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HomeMy WebLinkAbout92-37W_PLAZA AT BUCKLAND HILLS_MANCHESTER, SOUTH WINDSOR'r dW✓ • �,-I�NE I / J I I I r Ir r " r I lllTiO.`•aO�i�•r / - - I so. ':-''DER �- c i µAN . -, . - .� 1 -.'�� -r �l c y,.M (41 r I KEY MAP . NOT TO SCALE / TO •.- RES ID:NTIA L .A' -PARKING G'OSS LEASABLE ARE = 336,106 -S F SPACES REQUIRED = I 44 CARS 4l ,n00 of G.L. . ) SPACES PRO V E D . • Regul 572 • Han a 33 n 1 -1605 t, , I A _ x 0-wn ot& SoaM W LS40 UXL/VAN AVtkUS • SOUTH W-MOSM CONM. ee•re • AMEA COO[ 20J/a.4•SSn OetoWr 20, i!!2 Cn?rPIRD XXTL Downeast Associates Limited Partnership c/o Attorneyy Barbara C. Magner Opdike, Rel1Y i Sp•11acY, P.C. . Suits 2400 on• Put• street Hartford, CT 06123 Dear Attorney Magner2 Res Application !l2-37M, llasa at Bnekland Hills At the October 19, 1!!2 regular meeting, the Inland Wetlands Agency/ConNrvation Commission approved with conditions Application i92-37M - IWVCC permit for the construction of a drainage awal• on propertylocated west of Suckland Road, south of Smith Street, east andprevis on Mlane1rt�rsd� a1�,oJenNasi x11Ur�ydated�,wqustn31as19B9� id t�lirougAY0ct2»r !, 1992. This appro►el is subject to the following conditions2 1. Two blueprint copies of the entire set of final plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within iS days of approval prior to any construction activity on the site' 2. Construction activities shall be subJ•ct to LAa approval ufl the Town Engineer. ld harmless the Town of, - 3. Souapplicant shall indemnify and uth Windsor against any liabilityowhich might result from the proposed operation or use. • 4. The permit is valid for three years and shall ,expire on October S. All approvals required meet be obtained and submitted prior to any activity on the site. S. A contact person shall be identified directly on the final plans. • 7• we submittedtothe Planningea zoning CommissiontoInsure compliance with the erosion and sedimentation control men anrea. . t. As agreed on by the applicant's representative during the presentation, Upon approvallNttlement by all local Boards and a ap�plic+tion�lll�lSMaaiinvaliddpermit �a t shll make !, The plans, as submitted, will allow a significant number of acres to be graded and exposed at one time. To reduce aro.sion pot•ntiIll the site shall be developed is phaNs. Ro more than S acres shall be exposed at any one time. the developer is able to obtain the nee•ssarY easements to construct and maintain a piped system from the property through the adjacent residential prop•rti•a on the north to tie into the existing pipe crossing of Smith Street, the developer must toavrt the stilling basin to a detention basin • and •131arge it to a Pose which will provide an outflow that will result in the height of the headwater at the low point of said residential properties being equal t or less than the street culvert.uThelddeveloperTation athe shallisubmitlaefinalhdessiiign aact ion of Torn which Splan will pan subject t the s D• for a piped system as shown on, or similar t, the !2 Engineering Plan •AU.tazsute• (shNt U, revi sed 10/9/ ) from stsmlw discharges ter the that such led as net mod ifi ++r! oa basi n. detention the d• i tl t0 the Pd directly site use Y in piped 11. The at tached Octores A! 1!!2 comments fr om J • C. lass etta Sown in q Saeez shall boaddresse d and appropriate roPz Sate changes* •s , with regard t0 these COmm•aLs ,+hall be made to the fi nal plans. constructed and shall be cons Road Wheeler MAN bars along ma terial t the • exc avation oa and remove for stabilized stabs from th • South Mind portion rt ioa of the site. t the lest that ref on the Sant t incl uded e shall be P 3J not be event ually etention ba im • will tv Y •t ra sedisle ntatioa/ d f expo n rede signated ated as a • east erly direct ion and 9n t th moved slightly Y sow g ntioa basin. eat sedasee tatioo/ date permanent }y trul f . Y your -J v fl.L� t� (/l/' Z t �! • EltsatSetb A. Marra //` . Chairman r • - W:... T:.. ♦. N D S U W1 �� :'a 'i t . u •yT.Ty .N:A::Ti so .:: ����::. stir _ �Aaa / •/I i "I ,;�;i. 2 / ..',Kf-_* 12 <<,;.: ' /,"i, i I / / ':aM1a I // •< . r 7 D A L L 1 -� a N p .'eel . < U r EEB N •:;x:r R J GR - 0 A S - wT;a' / iff M0. •:i�Y:T;; a /: / I /, `,1 l ) :•.`ylv a4na It 1 � 'Y"n`••��• / TS < vS�• Cif ,� e•::...: / :tom , ": I " . "N Z-.t.- , .. I.' 4.-A" :. Y :iY? . / / f \ J - 1,. 1, Y' .t 1 .1 // � 1 + T;w yt¢4 .fit• :S t: / :a jg�., ' I /NI � 1 - t: yC H:1tiF UU A , +� 4" ! Q B ED ( CN [ t q. 8: a: ... - \ aL4MQ' . IRE �Ii-�"C ! :•: TO JC•PENN Ey RING ROAD DIST• CENTER IURNp1 EOLLA�,D r *.*THE CONTACT PERSON FOR TF'IS PROJECT IS ATTORNEY BARBARA WAGNER WITH UPDIKE , KELLY AND SPELLACY PC. TELEPHONE 548-2635 I 0 P t it • a x 07 ... 1111111 .... ''. ... 'll""I'll,,,'ll""I",....... ,,,'ll""I',,,'''ll'',,,,,'','ll''''. . a . .'* . P� a.... 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I ' \GB t,� /; r �, :: I SEE o, �uaEY t° _____ ✓/ I• _ I':G, r I C e \� r� IJ '..:1 / •Y• Y.,•';ik' '���r - 1 f �c1ry 5f �� �-�" �`^ 1 ~L TO F'E /r��7 1 N '' *0 I IN ARE'1 �-^ ''J� T '.. - 1 D,FrED / } i 1 I F F• PLANTINGS _.-a!• vri'• c- '' r' •-" _ I L< � ) ' L. . ?y f'' r' cv �.,a' �l -• 'sNEE'./ I w1YN pE h0'' I ,1 s _ �,' --� I \ 1 I til ` •`"`.. GALLEY 1 l \ It ! I 11 1,, \, ,t �11 PEN,4E'rFG'�0 \ \ NOTE . �ah(F Rl60 LIRN-,1''y,� \\ \ !. CON,r.,'=RCI!`.L BU!'_DINGS SHOWN, !NDIC; ATE THE TYPE b�GLLr_,� \ \\ ,,��D Y!X Dr'.SIRED P NID ANTICIPATED. FINAL \ \ DE'VELO-• ENT MAY VARY. \\ \ 2. SHADE AP TA R E^RESENTS INCREASED PAVEMENT 1 �H ICKiY" :1� 'RUCK AREAS. SEE PAVEMENT -DETAIL 4Ppr,OX1IW14T \ \ LOC/,TIOr� E ; \ ` r:EM! PROP OF \ 1 \\ \ 3 THE BU!LDINGIS FCOTPR!NTS, ARCHITECTURAL TREATMENT - I SU�PERTYERTy LINELINE, 1 1 AND MATERIALS FOR THE BUILDINGS CANNOT BE REVISED jr^'ALEROAD DESIGN. AND ZONIN' COMMISSION FOR UNLESS THE CHANGE� ARE RAPPROVAL O THE PLANNING _ - I4 !.�•10.9 it�::vISED SHEET ( 1, 3-7) - ! 3 II 1 9; GRADING/PARKING F�_ -- ----- - -- _- .----.-• ._..----- - _'-- -- --- . - - - ------------ I 1 3 18_26_9 R;%,✓ISEL SHEET (1,4,6,7) 2 IV7/89 ;GRADING//8LDG/PARKING ---i --- - -'---- - -•. -. ------ .. - ---- r- -�' -'r - - '.1 - — 1 I _____ _ _ __ __. __ _._ _ _ 112 '.8/1/91--I--.---;REVISED SHEET 5 - !; I 1_0/2_0/8_9 GRADING/UTI LITHES/ROADWAY F- 1-- - - - - - - 1.' ' -/ I --- •- --- — - I rll '7!15/?ljR..:. VISE SHEETS (1,3,4, 8, 14) ; :No Date I — Description I _ ___ _ ___ ' 'IQ 5/13/911REVISED SHEETS (I 3 4 9 14--17 a l9); r-- - Revisions -_ . I 2I •92 Revised Shee+s 3-9 1a-24 30 S ------'- _----_-_. _ r------ I_ , , ) 9 4/30/91;REV1.IED SHEETS 3,5,7, a 8-12 I '1_-__ r- ---- ------'--'----'--.._ -. .- ---' -.---' - d -.- -- - - --- p.1n11faa 119i1-0.9.92 REVISED SHE (1346-1( 1418,1921-24` 8 i2/I/91TGRADING/EL.DGS/PARKINv i' i 40•o •C0h&,r e,, '18 t9•II.92i REVISED SHEETS _ _--_—I 7 S/4✓9013LDGS/PARKING j' .�.. �'' "''< ---* r17 t3.17.92 I REVISED SHEET (I 3-12 14-22 ) _ 1 . ~�� �F' ;7/16/90 BLn�S/PARKINGI i . ; o '� r- -- - -+-- - --- - - - - -- . ---- --' ----;r----------'--- t ( 1 5 5/16/90 8L.^G/PARKING I I '� "� 't* . �16 2�7�92 REVI:'Ep_SHEET _ 5, 20_)_ .1 T _�--.-.—. I.1 ' , I ,,.; �15�9'19.91 "REVISED SHEET (i0 LI) • 4 12/18/89 ELDG/PARS<ING i : ti . Hrt. t-, 1 cr _ _. - t -- — 1 I o _•_ R.tffl�ar•. �NoeDote Jescrlatlon - r INo. Dote IJescription I j 4 4f..�T;•f1f ?„ _—__.._ •-- Rua sir^s Revisions t' 1 -z ®,• ! MAL ' Au•aI'� R - ill LIST 0' F DRAWINGS SHEET TITLE NO. I GENERAL PLAN 2 LOCATION PLAN / PLOT PLAN 3-9 ENGINEERING PLAN +� 10-16 L'AYOU T PLAN 17 SOILS PLAN 18-24 EROSION AND SEDJ,',EN-I'A'-ICN 25-31 CONSTRUCTION DETAIL PLAN A DEC 17 1992 ! x 0 South Windsor INLAND WETLANDS AGENCY( I CONSERVATION COMMISSION , le �t.ade �er��enr L' d6*&ea r--L,9 ere— — 1 1 ! I DrCv__ . -;. (. i ; Consulting Engineers, Land Planners & Surveyors i j Cr cxec+ G.G. I� 1 1137 Silas Deane Highway Wethersfield, Connecticlit 06109 ( —_-- ---', . ! Date f1_3i'89 GENERAL• PLAN -'--) i Sheet No. PLAZA AT BUCKLAND HILLS DOWNEAST ASSOCIATES . of 3 1 1 I I Job No. MANCHESTER _ CONNECTICUT File -No. , • / It TOWN OF SOUTH WINDSOR ABUTTING OWNERS � MAP NAME Smith Street 1 Paul, Kebalo,Et Al 2 Walter P. & Lu yna Kebalo 3 Mararet R. French 4 Walter Jr. a Judith Kamfn 5 Aaron L & Karer. Johnson 6 Mrjrjorie Marquis 7 Annie Y. Goodrich 8 George C. & Doris Royce 9 Lorraine M. White /0 Robert & Beverly Hayes 11 R-olbert J. & Beverly Hayes 12 Ray T. & Janet Boulet 13 Catholic Cemeteries Associates of the Archdiocese of Hartford :10 Leo & Mary Ann Gauthier 21 Joseph J. & Frances T. Gancarz 22 Willard & Claire Dufour 23 Downeast Associates 24 Emil J. & Lucille Boutin 25 Gene N. Beaupre 26 Michael F & Claudette Sansom 27 George A. Gilbert 28 Theodore & Betty G. Gill 29 Richard W. a Jeannette D. Haggett 33 Marc Jean Jacques Buckland Road 14 Bucklai;l Hills Development Partnership 15 Manchester I-84 Associates Limited Partnership 16 Mary A. Vanrick, et. aL 17 Mitchel M. Slowick 18 Gurrie A. a Barbara R. Fondozzi Pleasant Valley Road 31 Town of Manchester 32 Stanley P. &?Marion E. Baldyga 30 Nazi li 1. Ahmad ALL ABUTTERS ARE N/F f i i • � R R q�o 1 4 1 7 , 5 p;I 1 8O CI 10 % p I I 12 o o � Q n o 1 EJLJ ED 13 SMITH STREEff / .�, '2p J S A04'-5f's5�6go r£3 � — 'ram �� � � � • E. s. rf.ls, ' '\' � \ 86�42-II�E x // % fn5+ •LDG 1--- l \ `- El IS �'''IL-32�.. 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L•-352.54`-� \ S 85 47'35 W 183.36- II / 33 / 32 f \Ids 501 \M R— A31\\ •E _ Sp01 Nc S E� - p�� ' \ K� = 300.00, _ ��62 5X43 �Y� 167.3 9 /�' r� B 5 µp 48 , 00 -/ \9�'9 00 L 5, ` / �, i co1 34 GQ -` ,ss �S 6to 19, 30" W ( 3.53' ` r o O O S Zg RR/ �o 5 . ` 39 500 RADIUS LINE 40 �NOSo ��It "� 37 38 41 042 43 44 B3 47 Z 45 = 46 I , SOUTH WINDSOR ZONING 1 RR RURAL RESIDENTIAL.. AA-30 LIMITED RESIDENTIAL MF- A MULTI— FAMILY DC DESIGNED COMMERCIAL MANCHESTER ZONING RR RURAL RESIDENTIAL B3 BUSINESS III B5 BUSINESS V C.U.D COMPREHENSIVE URBAN DEVELOPMENT I I INDUSTRIAL No.1 Dote Description • Revisions SITE DATA SITE ACREAGE = 92.46 AC. SOUTH WINDSOR = 55.95 AC MANCHEStER = 36.51 AC. 3 9-11-921 ABUTTERS NAME 2 2.25.91 TOWN COMMENTS I 2•IUI 91 ADDED NOTE _ ,.Nol Date Description Revisions �t�r",'N•, 11q 4 No. 4142 t 9Z/TLRt�Ir� +I` SS�NAL ft�C' I y..- TOWN OF MANCHESTER ABUTTING OWNERS MAP NAME Windsor Street - 34 Edward J. Bride Et Al 39 Marilyn & Leona rd C hmielew ki 40 . Mona M. & Rayriond D. Sullivan 41 Elaine P. & Phillip T. Meek 42 Roy W. a Karen L. Culver 43 Karen F. & John Botticello 44 Albenie E. a Muriel D. Roy 45 Jonathan L &M 3 46 Elaine M. & Rayi pond G. Smith 47 State of Connectiimt Croft Drive 35 Robert & Kim M. Francis 36 M. Jane Zerio 37 Peter & Helen O. 71aezuk 38 Ryan S: & Kimba fy H. James Pleasant Valley Roac 48 Town of Manches.er 49 J.C. Penney Company, Inc. 50 Rrcl.ard P. Mayes 51 Exxon Corporatiol i Buckland Street 18 Barbara R. & Gun -ie Fandozzi Buckland Hills Driv; - 52 Manchester I-84 Associates Home' Depot USl1, Inc. ALL ABUTTERS ARE N/F �j •/% I Designed ,c,�, C�. Lvac/ , )enaen. � elYe' Zt Drawn J.s.P Consu!ting Engineers, Land Planners & Surveyors 1 Checked K.G.K 1137 Silas Deane Highway Wethersfield, Connecticut 06109 i Scale l� = 200 �— Date B-31- 8'9 LOCATION PLAN / PLOT PLAN - 1 Sheet No. 2 PLAZA ATBUCKLAND HILLS DOWNEAST ASSOCIATES Of 31 I Job No. 5805 S MANCHESTER SO.WINDSOR - CONNECTICUT. 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E a 0 - J� R P \ 0 1 I I / G \ �3 '� .�Q.l ..� o: ..�.0• ,1� , ,�;t ,-• __ - . - � �1 --. 1 � \ \� \ \ \ ,• I ♦a, ,.50�/ \-o ._ � _ 1 \ F,41, 6 _� / b ' '�♦ RGQ / .,C-` :� ,Q _ - - r\�I' 1 / , \ ! \ 1V \ _ - yis�y , a \�• w , ,7 o "� f: `\ �•` �♦ [�G �/ ?iD ' (�r/ / ,' // Ot ��I•� C 1 , � / I - \'.r'� / f ��/ ` ` I - \� �\� \\� �/X �'� c,ri x ` . y ro X \\\, g/ r I / G / / -- \� /g-�p,\.1, • , } t Ma\\_ __-_ ► i l+ STORM DRAINAGE / SANITARY \ '� 0 , , - - '�'� / /� 22 /♦ \Br�Ft 5 ,��' (. �,� " F2 \\� ' ` \ \ -� -/ �'\N� /PQ� \6 %'', ' C�Q " \ ^ ,\ / T F. 146 80E "C-Le TC�B. #14 TYPE "C" GB. #28 TYPE "C• SMH #lA a / 0 �'j)1 \\ M1 1/ S�I�• / // ��.' /I '\ \ ' '�R/ i \\ s _ _ ,`� �E -c� r � b Q ,�� / � ��� •� + � I 1 ,°, T.F. 137.4 \ W `�� 1 O i / I I N ' - / + -- 4 S \ \ .` F.L 136 21 24 F.L = 142.96 F.L 136A8 1 F.L. 133.42 T.F. 142.9 ± F.L = 13739 \\ _ 2FJ C.B. #1A TYPE "C-L F.L = 135.27 24"S B. C.#32 TYPE •C" H (�p►M T.F. - 142.5 F.L =-137.00 6" EP) T.F. = 143.45 SM#1 \♦♦ vQ o / / ♦♦ \ ,i• i/ VV - \ i -s = ( F.L. - 139.47 1 } � G Q` �j, �g /- l I a / /'" � / QO � A • ` F.L 138.86 15� ♦ 8` O • �0 6 2 O �J ` !'� w `r I �/ �/ 'FF' `' 1^ , ' , "' \ F.L - 13859 (1 ) C.B. #15 TYPE "C-L" . T.F. 'Nr . V I /1\ d- a OC,P 9 T.F. - 141.0 C.B. #F 33 TYPE "C F.L = 13637 .' 3QJ�`i G� �,(�!�[' t . \. ,i•- �#tF �. �j 1 j r Ct / �� �L \ �/ , r 1 8 I C.B. #2 TYPE "C-L• DBL F.L = 134.25 T.F. = 143.85 i S� .\ \ / W .\ FAG- �' r I �\ I ► Q�CJrG�,N�Q �' 1 �y Q - _ _ _ 5NE \ \ \ I l ( 4 + GRATE TYPE It F.L = 139.31051 SMH #2 { �T.F. - 141.25 C.L #16 TYPE NO F.L = 139.04 (18') + ♦ C' �. Q '� +Y 1 O N Q �% 6 F.L 13727 1 T.F. 139.87 r - 140.8- ` 7 T.F. \ ♦ '. 0, p� R / / ♦ l) 0G\r N -(R� / J R �P �� . % \ 3 F.L - 136.75 (24") F.L - 135.63 1 ? C.B. #34 TYPE•"C �.., . • F.L - 135.17 F.L = 133.89 24 T.F. = 142.35 SN E I ' rj C.B. #3 TYPE "C-L• DBL F.L. = 133.353Q" F.L = 138.10 1^' SMH #3 ` \� .1 �. ' �� - / �. P'(�Ci ! ,�! - / - - - 1 \ GRATE TYPE IT F.L = 13756 �24"; IA =" / N - I 1 �' �' F. 'yip' - _ F.L.=135.19 24 T.F.= 14050 ",. • ` T.F. = 141.1 1 \ ? I , G .� \,`tC \G 1 i g -R (L _ ": - ' - _ _ , (') C.B. #35 TYPE C-L a ., F.L. 134A9 T.F. = 140.00 C.B #17 TYPE "C-L• * f 0� R r ' �� 5\0 \3�f = I I $H E E'� INDEX F.L = 134.11(36) F.L = 137.38 T.F. - 142.0 t tr \ �Q - i l ' '� _ .�� G• /' " �`��� // % 1 ♦ F.L. - 13Z44 SMH #4 x , . :•. ." ` � C.B. #4 C.B. #18 TYPE C � J•. GENERAL N SPECIAL STRUCTURE T.F. 139.87 � \ _ \_ NOTES FL 11335.52 (15• . F.L 13s.69 s T F = I 0 ± T.F. 140.9 � ` ♦t1 \,. / w • , ,, Q�R ' -: F.L = 1.34.71 24 5) C.B.#19 TYPE "C : SMH #5 329 r r\. 1 In �,. i , - - i \� / \�\ 16 \ A?PRE-CONSTRUCTION MEETING WITH THE ENGINEERING, WATER & SEWER 1. ALL MATERIALS, DETAILS AND METHODS OF CONSTRUCT70N S F.L. 135 36 24"N) `T.F. 140.7 pEPARTMENT IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION CONFORM TO THE TOWN OF' MANCHESTER 'PUBLIC IMPROVEMENT \\ \ \\ - �• 8 N r '' '' / '� %' ' ' F.L = 13231 36" F.L = 136.72 C # 36'lYPE �C� T.F. = I41..28 I A ,� \\ \$ �' NG: .� /� N�-� \N S i ' �� /� /�� / i���� - i \ACTIVITY. SPECIFICATIONS' DATED OCTOBER 1985 WITH LATEST REVISIONS. .L =13 48"; T.. = 143.43 t I F.L = 132.89 F 123 'If C.B. #20 TYPE "C-L' F.L = 136.66 j \ \ / , �GO LC - /- - ` .�• S FS�G G •Gv QQL /' ,' �/l l' i % " 17. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ITEMS NOT COVERED BY ABOVE REFERENCES SHALE. BE IN CONFORMANCE • \ \ \ /e� ". pjG r / d N / / / ' ( ANY CONSTRUCTION ACnvlW. _ C.B. #S TYPE "C-L" DBL DBL GRATE TYPE IT SMH #6 `. 2 - ` GRATE TYPE IT T.F. - 139.80 ' l Q STANDARDS STATE OF ROADS, BRIDGES AND TRANSPORTATION T.F. = 142.60 F.L = 13550 C.B. #37 �' T.F. =-I42.58 �.\ \ 18. PRIOR TO ANY TREE REMOVAL WITHIN AN EXISTING TOWN OF MANCHESTER CONSTRUCTION FORM 814. F.L -142.6 48' F.L 131.64 ii/ �i'' ( GREASE/OIL ! _ \'F QL\N� y- SN I \ RIGHT OF WAY, THE CONTRACTOR MUST FILL OUT AN APPLICATION FOR F.L = 128.75 (54) C.B. #21 TYPE "C SEPARATOR & TREE REMOVAL WITH THE TOWN TREE WARDEN. 2. STORM DRAIN PIPE DESIGNATIONS T.F. - 137.39 SEDIMENTATION SMH #7 ' \\ \\ \\ `\\ �`"�3%, ✓''� '� '-po' i� C.B.#6'IYPE C-L•DBL F.L =133J0 15" STRUCTURE 19. TOWN ROADS SHALL HAVE GRANITE CURBING,LANDSCAPED ISLANDS SHALL RCP - ASTM C-76 RELNFOitCED CONCRETE STORM DRAIN PIPE GRATE TYPE II F.L = 132.17 �30"; W/ TYPE "C" TOP T.F. - 141.7 ± w . \ �\ ��• / N� y� / I R� .�'(� SEO �i �� - 1��` \ f I HAVE 8 CONC. CURBING, DRIVEWAYS & FRONT OF BUILDINGS SHALL HAVE 6• T.F. = 142.35 T.F. - 139.6 \ \ / o / �• PO Q % k \ 1' I, I /� CONC. CURBINQALL OTHER CURBING TO BE BCLC.• e F.L. 130.12 3. ABANDONED PIPES SHALL BE BULXHEADED WITH BRICK AND MORTAR AT F.L = 126.77 54" F.L- - 134.81(24.) • F.L = 126.23 (60"3 C.B. #22 TYPE "C FL = 134.2?(30) SMH #8 \ \ O �p .�� / - P�2�//� % ' ��' \ 1� ` �� t 20. CPEP - CORRUGATED POLYETHYLENE PIPE ALL OPEN ENDS. T.F. = 14050 C.B. #38 \ 3 • + v / 0 w` '� % i / 1 \ 4. CATCH BASINS SHALL BE SET TO DRAIN ADJACENT AREAS. C.B. #7 TYPE "C DBL F.L = 135.78 18" GREASE/OIL' ' T.F. - 142.2 ± \ / �-( �./ / N �L A\� `' / �/ r 21. ALL ON -SITE LIGHTING SHALL BE DESIGNED TO MINIMIZE THE AMOUNT OF GRATE TYPE IT F.L = 135.24 �24"; SEPARATOR & F.L = 129 38 1 \ I R, / N / R // �ON� �I / LIGHT ON ABUTTING PROPERTIES. 5. SANITARY SEWER MATERIALS AND CONSTRUCTION SHALL BE IN T.F. - 139.64 SEDIMENTATION \ �c ACCORDANCE WITH THE TOWN OF MANCHESTER STANDARDS AND F.L - 124.89 C.B. #23 TYPE "C STRUCTURE 'SMH #9 t- / S Q ' X� 22, ALL SIGNAGE TO CONFORM TO TOWN OF MANCHESTER REGULATIONS. SPECIFICATIONS. T.F. _ 140.30 _ W E "C DBL \ N\ PN - -� I r ( C.B. #8• 1 �% - Jsr FOR / \ \ ..l l 23. SEE LANDSCAPE PLAN SHEETS FOR EXTERIOR BUILDING FINISH. 6. SANITARY SEWER P SPECIAL STRUCTURE F.L = 135.92 GRATE ' T.F. = 142.8 ± („) / ♦ .�\�i �� FZ8 % I f PIPES SHALL BE TYPE PSM POLy'VINYI CFiLOItIDE :• TYPE II TOP F.L - 128.52 t.\N ' Q� 24. STUMPS SHALL BE CHIPPED ON SITE OR DISPOSED OFF SITE S 25. "BUILDINGS , LL/01 - LL 05 WILL NOT FORMING TO ASTM SPECIFICATION D-3034 SDR 35. T.F. = 137.34 C.B. #24 TYPE "C T.F. = 140.60 F.L =. 132.77 18 T.F. _i iq�.30 F.L = 136.35 SMH #10 / 7. MANHOLES SHALL BE 4-FOOT INSIDE D _ \ TOWN WATER a SEWER NOTES DIAMETER. PRE -CAST CONFORMING TO F.L = 131.89(30" F.L = 13a.o6 ry \ t / BE CONSTRUCTED UNTIL A SPECIAL ASTM SPECIFICATION C•478. OPENINGS SHALL BE PROVIDED WITH RUBBER F.L - 124.37(60" C.B. #39 T.F. = 127.2 ± Q _ 1 EXCEPTIONS SITE PLAN MODIFICATION FOR EACH BUILDING AND SLEEVES. C.B. #25 TYPE "C GREASE OIL F.L = 127.26 T.F. 141.60 / i � � 1. 'ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE SEPARATOR 3c I , !_� Q► P'(�' -�\ j � + \ LANDSCAPING PLAN HAS BEEN APPROVED BY THE PLANNING AND ZONING _ �iCOMMISSION. I, `' OG TOWN OF MANCHESTER "PUBLIC IMPROVEMENT SPECIFICATIONS" DATED 8. SITE IS NOT WITIIIN THE 100 YEAR BASE FLOOD. C.B. #9 TYPE "C F.L. = 137.62 SEDIMENTATION SMH #11 Rr�L r `, ` OCTOBER 1985 WITH LATEST REVISIONS' 26. SPECIAL, EXCEPTION HEARING WILL BE REQUIRED BY THE ZONING BOARD OF 9. THE NORTHERLY LIMITS OF THE PROPOSED GRSHALL BE PROPERLY F.L - 132.73 C.B. #26 TYPE "C' W/T'YPE "C•" TOP T.F. - 140.2 ± / - - SN�� \Q j • %/ �� / / !' _ \ CP 2. ALL WATER MAINS SHALL HAVE 4-1/2 FEET OF COVER COVER IN EXCESS 4-1/2 . ADING = STRUCTURE APPEALS FOR THE OUTSIDE STORAGEESTABLISHED AND FLAGGED IN THE FIELD PRIOR TO ANY WORK IN THAT T.F. - 14050 T.P.= 140.33 F.L = 126.16 - ' FEET SHALL BE ALLOWED ONLY AS INDICATED ON THE PLANS OR APPROVED AREA.C; C.B. #12 TYPE "C" F.L - 136Ss (15") F.L = 136.35 EXIST. SMH 1' I _ / , '�\�•rO / \�� Il �` - - Q BY THE ENGINEER 27. THE SEDIMENTATION BERM IN THE PLEASANT VALLEY ROAD ( ) xA \� STREET DETENTION BASIN MUST BE REMOVED ONCE THE GRADING 0, T.F. = 142.4 F.L - 136.28 18" O BODING FOR THE 10 ALL EXISTING STORM DRAIN PIPES, CATCH BASINS AND/OR DRY WELLS SHALL F.L = 138.42(15") ) DMH # 2 ' \ SITE IS COMPLETE AND THE SITE HAS BEEN STABILIZED AND VERIFY THE , BE CLEANED OF SAND AND DEBRIS. �� F.L = 1385 " C EP " TF = 141.0 * T.F. = 137.6 3. SANITARY MANHOLES COVERS ON PRIVATE PROPERTY SHALL NOT HAVE E I BOTTOM ELEVATION BEFORE AND AFTER CONSTRUCTION AND RETURN THE C.B. 2 # 7TYPE C FL= 136.15 F.L - 125.17 8")N 354000 WORDING "TOWN OF MANCHESTER* EMBOSSING ON THEM. (SON. M.H. IA, AND POND TO THE EXISTING ELEVATION PRIOR TO CONSTRUCTION. 11' EXISTING UNDERGROUND FACILITIES HAVE BEEN PLOTTED FROM THE BEST C.B. #13 TYPE "C T.F. - 137.5 F.L = 125.00 10" C L G - x� T✓ GRQ. L\N�i 2 l i > �\ 1 ! (p 1-11) u� ; AVAILABLE INFORMATION. EXISTING UTILITY LOCATIONS AND ELEVATIONS T.F. = 141.0 F.L = 132:03 DMH * 3 F.L - 124.80 €12"� r -- ♦ LP�GE"F RELOCATE POLE 4. "ALL MECHANICAL JOINTS IE VALVES, �n l 28. ALL EXISTING BUILDINGS ON THE SITE SHALL BE REMOVED PRIOR TO SHALL BE VERIFIED AND PROTECTED BY THE CONTRACTOR PRIOR,TO F.L = 137.02 TF= 140.0± CONSTRUCTION UNDER A SEPARATE CONTRACT. FL= 136.25 t / �,(E� S-(RE �- Q'���� - %��� 48 RCp \; \ ' MEANS OF DUCTILE IRONRETAINERGLANDS�SCOVELRALL PIPE AND OIBNT- TRENCH EXCAVATION. �� c RESTRAINERS SHALL BE USED TO RESTRAIN AT LEAST 27 FEET OF PIPE ON 29 ONLY PORTIONS OF THE SOUTH WINDSOR SITE, NOT EXCEEDING 5 ACRES 12. ELEVATIONS REFER TO.NVGDATUM OF1929. r; GP�� �6/ ROADWAY I MPROVc'M ENTS EACH SIDE OF ALL RETAINER GLANDS. NO MORE THAN ONE PIPE JOINT WILL BE GRADED, DISTURBED OR OTHERWISE EXPOSED AT ANY ONE TIME 19 6.17.92 SITE LAYOUT N .3540 _ Y` / % (LG" ` _ _ BY PLAZA AT BUCKLAN SHALL BE ALLOWED WITHIN THAT27 FEET OF PIPE." 30 THE BERM ALONG WHEELER ROAD SHALL BE CONSTRUCTED AND STABILIZED 13. LOCATION OF WATER SERVICES, SANITARY LATERALS AND ROOF DRAINS TO 118 6.10.91 SANITARY SEWER FROM TOWN -/"- R� P.N ;CON NS-- - HILLS.(SEE NOTE #14) s. "LOCATION OF ALL UNDERGROUND PRIOR TO THE EXCAVATION AND REMOVAL OF MATERIAL FROM THE SOUTH BUILDINGS ARE SUBJECT TO CHANGE BASED ON FINAL BUILDING LAYOUT. FOR RGROUND UTILITIES (I.E. GAS, TELEPHONE, 171 7.01.91 SEDIMENTATION BEAM NOTE -ADDED WINDSOR PORTION OF THE SITE 22 II.12. ELECTRIC= ETC.) SHALL BE APPROVED BY THE TOWN OF MANCHESTER WATER 14. FOR ADDITIONAL DETAIL SEE ROADWAY IMPROVEMENT PLAN, BY JOHN 92 SO.WINDSOR TOWN COMMENTS x • / PP DEPARTMENT PRIOR TO CONSTRUCTION' ' COLLINSNGINEERS. 16 7.15.91 ROADWAY PARKIN 21 1019•92 SO. WI D Staff _COMMENTS /`✓'�0 PO P ,'' 6. "ALL MAIN LINE VALVES (4" TO AND INCLUDING 12-) SHALL BE RESILIENT ' 15. HYDRANTS AND POLES DISTURBED BY ROADWAY WIDENING WILL BE 15 5.13.91 So. WINS 0 209•11•92 GRADING DRAINAGE WEDGE GATE VALVES. RELOCATED IN THE SAME VICINITY AND ARE SUBJECT TO APPROVAL BY THE N o. Date Description No D a t e D e s c r i p t ! o n UTILITY OWNERS AND THE FIRE CHIEF. � i,F �' U � 1 / I 1 - 7. "ALL CURB BOXES SHALL BE LOCATED IN GRASSED AREAS UNLESS INDICATED OTHERWISE ON THE UTILITY PLANS." Revisions Revisions ca-r/-A i4 4.25.91 BIKEWAY REMOVED- 3 11/21/89 GP.AD!NG/PARKING i 8. RECORD DRAWINGS OF ALL PUBLIC unLTT Es SHALL BE SUBMITTED TO THE I3" 4.17.9I DRAINAGE ? l i/6189 GRADING/ BLr�GS. /PARKING V (� 9fa.4 e )en ,fi' 1 WATER AND SEWER DEPARTMENT UPON COMPLETION OF THE WORK �. Consulting Engineers, Land Planners &Surveyors r DRAWINGS SHALL BE IN A FORM ACCEPTABLE TO THE DEPARTMENT AND 12 2.25-91 TOWN COMMENTS 1 10/2.0/8 GRADING/SAN. SEWER/ WATER �� + /' j SHALL BE APPROVED PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY �- � 1137 Silas Deane Highway Wethersfield, 'Connecticut 06109 / DEVELOPERS/CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL 11 2.1•9I BLDGS/PARKING/DRAINAGE No., Date Description INFORMATION NECESSARY TO GENERATE DRAWINGS' 10 I04:90 GRADI,Nv/DRAINAGE Revisions t - \ 9. LOCATIONS OF 6" SANITARY SEWER LATERALS ARE SCHEMATIC ONLY. -FINAL 9 9/04/ - BOGS/ PARKING Off i CONN �i� "C0)Y.Vt ENGINEERING PLAN 1 I LOCATIONS WILL BE DETERMINED AS DESIGN OF BUILDINGS PROGRESSES. 8 7/ 16 3 LDGS /PLEAS. VALLEY RD./ PA :KING o'`'�; fir,%� o; c o HN f� �,�� , �. �, _ •� : ' . , 1 - A H. Aj p . E. --` r . f r ' l� /� G • 6'1( �P - 10. A MAINTENANCE AGREEMENT COVERING THE OPERATION AND T 5/16iS BLDGS./PARK1 G/^RADi%'C/ DRAINAGE .�q;''� < _ � • . � <` I+ ; WATER AND SEWER FACILITIES MUST BE6 I/z9�o P^RKING /BLDGS i 410 I 3.PLAZA, AT 6UCKLANC HILL SUBMITTED CAND ROVED BY THE WATER DEPARTMENT PRI R TO THE _. ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY. �" ^ 5 ! / 17/90 PARKING e r . • • '� . ''� DOWN EAST ASSOCIATES The location of the underground utilities shown on No. 4142 n` d a this plan have been obtained from the best available ! 11. ALL WATER AND SEWER EASEMENTS SHALL BE DESCRIBED BY METES AND - ; '�^'• -r 2/18/39 PARKING-' ISLANDS z - o ' n:' t 4 tom•,. �a4 rt 'i� SR••VIlTERf•�� Oc �. `) .. {.G� (y r sQ •a;•' x.V.�frj� i.-. 'jY t ,�... ;s, •�'•'. 'Is'-..: . ,.r � BOUNDS, EASEMENT SHALL BE APPROVED BY THE WATER AND SEWER ,^, � ,• �'. cer �" � ,� ++, ''=T� .. ;,,,� •. t'�- h Designed T, B. Drawn M.B.B.M Checked CG Scale I° = 40' Dot* 8-31-89 Sheet No. 3 Of `3 1 source.•. a actU81 location of these utilities r DEPARTMENT AND FILED WITH THE TOWN CLERK PRIOR TO ISSUANCE OF -" NO. OOte Description '�� moo` -� ��{ �J'•-... `'' 4L_ �� o Job No. CERTIFICATES OF OCCUPANCY: • sus •.rs' N A - `~ MANCHESTER, • �, . ♦ . _+ should be verified in the field by the contractor. - Revisions_ MANCHESTER,SOUTH WINDSOR, �� 3. , CONNECTICUT file No. N L O IC, 1� % O _`\_\\__-----IZI---\` \ �`0\�� \` \ N \ \ �I 00 G E w / I ! f W / \ 1 I \ } 1 ff 1 I WI , I \ p,� /�, I ! I f / / / } I `i/ �' �\• ���- ='- —`- _ -� 1 -123- ---� _-' ,', _ '� '� � ) I \l t I ) j .� �i 162x 6 I� I \26\29 I, /y�;//// i I u � , 1�4L y � r � � / r I l / � °/ I I 1 =1—_ _ _ / •,_ 1 ! 1 / I j r1 ISM ! H i `I \, t / ' �' r% �''—T- -/ - 4-4-�-�j _J"i-�ri _ _ _ = - -- STREET + + / , - _--- _ -�\��� -= SNET" �_ -\ E-_\ \ \ I\ l l / ! / / I I I t t I l , \ ! , \ ��� 1 t SNET SNET \ _ j \� \ - \� �\ \ 1 \ I I I I i } \ I , \'my \ 1 I I I ` � \ !-�_ y� `n , \ ► ' + \ \ Jl. \ r III 1' \ \ _ -•i-•- / I / /ii \ - ♦ .-- -�NFTt-S\it \ l` ! r \ \ \ \ }.'\ \ \ \ , \ \\ -,_ N � T _l \ \ � \ \ � � '•• �_a -y / I �•' i 1 } I Ot 11 J I, \ \ } \�\� ,I� I I } III •-�� ` � \ `\ I I / I I t + \ \ \ \ � - � 1 - � � -� " I t 1 � / � + ` �II} \ `1\ , I►I \ \ \ \ \ \ . I � 111 PROPOSED �A �VAYJ,I PR(� E Ef�T } }�( \\ j \ \ } }1 1I I ► I 1, � I -. -\ \ \ I tIj 1I I\ 1 }1 ,}1 1I . !II \ } I1 , II II II} \ } \} 11\ \\I 1I \ i\ ' /1i/� 1/ ///� J I I` -lII I II I III t1}i }\ \1 `I- II } \ `G— %_,�\ . \\ \ \ \ \ \\\\_ 'l \Q ,� ,/\ Q (� _ -1-a \ \ �-+\� a l I-"11��t \w\1\\�\\ \ \ 1 I , I -� It I 1} } I I+ ,\ ; �/ / ' /'' /� \ \ \ } }II}lI}tI}l `\ 11I II1I \} ► \ \�\` \\ u'UNDER STATE -PROJ NO 132»100 FOR., CROSS SE1ION.G• SDETA� d �RIPRC)Pl LININE'MODIFIE`} \\\\\ ' � \} I� }, II 11 1I+ } 11 J /r -� I1,1 , I `� 0,:\\ I ---- I Itl� li; 4 © Q a/ `\\ ' \ \,� } I I 1 l"'�`► + 1 III 7 1 �'1 I t� I;� I I tl I� ! 1 I + I t, ltl 71 I mo_ PROPOSED' LIMITS OF EXISTING ,1%EGETATIO_ N" t 1 ► I \ \ \ } } It {'� + REMOVAL 12 5 � _ _ I ► `\ \ \ 1 I tl } } I \ I \ j } 111 p } '} ► } III I t t I} t �• I I I / I I I t, , I 1 \ \ t111 � \ } + I \ 1 \ } I 1\ \ ��n � STILLING \BASIN SHAL HAVE ODIFIED RIPR'`= - - \� \ Inter \ \ \ I I } 1 \ \ \ \\ \ \ I + 1 \ o ` I ► I I c I 1 , l I I I A I I Ill. n �.��1.1/? BCC, �1CTAl1 Cnn nonce _ernzln�l tt�.,, , , 1 \ \_ I , ,1, } , 1_- 1 i I i 11 I U I:IIVIIV\7. JGG\ UG•IH16. r"1.Jfi. y11VJJ`-Juv_I Iv��. ---- - _ _�1 \\ \ \ - . -•/� :\ \\" -} \ \ W I + l 1 I ` + } \ , \v •\ \ + 1 \� \ ` \ \ \�.\ III'-•! I ao I 1 } - lei. ET I I I t 1 I � \ •\ � -- --- -.� -------- -` .�\ \Qt@r \ \ 1 I I /� I I ' 1 } \ \ \ \ \ 1 11 \\ \ -. 1 d- I I ►. } I 1�1 t i 1 1 \ �, - _-- _ \ \ \ \ fop \\ t REGULATED AREA I I t=� / ► I I I \\� I ��`.., \ ',il ►I 59x 37SN @ \ � I ��`(' i It'�t1� I } t 1 { \ \ \ \ \\ \ \ \ , O 1 I I \ III II I} 1 t \ 1 t 1 I+ \ \ \ \ f �2-_ _ } } CJ ( 1 / ro I I ` \e\e 1\ } I �. I I t �►I I 1�II 1_\. \\ `� I I• � I 1 / ti./ � ..•, , 1 i \\ 1 1 +, \\ \. 1 }I :. ` I r �'.- I,.iil�l h 1 1 I IIII . ^..- .. I o I EXISTING VEGETATION `�_----- \ \ ` ` \'\ i 1 ' ► ( } , t� , ! I t II� �i I I \v` l I\ \ \ \ \\ ee __ r I Q �\ t /r I \ k�XIS� II�G V EGETAT.�IONI �"Rk`'MA�N I / / iil Iit I EXISTING VEGETATION I j / 1, 1 TO REMAIN i \ \\ \ \ \ \ _ I I } r t t ! \ \ \1 \ \+ \ 1 ti/ , 1►}� \ 1} ► t } / I \ 0 REMAIN r ,� I \ I I I I EXISTI� ' VEGETATION TO REMAIN \ I / / / \� ; l / , i } \ \\\\ //�i/ 11 , �I}I II I I I x k-- , I I I I , i ( , / } } \ \\ \ \ \ //' } I I 1 ►355200 X-'—xl //', / !' _ \, /rl �l 1 r N -- i ► / I I , ` I i y-\--,.._ r I i � L ___ � •. i \ �-' � I I} �s \ \ \ �\ \j- / / � I t l I � , •\ } � ( r 1-- \� � I \ \ `� �\ \\ \\ \ \ \� \ � \ \ jr,I� I I ,- / ! I S#0,005'\Ej \ v ( \ \ \ ��� \ .1 1 \ }\ \ \\ \ v) ,/ / 11�I`,i v ROPOS ED �I MI't'S dF � �:�i�IV� \ \ � � I >�I'�i `�� III ► } , ; } \ ` cE�t DWAC - 6ICE DETAIL) 2 \ `\ \ } \ \ \ \\ � { `. L I I I� - I I i , I \ O \ \ } \ VEGETATION REMQV�1 t l , }-�-t- } \ I } 1� I , 1L ' , -' -- \ I 1 i ►\ - F: = 134 19��, - `\\Q Q \ © \\ `\ } \ \ \ `'`� i I t' ; I / ; \I I i11 G I I' I' 1 \ 148 146 144 / ( \ \ I \ �_`. \\ \\ �\ /2S \\ \\ I� I1 } \ 5 0 \>`\` , I `. ' \ 1 \ C.B. # �_I\. •► I / / �T �'-/ }- QFIED RIPRAO-PA \ , ` , t r LL \\ I \ TAL 'BEAItn R It / t / I ; / , STREETi 16—Z\ ---- --- \ \ I �,_ I tJ / 2 -I '-4 ENDI W/ HRUST BLO�KS \► r ' ► I + ` ' i I r ; LIN-EIj ` •_ \ }. r ��-/ �� ��. \ \ 1 ' I 1 �•� 1 i .� - - 1 ( 11 I 1 1 I , I ..-, (`\ 1 . 1 "i I' , 1 ` �!f . -�- - - _ _- \\ \ I ► I I ' L__I �.\ I wit AN.ILAT�RAL I } la I I I II t - '\` �`�j I ��t C� 1 \ t \t\ { ' . � �, \_ --, �-=x= x x-x-x� �,.- ' } t 1 t \ _ / I SMH>IA 5 I CON���� - - - �} - - I I I , \ } x -k x- \. -X- r h -y-X x— -° (�``161�024'RCP S,b05 I' I ! l �• I ' ' I I I11 I \\ I I tl } }I \ \ + / � \F R,�^,CON4N0 11�;1 ;� ► \11 /l !�X_ ` `� - \ `�'. - -_ -- ? ` I r / 1 130 I lzB \ . - \\ \ \\ 128'- 8'1 PVC , ,' AN�rn,rc ue th `rm�l- I [SNR 0.0.p . ,/'�III •\I1}1 \\OMH II Ic , \ \ \IVATE) r - G�ONC. S,!UEWALK I ► \ \ r . L I \. \ A s 4 \ �j• / I + } } PRb1�0 ED ROADWAY -_ - 1 I _M'PRGVFMFNTS LJNnFP r EXISTING V. �` . ' �\ \ - - 244'-24" RCP I r r / , �. SiUtWALK / 1 I 1 , . --•- -•- • - - ---•- 1 PROPOSED LIMITS OF EXISTING \\ \ EX:�l \ - I l I / \ \ I I I I 1 } -a->,-� } 1 } t / \ ` � ��' � \ � � `\ + , S�0.0054� \\ I � I I l / // � RAMF �II \\ ,--}---t-I- t--� -r 1 >, i 1 I i I � \I -' STATE\ PROJ. N0. 132-IOE7 ' VEGETATION REMOVAL (TYPICAL) VEG ETATIQN, VEG. \ \ \ - -1 .7 - _ l I I I ` _� r ( .� I } \ I I t I } 1 I } ! I I ► 1 - �_- --- G�, B. #37 (GREASE /OIL S A RATOR \ . q:H` _ i , lr I 1 \ �' 1 \ I \\ E-,,A + • y I I � I y � \ I ! I I I ` ,\ RET� NGNt I� 1 ! i ; 11111t t \ \I\ \ x1 - Tom- �`, ND SEDIMENTATION�.STRUCTURE ,` � _ ` •. -ta o,�.. ' � i - � t } REMAI ` WITfk TYPE`•C TOP \\ \\ , + _.END CONC t t t \ WALL t .REMAIN I \ J �\ \ \ t -- �,.1 URB; 1 / / \ \ \ `\ \ �, �, '� _ q,� �. } I � 1 , t I l / I i \ ENO'`GRANITE `STOtJE. i \\ , .\ ( \ \ , _ �\ \�`\ \ - - .` `\ \\ b�ii �„to ` 1 ; n " _ x. Jr/ ../ \�/ SNET 11+ CURBING, BEGIN PROPOSED / `• 1 P POSED LIMITS! OF EXISTING • IF E RI .RA / o �j end \32 \3� I 14 142 144 ` . ' It t ' ONC CURB ONLY PORTIONS OF THE SOUTH .WINDSOR-�ITE, NOT � � � _ -,. \ � _` _,�• \ �} \ 't},'1 � } � \ EGETATION .REMOVAL o ,1 1 IGRdNtTE STONE CURB 1- - EXCEEQINIS 5 ACRES WILL BE GIiADED,NSTURSED OR/ _ _ , I p , , } /. ,'- �.. ► \� / FL=137. 0 \ \ 13y \ - o .ems . I \? NYD. [ 1 OTHERWISE EXPOSED AT ANY ONETIME. DISTURBED /\\ ` ,5�s �`� } j \�. i AND PORTIONS WILL BE STABILIZED WITHIN 14 DAYS' ; I / _ / r \ O \ \ �IIJEWALK AFTER CESSATION OF WbRK WITHIN SUCH PORTIONS.- Rl'aMP(TYP) I i1 /ENDWALL--SI`_E DE1`A) L- -- - - _ - . e--" o o \ `g� ' F►' I / , Q /Q NI i 1 } 1 \ ' '- _ l I}1 ISID WALK RAMP (YF -140,-18„AOMP. MODIFIED _ RTP RAP MH # 2 _ �- - - �� _, _ _ _ _ w / / ' I -\ - EXISTING VEG. I o 3$ - ,' !•_ /-- S1DEyVq % ",ti i , 0� } t, \ 1, } \ }BEGIN PROPOSED --- C.038 (GREASE /OIL SEPARATdR AND ./r iil` `J ' TO REMAIN `� I „ o 8 �30 �� o l /(n'P) P �'� , ` / > ' �� t + I / \\ \ \ -CONCRETE CURBING t' 1-',SEDIMENTATION STRUCTURE WITH --.,,/ \\-, ,; ECG � c� .� � , • Q t. \ t . I r 1\ \CUD GR-UNITE s~roNE O �---_ TYPE C DOUBLE/GRATE/TYPE/II / S = ..005 x / A T FO \ hN z�� � 1' N 1 \ RBING TOP)r,T-rVESTRI,Q / , ' j ' _1 Z VO 1 \ . ,/���N,/ /1 AYwQLK_,,/w ",/' /,In � � �• / rJ �- . Q.-� � s s I jTl 1 \ 1 `\� \ � `�' \ EXISTING _VE _ - - \ / \NP'CE / RO TO REMAIN � _ _ _ X (� y \p /Q�IG`I� -� - RQ � � / , j O '6 ' f '� N \ \ I ► \ t ---X'- i:,�' / r , _- `_ �• Sa'EE��W-%��� I- �- � �; � � . i,'�\VR �-1 Ao` /`— -/�—_a 'pRW V �,X1x / �'-'Z �' l \ , }\ } } ► l{ I NDVI�A E DETA•kL - •t � E LL S ____ ..i _ _ i � r 6 P t \ I /FL= 31.50 } / ---- \3\ �� / ° \2 I Lt ( i / , / i` / - C8 / l42► % 4��2/ v• // - i / 1 / I �/ / �QO BOCK ; 1 1 • f ;2` 24 'R / CB i4/ MODIFIED' RIP RAP PAD / I' - _-- - ---'�vCK / S=0.005 CFS , 1 FF • .I \ 2 I I -j ' \\ t\ 1}''i I I�I _ C Ep ,., RCP I 6 5t n 01 I 48'-15"ACCMP_ / ,/ ✓ _ \--__dC`� 6 A\�13�, 1 04A �\ / / ,/ / /j �I7 r \u 2 't (---_ - - /- � OR S'0• •1 / / / /' `�'�/ �� I CAS. ��1' /'/ �' I ;fl I \ ~--,S--0.099 � _-O. p' - r/ w` C /" '-. 1 / / / / /�M c � � t � , + , t }! 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CB - `I R s 1 - l ` 1 , �� MATCH T4 SHEET -3 16 9.10.91 SANITARY SEWER 18 9•11.92 GRADING%DRAINAGE 2011•12.92 SO.WINDSOR TOWN COMMENTS s 15 8.2-6.91 TOWN SOUTH WINDSOR COMME14TS 17 F 17.92 • SITE LAYOUT 19 10.9'92 SOUTH WINDSOR STAFF COMMENTS 8 9 ' 14 7.15.91 ENLARGE STILLING BAS. N 3 11.21.89 GR.WNG/PARKING ® Desi ned_T.B. 4 13 5-13-91 So.WINDSOR TOWN COMMENTS 2 II'17.89GRADING/BLDG./PARKING ,�►' r t�L62 prawn R.J. • -- ' 7 6 12 422.91 ADDED WATERCOURSE REG.'AREA 1 10.20.89"Rf~DING &UTILITIES/PR01? ROADWAY Consulting Engineers, Land Planners & Surveyors ���� - Checked C G. 3 1 I 4,17.91 GRADING/DRAINAGE. No. Date Description e/�'l• 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scole I" - 40' • I 5 10 2.25.91 TOWN COIAME`•NTS Revisions Date 08 31 89 9 2.1.91 SLDGS./(TRADING /PARKING �•..•... ENGINEERING P L. A N "SHEET IN�E�C rr �s o �oM �►: - .� NN fc�. � •Y r• 1 c o h Sheet N �. ya4 The `',location of the underground Utilities hown� ; � 6 104.90 � A_Q,,y � •'�`ti'�, "• l/�" .``'•'"'►1 nM' 'o`-�� ' 9 es s 7/16P30 BLDG. L.L/01 FLEAS. VALLEY RD. on this plan- obtained from t '• • b < a c' have been ' �• � � PLAZA AT BUCKLAND HILLS available sourc he best;. ` y / �,.° 6 05•I&9% BLDG.iGRADINGJPA.RKI"IG/DRAINAGE a ° .. FS.k.. �, - • es. The actual Iocaiion of these ,` ,• ;_'~„�:_;'. .. *� `*; ?: } , r ,, .°• utilities b •29.9C PARKING/ BLDGS � � i�OWNEAST ASSOCIATES ,. ices should be verified a # �N It/�' v � ' -:�, 1 ��, ,�:; ;'� o in_ the field by the o e*`` a` y'~ = No. 4142 - Of 31 4.a contract / ,.{ `- I _ A Nq. 4142i u: • .'�y . .4 . ``e• _• i 4 R•. or, a I St f, M1. 4 t2 r$ 89 PARKING / ISLANDS i /♦' 6L-- ay y ` -+ Q • V KkM 11 FS•S'P., \ `ice # '. I'-e . .,y43 - ' l ♦p w�: 1 :lTt�d � feHTE��s�a \.r. Description .,, - '� N ,r - � �a;' v` ,. Job No. N o. ",,; s " Mi►n�HEST>ER, SOUTH VVINDSOR, ,� t. . ham'- CONNECTICUT. w / Revisions J - — File No. ' r �'\ O ;I ` p p cli ,, d I �\ / f � N m I I \ i 1 ��\\ \c -----121--_, \ In � \ ! d ) N I I \ \ \\ \ \ \ w Y�I \ + I I d 1 +\ , \\` \\\\�``\`- -___=-122---- �` �``4� \w \ \\ \~N ' /l ` \\ 11 \ I I I ` 1 1�1, I ,� 1 \I �I ! 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SEE\ D ,TAIL Fe 0 $-SECTION: ---_ _ -_ :ti 1 ' 1 I I I ` 1 \ \ « `1+ 1+\ \\ `_ Tel SNET 1 I I h CID1 I ,,I I / \ \ _ _--- _---- - . of GvGiO \ \ I 1 I 1 \ \\ \ -� + I I O I \ - - - er 'r% \ 1 / I j 1 1 \ y \ \ 1. . , _ \ '\i ►I 59x 3 I ,1 \ EGULAT`tD AREA�- / � V ifi n III f%i� \� liI . -�. � I =1IN � \ \ �e �d � NG. 0 li I j `ill r III / ' 1 1111� 'h - \ C� \1 1 r �,./ � i /' ' M / ! i ,\ I 11 \ \ \\ \ `\ 1 i � � �•- 1\ I I I111 I� III / � I / I 1 1 I , I \ \\ \ \ \ . \ 22_ - I 1. p I / I ,/ \ 1 , 1 \ \ \ + 1 - I I I , I , 1 ( �� � \ \ 1� \ l EXISTING VOETATION \� _ _ _ _ \ \ a \ li I 1 t 1 r 1 `\ �iXIS� G' \/ GIETAT 1 R A N� i \ \ r I , IIP� \ ►I ,, 1 �y 4 \ \ '1'j�- �r-1%(i• I V I I \t r / / I l 1 �- eve-eFi►ir► \/G r�TATI/1wl , ' / ( 10 \ 1 0 REMAIN 11 \ � - ■ I � n, I 1 / \ \ \.\ \ \ 1...I MAIOIIIVV VGV� IHI wiv 1 � , I I - - I �j \ / I `1 \ \\1 / / , 11 I I 1 l \ j\ - i /' t 1\\ I 1 I � � I�� � l� � l / \ � �� � / /i I r 1 I Ot�l-% N i E STI�N \ VEGETATION TO RE \ ,/ �1\\ r ,� ! , , I I 1 I\ REMl�IN I , ., , ,� � I \, I � I \ / / % � /, //r r i ► \ t j N 355200 / • / y _ II i 1 16 30 RCMP. r / r5c � ( C' r -� r 1 \,�Q �- \ , \ + I \ D�Imits d 1 J ►'11 '`•- � � ` i � � { I I \ j` , I \ \ \ y F III I 1 AL` SEE DET �' `. �. \ i �yEG �'A N E _ 1 , \I \ \ I--}--I� -t-;� \ ' ftltl4a G I'1q"No�G \ F:L, t34.f9 ��_ '� . O �\ \1 \ \ C`\ \ I I i/; / ; 1 1 11 C �•IIII,' 1 \' , 146 144 , r .+ �,�j I D���► - 5'_ - /�S \� \ O \ \ .\ \ / /�/ / / �/ / �,I \ t 148 � - 1 "j�V \ �. , � I \\ 1 � II r I � . / 1 II 11 , � T + 11 15o OD EO °RIP APp D C.B.,#3 1� ' // / 1 r \N� 152 \ ©i , 1 TAIL I /' / / I I _ , STRETi 1 i' I I • � I �N 1 \ \ I I r LINEI Z,4, � - - -- �I \I 1 _� -_ , 2-I -4'O4 END W/THRU T BLO KS I I I I I I i ► I � �` \ � � / - llj � 1 I I III I 1 I�!" 1 � + 1 ` 'n Q _ _ - - - - \� CW&L �/+� 6 PVC` N. LATERAL I G l� CON 1CU _ I +\ 1\� \ , . _ � _: - : - • - - -_ . _ _ --�--,; : � �-,�=-T ;, �•e - L r`", , 111 S M H . i r , I ► I ► I I I , _ , _ I , - •- - - —. - - • CP S=005 I R f Na. N ` I I i t \� I I I '' I I I I 1\ \ \ 1 - I 1 l ANCHOR + 1 11 1 _ ; I 128- 81 �V j I I 11. 11 I I' 1 1, \\ r, _ _ �36 4 132 DMH I `S'= 0.008 / I I 1 I t I \\ \\` 14 0 . SI WALK\- ,' (48 I I (PRIVATE) r D ROADWAY ER WALK/�/ / \ I i I -1�1 I' II46 - 244 24 RGrR // I I -tom I , 1 I E PROJTNO. 132 OE7 PROPOSED LIMITS OF EXISTING EXISTING EX. - - \ =0.00� I i r r /� MP /'� '/ 1 11 I `�-1- t 1 I ' 11 1 \\ a VEGETATION REMOVAL (TYPICAL) k: VEG. '� \ \� 7 S.rOr �.VEGETATION , O B.#37 (GRE,�SE/01 S < \,\ SI NI 1 1v f• I I I I I I�� 11 {�' i I \\ 1 I 1 ' I I'I 1 \\ T' ---- -- TO !_ ND, SEDIMENTATION`` RUCTUR / - \ , ' I I r I NO (�N / I + 1 R TA i I I /i I i II \\\1 1\\ 11 \ 1 :. , TO _ 'REMAIN WITH TYPE � C TOP J ! \ ©• � • e \ URB / II 1 \ W LL_i I i I ii / ,� I \\ / \\1 \I + E'N ANITE'STONE.' REMAIN \ \ / r T I - r \.. / SNET ` '� C R G, BEGIN PROPOCD - N - 2 142dN URB - f / 7 PROPOSED LIMITS' F E IP,RA� � �,� \3 \ I 144 \ \ � 1 ' ` . -- 1 40� o � �'• 6 \'d$ I r 1 14 1 �• , J ` \(EG, TAT - - i -� \28 - \'' D. r \ I �� I `�\ \ y 1 + GA ITE STONE CURB t 1 1 \Z1. \gyp gC , ��3 \ `\ \ o' ► I I, r \ ,.1 \I rdl LK R�MP� P) 6 / �• \ I P \ I\ - EN`Q>L�t. --SEE DE1�A �� �� ':• 5 �' I 1 ►. Q I \ _ _ ! `a ` �' * � -s \ e I , \ � �i // � I �S• Q Q� ,� I W I \ ! / 1 \� `\ 1 '♦ I\ r ,�, � = a r 1 sMN \ \ 1 1 \ S D tK RAMP 'f'Y P. _ ` 40-18 "ACC M P - �' „� - f c9 i \\ \ _ \ + ; or E r 2 I , ' I y \ -MODI FI E_ - RTf� RAP PAD, '� / - \I 41 ; \' _ _ /►,`L f N I CjS i � I 3 - � / � F- / DMH # 2 - _ ; o / ,>' , a �� . P- 1 + I \ s \ 1 . - w i ' , _' - - �' •s _ - \26 \2a .� ,- 3s 1._ �' si0 Y✓ L •^�i) , ok / . \ 1 \ BEGIN PROPOSED f 7YP, ��'' �; r 1yON RETE, CURBING, w ! - - - EXISTING VEG. �. y s' \ / , - A K/ R p •yr // / J A :, q / / 1 / F � - C.B#38 (GREASE /OIL SEPARATdR AND ��- . � - � Tn REMAIN r;; - , e S \ 0 / , , STRUCTURE WITH 40 l8 OCF� . • �, 32 �/ 4 -WIDE 1J 4 '� v °' i Ar / - / \\ }\I \ \\ ENS GRANITE STONE T Rt3. \ (` I\ \CUR`�ING r ' `� -SEDIMENTATION , " S = 00 �f . - ' \ / ' A � FQ `' � z�� � � ?� Crn \ \ I O _ TYPE C DOUBLE/GRATE- TYPE/ii 0 Z •p R ^ci F- TOP) / / /� !. .� J '. \30 \3G G S,O� 1 / ���Sngb41V // I �llz v I \ �'v' ,' A ►� I\ \ _ ; �JQR\�%� -__ _ _ /0 CPL,1p / EXISTING _ VEG. r1_ -� r P , ROOF' DR 'TO REMAIN - - � _ / \ `1-' - i '4►N , / -'K--- r '— .c�- --- - -�,� N aX6 �'' 6 P`I P\- ' ,� , 6 RW V / � /' �` / / � � / � � 2•./� 2A /, � - END ALL S E DET + L - _ - _ F L = �3"1.50 - — /- - - - \3\ ,/ \2 \-P��R // , // CB4 / 4 / YvEJ' - - o - MODi FI RIP AP PA / / - - 6 _ _ vG38 5 - ,' I / /; / /' S = 9. 005 ` 135 & '-18'/fZCp \C _ 17 ' ,/\� / 48'-15"ACCMP _ - - - - pC%� ORP\� 3 Sy0 _ ` �, / // // ,' ' '�,- /' / C ' / 0 `' II i I \``` 1 , I1 N 354800 - - .S Z0.099 - P\`� �` p v G 1 / ,' , / / S ,Ip1 -8 � , Cps, -- -- --- - - - -- -- _ •-- -- - - - - -' 9 ii ,A1 G M TAL BEA 1 Ile- 1II►I�I II_-►2 ---- TYPE R-I , � \ \ - - - cA � x6 v � GNO � \A , 6 � I I 9 \ 1 •\�`I E ,• -_ ---- ---DMH*3- -- \ LG Gv R\(�'1 \0` ip. \2 �N� - - , - 5�� �NF,F. E��� / /' �� % %/ /,' i / / �/ i�3 �5„R 2.5 ' \ S ET P. 2 , i / xd(�t� ' ' ' �` �� ' �p'E , VI _ 40 R \ 1 L NE , • ' ,�\\ NO o , " �r r� /' Cip', , ' -r� p, . - '�j FZ g . 4' �, 1 l N 1 `r \\I I 43 G• R p Rto 91 - L 149 _T_ t" I6 9.10.91 SANITARY SEWER 1 o - O N � r - w MATCH TO SHEET 3 18 9-11-92i GRADING/DRAINAGE 10•101 . iCO al"4 G-r49 M .-N , / A t f �000r y� 15 8.26.91 TOWN SOUTH WINDSOR COMMENTS, 17 6.17.92 SITE LAYOUT ► 19 10.9•92 MM WINDSOR S AFF COMMENTS .�„ �✓� `� N �-j . 9 ' 14 7.15.91 ENLARGE STILLING BAST N 3 Ih•21.89 GRADING/PARKING ! / , Designed ,T.B. 4 13 5.13.91 So. WINDSOR TOWN COMMENTS 2 II• I •89 RADING/BLDG./ PARKING �1(Q4e �en�en f�lt�>%Z prawn R.J., T 'I 0.20-89GRADING 8l UTILITIES/PROP ROADWAY �� Consul g Erigineers, Land Planners d, Surveyors -(Checked C.G.. c -- 7 6 3 I2 422.91 ADDED«WA. WATERCOURSE REG'AREA � �4137 Silas Deane ighway � . Wethersfield, Connecticut 06109 �� , 5 1 1 4,17.91 GRADING / DRA INAG F No. 'Date' Description Scale-- I = 40 40 2.25.91, TO C R visions - Date 08 ZI 89 r - _ -9 2• •91 LUGS./(TRADING/PARK NQ- K � � ePLAN t ENGINEERING - The location of the' der round urti li SHEETINDEX Ib•4• - ' 1� . •H° M-`Qr� � / '��. °F H �M f�r��• f � --� � Sheet\No. 4 9 ties aheSwn . 7-- Ise'' BLDG. L/01 PLEAS. VALLEY RDti I „; ;�. ��` a � 'c� /y' ,c�, �_ _ / on this plan have bee?* obtained from �th4 hest T - a ro_ i ,: ' _ _ PLAcZA AT BI�CKLA!�D HILLS , 1.�;� avpiloble sources.`�The actual location - Z� ' 6- B>_DG• N / DRAINAG ;> A * �,>�— di'" here �a tits, * _ bOWNFJIt�T ASSOCIATES Of �' utilities shout verified in_the field b ! - `2 PARKING/ BL _ �, _ controCtpr• d be ver y the �, r r z q i a$•8 PARKING / LANDS t t, "'. 4a4z• ;► , No0.. !1!2 _ -- k Y _ �,. ri` Oe>jCr�ption •.M ,Mr 0 tj� �../�(��r T s�R� -- '�tiA_ �" MA,':>rltESTER SOUTH WINDSOR- -yONNEICTICUT ' �.,one, Fit* Y L` — r� I _ File No. , 1, M I� MA� CH TO SHEET ......... .. .. ._w..... ... — r - �\rCB17 ! gCLC - p % gtN ? Orly- a �� i i �� \ \� ,� \ ~0 / 1 / , „FtCP S , G� r 1 ( 1 1 vS p \ , 24 ' 4"RcP _ 266 R 1gg 15 1 q_ a \1 L� j 1 CJ \`� \`\ \�\ `° \`� \\ �` NO\� t r f t p --� a rr 1 � SIDEWALK RAMP S- O �`2 t' �Q \O� A �� 5 �\� �\\ \ PNG�bR w t �� t J ��\ 0�2 \�2'R I g c1 12 -45°BEND W/ ` ! 14 3 �* THRUST BLOCK / CONC: 1. �Q \Zx6 v 1 �\ \�� \� ~ ` F• \ �\ �\ ��\ \' ,� 1 �. SID WALK t� ,' n 20 RwG ! f RS \ �� ``�-, `� �♦ \ \ "'p A` rf BEGIN BCLC J f t \ _ _ C t END CONC. CURB��OOOK\`� "GS\GP\'� i Q�S� % it S'O, fJ CONC CURB f, ! �g ��.142 BC LC N 354 400 ' 20 �r'7 4 \ MP\ OGK 1 ! 46 r 6 0 R 1 t t ' \ Q '(R g p0 t� _ ,� 147X 29 :�✓p�0\ tJ i'14 -� tt j N \ 6GpE\3 80,R r^ r� W END CONC. 3'R CONC.CURB •P_ �p\N QS �,GES / f ( `\ \ \ ��, �� , \ ! CSMH 9 URB i t t ft` � � \ NEED NG • \ ' � 3�\ \� � ti \ �N 21�- 8.. P\IC L w V\\-0\ f j f �j 50 R �� t �� �`� cn G 8 \Ll , r f 5 R i �' S = 0.004 \q2 , ,��R ,� ,0 _0 pFF 0��(P I Jf 1 o- 3 3 R M t L� RAMP lk \ j O�5 i 'WALK f �`' r�1 0 \ IS�R �� �� r ! 5 t ®® 0 �P� R \ \ 'o \`� \ ` t / SIDE o /141. / t o \ HME G\- cps°te1• �\ \ \ \ 45 BEND W , fj sz.% �NO' 6�\THRUST B o?, \�e X`j \ 4 , � NOSGPpE �O-v' 1 145Y 6 t NC. O 5 PFz',ER .Jf I LP 5.5�R o� f 146 x 3 141 CO O O O ' SIDEWALK tI �Q, cn N_ �. ; -\ \,OPO _ " i , t 5 O t4 r1ljCDC,? 1 ' 35R O \Z /` 1 ✓/ !k GB O \ 1,45 i 2'- 5"RCP 0.005 _- 5 __. ro SIDEWALK RAMP 140 5 BEGIN ,40 I / CONC. -� c�- O \ ! / G6 ,. -- - ` '� ` `~_ a t \ 1 I-- \ ► f � N ,Q c� � t i � 600 _ jj , ,�„.000� f^� F / -14 -60►_- 1 /gs\ V i 4 1 - 30 RC- O �`� �,,._ �/ v 1 S=O.00 T j _-'' i 6O `� 142 \1 1 END CONC CURB •�-...... - -- _..'-- ,` RG -,,. 0 Q- 2• 0 / .r' _�' `` �w � I 2`R � I I ,. 2 rn rp \ v0 t t 1 I t MP \a 1 ' (� 60 Q \\ \ `_`• II t SIDEWALK RA ` i l -_ _�,R 10�R 1 i )01 i t i 138 3& I 'R 00 g"I �� t \. E�1• A _N 3'54000 s EE VITH n �� -.`__ . THRUST BLOC / 36 t O 11 l2 RWGV (TYPICALCV I� 6ro I I L R \ rl I _ � f 37 64 -15�� RCP 1 co '�\ �....•.� �• •�� ..�. 1f �% ; �� 3%Q \ � 3R .....,,...•-�` 60 �' fl 1\\ II i 1 1 `` �� � �- , �d� ,/ .--• ../�, R��OG N,1 , 28 - 30 RCP \6 S=0.005 f. �% i0 9 i h PROPOSED STREET LINE 1 1 l, ,. - `\ _�\` _ _ _ _ 28 - 30 RCP \0 r J \ I 1 o l ,\REE `y. `\.. "`—•`'... .... ..... J { -- _._ ._.._ ._.. ' `` r,._.�1...�.....,`,,,•- -- � Q � �\o`-•- ...,....._._ ._._-` J -;� \ „� rr,_,. .._._.._-.- _._._. •---_.. � t � � � 1 \ � � \ 3 �, Y \-\N � d �\�pG i /- •- `-.- GP-� E P � l - .--' �.r--_ \ Y \ � .Y 8'-1 RC 1 vR0 \1 \ 1 RE\-0 ' r " ���; --0.005 G \\� \ ```- _ ✓t \� _ __ 136 - - = A, `'--_ 'v\ 'j� � CONC. SIDEWALK __ _ _ _- ����e`\ _ q ; I _ f /fir SIDEWALK RAMP 4� C?-\ \ x -o. R FZ 2 / SITE DATA �\0_BEGIN CONC. CURB 3 f i \�$ BUSINESS 3 ZONE ` \\` \`\'\\\ vk `� c� j~ `� ✓. _f ,� /' 0:0�3 ftuiret C rY~` 140 ��/�� r( (�t�i� ✓ 't/' - f / O t�h r�� 2 Mt y J �►(E r. �/' r J f - "" Frans yard requirement 25 feet ZrJ " ••`'•.`•ti _ •,` •\ .~•...\`\ ',• ``z• \\ '`:\.r-- , .«-'"'". ✓ t , %j`�.__ _ = /'' ----" Maximum> Max No Q �� M 5�%/ VALVE !t0 3 Exc!!d!d ` : `'` �'•\� .\� `,: \'~ -•.b, .._.._....... �36' �, �� ,:� `� j t 'f' ��� BUTTER FLY __ _ ___. Max f �• `'�'` \ ~'`\,``' .� `�. \`�.'`\•ti.,.` \.` `�\, ` l� f` \ \\ '�, j ! (� `•-...- ,.._ .. _ _._ \ j '( : ' Ir S _ ,y:"' I/ ``_ "" ' -^'",~ Maximum height of 40 feet Exceeded `'� `�` `-` `,`•�. ��,`\ �` ` �` "'C. \���p \�\ \. 1 `---` � j �li�` / `•._.. ..� 'P / -"�� \ j� f 5 �- ! � l".•• �,/."3''" /�-,,,,,,,,,,,,,, -____ ---`!� Max No `` ` \ \ \� \ \`,, ✓ \ �C, i✓ _ -- 14 4 Accessory height 18 feet Exceldld \ •\ ,\,•�,�\��� ��. \,, • \- . __ _--,/,•' / `''` rROADY IMPROVEMENTSJ_ ,< - - - - - - __ �` �`.•, �0--- = `-- ` / ,1$ .--- -/.,. i ''r , �%'� i PLAZA BUCKLAND i 43 Landkca in in Parkin +. f - \' `_ BY AT E l 4) P 8 g Areas 20 square 1 ` \ \ `\ , \� \ \,� \ t ♦k - --- -- i ' �r •H ILLS. (SEE NOT feet 2Q `30 ` `` -. `•\�` ` �� ALK RAMP/ -142 for each space 'RELOCATE POLE------- -_ ' •- -i y'' --" r Parkin Spaces Required 'per square + GRANITE STONE -14! 8 P q itcd 4 r 1000 4.7� �. .. •. `k / LAND r' - _ _ �__ - feet floor !` v/ 3 - -- - `_ gross ROADWAY I'PROVEM'ENTS .``.�..� `. \ \ Of f 4 - __ _ �� CURB IS �, 1 •� - r �� _ _ !40 - area , _ � ��: ,\ \\ " \. \� h �/if `\. SIDEWALK RA P - r ► •�'� ` _ __--- \\��� BY PLAZA AT BUCKLAND \ .�. - _ __-_....._._... _T_�-'� N� _--- ` �-\. - \ ~ • �%3 -...._ 8 __- r .-'"rr ._--- he location of the underground utilities shown on N HILLS (SEE NOTE I ) WING Y A� '�:```` '�� \ _ ...._ - ,::. .-` _-- , �E 9 FL = I 12 `�.�; \\` <<., \}.'fit z_ �_ YDRANTr ._� 142C5` \�., . • �d? ,- ce t3 .� PRECAST SEDIME __._......._.._.....__...._._.._. - - --- NT/ ...-.- �,�.._...-ter. :.:.y.., -.. ,'•- \�� OIL SEPARATION ,rr ti=� `, ✓ \\CHAMBER(SEE DETAIL) i -- ---- _--13g t PREFORMS SCOUR HOL .'`\. ~� ~�~��\ : •.\ k ~•.- •.�,;, 1 ---' ll (SEE DTAIL) .� - ��. �\ ,RELOCATE POLE _ rr� ` \ - SPECIAL STRUCTURE J.B.'' - ( SEE DETAIL) -- .SLEEVE a 1 I/ VALVE W/THRUST BLOCK �. 9 4 SANITARY SEWL�R EASEMENT 1 ti f� j fif f/ l �,• r 1 ` \ �� m - 8 4 o cj .-, _ -. _ `` • `�..`:.``` FROM DOWNEAST ASSOCIATES``��rfr;, r' ,.___. I x 1 -C / -►- _ `� Tn THE TOWN OF MANCHESTER. �f 1 r / ti p ` t •T 6CD \�.,�EASEMENT SHALL BE FILED`---� -. __ N ..-''f 3 IOR TO STAMPING OF PLANS ,f� J��`� ---_ -" _~-- .__ ---- 6p�► Ii:yd.; ' `~AND FILING OF SPECIAL EX-' Jill -_ '-- GP \`CEPTION CERTIFICATE WITH /;it �/ ` ROADWAY IMPROVEMENTS N 353 600 \ \ TOWN C��RK. '� �'�i r -BY PLAZA AT BUCKLAND-_ . `~-- }' SHEET INDEX _ \\ 1 \•___- HILLS.(SEE NOTE 14) -~- ``-~- 17 9• 11.92 GRADING / DRAINAGE 16 - 6.17.92 SITE LAYOUT 15 2.7 92 TOWN COMMENTS 14 9.10.91 SANITARY SEWER FROM TOWN 3 11-21.89, GRADING / PARKING 13 4.25.91 BIKEWAY REMOVED 2 I1.7.89 GRADING/ BLDGS./PARKING 12 4.17.91 � DRAINAGE I 10.20 GRADING/SAN. SEWER / WATER II 2.25.91 TOWN COMMENTS No. Date Description 10 2.1.91 _PARKING/ BLDGS,/GRADING Revisions 9 9;4.90 PARKING /BLDGS./ GRADING •.+` oF,,,..._"E�'•s "� < :�„ a• y'•o <�; �1 *�, No. 4142 �� ; °_ �•. Z p 0 O�;�{Revisions •.,�RNv �< LI.- �+•�'oF',r.UNNfC•••• ems;• '<'-;o�,s � . . U t^ . �• '�v=,� !* A ; No. 4142 I/,Z 7 p , 4i TONAL E• 8 7.16.90 PARKING/BLDGS,/.GRADING/DRAINAGE 7 5.16.90 PARKING/GRADING/BLDGS./DRAINAGE 6 1.29.90 PARKING / BLDGS. 5 1.17.90 PARKING«; 4 12.18 GRADING/BLDGS./ PARKING No. Date Description ' this plan have been obtained from the best available sources. The actual location of these utilities should be verified in the field by the contractor. 9 f 40.4,e , )en aen ,eri �ltllez Dr ai n!d T. B. N. Consulting Engineers, Land Planners � Surveyors Drawn J.S.P. Checked C.G. 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale I" = 40 Dote 8.31. 89 ENGINEERING PLAN Sheet No. RLAZA AT BUMAND HILLS, ` DOWNEAST ASSOCIATES Of 31 �NC�iE'�T'ER� sOUTiilntroe+� _ j Job No. .' . ,._ . ...•.�.....� _ . �t� _ r � � file No. MATCH TO SHEET 8 OD o � MATCH TO SHEET 9 - to .--,_- Lo 152 � 154 -•._ 150 71 / \ 154 \A /ice `--"------_\ f/ •- -..\ / r--, / //i //—• I / /� / / /// '// // //—`` .,`--'/ / / \ 1461 144 J/ 142 150-3 149 xg / /-- - _ _------- - -- 1 I CP / / 1 / \aryi h LIM 11,T5 OF TOPSOIL C� /'/ ,-\�� /1�`2/ -------------------------- --- //,,---- _t-_ _SlO KPILE AREA z------140 '_ 149,(4 _ ONLY PORTIONS OF THE SOUTH WINDSOR SITE, NOT l/ l tl l / i ( 1 \ i /I j 1 �/ ,� % /�� 148 x2 '�\ EXCEEDING 5 ACRES WILL BE GRADED DISTURBED OR � OTHERWISE EXPOSED AT / / / I / i � / / / 5 ANY ONE TIME. DISTURBED / / j ! \ / 1 / J ! % / % /� , `,.�--,,3 1' PORTIONS WILL BE STABILIZED WITHIN 14 DAYS / 0) 1 AFTER CESSATION OF WORK WITHIN SUCH PORTIONS, i l I/ / /� ► I l J t l �' ( / / / S M H 5 -- I C.S. \ `-, �, / __/ _/ 12,c ---TE' E W/6 RWG V N 354800 CZ 312 PVC S=0.0,04 \ MO6IFIED RIPRAP - \ T R I VAT E) ISM # 1 \ \ 148x2 / I ) \ \ \ \ / 1 1 \ I \ 1 ,-—.-------APPROX. LOON-0F`T�1W \ I I \ GLC 1' —��LINE-MONUMENT \ • , / \ ig / \ � � _ � =_ __\ 0 13E� RESET AND/OR OTECTEb Pile DU CONSTRUCTI N I AS 1 \ _ REQUIRED. r I III l\ / A �_ - _ _ 12 x 6 TEE W/6_RWGV 1 1 ` , l 1 \2 \` � / / Pile _ Mgrcy ti \Pile - - t �1 \ 1 N F Vr FT / . / \ _ - ,__ _ 14 __ --- -- 12',x6"`TEtWit ,,/ rl 148 K 6 / -- RASH _ - - " vG-- O - 148x3 / �'�` COMPACTOR C.S (TYP) , i _� - 6 �PLI_ __-- �/ �rI f Z 400 `42 ! I RvO R �RPMp rn I � I 9 x8 I ror' r � / Cb j l t i MATCH TO SHEET 5 380-8'PVC S--0.004 \ _ CB 12 / 1 i 6%% F\"�\ \ S I 3 � C.S.,' ,' ` ` fps ¢ No• `' 150 R GNC�Ft v \1. �� 12 nRWGV 216I -15 RCP 145 S=0.0065 HYDRANT BtLC C3� %A . ; / /� w (• 1 142 - aNGN E�w oo�Y S P►NcF ��� I I 1� '� \ \ \ F The location of the underground utilities shown on this plan have been obtained from the best available sources. The actual location of these utilities should be verified in the field by the contractor. g �v � FF EL 1 \grAr Q � I 142 \ I O - • ' 16 10.9.92 S0. WINDSOR Staff COMMENTS 15 9•II.92 GRADING - 17 11.12.92SO.WINDSOR TOWN COMMENTS 14 6.17.92, SITE LAYOUT 13 11-21-8S GRADING/PARKING ' • Designed T8. 13 9.10 91 SANITARY SEWER 2 II/7/89 GRADING/BLDG./PARKING `'fQ4e 69enaen cAiMet Drawn J.S.P 8 9 - Consulting Engineers, Land Planners & Surveyors 4 12 8.26.9I TOWN SOUTHWINDSO:•2 COMMENTS I IQ/2018 GRADING/SAN SEWER/WATER Checked C.G. 6 II •17.91 GRADING/DRAINAGE No, Date I Description I 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale I" = 40F 7 3 10 IZ1•91 I BLDG. /GRAD11%G/ DRt!NAGE _ _ Revisions oat* 8.31.89 9 10•4.90GRADING n •a ��••�••h ENGINEERING PLAN_ 5 8 9.04.90, BLDG. /GRADING/SAN.S::WEr /WATER ��oyONN O' oF�coH. �•., 7 7.16-90 BLDGS. /GRADINIG / DRAINAGE ��.•q��" ►+ M;.1 - '�'•. ,����:'� H• tiri cr'��s � Sheet No. SHEET INDEX , OS16t9C► eLDGs /GRADING/PP.RKINC/['RAINACE 3 .��� �F•GA; �'�'o� < ; a PLAZA AT 6UCKLAND HILLS r. 5 1.17.90 PARKING `•«�*� ��" * , OV'.NEAST,ASSOCIATES 0•I 4 12.18-89, PARKING ISLANDS _ =s ,No.4t42 I �:, No.414z D lNo.1 Date Description •••�<TbEeISTE��,�i� pt `•�0F Job NO. -- -- --� --•�~°ti�i Vey •��d=IDNAI. V' MANCHESTERRevisions SOUTH WINUSOR, CONNECTICUT File ---- No. ' MATCH TO SHEET - IN 4...•� it ''~ t� --\ I # i 1 � i � `` \\j rt � t I i 11 `` ``\ r� \ \ tt j/! Jl M 11SNET �``\ � (• � t�,•••\�) � � 1 \\ + � \l \; It ,. \ �Ot � '� 1 I� /� � i 1 / 8 F/C S- 0.004 Is IN SMH 10 t 0� r• \ \ `\ t J I t SNV t � cli t i t X1 t t t t wl i � ) � 1 ' � � i - t 1 �\ � "`" `,••--•..' � •1 � t I Q t � 1! ! � tk{�d ; t # t � 1t 1 rr 1 1)€ J 1/ t I i 't 2761_ 811 PV� S= 0.004 I) I 1 I tWE # it ! 1 t 1 i \ t t ( ,t # IN, t) 1 1► t €I t + BE \ 1 t } i J THE BERM ALONG WHEELER ROAD SHALL # t 1 1 1 t 1 \ CONSTRUCTED AND STABILIZED PRIOR TO THE \t tt\ Qp t 1 ( \ OVAL OF MATERIAL \FROM EXCAVATION AND. REM t \ t + t ( ` THE SOUTH WINDSOR PORTION OF THE SITE:' . \�� 1 v PORTIONS -OF THE SOUTH WINDSOR SITE, ONLY PO \, 0 T l t EXCEEDING 5 ACRES WILL BE GRADED DISTURBED E \ t \ # 1 1 , 1 1 \ OTHERWISE EXPOSED AT ANYONE TIME. DISTURB �.\\` `\, �\\ I t \\ `�\ ��Pi)e,l fr~\�1 / t 1 i `\ PORTIONS WILL BE STABILIZED WITHIN 14 D AYS � I � � 1 � AFTER CESSATION OF WORK WITHIN SUCH PORTIONS. t \ \\ \ t t t48 \ 1 II 11 I / I N 1`Q `\ \\ \~`\ v' /mil IJ •..,.._......_..,,,, �t � --•-•- t! •`., � \ �\ ..._.•-'� . 1 J 1 !iPileISNET \ \ `• .- 1 ._ h ON ti ~1SMH II_,A j\ t 1 t tPile # of j M t \` � -- \ \ --. 0\ 1 j UJI�� ,//' ��-�\ ;11 21 '--8°PVC SN=0.004 U 1.36 } It tl \1 r y/ TEMPNOTE A gRA RY r' � F TO BECOME RELOCATE AND /I ) I \ \\t -"'1 r~ • `" r .,- t SEDIVENTATION/DETENTION BECOME PERMANENT DURINGTFINAL f' e �39 SNEiyj � � r - - - - I SITE DEVELOPMENT 1 BASIN SEE NOTE A ).- -- t 1 \ t1 \ t \ /•' / ..,..•--" r /' 131 i`r'' � t l � ''� � •, rt `\ /l / \��r r \ 1 \ } p ri\\ �t\l 1 /,,,,. ,,,, _,,. ........•. •,,..rr ...., ,•' r „ - ......�.- , r Jj/ J / /,.,' / � � \\\ f "" \ .`.' _' --- _..," r• _ .-..-•- -' l `s..t \ \ t 1 ) f- PERVIOUS BERM t I t ttI �'' (SEE DETAIL ONt`133 _ •'`' 14 - ---- ` --. ,,` \ r---r 3 , tt 1 --- �' SH.22of31) --- _ _. -- _.__ -__-o ----- _- - _--- --' - \ \ / \ \ \ \ t \ \ \ 0 YTS �+ " JI t .,� ._:�,•• r �- — Ex I S{t 12 n (s> C5� 146 t r. r -�, �J�� ----- ---- _ ---- ---- —Exist 10 San. �a t35 .....� ..._....... __ _...__.._...._..._ -'-- ---- Ex -,IO' \' ��� :..._ - _ _ _-...:_:::�.:_:.::,:::_::::_:-� 11 -1 \L —=--San \ \ \ - 1 ....._r ..,,,. _ -_ _ _ — _ _ w - -- -r.- STREE'1"~LINE t �` x-- --x OPOSED _ 146 �✓ f �- `�' ,�.. .-y __ _-__ _ _ _ _- _ __ __ -- -- \ i•## `- r __- _- __- - _ -- --- '�x—x—xyc k� x__��_- _ _�_ /,i \ ✓ — -- —•- — __ ~` ¢ — ~\ i `)#( „_QNC;_SiDL1At1 K x___.x 15 WC C'€-FL=13 ':0 _ _....." --._ _ _ _ x 15 RCP _ _ € t . \ ! ' 1. •�,. I ,/ '^'" _. ._ .- " ,V r '- ' �d I —--•-i't E t".�..—•C•.•..rr..�..c. '�'- .. iit+i'-•-...._ "" '--...`_ •_..._._ ..... —�"'_ — - ._.... ___ _____ .-. ___ \ �\ /4p 142 r �.- �''' �C. — .._. •-,y•`�t,,. •- -•-," i -.-i�_ - ._� � _ ..\�1 �._ _ 1 I # #---r�-•�..,,-.�• __._ ��,• = � __.. =1.�.� = M. - G� _. .... _..- •: �R..._ - --_----.-- 4..____ ••-•-_ __._ ._....._ _ __•_ _ _. " .. _.�"_.._._ ..__ _� ..�' _�_ _ 15 RCP 5`-0,0435111#x('� AND . OADWAYAMP V ME_ r,.•".•'r ✓r ,� �' �t yvr" "•l _"" -'r• _ ...�......... .•-"'•.-.-^_-_-- "_--•-,\` ~`` -.i'r� f) (#1 �\ / v r� i� 1JJ , r rf �. ,� `'\\ ,r-lt�+"'• --r _ ' \�. _ r' _ - -'" r --'' -'' .r' r ' r� = -' - r•• -- _ O c�F'~ ff'% J,t t r;� '� 11 �BY:PLAZA= A BUCKL f3 NTS - tt 1 i 1`\\�AFL: 129.04 .•''"5 �� -_ _ //, f//l j Y,,t k`t i1 t�tJ�i/j//�'�;-~`= �► It r'~ '' =��� =_ =_ __ �_ �- ��_�_ = __-_ _HILLS SEENOTE�14) -�-- 125 `\l#; €t 11 r%�___ __ ___ --� - �`_--__ _-_ _- - } ! \ € I I / ,� — -- — _....-......_ — _ — _ _ _ _ — ..._. t 1 / -- -- / � : •` �• "•..'' .- -''' \�5 -'' / ; r� /" / /'r�' i'i (�1� \ l ,.,• - _. __ ......_. t 29 - _ v\ ' `-.,,, _ J/ / f f !�i•, t /�[ t �a�'3 '1' \� f t 1 t 1 t � !r _" `- -. \� t f # € i 1 t �t 1 f •'' `,�,,,i- '—---•---- � _.._.._.. ____-__--- ..__ \ � ! � ,_...,.. -' / r' I '�+"' ,'' ,,t1 �" . f � ,r - �Q' •�`'� ,,,, .,.- 7 / f/ ! l , f X ,, r l; • t j� J 1 / I # t+ t € ti.,J f 1 /`-` ...... -, ._._ ._ ......._ _...__ _. �..' � �. � = . �. � . ` .� � �..,... �..•'_... =� :. _ •...,_ -'� �` _._....._ `�:-� ......._. _. _ _ ___- _ \ ; { `�'� �\ \ . "_ r ✓ r' % r y!% t ��r'�,.-� �r j`''� i j \ 1 ' \ � / � �` 'tJ. � \ ,'`'-- / ''• \'�r f ,,,...� � ' �� ' r r .' r r r /r � '' J 1 t It 1 � .r• '" -- ,,..-. �� ^, i / � /// �/ ,k. I Q i ; J j t 11 �t t � t f f 1 # # � � _... LI.:.� � � - ..... _.......". - -- - - - -• -_ ._... -- - -- -- - - .._ _ � ..._ ._..._.. - "_.-- "._. •_.._ ..._ - - ...._ _ ..... _... \ \� � •-• `6 J I .- \ � � •,,, ••' ✓• �'fi •- , '' �,•' �, ,•-' ,,,. ! r•• ./ / � � ! t ` / ,,, -t 2� ' `' 1 ••� �"` ` •' ✓/ /�, // % // I, 1 �' • f }� " , I j # 1 f !tit'" r ^\ ;) t Alb /� 'f / �`'.' �' r� ✓'��'r 1t in i \ _- �✓ �J / li/,l�//,'t.= 1 V rl jr i t t 1 t 11 f IT7­_ \. �,� /�� ,,�-`,,� , j t J ;I \� .+rr '\ ,--_. MATCH LINE A -A The location of the underground. utilities shown on �1i ,� ,r - ' , t 1 �€ �_--- '" -,'' ;�', p/�// this plan have been obtained from the best available \ SNET Sf1EG t 11� �l y � MATCH LINE A•A ///, / /ICJ t? t2 t4 92 3o Windsor Town co.n►�n�s sources. The actual location of these utilities --139 S0. WINDSORStaff COMMENTS 16 II.12.92 S0. WINDSOR TOWN COMMENTS should be verified in the field by the contractor. \ / / %/r c/ T.B. I_3_0_ , 14 9 �I.92 GRADING 3 II.21.89. GRADING/PARKING Designed - - d # #I I # ' # # / .5� E+`5/ i r'' r'' '�i';" / �i\Jr ''� 1__ - - N #liiiil� i I l3 6.17.92 SITE LAYOUT 2 1)•7 89 GRADING/PARK �ia�e �enJefL ,fit�t�6'l Orawn J.S.P. J -- _i3o �t#ll�#' i ( Consulting Engineers, Land Planners 8� Surveyors 1111 ' # 12 9•l0 91 SANITARY SEWER FROM TOWN 1 10 20 GRADING/SAN. SEWER /WATER Checked C G .'" "" t/ \\rip, ,� ,rr r 'J,• f'�• :r-" ,,�' ,_�/,^i\� /ro`0,1�; i r/ _ "- llJ;�i' i 11 8.26.91 TOWN SOUTH WINDSOR COMMENTS No Dote Description 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale (= 40' 10 8.19 91 EXIST. Revisions t ,ram' \\z',o •-'.r :,%'��� rrr .- / '' ---' -'"'" -"'" O r`°�t,,�' // f // �' = \ I1#I �i t GRADING Oat* 8.31.89 /, I I t 1It I 9 4.25.91 BIKEWAY REMOVED / \ `'i i / / / r «r ♦ / / , \\ \ I I ' , F COIy ,',ICON ; ( I I I i, l l l •�r•A O. H -.. -- f�.., 'f� F N- ;•.. GtNEERING PLAN Sheet No. 7 8 4.17.91 GRADING a`` o e # t 2 I.91 SAN SEWER /WATER �I HILLS //// /-''r _^-''� ' ti'',.•/ ' ' i r., -'-' //// /� / f/t / 1' i ,\ I I I j'�j i i ? r`�y, ��� M,�` o��.; .�.�y�'1,�<` c�.� //r l ♦ /, J - ,.�tl r'" i r' �/ , I I I li� l i # 6 5.16.90 BLDG. /GRADING/PARKING/DRAINAGE ' _ ,'' o '` ��: J!LAZA• W)ML ND 5 1.17.90 PARKING 4 l2.18.89 PARKING/ISLANDS = ? _+No. 4142o , �� t o , No. 414zo � � DOWNEAST ASSOCIATES 3 � / r �� . - x / c• - _. 41 MODIFIED RIPRAP <--F@IlTERt P ��f@ Rf No. Dote Description •.�--�...,�., o .�F >tTE��00 `� _ `.�' 1• .° � '•.`,,, NAL *fANCHESTER,,10U # INOQOR, , • Qot+iNECTtCUT Job No. '• a INTERMEDIATE RIPRAP Revisions ons S"R� N� - r •, File No. .r I- 0 d// /9 `�../� ✓� i� 7 w IN 1 , - -- ji � ..,.,._....,� ._.�.,,„.•.._-,^..,..... »lt.,,. �aC�` ✓ ''r "r ... .. .......»... _� � __ •-••' �.. � � ,,, _•, _ .... ^-, ti\ cf3� �"'"�.,� /'"� � � C...i i' rf ��.,`T'��4�� e "" `_`. I I �i "` --� __...... 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DISTURBED ) f i ?` ► J' V t I^t / sf f �� / /� /1 t PORTIONS WILL BE STABILIZED „WI.THIN•-14`DAYS € rf f, ' it J� t } ! / r - - AFTER CESSATION OF WORK i fkN SUCH PORTIONS- --AF / f 11 w i ! / J} 1!, ' `I _ _ w -~ j ,, ✓, 1 t1 1 r f f/. o f !1 ,'�t� � �t 6 f / I/ ✓• 140, ' j!/ / ".......� ,.� �. „..- _" .„. ! SNE,T /t N m M t V/ SHEET INDEX Ali W X U) CA.1137 V f4�de , Jen aen ' e�i,��et Consulting Engineers, Land Planners & Surveyors Silas Deane Highway Wethersfield, Connecticut 06109 Desig ned Drawn J.S.P. ra 1 10.9.92 SO.WINDSOR Staff COMMENTS Checked C.G. No Date Description Scale I "= 40 DO* 9- II-92 Revisions ENGINEERING PLAN PLAZA AT BUCKLAND HILLS DOWNEAST ASSOCIATES MANCHESTER, SOUTH WINDSOR, CONNECTICUT Sheet NO. � OF•COIyNE�fri�� •:y�j, `< -,A % No. 4142 . %<i,Tc��,�' •. �ti--....,.•�� {° •�,� SUft """•••• �F•CON/y� �i� �� `� _ No. 4142 T.0 : <s'•------ �,;NAL E Of 31 No. Dote Description Job No. Revisions File No. MATCH TO SHEET II p as t ,•: _ _j / `•, •jb — tli /''J \\—''/�/- sn �l� - ,/' / '� Q/ , / /'' - r/- PC / /I ',•s ' \Ln ` \� PP / �- '__ RgP % i ;,' ZA ,' `�--_%\.\M\�-(\NO �`� �t` r, i \\eel M VA PC W J\ i i / ii/ r••- 2 / it 5 \ , ® •�' '', �_•\ \ !t\R T 11� �'\, \ PC CjCP \ \ �j J. AGT 0 RE. •' `�`\\'� � �•�`•'• ' 0 1 '� I I I 1 ` �\ Gw Mir 41 •.�!5+` _ , �' r\ -tU/ MD 8 D _ ,-��\°c •: MULCH /ENTI_RE v I i / / _ .'/ �''�' �� ► �� I i /- f }' �— - 14.5 JH i I�. �2 `_"' '' !:`LANTI G BED \ _mil /.,' f \1 t \ pC J / \� t : • IVIULI;H tN 1 IRE ISLANU - ca PC ' _=- • , ° 0000�&�T Pgle /. a \ ` \Ac 4 `� ;' == 3 I PYLON IG N r- f v' 50 QC 1 5c \ _ MD v •NOR/� /� ��� PC U� F C 6 8 g O 23 �' `/,>/ `� I \ _ - _\\ MULCH ALL PLA i S Qcj i F' 6� O I _ O JCS AC \RE - -� \ ISILANDS TYF? A CH \•' `-- \ \.rC NO- \ i I ,� 17 - _-_- -� G B 6 ` l \\ , ,i PAP ` _/—• ...\ 1 �j� \ / ,r Mv� 0 e l'o)O 12- JCS I/ s 27 \� <4 o \ \\'ESNET rtwu \ ANOSC�� _== -^' 64-11 PC I ' . GT �/ , I , `\\ 12 \ I I M\r1\M =__ •- : , \ t5 PC TC 11 IR /' 26 40 �rJ 10 t� I \ CH \ GB • ,' $ _ - 0,\ TD E \ AC I Ep C0�1E 1 GB _ _ - w ZS \ \\ \\ ,\ M G .. \ ,sD TD' ( r' �i \ \ '1. \ \% rDi—''/ j O TD 1 - GT \ SF�NCE \oEs `\ Sx B -� \*\0 ' • - s :. 3 . - •;: • I \ AU \ — - / Op,O ` I �� _ `, 2 \ \ '• �' \5\'P •`'3 �•• • , - / MPS��C '•�: GP'C� . 03 J\ ,i;" ' G B \`, �► 1 __ e = 1 •, ��0 R - , r ,= � \ \ >; PC `\ -(\NG / J` ® OV p FEN +:�� r�Ll w: ) ^ - ^`.�•Ipl ,� _ _ , `�' I �I i ` \� i 1 \ GT . \ MuL • • •• \` G , RC 5 J H 5 G 045 CD 3 �QS�EENON� , M D �, �' rn \" ( /�\ v\-GN' Y^ -ly ' - - d F P GT % s ; \\ Vv \tJOpo fR0 ' i 14 4 , M I \ ! , Ny i ' / FOG^` _ SRO .� PC / I I'� I M - _ :_ AC C� \RED ,-s=- \ gV .��NO ' / 1 p JH -- 14 PLACE PEA SMISLE •` pN N,, t 38 I _ \I� �� \h 1\VAk ?54400 I ; \ \\ 5 y " 'j?i �\M\ ' ;.:.:.._ Mp - I ISLAND IN LIEU _ BUILDING EXTERIOR FINISHES GT , Lr. ,•i•••t•t'•}i• / /' /'/i/• _ •'' yr� _ ��---II 1\� � BAR � ,'�i'�/' p� SIGN ~ 3 \ ,;� EP E�0 FOLLOWING IS A LISTING OF BUILDING MATERIALS PROPOSED FOR THI: EXTERIOR OF W -�PNo \ PSSS PLAZA AT BUCKLAND HILLS. GT - 3 p I AP ,t '''' �' `� 1. THE LANDSCAPED AREAS WITHIN THE PARKING LOT ACHIEVE REAR OF BUILDING PAINTED CONCRETE BLOCK WALL, MEMBRANE ROOF- WITH --; f�0 N/'v� _ •, ., •' "- 49 �/ ; 1' A RATIO 0 F 20 SQUARE FEET OF LANDSCAPED AREA PER _ STONE BALLAST. w JH !/ , ''� -- ; , F�WING P PAICE. G /` 19 \ r ` ' FRONT OF BUILDING ALUMINUM FRAME WITH INSULATED GLASS STORE1 RONT WITH M 1 ,, ` ,' - `\ ` , , 2. THE LIGHTING LOCATIONS SHOWN ARE SCHEMATIC ONLY. SEE DETAL \ 1 / __ -`• P ' I / % `-� I ANODIZED DARK BRONZE FINISH BRICK FACE COLUMNS WITH v \ = Q\- a2 / C' , I I h I FOR AiC R AL UJMI NA IRE AND POST INTENDED. FINAL DESI GN BY OTHERS. 29� ��_ _ \:�'; • RCN ,� ,\ v ��, , 1 r\ LIMESTONE BASES ASPHALT SHINGLE CANO-PY RCOF WOOD A i ' _ — ` ' '' My '�� �J/' �� / < < z ` y` \ ' >t - ` \ \ 3• THE CLUSTERING OF TREES ALONG BUCKLAND STR AND PLEASANT PANEL CANOPY SOFFIT, 5 k \� �TiSIGN BAND WITH SYNTHETIC 's ' j+i `1 / {-'; _•R �_ - i ��,5 P r✓ \ ! �� `\ \\ PLASTER MATERIAL I j . \ VALLEY ROAD `NETS THE MINIMUM ZONING RANT OFONE RI L FINISH. 51 I , .-• , • �� F ; � •_ TREE PER EACH FIFTY FEET 06 ROAD FRONTAGE. .. �} ` �,`` FEATURE AREAS BRICK WITH LIMESTONE ACCENTS, STANDING SEA11 METAL r �� , . /z ;'.,• 4 �► f �� ROOF, SKYLIGHTS A.+ -�=- •: �:: 14 � �, ' / �\ / � � -' - •. � x' 1 4� ALL SHI�JBS AND TREES I�Cr4TED AT E'NTRANCE DRIVES ARE . ;y "' _ i - - J \ \ •�3 0 \'` SIGNAGE BACK LIT ALUMINUM FRAME SIGN, INDIVIDUAL LETTERS WITH NOT WITHIN THE MINIMUM REDUIRED SIGHT LINES= COLOR PLASTIC FACES. II M •` N 354000 , / N c l 5. ALL FLOOD LIGHTING AND ALL OTHER TYPES OF LIGHTING a -�� :, X \ ' t° WHICH ARE INTENDED, TO ILLUMINATE THE BUILDING OR YARDS SMALL* BE ARRANGED SO .THAT THE LIGHTS WILL NOT SHINE 7. AS A TEMPORARY PROTECTIVE COVER OUTSIDE OF THE NORMAL PLANTING SEASONS, ALL INTO THE -EYES OF ANY PERSON EXTERNAL TO THE PREMISES, DISTURBED GROUND AREAS SUBJECT TO EROSION SHALL RECEIVE A WOOD CHIP MULCH APPLIED AT A RATE OF 185 - 275 POUNDS PER 1000 SQUARE FEET. ALL MULCH SHALL ��;,t � I~- .', -�� _- � � ,; _____•' �'1 OR CAUSE A NUISANCE FROM EXCESSIVE GLARE, 6. ALL SEEDING LIMITS SHOWN ARE.APPROXIMATE ONLY. IT SHALL BE REMOVED PRIOR TO SUBSEQUENT GRADING AND SEEDING OPERATIONS. BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO LOAM AND SEED ALL AREAS DISTURBED LURING CONSTRUCTION. 14 l0.9.92! SO. Staff COMMENTS 3 II 21.89 REV. PARKING r— •��� 2 Design d KRJ :r, "• ;, r .. �. = �� '' -'' ''� _ 9�a:i a en yen' t ri. • • }� . / t 13 6.17.9e_ SITE LAYOUT 2 II.7.89 BLDGS, / ,SLANDS provrn KRJ ,' f / Consulting Engineers, Land Planners & Surveyors -- '..z�' / 12 7.15.91 ROADWAYa LANDSCAPING I 10.20.8 LIGHT FIXTURES/PLANTED ISLANDS y 16 - - — --Description — — - Checked CG 15 II •09I STAFF COMMENTS No. Date 1137 Silas Deane Highway Wethersfield Cc n►•,ecticut 06109 s t ;i / I Itl— -- SCOlt I =CFO +. 10 �*_25�9-11 TOWN COMMENTS � Revisior:Y - ,. A r4 $ \ t 14 10 9 2191 BUILDINS, PARKING, LANDSCAPING LAYOUT PLAN G 9.4.90i BUILDINGS PARKING LANDSCAPING ��F cow"�. f � v f.o,N t- ` 10 7 7.16.9i BLDG. LL�01 LANDSCAP. 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I t 7C 11 SN T I �•i-Y'�i I ` ►, , `. � \ 1 \ �,__ \� \\ \I rs '\- I j \ , t t , I 1 ► 1 I 1l; r / r 41 r� —f 1i t z► , t 1 ` ` , \11 tI / 1 I► 1titTsC pitI 1 I t t I! I 1 �,1 \/0 \, \ `,�� ---:.w _7, — -,. _ —� _ < �' :�,� --•c --: ;—k—_ :<-:�-t-. �-f , i / / �' , _ _ ... / �`i"�' t ' I { � ! ; I i ► ,- / PROPOSED I LIMITS OF tXISTING • / // /� \ \ �X\ -'\ � Ir _. /t\ � -/�'.' ,: \\ Y :xi_.Y_._f_ h-•.,��-F' • • •\ ' 1 f , / •� .. •• .: I•.• •• I VEGETATIONREMOVAL'' ► I I ► , 1 1 / °` \ `--- -_ I t / \ `\ •\• ' "' • `' • • ' -.. ' , I .I, ,I j I I 1 1 1 ' N. , • \ � 1 I ,' ; � ` ff \ APPROXIMATE LIMITS OF GRASS AND WILDFLOWER SEED / I �, vim` • _• • ' \ti \ �. - •'.. \� ' • '• t• �' MULCH ENTIRE ` 1 \1 \ \ 1 ! . ; _ I 1 _I \, • \ 11 \\ 1\\ `? \ \ MIXTURE. SEE PLANTING DETAILS FOR BERM PLANTING \ �. ► _ ,' ~ ��. r�' PLANTIG BERM \ 1 rt AND SEE ENGINEERING PLANS FOR GRADING LIMITS \ •' - ' ' / {` 4 ` 1 J\ \ .,\ ; \ `_`` � �':;�� •:. ,' .:.1' t � 7 '�; /• /� ,, / , //�/ / , 1 \ \\ \ 1 I1l I i 1 _`1'• II { ` , , i 1 \ , \ / i /r \\\�\ `\ ` -�` `\� I • , t '� / 8 WOAD FENC CONSTRUCTED WITH i • 1 \ 1 I I ` \ 1 -----/,� I r - `\ '\+- \\`` \ \ \ \ - ,, �•`• ��' b \,,,`� I• i �t• 1 �� \ ,GOOD SIDE FACING NEIGHBOR•-rr' + / t I }- I , �' 1 ; 11 ► , 1 11'\ 1 / i \ .lY_ -'- _`. \ \\ � \ \ _`\ \• •�� .�• t• / 1 1; :I, I I 1 � r \ l , I 1 1 I r i } I 1� 1 t ' \ \>\ / 1 I I 1 /' ---- \ ,,`__-• \ \ \ \ \ \ _ ��___•-;'',dam 1 :'• -\ j / t � , 1• 1 1 r I I 1 \ \ ; �I I ! I • , 1 r \\\ 1 1 \ 1 it / • l \ . \ \ \ / __ .. .•,;•�,'• ;c`�;'I•; •, '1' ( I •.I•- 'tY1 / �`.J// I 1 t 1 ! r 1 I 1 /. \ / �,F \ 1 \ \ c / , `/ i l , \ •.` 'T -. .� ; � ! it -\ - \. So a_e •.e� � _�, / I � �'.�.'�4r'•=__r-r- ___ -- _ = ` 1 [ I \ \ Ii t +, / ' . l.• f/' •D �,O O/ . • , • % ,'rat. ••.• " �- -- •- ----r - - \ 1 t'-�Li / �\ • \. .� .� \� b } :i' . • I • • . -•y • j�• �. ' `..• - .�:�, _ _ .- - •� i r -_ -1 _ - 1 4 ! \ / I `_� :: •. z .Jr "•�'� /� - - =3 - _ �'- _ �: _ _ _ PLACE PEA STONE / ,' ,' �. I \-y°� 0 \ �. \ \I: "�". %�, °"`'` �••:: . 1`; -/ ' ... ; =k,• ;;,,�: :° / I I , '\ IN ISLAND IN LIEU OF _ _ r . :�� ' _ •s os �. _, \ �1 -3 I /"-��l I i SHREDDED BARK MUI cam`'` 1 I I I ►�'' .. BAR K MULCH. /- / / SEE AH DISTURBED S-W1fil�-GRAB EED MIXTURE �; ..•J• • �.. 8 "J i ► \ _ v0 \ r` 1 • cab o t { / / /= i I \ C. s - -' / ,,// N0.& NY//ADDIT� ALA AS IJ _DUR NG-CO • ' .. ; . • �~ _', 1 1 - - / - ' ' - .o • • . • ; . 1 I i I O O - - - - i - -"L_,� _--- ';•''� .:° o `����t c ovy dog,.. �' ,s.:•••''• LIMITS OF MULC E / TC 1 t 1 1 9 1 T I _ FAD O M r ;5`f UCTiON SHALL BE-S�EDED 'WITH THE SAME-rTk11XTURE �,�,- , o , , • • { \ ., {•,;; _ • , PLANTING BED t �C ' 000 {1 ., E - `.-_ // ! /• // 1 L � - _-\ _._ ''/ '• '•'�•"I • • OOAf '- v J�O `,• • • , 1• I •• • •f , I /- /,` I I I 7•••• -1 .. •.'• 1 \ 1\\\ O O �.7( °,, •• 1` 1 / / 1 / / \ _,�- T --_ - •i'• • _ _ -o o g 'o,� 3'�0 , •,•,: • / l I �i ••.•. ' r / 1 ► _ _ i.. \ \\\° \ 0 t , I \ \ �, / n \ /' _ _ _ ` . - ,•r �; %may ��- moo— ° o . , ,! • i,••"� �/1 i o l PC - \\ O PYLON /SIGN �- __- / ' / \ \ /-• ; / _ _ •r . •/ •'� `i -, . �- . ...' .8•>� .; •, , . , r j. •. ,•.._ = j�' J{/ ` 1 t / / / � \ .__ \- i /.__ - .__ e of ,�¢i p • .q. ��b �d�OO .� . • ,�• - / :•�' _ �' ♦ \ n� ._ - • •.,\ rti 1 ` l t � 1 I� / 1 / l ,,-/ -- %� fri • O� J�:�psf/ O �I I,jE ., , ., ,•y / // _\ I - iw , O / \ 1 ` \ 1 ` - / 1 - - � _ „� ` ' / / / I / ` J / %'� • , I •< v s �, ` c ' 1' i. ,•. • . .q °3v r Is io 'e,7 ' / / , •• \ 1 � t ` , _ _ - _ / I / � 1 r _ ' •� ',•; „ : < < • :' r / / i / 4 •', DUMPSTERS WITH SJRROUNDIN ' WOOD :•p ; •,:.' _ - .:. :. /./ FE�/!CE ON THREE SIDES AND FRONT O �� 1_ / // // % % \-/ �-� x _ • �,'. :'`• i00 ca• •�- w %� �,r~ // / / / /� // ' I� \ K� 1 •RE PER / -- I GATE FENCE. 1 1\ I `, \\ 6\ \ 1 ( \ ` �' / / % / \�,-i\I \ / �: __ �. �[i• , t / •S .',• • / %/ // ,r_// 1 2/1 �\ •��" ,,�I�.R /� ,iy. �f�,ti,�• ' , 1 1 , \ %• , , _ - .: .:. �_ v- 1• • '• •• NE' , 1 / � 3 / � �w\ o G g :•• f• 8 MINIMI,IM LANDSCAPE, _ _ _ APPROXIMATE LIMITS �i ,/ ,•' r _ - ,.,�{ ,• - ' �. - f - -, -_ • •-�N. r I : • ./� ' ' /" �, PK G / /' " 7 •" BORDER ►► 1 „`>\ 1 \ I , S �' t t \ \ _OF SEEDING , / / _ _- _-�_ - z1- •r" I f_,/�\J \ _ �' /' � / � J - ' � / . ' �r •. '' �t' ' MULCH ENTIRE BED l ! ' Q ----- -_ __------- _ -`___ �/- • / _—x—% •a^-c— r l�rT'�-",..;c_-k-.. n—C-t—.1-= - / Q /- % _- `r/ i _j / 1 / C r K ( .�(uC' :i•::• :1::�.�' LIMITS HOW i r _ _ — i — _ • • — _$ t. — — — ^ — — r.� f . ••— — — — _ _ -K — X-7f �X—JC �-n{ ( r iC--iC— yC—.— —X>~� - y t ^ /'� ? / / / P 4 �` N L 1 - cam`` =_1 / \'�_� ^-- -, - . ', •l t .-- / -, �- \ •,pa �' `':,^ ',�• `, •: •l�':+;t��;., f ZS / 1 •, �,I`I, `, I / ,�.. z•' I I / / INTER ;r :..•..�..,: / \ \\ -/ , 1 / / - :f•. •',�f•`,f•'t•.;;• \ w - / / / / /" / % I , r JSi ! :,' ••f: ?.;''{' ti / \ 1, i t"t. i loll . • . • •,::. . / CREEPER;: , ' , 3 � ::f 1:•. / - �t ► ;,1 / PN:' SEED ROADWAY / LIMITS OF RIPRAPiTYP.) /� /'' f•. • , ',. ":.y" CK �\.`/�//' .�� COVER.D/� / _' _ '.� SHEI'LPAREiA! (SEE ENGINEERING PLANS) ,' ; . _ / �, a � \ -�Rv \ / / \ / / , �• GRASS SEED MIXTURE NO. I l I �_ -� •, �,.-� - ,• . let-;•r'�, ., fir, f -- (O ,''�' \\ ��. ,' / // / ,' % pc� MULCH , / , GN gEO :�-'d'; •.�:;i I . I 1 ~\+' ► 1 i ' i'4 �i 35`=' - , t _ .: ' �� ..�/ _ f',/'. • , ••^ �" Ilv0' / // % r/M S:' P 1/ ,' ISLAND , / /. PC uLCN M�\.\ ,,�5 :a `',•. e^.r , ---- -__--- �� / •. , _�_ •. - t_�-._• _ AP `� r ` �QFZ A` �� , / ///"//, c�1�1 . / / (TYP.) I , 3 F► �•; :� _: .J \\ \ \ 1, dr _ _--------------r � �=-:.•�'•% ;_ -- .001 T/ //� = _ — --- , Imo'• l" f •\\n'` /Z - _� �_ • , . �.. ~: . - ,'\ AP � �,EM _� -- - -\ 1 , / / / / / ,/ ,� ,/ / , /�1' I 7 ,' - ===='_===_ = - _ ;. SEED SLOPE AREA ITH 1,t - �: �/ .:,,,s••' :.: 1 i c �P`` 2 28- _- �.:�• v GRASS SE MIXTURE N0. 2 • .. // ,i ''�,\tisi' ''•� - I I N�J ``O ,/ j / // , / / / / // % / '' / 7 ' 14 yi:;:%{;••!�'. : �; D •�" ' •;r, �� R . / /TO,DUMPSTERS WITH SURROUNDING \ �+ AP JS _ WOOD FENCE .ON SIDE `8 • :. • • •�.••• •"' / / I / / / / /, / /'� I I ::.= FRONT GATE FENCE. 2 r ►` \ �� t u 1 -- - -/ ' •+.: +cam' •�:' \:i •u 1, ! I MATCH TO SHEET SHEET INDEX .3 11.21.89 REV. PARKING_ . ..... 13 IO.9.92 SO WINDSOR STAFF COMMENTS 2 II.7•89 BLDG_S. /ISLANDS 12 9•I1.92 LANDSCAPING 1 10-20-81.1 LIGHT FIXTURES/PLANTED ISLANDS &I 6.17.92 SITE LAYOUT No. Date Description �' 10 5.13.91 SaWINDSOR TOWN COMMENTS- RAvisionmf - 9 4-30-911 STAFF COMMENTS �..■..■.�_ —� - -� 8 2.25.91 TOWN COMMENTS uE COlrry� of CONK �J►r t6,.•• H, A L3iC ? 2 l•91 BUILDING, PARKING LANDSCAPING ••� �� '- �� • •�:'`s H'!M� 6 5-16.90 BUILDINGS . PARKING,LANDSCAPING I °4 a �- 5 I.17.90 PARKING i 4 12.18.8 PARKING /ISLANDS % NO.4142 i � a No. 41 t • _ No. Dote Description . �+ es�.. ,,,,.••ar Revisions pNAL Eft V jaS10, 69end'n id to le2 Consulting Engineers. Land Planners & Surveyors 1137 Silas Deane Highway Wethersfield, Connecticut 06109 LAYOUT PLAN PLAZA AT 6UCKLAND HILLS DOWNEAST ASSOCIATES MANCHESTER,SOUTH WINDSOR, CONNECTICUT. Detipjj KRJ Prow" KRJ Checked G_ _C Cates 8.31.89 Shtet No. I Of - 31 Job No. 5805A.- Fitt No. MAi CH TO SHEET 13 e• C i t; t t fi �' tf /1 f ! i '' ,• i • ' \ \' • '•' ''. •,• r'• `.,,,,•0 ,,, `� •`}, t i . n 1 , . �d \. �_ \ ♦ \ EtE \ IF PS .Y�\ l� Rij�E \S P /l46 x 2! J I49 8 j MULGi ENTIRE .., ' ' i _ RCN E I ! I \`♦ P�G 0 `�\ \8 ��\ RC, -- i t J PLANTING BED • : = h - M I ` \ \ ! E l --z Jtf rl ♦�\ j I R� t \\ }\\ i t V IN r 33 146 > 5IN ACK 147x J I i nl•�_�P, l `� \`\`\`\ \`•\\ \ \ _ > i ; • _ _ 1 ! } t)LCNN 5 i PCO \ \ j `� `\ 9 `\ AC 45 8 �� �I ) M/' \ RBP TD \ �\ \\ �� \� `�\ \� \TD 000000, EA 1 ! IN \ •90 NJ •' \� it : f ! f/ ( pV / `� i \ - ` \\ \\ A \ \\ ro • :t10EA 146-3 Pp st \�` t f / .r'• ' `:; ACK k `� I i • ::h•- 27 PM �S 144 r _N 2 \\ / �1 \\ \\ 1 \ ._ 1 SEED ALL DISTURED AR�AS •J, ' __ '' _1 --- _ r�\� �------- \ PP ! \ \ WITH GRASS SEED MIXTU E NO.3 ''t I _ w t ��� i •, Y,r. RC 3 P r . _ ` \`•� w �'` �-.. 1 t J t / ,� . • ;:_ ..,.. _.... RC jr �� � 1 \ \S\- / _ - 8 -� 1 \ J t ! �i } ` •, �' • - .' � �.• r "` "' \ _ -.. L ;. � > ,,, _- ._._• --14 8 - — '"."'� � \ t 1 I t:3 to `\'` \`_ +».tt. i r /� (!/J� i ` .�t.''=''0 3 __`•,......___ \\ �, rl \` t ,i - CH 1 i } 0 \ J •••»+. ,,, r 1 .Li 1 {,' , ` • I l \ • • ' ' ' , `' \ t„ i —, r' r.^ ,1 F id! 0 �\ ---- \ / l ` • ••\�••,�W �. R 1 � 142 -. \, \ r---' �-r- 9 I \ e I I 1 14 rn _ � �� l ! JJ ` •1 .w,. ,r•• ,� t ! A r2 `� �` ��'1 \ \ 14 t �5�ES, i j Ir 1 r ! _ --•! V ` \\ \\ �"•'•` `"-•. .1 i'/ .' ' !: ' ' •' `• � ! A I • ! - P K._ . _ _, ~ � i rt i � , . •' ; . • 1• TO GRPS / ; C� J t __ �_ �_ � � "\ i :��; '�.•: t, RC ' \\ �\ \ . \ •_:' : ' SEA � E N / i • , f J i _ - = _= '�`- '�`= J _J r- 18 1 MULCH ENTIRE \\: �b5 1` Ntr, iI / \GB 5 xB ISLAND CH . I ; �--/� '`---•....../ i • tcJ:.: . "i t \ � ` QP �`�` ��__r �' /l;t�;. f ---_ \\ t i t i 'i ` \`• 1 1 / tj CD �,I�. AP ' W_ TERCREEPER 1 `' S•• I I• �r�♦ \.."`` -�-- ..��>/ JI `� . �/ :,.�'. :f='' Jr _ GY\ GRO )Np COVER i PSJC AC r`� \` r '•�z•. /ACK 4 / J\ _ I �I i 1 1j 1 I } _ _ __ _ � - r `� . ` r` J .-, r'••/ ,.• �f, 1' 18 .`` ACK ! 1 ''••, 1 ',• 'I I } 1 - �' r '��,'�'^-•.... 145 ^•-•- ,..,. :� \ 1 '• 1 t xB �3 r- , / ` i 1 . • . - I 1 2 } _ _ ___�__ f ':.••. �•� - t`,.___,, ` L t\ ` _ J----MU'tC��" ENTIRE = : ;•• � I 8 \\ \\ \ ! �r I t � •,1 i I �Q - ! .-' �\ / � / CD ,__ ISLAND (TYPIs1 I RC �GB �'( I • `'' _ L1141IT5 OF MU r gyp' -_._ ,. -_• _ ...�;:� �;: ;., _ 1 p,RE PLANTING B --- \. �� \•.- �..___—" -3 `:': ACK ;• II r / $ \� GB �` \ t i I \ MV \ _ ,_ :•_•..'°'" �\ .- - / \ — . _ :_'•E -..._ _ »,• -• . - .• • / / J 5 ' - � \ =- _ • r-.r''• �P 16 � \'.,` •—••... .,,' /� � ` \ .'/ .Y•f ''�'� / GB \ i � i MD i='��=_� '� •• GO aGG,Q -- ► _61•�' '>';t t `�♦ .-. .-__ _ _._ _....._..--'' -.`_` ,_. 1 /' _ > O RC \`� t` CC 264�" ��„ r / .• GRP --/ % / / // AU ,,,�'-•'`�\,`CJ/j \`• '�' :.. • ',.a • tf ,• .'".'•._.,........rr.•" '."',•..._...•r�,• �:.i »•• J (• \ C2 \ ,t'\ 1 .`• • i• �+�� � . a� i Z,7 i ','' //ram/,. r��"/� 'I''r / 40 i'• - PYLON SIGN M �jty;;� :tip' �r3 PM 4 _''E= --'- ' • `' •• I `` t tri �•'� --' -'\ // \ \ \ � \`\`�` ` ^., ' `._ \ \ ` � `r...:"•',.,.,. ,,,.. „, •: •x•:: a•- -•..._._... -. ,._,, „ r. _. 1..•-'"'- `• / ' _ t i _ 7 � �- - �� ' � f 1 j i y' ✓ ''/ I ..."• '''..••' � i% • _ � ��\`\ \ \`\` \`! 2 \` • ..: ��•�� ;. E s•'• '1i ', ,. r r • F fi r-tom' •., / t - '` / `�` `'``\` .`:\ � `�\\, .. :.. • •• . ..•.-✓ 4e. 75 2 Jg +t} �• _ �_- -s.. , •• •1••' • i•: / ./ �j'i-,`{ I"/ / r f ...• \ ``�\ `.- \\\\` ~4` \`� \ - •.. 1� • ••� '•'•. .•r�'Y."`•r. JCS i } t _�- i .t •' r/ j t ����`V/,i/ .. 13 144 \\ `�\�5/ __� ram' ` IN �t'f�' !3 PLACE PEA ONE IN Is � \ /�� \ - :• ca _ ISLAND IN LIE.U..-OF �, .\'S - �� !l�� �i f�.� SHREDDED BARK i .-' ''r {�__ _ _..._ �.- ---- --- 140 zz- `\N \\ ---.� SEED RO�DWAY� \�\ \ �.� �� ` },� �\� \ WITH GR SS SEED '`\�``~��\ •�' �' �� t3s �•, ``\ / -/'7_ 1 ~t \ \\\ \ MIXTURE N0.Nx I \-� : r„•'�.,, `� .�1�.,`�` \ \ ` // ` N 354 400 N 354000 �,� \ `\ Designed KRJ �. ro �.;. `�.`: • � 3 II.21.8 REV. PARKING ' ~� ' -\ \ •., �'` rl \ �� \ ` `'`��'` t ''�� 2 11.7.89 BUILDS/ISLANDS Vf40 �en�en ,f►\ t�lhllez Drawn JSP �- �"" X=- \�'! � 1 �t1`t \\ �` �h --"- ` - . -•-137 - I 10.20• LIGHTFIXTURES/ROADWAY/ISLANDS Consulting Engineers, Land Planners & Surveyors Checked CG �` �•. t \ "' �- "--- -� -" i y 137 Silas Deane Highway Wethersfield Connecticut 06109 _ \ \ \`-.•� t ��� ti 1.,� r �� 11 6.17.92 SITE LAYOUT No. Date Description g y Scale I = 40 `-`.- APPROXIMATE LIMIT OF RIPRAP \ < < �t 1 i J 1 - `� / N T —`- -- (SEE ENGINEERING PLANS) tom:;-�:•."j'; ! t /� .�' / 10 9.19.91 ADDED TREES Revisions Dote 8 31.89 ' 15 9 4.30.91 STAFF COMMENTS � ``. ... - . ti ! r / ` `3S I I 8 2.25.91 'TOWN COMMENTS of Nf oF; •Nl�•, LAYOUT -P LA N `"*•, -.. _ _ ,•:'```. '`-. \ I// / tV CON CON Sheet No. 12 '" ._ `"----\ \� ��� ~\`�`•, \\ `` mot // / f ~ -'��' t S ` �' ��••'•'N.�M''cr4\ ���' •••H'M-�'1i4 ` •,�� _ _.,i'----` .---•' m j "� / 1 ` j, 14 13 0 7 2•I.91 (BUILDING PARKING LANDSCAPING •;�t' PLAZA 14T BUCKLAHD HILLS APPROXIMATE LIMIT OF SEEDING �� / ---- -�-.._ to I{ t E 4; 6 9 4.90 BUILDING PARKING LANDSCAF=ING ;> �_ , ;> si�` �t SEED WITH GRASS SEED MIXTURE N0. 2 f } E z �-"` t caif�!/-. �. r « _s0 RCP 1 Y 1 �% 12 5 5.16.90 BUILDING PARKING LANDSCAPING «a #;, DOWNEAST .ASSOCIATES of 3 � ``�`\/^r \ .•J iti /t/I if \ - "r ~- ._ \ ... t ��' NO. 4142 No. 4142 4 12.18.89 PARKING = Z o = ` � \ ./ \ f ! / I / •.'' "' -r ,._,.,.,,. _.""•• E - � i < :� t t llT E�irOt n• �tO/ fT tRb�i�v NO Date Description •, .„ .� ._� . _ _ __ SHEET INDEX do ...,.��� a�ONAL EN6 �r Job No. Revisions ""` Nt�NCHESTF.R,SOUTH WINDSOR� " CONNECTIf Fit* No• MATCH TO SHEET• 15 0 U Q a 0 I I 1 I 1 148x2 D n S O rn --I \ o � o _ MATCH o TO SHEET 16 \ Co — \ \\ CIJ J ` _ _�/ ��/APPROXIMATE LIMITS OF GRASS AND WILDFLOWER (o BERM A V _ \ / • �— �\ ��--�// / / SEED MIXTURE. SEE PLANTING DETAILS- FOR BERM w / ' . • . \'\ �- �� % // ' // \I i� // // //7*--- PLANTING AND SEE ENGINEERING LA FOR \\ GRADING LIMITS. V/�/ I / // O/ N / i / — / 1 APPROXIMATE LIMITS OF SEEDING ' 1 / APPROXIMATE LIMITS OF TOPSOIL STOCKPILE AREA. SEED WITH THE APPROPRIATE GRASS SEED � / ; . •t.'•:. \ MIXTURE FOR TEMPORARY STABILIZATION PER —_----_----------- \� / �• ��.•\ \ THE EROSION &.SEDIMENTATION CONTROL SPECIFICATIONS. ,., /\ .�� L\ / , / SEED ALL DISTURBED AREAS WITH GRASS SEED MIXTURE NO. 3. ANY ADDITIONAL AREAS DIS----1----_ 1 i / \`___� -• •1 — —� ---r r' — -----------'/ _--'' IA() --TURBED DURING CONSTRUCTION SHALL_ RE SFFDFII % / /� _\ _\`:ti_\� _ •- - �_ �c= �__------------—_-139-- ----WITH THE SAME _MIXTURES==_--- --- -- N. — iAPPROXIMATE LIMITS OF SEEDING.T. loo /� // / �,• / �� `� c- �` \�/ �� % J// > .��/-\33 > N 354800 loll_-H -- �/ r - _ `\ N. LIMITS OF RIPRAPloll \ / /•. - • ;• •%• •. • • '., •_ / l ! 1 l /' i / ! `'• �� \\ (SEE ENGINEERING PLANool , • ' — \ r Pile , •,1• r .:1 !:� F' / • • •/ I \\ .. I Pile; a .. .t •• j �I I ? ,1_ 1 \I \\ SEED ALL DISTURBED AREAS WITH ��\ /� ——� `---� l~ ',' : �i'% i• 1 \\\\ // I i \ :, • I 1\ GRASS SEED MIXTURE NO. 3. ANY 1 Pile '.• :. ' / — _ \ � � �; '. _--.�-:. • . i / / 1 \ \\/ 1 • . Z'• • • :. . � \ � 1 ADDITIONAL AREAS DISTURBED ��• DURING CONSTRUCTION SHALL BE ',.• , . • _ _ .. _ .� _ \ I r , ` \ SEEDED WITH THE SAME MIXTURE. l /�'� •• .•E• =-.'.,. `' ' -r` •: •• ' '' _ �� \ 1 \ \ ► �J / • : �V' \ 1 .01 4>0 'V / \ 1 / / \\ - • • -: 1. ' �'' .;• • •'•' I MULCH ENTIRE ,I• I J 1 I I \ 1 ISLAND a \ I \ L / I o - Q• P P►NG�10 MATCH TO SHEET 12 Fr6- LANDSCAPING 3 II.21.89 REV. PARKING V V f 4 de Qen J en �i e/ffille/d 16 SITE LAYOUT 2 11.7.89 BLDGS/ISLANDS 15 REVIS. QUANTITY I 10.20 LIGHT, FIXTURES/PLANTED ISLAND Consulting Engineers, Land Planners &Surveyors 10 430.91 STAFF COMMENTS No. Date Description � 1137 Silas Deane Highway Wethersfield, Connecticut 06109 14 13 10 9 2•I.91 BUILDING, PLANTING NOTE,QUANT'S Revisions 12 8 11.15.90 (MOUNTED LUMINAIRE NOTES ,�.,, LAYOUT PLAN p F C 0 N Ay►.. ,i�urc�q�4 7 9.4.90 BUILDINGS, PARKING QUANTITIES ��..�� °,.H--."Fcr�o•� ��,.o Of•coN/y f�r''•. 6 5.16.90 BUILDINGS, PARKING LANDSCAPING 'r�y�•'�� M'<'=`'°." .����.' H• Mi -:'°'•. PLAZA AT BUCKLAND HILLS SHEET INDEX �'; `iy �� ���'_ 5 1.17.90 PARKING �s �` 4 12.18.89 PARKING/ISLANDS * : r" = -* DOWNEAST ASSOCIATES ' No. 41424142 i r C P ,• A* �OrrQ Co _ V :i FCIl1TEa ✓ . .t. Af pf' .r 4/ No. Date Description '�•1 tio--IST,,, o.4 ' '•.,Fs'•-°'$;;.�•'°1� Revisions ��''••�, "RV ",�,;MAkCHESTER,SOUTH WINDSOR� CONNECTICUT O D n O m --I Designed KRJ Drawn KRJ_ Checked C G Scale I I-= 40 Date 8.31.89 Sheet No. 13 Of 31 Job. No. File- No. MATCH TO SHEET 15 I ' V \../ I M` \—\ I /III -\\`\ • : • .\\ \1 I I 1 \ � -\\ / \ \ r \ J i i / I I , � I •', I 1 \ 1 1 \ I I 1 \ \ I I t I \ 01 SNIT \\ 1 " / / /'— � \\ �` \\ I I► \` i I \ I # I 1i •f / \ \ I \ I V SEED ALL DISTURBED AREAS WITH \ \ I I \ / \ r I t I • I , / I \ \ GRASS SEED MIXTURE N0. 3. ANY \ / I ••;; \\ � ^ � / i �\\ \\ \ ADDITIONAL AREAS DISTURBED DURING 'I� I I 't t 1 1 \ CONSTRUCTION SHALL BE SEEDED WITH , I � THE SAME MIXTURE INCLU NG TEMPO- / // I I I I I ► r \ I RARY SEDIMENTAT ION DET NTION BASIP. I I i i i 1 � � i i •` � \ I � `/ i \\ � \ i Jr I 1 I � � �p0 I l j l I 1 p I j I I \ \ ► 1 I I / I I I I � I I I III ; \ 1 I t \ 1 1 ► I i I �� \J� I I �,� 1 \ \ \` \I \ \ b I I I I `Pile � /i`\ j ,/ ' ,; � I \ 1 \ 1 1 / 8\ \ / 71 1/ \� JSNET 1 •,. 1 \ A --_ _ 1 / co I �� I BERM uB ul I % / \`----- \� �i \ \ �. 46--- ----- O \ \ IN oA I If Ipile y� ( n . 144 / Q �-•'Y \ I ' • • \ \ \/ � —•--- \fin ` \\ \\ `\ \\_--_—_----_— \\ / MULCH ENTIRE PLANTING --' -f3 -- // /\ \ `\ / �- -- 143, BED TO BACK OF SIDEWALK V. Uj I I I �.' / �i• — / ---__ \\ \ �' LIMIT OF MULCHE lt1 /— = I I ; ' i \\\ 1 \ PLANTING BED P/ \\ //-- /� j l 6 8 tl 3 7 I 7 I \ 1 •' • \ /' /' 1 , I JC . JC �/ PN \ JC QP JC J \ ► \ /— /.--\/39 SNE1,I Ill /.'/ /-----'/''\ j 1 / / 1`/ /2 ` \ i 3 \ J \`� 2 (} 3 APPROXIMATE LIMIT$/ OF TEMPORA-Rlf \ J 11 / \ I / ` SEDIMENTATION//' TENTIC)N" BASIN \ I �I 1 l PS /4, _ \ PN \\PS PN ol 10, -70 \ \ 1 %—• ,• ' \ .' /, / S' • Y/ INS N / r/�• • • /''• \ :;• i•• is '. a? I- 'de \ \ loo I / I 1 / I \� l \\\ \SNET Ar SNET, i / 1 i 1 ��// SHEET INDEX • _ _Ar VALLEY \,3� i;� I 2 ;� \ I /gp 1 •• ' • ' g `'13--_ II `\ Q P Q P `\ Q P \\ `\ APPROXIMATE LIMITS OF GRASS AND \ �1 / / \�' s_/—_==__._-- — 11-0 a 1 \\ ROAD Q P \ WILDFLOWER SEED MIXTURE. SEE / / // //� , ____ _--____—`— \II /-- __— ►39' 3�/ PLANTING DETAILS FOR BERM AND SEE / ENGINEERING PLANS FOR GRADING LIMITS. // // ���_ _/----- 5—____—_-- _ '— �i \\ ,�I�\\ —' x= x �--•�.�x x x X—x x — ----_____ 13------- /�— -- _.,• ——___---__---------- SEEDS` —mac x--x—x•--x x ` •�``�'/ �� '�� — —------------- — \ 11 _------______—_-- SHELF AREA WITH=�__—"�_ / ��_—___ __-------____ ; —\�\\� 115"RCP NETT=t �.yt—'r—_GRASS SEED MIXTURE N0._- 130 loll 130 \\3/ /' GJ / � '/ � — ---� _-----_ — --_ /, / / / x / /, /1 / / / _ 125'—�111I II II / . ^ ..'___ __=--•--- __—---__--_ _ __ _------- —------_-- _------ 6_---- / / %5 _-----__ --------— I-ol If ' / / / / // / / I 1 \ . — // / / / I I I / / / ��///k' / �Iq �l 11 I 1r `—'''—� IIII I ` I I �111 ////�'�//�/ / //\I \ �7//cam ♦/ //// I 139. / 1[i!j I J1Ir `_'.._--- / / / / `"•+' J _---- � , r I I \ I III t� `--_=_-- ---,/ l l —\1' \ kl 1 ,1 1 / / I l ��` i /i/�/ GQ/� /// :-- 3 11.21.89 REV. PARKING ��QdQ ),e�LJ`e?L �i e/�Gt�i�'2 _ _ Surveyors 1 R�' / / //'// \�' /\?' _____ �/ ^'I — 2 II.7.89 BLDGS/ISLANDS / \$'/ / Sy.01 / / /n /.01 I I ��� I 10.20$9 LIGHT FIXTURES/PLANTED ISLANDS Consulting Engineers, Land Planners & Su ey // /� / /�// \2 ' 126__ J D D t 1137 Silas Deane Highway Wethersfield, Connecticut 06109 N // / �/' /�/' /� /' / / I ---�' �1 /� — / o ate escrlp Ion 10 10 9.92 SO.WINDSOR STAFF COMMENTS Revisions \\P�' 0 9 9• I I.92 LANDSCAPING • YOU.' PLAN i w'-F CONIyi� CON �i 8 6•I7.92i SITE LAYOUT.44 o•' o .. Ec ti •4'` oF,,,,.-"fc ••, / ,c ol-/ �/ / / / / _ _ 7 4.30.91 STAFF COMMENTS < �,, e < „� 5 _ , . / �— — \ ♦ y; � . �: A AT SUDKLAND HILLS \2 � / /// / •_--11 �� 5.16.90 BUILDINGS PARKING LANDSCAPING ; ° �: _ o ' // 1\\/ �/ %/ I ���% %�/ �/'—������ ` 5 1.17.90 PARKING = r 1�*� DOWNEAST ASSOCIATES 01 / \ 4 12.18.89 PARKING /ISLANDS No. 4142�. : No. 4142 • FCIN.F0 010 1 O ♦ .� A EQIf1ta .• 2 / / O / O IN0.1 Date Descripilon •.,'1,y•--•,,.,-��' -t �.,FS ••...,,•�' G. Lt s/ONAL MANCHESTER, SOUTH WINDSOR, CONNECTIaJT Revisions "Rv Designed KRJ Drawn K R J Checked C G Scale I"= 40� Date 8.31-89 14 Sheet No. Of 31 Job No. File No. Nb "oo'- 7�- wL0 w ool Will SNET\ `•—�— --- __---- — ----- —1140 /'% / \� _ �/ SMITHI►r\ -b �__ / \ / _C/ I. r-1�� _------_ c�1c•r--= -__ -- -ram--- --- _ _ �-_ _ l_ \ / / / -� —T•� �\ \_!/ - 135 --� ,'` TSNET — _ — -� _-----� ��— �� — — l ;STREET 1 / 1 i - —' V — r — — — — ==SNET — -:-- — ---=� ----- — �_— —`c \ t ( \ \ \ 1 / SNET � � � SNET 120 12 \ /+-/ / / � �--••-// _-"' '/ // l/ '_ \ /' -' --_1``/ / ` _-- -'- / "/' /'�\\ f \fir/ //�/ // t 130 le le 120 7+i1// // / +- _ice / — // _ / I / .i // / /" '• / / — _--_-.+/ // /� \ I` 41, / /\ ` / / + // //_ /// //// //�i �� /� /`/, /// // ///' //�� i -/ ram// ol \30 / / _/ / / /--- // / / / // // // /'/ / /'/ 33 '/ // / //''' / // /// ol 1-1 // // /�/ / / // /ol 11, / / \ 6 / / // / loo / / / 1 / / � / \31 // // / /I IN 11 ,-* .' / / / // / le lo, ol "o ol o-1 — — // / /--- —/ // // / \�\ _ // / // — / I / / / / / / // , //,— , r / / ,�••;0. MATCH TO SHEET 13 I/ / / / / / \\ SNET /' // ,/ / // // / /' ^-----/ I l i i. • •/ / •. /,•. ool le SNETI/ Vl// // � //' /' ///// /// /// --"—_--/ I..,••I I / / 1 I / // /// �/ / / / I/ 4355200 I \ x / / .01 — ----- :I•.-. I t l ,� l / r / / / / // // // i / / APPROXIMATE',LIMIT OF / �'/ ----- • 1 SEEDING. ,/ // / / I / / / ------ I I , /, •i • 1 // jI " �/oo \./ / SNET/ It ��/ / _ \ \ \ \ / APP OXIM ATE LIB ITS\JQF GRA S AND W FLO R S D MI TURE.1 SEE / BERM "B 4g// Al" _ NTING / \ TAILS/ ORB M PLANTING ANDS E / ool ENGINgERING VANS F(R GRADING LIMI S. 1 .y •/ r I I / 10101 / SEED ALL DISTURBED AREAS WITH GRASS / °o SEED MIXTURE NO. 3. ANY ADDITIONAL AREAS 0 / DISTURBED DURING CONSTRUCTION SHALL BE SEEDED WITH THE SAME /MIXTURE . I w f4 ""CA I Tp / I Sy�FT / / I I I i 2 1 I J/ No.l Date I12 II 14 13 10 12 SHEET INDEX Description Revisions No] Date `� OF C O N NE,� i•�••• i No.4142 1 ••i \�fQIST E*6O00IO •1O~� S U R V Description Revisions Rt w (n 0 V Q G V �• V iv de / )enaen �i' Consulting Engineers, Land Planners & Surveyors 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Designed KRJ Drawn KRJ Checked CG Scale I "= LAYOUT PLAN PLAZA AT BLIMLAND HILLS DOWNEAST ASSOCIATES MANCHESTER,SOUTH WINDSOR CONNECTICUT Date 9-II-92 Sheet No. 15 Of 31 Job No. File No. to III— W t U Q 0 0 to co N355600 W /.3/3 126 132- -- — ---- 133-- - I .0/ 1 1 \\ �' % '`475 10, -135 4 0 �- 136-------- M =- -_ _ice/ / / I 1 ��1 I �� 6 �`/ I .� 401 ju _�11 f �., sN ET �, k I SIMI T H STF� E t/- _SNE- II �� EI % `-tea '000I .............. I lip i i I ; / /:' / -x Deck o I i �/ t X 1 / BERM t ttA ell -- _ 14 XCK 1000, _0 fill 0 0 W cD W �' �4 14 6 5 `4g-' 7 SNET—�—�-- __ - i LLJ 149 Post I Of LI _-40 i / 150 ,�Iload - Pile_ 9 APPROXIMATE LIMITS OF GRASS AND WILDFLOWER SEED MIXTURE. SEE PLANTING DETAILS FOR BFRM PLANTING AND SEE ENGINEERLNG PLANS FOR GRADING LIMITS. k MATCH TO SHEET 13 e 15 16 II 14 13 10 12 SHEET INDEX INo.1 Date Description Revisions No. Date Description Revisions o -; No. 4142 �� �•� i o D fit♦ ••�� ��fCIlTER����0 p.� No. 4142 Q• C o. :4,o 0' � �••Q15TER'00'l ♦ s U R v f� `fo4��s N A L EN 355200 e K Ft"Q;se , )enaen v'i1��e� Consulting Engineers, Land Planners & Surveyors 1137 Silas Deane Highway . Wethersfield, Connecticut 06109 LAYOUT PLAN PLAZA AT BUCKLANO HILLS_ DOWNEAST ASSOCIATES MANCHESTER, SOUTH WINDSOR CCNNECTICUT N 355600 Designed K RJ Drawn KRJ Checked C G Scale I "= 40' Date 9-II- 92 Sheet No. 116 Of 31 Job No. File No. s Limits of soil classifications from the SOIL SURVEY for Hartford County, published jointly in 1962 by the U.S. Ccpartmunt of Aori(,u',ture, Connecticut Agriculture Experiment Station, and Storrs Agriculture Experiment Station. CLASS IFICATIOI14S OF SOILS SMI M STREEK �— �_ � -^� - - � �_ i • � - - - --L ., � 1 _ _�—�_=-ate -------------- dp V. `�—?`, E t,s7 •roc --.1 \ / / •• �/ / s>< `� ��, I � �ii - I ILJ i l / L- I%� I ; 00-1 1 �/ / � � C r�-� I // /�/ � / \� _ _ �� ���^ ./!i' /� // // � ' •��-mac— � r:l � - r I r1 •. {�) J MrA t1 J ,/Esi57Z r \! 3 sA t C� \ \ \ \ Q s 134 °utN W\5 ER'' 'M-r�\ ` ' /�\ `i� '•�I t`1 t - G N \ i g NG f. � 09 G /3• q \ 136 lip, A#A AGAWAM FINE SANDY LOAM -WELL DRAINED ESA CNFIELD SILT LOAM - WELL DRAINED Es B ENFIELD SILT LOAM -WELL DRAINED • `1 r 0 Es B2 ENFIFLD SILT t OAM - WELL DRAINED = ESC2 ENFIELD SILT LOAM -WELL DRAINED MrA MERRIMAC FINE SANDY LOAM -SOMEWHAT EXCESSIVELY TO WELL DRAINED M r B MERRIMAC FINE SANDY LOAM -SOMEWHAT EXCESSIVELY TO WELL DRAINED M 9 C MANCHESTER-GRAVE LLY/SANDY LOAM- EXCESSIVELY DRAINED Designed ei(ode , )enaen ,�i' t�lt��e2 Drawn J.S.P Consulting Engineers, Land Planners 8 Surveyors Checked K.G.9 No Date Description c. 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale I = 2.00' Revisions Date 8.31.89 •�•• SOILS PLAN I - O...... E�•��� Sheet No. .17 _ b'•�`' ~ M;<< PLAZA AT BUCKLAND HILLS * DOWNEAST ASSOCIATES of 31 _ No. 4142 t *to#iTc0.100 r�� Job No. 58055 Date Description Revisions +�O"AL G MANCHESTER SO.WINDSOR, CONNECTICUT. File No. i --�`X K I MATCH TO SHEET '_9 , p<\ER _ �� 9LA'�'' /,� '' ` r� 4 - N�O� N ?� l)SI, o 'C ry� G ,0 00 OvM OSvFt ��G�p\P�(E P // , - p►�OG �: / , =/ ,�' / , �� �EOy�\2 �pG� ` Np �? 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R �,' PN'C ,�\ ,, GL� ` -- `-'� i \ _ - _ 4 4 v� 2'� _ c� h T 5 �c/ \G� T',��•' con ' 4- - NQ. G to \ �� i G�OCR w• \�` �, �.� 6 O' , \ \,� ' ,(/�� - - , . ,c8 "' • 2A /. Yl ,R `°` gpthQ� - 0 J1 � S 0\-�G . � �� - 6 _ _ 60 g � .b -, ( �- _ - _- _ - - - - -- - - � ` / 60 �'� � ; CA � �Q ��-I % 5 • � \ � . - 1� \ \ j V LEv • �� � 1 GP� - - - . •\\�d ! co.�� - -/PGF.sw)? 8�p0{•A.�A p- �� � 3R 10 '�5`��_ •__ -- Q \�� P��- �. �ti -o. 2R - � O PN _ Sg ET ,��NO \ + I .,\Q ` •\ �' v♦-%♦� ..•'° l- \ - / _ \ _ `\ ` _�` w _ 1 \ _/\�O� • �lY� / l� �i r- i 4�\ •.�I�.. /^. �(�\�V� � Y \ +� Vol� p_ 35�` . � � � 5Y;/ �k�� ' - --- i ���� �\��' P�v E �J �� --, � 60�'`" /MQR`•' Np ` \p�l�-�i \ �`� \,'\ �OPQ�,aPN0 j SNE - Pole O-I .�• v 6 ` - A ; 2p 26\�3� BPR ' \ �p cJ, •-! , i PN� ` P� `SE GB' O 3 I \ N 354400 30 A\\RG �5� I G.�\P ,1 0 6 g- i GB - 0• �,, \ ( �. - JAW 6 `��'� I ► I �N "�P \ �` \ / \ �R �\ , ; I / d , � -�; Sot\• � �� -o � . _ _ � -� -� - -� , ` - _ �_ \ \ PP\N g\S� - rn r r, \ a,\ �GP, 213 // / - , r . 1���Jp� ;°tom: EROSIONAND SEDIMENTATION CONTROL I 66 � 1 '\v rah ,' S ,�• I r � :_ , - �- ' i `\---'�\ �`1 \ � •� � ..I'� \�P � ,' - _ i -' / ��t / /' �` � i t� \ `�, - �jp t� �. % 0 N� Mo t� ;- I. The proposed activity consists of grading, construction of buildings, placement of parking and ��4 O• ' / �P \vt Ti`� �\�l , - , driveway pavement, storm drainage and utilities that comprise the development of the Plaza , /g / G $ / / P / / \ �R -(�(P' _ _ o '� r, at Buckland Hills Phase I. R �/ / / �2 /\ �• \a b5 / 4� �'-fi Q G ` • F\R/�'� \' p CJ`` . .;' 2. In general, erosion and sedimentation control and restoration measures shall conform both to the 'Connecticut Guidelines for Soil Erosion and Sediment Control'published by the Q• ;� /� 1 \\ 1 6 v- - _ �%j '\ �� �y� �/ i = _ - Connecticut Council on Soli and Water Conservation, January 1953, updated to January 1988, \ Zlb `1 26 p ��•1/ \J r,� I / / i 11 I / A N�� j\% �� and to the requirements of the Towns of Manchester and South Windsor. i� g OPK , ►.PO - \.V R O �, � .- `' P ,-, �: /� -�--- \ 3. The projected starting date for construction is the Fall of 1992 and construction will take �\ C,P • �� y 6 ►+� q . FJ /\, 1� It a : �OGp� v _ / \ approximately 24 months. Appropriate erosion and sedimentation control measures shall be N / \ y �L .- - ; , \ in place prior to the start of construction of an stage of this project and shall be maintained �# 2 �" ' j i , d / R 5 - until final p g y / I 11 5� �Y(� ` SN pavement or vegetation is established. �j' O11" , RC' /' /' ' i i I ! �PO N� / �' •, ~( - -' / / ' / i < \ �\ 1 , \ 4. Additional control measures will be installed duringthe construction period,if deemed 2 ' R \pkD1 ,�n'1 P 3R / � � I I�P �` P. - - _ -_ � \ necessary by the Owner, by the Engineer representing the Owner, or by Agents of the Towns 66\ /F / CJ 0 • �j \ I / \ / P0� ' \\ N� \ f - - - �, of Manchester and South Windsor. Y . _ ? , / f S. The Contractor shall be re�p�nsible to control dust and wind erosion throughout the life of his �{ / 5 1 H ► / / I • �At\3/ I s it_ nCi� enntracts- neat mntrnl ehall inch�tio� but is not limiters tn� snrin{rlino of \yater ran �mncnrt enilc `\ - - �/ / i / O ♦ I CA- i - / VIP' ....a , r / 5N �ti i (L and haul roads. The Contractor shall control dust to prevent a nuisance to neighboring 22 3R - t / , / / I �� �� + G• rj\�� `�°��A ~�%% �' - A property owners and to prevent a hazard to traffic on adjacent roadways. e \ 3p �' ' p� / �/ �/ G N �' ` �. ��• �" 6. The Contractor shall provide filter fabric silt barriers around existing and proposed catch basins where needed to prevent sediment from construction activity from entering the �'$uCTIUN SCHEDULE drainage system, and such controls shall be maintained until disturbed areas are thoroughly �� T w • \� � � / ' (kR / - \�� J . - stabilized. `• - - - / _ N / M ��' _ - r % 7. Hay bales shall be used only as a temporary measure. Where control measures will be Install anti -tracking apron at site entrances. required for longer than sixty (60) days, filter fabric shall be used. G• P Y -�" /* 2. Place ha es and/or silt fencing as shown on plan or where directed the Engineer. ybal � $ p by 8m 8. The Contractor will be responsible for implementing this Erosion and Sediment Control Plan _ �\ GN ' - ' .�• - _(14 2 - '( �� Q t including the installation and maintenance of control measures, informing all parties engaged �,, o , 0G�'$ ' ,; ; = ' C. q 3. Limit of tree clearing shall be dearly delineated. on the construction site of the requirements and objectives of the Plan, and notifying the N \ 3 i Q� N- a` j� ���- P �0 \N� - SN�� I / �' \ \, 4a Construct and seed temporary sedimentation /detention basin proper Town agency of any transfer of this responsibility. The Owner shall be responsible for E`� _ \ ° 4b Remove trees, brush and stumps in area to be cleared. conveying a copy of the Erosion and Sediment Control Plan if the title to the land is \ t \\, S• Strip topsoil in areas to be cut or filled. Stockpile topsoil and surround with stet Conte. trans erred. ' 9. The Contractor shall secure the services of a registered soil scientist or professional engineer .f // ' r W ` � �� ` �� �'� i% PpS�o �'i� 2r ``\ I 6. Begin rough grading and installation of unties and drainage systems. who shall verify in the field that the controls required by this plan are properly installed and _ to r - P� , RG�% /� _ _ ` �1 shall make inspection of such facilities at least once every seven (7) calendar days and within rn `� .2- -/ .'� - •\E 2� /�-� �� 6A. •Install sedimentation barriers at catch basins. O - / GP /' ( /� 6B ;Complete droiroge system installation and stobiize outlets and basins prior to stoic of building construction, twenty-four (24) hours of the end of a storm that is OS inches or greater, and shall, by written • / report inform the Owner or his agent and the Town of Manchester Planning do Zoning 7. Begin construction of buildings. Commission of observations, maintenance and corrective activities undertaken for each 0 30 R 1 - , / / R 8 N� :� - � � � � ,N / � 0 % � � �- -- . I inspection. j/ •� S� p ' ' % I ^ 8. Install traffic control devices for roadway improvements. iR ' ' f 10. The gravel construction entrance anti-trackingad shall be installed as a first order of 9. Cut, excavate and remove pavement on existing roadways to be improved. construction before heavy construction traffic trvel to and from the site. LPN / Ark X\�� ,G\N i , QQ G R �� G� 10; Install sanitary sewer, drainage system and relocate utilities ut roadways. 11. Stockpiles of soil shall be surrounded by a sediment barrier. Soil stockpiles to be left bare for Q E �E P� // Q,N `° + 11. Prepare subgrade for paving. more than fourteen (14) days shall be stabilized with vegetation or mulch. Side slopes of + / �-�a - n� AN Q •+(� ., r stockpiles Shari not exceed a 2:1 grade. t ry 12. Install curbing for islands, drives and perimeter parking. _ 12. Whenever final grading in the Towns of Manchester and South Windsor will be delayed for 13. Pave roadways and parking areas. more than thirty days and fourteen (14) days respective)y, after land disturbance ceases, exposed soil shall bye stabilized by temporary vegetation or mulch. SN�A` .`0 j • ' , i� a.�ro �� I GOCj Y ` �` '� 14. Place topsoil, vegetation, and landscaping as shown on plan. 13. Sediment material removed from control structures shall be properly disposed of in _ �,- \\`� � � J.� � SN�� - - �� � � 15. Finish building construction. _ accordance with the intents of the Soil Erosion and Sediment Control Plan. . Remove sedimentation control measures when fill and cut areas are sta5ilized. r� 3 5 4 0 0 0 16 - N O f•1 R \ \` RELOCATE POLE r, CP ROADWAY I MPROVEMENTTSS� BY PLAZA AT BU KLAND H ILLS. (SEE NOTE *14) f NOTE: 'The Planning abd Zoning Commission certifies that the Soil and Erostor: -'l RO . �--�- and Sedfinentation Control Plan conpiles with the requirements ,of.,the Tckn of FOR SCHEDULE OF GRADING AND CONSTRUCTION ACTIVITIES hSanthester viations and the Connecticut )Guidelines for Soil Erosion and INCLUgNG STARTING a COMPLETION DAM, SEE EROSION a SediaentatloA Control dated 1988s As amended*. SEDIMENTATION CONTROL STATEMENT NARRATIVE CONTAWED WITHIN LICATIPti FOR APPROVAL Of • SOIL EROSION 3 SEDIMENTff ION C " AS SUBMITTED WITH THESE DRAINING$. Signature: Date •f Approral:_____.__ THEE SEDIMENTATION BERM IN THE PLEA$4NT-VALLtY ROAD/ o1 hereby certify that this plan is in. compliance with the Town of VIiINDSOR STREET DETENTION BASIN MUST BE R M,^VEn ONt,� Xanchester Soil Eros104 and Sedir*ntatfon Control Regulations And 0A THE GRADING FOR THE SITE IS COMPLETE A D '1•tiE s1T HAS BEEN STABILIZED AND -VERIFY THE BOTTOM ELEVA- Connecticut Guidelines for Soil Erosion And Stdimentation Control dated TION .`BEFORE AND AFTER CONSTRUCTION AND RETURN THE l�a as POND TO ITS DESIGN BOTTOM -ELEVATION, , The location of the underground utilities shown on this plan have been obtained from the best available--Registration 4142 , e9 str 2 on sources. The actual location of these utilities n Our; •• 10. should be verified in the field by the contractor.. . 23 24 19 NOTE: 2 2 21 E,�RSTPLANS ARE18 _ w � ONLY, NOT FOR (�pryg RUC • � 1.I SHEET INDEX i4 4.25.91 BIKEWAY REMOVED 3 II/21/89 GRADING/ PARKING 13 4 17 91 DRAINAGE 2 If/6/89 GRADING/BLF)GS./ PARKING 12 2-25917OWN COMMENTS 1 10/20/8 GRADING/SAN. SEWER / WATER II 2.1•91 BLDGS/PARKING/DRAINAGE No. Dote Description 10 104.90 GRADING/DRAINAGE Revisions. 9 9/04 •BLDGS/PARKING k F oNN •"'"r` +�,y 8 i/16 BLD /PLEAS. VALLEY RD./PAZKING °• cH-•M f�rc•.,� o; coN�y-cr' BLDGS./PAIRKI G/^RADI":3/DRAINAGE . y''1� /<<�;�''i q��'� M/<� 6 I/29/90 PARK 1NG / BLDGS. 5 !/17/90 PARKINGNo14`N•�• 4 t♦�2 4- 24PARKING1 AN S' 4si4r , t,<U18710 . O 1 o Dote bescription SCR N;,• Revision oN�- . . 19 6.17.921 SITE LAYOUT ;18 9.10.91 SANITARY SEWER FROM TOWN '17 7.01.91 SEDIMENTATION BEAM NOTEADDED ` 16 7.15.91 ROADWAY PARKING 21 11.12.92 SO. WINDSOR TOWN COMMENTS i5 5•i3.91 I So. WINDSOR TOWN COMMENTS 20 10.9.92 SO. WINDSOR STAFF COMMENTS No. Dote I Description Nol Date Description Revisions Revisions 2 f 4.4 e , )enaen �tt ,fig ile2 prawn T. B Consulting Engineers, Land Planners & Surveyors yawn M.B.B.III Checked CG • 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Score I" = 40' Cott 8 -31- 89 EROSION a SEDIME NTATI ON CONTROL PLAN / Sheet No. 18 PLAZA- AT BUCKLAND HILLS DOWN�EAST ASSOCIATES Of 31 i Job No. 5L• tP MANCHEiTER, SOUTH W INDSaR, CONNECTICUT Fitt No. G cli LO LLJ ,,t-' _ IC.� _� � `OI62• V Ii , �~r',•ar� V - - - -12 \ o° ,f r� / / . /� I I I 1 1 ` ) ��� , //•T i / I I� II� SMITH_ _ - -- STREET -r , r_ _� _� a I - \ \Il /� �U" Y �1 t �'�1\ \ ' 1 I I / I ' I I , ' nI' III I'ri !VF ' I'SNET CO, 11 t� ;-' - �1 _ v _ T 5 N E T C-_ /�Z — }I i �18" _ c_, -- _. , , _. i • I �• 1 , ' r.r T1 [. T r. C r n \ - \ I , 'SHADED ' AREA' REPRESENTS LIMITS OF MESH-� `NET 1 t 1 j `MATTING. -MESH MATTING'SHALL BE PLACED i '-� IMMEDIATELY AFTER HYDROSEEDING WfT. >I H o I 1 GRASS SEED MIXTURE: NO. 3 AS SPECIFIED- I 1 ON SHEET NO. 29 OF 31. II' 1; , PROPOSED F�bADVb ,I�AP Ef�T \ 1 0 ` I \\� }\ `,,UNDER STA E PROM. NO 13Z 100 I� MODIFIED RIPRAP LINING. SEE DETAIL i - FOR CROSS SECTION. - 1 �. l 1 \ �� \ `I i '� 1 II ` ' I,'. ;Ij � III 4 r -� ? / -� i �\ - - - \( i\ 1 I 1 I 1 1 11 t'ROPOSEp LIMITS . OF EX I ST.{ % VEGE-TATION J L� `, i � I ► I 1 I 1 �It 1 - 1 J: , 1 REMOVAL 125 .r� _ I \ 1 I \ \ 1 -� � � ; - ��� \ • - �_ ', � �,,J � \ ' i' 1 II \� \ ' ,, , \ 1 I � I1 11 \\ `"'\' ,(111 1.t I STILLING BASIN SHALL HAVE MODIFIED RIPRAP me 1 ' , \� \ 1 1 I 11 I C j I ' i 11 I r�/t \ I I I I \ \ \ \ \ , \ \ _ , 1 1 1 1 �- ' ' ' I I 1 , _ t \ I '1 LINING. SEE DETAIL FOR CROSS SECTION. ...tent \ , t ,1, o `+� 1 i \ 1 \ 11 \ �� - - \ le ; I SNE T ' 1 i� + ; rco EGU LATED AREA ('� I I o / I I 1 \ ` \ 1'. `. I I 159 Y 3 11 1 I I to Uwe \\ ` 1 1 r I , 1 \ \ \ i o +' � � � � • - •, C.r I I I I \ i �; \ SI FENC (SEE DETAIL ). UiE'TWO _ I I 1 \\ \� \ i ' I RO S IN THIS AREA AS SHOWN. PLACE1I II ` ! ,(I lilt• (� I it I �� ' 6 OF 3/4 STONE f BETWEEN ILT 1 E�iXIS�F I�G ` VEdETA�TWN1, `f0''REMA4N (FENCES WITH A•12" MODIFIE RIPRAP EXISTIN 'VEGETATION TO REMAIN I\ (COVER TO , ELEV.'� 126.5.r STONE AND i �� �I' \ `� \ I A N� \'� - IRIPRAP TO B REMO \ ,I n I r Vow ND� AREAS N 355200 16 30 RC.,P. ----IN ; o �' SEEDED UPON�'PERMANF 'S�'q - r �� I\ \ \\ `\;\ AS ` 1 S-0.005\ --- f ILIZATtON OF`�UPSTMAM f Eq o�IQ� '\ sNk \` - 4 • � I \ � �� I � 1 I \ � \ \ -.L �, � � III \ N w _ DWALL (SEE DETAIL) I r PRO D IMITS Ur G \ \ I T I I •' F. L.=134.1,9 =-`� C) �A ©`\ 11 .yEG TAT1gN EMPV�l1�`1.,c'j ,1 , ` }� ` \, I �� --�I -t-I- - � - W 146 i44 t MODIFIED RIPRAP- PAD �/ �� �' / „- -' l `/ ; r v,�, C I I I,yI 1 � 2S � , �O�I/��!f�c, �t II n111 I / J ' I I \ 1 \ C.B.,#36'. I 11' {r I `"" 6 1 ;K , S'' T 1 SILT FENCE (TYPI-, �� �� �'� ••� �' © �, `, TaL I %%�' ?I ` __ STREET.. 1 f III'! 1 I, \1 < ` SEE DETAIL) I \ I o , _ I I ` , I r ' LI E-- �-�,.-� ` ' 1 6t ( A l•) �— d 2- I bO END W/7HRU T BLO�KS I I l ' It N. N.I ► , t �- i s�' PVC' N. LATL~RAL 1� �� I I I I I I i ' !, I - '� ` �I I 1 + 1\ A I i 5 I CON 1C I t_ �� II 11 I` 1 r^. ., , _ T,�� y-•. �% - - - -- - — -<_ SMH a r III ► I I 1 I ` I 1 I I 1 \ � 1• ��. -- - - - CP S=�05 R-� Na mot`, . Nd �28 �� �• 8'- 8"V ANCHORA i 1 t i I I I 1 \', 14p 3g �3g 4 /32 �`�• `�"`. '�. DMH I S'8 = 0.0 8 ' ILK' ; 1� \ r I , 1 '} EXISTING 148 - 142 \ �' (PRIVATE) �r 0 . SI ALK I I 1 \ \ � _o r I .� � I ;1, 14s 14 \ I i \PRbIyO D ROADWAY VEGETATION K.�, �........, . -. . , . /�� I i } , �-� i I 1 TO '� ' - 24A' 24 RGr # """' WA 1E' �' i I \ \ i I t t + 1 II`PR(��/EMENTS UNDER REMAIN e x :.......{#::.,:: ; ' 'c ' ' , RA MP , ! �. I ► 1 -1- I ` I 1 7 ONLY 0.00�4 f / - ' I 1 \ �-� T , I STATE PROJ. N0. 132-100 QCC lOVTM N►It1�QN siTE, 1r0�� C. B. # 37 (GREASE /OIL SEPARATOR •• �" I / - r ! , , 1 \ uylhm*w IX wilt''M �D OR - AND SEDIMENTATION` STRUCTURE I o v •r l} I �y \ SIG1N� I ► I I I I '.I I 1 i \ �N Ar AiAf1r� r4W0" , • , - e yd' i I r r }, \ R TA I MN.fa[0 M►ITl�N KEO WITH TYPE C TOP r t N r Of MbRK WITtI•/If sucm - .. "' '' END '\GRANITE "STONE. l�ORTIOIIrIt. , - °�-' SN CUR6tNG BEGIN PROPOSE ONCD PROPOSED LIMITS' OF EXISTING I „ # e k-. } 3 I ton j42 r, \ II ' , CURB • VEGETATION, .REMOVAL xz # \ 14 t48 15. _ 1 '1�1�� I f, �• '� .... D' I 0-.' I I I }GR NITE STONE CURB 1 _ CHECK DAM (TYR) � _ � �� ��,,,� L�, � I 1115LX#ND P I , {--(SEE DETAIL) �'� - •3 , I• SIdEWALK RlaMP(TYP) ENDWALL SEE DETAIL �o \ / Q .Q , ► �, rTom F L=130, 50 a o -=•e���� , SMN \ L� • � h I S• / Q�, w ; t I' 1 \ �I ,x r 1 I 1\ IS DLWALK RAMP (""YP 40 -18 ACC M P ,� - .� �o -� S= 0.141 ; MODIFIED RIP RAP PAD- i o �.•� Win' = m ® \ j i ! 1 l \ DMH # 2ON EXISTING VEG. a r 6 - . If - SIU, WA BEGIN PROPOSED Lay - _ C.038 (GREASE /OIL SEPARATOR AND rl� TO REMAIN do ,t�ya �3p� - _ (7Yp R P \ ( \, 1 CONCRETE CURBING SEDIMENTATION STRUCTURE WITH ` IS RCP $ �6 1y�2 / , 4 _ma_ E ' ,� y �? A4l/ / -� 11, \ �� END GRANITE STONE 0 TYPE C DOUBLE GRATE TYPE II S=0.005 Cn \ N\ CURBING 1` ! TOP) - ' �''° `• �36 /, 5.000� ,�EOS(3R / _�' o ��' 2,� ` i —� '. 11\ \\ rn \ / „pvG �El / ` \ .13 _ - �r -_ - ' - • . 2 \0. El IQR�� ,�� /aY_-i ,,"' "� ,� ca ci ,' "° s s '�`�', CONS RUCTION F- FILTER FABRIC. SILT BA'RRIBR EXISTING VEG. s �PRw �ERMP '� CPE�P �°'' f "' ` ' l 2 v _ ENTRANCE d - ' - _ _ -- - - _, 'i0 REMAIN � - - i9 • � �` J_ �-- �P � .. -- ' ' � i 3 . � , i , �- , � r � I r , -- - — _-_--_(S,E.E DETAIL) - 2, _ % „ (SEE DETAIL) -- -- ' -- - ' / ic- -- - _- \^ - _ \qp GAS• ('- , ♦/ C)LCC / C , -� h —/-- -' Q I \ '1 I 1 ENDWALL S EE DETA1 L J - — A —"It �` F L -111. 50 , , , \3 rc , LP , / p 4 � � � -- - MODIFI D' RIP RAP PA /, / . \�6 i —vG� 5- �'' ! yR \ /�� / 4 ✓ / \.! FF ��'* n� j \' 1 I} 1'I ► I ` I -- i` • uG`� EP- '�8' , \\` 48'-15"ACCMP _ �, �`� 6 N\ i p w / / �, i \ •, 2h ` � 1 \ `It t t - - - rS =0.099 6 �\ I ,p OR y0. •I / , , �, i / S. r- •' _ P,N a pvG /'^'1 /l ,^, {�� ,/ �� , �' '�5� :� '� I 1 I �, , �' I \ I t ►I N 354"800 I `� J, -8 \J �� I �� /'� Q I �� N, `, / �� %0\1�-12X6 �. \���GNGNpRi '3- i 129 M TAL BEAM /� ; t (TYPE R-I' _> "� LG �G� PRE - \ ip, N'� - - _ Cj`G �► Fi, �' 'rn � i R ,,•\ E I S I F _� � \ 1 S ET a G Ct QS� 3� 2 / / �/ '/ '/ / IN`\ / / // /� ' �.� S-0. �� a- I• \ 1 0 / I �� �. �• Qx' ! / / .3•', ,cv �\ 40 R v n t _ L NE �a0 ---- ,. p►� ��E /' i /' / '/ , I' / , 43 �',' / G`�' 4•R s ,ON � b It 0 R ` F F• �\ i' / / ' •� / i' o AZ It MATCH TQ ,SHEET 18 16 9 l0.91 SANITARY ,$EWER 14 1 18 9-11-921 GRADING%DRAINAGE 20 12.14.92 5o• LJindsor •Town COme"Cn%s 15 8.26.91 TOWN SOUTH WINDSOR ' COMMEN 17 617-921,SITE LAYOUT 19 10.9.92 SO WINDSOR STAFF COMMENT 2S', 24, I 14 7.15.91 ENLARGE STILLING BAS.1 3 11.21.89 GRADING/PARKING_ , Designed T. B. t' NOTE: � - �,+ .9 13 513.91 So. WI DSOR TOWN COMMENTS 2 11 •89GRADING/BLDG./PARKING V. I��Q�e . �en�en G �tlMle Drawn R.J. EROSION CONTROL PLANS ARE 1. r'22 21 - 12 402.91 ADDEDFWATERCOURSE RE '.ARE 1 0.20.89 RQDING aUTiLITIES/PROP ROADWAY- U'I Co�isul g Engineers, Land Planners 8� Surveyors -Checked C.G. FOR EROSION, CONTROL MEASUR£S - 18 11 4,17.91 GRADING/DRAINAGE: ��- - ,_ No. Date - Description ,�> '4137 Silas Deane ighway /_ — Wethersfield, Connecticut 06109 = ONLY, NOT FOR CONSTRUCTION USE. 20 - y stole_ I 40 - 10 2.25.91 TOWN COMMENTS' - h visions t•9 Gs./GRAD! _EROSION & SEDIMENTATION _ l) •� ..�' •--. � � .' Date 08 31 8 9 H� -9 e: 1 �Lc� NG�PPARKING-. �o E NTAT I O N CONTROL PLAN, The I of they der round SHIE INDEX y: ��•,• Ho -` .of•, NM fcr,. ' t�t� { r' >� 10.4• r �- f M to N 9 es 3ii �w • �. i� t n ,�� ,. .. �r� : �c �, Sheet 19 on'this p(btrr _ N ti hgvo bee obtQlne�#ahe be • t, • o'� �; c� • °.► o 7 7s/l&'" BLDG. L/1�1 !'LEAS, VAL4EY' RO.y( �► \ • 4 t+ � -- ovoifa�ie sourcesThe octudrt toF'` `+ BLoc NGlPA, oR nrA :, . _. . PLC AID I , - o 4- A AT 6llCKL HULL L S , . a 1 5 ,- r O T• uti titles -shout heed; ., `, ,.o %Vi/ ; �: 5" PARKING! "BL1 S . ,. _ * t� * �, i oil * - 'ASSOCIATES,:.• , o d be verified yin .t fie-.,t�= i', bOWNEAST >, N �J�" i+� b�., ����.. O f ` Nocli. 4142 . . I .� ,a..,y fir' 0T c�ntroct r �.: �,� �., z ;�31 • ►• PARKIN L , s a $ / ANos No-%I�,ei�r�;t .. -'+,3 �: 1 i �a� •.s. ,. ,.w ,,. -- ; :�• . -� . - r� v� �- � ,►• �. �•�. Job No s R o M4 TER SOUTH 1lIiINOSOR - _,. Revi>sio.: CONNECT :4 :. ,r. ...-.. ._ ► ICU �.. "`. CHESS � File No. 4 I MA1 CH TO SHEET 21 �--- \ t`' t` ► �C817 0� © I r \ '� O 1 Ill I /08 : `�' / R B 0 005 V G CB 13 t)GK `� t\ y �t i \ \ �� �� � \ �� �� 5 \ 266 cv �c� / � w i �� j �\ �`` A►��\ ��� \�� 'n \�� \ bR ND• „ P a• xv cis / N - w t ,\ 1 �\ w '00/08 15 RG r -� i it I t 2t2" C6 A � \v^ \ � � � \ �� # h \p2 SM �x6� I � \` \\ `•,, ��\ t N 354 400 +n t / 1r\ j t . \ \ J. 1 6`' RO�'24°RCP N. 8I J. A2 ABC % l I S= O.UUS /" r,l - i .�` - D tONC. CURB 'I K OOGy \� , 6, G B�GP�1 j i �� j \ -�\ Il r \rk2 DRUG ER `P O• \� 1 ` �` �\ \ �\\\ ,R �� g �' �'6►,�°`2 r GNOR �\ \ - r 146.7 / Mp' I G, � \ 2 20 1'' .I, vG� OOGK 11 ! I4��� i o, \ �� \` �� '(R p0 1\ 147- 5 I \ i \ 5 �\ P K" I , n7 _ _ ; ,� rrEP = \'J$' 80 R \ \. �. n ? �N. / /.tom.4.91 �' r G "y �\�- BUSK ,\ `\ \ cvV, 4� i 50 R 216 8�� P) C `' 0CB I i l t 1 o �\ v 12 - 45 BEND W r , THRUST BLOCK ./�3 \`- I �_ /�i \g n ` \�� \�� \\ 1�\` \� P� ArR �Q` ., 01 145x 6 I!t v 146, 3 142 fl)�l/� // � J\\`oeoo� ��jR �-*60 \ �\ � 142 \� \~.',,,_lt \ \� \\ \\\- \\`\ I 1 `` \ • � \ \ / `\ _ _14/g2 ! f- --- 16 -\ O-j \N,\ N \\, 141 I / J \ /� CB 5i0 _ -� `Ac - _ -- \ \ t 1 t D N / 1 / 1, / 18 - " 1\-- o �Q`/ 1 47 . ,, t g HYD. N, \� �- . -143 -� '\- iD5 = \ X _ \5 _ I "60'� t /gs \ c1 1 p +Tr.- 3n"RCP l\ 20>R 5 t# `\ RGQ� I'. \\ A'R i 1 \. I # I - O _-\�./ / /' t „$=U.UU67 � 00 �f,t_��ri1� � (�0 `~~ - 142 � . �-_,�6��' r `, --. I � NQ' 0 2\0 `\ �,. _ �,-' 0� _ 4 j 1 • 2R j I 1 rn 14 t/ ` \ I �(\ U 11 o n IKA P ..� - - .141 i 1 � yo N, y -, R N 354000 139 " EE Vt11TH / f ZA, g2� 6 F\\R\� � I, ' 1 I `\ _ 12x 12 T OCK ! r G \ Og �' \` / I 1 \1 1 i 35 SPA1 / \ct5 N.4 • / / \ _ _- . `` ..THRUM BTYpICALl/� ! 36 / NQ, �0�` 5 00 �0 ` \ `' t`, I ' ► j NO / / ooll \ , r - ~•� t l2 RWGV( / �; C 20 Ga \ \_� t N 1 R LP ) !I 1 S Ar 641-15°RCP ' N / # GB ro \ \� Wo _ / L/ i _...-28`= 3Cf r RC P ,. • I \ # ,/ � la S=0.005--' f 36\\ PROPOSED STREET LINE j / i ,� - _ ,- 28�= 3�6 RCP \0 / ! `� 1 \ 1 i e. 8,4 RC i R8 1 0.005 ONC. SIDEWALK - _� �--- GR r 1 1 '� N w gcc \ ti 1, I �\ 193 1 /, ,\ _ O tn OD 2 SIDEWALK RAMP %. O / �R / NUAW o < BEGIN CON EIJRB' - -- t t `� K RA NO \s'pn \\ \ �. ------ _ �h .\ \.-•"• ` N• 136 N' CV 4 <`~ �`• \� n/ '�� - ((� ram/ 1 \ ._\A r0 "` ��� ``� `� � . `\ ,'�•. .• � M 3 S � r �� J ~ f P` All TTER F ALVE � 145 1 •~' ` ~ ' ' . `-` \ \ \ \ �\\ ~ \ ` ,. ". •r ~ �g h \\ • t ♦ a ".••,(� '-� / / � 4 I I � �/ .ram '� 1<0 \ \= �`� .� . \� 5/ \\ _•P + / / \�,, r IM ENTS_..... \ \ � ""ROAD �Q' PROVEM -- `\`�\`�\` \\��``` \ /3 �1`3 1NIP1 `- _,__- /i"�i ' /� ~- t t p AZA AT BUCKLA_DNDN -143 , \ . \ b--= \ —------.— --- — `� / --�' �/. "$ I4) NOTE: . H ILLS. (SEE NOTE SI E EROSION CONTROL PLANS ARE i SILT. FENCE TY . EE DETAIL) ELOCA'TE POLE-- FOR EROSION CONTROL MEASURES G' RANITE i �'i� i r / �,i, _ ^ ----- 141 ONLY NOT FOR CONSTRUCTION USE. URB ISL \��\\ 'ROADWAY IM�'RO' NTS = �`��•�,� '�Q`\-_ ,�j! __ _ _ ---_ _ --SIDE- AL _`•� .- 't t �►� / �.-` f.,___._ - 140 ``` __� BY PLAZA AT BUCKLAND. �`"-- The location of the underground utilities shown on \\� \ HILLS.(SEE NOTE I ) ~WING TYi'E END�INAZL�. a \ \=.`"`...', - -. .��- ----` - • ,•A' E ►-' \ \\ ` \ /, \ - _ .,_ _ _ - �3'�. N this Ian have been obtained from the best available F.L. = I ?�. 2 `\� , �\ "" \ , .� \ -- /T 1�- sources. The actual location of these utilities Q /� ECAS SEDIMENT/_._.__ , \ \ \ \ �\�• ~� \:. . c, t \�16 �•17.92 SITE LAYOUT �,\ OIL SEPARATION , ✓' should be verified In the field by the contractor. q. 15 2.7.92 TOWN COMMENTS ct,%\ \ CHAMBER(SEE DETAIL) /------138 z \ \ PREFORM SCOUR HOLE` 14 9 10 91 SANITARY SEWER FROM TOWN 3 tl•21.89 GRADING / PARKING ' \ \ ` . \\ \ • \�\��; - �� (SEE D`�TAIL) .� =� \ `\ PECIAL STRUCTURE J.B. R CATE POLE• ��a�e en"a � *illrle't Dtsi nta T.B.N. \ -��J 1j\ �\\ \ \\ 13 42591 BIKEWAY REMOVED 2 117.89 GRADING/ BLDGS./PARKING (� Drawn J.S.P. \\�� -,~ I\ \ (SEE DE.ZAIL n �__ r,. �� �� 12 4.17.91 DRAINAGE 1 1020 GRADING/SAN.SEWER/WATER -137 Consulting Engineers, Land Planners b Surveyors ChecktG C.G. ````� !�� \ \ \ �,�, t \\ \ �� `��` -� \ -�_� -{-'`` 16 x 12 TAPPING SLEEVE 8� tt37 Silas Deane Highway Wethersfield, Connecticut 06t09 . VALVE W/THRUST BLOCK 11 2.25.91 TOWN COMMENTS No. Oote Description Scole 1 = 40 1C , `8TRUCTION ENTRANC � y Z �\y^ ._ 10 2•I.91 PARKING/ BLDGS./GRADING Revisions - - -\~- ;:�., --�-•,..,..r ►,1 # /// ; (i SEA DETAIL),, ,// `� \, Z -- 24 o a• Oatt s 31. 89 ~ o ���._ SANITARY SEWED EASEMENT r 1 f / i , \ - - 23 a 9 9; . 90 PARKING /BLDGS./GRADING ,�„ , t s rT► 19 CV F CONp rt.CONN'y' EROSION--,, & SEDIMENTATION CONTROL PLAN \ t jt/! - i- � ,,. 8 7.16.90 PARKING/ BLDGS./ GRADING/DRAINAGE o fc o,,...-. fc • FROM DOWNEAST ASSOCIATES S! i / -_- \ - �• r• ��' r• "> Sheet No. ♦L0 \;,�1 ! l 1 r ors H• Mi ' : c+ : ' H• Mr ' : o - \STD THE TOWN OF MANCHESTER. ��� ! \ r� ', C7h 22 21 {p T .5.16.90 PARKING/GRADING/BLDGS./DRAIN GE *1:�„ b��• to < G„ PLAZA i4T Bl1 AND HILLS --- ------ _ ,__ _ �- 18 Y <<;;s of ��;: • _ �;. ` EASEMENT SHALL BE FILED _ ' / - ° . �_ ;, ,o _ ,.ram ���., -' 1 I} w 6 1.29.9 PARKING / BLDGS) L \ , ' N RIOR TO STAMPING OF PLANS ;r _--- 60 t Il:yd,, ,� 20 5 1.17.90 PARKING " + * '. -SAND FILING OF SPECIAL EX- ll�il/ ,,�" - --- RCP f_. 1 s t� N e ; DOWNEAST ASSOCIATES of 31 ` 11lt !/ ` ROADWAY IMPROVEMENTS ,r 4 12.18 GRADING/BLDGS./ PARKING = i No.414t e� No. 414z - . - s \ \ \ \~CEPTION CERTIFICATE WITH ,�I, 4 t \°: e N 353 600 \ \ �� TOWN CL.FRK., '�' /i ,� BY PLAZA AT BUCKLANB SHEET INDEX No Date Description - <� tf.Tt• yo �'.=T",.•a�� •_� Job No. �� HILLS. (SEE NOTE 14) -�-- .``"- "� :�R�E +'��� E" y'E't tjt>ITiN031�R>,. ECTICIJT. --._. _Revisions -� - t.. �_• _ . . •..r File No. /G'• ..^� MATCH TO SHEET 23 / 1` � .``-`--, -- y MATCH TO , SHEET 24 ° 152 — \ �/ 1 156 15 Ile 146 \CK Ile 144 142 / l / ' / i / / —•. '— ---__--ter .------- I D ( 149x9 cn rn \ \\ �N LIM IT'S OF TOP1601L , -- ---------------- 10"PILE AREA 1 149x4 _ l / �C • I I I l �� /� // 37 � Y - • •` X ONLY PORTIONS of "a 9011) l wll"m Slit, 110� ` i/ /��SMH # 5 � F EXCEEDING 5 ACRES WILL K 4RAC90 pSTWIDEO OR _ _ �'_ _ .- I - a / ,� ► • � // % / \ I /O?I�RWISE ILL GE S'IyldN.l� M►tt�1414 01SYf � __ --/--�--�1-------''- 13 C.S. \ / AFTVt CESSATION Of WORK VfttHN WCH PORTIONS. N , ��\ • J , �� /� ��' �/' // J _ _ -` j ,// 12"x ='THEE W/6" RWG V .� 3 N 354800 / \ / /� / / f ,, ` , 1. .1 1 M. \ .\ / / /; �,, �� • ; I !.'�, �� r % �'' • I SILT FENCE \� (�SEEbETAIL) `\ ' J / I I , • \ / I I ✓ (SEE DETAIL) .` \ \ ( - i _ FL= 137• / I / / / • / i / / / / . \ .` 312 S=0.0 4 I 0 1FIED RIPRAP _ . i , / ► , / i l Rl\Y\AT 1 \ l I I 1 J I 1 - �` • l f •� FILTER FABRIC SILT BARRIER , SM / l I I \ (S DETAIL) I 148x 2 1 / - I 1 / / �� \ � � , \ • � •� �_ ! \ / l ` ,\ ♦ �� \ Pile`, �,. '':... i i ��9/ \ ' -�_ --�, .• - �---'-12t'x6"TE�W/6"RWGV I I/ i I t\ �l \q2 ` M �. , .. -�•. � � /` ` _ ,,_....... ,' Pile • .--• 1 �\ Z I F' � 12' Yx Wlt T AVI�Di _ —7,0 RASH y a X ��� ' « :`. • " x3 i• ,.. l4s s / J,_� 1`, W. COMF'ACTQR C.S ( TYPi t 1 � \ ` 1. i > 6 ,��R-p►� - _ _ <: \ ``1�� N1'� A�0 I `� �` I v RP ��rp \ ` ` t rn 1 `� 1380 - 8 PVC S = 0. 04 \ l"' -- "'•"+'a'"` '�..-..y • � � / � � t • i ry C.S. ` i- _ • I \ - o 'CE co ��� // -•�\ }f //' I 150'RIII► �P�JG��v 1 `� pPS 1- / r✓ i ► / i '`` '\.... I "RWGV l /• , , l F F - I I S� L� . 1. 216'-15"RCP - \ 1 - , �� ; MP► ,� J I f. _ t. 0 65 . ® BCLC / / /00 k 49x8 S= .00 ''HYDRANT' a� \ ; I � I/ ,/� ` r / ' '�. � - ;� -• �.. -. � \h OR �10•�A5 �• ORP\N t '�0� G�QR v _ � 5 5 i I I �"•.�}`' � \ •1� `\\ `� I \` ,! _ ; ,� ,/ I / , I• - - . c 142 ! N ANCN �LE`I• OOc\C S PN ALE i i \\ `\ `\ \ \ \ f n �I // I / � / - � :�!• - \p0 4 -. - ,, PEp.�v\-y�AO• F �R��� - 1 ' 1 vxs ' - - - 16 10.9.92 SO. WINDSOR STAFF COMMENTS c MATCH TO SHEET __L { 11, �' 15 9•II• NG - J a? 12.14.92 -Sn cndsar Town Comr»w+fs - y - UT ' 3 II-21-8 GRADING/PARKING /a� ,t�� Designed'~ T.3. 14 6.17.92 SITE LAY l _ _ Drawn J.S. P ^ TE: - ` - ', 24 13 •9•10 �91 SANITARY -SEWER. II/T/89 GRADING/gL ./PARKIN ~ - �e Pla ners & Surveyors1 CKecked C.G. '..,. NO 23 Consulting Lngineers, Land r 19 �' 1 12 8.26'•91 TOWN WI R CbIg111MEi�TS�: I GEtADING✓SAt�LSEWER/WATER_ - .• •#Y EROSION CONTROL PLANS ARE �y ' %� -r 1137 Silas Deane Highway F Wethersfield Connecticut 06109 Sale 1��= 40� •,�.� t _ " ` 1� • IT•9 GRADING/DRAINAQE �'` No bate Description ' FOR EROSION CONTROL MEASURES - -' , 22. 21 _lg, f �..• �- eviaions , - Dote • • 1.91 13LOG /QRADIPt37"bfct� DNA t K 8 ••31.89 1 • ONLY NOT FOR CONSTRUCTION UBE. ,� _ �-- µ- ; -� , ! 20 _ �- t•90 RQDI G a EROSION" a SEDIMENTATION CONTROL PLAN '',. } t -``,f: r-•• -- --- -- --- --i ,Y a ... pG RA •''/WATER Of ttOMlyt��� �,.i"{.'"Cw Of CONN� ~ _•'1 �, - 1 8 k*90 r'YG DIN # 1\N.r;:WER ,,......o _ I / a ,.. , .,,,'..-- .�r i - r, Shirt No. • Y• ,.` , <; •., _ The 1 - ! r, ,"• r+• M!- �� ��'+� :c } u r,,, -... �< I - underground utilities )� DGS:/ I�f,.G ��E• _G '"�< :�„ 1 ,.. - .. � OCOtt � - n t on of the u es :shown . - �• 1 •9 ,GRA 'Ju2RAINAG� ds.w ..� p1 hov_ been obtained! from t st SHEET INpE'�C �• _ !" h � .o his an a he be ` , .�; C�•16c90 B` �AOJNGy ,�/r.�A1 � ��' P AZA�• AT •$UCKLAND '1HIL S �. ,, .. , -sources. They octu these �... S .. ., l- .. - �.: r. �. 1. N � f T _:$` Gi �OCOtt i an oi- t i .. utilities ari uld v - :� . OW ed n tfis fi Id- :_ , . „ v .,. - - •, • , � ... , 5 __ _ - .. .. a the �� - o. � �a � _ , • N . ; ..L N dS _ 1 • _ ••9 AST I; • -4� 12.18139 PA IF�Ats/ ! �t y i . . tf t11 i fllTt • . . fi. r-- _ D scri tioA�,=`'4,. Job No. � F ..,�: .,.-.�*_ _ .`� -, ,.• . .,....;.� `b ,Dote. � P ,y •c s'`r• - • ; •,. xx ' T ,.. ----- -�•-- a u tee � �'01V A MANCHESTER SOUTM CONNECTICUT N . ,,, c Yr sr WfN'OR, File No. _ , lions , r 0 . YIN .art• a_ I. aa,..,:fiY.^ .. +a:cmU'Stl •ae6i••=... •._ ..,.'.:__.....+.:,:Yot� ,....,•,.,., ...,...tom ° ....-....-, ......;;u:;..sala:..s.,a in:.-.. ;,„;w;a.,- . 3 •«..r -. . , as _ k. , '''I+ r-a,.+ ..-,. . L-b MATCH TO SHEET 23 N i ! ,,. "-..�� i J �' ✓ i 3; \` \\\ l\\ ' ` ,tt ; h JIII --------------- 4- ... ....... A 0 (P_ A 11 8 Nc S20.004 SMH 10 J 4, J SNF:T I VI il !R � � ( � 1 ( i � • 1 1 ,. � ` j� f/ .-. _,``` I 1 It �, i I tl `� \ - i 1 {1 4-011 f 3/4" Crushed Stone Elev 134C) (Tvnirnl) 15"RCCE 0 276!- 8 PV� S 0. 004 1 6" Min 71 3'(Max.) Height Sand Elevation Varies lL Ilko { _Bottom E I k According To Bottom f Of Basin. \AN. *If 1k PERVIOUS BERM DETAIL /5" %\ SECTION A -A I If I I / 11 1 1,0 T1 kkpileftl N, 14 0 W N 'F "I I ONLY Poffm-(w rK "AN "X" 'I1 pile I -) I EXCEEDING 6 ACRES WILL K OtAWD =TUWr) an OTHERWISE EX"UD AT ANY -ot-lij� 6Vfjjjqj6 I m1f) IONS WILL K WMILIZED WITNU 14 VAys r AFTER CESSATION Of 10ft WrrHM SUCH po*TX". I ` � •S \ir I � I� I I I /+"'•-•T , `•...... .W .'•'«'_ti.^1` \ •� , 1 ``ti` \ 'w^..• _ SHADED AREA REPRESENTS LIMI 0 LIMITS -'OF MESH MATTING. MESH MATTING SHALL BE_P�ACED 0 IMMEDIATELY AFTER HYDROSEEDINt- �tITH 471 UKAZ3Z)i %)tr-U MIA I UKt NU. 0 Ab bF�UlHtU ON SHEET NO. 29 OF 31. IPIIe 0 (\j %J AF 0 W I I x (D \ it Cr Uj 4 C)l 4 011' . . . . . . . . . . 9 TjTThON DETENTION 8 IN•23 24 19 'N .... .. .... VO PERVIOUS � 20 E-.-DETAIL� 140— _j SHEET INDEX R as V ....... ........ 4z 7 144 --VALLEY,, :xiA I?-" San Ila ------ 73— ;> 64--­_ Exist.j.Qjpjn. 148 L__ — 11 x \ _# 110 N-,— —_ I S N, �z 148 X g"p;•4 II 10 OP ..... . . .. ... NN 146 144 5 RCP RCVf A 7: z: N Er= /7 M. H. — — — — — — — — — — — 4- R LQ F S 0._0435 — ._ ­0 >(- i I I �-- zz— 1,30 N, ol \NN It 3. % EE-NGTE--4 X\ WIN", -FL= 129.04 -bb%I It — — — — — — — — — — — — — — — — 125 129-- lilt > fill t "'4— — — — — — — — — — — — P 6t 11(1 -1 1 �Pl ell k / I 0 if I !\ /---. 14. Nr J fit 0 2761-8"PI 6- M _�Sand 0 S IV, 00 5 I \3 f /' r t f t "-' - _~~ /i/// // jMATCH The location of the underground. utilities shown on LINE A -A ? this plan have been obtained from the best available SNET SNET, Air MATCH LINE A -A f7 M[4.152 So. Windsoy Tewr% Commends sources. The actual location of these utilities —1-39 15 0-9-92SO. WINDSORSTAFF CO MMENTS 16 11.12-92 SO. WINDSOR TOWN COMMENTS should be verified in the field by the contractor. 130 .06 'A ;fill I I Id 0.11-09 rZ 0 A r) 1 INJI r. 11*41-0V - GRADING/PARKING mRKIN G Designed T.B. - - - - - - - C't'j , 1 1111 V (9 f 4041e �en "a e elffii(Zel 14 S 11/1"I _N 2 11-7-89 GRADING/PARK ING /BLDG .1%, NN 1 .13;, 11 �, -- .e, 11, 1 - L3 6-17-92 SITE LAYOUT 7 If /I 4' Drawn J - S-P 9-10-91 'SANITARY SEWER FROM TOWN 1 10- 20-a I GRADING/ SAN. SEWER/ WATER 12 I.,,( ile Consulting Engineers, Land Planners & Surveyors A eq Chocked C 0 11 8.26-91 TOWN SOUTH WINDSOR COMMENTS C-110. TS No 1137 Silas Deane Highway Wethersfield. Connecticut 06109 Date Description '= 40' Scale I 10 8.19-91 EXIST. GRADING Revisions A, Date 8.31-89 -91 BIKEWAY REMOVED 4- Jill 9 4.25 r cojv;EROSION MSEDIMENTATION CONTROL PLAN ////fI I I /I "JI221 if GRADING .0 �of 8 4-17-91 ........ *-- -*'- % She*t N .,' •..-' �'''fi,,,. ` r �,-- / /// /// r//r / �' 'i ; ; I III1i�► i; #! xy -- - - 7 2.1-91 SAN SEWE H. Aj -. ":, 0 o. 2 2 R WATER x 'r, l< #'-#-'v4 - % < < x %A % 0 0 % NOTE: 6 5-16-90 BLDG. /GRADING/ PARKING/ DRAINAGE PLA24. -AT WMAND HILLS EROSION CONTROL PLANS 5 11-17-90 ARE PARKING No. 41 31 Of FOR EROSION CONTROL MEASURES 4 12-18-89 PARKING/ISLANDS NO. 4142 DOWNEAST ASSOCIATES. MODIFIED RIPRAP < -ONLY, NOT FOR CONSTRUCTION I.M.] No. Date Description 0 I Job No. INTERMEDIATE RI PRAP' Revisions S U R4 SIANCHESTM9SOU'roll =iNECTICUT. File No. 8! " I 1, i . 1. -, , " ! I 0 � - . - �1)i co! - III1II 1'�-_ , .�---,�...1.. ""_ ,1.... I,,i'�. "­ . " ..r�-.- ­ �. 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II�, �_I:_ R / / z :, ;--1�,`�I`','�'. . .� I� �,�-"" ' " I -, ,� ?-.��. � _1, I ,S ;I .J11 . .­ rA WI = \ INu�7 -­''".- - e I I \� _� �HEET _.. t7�%W6 ,� I I 1 . �q,�� � - ' , �4"t .. ,;,;.r - -..- 1- 4- , �.- i \" 1�I f, .1, f \ � � T�,NOTE�,TI� \ I ­1 : �,,e �C_,,.4\ z '- � ) \ " T A_/ . ��1 k '",Io� � '; �1 �_�� E ft 1,171'1"' y j f,flEROSION CONTROL PLANS AR " - , _ I I / c '- � � .\ lFOR EROSION CONTROL MEASURES .17. X. t.. .,,_V -1 1 �,- ,� I.I�-� . �.t / - .7 ;� I- " � FM & �.CNLYNOTOR CONUCTION rr� 4�; i I ) 51Zr k\ . \N 3 12.i4.q2 Fso. wInjeorrw A fonmon-1-5p Hy (\ % I 2 11-12-9SO-WhDSORS TOWN' COMMENTS W/Z4e�enoen � -ConsultingEngineers. Land Planne �: : ,,. I / I , _ __ ­riwim^rlc% CA=M %f1&AR1-11rR 6.. I . I I . . . . - . . I , , r . 7 . I . .. , . .. .... , . ..� I ,, , I . . Ic _< *_ I . ; . i I / . \ -./ I I . / 1: I - . - N � \ \ % . , I 0 0 t 'Q- . -,-, 'o a W I I '10* .0 6 _." r r M N W LtJ 0 to jI O{ O cn O �} W t0 - - W N355600 i .. I 3 2- . _-� �"i `..li - 134 \ j /- 136 t`- . _.......-.........._.. ,. ,,. �,.. .... _.._ ...... ..... ._.... ......... i � ~�.,,,,r ,,{,,yam _ 144 _ bo , ._- ... -... ..... _„-_�.....-.._�... _14i 07 _ 1 _...____.... SN T f SNE if . _ T , ( ~ T 149 Ile 76 if r ti 50 ro Ax� W 14LJl _ zo / . ,r ..,."•, � ,,r.,r _---.. � , x� ^., t / , J � , � I O P l� � tf ' � 1 J ,,. rr t 1 1 / J1 ti � ff I / � � " �` }/ • / ,. -..... •,'• ���""�� • ._ _ --- „•, � � ,,. " � `JJ" l '� L I qDeCk •; t i� t/'ti ~'a / / / / .,.. / / ' / / � ,J t i' � r/ �) J , r � � t ,....,.. �,. _. r " t t. SILT; FENCE (TYP� (SEE DETAIL)o 000.Y`_ POR?IOM�` Tim awl"- A ;�Tt 1 � `!Tr i � U � �P � � _ _ % � L _ L_... _ - _ EyX�C�E�E�O{�ims'6 ACID! �Illi. �EyWtAOED �lijTtXMID OMR �r, ,r `— '150 t, wood r Pile V rfi�{ A i�ir lTWIL 1%^ w ! (j/ r �i N' • •,^.'",.- .�+".... ,�`{ •, .�-„' "' " J -f•" ••''� rt r'^ "` /' ~ 1 �""` .._ -. - -- •• J / s r WM POIt'iiC1:i WILL'K SWILIZED; WITWN 14 C&S � �' `�JJ > , N � f _ _,, . --- r _ is 9 J w143 AFTER CESSATIOM.04F.WftK WMW WCH �: .`o 11 L� '�Y� y \` � t /� ( J �.✓•'ti"'ar.""i'v..-.,.�'M'•"'v'.C'^..rJ"p'ti.�w.,��./ .. 1. .r•�-.-Mi��.[wr v....Y,,.•.�f"...•nr.['(' 148 c0 -\ 14 8 ��_ �_ • • . N 3552i MATCH TO SHEET 21 ! , T 23 24 19 22 21 18 20 SHEET INDEX NOTE EROSION CONTROL. PANS ARE FOR EROSION CONTROL. MEASURES ONLY, NOT FOR CONSTRUCTION USE. i 3 12.14'q •So. Wmd Town Cow+r►.cr�(s- 2- II'.12.92 SO.WINDSOR TOWN COMMENTS 1' 10.9.92 SO. WINDSOR STAFF COMME S No Dote Description Revisions pf Nf CON •.• ��, •,,., , cry No. 4142 !•� 1 'yfllTt� , .y ...,.� f CDN Nt � u ,..,... o- OZ No. 4142 t +tflftt��jl ,jaw ��,M•-�,,,.• o +TONAL _ No. Date Description Revisions 0 k N N 35560 .4e, )enaen t�t�eZ Designed T9 Consulting Engineers, Land Planners & Surveyors Drawn J S P 'Checke0 C G 1137 Silas Deane Highway Wethersfield. Connecticut 06109 SCOW I'}= 40' - Dote 9.1I.92 EROSION a SEDIMENTATION TROL PLAN Sheet No. 24 PLAZA AT 6UCKLAW- HILLS DOWN EAST IASSOCI ATES, - Of 3 1 Job No. MANCHESTER, SOUTH WINDSOR , _ CONNE'CTICUT File No. 0 l 1. Set posts and I1 2. Staple the Posts °t excavate a 6"x6" Wire -a I wire mesh 1 trench= Sset post fencing '`-� fencing to Angle 100 ,', downslope. end post. upslope for + t stability and self cleaning. I +l1 t 100° illl=ill-u► ''Linz lr 12" thin. •,llu3ills, 1nt:111?II� ��tt depth — lllulllll�l=u1 yQ)d3 Filter �(' 3. Attach filter fabric ' 4. Backfill the Fabric �to the wire fencing I• trench and 1 and extend 1t to I compact the 1 the trench. excavated soil. Compacted I ++ 1 Backfill I ,. li 1=1Y11'1 (''I) l = i 11 � Nl'sJ. ��,.11 =1. X- N, El o I" 711_ ills �1111^1111 t )Laz E to j1i�Iliq=M_III-pl=liil� '"A N Bottom of Drainageway ! I I o AJ e I 4 ! I L -4 ELEVATION Points 'A' should be higher I I than point 'B'. PLAN VIEW METAL POSTS \ EROSION CONTROL FILTER FABRIC BURY IN TRENCH 41 DIRECTION OF F--LOOWWp N iolIY,�% CHECK DAM DETAIL .6�. ii N SECTION A -A WOOD OR SILT FE NCE I LTER FABRIC ,C.B. GRATE EARTH OR S ANCHOR PIL SUBGRADE / 9 /i • • C.B. TOP � • C.B. TOP NOTE: REMOVE C.B. GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR WITH STONE OR EARTH PILE. FILTER FABRIC SILT BARRIER AT C.B. CONSTRUCTION ENTRANCE 100' MIN. WHEN SOILS ARE CLAY OR SILTS 3 e 2 HOLES FOR 5/8" ANCHOR RODS 2'-0" FA`✓E OF LONG - 12+ �0** ��11 NOTE: WHEEL STOP TO BE CENTERED IN PARKING STALLS CONCRETE WHEEL STOP d VARIES i MONOLITHIC CONC. PAD PITCH ACCORDING TO GRADING PLANS 611 12t1 61�x611w4.Ox w4.0 WELDED WIRE ME PROCESSED AGGREGATE BASE COMPACTED SUBGRADE CON(;RETE DUMPSTER PAD 1"R 6" •. •.7~ G•' 's ,�•;or I 5OF PROCESSED AGGREGATE I.•� ed BASE COURSE OR AS I'1D *;d. DIRECTED BY THE ENGINEER. �------4' *THIS DIMENSION SHALL BE 6" FOR CONCRETE CURB LOCATED CONCRETE CURB AROUND BUILDINGS AND OUT PARCELS 11_ 011 51_011 , , I/4111t—it PER FT. A,I ; ., V to R 11 GRAVEL BASE OR AS DIRECTED BY ENGINEER. CONCRETE SIDEWALK- BUSINESS a COMMERCIAL A_ PAVC►/GAIT 4'• BITUMINOUS CONCRETE LIP CURBING s 6 NOTE . Granite cwt " I°p •. I. M in. length 4 p" 1819~ 2-Finish— sawn to : - P b0 M split face jolntee, 2,000 P.S.L e A 0.4 6 6 C oncnte -- — — )�;0p 3.Grant I* curs with o �.� 0�0 radius of 100'or less 1 a I••D•o• I will be built of cured t( 4. � 1 rj • *0 I grenits. curb •ad set • —'� pi `4,I • D '.' I In 6" of concrete. r•`�•.%: '•'• �•'b Crushed Stone Base_ •00�_ Course Or As d(r•atef ir, Tutr a E+tgin•e. ("s 6,w.j-rd SpecifloTYPICAL CURB Coors* a4lon' ati CURVED CURB Co11n• ow ferataG>' Sj&wWfes,Cwb* M! Drls+wr•yx.) - GRANITE STONE CURB 4" YELLOW LINE (TYP) 1-n„ HANDICAPPED PARKING SIGN CODE W31-0629(P HANDICAPPED PARKING STATE PERMIT REauIREo •.L R 2"x 2 "x .188" STEEL TUBE EXTEND INTO CONC. FILLED PIPE 21'-0" PROVIDE WELDED WATERTIGHT CAP PAINT P&L +6118 BLACK COFFEE. PAINT PIPE BASE YELLOW 11 II -PAVEMENT fl N Li r . 8"0 STD. STEEL PIPE • • • I''c: FILLED WITH CONCRETE. d •'•�,'•.'I•••"' .� •'•I 0 •I • 1 ,, .. �. 'I• '' I r 06-14" LONG BARS, ' �•%'� N I EACH (NAY THRU PIPE • ��''' :; .I I�-6" G CONC. BASE NOTE 1DICAPPED PARKING SIGN SHALL CONFORM WITH CURRENT STATE AND LOCAL CODES AND REGULATIONS. HANDICAPPED PARKING SIGN DETAIL Ik"BIT. CONC. CLASS 2 ( AUTO AREAS ) 2 OBIT. CONC. CLASS-2 ( TRUCK AREAS) I W BIT. 'CONC. CLASS I ( AUTO AREAS ) 2u BIT. CONC. CLASS I (TRUCK AREAS) \_6"'wFoROCESSED AGGREGATE BASE ( AUTO AREAS ) 811 PROCESSED AGGREGATE BASE (TRUCK AREAS LSUBGRADE. * WHEN SILTY SUBSOIL IS WITHIN 2' OF FINSHED GRADE USE 12" GRAVEL SUBBASE (PAVEMENT DETAIL CTHIS LINE NOT REQUIRED Of LOCATED AT CURB. is L2 (TYP) 2 (TYPY LINE I N E (PIGGY BACK STYLE) (SIDE BY SIDE STYLE) PARKING STALLS FOR HANDICAPPED 36'-0• RADIUS VARIES (SEE ENGINEERING PLANS) o b, M ON CENTER ( P) 66' ON CENTER WHERE NOTED TYPICAL PARKING ISLAND I 9.11.92 REVfSED DETAILS INo.1 Date Description Revisions 905111188 � of.CONN��l••• : '0 C-�• • �p No. 4142 P o q a No. Date Description •'•.•�ss�`Q;;;;,;'6, Revisions ���""`00 60 Jr C�• Vf 4o " )enaen ,fi �tliet Designed Drawn Consulting Engineers, Land Planners &Surveyors Checked CG r-A 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale N.T.S. CONSTRUCTION DETAILS Date 6. 17. 92 Sheet No. 25 PLAZA •'-aA'T' BUCKLAND HILLS DOWNEAST ASSOCIATES Of 31 Job No. MANCWSTER I SO.WINDSOR CONIC IMff 11 File No. TERMINAL ELEMENT ANCHOR SEE DETAIL "A" `� 1~"" r1 •------T-----;;Y:.._�---gltttitit111ttt� rt - - - - - - - -----" ' r1111llIL{UI11ll ; ; '4-EXCAV. AND BACKFILL FrIff-i'f -r e t t R—I END ANCHORAGE TYPE I t PRECAST OR CAST IN PLACE W H SMOOTH SIDES 7h"- 2" 27'/2" t I 41/4" 41/4'SPLICE BOLT SLO POST BOLT SLOT DETAIL "B" 2 " X 1'/8" 3/4 X 21/2„ TERMINAL ELEMENT # 3 EARS TERMINAL ELEMENT --E DETAIL 'B' 10 - I" DIA. HOLES, 3" C-C IN RAIL EMENT FOR 8 -%4" 0 ANCHOR RODS (TWO EXTRA HOLES ARE FOR POSITIONING) WORKING POINT -CENTER OF TOP HESE TWO RODS TO BE PLACED 11/2" FROM WORKING POINT RAIL PLAN Y 3 WORKING POINT 0 8 -3/4" 0 RODS - 18" LONG WITH 1041 AND WASHERS.ROD NOT TO PROTRUDE OVER TOP OF RAIL TYPICAL I MATCH WITH GROUND SLOPE (FOR PRECAST USE 5:1) 12j� °n�~ I o 0 12 31- S„ I � # 3 BARS CLASS "A" CONCRE E ELEVATION DETAIL "A" CONCRETE END ANCHOR TYPE I" t----'-`--VARIES-3' MIN. 1/4" X 3" X 27" PLATES W/13/6 " 0 HOLES 6„ GALVANIZING NOT REQUIRED ON BOTTOM PLATE 3" MIN. COVER JOST BOLT SLOTS 74" X 21/2" TO 31/2", 12' - 6" C.C. (TYP.) 13' - 61/2" 12' - 6" �iA 121/4.11 6/ 41/4,i --- 41/q „ 4q .— „ 2 i►.— - - e -- - -. �-► 10 -%" 0 HOLE FOR HOLE SPACING SEE DETAIL "G" 35" TYPICAL 47" AS REQUIRED 1-%" 0 HOLE -H 24" 1/q" X 8" X 24" t FATE MAY BE ..UT ALONG '-HESE LINES FOR DRIVING SPLICE BOLTS SEE DETAIL H" � SPLICE BOLT SLOTS _X 2732 " X I V8" DETAIL "C" TYPICAL RAIL ELEMENT CLASS A,TYPE 2 5/16" 0 X 0/2" HEX NUT 11/4„ STEEL FULL BODY BOLT 5/8 W 5/$" UNTHREADED & NUT 4000 LB. MIN., 5400 LB SQUARE WASHER MAX. TEN. S R. % SEE DETAIL "J" o 6'/2pi 114 2 3/8 8 I , 2 X :�; I J----114vi 5' - 3" TYPICAL 6' - 3" AS REQUIRED 2 AV 1A4 2 3/8 FRONT ELEV DETAIL "D" S3 X 5.7 DETAIL "F" TYPICAL RAIL MOUNTING LAP IN DIF OF TRAFFIi COATI CI CAACAIT REFLECTIVE SHEETING SHALL BE APPROX. 8 SO.IN. 5" X 21/4" REFLECTIVE SHEETING TYPICAL RAIL MOUNTING SEE DETAILS "E & F" 33" TO w APPLY 12" FROM► ROADWAY FACE OF RAIL ELEMENT -SEE i TYPICAL SECTION 1/4" X 8" X 2 4" STEEL PLATE 4�� DIRECTION 1 RAO FIC '/8" XT/8" OVAL /8„� SHOULDERII/q„ �.I Y1 6 " -. t1i1}11�� — J+—I O� —t — I5/17" DIA. X%,E;" DEEP RECESS ONE OR BOTH SIDES SPLICE _BOLT HEX NUT DETAIL "H" SPLICE BOLT AND NUT NOTE: AFTER GALVANIZING THE NUT SHALL BE FREE RUNNING ON THE BOLT ELEV 13„ DETAIL "G" BOLT HOLE SPACING 5/ "' 0 HOLE FOR 1/2"/0SUPPORT BOLT 1'/2" LG. 2 NUTS NO WASHER. (NO SUPPORT BOLTS DETAIL "E" IN LAST 3 POSTS ADJACENT TO CONCRETE ANCHOR) - TYPICAL RAIL MOUNTING NOTE:8 ADDITIONAL 3/8" & 0 HOLES (AS REQUIRED SUPPORT BOLT FOR 3 CABLE GUIDE RAIL) ARF- ACCEPTARLE IN R-I POSTS. 2 - %" 0 RAIL MOUNTING HOLES TABLE "A" CURVHTURE (DEGREE OR RADIUS) POST SPACING LESS THAN 25'(220'RAD OR MORE) 12' - 6" 219 FT TO 111 FT. * 6' - 3" 110 FT TO 76 FT.* 4' - 2" 75 FT TO 50 FT.* 31 - Iyz" , LESS THAN 50 FT. USE NOT RECOMMENDED FOR CURVES WITH RADII OF 150' OR LESS ALL RAIL MEMBERS SHALL BE FABRICATED TO SHE PROPER RADIUS DELINEATOR SPACING RADIUS OF CURVE SPACING ON CURVE 150' 25' 300' 50, 700' 75' 1000, 100' 2000' J.Ei0' 3000' OR FLATTER 200' DELINEATOR TO BE INSTALLED ON POST CLOSET TO DESIGNATED SPACING. REFLECTIVE SHEETING TO BE WHITE EXCEPT THAT ON THE LEFT OF DIVIDED STREETS, HIGHWAY, RAMPS AND ONEWAY ROADWAYS IN THE DIRECTION OF T RAVEL IT SHALL BE YELLOW. REFLECTORIZE RAIL THAT IS PARALLEL TO, BUT DELINEATOR NOT GREATER THAN 6' FROM THE EDGE OF SHOULD=R ONLY. MIN. OF 3 PER INST. TYPICAL SECTION 33" TYPICAL SECTION WHEN CURBING IS RE LRED 13/I6 "HOLES FOR 3/4" BOLTS 4%2" LG. W/NUTS & WASHERS (TORQUED TO 100±?0 FT.L3. q A AFTER DRIVING) 0 GROUND LINE 7 I, 4 ! __ •- - Fc -J L 1/q" X 3" X 41' - n" LG. --TOLERANCE-- --- NOTE: ALL DIMENSIONS SUBJECT I17/32 11�16 ��TO • MANUFACTURING TOLERANCES DETAIL "I" SECTION THRU RAIL ELEMENT 10 GAGE OR `EQUAL /8 DIA. HOLE DETAIL "J" SQUARE WASHER PLACE IN VALLEY OF BEAM FOR MOUNTING TO POST Description Revisions Date Description Revisions SECTION A -A DETAIL "K" BEARING CLAMP NOTE: TO BE INSTAL -LED ONLY ON POST NEAREST CONCRETE END ANCHOR t✓• (��a:je � �QYL'J>o7L �i v'l�Lt�i`��l �� Designed_ Drawn Consulting Engineers, Lanc {Tanners R Surveyors ;r-- Checked C G 1137 Silas Deane Highway Wethersfield, C 3nnecticut 06109 Scale NTS r Date 9-11 - 92 CONSTRUCTION DETAILS VF �I Sheet No. 26 PLAZA AT BUCKLAND HILLS I..I DOWNEAST ASSOCIATES I �� or 31 I ' Job No. MANCHESTER,SO. WINDSOR CONNECTICUT File No. no.� 1t4rir1BM.7Yl.�If,�� -•_ �Jt1nRlCt"..il2.4^'fi..•i`7"r 41.4 SARs tFULL LENGTHI • I i K 1 i I t : l : t t � r t �fr I SPAN _ I f OF PWE ARCH ENDWALL S+"TRICAL 1 30 ABDIIT I< OF PIPE ARCH. PLAN TE CLASS 'A'tONCRE L DIMENSIONS AND OUANTITIES FOR -ONE WING TYPE ENDWALL SPAN I RISE I H I K I L I P I R w' VOL. INS. INS. FT&INS FT&INS &INS &INS FT&INS FT&INS C.T. so 36 6'-E1• io•il Y1- r-Iy,- r-4 3•-4 i4" S•-S F•- 6.00 65 40 11-0" It•-v r-t Y.11 r-S 3--a +,t» 6'-3- 7.00 71 47 71-41• w-6 YI- w-3 7; r-s /A" 4•-6 IA- r-o y.» e.so 3"M FT.BATTER ON ALL W4G WALLS. Ii•• SPAN r-o» 4"CONCRETE APRON 3». OF PPE ARCH - -�� + w ]" 4--BARS CInr \/IF'w a",.4 "/a"crnntF END VIEW PLACED AS SHOWN STANDARD WINr, TYPE ENDWALL FOR PIPE -ARCH KA.P - AMOUNT It i t 2 E. AS eti irm av rr,wti Irttr]wfre SECTION •{f- RIP Rev AS SK0F1ED OY I E4G1kEElt a r `+• n - 4 REEARS 12"OC. 6'mIN. 6: V8"STCNE OR AS --•1 SPECIFIED BY E4GR_ TO BE CARRIED DOMN ' AS REOUtRED FOR GOOD BEARING a FROST PROTECTITRONT ELEVATION LWE 4 C OhC. SL.AE M0T E: W VSF Il WALL FOR PIPE 0IA.15114 _24.50�340 W USE be 'WALL FOR PIPE Di& 42. 40 m Mix. 2 COVER FOR ALL REEARS STANDARD ENDWALL . ' 363:1 SIDE SLOPE 181 _ Olt .`�/ ° � G •`t ,�� T FAQ A C-{;GCo 0 • c.c C Z C c I C o -; A L�...- °macX);co ia `q• •`` J°I- o 'c ' ?) I147 t1 G o0��� K P°� ° "O ao Or• ` N O ACCMP ,0 _s�.�=y-� • r��o. KL G•� i c K CONC. APRON -SEE STANDARD PLAN WING TYPE ENDWALL FOR PIPE ARCH DETAIL. 71 " w 47w 3,0' MODIFIED RIPRAP ( 1.5 ) ACCM P , 3 3 6" GRAVEL FILL FILTER FABRIC SECTION AA PREFORMED SCOUR HOLE. • I EXIST. GROUND SEE ENGINEERING PLAN FOR GRADING 6" STILLING BASI N .129.5 EXIST. GROUND 1 DIRECTION OF R -OW "MODIFIED RIPRAP ON FILTER FABF SEDIMENTATION STRUCTURE NOTES, BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL OR MORTARED CEMENT BLO:•KS 8 ADJUST M.H. FRAME TO SUIT REQUIRED FIELD HEIGHT. I II CONSTRUCTION JOINT -SEALED WITH I" DIA ' j � �-T BUTYL RUBBER OR EQUIVALENT. I DESIGN LOADING - A I r I t- t _ A S =I i �� 1 j OPTIONAL UNITAASHO HS20-44 + I I t STEEL RER FORCE MENT-ASTM A-615-75 / 1 ill, vYv cr•Av C" - �=; � ��•� i / t� 1- I - vnnv.. vv . mill. CONCRETE MINIMUM STRENGTH- 5,000 P.S.I. Qd) 28 DAY. , MAXIMUM HEIGHT OF EACH ADDITIONAL PIECE 4'-0`. g MAXIMUM IN;UQI€ HEIGHT FOR 2 PIECF STD. M.H. FRAME 9 COVER 41 CHAMBER 8 -0 ROOF AND SIDE WALL OPENING AS SPECIFIED.. "STD. TYPE C.B. /FRAME AND COVER /-ADJUST TO GRADE WITH MAX. OF AS SHOWN ON rtun nn�tnnrn nr. nntnv 1 1RV {rVl'RJCJ Ur 6RI1.1% ' ENGINEERING PLAN ' / - CURB LINE gM - ICI '• F-- 100MIN' T I...*.. 16" I' W o: _e: A 3 ' so -tin ;i 2' i ALUM. ST EPS IV- 0*. I 9' SECTION A- A SECTION B-B R S /q • SEP RAT9R, a -_ SEDIMEN A 0 _ STRUCTURE JUNCTION BOX " 2 MANHOLE JUNCTION BOXES COVER _ ( SEE TABLE BELOW FOR f N FLAW LINES AND TABLE IN SPECIAL STRUCTURES 4' MIN. FOR DIMENSIONS.) FL A FLOW CVERf10W FLOW • PIPE "'" FL 0 I8"CPEP- SMOOTH I INTERIOR 3r0.01 I .• ' 2' 6r WA is � H9 11 Ia° 24"DIA.COVERS 1 =yp o A A i� 1-3 .. 21'- 3 " - PLAN MASONRY UhM (BAFFLE VAL.L) 18"CPEP- SMOOTH INTERIOR 900 ELBOW NOTES: . 1. PREOAST SEDIMENT/OIL SEPARATICN CHAMBERS TO BE ROTONDO a SONS PRECAST SEPTIC TANKS AS FOLLOWS: STexIO-11,11,000 GAL. WITH OPENINGS AS SHOWN. 1. BAFFLE MASONRY CONCRETEBUNITS.N.OF6"WITH 3. BAFFLE WALL TO BE PLASTERED WITH IIZ CEMENT MORTAR 1/2' THICK MASONRY MUST BE WET WHEN MORTAR IS APPLIED. 4. �LLJOINT$- MUST BE POINTED FLUSH AND LOCATION FL -A FL-B FL-C FL-D FL-E FL-F FL- F - 8 122.39123.89 122.31 122.06 123. 89 12128 121.98 60 V Z3 PRECAST SEDIMENT/OIL SEPARATION CHAMBER IPE UNDER 30" IPE OVER 30" m 171L`1 LWKFILL-) )DING MATERIAL TO 12"* 0 INSTALLING PPE r 3ACKFILL WITH BEDDING MATERIAL (D�:48 ) I BEDDING .BEDDING MATERIAL - 411 < 48 GRAVEL FILL DEPTH VARIES (IF REQUIRED) H _ STORM SEWER TRENCH DETAIL FOR CPEP, BACKFILL WITH BEDDING TO 411- INCHES OVER PIPE CLASS 'A' OR MASO CONC. UN G It A •^ FLOWS I I W T-LL. II II - - • I L 'iB MANHOLE C C.B. TOP PLAN cI_ass *A': CONCRETE_ OR KIAS_:INRY . i /CONCRETE UNITS. I CLASS 'A' C.01iCRETE_(PMYIDE -a REINFORCIhY\i L7R H-20 LOADINGS 12" / 10_ ON TOP SLAB. Bw ie '- td1 t'KSi �fbt, :> A 1 . •. _ I H , IFIL SECTION A A VABIES_TSL_MEET GRADE CCrN�t� 1JRY MANHOLE COVER SHOWN FOR ITS. _ C,i?. TOP USE OPENING OF: 2'-8 3/4" X V-8 3/8" ems. ;..�;4�•••.�r' •.p�,�.`.'s•vyr . C -SECTION B-B STRUE NO OVER TYPE A B C D H L W T.F. C. 8. 4 C'Db►„Grate e I I �11 4811 2411 1511 8'-4,I' 5'-4 2" 71- .139.50 C. B. 8 1 C 1 6011 6011 3011 1811 12t=- O" 5'-41' 8'-4" 137.34 JUNCTION BOX'YI MANHOLE 60" 60" I811 91- 011 5'-4It 81-411 .135.5± JUNCTION BOX''/2 MANHOLE 6011 711X�471 - 18t1 91-411 5-411 8'-4" 135.5 t t PIPE -ARCH DIMENSION SPECIAL STRUCTURES CATCH BASINS a JUNCTION BOXES W _ Z SHELF AREAS Ei a J'% ':ram: ..♦ RIPRAP PAD/ RIPRAP LINING I 18 INTERMEDIATE RIPRAP 12 MODIFIED RIP RAP 6 ••GRAVEL FILL TER FABRIC TRAVELED AREAS TRENCH DETAIL UTILITY TRENCH • DETAIL GAS MAIN TELEPHONE SI ELECTRIC 3 01-17-90 MISCELLANEOUS NOTES aq /� UJ40 / )enaea elffille2 Consulting Engineers, Land Planners & Surveyors 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Designed 2 12.18.89 ADDED DETAILS Drawn 12 �, 10.9.9c- SO. WINDSOR STAFF COMMENTS 1 10.20.8 REMOVED AND ADDED DETAILS Checked C G Il 9•II.92: REVISED DETAILS No. Date Description Scale N.T.S 10 6.1792'. REVISED DETAILS Revisions CONSTRUCTION DETAILS - Nt "t, PLAZAAT 6UCKLAND DOWNEAST ASSOCIATES MANCNESTER, SO. WINDSOR C0N1&=K UT Date 8.31.89 9 9.10.911 REVISED DETAILS Sheet No. 27 .• ..... 'o, f I "' MI--���- .0�; ,z� << ;�''_ q No. a1az �, 4. `0 .9 a'o',.•,� • �` 1 fQIBTE •/ � �'•a�ss,`""'E�v .� Ory AL 8 5.1391 S0. WINDSOR TOWN COMMENTS.4A,`�', 7 2.25.91 TOWN COMMENTS 6 2.01.911 REVISED DETAILS Of 31 5 10.0491 REVISED DETAILS 4 05.16.9( REVISED DETAILS No. Date Description Job No. Revisions File No. 6 I I I, 3 1 ) 1-1/4' LETTERING READS SEWER 2- 3/4" COVER - SECTION 1 Y5/7)),� "all 3/4' I L l� I-I/4 IL I I L I" 'w 2?" li N 3/4 nn�/ 1'171i _ MI A AI V d C R r L H 1 V I i 34' I FRAME. -SECTION MANHOLE FRAMES AND COVERS SHALL BE OF THE TYPE AND MANUFAC URER INDICATED BELU LOCATION-- TYPE MODEL N'IANUFACTURER UNPAVED AREAS HEAVY DUTY WATER TIGHT LA3248-1 E.L. Le BARON FOUNDRY CO. (i.e. EASEMENTS) ( BOLTED a GASKETED)+ it Is 1502 CAMPBELL FOUNDRY CO. PAVED AREAS HEAVY DUTY WATER TIGHT LAB248-1 E.L. Le BARON FOUNDRY CO. (I.e.STREETS, (BOLTED 8,GASKETED)�lE 1PARKING LOTS)„ „ 1027C CAMPBELL FOUNDRY CO. IlE BOLTS SHALL BE 1/2" STAINLESS -STEEL FRAIME AND COVER MANHOLE STRUCTURE t�: 4• PVC STUB 6° I I1 CLASS "B" CONCRETE CRADLE PLACE TO FIRST PIPF JOINT UNDISTURBED MATERIAL Aj FLEXIBLE CONNECTOR PV^ J 0 1 NT PRECAST M.H. SECTION I � 811 ' I /2 TO 3,/411 CRUSHED STONE CS3>v ; I BEDDING KOR-N-SEAL I JOINT DETAILS STAINLESS STEEL STRAP k BRICK j� 6" PVC PIPE 1 22 • I/2 ° OR 450 PVC BEND er—AS REQUIRED PVC PLUG I I NOTE : EXACT LOCATION AND ELEVATION OF SERVICE CONNECTIONS TO BE DETER- MINED AND SET IN THE FIELD DURING CONNECTION. PLAN I/q /F 1. MIN. PIPE BEDDING UNDER FULL LENGTH OF BUILDING' CONNECTION WYE OR TEE/WYE CONNECTION 22-1/20 OR 45° -PVC RrKn AS REQUIRED TO MATCH EXISTING CONNECTION TRENCH WALL v PROP, SAN. SEWER WYE OR TEE/WYE—/ CONNECTION ELEVATION NORMAL BUILDING CONNECTION FOR SANITARY i ATWQA II - 00 O •a r4"MIN. 1A SEE FLEXIBLE JOINT DETAIL ADJUST COVER TO NEW GRADE FOR HYDRANT RELOCATION APPROVED MECHANICAL JOINT FINISHED GRADE FIRE HYDRANT X SLIDE TYPE- I BREAKAWAY FLANGE VA LV E BOX -'O GROUND LINE ` N MECHAN[CAL JOINT, 6 RESILIANT WEDGE 6 GATE VALVE 6 18 I � VARIES �— CONCRETE COLLAR (CLASS A) UNDISTURBED EARTH z 15"CLDIP 1 " •'O MIN. CLASS 'a'CONCRETE +' THPiiST BLOCK -� ( � roar -- 3/4" CRUSHED "a•�°117 �% STONE OR BANK GRAVEL I I KEEP N,ASONRY BLOCK CLEAR OF DRAIN •' ' •„• , , _ I 9' �— SOLID MASONRY BLOCK MECHANICAL JOINT , (TYPICAL) ANCHGh TEE `b^ I UNDISTU.RBEO EARTH '_1,--UNDISTJR 3 E D 30 EARTH ALL MECHANICAL JOINTS WITHIN THESE LIMITS SHALL BE INSTALLED WITH DUCTILE IRON RETAINER GLANDS FITTED WITH CUP POINT, SQUARE HEAD STEEL SET SCREWS. ALL PUSH -ON JOINTS SHALL BE RESTRAINED BY MEANS OF COVERALL PIPE JOINT RESTRAINERS. L6-M.J. SOLID SLEEVE TO BF USED FOR HYDRANT RELOCATION HYDRANT" 'DETAIL OF COVER r- NORMAL TRENCH WIDTH STANDARD TOWN OF MANCHESTER HEAVY DUTY FRAME AND COVER ^ / (WATERTIGHT WHERE REQUIRE)) I 2 HOLE COVER 8 ��Dlula ARCH TYPE i i':LESCOPING CURB BOX BRICK -ADJUST FRAME TO FINAL WITH Foor PIECE GRADE W/MAX. 4 COURSES "" I' CLASS A CONC. _ i (TYPICAL) ,— IN UNPAVED AREAS ANCHOR FRAME W/CONCRETE y'; '50 L NCH HALL BE 1 " ",EFIRMSMATER AL MMEv TO'ATELY A ' .DIA"' ; '' 2 COATS BIT. WATERPROOF!NG -CURB -''OP PRIOR 70 PLACING CONCRETIZ MATERIAL ALUMINUM STEPS FLAT STONE PLAN- 1/8 OR 1/16 BEND SECTI ON 1• 'I. 11711 � r-3"MIN, 1 ' . - 0 RING RUBBER GASKET I / — ------ AND MORTAR JOINT (TYP.) CURB STOP INSTALLATION =N IN PAVEMENT OR SIDEWALK L ' �• a I::• % o 11 t •� NOTE • MAX"ai:M PIF" SI' E TO BE USED » k i:, �'�'. / / :,••• • PIPE O.D.i24 OR 3-0 MIN. ' I�I J fy '' •' , l '.� IN 4 MANHOLE IS 24'; �.. FINISHED GRADE y 1. DEPTH OF INVERT 0.8 x DIA, •_.. BRICK LINED INVEPT BACK FILL PLACED AND COMPACTED �•;• IN 12 LAYERS - \ I �_,:I t•'�. , {►- CONCRETE OR BRICK a MORTAR ; GREEN WARNING TAPE PLAN TEE `K • 1`' ' r - " • COMPLETE ENVELOPE OF FILTER FABRIC ,•4 ' ' ' . '• • t •, < WITH SI> P LA NI - 1 /4 BEND "� CRUSHED S USED AS REQUIRED PIPE OA.t24 OR 3,.0r MIN. IN ROCK CUT n REPRESENTATIVE OF THDIRECTED TOWN OF MANCHESTER BY A TH RUST BLOCK DETA I L N - F 4' SANITARY MANHOLE MANHOLE NOTES I, ALL PIPES SHALL BE CUT FLUSH WITH INSI-.IE WALL OF MANHOLE. 2. MANHOLES.SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 1211 BANK GRAVEL BASE PLACED TO 6t1 MIN. OUTSIDE BASE. 3. ALL PIPE - MANHOLE JOINTS SHALL BE FLEXIBLE JOINTS. 4. TWO GOATS -Or C;TUMINOUS MATErIAL SHALL 9E PAINTEO.109 OUTSIDE OF ALL MAf�NOLES. 5. 'STUBS SIJALLr CONSI'ST OF A 4 MIN • L.00TH OF PWE EXTENuLD 8E''0X)-->F'LEXISLL SLFEVE. DOUBLE STRA TAPPING SAD WATER MAIN I BOX (ADJUSTABLE) STOP 'ER MIN. TYPICAL SERVICE CONNECTION FOR DOMESTIC WATER CIUICUCh (',BADE TOP SECTION OF VALVE BOX WITH FLANGE W BEDDING SHALL BE BEDDING MATERIAL, WISHED GRADE s a TO 3µ1CRU8HE0 STONE PLACED AND COMPACTED IN 8 LAYERS FINISH GRADE � LOAM AND SEED (AS REQUIRED) GRAVEL FILL AS DIRECTED BY A REPRESENTATIVE OF THE TOWN OF - •/-� i = r - Sri / / - = - - MANCHESTER WHEN UNSUITABLE BACKFILL PLACED AND COMPACTED . . MATERIAL IS ENCOUNTEI{EO IN 12" LAYERS j . ' • FTIOPOSED OR CRUSHED STONE SHALL BE USED WHENEVER z • ' EXISTING CATCH 'A IS GREATER THAN 15'AND PVC PIPE IS USED BLUE WARNING TAPE •' BASIN io a COMPLETE ENVELOPE OFMLTER FABRIC , owWITH12' OVERLAP REQUIRED WHEN • PROPOSED A .0, TYPICAL TRENCH DETAIL (SEWER) + CRUSHED STONE IS USED AS WOOING WATER MAIN .44 /�;;.:;•:;;•r�•�;: FILTER FABRIC REWIRED IN ROCK CUT AS DIRECTED BY A REPRESENTATIVE OF THE '�.,;• :job '::` • ::,;; TOWN OF MANCHESTER �. ei :`i' ,':•'• BEDDING SHALL BE , BANS GRAVELjBEDDM MATERIAL OR 3/8 TO t3M"CRUSHED STONE PLACED AND � ; , t , • {, ft , COMPACTED IN 6 LAYERS tr all W GRAVEL FILL AS DIRECTED BY 4 • REPRESENTATIVE OF THE TOWN M E IIATL ISS 04COOUNTEEUNSUITABLE Irt CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY A REPRESENTATIVE OF THE TOWN OF MANCHESTER �� T � � MAIN AT CATCH /1 ITCH BASIN. NOTE FOR ADDiTIONAL NOTES TYPICAL TRENCH DETAIL (WA� TER) SEE SHEET N0. 3 II3 2/1/91 IMISCELLANEOUS NOTES/DETAILS (_:5� �'��e a�' �/ut��g't 1 .17/9 MISCELLANEOUS NOTES " )Iynaen I '2•18.89 A' DDED_ DETAILS Consulting Engineers, Land Planner;• & Surveyors No. pate De-,cription e�i. i 1'37 Silas Deane Highway Wethersfield, Connecticut 06109 _ Revisions CONSTRUCTION DETAILS 7 9• I I.9 REVIS�:D_ DETAILS . ��• ��''' H • �c• PLAZA AT 6 U C_K L AN D HILLS 6 6.17. 921 REVISED DETAILS 5 2.07-92 TOWN COMMENTS 4 9•I091 REVISED DETAIL a Y�. DOWNEAST ASSOCIATES :1, p N 41 »,1 �� No. Dote Description Revisions ,��i���NgL ENG �I MANCHESTER, SO. WINDSOR CONNECTICUT Designed Drawn Checked C.G. Scale NOT TO SCALE Date 8 31 89 Sheet No. 2-8 Of 31 Job No. 5805 A File No. �vvnt��yy ��4aI( �v✓-& I" kcald4 z Witt rt�vtd Apmk ^I �7iA t�dh I►1 Xw�(o 1F�.rvxvvG-�4+� Na-,Y.I DF t �1G�G061f; IF ��vvQQ��Iica1�(G bc(� ►�aitd 4 'II+G�I,a►+ds(,� pG (at if6Gt I�IG F>7tiJ(� i1 < UI �i 1r�1, QF tl►c v hltitltl wrAd GO&A ke, - Min. Z (� . OC74 o4 b�bvv� I + M-ttu n&im Z ;� i 13' lard wax �L� vi1� Ak a bIG dutd prow Vc+�kiu 1. L�G 3 fW 'fice, F 3 L4I. GV k6y WNwG hf CG'GbGs Not A.IIoq Gv)i"I. C,v1- ��e P � �i r� {zj►c�y �n1 �( �3 D� ZDo} till. ovr+ �I► I �'l N Wra 9 S wivio � r�j t�v►t 1!��� I Aso 4r ✓ovm r'� l 4' 6ofl 6kvicew (fir) � �irtiy{I Glra�iG mil rll ►�u� ��( r1 1'.11GGkt r hrt G, �d �a�}t ►u� i 1 L .f tS � i� �G��{{W�kl�n ✓i-W 'YVIP✓ i'IaN�in . 9 d -r,-c 7U15 DF 9Caav c '° •� IF ovwIx'(Ga l i ?bv- 0 rwtd � St.�vlrGd 'f✓GG . �c� i N Wraq�i►�q �� (o"�(v✓I�bvo�1�(Ga�va �13�) �—h{i�I,kl1� b�ovc �ivt. Grade 4 I— 3 SGIoN! G✓adG GO&= hol [1IX IPN vial( Y vow Mid. f iil.It_ k",, PPM %II-(o •Prri»0W c.u. ,wi.._ A.II 0�- `PIaN�1H� �i{' ti �piar�Lfw Tree Planting Detail Not To Scole Neste.: 9evlwLn'(rrry 3"Ca(i,pt,�/ Or L-cs5 t:vwy rcon'�ras g'O✓ ti �a +U!A0wi, -(Yeti,-5"6mI; t,✓ O►+ 4(a,, t:vt r't fez 'frus, &'0,, rMi✓fo 45e, Ine.J f-o✓ bAl Ow 4,8m vi eAl Tr1-t W 4 r019 f " 1VA�VV 4A'WCw2GG '%GG k(Kd ` 4alo '?6V61 1117. Tree Planting On Fill/ Cut Slope_ 8" 0 STANDARD PIPE FI LLED WITH CONC. f PAINTED TO MATCH COLOR OF ADJACENT BUILDING. HALT PAVEMENT 8 to 0 CONC. BASE 6 -14" LONG RE -BAR EACH WAY THRU PIPE I : . KA S 0 in 911 9" NIA q- TYPICAL GUARD POST DETAIL MOW %xcl'aC�G+1�' Gv+rb 14iaewalk, Or wit" a VkVaii&M• , GIX b 4-"12I4yWM ft rk- N(v(l( Bark/Mulch Installation At Curb t awH ,��a ii &, l.(-A ,roV 564 k4'al.Gt"i CX12 �e,MeGI r Guru N A vrI{ l • • • • • • i . • • • �O 'i�D�7D i ( LQ � G✓ •A• hvb9 ra d G • i ntTi Lawn ` I n sta I l a t ion At Curb E�✓Ilka✓dGvt�d �vr�trt `��all F5G Cui' ,,vrl aQ �Irm'r p 15 C+ �c►MovG hlf �n�ti� V�� Yo�7G5 �('wiHGs �n�;v � Fcro� oaf �►r. ¢"�,frevvcd MvULP V d� �ini44tt.{ G✓adG R h4 •Pk tx�k- " ti' Go+Mtfa 'f�A �i Soil ,A cd /hoc+ i�cGd ,gal $Gtdr� III �T��• ' IAVtI n1 5vi than Twice w�c t ✓ O �,J hG+ rca ' Q1( 119 (�l;4IoIAf11 ta✓q G✓ �oSf �x � {„(� l 64oNG✓ l N OV0+'H f 1 is It OtAvAofs✓ Cp%a►MG c al m �nd i�v1'%t i ✓1 G ✓' or a G vow Shrub Planting Detail I -NOTE - LAMP HOUSINGS ARE 'ALUMINUM FINISHED WITH TEXTURED BRONZE URETHANE PAINT COATING BUILDING MOUNTED LUMINAIRE . 14 of \1000 WATT METAL . HALIDE LAMP B 0 E MOUNTING ARM GRAY STEEL POLE. EACH POLE b SHALL BE CAPABLE OF HOLDING M EITHER ONE (1) OR TWO (2 ) LUMINAIRE HOUSINGS. SEE LAY - ,I OUT PLANS FOR LOCATIONS. CONCRETE FOUNDATION TO BE DESIGNED BY OTHERS s wan � p>t D '� jj u 1 r �rfiY� _POST MOUNTED LUMINAIRE Co-O I'x��Grrtar Ord Cv�f�� �ravG N� Gn •� by ✓-�c+l.G mw Wood Fence Detai I Board On Board V -,9A peA "ktIAvl- Gc rl. a. fv'F� Div ll�crci'�u,✓ Seed Mixture No. 1 40% Spartan Hard Fescue 30% Victory Chewings Fescue 20% Jasper Creeping Red Fescue 10% LowGrow Perennial Ryegrass Seed Mixture No. 2 42% Creeping Red Fescue 34% Fiesta II Perennial Ryegrass 8% Red Top 8% Alsike Clover 8% Birdsfoot Trefoil Seed Mixture No. 3 40% Fiesta II Perennial Ryegrass 30% Jazz Perennial Ryegrass 30% Magic Perennial Ryegrass -)k SEED AT THE RATE OF 5-6 POUNDS PER 1000 SQ. FEET. PLANT SCHEDULE LATIN NAME KEY QUANTITY COMMON NAME SIZE TYPE DECIDUOUS TREES AC 6 Acer Campestre Hedge Maple 2"-2-1/2" Cal. B&B AP 29 Acer Platanoides "Emerald Queen" Norway Maple Y-3-1/2" Cal. B&B ACK 30 Acer Platanoides "Crimson King" Norway Maple 3"-3-1/2" Cal. B&B CJ 2 Cercidiphyllum Japonicum Katsura Tree 2"-2-1/2" Cal. B&B CK 2 Cornus Kousa Kousa Dogwood 8'-10' Height B&B FP 9 Fraxinus Pennsylvanica Lanceolata "Marshall's Seedless" Marshalls Seedless Green Ash Y-3-1/2" Cal. B&B GB 11 Ginkgo Biloba Ginkgo 3"-3-1/2" Cal. B&B GT 23 Gleditsia Triacanthos Inermis "Moraine" Honey Locust Y-3-1/2" Cal. B&B PK 12 Prunus Serrulata "Kwanzan" Kwanzan Cherry 2"-2-1/2" Cal. B&B PC 29 Pyrus Calleryana "Aristocrat" Aristocrat Callery Pear Y-3-1/2" Cal. B&B QP 20 Quercus Palustris Pin Oak 3"-3-1/2" B&B TC 24 Tilia Cordata "Greenspire" Littleleaf Linden Y-3-1/2" Cal. B&B ZS 15 Zelkova Serrata "Green Vase" Japanese Zelkova Y-3-1/2" Cal. B&B CONIFEROUS TREES PN 22 Pinus Nigra Austriaca Austrian Pine 6'-8' Height B&B PP 10 Picea Pungens Colorado Spruce 6'-8' Height B&B PS 17 Pinus Strobus White Pine 6'-8' Height B&B TsC 41 Tsuga Canadensis Canadian Hemlock 4'-5' Hgt. B&B DECIDUOUS SHRUBS ACD 3 Amelanchier Canadensis "Regent" Regent Service Berry 4'-5' Height B&B CH 106 Cotoneaster Horizontalis Rock Spray Cotoneaster 12"-15" Spread Container EA 54' Euonymus Alatus "Compactus" Dwarf Winged Burning Bush 2'-3' Height B&B FS 30 Forsythia Intermedia "Arnold Dwarf Forsythia 15%18" Height Container SxB 84 Spirea Bumalda "Anthony Waterer" Bumalda Spirea 18"-24" Height Container EVERGREEN SHRUBS CD 105 Cotoneaster Dammeri "Skogholm" Bearberry Cotoneaster 15"-18" Spread Container JC 51 Juniperus Chinensis "Pfitzeriana" Pfitzer Juniper 18"-24" Spread B&B JCS 131 Juniperus Chinensis "Seagreen" Seagreen Juniper 18"-24" Spread B&B JH 107 Juniperus Horizontalis "Bar Harbor" Bar Harobr Juniper 15"-18" Spread Container JS 362 Juniperus Sargentii Sargent Juniper 15"-18" Spread Container 1 9•II.92 REVISED DETAILS No. Date Description Revisions ��pF CON �i `y�H' Mt<_o < 'A r 0% ��=_ No. 4142 :°F =ZZ"t ca,o,G,��'� S �..�� '►.;/ NA L 6N No. Date Description Revisions LATIN NAME KEY QUANTITY COMMON NAME ; IIZE TYPE MD 128 Microbiota Decussata Siberian Carpet Cypress " 2"-15" Spread Container PM 75 Pinus Mugho "Mughus" Dwarf Mugho Pine .0"-12" Spread Container RC 97 Rhododendron Carolinianum Carolina Rhododendron !8"-24" Spread Container RBP 15 Rhododendron "Blaauws Pink" Blaauws Pink Azalea '.2"-15" Spread Container TD 153 Taxus Cuspidata "Densiformis" Dense Spreading Yew ''.8%24" Spread B&B TO 40 Thuja Occidentalis "Nigra" Dark American Arborvitae 41-5' Height B&B GROUND COVERS AU 351 Arctostaphylos Uva-Ursi Beerberry I;"40" Spread Container * 4700± Euonymus Fortunei "Colorata" Wintercreeper 2-1/4" Plugs * 50± Vinca Minor Periwinkle 2" Plugs ORNAMENTAL GRASSES FOG 34 Festuca Ovina Glauca Blue Fescue ! Gallon Container " Note: Quantities shown are approximate only. Final qu,,ntity to be determined by the Landscape Contractor based on actual field conditions. Ground cover plants to be planted one foot on center, rows staggered, beginning one foot away from curbs and sidewalks. Mode , �enaea V/ iMe2 Consulting Engineers, Land Planners & Surveyors 1137 Silas Deane Highway Wethersfield, Connecticut 06109 CONSTRUCTION DETAILS PLAZA ., AT BUCKLAND HILLS DOWNEAST ASSOCIATES MAINCWSTER, SO. WINDSOR CONNECTICUT Designed Drawn Checked C.G. Scale N.T. S. Date 6.17.92 Sheet No. 29 Of 31 Job No. File No. 100' t PLANT SCHEDULE BERM LOCATION A . BERM WIDTH VARIES. SEE ENGINEERING ' PLANS FOR GRADING LIMITS a CENTER • • • •• : OF TOP OF BERM. LATIN NAME* • - QUANTITY COMMON NAME SIZE TYPE • • ° DECIDUOUS TREES . . • 20 Acer Platanoides ° , : _ • ' ' , ,� Norway Maple 2"-2-1/2" Cal. B&B • ' ' 20 Quercus Rubra • ' • • _ 10'± PLANTING WIDTH AT TOP Northern Red Oak 2"-2-1/2" Cal. B&B OF BERM , APPROXIMATELY • • • ; , : ; EQUAL BOTH SIDES OF CENTER- , , ' .. • . , . ; , LINE. CONIFEROUS TREES • , . • , ' • ; - ,• A • ,• , 65 Pinus Nigra • Austrian Pine 6'-V Height B&B APPROXIMATE CENTER ' , , • • • • ' •' ' OF TOP OF BERM - 65 Pinus Stro us • . White Pine 6'-8' Height B&B • 65 Tsuga Canadensis • - Canadian Hemlock 6'-8' Height B&B DECIDUOUS TREES EITHER NORWAY MAPLE OR RED CONIFEROUS TREES EITHER WHITE PINE CANADIAN OAK. APPROXIMATE EQUAL QUANTITIES OF LIKE PLANT HEMLOCK OR AUSTRIAN PINE. APPROXIMATE EQUAL SPECIES SHALL BE EVENLY DISTRIBUTED THROUGH- QUANTITIES OF LIKE PLANT SPECIES SHALL BE OUT THE LENGTH OF THE BERM PLANTING. EVENLY DISTRIBUTED THROUGHOUT THE LENGTH OF THE BERM PLANTING. GRASSES AND WILDFLOWERS .SEE LAYOUT PLANS TYPICAL BERM PLANTING FOR SEEDING LIMITS. LOCATION A SCALE 1" = 10' PLANT SCHEDULE BERM LOCATION B W H E E L E R R 0 A D LATIN NAME QUANTITY COMMON NAME SIZE TYPE 0. APPROXIMATE CENTER OF TOP OF BERM BERM WIDTH VARIES. - DECIDUOUS ORNAMENTAL TREES, EITHER SHADBLOW. BIRCH OR REDBUD. APPROXIMATE EQUAL QUANTITIES OF LIKE PLANT SPECIES SHALL BE EVENLY DIS- TRIBUTED THROUGHOUT THE LENGTH OF THE BERM PLANTING. S E R V I CI E D R I V E W A Y GRASSES AND WILDFLOWERS. SEE LAYOUT PLANS FOR SEEDING LIMITS. TYPICAL BERM PLANTING LOCATION B SCA LE Iif =10' DECIDUOUS TREES, EITHER NORWAY MAPLE OR RED OAK. APPROXIMATE EQUAL QUANTITIES OF LIKE PLANT SPECIES SHALL BE EVENLY DISTRIBUTED THROUGHOUT THE LENGTH OF THE BERM PLANTING. CONIFEROUS TREES, EITHER WHITE PINE, CANADIAN HEMLOCK, OR AUSTRIAN PINE. APPROXIMATE EQUAL QUANTITIES OF LIKE PLANT SPECIES SHALL BE EVENLY DISTRIBUTED THROUGHOUT THE LENGTH OF THE BERM PLANTING. Grass and Wildflower Seed Mixture 30% K31 Tall Fescue 20% Perennial Ryegrass 15% Rudbeckia hirta Black-eyed Susan 15% Chrysanthemum leucanthemum Ox-eye Daisy 10% Coreopsis lanceolate Coreopsis 10% Echinacea purpurea Purple Coneflower SEED AT THE RATE OF 5-6 POUNDS PER 1000 SQ. FEET. DECIDUOUS TREES 13 Acer Platanoides Norway Maple 2"-2-1/2" Cal. B&II 13 Amelanchier Canadensis Shadblow 8'-10' Height B&II 13 Betula Alba European Birch 10'-12' Height (Clump)B&II 13 Cercis Canadensis Redbud 8'-10' Height B&E; 13 Quercus Rubra Northern Red Oak 2"-2-1/2" Cal. B&E; CONIFEROUS TREES 65 Pinus Nigra Austrian Pine 6'-7' Height B&E 65 Pinus Strobus White Pine 6'-7' Height B&E 65 Tsuga Canadensis Canadian Hemlock 6'-7' Height B&E (�/Q�e Designed K R J Consulting Engineers, Land Planners &Surveyors Drawn K R J 1 11.12.92 SO. WINDSOR TOWN COMMENTS Checked C G No. Date Description I -A 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale AS SHOWN Revisions Date 9• l 1. 92 �•o'��oHH f,,,, P L A N T I N G DETAILS fir. '•. Sheet No. PLAZA AT BUCKLAND HILLS �l' h .slaw 30 <� _ G'�'� 40 t' � No.4 4142 t* DOWNEAST ASSOCIATES Of 31 ' No. � �O v,vF,� No. Date Description �'•.`5�:°,!;;; �G.� Job No.5805A Revisions ''�••. "� MANCHESTER, S0. WINDsoR _CONNECTICUT File No. IV L it" 12.5 S.F. w e. TYP 2'-6` REFER TO AWACENT VIEWS FOR DIMENSIONING 27.0 S.F. PAVEMENT ARROW DETAILS ( WHITE ) (ARROWS TO BE CENTERED IN TRAVEL LANE) 12" WHITE LINE (6' APART FOR CROSSWALK / 611 WHITE 45* / (2AAPART)LINE CROSSHATCHING DETAIL l UU1-rIJ1K1 CI-M nKII V1 SIGN LEGEND CONN. D.O.T. CATALOG NO. r- 2'-10'- w 2'- 3' -� 15. 5 S. F. - -y -- 2 2" 17 --3'-4•R I e'- o' -2'-3•R YELLOW - NE (TYP) L F(TYP) 3' 6w-- IS'---i iPIGGY BACK STYLE) 36' -0• J. li THIS LINE NOT REQUIRED g, IF LOCATED AT CURS. ie - 30' - c --- 3 L-7— IS-0, � wI Y') 4" WHITE LINE ( TYPICAL 4�VELlOW �A•s LinE (T Yam) 60' ON CENTER ! PI _t2• 4"WHITE LINE 3' 66' ON CENTER WHERE NOTED (SIDE BY SIDE STYLE) TYPICAL PARKING ISLAND PARKING STALLS FOR HANDICAPPED r L,6-r-%%O. - - - - 0 OA NOTES: PROPOSED 31 - 0002 (STOP SIGN) I. ALL SIGNINGS AND PAVEMENT MARKINGS SHALL CONFORM TO THE STANDARDS OF THE LAST EDITION OF THE "MANUAL © PROPOSED 31 - 0503 ( STOP SIGN) ON UNIFORM TRAFFIC CONTROL DEVICES' FOR STREET AND HIGHWAYS. 2. INSTALL PAVEMENT ARROWS AS SHOWN ON PLAN. © PROPOSED 31 - 0509 ( DO NOT ENTER) 3. ALL SITE PAVEMENT MARKINGS TO BE PAINTED PAVEMENT MARKINGS, EXCEPT SITE DRIVES TO BE PREFORMED PLASTIC PAVEMENT MARKINGS.(60 MILS) OD PROPOSED 31 - 0077 ( ONE WAY) 4. ALL HANDICAPPED PARKING SPACES SHALL HAVE SIGN & SYMBOL MARKINGS. 5. "NO PARKING FIRE LANE" SHALL BE MARKED ON PAVEMENT SPACED EVERY 3001 ± PROPOSED 31 - 0088 ( ONE WAY) AND SIGNS TO BE PLACED ON BUILDINGS EVERY 2001 ± 0 PROPOSED 31- 0526 (KEEP RIGHT SYM. ) No.1 Date Description © PROPOSED 31- 0519 ( NO LEFT TURN ) Revisions PROPOSED 31- 0215 ( YIELD SIGN) �� 0 41� M�<< 0 S,C, �N a 410 1 PROPOSED 31- 0349 ( LEFT ARROW ONLY VERTICAL &RIGHT ARROW) = % No. 4142 � No. Date Description °F=:FDI,:TE1 'f���' Revisions ���,,;,ON AL E 4"YELLOW LINE 12" WHITE LINE STOP BAR V Male , ),en4en f' Ifiltlet Consulting Engineers, Land Planners & Surveyors 1137 Silas Deane Highway Wethersfield, Co inecticut 06109 SITE PAVEMENT MARKING PLAN PLAZA - AT BUCKLAND HILLS DOWNEAST ASSOCIATES MANCtt R , SO.WINDSOR COMCTlCEl'i Designed Drawn RJ / JSP Checked C.G. Scale I I = _80 Date 6 - I - 92 Sheet No. 31' Of 31 Job No. File No.