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HomeMy WebLinkAbout87-84 SNET Site Plan of Development • , 8c ALTERAADDITION - +i i G i A1 A -1 7 -1 IL JL 5 .. - 7 7N-y- G ADD 0 N 1 1 IL JJIL JL IL \, B ,U C K LAN D R O AD . CONNECTICUTSo UTH I�VIN DSOR Milli ' OWNER: STRUCTURA L ENGINEER: DRAWING LIST B S ER GIB LE , & NORDEN CONSULT,ING ' S'OUTHERN .:NEW' E N GLAN � DRAINING NUMBER TITLES TELEPHONE . ENGINEERS INCORP ® RATE 130 ELM STREET - P .O . BOX 362 LAND PLANNING 195 CHURCH STREET OLD SAYBROOK, CONNECTICUT LP2 . 1 KEY PLAN / ZONE DATA INFORMATION NEW HAVEN , CONNECTICUT LP2 . 2 CONSTRUCTION / LANDSCAPE PLAN AND w } } DRAINAGE / TOPOGRAHIC PILAN ARCHITECT: M . E. P . I t ARCHITECTURAL TECTON� C INI 8c IFORT ENGINEERING LU A2 . 1 FLOOR PLAN ONE HARTFORD SQUARE WEST DEANE HIGHWAY i - CONNECTICUT 1795 SILAS A2 . 2 ROOF PLAN HARTFO R D, ROCKY HILL, CONNECTICUT A3 . 1 ELEVATIONS , CIVIL ENGINEER . A6 . 1 SECTIONS / DETAILS STRUCTURAL DESIGN ASSOCIATES ENGINEERING _ 62 BL OOMFI'ELD AVENUE S . 1 FONDATION PLAN/DETAILS WINDSOR , CONNECTICUT S , 2 ROOF FRAMING PLAN/DETAILS M EC HAN I CAL �,rI 4 M . 1 CHANICAL FLOOR PLAN ! M . 2 MECHANICAL DETAILS ELECTRICAL rt' E. ELECTRICAL FLOOR PLAN DETAILS 1• E. 2 ELECTRICAL r 9 -f SPECIFICATIONS MECHANICAL/ELECTRICAL P SPECIFICATIONS t ME 1 - :. qy - T'`'i" ••?, .kr..i V l t 's Y'.\ y' ,My 'J` a.7, l' ;F,.. � •i `�,- '' 5'! ' 'r ic• '' � j, i 06 ' . . - ;lSr". �, Y;$ t. C'""' -if t'.j :-; m r., <x P" max°,•S'� `•(is 1„ SPECIFICATIONS' ' V 7r' A S / WA N M E. 2 V0. 3 • ,`•Ci._"/ ;f r, r Lv' I D c N A 0 c JD ,\1A • .• 20 )- 1987 - tea•'• ,< �3: 4 -y � ._ ..: •� ; SUE - DATE CTOBER r N i. Ell I - -- - ll*l*T 9G,0 9�x9 9¢ 9 q5 x 5 twonr. N 03- 07' 35" W ?7x0 ZDD.C�O Al o r' 5-o.z' RtC�ARD 5. K�Lt^�� 9-7 Z E-o.-s' 9�%7 9B.! ConC. �/F, 9so pPn JO Hn1 9G.1/ 98x o I96Ks 9bx� 96x8 99xo NOTES: - 15.69 4s.9s 9�.oz 96.rs - 1) BEARINGS AND COORDINATES REFER TO THE CONNECTICUT COORDINATE SYSTEM BASED ON C.G.S. MONUMENTS 1139 AND 1140 HOLDING THE FOLLOWING PUBLISHED COORDINATE VALUES: Oc�'ae 9S 9� 9y`z 9L x O .. 4 1139 N362 , 063 . 69 1140 N361, 290 .49 Q 9sx�o 9,/ x s E653, 447 .46 E655, 141 . 00 O 9sx7z BM-A 2) REFERENCE IS MADE TO THE FOLLOWING MAPS: 0.8'uptr-Rom,p6mv- Q B -7- LoT E L = 9(o.Q$' N - A. "MAP OF PROPERTY BELONGING TO THE SOUTHERN NEW ENGLAND - TELEPHONE COMPANY LOCATED AT BUCKLAND ROAD SOUTH 95 33 �� P � oEv�e ! AfL WINDSOR, .CONNECTICUT" , BY CHARLES A. CAHN, SCALE UN r� 1"=20 ' , _ DATED DECEMBER 1956 REVISED JULY 1974 . r"F: 97.70 97x G - B "PROPERTY SURVEYED FOR JOHN SAMSEL, BUCKLAND ROAD, - SOUTH WINDSOR, CONNECTICUT" , BY HAYDEN L. GRISWOLD, -- I SCALE 1"=40 ' , DATED MARCH 3 , 1971 . 7 i C. "BUCKLAND ROAD FROM ELLINGTON ROAD TO TOWN LINE, SOUTH I WINDSOR, CONNECTICUT, SHEET 2 OF 7 " BY PETERSON & 95b Ex157"/NC-T HOFFMAN, SCALE 1"=40 ' , DATED APRIL 1973 . 45urZ-r��.vv 96xo N D. "PLOT PLAN AND LANDSCAPE PLAN, PROPOSED NEW SOUTHkn ~ N WINDSOR, RETAIL STORES, BUCKLAND ROAD, SOUTH WINDSOR, © o 9-7.z CONNECTICUT, HERMAN M.FRECHETTE - APPLICANT BY DOUGLAS N o,Es6� PRIOR, SCALE 7.'=20 ' , DATED JANUARY 29 , 1981. N tlJ I � E. "PLAN OF LAND TO BE ACQUIRED BY THE TOWN OF SOUTH a - vE,✓r, z y WINDSOR FROM SOCIETY FOR SAVINGS, 1765 ELLINGTON `ROAD, 9 SOUTH WINDSOR, CONNECTICUT" , BY TOWN OF ;SOUTH WINDSOR co 0 7""K"� w%A-- BUREAU OF ENGINEERING SCALE 1"=20 ' , DATED MAY 16, 1983 . N VAL E 3) ELEVATIONS ARE BASED UPON THE NATIONAL GEODETIC VERTICAL 43•�` �eNC � O.� HArsS rz.n�e DATUM OF 1929 BASED UPON U.S .C. & G.S. MONUMENT # 1139 sTA- HOLDING THE PUBLISHED ELEVATION OF 110 .416 FEET. Ac 4) THE PROPERTY IS SUBJECT TO A SEWER LINE EASEMENT IN FAVOR CID AREA O.9 18 OF THE TOWN OF SOUTH WINDSOR AS DESCRIBED IN VOLUME 181 AT 4O' 040 GHo PAGE 310 OF THE TOWN OF SOUTH WINDSOR LAND RECORDS . 1.1 31o1,Z91.55 cr 30.00 m 3(�nr a3�se 4B~Tw N 3(et�4ci I Z5 E to53,54748 °j N SEWEp—LINE �MT. yy E i055,53(o.57 �g ! �(larE�4) �" ��+� a Z4'o I Elmax` 24a MAR S 03'07 .35"E zoo-00, i --3a.o� a ele -- . L �.— ^� 1 /0 � OW.C7 � � ++sr �F.H STREET, LINE � QJ�7GJ�O� • YV �P. Ej 03"0T35t.$E 20D.00 os a./ _ CB O1"14 o u- I HEREBI CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY -_— _-- - CcJRRECT AND WERE PREPARED IN ACCORDANCE WITH THE STANDARDS ;)I A CLASS A-z SURVEY AS DEFINED iN THE CODE OF PRACTICE FOR THE STANDARDS OF ACCURACY OF SURVEYS AND MAPS ADOPTED NO PATE REV+SioN OESGRiPTtON R®PL.KT { MAP ICi, 1975 AS AMENDED 6Y THE CONNECTICUT ASSOCIATION alummm Adm SURVEYING P L.K { OF LAND SURVEYORS, INCa---reiner MAPPING BUC K LAN 0 RoAu v�t� wt�t®5oR �o�! cT� u`T'.c® �IIIr�iAc. _ �+Vi; 'VIES - 5 NO �i42 6 WALLINGFORD, CONNECTICUT J SCAM "=20' DATE Ave. /9$7 JOB NO �ao6ia� REFScaJzcsr '�30G9 F B 9'70,it nnnn CC AA E FOP. . t"t"�C /"�� V _ f E.�<'• .,:aT Iv X_'riE`7`�E,.. 3� M�'1 IE:: )N . .SS Tr; Mir 3EAt74 THE, OHI aINAL SIGNATURE AN!",- EMB ;=-`-k i SEAL., OF THE uE3OV_• NAMF:� DRAWN BY OFFICE COMPUTED MAP CHECK CREW CHIEF -Tgmkg' E - SOUTHERN NEW ENGLAND TELEPHONE COMPANYANC :�,�RVE r�H J/44 7-- S.KALINKA OENn1/S ~ - - T,,,S ORPWiNG,S THE PROPERTY OF TECTONpc RFPROOUCTION OR REUSE 15 NOT ALLOWED .. ,c 19BB TECTON nc. job progress + b�fJ�1D L ,....:.:........,.: o : : t .. .:........ :., - c�.e for Save g . , N F t 'n s ► / to 2. N/F Kelley, Richard S, , �+, r N/F 3. Kelley, Richard S. �'� + f t ' o "` • � it .\ � . .: 4. N/F Kelley,, Richard 5. r t + `•. o SULLIVAN AVENUE.•; SOUTH WINDSOR.'CONN: 06074 fk�soa•cQ� AREA CODE 203/fi44-2�F1 - .: N/F S011thern New England Telephone Co. � I , • ',.a} � �' 5. r 7 3 i I 8 '::. " • - 6. N/F Samse] , John G. Jr. an leres _ Tl r` � !i •1 + • -• � G J Theresa G - _ / Sams ohn r _ _ N el, J 4ctolier :28 ' 19.87.. . , . :: _ _ . ' � 2 wl . mse7., JOhil G. Jr ld Theresa G. �. au- F Ltd - 1 . F Smith, Robert J. {trustee} . � t~ 9. N/ � ' The: SoutHe.rn New 'England Telephone Co. 6 i C° r6 i 195�`Chux�ch :`St. ,:� bth'. F1 - 10- N/F Smith, Robert J. and Smith, 3. Brain _ _ New..'H•a.ven , .CT ' 4b510 ' ^� n C i 11• N/ R in, Mark $ i ' air''" �~ comprehensive architectural planning services Milton Ervin and Virginia or e i � +G `� _ + 12. N/F Gibbs, � �'•\ I� a �_ _ r r+ � -I Attn Ms Carol .2ebb - 1 � -- - ri ___ --_ _fioA . , ( r b ' wrndsor, ct- 203 583'2743 ] • ; ; d Harold IL and Elvara I'. � � _ _ __ - eucx� - - � ! e N F Dodd, r01 ��� �`\ 3n>�= ~ __ --`---- -' `�,r,= ••r'-- I N- `` > t. i. _ N - -- `r :-RE. A 'l�ca' �12-t3on . .94 S:. N. E T" 4. / 1 IIFAM . ntS �D v to me , • Ahearn u \ , a , T� � 19 I! j \r � - , • N F 14 ,.g r,- r 1 t r + i8� en Fr ed -, Katt , I F I N ,. Dear. .Ca o : .. . . . �� N i3 b. I• o , .. ;..,..,.:.�.�'.:�PP....iC e. :�a..:a.;.•sd.e..:...`be';;a'il,vis.ed � .:. .. .° :; . "n • •. • ` J. Kirb J. KirbYdn n ha o rQ Pare' ated' L4-20�`87; `was 'appravedsu om� I , r-,— ,r r comb Y r r Hal F '•D o N � I �r ct �_ ,,., .1:..;-,:•:.,-P• �.or.. r.to..: commencemen't....of.:..an. >:�a�.:to. �wor.k: �'�'a:':mee.t.i:n �arus.t .behe�.'d:, �aith.: :,:. ..:::..:: :.'.� � ,f t ��---, � .r � �-- �. Y. � g _� ram•-f_ ' - - - Holcombe, A w :f�.AT li ta� N 2 a / 7 g d s•, 1 � r , l c % r cv u a r ... .;...... .... .. ,.:..;; .'.; 5SaClateS L �� .-n� Q _ 1 ions' .have:'bee F o- ui'ld�r�: e•r'mi�t: -�r�.�.l- .'be'��:;xssued ;unta.l 'tlie•::final' ' 0. N/ 2 ;2 N b 1 p 22 r �-- • ,. ..f .1 d . n....the...Tawn �lex.k, s . 0.ffa 1 e. 1 ;:f:`` r d, . . .... . .. ... ... :.. :....:. ... ....•. , . and lnzio an d Gertr � + r Gaeta d Ht � , Gae � : N/ F \ ! r r 21. 2 !� 3. �.:;::;:An'<,as--bu'�.lt p.1'an•';wz-3:l be _:required :::prior...:.t-o•.;issua'n:�e ::,of: a`::C.ertif:i:c�ate` �:-;; ': : ` f'..Occu anc `.:: e :. Sec•tion:':4 s:13`::Ifl ]:bf the .'Zon 'n ;Re til.at�bns: N/F Foley, Deborah aiid Shea, Margaret I4. Ir \`� \ 23 /l+oi rr -o .g,. g.. 2. r P Y.:P 2 � r ! ,.. .. .. .. .... ....... .. 1. .. ,. :. r r .. . .. .. . ._ . ..... .,. filth ...::: ...... ... e'war t Ar thllr E. and R St f J / :'lanc�sca` in :'.bond'' �.n��. file ;•araaun,t,:: �f': $S.;:OOt} :,mits:t::be :si�bmi.t.ted t.. 23. N/F r ,. _.... Comrt►iasian. ... . . . .. . . ���1 , - -- 24. 13 N/F Show, Marion L. � . ~Black" and [Jhi:te tr-.alispsr.ent;:;sny.la}ts rid; Sheets :LP2-I' ,and LP•-�2 ,of : tlie':p1s'ns ; with this ] etter repxoduced` ',th.ereon; tagether':;with .;tihree: bluept,int ;c'opies' '• v the: ent'ir,e ' plan, must: •be sillisztted+ Co'.:tihs:''.Cammissiflli, °t'o: iie s.taip'ed an signed .. ' IW . ......................... I7 �Iy :The ,5.outh-ern New. England Tel. 'C-a � 2 - C?ctober, 2S; 1981 t ou and must be filed .i.n tfie i _ After si.gning, the mylars, will .'be . r',eturned, to y , Town Clerk`s Office ,'wi:thi.n. 90 days.'. , After :fili_ag these.'':,plans, a: copy ,of • the . r'ece Pt. must be su`hmitted,. ta- th.e.."Piannn Department. ..Very: Cruly yours.. A W -: PLANNING & ZONING 'COMMISSION, . • •- _ � , 'Louise, C. Evans man . L . Z, Gantick, 'Dx.rec;ta.r of .Publi:c Works �• ��?� � _ ING,, a;, 'Building MIS `off c3al_ " . Shaw,:: W.. 'P. 17: • A.' . � C - ------'--__.--__----...-- .,' E: 'Belleville,. Asse'ssor, -----___-- Lann.a:ng,-..Fire Marshal' •:•: _. .__--• - - __ _ _ - . - _ ... ._.-----__-_---.-._--_---------.. .�_ _ � v��' �� M. Banach, . Direc,tor :.:of",P.lannrng; . . . . . ._. .-------------------------__-__. ---------------•-_ -------------------_— r r `• :Inland_'•Wetlands `A:gency/Conser°vatian. .CGim>nis"sion ' . _ - -._ . .. . _.. ._-- �fN, � ip� o-o a u ® � ® at � I�IN, N •�� � a �' "�� � It � 2LL 13 0f mot, �, I � « • M 13�ia� Io' o " - �3'-gll �`N- �• � AN . DRAINAGE CALCULATIONS : ��I�71N� ��Tr1��/ � ����"_✓ �t's/�� ! W( �"�1� � - ��� �" P I� - .. - - ��►�(N(� �l�I�t� �y��'�II ���� I bl'�= (1"0 �A�G�' �xl�Tl�N�i� � ® •� � � • SITE AREA; 0. 918 Acres- � N u VICLv U� � "1 An � � C ' ' . BUILDING ADDITION: 1356 _$ sq. ft. •- 0 L O DOWNSPOUT i BUTLDING DRAINTNG NORTH - - - -" U{ ' ROOF DRAINAGE TO BE SCUPPERS T S , issue ate o - & z BUILDING' DRAINTNG SOUTH .. _ __ _._._. no. . scale ,o , • ff �J RATIONAL METHOD: Q = CTA _ .. C- BUTLDING ROOF 0 C .• - S ORM INTE SITY FA TOR 2 R . ST RM 7.0 r� /� � �Iq�N � !•1'r`� }� � _ Q r l -t' T • � T N C 5 Y O �� I vJ� L��/ G ,�.>1 I � U � • A: 'z BUTLDING AREA TN ACRES 0.016 N _._— — ---- - •.. • ., Q = 0. 90 x 7 . 0 x 0 . 016 = 0. 098 cfs at DOWNSPOUTS 1 . !f - : - � a�- ,yam n � o®� .•, _._�. C TJ�,y j / �.� G r �r��,• � _�- THE CALCULATED- ADDITIONAL RUNOFF CONTRIBUTED FROM THE BUILDING /l` ! .�, c., `, .' , <C� •1.�� r �iS:• '' Jl! ADDITION IS `NOT OF SUFFICIENT QUANTITY TO REQUIRE SUBSURFACE DRAINAGE . . . •' EXISTING DRAIN FROM THE 5 E TS TO BE MAINTAINED. �j�(�. �� �, �,r .�, i � �J I • - apd�(+�� �l/p. 3�.Z� .`��'ao°o \�� �ry0.�5t� ��;,' tl2•. h,,,,.' I _ .I C1SEP r, >vlERfitrT A CO .- REPROC:UCTION OR REUSE 15 NOT ALLOWED Id 1965 TECTON= job progress 96 97 96.5 \ L I 95 Nic N 030 07'35"W- 200.00• I / JOHN "G.' SAMSEL JR. SA G. SAMSEL a N/F THERE i, '# '. N JOHN G. SAMSEL JR. ' �' '" �. ,Is I' ��, ` JIM THERESA G. SAMSEL ` i O A-..��_ MIT OF L—A,:; r _ ._p RE�ING _ _ — PC 17 SPACES 10'0" 7D'0" 36.67' °i BUILDING LINE / EAS DISTURBED BY ADDITIONcc CONTRACT LIMIT LINE ___/ REGRADING SHALL BE NLWSTOREbI comprehensive architectural ! NEW PARKING STRIPING 4.10" 5.rf,1 NEW j , — — CONTRACT _ _ _ IN SUCH A WAY TO ALLOW PROPER DRAINAGE EXISTING BUILDING AREA OF SIT PAVING 70 BE EXISTING ,r 1 w•. „ TREE ! LANDSCAPING DSCRING PLOT PLAN"UCTION/1 \ planning Services 1 REMOVED. SCARIFY SOIL 18 Y DEEP-PLACE NEW TOP SOIL LINE \ l 96.0'� 96.0' �96.8' H.P. windsar, ct. 203 683.2746 - l , NEW A/C UNIT W/ CONIC. BASE I \ I AND STONE MULCH W/STONE MULCH 0! I I FABRIC AND 5'0" HIGH CHAIN I CALL DISTURBED 501E 15.Y - LINK FENCE AROUND UNIT-REFER II o I TO A2.1 FOR DETAILS TO BE RESODDED I 9 .0' }97.0' I 1 O i 10 NEW COMPACT BURNING I ` 1 BUSH, EUONYMUS, ALATA f nllf i i COMPACTA-18" TO 24" D I 95.6'+ 95.8'+ \ I 1 ---,—NEW PLANTING BED TO R C IVE STONE MULCH I I 9 01 96.5' I W� ONE MULCH FABRIC co \ , 44.0' NEW 5'0" H1GH CHAIN LINK ' NEW I l FENCE AROUND EXISTING � '� I 95.4'+ \ ABC UNIT ADDITION $ ! I NOTE: r- I 96.0 \ 1 REMOVE EXISTING BIT PAVING AND BASE. O x x SEE '�i A/C a �` REGRADE'NEW BASE MATERIAL AS INDICATED ! NOTE 30 i i UNIT w I ! 96.0' ON TOPO PLAN AND REPAVE WITH NEW L___- I 96.0'E err-PAVING AS CALLED OUT IN SPEC. 10'0" 4 I I (AREA OF NEW PAVING SHOWN SHADED) N 95.2'+ 10.01, / o MIN. j I ! UMIT OF t MIN. 103.51 ¢ z I EGRADING/ 5 o GRADE NEW CONIC. STEPS AND LANDING a REFER TO DRAWING A2.1197 ' � 95.1'� � �1 EXI5i1NG A/C UNIT, CONC. PAD. o , EX I STI N G CHAIN LINK FENCE TO BE REMOVED 1 95x10 E ! 96.2'E I \ \ EXISTING a '` SAW CUT JOINT BETWEEN EXISTING AND 4 " • NEW BIT PAVING CQI+ITBACTOR: FIELD VERIFY� I B U�LD70 BUILDINGZD p EXISTING TOPo ((95x10 E) 06 IF DIFFERENT THAN SHOWN 1 I 6.5 F.F. 97.70' to a ON DRAWING, CONTACT [`emu ARCHITECT FOR GRADING ❑ ® I I r REVIEW PRIOR TO CONSTRUCTION Cl ` DANGER ❑ _ -- - 1 ❑ _ o I W IL m NEW CHAIN LINK FENCE EXISTING DIESEL TANKS ❑ AROUND EXISTING A/c D O (FENCE SET IN NEW BED 1 aF STONE MULCH W/ STONE 96 W UNDER GROUND IN THIS MULCH FABRIC) X--- ❑ 1 I AREA. DO NOT OVERLOAD H I 1 W El ❑ STONE MULCH CONFINER i I AREA TO INSIDE OF NEW CHAIN I OF EXISTING NG SEWER I w x ! I UN QCISTI ! Z W LINK FENCE j` I CONTRACT LIMIT LINE I NEW SHRUBS TO MATCH ! T TOP SO LEAROUNDTINGSDCOD AND ISTING 9 ? EXISTING-18" TO 24" DIA. � Jew mom PLANTING-INSTALL STONE [n I A 3'0" O.C.-ONE ROW MULCH W/STONE MULCH ! _ R FABRIC AROUND EXISTING AND Nl NEW PLANTS M{ 1 _ __._ _ _ N 3 30.00, �Ild o, 6 NEW TAXUS CU5PIDATA o N D3 5B' 48 W ! CAPTTATA YEW PLANTED `� 1NN BED OF STONE MULCH iv - SEWER LINT: EASEMENT N 36t,291.55 ! ❑ W/STONE MULCH FABRIC In o in E 853,547.48 N 381,291.5$ 24"TO 301, DIA. ° 1 c a e<i v E 663,547.48 ❑ c m ui S 03 07'35"E-200.00' to 30.00, N 03°48' 091, W 443.00' { A _ F.H. ! o W.G.� � SNET �152 { tl S 03°07' 35" E- 200.00' OSNE'T 151 W/RISER SIGN EXISTING v �0 LEGEND ...! CATCH BASIN EXISTING SEWER CONNECT 0 CL BUCKLAND ROAD (SE MAIN IN THE STREET EXISTING GRADE TOPO — — - - ONOTE: (SEWER Math Flows NORTH) MANHOLE N EXISTING SPOT GRADE 0 90x42 E r Z CONSTRUCTION N ALL ITEMS NOTED NEW OR EXISTING ARE UNDER CONSTRUCTION BID PROPOSED SPOT GRADE H 97.0' EXISTING CONDITIONS`WERE OBTAINED FROM SURVEY BY 0 UNLESS OTHE RWISE NOTED r H.P. HIGH POINT �1. �+ LLJ GREINER WALLINGFORD, CT. DATED APRIL 1981 FOR., BELL -^ SNEI•C0 'BUCKLAND`ROAQ' MANHOLE G� ALL EXISTING UTILITIES TO REMAIN. CONSTRUCTION SHALL NOT DISTU#ZB THE SERVICE ENTRY POINTS AT FRONT OF EXISTING BUI LDING. EXISTING BUILDING "IS SERVED, BY WATER AND SEWER IN BUCKLAND ROAD.. THE ADDITION WILL '°J REQUIRE WATER OR SEWER NOT REQ u. ® N 3 CLEAR DISTANCE BETWEEN EXISTING OR NEW A/C�� O UNIT AND NEW 5'0" HIGH CHAIN LINK FENCE U o MIN. 13 CONTRACTOR TO FIELD VERIFY EXISTING.A/ �. SIZE TO DETERMINE.LENGTH OF FENCE REQUIRED. UMINOUS.'PAVING TO BE REMO VED SHALL .BE BIT �,. (� J 2 O CUT WITH A ROTARY SAW IN A NEAT AND WORKMANSHIP LIKE MANNER J h TOPOGRAPHICi`DRAINAGE PLOT PLAN m '� � CONSTRUCTION/LANDSCAPING. PLOT PLAN 20'011 issue-dated , 4D " 2 0'0" scale ob no. s e-r:o AV,I. 1 V, t s f> r 1 /. , , �• 1 .l 1 ( i— � r ' PH MERRI-11 8 CO THIS DRAWING G THE PROPERTY OF TECTONnc MEPGIOOLJCTION OR REUSE IS NQT ALLOWED •9BfE TECTON Pam. 1 job progress C C. 1 D E E. 1 C C. 1 D E E. I OCT-F3-8T 36,8 11 1712"+/-VERIFY UNIT SIZE:W/MECH. DRAWINGS NEW ADDITION 11 FACE OF 10 1 a,�„ 16,9„ 10 BUILDING 2I1 211 3' x 5' FACE OF J L GATE ' BUILDING o x x x x x 1 az 3.011 43" 3.0" iq & 43" +/- 6., 3.011 MIN. MIN. O >n + + + + I + + -}- + x x Z / 1 4'2" 11 TYP.CEILING GRID SYSTEM �'h. L J Q, z REMOVE EXISTING CONC. I -��-{- + + + + + STEPS (SHOWN DOTTED) I NEW S'O" HIGH CHAIN LINK FENCE AND REPLACE WITH NEW REINFORCED CONC.STEPS I REFER TO SPECS NEW A/C UNITS NEW A/C UNRS AND LANDING AS SHOWN X + REFER TO MECH. _ REFER 70 MECH. In ON PLAN. x DRAWINGS A DRAWINGS = + + + I - + + STONE MULCH AND MULCH FABRIC CONFINED TO AREA INSIDE OF Ir1 Q NEW CONC.STAIR.LANDING, - - - - t - 2 CHAIN LINK FENCE >I AND RAILING SYSTEM. REFER tect TO DRAWING A3.1 + + + + + + N + + x i x iOr Z i o O RREINFORCEDcomre}hensive architectural CONC.PAD.SEE DETAIL 3-A2.2 P planning services + + + I + + + + Windsor, ct. 2{�3 HBO 27tiB on � � a x !2Z TREAD iT7 in Z O Fr z _ I r E I + + + + + + N + + - Q T A -------------- --- 1 I I o T A6.1 A6.1 A6.1 EXACT LOCATION TO I E TEMPORARY DUST PARTITION REMOVE EXISTING Z Z DETERMINED IN FI 3-5/8" 25 ga. METAL STUDS WINDOWS AND }- Q l BY CONTRACTOR 024"O.C.WITH 1/2"GYP. MASONRY WALL Tn -i BOARD INTERIOR SIDE ONLY X -5 (FADE ALL JOINTS)UP TO I I E I UNDERSIDE OF DECK. + Lil m o 1 2 TYPICAL. WALL ALE. I i A6.1 1 ' E1 I -III { - - - - - - - l' lll.l�i; •11 ' i}I•f.III l .. I 1 , 4 , 1 1 I �• I I GUT AND REMOVE EXISTING BIT. 1 1 1 1 PAVING TO ALIGN W/hEYI CONC_STEPS A6.1 A6.1 Z [ I I gED o TYPICAL WALL 0 N EC Z SEC t I I 1 12 x NEW CONC.FINISH A6.1 u Ld ELEVATION TO MATCH "" EXISTING BIT. PAVING (n > A3.1 f— -� CROSS PITCH STEPS AND LANDING AT /4"PER FOOT TO PAVEMENT PRCH { I ems I I W 3 EXPANSION JOINT RECESSED LINE OF NEW ' A ' INTO NEW CONC. SLAB SOFFIT ABOVE- SECTION I I N -0'-1 1/4" -0'-01/2" THRU - N n �y -. EXISTING / .9 WALL L -� 3 6 4 ,O, . A6.1 A6.1 A6.1 • � I ' I I Q •, \ ® 0'-01/2" -O'�O1/Z° ------.. -- -\\ -_.- -__.... ------- .---..\ --�--- _.-- - ._ ® _� t O'0� INACTIVE LEAF ACTIVE LEAF 3 102 FACE OF 1614f1 E/- 1018t1 +/ 19'911 f/- 18,61, +/_ 16'7i1 _ BUILDING FACE OF � •® BUILDING sz11011 �-/-- 2 ' I Lu 13 0=1 � A6.1 NEW PARTITION CONSTRUCTION CLOSE OFF EXISTING MASONRY { `8 WITH 3-5/B", 25go.METAL STUD 1 c ® 18"O.C.FINISHED WITH 5/8"FIRE j I LL ® CODE FOIL BACK GYP.BOARD B EACH E SIDE ONE UR RATED 1 I LL ® E�fig a9 C D ' . Q ® j ®13 ® j 0 Lu u ® DOOR SCHEDULE I I in U) C 0 DOOR DISCRIPTION issue date - 101 4'0"x 7'10"PANTED HOLLOW METAL DOOR scale 1 U 2"x B-3/4"PAINTED HOLLOW METAL FRAME. } job no. 1�--T I'A� DOOR HARDWARE.RUSSWIN.CYLINDRICAL KEY { ^ LOCK ONE SIDE ONLY(INSIDE) REM NO. 1413-1/4 I I C AND ALUMINUM THRESHOLD W/WEATHER SFAS. SEE DETAILS 9.10/A8.1 C EXISTING & PROPOSED BUILDING PLAN I NEVI! ADDITION PLAN 102 I PAIR OF 3'0" x 7'0" PAINTED HOLLOW METAL DOORS �811` f—nl} W/2"x 5-7/8" PAINTED HOLLOW METAL FRAME. ��II� i it ' CJ I ACTIVE LEAF-70 HAVE 9'x 24"WIRE GLASSA,�g v.~ VISION PANEL W/LATCH ��?,C4 ✓;,.- ��_ /fPp ` �- ` r,' !` I SET AND CLOSEA. ��'�,� p }7i\��"°• / f •\' i,y��"�. . A2@1 INACTIVE LEAF -TO HAVE DEAD BOLT LOCK AT HEAD AND SILL ¢ sC'q :x ✓/ �M i _ , N I DOORS TO BE C LABEL(3/4 HR. RATED ASSEMBLY). T� :e } a s.. rl :. 3 o Q n II If4r2?AI7i�, I I = 1S RE'F7OOL1CTibN OR REtt EpERTy OF 7ECTON OL (/Wi1� /� �o. w '!i-IU ✓II IS NOT 4LLOWE❑ �o T 7�l 1� ;ziNFQlu�t� T Y N L 7D---- �2 2 E WAY. } g4 GYP, lob P o 2 �, i, ��� i •a 1 �' Jress 5 4 3 2.9 1 A301 EXISTING NEW 5 'rdPTaM ! I _ I� 1 'r1foLPEP �o - ocY ,B'87 BUILDING ff ADDITION i A3.1 0 111� 1�, III�G� - !II �dlI � �O fill c� O- 1 EXISTING ���� °� ° °00° ❑00° °� ° °00° npp° E.J ' 'IUD FIN. ROOF SLAB b a T O NEW STEEL ® � _� pa j DUI-TA4�1 ELEV. N ❑❑❑ ❑❑❑ QI�•-{(�ii'�p �1 —. �OI 1�1�" .�'I�..L��, Sid �Ih��t�P_ _� ❑❑❑ ❑❑❑ ❑�❑� a�0 . . --- ,- coNu2�(>✓ Flo, F�-7��� + ❑❑❑ -- ..._ Ih 11110 EXISTING ® L� FIN. FIRST FL. ,. �J � Gz7� �. -aI fo'-U II PAINT ALL EXISTING & NEW REPLACE EXISTING DAMAGED WOOD NEW DOWNSPOUTS ��MOVA�(� �LJbI WOOD TRIM & PANELS. COLOR PANEL WITH NEW PANEL AND PAINTED SEE DETAIL 8/A6.1 TO BE SELECTED BY ARCHITECT FINISH TO MATCH EXISTING. 1p Loll 4" NOTO: DETAIL TO MATCHtecton FS ,41, 4" EXISTING IN EVERYAI L I (� NORTH ELEVATION 4�, 4„ FORM II -r�li �c . 411 411 Comprehensive architectural 1�8„ - 1 'Q" O Punning services 1 �i��'II.I(x I I I windsor, Ct. 203 683 2746 U I Lb o � 0 � li�2i �GrIEt�IJI.t✓ 2 BRICK COURSES EXISTING CONCRETE COPING BRICK RECESSED 1 2 BLOCK TO BE CLEANED 1 " TYPICAL 2. 9 3 4 SO TO MATCH NEW ADDITION COPING BLOCK NEW COPING BLOCK TO MATCH EXISTING 2„ 5�, 13RICK REVEAL DETAIL EXISTING BRICK BAND - • \ NEW EXISTING To BE REFINISHED 3.1 � ;„ -. „ A�•I � �I`•l. � L. ADDITION (PAINTED)). COLOR TO BE 1/2 —1 Q LS�� PAINTED BRICK BAND T11 BUILDING SELECTEb BY ARCHITECT ! TO MATCH EXISTING I BUILDING T n NVW STEEL 0000 ELEV. o o EXISTING � r� I/211 OIJ'��I DE D I'& 2 , FIN. ROOF SLAB pr�,T✓ WE�c� o PI P� KA I r✓&v6P�PLiLg�) NC'N BRICK ADDITION ® EXISTING TO MATCH EXISTING ❑❑a ❑❑�❑ DOWNSPOUT 1 �J d��l-I� BRICK COLOR & TEXTURE ❑ ❑❑❑ ❑❑❑ REMOVE AND REP .-'CE ❑❑❑ I ❑❑❑ ANY DAMAGED WOC _ ` ❑❑❑ OR GLASS ANDLOU� RS ❑❑❑ ;n Q • L ' FINISH ❑❑❑ C� �� I .YJ�fl �� -' " ' ❑❑❑ TO MATCH EXISTING.PANELS, TRIM, ❑❑❑ / '•' yLDi5 � W EXISTING ► I — — — — —i FIN. FIRST FL, GoM( � I- 211 i IIhI I�1✓ I71A<M �NEW DOWNSPOUTS — EXISTING DOWNSPOUTS EXISTING METAL PANEL TO BE REMOVED FOR �I� r� �Gl-{�1� L. �-4� SEE DETAIL 8/A6.1 SEE DETAIL 2/A3.1 -- TO BE CLEANED OUT INSTALLATION OF NEW DIESEL GENERATER N ply Gj( �X , AND REFINISHED (TYP.) AND RECONSTRUCTION WITH EXISTING PANELLU _ PAINT AND REPAIR ANY DAMAGES PRIOR TO OR DURING THE REMOVAL OF PANEL. 3 SOUTH ELEVATION � U z 1,g„ - 1 ,0„ VA t)L� A B C C. 1 D E E. 1 E. 1 + E D ,I C. 1 C g I I�U,: NEW EXISTING ` �� , IKE ADDITION BUILDING BEYOND II1 L 0 U) n CD C ❑ppn p00° p00° 13 U EXISTING ® '� EXISTING ® 2 { FIN. ROOF SLAB FIN. ROOF SLAB ' ❑❑a ❑❑❑ a❑❑ ❑�❑ ❑❑❑ - ❑ 0 ❑❑� ❑❑o o❑❑ ;r, ❑❑❑ o❑❑ E �u0 0® ❑❑❑ ❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ Uj ❑ ❑❑❑ ❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ 0 0 ® ❑❑0 Issue dale 2,v - ® ® ❑❑❑ scale A5 �p U )ob EXISTING EXISTING G FIN. FIRST FL. FIN. FIRST FL. ' 43 J) PAINT ALL EXISTING & NEW C C WOOD TRIM & PANELS. COLOR U TO BE SELECTED BY ARCHITECT EAST ELEVATION ,,8,, _ , 'Q" W ELEVATION E VAT I O N �,�; EST - - -V,) aye, r' Q �� L r 4 1 /• �. /i� r