _- CZQ1-1 NG VA I A \ 0 /RO/V AVtV ro of,sr rT S I T F_ S I Z E 'I -:30 AC . 1 0 EX/STlIVQ hWAt P/IV ZONE RC; , FRONT YARD 85 ' � `.� •----r?t--..,r. rxirr/ivy cawnrw,�► SIDE YARD 10 ~Paxew cewTtwo DUFFER* (SIDE YARD) 15 ' AgaA0sEO SP+07' CrPA�0 r BUILDING COVERAGE 13% ,✓�.o�vivr/ saa/�cr 7-0 THE` . RD.fV Grri/.:JT/o.U..s.s�.u0 Af'Y.@7Y•9G A/,V. =-•��-.:— £XIJT//V6 GPL'H BA.f/IV.IND .WAS REDOIRED F'ROVIDED >,ys�a eT.9Trov. - -. PRO�+btC" GTCN&44i1V AND 040j- REIAILG 1.E, 300 S.f. @ B/ 1K S .F . 9B FINANCIAL 2 ,500 S.F . @ 8/11: S .F . 20 ---C�--- �ar�sr�n s,�w�r.+ar �*+�w+wcE ,wc piPE2/G' TO .1-A'0PCK7Y CDRNE.Cr EX/5W,47 I�fOv4atlr17 ,f tJt�/rARy AM/VNQtf'AND PI/►!W4? 9 3** ,es r�PaIF � 4a4A o �edrG --e— A.—• ",w/r cw"wT,"Nzw NOT E S: .os' ram yam' /oa' Off' T.r1F'Fe' -� OVIONA41L/7VofCA44,r&gAAITilLArAWAq/L r11 THE MARCH 10, 17Bf3 SPE1',IA!_ MEEF1NG, T#-IE ZONING ----___ - S tiAl 1300RD OF APPEnLS GRANTED A VARIANCE. TO SECTION 5.11 OF _.._ __ -__..._____- ----._ E ZONING REGi.IC_A I IONS TO ALLOW LESS BUFFER THAN REQUIRED. ».. - _ - - - _T_ — - — 011401N$ MIO[/Nr!'D L/4X7 '� rl/ll`•tU I Cn#"F�E I) 5F'AC;E S F1f�E 3 5 1-T . X 1 8 F T . ED. — SA` r i't-41 !Q \ j s� �NCRnQT! DtiMP.rTi4'A /4AD LI T HEI"2 SPACES ARE 9 # T . X 18 F F . — -- _ _ � S4,i .��-, \ ti r i24 78 ` A W0 I VFP OF 39 POPPING SPACES I S REQUIRED I ICE D PER SEC .. E3. 4 . 1 sary Mh _ -- hl,r 7f- :29 0 3 rr:�' �� 22?3 TEAAa'P �clao�P of TI-m- SOUTH i W I I',1D50R ZONING REGULATIONS; 71% OF THE REOU I RED �r �: OAKLA ,•.v✓:�, 92 czxsr. >:�. r J ...® rN' 8 s OUT E ove l'isr . 0z44 e,41L - v PARKING IS PROVIDED. v - ;! a- !_TG }� g r s - - _ REFERENCE APPLICANTS : PETER SAMIDTIS y �• �q�:•,, ;.ti:Y 30-P/ r � - ,\.. \ �\ MAP OF PROPERTY OF LOIS PETERSEN AR'FFIUI� I.ARAI-IALIc?s rs - o It SOUTH WINDSOR,CONNECTIC T Y ' + r '3' f' ALFORD ASSoc�Es INC. ' =40 PE FER PA rSAK Is �- es \ 2F?7 ()A#'LAND RCTAD, sOUr#I WINU�3OR, cr 06074 Z- 9' S 9 / ! -s/ -s r v 1-T-r r \ hra4-47E3O u/r C//'lOry�'x/�sT. .rest/.�JC�' �� � PARCEL AREA � 4.30!ACRES _s I j .x, 4Lart/� KCf/.4U�c/EL \ VERTICAL DATUM = MDC 2-5 F I �. sS-- - ._63-F77JN YiaF7D TX _ WOCP�P.*flo ab ti a V 4 .9-i4 SANK CB°4 R 0.3 M / k v By/.Cb/NG Rf7.4rG SFACE" ,o i R k 9BOa sa.rT. a o ' , 1 f B611L.OrNG -- A/PRoX LOGO rf�V aF - FT= 2 4, O� IV4.U_ M 6_" 1644aA/Ea . �� •�ao�.IERDER /2Z; � /Z9 1 r '`` � T � �i �• 1 \ 27 AZ 3 14 CS-S C s r, riARCD FVO TE/LER -I!o l 1 ^i '� g' r�O nzs !_ r/ /-ri \ 'r afT Cvae;NG \ /�ROPasED WQTERMA//y To C BIF CONSTRt/fTED BY 7W-f i 4 `� B { Q to .a' S•,f/ 212 76'' I Z \\ \ P. N 32°38'07"W � A \ I 'R.CJ? 72 / C6�/e io 2-s4 } j u, t2/ MIX *-G! w. . i `W N/� �ayv �/lava_•� 0 lti! dZE,c/ P-L'22�'t'SEEDETA/ 1 ! ,QPL / 3 -57 ` !\ -S.SIE�`TSor•S). 91�ti L �,i �1CV1 � /-s /-T3 \ ... TrAb -AUL cuuirrv(s .aecssrr-�noe/c I b a :3 \\ \\ BCC � 1 ^1' N d E.VDLG } i ��_— 3a -PMNTlN* 3Cllf.JOULZ 91 �db !Z rzzg 1 N 17z TIP S -Sz -Y S5 l rl.s Z i �' 2 , TREE sYr76fOL 4usw7iry GLYlr1dN N.4rf� s/zG \✓ ' Z 8 Z11-71r 0,- Cd 37;<Z/C7-iac! _-_.._ -•--�=-� /-7-Z ,3 SnS _. .-. lb _ ^` tJF � 5y � '\ tl /S BUFFE.P 4 ro"S/DE YA QD �4 ` TG Q Gci/Y�'lW K/,c,� �>.4� 2"-3"C.41. .B9rYrC/SEE•DFT,4/` —_. - - _ .._-.--- _ \' ,�%7�" l/SIf4 -- BXisriu� B�YNA - '>_ \ T 9 / a T•4 � 3=SZ � iz� �:• • c.«u.V ,` /7ovAtO Uz�.t/ �2 � � � i1: , \ � ABUTTERS ,; \`.• . : -- 74 z/ tY&/TZ' P/.trE' SANITARY SEWER 6 NOTES MAP # LOT # NAME SAN. MH #2 ;r \ J9 T.�EnS T.F. = MATCH EXISTING PAVEMENT 1 . ALL DUMPSTERS TO HE ON CONCRETE PAD SURROUNDED 113 . 54 ZAHNER, URSULA VARIAN if n� INV, = 119.50` ON THE NONACCESS SIDES BY .A 6' HIGH STOCKADE FENCE 14 FORBES, J09EPH C. BERNADETTE M. 15 DELN I CK I, ANTHONY R. SAN. MH #3 2. THERE ARE NO WOODED AREAS ON THE SITE - ---- -- ________ _------_-- ,----,-_' --.____,• 16 FEDERER, LEONARD '�'"-"'"�—_—_----- OAKLAND ' T.F. = 126.60' ROAD INV. 105 46 DZEN, JQHN & DONALD --_ _ .• ------ - -- - --1-- - W _ 3. FLOOD ELEVATIONS ARE: 18 THE LACAVA CONSTRUCTION COMPANY /aS�5 /as/¢ T,; „ \ STORM SEWER 1 126 5 • SIMLER, RICHARD H. rr '� /QSIl \ !OS Cin Elik -- �� c�,-.-t-t�tR� \ t S.S'RUB SY/`fZ3QL CJIl.LVT/TYfV 1/ V N.tr1C' SJz 2 123 ti �� F.L. 3-8 = 122.47' - 4 JOHNSON, PAULINE G.3 123 3 PETERSEN, LOIS H. f - r CB #3 4 121 2 SINGER, IRVIN B. )\ i BURR ILL,LL, EL I ZABETH C, 7U �� �:• ,: . T.F. = 126.20' ` P 4. PROPOSED REGRADING I N FLOOD ZONE WILL RESULT I N 104 24 SULLIVAN, DENNIS J. III & JOAN M, ® S 2e fS}'TN/� !S"x!B' INV. = 122.70` ;r, 1 t , GREATER "CUTS" THAN "FILLS" 23 CICERO, MARIO &1 ERIKA f \ t CB #3-A 15 BURRILL, ELIZABETH C. \ �_/'� , " 53 14 LILAC ZY=3G" T.F. - 127.00' S. WATER TO BE SUPPLIED BY PRIVATE WELLS UNDER THE 14 CALVARY CHURCH OF ASSEMBLIES OF GOD ,- � 1 tt INV. = 123.10' APPROVAL OF THE TOWN SANITARIAN 54 CB #4 6. WETLANDS FIELD VERIFIED BY SOIL SCIENCE SERVICES , _.� { i i SS 8 �i�YTZ,.4 ✓UN/PZR 7, ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH - i / . INV. -„ 125.32' "• ��•--- Pik WINDSOR STANDARDS AND SPECIFICATIONS - DEPARTMENT OF CB #5 ENGINEERING 5 G /4 aRRX ftrtERlt.+W ANY/Tf 4 3' sr" T.F. = 128.05' INV. = 123.63' 8. ALL SANITARY SEWER CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR DRAIN LAYERS MANUAL OF STANDARD PRACTICES / s7 T CB #b AND REQUIREMENTS FOR CONSTRUCTION, REPAIR AND OTHER WORK ` , T.F. = 126.90' ON SEWER AND DRAIN CONNECTIONS AND APPURTENANCES _ INV. = 123.22' CS #7 T.F. -- 126.36' 18" INV. = 122.61 ' 15" INV. = 122.86' / - :�,�`� " .. �,, ® P/ Go rwru�r 11-4r,S F.L. #7-A - 122.50' ,.i, , / - - O -v44•VrJ' F.L. 9 -- 121 .00 F.L. 9A = 120.00 KEY ,MAP 4 SCALE: f =200 APPLICANTS: PETER SAMIOTIS ARTHUR KARAHALIOS PETER PATSAKIS 287 OA#:BLAND ROAD, SOUTH WINDSOR , C F 06074 _)RA WA' 5<- �- E L THIS PLAN IS FOR SEDIMENTATIO ��� OAKLAND �� T 1 / 2/6/� /' Tdfw �ST.�T CQY/TC.t/T�S .pry Civil engineers planners surveyors N i GRAPHIC SCALE �] c { � LHE k"E� �Y- if?P./1�iP:✓.fl. L✓ �J l n ;2G3j 644-4'9` 40 � ,to iso .� 9 ,,.� s �' � 7- ,7 — — AND EROSION CONTROL ONLY, AND OAKLAND ROAD, SOUTH WINDSOR,cr. 7AFF CG 77'Eti/TS C9.L , 8 8 ro f e s s i o n al s , inC . ARE NOT TO BE USED FOR UTILITIES r1,1S PLAN 1s INVAuc� ��NI I ss �r aEA s rr A " - 4 ( IN FEET ) CONSTUCTIO IMPRESSION SEAL AND ORIGINAL SIGNATURE 1-% r ;' .•t J .,,ti. . r,!.r.' (z >' Tf t.i. _Ir?�� �'���!K'� 'ir'(� � >r 9 d91 buekland rood, south windsnr, ct. 46��74 N • `' - �m JR�rVVIG tVC.. jobrtle ,dpborder 1 inch as 40 tL '" Of THE PROFESSIONAL ENGINEER/SURVEYOR. • PLAAV d10CElJdrO siAAV�.0 Al OAK AN ROAD WIDENING - TYPICAL CROSS 'S ECT16 t =11; it rvs romw 0"V41WAAO ^14 rZO /Pt'•R 0 C/OAfr ita"at , 1 E + l • • VARIES &TO 91 _ JSt PAYMENT LINE top CAVCMENr REPLACEMENT 1►1ATGN EXIST PROP0550 WSDEIdtN( CONCRETE FITTING SUPPORTS GItApE x15TlnIG PAVEMENT a PAYMENT LIMIT rpa EARTH e � [REAVATION lrya BACKriLL NV[MENr " DTI MATCH EXIST• GKADE O b' Ar WI . ISf.PLAT£1 ft9 ScnLI „ _ •�, r.' LIMIT Or P4VEMf NT - - Ia119x aAAtlC h>;:.E'; S•.Td T!� F�0 N . 7'r .T. f at MOva .•*car rs �• •�!�or ('rtll'+OE O.1//1Nd'I J'2 . D O.O. ease I `{'LOAM �•�y jrJu.o.l .y♦:ter �O eL V���w/vp0 ✓� ISf£/•LAIf tl�- rn- E911'�•'C.-• °n:e IAe R[OV,R[0) .w r....•r, =�.vY•oN •- r �`1O, 1 a� as nUIN I ��COMPACTED BACITrILL F ^{(�"f�' o p rv+•=ac:v At u1N CONfA1NINa NO STONE \ ho)• f j t �! "-} r ••-•� /f J A01,1 ARr J I'Mim A �!� LZONE ER THAN r"f coKna£t - r-:I. 1 „ ( BJT. [Otv G• GLASS IT SVFt F1►GE COUR�c (!C 01�1PACTEO) , ' I vn�� >so av spa. 4 TOPSaIt 8' PVG SDR 35 It 1_ C..��r,� - 11 RACMrll4 CONfafNlNa NO SrbNl e.. D BIT, GONC• CLASS SSI+vD1ER cougzse (COMP4GT D, __ �' LAaot0»uN9:ellav{L _ rcaro.c..r: LP S. E Y s, •.A$E ! ecRRow TO Of USta AS ,. : 14 --ice eAC.RLL In IlNSWAKE Son. I c•-..rs rva PROCESSED STONE BA CC AI.TJ O3 1 r _1 � �. s+� !`'� pr ii/�-.G ahf� AS DIRECTED eY [NaN. -o�•i roil NI(N• PRocr6sep GRAVEL SU$DAS PR ire. ( /•O• r � A L��.«"i. n«`lAl��:" / - `•• ` Y w 1 .•P��r•I Lr JrlIO 'u J) E OVER E. Ve0 SU8GRAaE C0PAtPa rEb f •'•M C.. -,N.1<c,,rJ 'sue. u_a.» xA4r etcTloH NAtr SECTIax •PL �•" '$'� ,1 �Bnd SECTION ('[/-"''I �.:'. -�� ':�. ,;• • IN LLRTo IN ROCK �r III ql'� IE �•w+�i--.IC.1.:��. ..o, J! TYP/ TRENCH TA/ re 1 F �'r i - •u - I M9 o TYPICAL TRENCH DETAIL I NH L6 FRAn1E AAA D a 1r, r�.'_� BftiCl�-AoJvsT >o 6P+C-40E I / 2 V\A• \S•\ \� � 7� 4� ..c�.r.�.-,.�rri wi i.. ar�.c....� �_., r-r - T►� Ttw.La p•^"t I.` ELAN - Tee PLAN-4 end 4' B LOV/-nFF: i 2 ccA71 a/Tu,EA TfELEx=1;' IENO OF E.7.11NI IA/dVSILJ _ 1 ..\� /►/AtiifPRoo�/N6- MfA-7�i/IAL ._ _� .. �9rdp •, � }j ArJ O'•RP GdnTGH GAbl.1 QBAT'a� - I , I E LA s 6 4 to ppENN1G I l5 RGF S!� To fi t:r. • I •.�• tE ELi`V._l2:.Dh /� "-'+- - 1 lIY�F2AN1 L_J�.F-Lcv lz_�.o V • r. '' RvBBC.Q Ofr 2/NG- 12 - co,oic.s I r.R•J- •' � � NA SLnLC -�stwrR IRON WATER" MAINn �1 t ✓01A.r /V /ltrnilpAnli�`Jr ..r.,lalr r,r.N i ►,,... 9 Mill w/rM 4Srrs1 l T„•[ AO,xtl fYPl - `1 NEw Ie'LENOTx 01 a 1.SEWER PIP[ Rfs/4 He•/6H>LJ ..-.. ..�/�.. .. - 1• L.'""'"'..� ——^ '^.. "'•• at rw[ rO 5ERTn VA/t/�•s � � • rIPC CONNECTION F?E TCIJT IpP1 f3A SIN OLIT4IGT �� ,a'MTN a CONNECTION ... � 1 —•n•�.r"•w.. —��.1tt.----���..�-����PRI CONN[CIION B.Q/c� oR Con•uPXTL �y slnc. .f[aw �,:.•y �i ��/V�Irr�'• � I.Y•LIr r N« 0 ';0V{ � r.,a«•...•.H EAT StwEa / •SA 35 NAINC Y19 T. Sf wfa — 5/+r,n. -'nnr-*Nr .f 'rrsls+t:'�t-rlNesNEo TIRADE ��.. VALVE BOX IAOJOS TABLE) t. TYPICAL DETAIL OF WATER MAIN As __ - ILTIRADEI NOTAtpvm[n our LESS THAN<.e" �• q -- _ w - - ' M 1 UNDER SEWERS aATE vA v —}--- - _.-,.....�- -' r --_._ - „•..R.. '.fin.� a l / L[ o' ..'- DIl �i�,---e�••I`•7=p 1s,ST.ITStaa�.r :rT.fT..Yr:,Z2�YY �•w r� ,lIV t•r Ter e-r- r1r!f x, p -- raprostn nuctlLt RID" E L"K 1 a 10V.. RATEa MAM •1 - e• .�.•`.i. av�'.`.'-„ JVJr ;[r,,..•,rw••S�•.r �_ _ rSTuaeto MATERIAL lff,f O 1SV/LEY/Nct-/NME• r .► Iar; , � � _ 5 —� =r..mTr.7arsc+L-• _vap :f•� w. � Id,•J�Nw..«.o . TY PI AL G 9TE V V cr f a�1.Arr s. �.l . ..«. .• f .r ,. . - Z - PIPE tnln117TP1 AL E ' I 3taLr t Y.3/s' f • —1:0-_�1 � ,I�w rwu yw 9-MIN. 9'NIN EXPOSED STRAP SNLLL {ASTM A.3B BTEELI 3 f/le f L }^M,rr_�•w - �.• eI eIYEN L i1EAVT BIT j ! ar Il,rw•a rw•.• I••••lr.•n AYn A,1 EXIST, W a . ...• ....Ar.•. x• .r• [ COfN BURLA►LAFTER TYPICAL DETAIL OF WATER MAIN lotIBrNruTIONor — hf A r a �. A' .. �•� - -- -^� TNf CROONER on or —�.-•'•^ •-_ 'a d d • ^p OVER SEWERS INt ENDINf[R • t / Ta Tr.E. «��rr.....- �L. ...A .. ....r..A, e....... IfII �..•.. / ....� �.-r�� r / .1 • -f ' « I ,' •`• -_.._...-� // J\ ._,_. •+ r u,.,u• , .. 1 --s=TaT=+:_ rrm:r=r=r Erut aaAo� n GL11S ^rGPIJCQltE b A q L•' P,VL, JS Rep •...r. «< •.. A,.r•. P..•«.•r. :rxrrr:_r T ^:T�7 +/e.-�rr.r..Trr • ° A • `�•!'' , • I AS ft(oWeEo BUT NOT LESS .•r • + 1 1 rnCroTCa IRCrllt IanN wA1Cn M N--� II WITHOUT INSULATION 7 BAR "t BARbL— ofPl,/Mutts 'O• -4.4 R EAST"L-015ORACI '~ ,ff���f{• �pp t, 1 T _ AS RFQVIafp A-4BAR .va-.p.• T•v efAa....o<r rosw- A_Sq C t r I I :.A MIN [t1]t naamot P,rC vAauet[am 4* pc;�a �"�.TI�"C/'t,JfllC�3 aryGr , 8 /fT Ir1 _ lF/1 P0010!IEe ac 1.'ATER MAIN�••1 re"MIN 4'.B'CMB[ _�S{p-„ly�•n--T`r_ _ Qf•T•'ll "%ff��LL`11 1 R ' I \ ___ 9fAN0ARO NOOK�t j -Ao�a'�i� ♦ur J.I' --..•-.-. I... nlrrrluL) •.-;r..ro�a TYPICAL-4' 0.1. BLOW-OFF TYPIGnL TAIL F WATER MAIN ANCHOR THRUST BLOCK WITH FULL MAIN Sl2E GATE VALVE 17j�7' %// t ua/t7rsrv,CBrV oR 12E7EN114r1 QyASEI.i QUT4tT UNDER 8 OVER DRAINS - - . .... LG'C__-��1._�rY.YF� 17/o�1/ ToP VIIMAr.J. M.H. Cone and riser sections to conform to ASTM FouNpA Designation C478-61T. 2. Lifting holes to be provided on all units. 3. Absorption not to exceed BY as per ASTM R1P RAP As INDICATED ON SHEET' I oF5 c+ designatin C-76. /rySug.-"OCE 1Xa�r ,q al SToNE DIAMETEE; 4. ManJ7olp steps to be similar or equal to Alcoa vEPrH = t.sx MAX. '�'ai �s� ErEC BUT NOT LESS THAN o,El aluminum 12653 cast in the precast unit duringR .r <c ,q�j I I manufacture. err�//ve S. Concrete base to be poured underneath e' xisting, pipe _ j and first riser to be carefully notched around pipe. Construction of the manhole invert to be complete �` s7ar[tSF PLASTIC FILTER CLOTH) before existing sanitary sewer is opened . Q Mrh, 6. At no time is flew in the existing sanitary rawer to srcwFTim PAkXIrouvez OR be interrupted during construction of the manhole. DO-r,41 L �" APPL I CAIVTS:TYPICAL PARKING LOT SECTION ► ER sAr1 I oT I s t•;- Pc:IrCI��` Nor Q sc.}�t< ' RIP RAP �NSTAI_LATIpN DETAIL_ = ARTHUR I:ARAt-IAL I OS Sroa:AL EIs� = (N.T.S�) F E REF? Pl1TraAI-:I s q(tpCrag9 . . N.TrS, 2R^T OAhLAND ROAD. SOUTH W I NDSOR . CT 06074 o u a REVISIONS 1. UNLESS OTHERWISE NOTED, EXISTING UTILITIES DRAWN BY- GR D.L. w civil engineers tanners surve 18 c Nb] LOCATIONS AS SHOWN ARE BASED ON BEST I 5/12/88 PER TOWN COMMENTS 9 p yoG ®®�L � CENTRE SHEET N AVAILABLE INFORMATION. ALL EXITO C UTILITIES 716188 PER TOWN COMMMENT5 CHECKED BY•• R.PM. R.J.A. raw V ^ (203) 644-4795 ^ SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. G ; IDAKL,AND ROAD,SOU7`H WINDSOR,CT. 2- ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7/.e9/88 E'ER yo1Y1ysrvFF COMAh!FWr_r s.rz.B, JOB NO.: 87-178 DETAIL .SHEET BY A LICENSED LAND SURVEYOR PRIOR TO rofessionals In cTHIS PLAN IS INVALID UNA s/z�/�sg w��eR nnAll� E7FrarLs s.r.r. LESS IT BEARS THE CONSTRUCTION. DA7�: I /��/$e ® I IMPRESSION SEAL AND ORIGINAL SIGNATURE NO. DATE DESCRIP7ION BY NO. DATE DESCRIPTION BY ® 491 bucklond rood, south Windsor, ct. 06074 OF THE PROFESSIONAL. ORIGINAL ENGINE SIGNATURE DRAWING No: Jobfiletdpborder REVISIONS 71 IF ------------ w .. °�' _ ��. !. •..• .. ` - :fit 1• - i ! 1 tE !� l 1 I i. r •i .S. E ..r.. 1.., I t.r• ;r r ►• I .ri•• �.. •i r .I. •1 •�-^--+-,-ter i f ,C /.� • .i 1 '•k M.• t• ^C I E ( r }� L t I.Y 'W 11Q i w' t�� J.WT �rr{ �/ • , r i - : A L r - r - e - •1 r .. �- � \ _ ` - 1'• -, LAC , i • - ., •.tip; .Q . . .: - ! .. . . 1 I .:rJ• - .. Li r !. t i _ ..�.--�•�--ter- - — • f .. -...,___a.�_•_..,...-_,...___..-_..._,—.ter.—. -•- ^• - -- - -'rt-:-. - � - - �-��"':"� �_"mow-:'^^•w...r++.•`r�, .....�-•>•-�....... - __ ..•_�-'_'•'.=_'�„��--_+_.:.•.:.__ _ - - - -_ `• -+...-.r-.,.."w•..•-^'r a T-.-.�—.'-_•_•'<"'^^'-'__ �':'=j•� _ TITLi . , �' - 't� _ - :�::4(T•i„�'•�•t~.''rr••.a}�}L .E'�,���slYir� :•f.,},ti .. _ _ �.'-----.^_" �}�y :1 a.� ..t5 .•,L "`':1:.�47�'1 I:. i:i1j.F. tJ{ d , IF A i 1 ,,, - ... .,.- - ..... �.^• �_... _1. ..-'. .: 7 - - a,'f�11y �/•i;'';jam'' dr - ����rf:J«?i`�w��,I�:.'�F.•Gi-'•_ems.:'•s:a. �'.;. - ;Fri.. .p► •L • '"t''.v,•y,.e- � 0. r - - 4 _ `SL•r ..yr° -.,r,..'.• x'u. DATE Ica 71 f' .. DWG.G.:NO. RAT ---------- 'j:-