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HomeMy WebLinkAboutSite Plan (3)__ „ __ ,_ . _ - -. � � .. , . , . . - _ - _ . _ . - _ —.__ _-_--__-_ ---` _ _ - : __ - - - - , �, a - - 't ..._"_....,.-.,___-w._....,,wM............ .--,.,---�-.. I I - . - ��'�AUC 91'Y -1- �OjUAL 1UPJSJF,RL 10)JE - CT , �8 i�Y�_ �° �� T��_ )� '' J _ r \ �a y j 1— -% ,-_____,..._.�.._ ,,_.__ _-�_.... _ _ �_ _ _ _ f �_,•.-.�. t/ j O Y11.1-� E E "F'f �� LAS UEL �\,,k ��?-� :. Pl4l`�EP PLAU(`£U PLAUa)Ei7 P �r o ft, z / O(J �) OF l't rU T 1 T f/l 41 PHA.''E X PHA;}E IL PHASE PHASE_ o f �� �� (WANE IJATEi2 i2.�Ai��Ed�T FAC1LlT�') LoT AREA 80,OO�S.F, 31.41 ACLS 31.41 ACRES i 31'41 ACS`,,! 31.41 ACk?E� ��` / \. \ r, �? V _,_-_ - - --- --- _.•._W_ r Q" s I �J � !\ � �` , r i f . SOT r, IG' 01 � 3 FT� _,__j 93C.2.3 FT. � � SITE M � � ' �� �� TH 10th FT. 93 z3 FT, 934.2 FT• 93p.2� o \ N ��\ E'°Jt� ,`� 359 1 t F'K�4AT `t'A1".D 5'"J FT. .II,SFT •Rni-oc, 1,4,FT FGJP , 1A1TT, R �c,r r 1, k I�t !/9 Ov . Q I ? ___- ---- -- . _ _ I'F) k 0 j ,7 f F % L T �- O A�"%, ':. '/t Q\ Q h i i >LDc`CD - _ ECILDU : O+.DIt�(. $fes. - ' 9, .. fJ .� t `sY , �. } % `, ,Q, tiU OTHEk LAUD`_:, OF PIU - P -OW LIMT�p PA12_T/CF-e IF rti , SIDE YARD 30 FT.^ 53ffT. 2 tltmt.SE' 53-f T, tviLvD°t5$tFT,Fevipciu.a \ `,'\ eco ; �( M � )-/ � , I r ��� { � - _— -___--�----...-..T__ t - � I��\� 0 �' 1 � 1.�. -<-=!,�Q-'� 8 FT. f i .—_ Bl1tt_DILTG •j F.'Jtt.a7tf• Ey,,p1:UC• IV- C.,\ Off` /`1% t?EAr- YAIP-0 -50 FT. ITS`-FT-$`°Pos` iioc-c,'"-T•e-'""` I.lti�.$wwtoc d1cZ-FT,ac_ocose.� �' �Rtv�Dl 0C,e rJ�J.,\''�_ / �, /� Q\�i t I + Pe -,POSED ` PR7Po .ii pROPo jf u I CRcPctSE • I ,gyp t'U1LC�1�tC� xUS0 5C FT. `45 -FT. r, 45tH 45fF% + 'j 0� C') t D,A R Battcs,r} av,�ot�: 4j �-F1•eta,�Dtu tj �/ "—Ro-^i�_ �, :J - a.o / * % \� E`er. _ — l- � i C✓ 1 hG �j nT o A" -'-,, LL o ALL o ALL o All 2\ T /, (%� ; . � 1 ��� r1•�\}i, Ar. T. W,tI _O_-/ 2.4 /q gV5LD1'.F�i �2.P�/�E'', l.Di x'._- �•% /OB+T-o1x}(t� 3..J 1'7 $;,tyt.�");, ! �� '� �'! 4 fl �•� I W-`J1TE 1°AK'_Y-"Vl' 4 H PACT f 58 5PACE5 ~ Lam€ ",F j l U -SITE PAIT (7 4o s sf i Ss SP;cES pJ__t s ti . p'� �4��j , a t 11 - a -----'r'----' -- I't A,� C)o -`' bKiIJ< PHAS.. = I { - I A n fir/ \• 7 Ito c•\ J �5 J3 ITE pA,_ - 40 S?AGEj' f 5a Sl acs, I� o I q ' �� PA LO -t AT to L ---- --- ---__ ___---�----.�...----------___— rJ \ / W `r I. ,�°°tJC S Tt?4�C.Y-_ r_>Q? QArZOU,0p AR.r- A / `. _ � U -SITE iAE.K U PNA''E:.=_ � Sv``� rLD I `, , � . `• r I xs4 SPACi S 5'! 5 PSC ES }i©� ' d Y1°Qq6 / y \ \ 16 / I �tI-.'►TE LCApIII" 3 SPACE51 aP�C` S 6 5PA.CE ! 6 5P,ACES (e SPACES W � , i'r `' } G Ali! C - _�\1\2_ . � � r' �, 5e1 � �� �t~'SNI rRGIjT YAkG VAP(AUCE GRAItTF.D FP s Er�BE4� tG� ,i �7� • A A /� A i .., �Eh / V,, �,� t 6 '"..c �_:'p,_ OF PI' K ROW LINIT�1� PAK'T �'._ t C) �a,wti F a . �, pTHEl2 LA .. r.,.. ....,_-.- _ r -- -- ___ 5C ALE V -Z000' \ / 1 ,5', `q . I ., . e+ o j-� °etc t;,`A, �h' p- .___ _ i u; ! 1. Partial boizndsry configuration and data taken rrom plan titled "Plate F howin�7 Propea ties of pink Row _� 0 3 r 4..� / G,�' . . c _I d e r 4 ;4, ��. �p ,� /. Limited Partn1 r.ship and :3elen C. Kirsch Conn. '�2oute 32 and P-nk Row (old rTorwich-2Jew London Turnpike]'i A •, 4 , sr P 6s J - ,aeptember 1981 Farold elling Engineer Norw.� ch, Connecticut; `p 1% r 151", 41 Rp! a� ° �A� G_�' o F s Horton Cove Montville Corin: Scale 1 "-100' �' c.; : 7ti S 3 cc aoG ��___. ��, __ - 9°� v `SD'_" _� \� �,�lh� 4` x _�► > Revised to July ].984. - . y � " °' "� "I S_..-5• =�'; Q. ,�, �� �' �� �� 1.r� <', `� 2. Elevation datum: U.'S CoaCt & Geodetic Surve �� e . il ��' t* �'a° �,� ! e � - �,P- <* R e 3. Topography in area of proposed hopper -truck ramp not shorn. Field conditions change continuously. a ,,' -I "h1. - `; s� _ - F t ti. -- -- ,,`., r� 4 . Limits of existing bituminous avement are not shown as h to '`r �� y ,11 .; roN 5 _ �� 6�„� � o ) to # P t e re�ence of equipment and storage of ,, ��� S,; oti ? .�oct ` r - �e 9cr ` ! / .�q O Q materials makes it impossible to determine accurately the existing r;;�,�` , The Contractor must determine C/ 84, • , <� _.$� //"� o- _ <� #3, ) ` /'/ / Q I the amount of bituminous concrete' paving necessary 'in the field. 4 'Q v w �� ,� Q r,. fhti, S ,`�. �, /i / !i/ �/ mss' F'" 'I O -b i ,,.- ' /-2/,/,;/ I/ /��� �I x / H K�4 3 � 5 � It is, ,not the inter_t to guarantee that any of the underground utilities are as shown. Also trete may bc=" "t O .� additional under round utilities ghat exist, but are not shown. 4 \l a K, k r `, 'S S� % O � 1 , 9 N 9 T �1 ;' °P1.TC S s '� W 6, --36-- Existin round contours; -fir vJ r ; ` %4�� �� •\ ,rf %o�, 4 I W a q g --42— Proposed droi.nd contours; +47.25 Pr.o*�osed finish grade. C�, FS o tit c<. ` 4� /r', r N" L I I 7 The c?esi n of the roof above the material hoppers is to incorporate the dumping angle of the nater -'al- `d 4 "Iti• \' , \ % .CQ' eE o4 �, " / ,Q' Z,'' / :, „ ' It \ • ' , C I I F + s g , ; - ` ���° ��rH2, , , , u aliers , g ppers are to be as weather -shielded as possible-. i , '� r,, � p_ trucks considerin the fact that the ho w k0 %'? ` I1. \� t�' i°' f, x P r,? o�;. r/. iC\)�p V i �� e. „ \a. �.P ,� rte, >o O J 8. Extended foundation wall elevations (cast tide of Phase I Proposed Block Manufacturing Plant] to be I `�' ` tL ,' �,F ��1 `°�� P I verified by structural en • .11 rim ti�°w"� Q4 tiggy" - \'�/ ` � ` ,l,,.0_ gip Q°�; o� / e �� ,,"4 �- r'>k + 'C �X 3 Q 1 n e t'r . ;r �,�C, 09 y�'T\ %�J <��ti �4 \ ,��ooy �° �o°�'� ewyy '� �� a,ZP��p!\,p��� c.��' ! Q R�� q 0 Y 9. Pervious 'gravel backfill to be placed against extended foundation wall. Crushed stone to be rovicTcd ¢ '� �` " l \ , ° " '� 45 00 to elevation 47.50. Existin earth bank easterl. of extenced foundation wall to Q ,av w �o / o �. ��:�. ° % .L t`e ► o ."-- ry 'J S1L t p i r , c ><, - \� '1 y cP 7- } .from elevation * e¢` a tr o .tr2 r \� . / ir,. 't c,'1�� / 'J c °. ` u' C� - •aC ( , g y �� FAN t" t� \ � \ / �` / 0", m `' <o' \�., Y 4 °° �' " ,, / w be graded southerly. I - �o».. a �' T I ,/ (�`U !,\ Q, O r Jt p.3 i i T 10.'• ^ �, 3y .o �� Ott \�; /o �% / - �" of °n mom` ,j. ; Retaining wellI , northerly side of hopper -truck ramp to be reinforced concrete and/or reinforced maso.r_ry , °\ ^ DSI J� ~`�E^� jcm (39 \,°\�- t 6r°/� '� C'� C' a• 1v� % tL blocks. r t , `a'v S1. V V� G �`,+ \\ \o �cy,'.i " \ O ,/ 'Q� f •Q',; - / t< f,' - 'x 11 .s�,Vs• Q\a, .''��°a ��'; �,/" \ bvh �1 \Cy Q �a�� �° i �e, '' Q q CD 4 11. 'tie existing 3 catch basins (and pipes in catch basins) are to be cleaned out. - I - w t,� A;. S \� ` / 5 eP P° t 4 '12. The existing 10" or 15" pipe outletting the most westerl catch baIt Isin on-site is to be reloc'ted if -- II, 4'0k � . 1,,%.- /� ', r <a \ s, ,d�r� / ,,a' � any conflict ami^es from the proposed utility , (sanitar water as construction. - �+, ,I-, , 4 ��Ip Qv a �Q / . ,'K \ l r�� a yi `��6, `, `�. �( ,. // 1L J i - .. y r ► g .._ _ , L1~4° �. `n ` �' ��` +��, \ `r ri SPC 4!r A21 �J2 f V meq` l ij� It�, / � . ,ta 4jm •9' °„ �,V + G�. ,:;, a �+)a 1a y rI" 1•1i' �y z '19 1 / � i /r; _, tt' / l-^ . �,>,, AP • Dy ,�, , _ \ ".tt11e i 4 � r•V4a,a -. • '7' � A ''r, / Ll I ri. ' 410 / /^ / �- �a, t /j'1 t.C- l , i i'- O .. 11 ybT \ 4).f'- + o i`\6r � �I/ �� % 4'�h<t�,itr'�Q� .rr .. 'r• Q`t�\p OJ 7 `�` / / / l Com' � � .. - _ - _ .r" F ♦ �?• / %/ _/i gl � J ry u , Iii's'' f A, , y •, �� ` /!! l ,�*"P U �, ,, ,d - p,, c-fr ,.,, E*`a �t P•_r C.t; as x <:.;;„ " vs �, !t` i/� + /., -,, �/ I. 1 a+K\}•` :x , , of , . 1 ..t 4 / 1 ° f „ ' o s;, a a` a , y� _ 1 6-`1 Baca 4•'q �° � - . a_ r* � . / �.� ! 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