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HomeMy WebLinkAbout176 DEMING ST 6/15/2021 Town of South Windsor Building Department Y cpt;2 Electrical Permit:ELEC-21-254 APPLICANT NAME:george emond EMAIL ADDRESS: gemond@network-support.com ADDRESS: 7 Kenosia Ave Danbury, Ct 06810 LOCATION ADDRESS: 176 DEMING ST South Windsor CT 06074 OWNER:Windsor Federal Savings 995 Dayhill Road WINDSOR CT 06095 DESCRIPTION OF WORK: Furnish and Install low voltage cabling for IT,AV,phones and CCTV May 28,2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— "'PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— ' :�- •`--`•;;<`f?r;',�±:�Ar t., ' •.»a.t•.,v,"•r:ci.:�.hr::.d<�:..•;;,�, ��.._e• .c;... . s-a-�..,. r[a - - �im.'Yt.�t1�d34]�' C�:vw. :����`,:;.oa,C•a.--.:.: .� , _ ks:t'..y.-+�»sc, r..7�esi•.'A„'2•^>:l'!_`�-"`�:��:��.'Ft�rci;rar:�•b;h'?,"• u'S<"gip- 'i�vi�t"•L�,u'=<«i.'�i���Ty'>4^a;� ::ia�:i'3`�,"fit�:.Fr;y 1/1 6/15/2021 0 wN st 0 u Town of South Windsor Building Department tiiryOSOR COat' Plumbing Permit: PLMB-21-85 APPLICANT NAME: Bruce Robbin EMAIL ADDRESS: brobbin@tescomech.com ADDRESS: 35 Barber Pond Road Bloomfield, CT 06002 LOCATION ADDRESS: 176 DEMING ST South Windsor CT 6074 OWNER: 395 BUCKLAND ROAD LLC 807 BLOOMFIELD AVENUE WINDSOR CT 6095 DESCRIPTION OF WORK: Plumbing for new Branch Bank May 11, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— "*PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— WNV U- E 25 \ i >.o N O y� c m ��� d; F 0 1 1 1, \ vcc F9� X 0 11f If i" w Fq LumU •p ao c >co LL cc \ a LL N I N 7 v � i � h W CB "CL" c J N Z°° °° ' w o N CC cc Lu TF=90.24' Nam- I 3 z INV 8794 (4" PI/C El Y) SW REALTY' CO LLC ` -4 a CB CL INV=87.74' (4" PVC SL Y) ° D 3 -1'c 1F=88.15' INV=87.54' (6" PVC NL Y) �0" o INV=84.67' (15" HOPE EL Y) 10' DRAINAGE EASEMENT IN " 15" HDPE YYL Y Sr L a z INV 84.35' (15" HOPE WL Y) SEE VOL. 284 PG. 69 ( " ) a Q t LEGEND INV-87.50' (15 CPP S) _ w !.R. 5 Bin ° +in,° BIT. ��, 8 �ITE ��`w we W a n a _ z EXISTING DESCRIPTION PAVEMENT `99 -- 9 . X ti 90.5 X 0 7 fl & 4� o oN �O 0 j COMMUNICATION �--- - r - © c uLL.z 89 4 89� -'� 90.9 cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) __ r 9 90 2 X' �`J' �i90 I I ;� N �� t (� a - - c c _ APPROX. UNDERGROUND COMMUNICATION BIT. CURB- $9 \ oP o � 'r x x LINES yp , 152 DEMING STREET No CCB 'I _ __ Lx 93.95 ' d DOMESTIC WATER INV=80T SW REALTY CO LLC TF.•98. 1. I _ i- �* y 30" RCP FE i v INV-85.11 VOL. 1366 PAGE 331 I - - - �- - - �- APPROX. WATER MAIN II IN 93. 4 I 1 I ' - - - wsx- - - �x- APPROX. WATER SERVICE MATCH MARK "A" © WATER VALVE II q. �=. �'i LOCATION PLAN � FIRE HYDRANT LIGHTING rq� II r.,a- BIT. DRIVEWAY SMH 1"=1000' fiPOLE MOUNTED LIGHT TF=99.75' () it,' INV=95.33' E/NV=9L25 (S)lRR CNT VALiE\ /NV­91.15 (N) g $'x - max- - - 'x- APPROX. GAS MAIN $ gg8 - - - Gsx APROX. GAS SERVICE LINE POWER II I HCAP SIGN I - "d `S - - Eox - - - ELECTRICAL LINES, OVERHEAD tI �� � I� , �� �� - EUx EUx APPROX. ELECTRICAL LINES, UNDERGROUND II { HCAP SIGN UTILITY POLE I` I �t c C PROPERTY h , 479 BUCKLAND ROAD �. i NOTES. _ to In PROPERTY LINE II NIF 1. PROPERTY IS IN THE RC ZONE/ CENTER CORE OVERLAY ZONE. � E � 0 BIT. PAVEMENT ! O CARMON & COMPANY LLC I' 2. PARCEL CONTAINS 37,833t SQUARE FEET OR 0.869 ACRES cn L � EASEMENT LINE I VOL. 462 PAGE 148 I 1 CROSS-ACCESS, PARKING, AND J. HORIZONTAL DATUM IS BASED ON NAD83• VERTICAL DATUM IS BASED ON _ O II COB ! ` I TEMPORARY CONSTRUCTION NAVD88. LL Rf O IRON PIPE d. °" o EASEMENTS SHALL BE GRANTED 4. PROPERTY SUBJECT TO VARIANCE FILED AUGUST 13, 1980 FOR OUTS/DE p � "0 N TF 1� 4 I l FROM 419 BUCKLAND ROAD TO STAIRS AND SIGN NOT TO EXCEED 16 FEET• O0 U O IRON ROD _ 176 DEMING STREET FOR USE ON 5. PROPERTY SUBJECT TO POLE LINE PERMIT FROM E.A. BUCKLAND AMERICAN 0- bu0 n I�Gx- -- Gx - SUBJECT PROPERTY AT 419 TELEPHONE & TELEGRAPH CO. DATED MAY8, 1902. SEE VOLUME 14 AT V- L m 0 ❑ MONUMENT I i ` BUCKLAND ROAD. PAGE 235. a. L O C ROADS ( - T (VOL. 2801 PG. 125) 6. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE 0 V C) -p GUARD RAIL AS DEPICTED ON 'FIRM FLOOD INSURANCE RATE MAP NUMBER c 0 N 3 C%DBL) I 0900JC038JF TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY 152 DEMING STREET TF.-101.15 �I I COMMUNI TY NUMBER 090036 EFFEC TI VE DA TE.• 912 612 0 0 8 FEDERAL `'} v -� OR �- SIGN N/F INV 98.6(12"CPP S) II - - 1 DRAINAGE AND SIDEWALK EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. SITE FEATURES SW REALTY CO LLC II CB ! z/ 4 EASEMENT OVER 419 BUCKLAND 7. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED VOL. 1366 PAGE 33i TF.-105.94 / .1 ROAD IN FA VOR OF AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD Z N m m a EDGE OF WATER ! II , INV 103.52(4'PVC W) 176 DEMING STREET MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR 0 Z Z w " 2801 PG I35 GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER o c� 1 Q Q v -x x x x- BARBED WIRE FENCE I}, BIT. PAVEMF.I�T INV 103.38(� CCP S) // /' _ DO MOT �_ (VOL,( ) SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN a o o i � m / �, BIT ENTER/ o NA TURF. ADDI TIONALL Y, OTHER SUCH FEA TURES MA Y EXIST ON THE SITE, CHAIN LINK FENCED I THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. RAIL FENCE 4 // T •`� I �� ¢� c) I 5 I THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE / / o�i `, SMH FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR STOCKADE FENCE . J '06.30 NO3 3715E / / �P /x 109. l TF=109.71' TO CONSTRUCTION. Q WIRE FENCE CB 93.90'-\ �00 �+ BOLLARD 1Ot;B '.� x1074 ' i 1 INV=100.10(MAIN) 8. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND � IF-100.28 �, S SIGN. VAC, BE (TYP) _ \ +r � I� � '1 UTILITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF STONE WALL INV.•96.48(15 RCP E) - -- INV=100,24(LATERAL) ++ �. 0 .�� CONSTRUCTION: 1-800-922-4455 OR WWW CBYD,COM. + TREE IN 96.43(15"RCP W) DMH x too 1I �p85�1'13' 224r� 1os.2 G s: I fi V 10 ORIF.-104.33 1 •�+ x, afar, �� /i�?�':, I xl INV.•95.68(15 RCP S) INV 95.24(15 CCP N) }f�2 04 ' v, "�° ;� TREE LINE /NV 95.78(12"CCP S) ��� _ __ 0 ¢ -' � k �c \N r.� '� I <C W SANITARY SEWER ` \ 9 DMH 10� BlT. CURB D�RU !c3 os.7sa' 10, el T. ,' �`' h Z ` W f09.9 I ` � Z - sx- - - sx- APPROX. SANITARY SEINER MAIN g\ 1F 103.93 ti It OVER HANG 105.83 x 0 e,k� r- g 102, ^ I 0 :^ INV 95.88(12'CCP S) f y`I x 104.fs ,�0�o CONC. I t. INV( - O I 0 V 2 + x 103.17 SIN k0 � 'o� 1G7 �0 � � I � Z - - - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE \ \ INV 98.38(12 CCP E) 10 p� DO NOT 5, Aso N ,, B11 10 0 '20.r 'a i9.1 - �x 1os.s5 vrsx- x 11 Q CZ \ S,t, INV 98.45(12'CPP N) ( o`V NO RIGHT ENTER" 1 ,1 M x 107.3E ; J Qs SANITARY SEWER MANHOLE Fj DMH I _C I .,ti: I DRAIN C. ��x�� 5 A/C i U O STORM SEWER D so3� 1F 10623 T\RN104.fo `J.�-�� n r �� LAN.- SIGN ] �� INV.98.00(12'CCP 5) x102.81 l A/C N EXISTING BUILDIIG ii�3iT ` -.__ 79.3' -- --k� y W V „ R.L. FF. 107.38 kL. 1.o t - x 106,70 01' i U) 3 APPROX. STORM DRAIN PIPE 9tis NV 100.53 (12 CPP E) i�c r - 05• 1.0- 1176 DEMING SMEE Imo+ o ! 6 PVC I I�` aLn QQ STORM DRAIN MANHOLE STOP SIGN `� �'�� - 1 N/1 d 1� ° TW 116.0 �1 I O M = < \ o WNDSOR FEDERAL SA V//GS N,I ® CURB INLET 9�S ! e I (VOL. 2801 PG. 122, t U BW 108.1 ' �„� I y ` pe � 1 � \ \ Si�w !,o Z�1p5 .� p (ice ].o `o. 6" PVC BIT. nV,' ` CB ❑ CATCH BASIN / \ \ � o� 69 cZjl ,} R.L. NN N U 1OcS TF. 105.69 0 ❑ �Si. t x106.25 m TOPOGRAPHY o 7.0' 18.o U� I x -- .O �'3�k o ! INV 102.70(12 CCP SW) \ ! a z ros 6. �-� I o INV. 102.76(12'CPP NW) CONTOUR l\ \ �� �OSBix 2¢¢ 'ONC. WALK !p , x106.51 r�"�' I` 0 1 }T•� INV.•102.93(6" PVC SE) a x10553 i �6 106.69 p71? Goy 1pF'/ � 1 X 61.95 SPOT ELEVATION ',' x106.t - = - /. j0 � �� IT G� 1 101 1 \ I-' 41x1 LANDSCAPED AREA 1 �X 1616.45x C Gy R�J G, it i r CB \ \/ 9� Z - x 106.62 �h m 12, CP \x106.27 4� I j TF 105.82 x106.55 BIT. 1 INV 10 1.88(12"CCP W) BOLLARD - ROOF TW.•115, INV 10213(12'CPP NE) O VERHANG i ( If I INV 103.2.3(4" PVC N) TW. 109.8 W/lI-CAP WTH SIGN BW. 108.�3 N / �S9 .9���8 _ BW. 109.0 SIGN a co I �\ \ �� �� _ r i x1ci5 i _ 1t7 4 0 : �` � �I� O,/ �•/� / ,����� W 11 > �o ' I ANES / A Bl • _CUE - /-� Z N I ~ \ \ • - ,FET ;NULL °_0?J - - - '' / / // /, /lI R 4 O CB 1 / T ET,�438 GHT - _ SilSE ALIT H / _ TF 107.21 \ I \ RAIL FENCE 93 " ,q�F� _ �r „ZAr�) er� MAINTENANCE EASEMENT IN FAVOR OF INV•103.11(15'RCP W) \ \ e T,- BMX ENCI�AC�6/ �� THE METROPOLITAN DISTRICT INV 103.41 (15'RCP S) '� 7W. 112.0 ' --,.� Jf1128 / / COMMISSION (FOR HYDRANT) ST MH !\ �, Fp� 1 \ W. 108.E i / BW.108.4 1 2801 PG 122 W m IF.-107.62 V '11/l s/ ` x 1 t4.20��h / ( _ 2` MAFLE (VOL.( ) N IN V 103.87 (15 RCP S) • l cy �, g ° _ x 11s 3 x 120. CONC. MON. PM 0 INV 103.57 15 RCP N � \ � AAA f14� 19 109.4C ti � m ( ) x }� MAINTENANCE EASEMENT IN FAVOR O THE TOWN OF SOUTH WINDSOR FE=80.59' \ "T i 1w - 117 '-- �'2°'s -' 15 000� (VOL. 2801 PG' 252) ( 24" RCP 20' DRA/NAGS EASEMENT `\• �� ` ti� 6 CONC, WALK SEE VOL. 325 PG. 14 pppp & VOL. 325 PG. 26 L CB l i I _ CONC MON. DH RIP-RAP �' l / f --' s. f` ` MAP REFERENCES. TF.�106.7T o INV.•103.97(15'RCP) `✓ \ / G �,' SMH 1. PROPERTY & TOPOGRAPHIC SURVEY 395 BUCKLAND ROAD LLC, 395 Lu \ ( I 9 DOGIi �/ TF 122.55 BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT PREPARED FOR.- WINDSOR ! l ` / INV-113 I(E) � � FEDERAL SA VINGS SCALE: 1"=30' DA TE•• 01104120 REVISED 1-6-21 � g N� v \ I( INV 112.8(N&S) ' SHEET V-1 PREPARED BY DESIGN PROFESSIONALS, INC. O a ( SW REALTY CO LLC PORTION OF EASEMENT DEPICTED ON Z J "CL xa M MAP REF. #9, NO DEED FOUND IN THE TF=86.JO " SOUTH WINDSOR LAND RECORDS y f INV=81.1 (12 RCP SL Y) ��. ! }� I I SURVEY NO TES: INV=81.5' (12" RCP SEL Y) 10' DRAINAGE EASEMENT l O 0o INV=80.6' (24" RCP NL Y) SEE VOL. 284 PG. 69 CB 'CL" G<,o \\, s/�'N� I r�o� /� �' `� 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF Z & VOL. 325 PG. 25 TF=90.24' �8066 ' ! o I l CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE W O 0 INV=87.94 4 PVC ELY 8'� __'_�� �( �` �1 "MINIMUM STANDARDS OF ACCURACY, CONTENT AND CER77FICATION FOR SURVEYS W CB 'CL" ( ) �- AND MAPS"AS ADOPTED BY THE CONIVEC77CUT ASSOCIATION DF LAND SURVEYORS, 0 (( \ \ TF-88 15, INV=87.74' (4' PVC SL Y) CB '�T ��'~- ! I INC. ON SEP7TMBER 26, 1996 ANO REVISED ON OCTOBER 26, 2018. W P12 M \ IN V=87.54 (6 P VC NL Y) _ � n B/T. i� � INV=84.6T (15" HOPE ELY) 10 DRAINAGE EASEMENT TF.•106.15 - � ox , > a m PA VEMENT SEE VOL. 284 PG 69 /NV=87.44' (15" HDPE WL Y) • ',. IN (15" HOPE WLY) INV 102.81(10 PVC N) CONC. MON PAf • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD AND IS i LEAK OFF \ .,\ INV-87.50 (15" CPP S) INV 102.74 6'PVC S Q�� IN TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY O W J/ \ 1.R. 5 I Bin - ( ) cc 20' DRAINAGE EASEMENT � r � _,_ __---------"'"""' INV.•101.35(12"CPP E) O � LINES. Q SEE VOL. 325 PG. 17 \ Bl T 9-N 8 /N V.•101.3(12"CRP W) a J �\ PA VEMENT 9 THIS IS A RESURVEY BASED ON MAP REFERENCE#1. 0 ( /130 DEMING STREET \ - _ _ 9Q 5 X 90.7 X I z (( N� \ t7 X X_ - - - l\ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY w o 8g 8 -�' yQ,y MEETS CLASS V-2 STANDARDS TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 i 130 DEMING LLC 4 Sg- �- d N < {1 VOL. 2523 PAGE 202 g g0.2 X 0� s'a t _. `` STANDARDS. N " BIT. CURB 152 DEMING STREET TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NO1TD ti TF=87.84 Y YD HEREON. SHEET � INV=84.5' (6" PVC SL Y) ,� TF=89.0T N� INV=83.92' (15" HOPE EL Y) ' INV=85.11 SW REALTY CO LLC I INV=83.04' (12" RCP NWL Y) VOL. 1366 PAGE 331 u MATCH MARK A" I -�� 16766 /� BARRY D. CLARKE, L.S. LlC NO, o �_10 K ~ O (p d cc /�I W0 Na^o C W Lu�.-L!Rdr LL U `v�i F - LL� N (71 N U)O W C � � � M W 0coco a W0 CB "CL qLu TF=90.24' N/F 3 z a /NV==87.94 (4" PVC EL Y) SW REALTY CO LLC ` I = 3 z w CB "CL" INV==87.74' (4" P VC St Y) ' 0 ; d p N ; TF=88.15' INV-87.54' (6" PVC NL Y o INV==84.67' (15" HOPE EL Y) 10' DRAINAGE EASEMENT I ) , to SEE VOL. 284 PG. 69 /NV=87.44' (15" HOPE WL Y) _ z a 9. INV==84.35' (15" HOPE WL Y) INV=87.50' (15" CPP S) _ a y W J LEGEND LR. 5�8m _ _ `£M Nc W IEW _ _ BIT. cp�� 8 - �� z ca EXISTING DESCRIPTION PAVEMENT 4- .19 _ 1 90.5 X 90.7 X SITE � �� �� � Q W Co COMMUNICATION ' - "' _ - - $ _ I U p = rm LL= _ _ _ 89 cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) 9 yp.2 Xcp. `90 ,I6 La - - - cx- - - cx- APPROX. UNDERGROUND COMMUNICATION BIT. CURB 89 ' l` N ' �� r w s LINES - YD >0152 DEMING STREET l� CC�3 I89.07' % 93.95 v�/ O J DOMESTIC WATER TF-=85.11 SW REALTY CO LLC �� IF:98. 12 I 30" RCP FE INV=85.11 Vim~ �x - - - wx- - - wx- APPROX. WATER MAIN VOL. 1366 PAGE 331 , INV 93.3OI ` I - - - wsx- - - wsx - APPROX. WATER SERVICE MATCH MARK "A" © WATER VALVE I.w " _ A FIRE HYDRANT I " � � � ssx LOCATION PLAN LIGHTING BIT. DRIVEWAY SMH 1 =1000 TF=99.75' n r B as POLE MOUNTED LIGHT �� I' ` I INV=95.33' (E) i b I I INV=91.25 (5) ? 0 F� � c NATURAL GAS �� J -I IRR CNT �ACVE\ ` �I , INV=91.15 (N) 8 t�j 8 - - - Gx- - - Gx- APPROX. GAS MAIN - 11 0�. F �` - Gsx - - - Gsx - APROX. GAS SERVICE LINE POWER k I I � a �t HCAP SIGN f � 0-0 EGx ELECTRICAL LINES, OVERHEAD �� � 5 -��- `_.: - - - EUx - - - EUx - APPROX. ELECTRICAL LINES, UNDERGROUND y_ HCAP SIGN I CQ, UTILITY POLE ` V) C It I I eo C PROPERTY �� #419 BUCKLAND ROAD , NO TES' C cd +, Ln PROPERTY LINE " CARRON &N OMPANY LLC BIT. PAVEMENT '� 1. PROPERTY IS IN THE RC ZONE/ CENTER CORE OVERLAY ZONE. � E N 0 VOL. 462 PAGE 148 2. PARCEL CONTAINS 37,833E SQUARE FEET OR 0.869 ACRES. � N � � CROSS-ACCESS, PARKING, AND 3. HORIZONTAL DATUM IS BASED ON NAD83. VERTICAL DATUM IS BASED ON EASEMENT LINE -" � ,� i p = � O -y_ u _ TEMPORARY CONSTRUCTION NAV088. � of Q IRON PIPE " CCB x Dx - °x EASEMENTS SHALL BE GRANTED 4. PROPERTY SUBJECT TO VARIANCE FILED AUGUST 13, 1980 FOR OUTSIDE 0 -0 I" " TF,• 104.56 , , FROM 419 BUCKLAND ROAD TO STAIRS AND SIGN NOT TO EXCEED 16 FEET W cd V ® IRON ROD ��N in II b 176 DEMING STREET FOR USE ON 5. PROPERTY SUBJECT TO POLE LINE PERMIT FROM E.A. BUCKLAND AMERICAN a N L MONUMENT ��� �L --- - Gx ___ - Gx SUBJECT PROPERTY AT 419 TELEPHONE & TELEGRAPH CO. DATED MAY 8, 1902. SEE VOLUME 14 AT w LL LO CD 0 ' BUCKLAND ROAD. PAGE 235. ° L N C ROADS I I (VOL. 2801 PG. 125) 6. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE ON V 0 -0 I AS DEPICTED ON: 'FIRM FL 00D INSURANCE RA TE MAP NUMBER -0 N GUARD RAIL CB(DBL) i 0900JC038JF TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY C O #152 DEMING STREET TF'101.15 �� I / COMMUNITY NUMBER 090036 EFFECTIVE DATE 912612008 FEDERAL u-� OR �� SIGN N/F INV.•98.6(12'CPP S) �� ` -✓ I II I DRAINAGE AND SIDEWALK EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRA TION. SW REALTY CO LLC SITE FEATURES �� CB ' / EASEMENT OVER 419 BUCKLAND 7. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED VOL. 1366 PAGE 331 i / / / I I ROAD IN FAVOR OF AND NOTED HEREON HAVE BEEN COMPILED, IN PART FROM RECORD o N TF. 105.94 / x EDGE OF WATER �, /r / - -- J ^ 176 DEMING STREET MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR Z N m INV,103.52(41oYC W) l ` n O z w -x x x x- BARBED WIRE FENCE BIT PAVEMENT INXV•103.38(12,CCP S) // DO NOT �� (VOL. 2801 PG 135) GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER 0 M w � ul 3 Q o 0 / BIT ENT�R" SOURCES THESE LOCA TIONS MUST BE CONSIDERED AS APPROXIMATE IN a v o o a i o T m CHAIN LINK FENCE / NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, O I THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. RAIL FENCE n y �' / // ST SlG oh� n THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE O a" ' 1! / / rn / p SMH FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR STOCKADE FENCE " ^_ 1os.3o k P�' ` a y' NOJ'J715 E n / r `� /x log. r I ` TF=109.71' TO CONSTRUCTION. Q WIRE FENCE CB 9390' _ 100 ` BO LARD ` / 1068t '' x1o74i/ r� INV=I00.10(MAIN) 8. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND TF.•100.28 " r VAj BE �(TYP) tl ,` + fI I UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF INV=100.24(LA TERAL) STONE WALL /NV 96.48 15 RCP E o � 0� ,� � � � � ( ) OMH � x 100. !l, � � 224.11 '` o � d` CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. INV 96.43(15 RCP W) �1855123 E� fos2 a G I I W V 0 OR �( TREE ( ) IF'104.33 1 1 d x 4 � 106.13 /NV 96.68 15 RCP S " 102.2 r 10 ` rn os °j e N E INV 95.24(15 CCP N) 2 l J � ox ��\ �„ - �"� N I Q TREE LINE 1o1' ��. °$ � r----3� VC o C� 1i I ( W \ INV 95.7802"CCP S) _�ze o Q S.Y.py SANITARY SEWER \ °+ _ DRIVEITHRU �\ 3 �T =� I 11Rt099 ` I Z �} \ DMH �02 Bh�r• CUIdB os 7s \\�, g '�' TF 103.93 41 OVEN' HANG x �� -0 1 I- - - - Sx- - - Sx- APPROX. SANITARY SEWER MAIN \ \ / 105.83 6 0 5) n O \ /NV.95.88(12""CCP S) f til 0� x 104.34 N �o0i' CONC. ! �> 106 INV I I I V o } x103.17 o> _ 0 6 - - - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE \ INV.•98.38 17 CCP E 1�2r Q� ""'DO NOT 0 ' 107 _ `� \ ; ^ I I V +\ ( ) i \ ii BIT. '�» Oy k so o �20.1' 'o �18.1' . x 106.65 - wsx x 11 Q SANITARY SEWER MANHOLE \ \ \ S,I,FT lNV.98.45(12"CPP N) DMh gory y NR RIGHT/ ENTER �, 18.1 ^ ; - \ I I I I Q Z O so IF-.'1662.3 ,. TURIy C�JRB DRAIN C.O. A/C I STORM SEWER +\ `� "� LAN4- SIGN �{ I d` 8 x 10 ar x 104.10 , .- _ 79.1 W /' W Q '` LLj INV.•98.00(12"CCP S)' � ,� -� A�C � EXISTING BUILDING �? \` APPROX. STORM DRAIN PIPE \ 9,1, NV 100.53 (12"CPP E) .-- - ,� �, 6` R.L. FF. 107.38 R.L. I� 1 ' I 0 z _ _ _ \ \ TAP D 6S- O� �\ 1.0' x 106.70 \ 10 y I Z - Gx - Ox- \ \ S 1! 0 1.0' 176 DEMING STREET I r, \• a+ o� r �` i o 6" PVC � QQ STORM DRAIN MANHOLE \ \ STOP SIGN ° '` ` �oh� �o o WINDSOR FEDERAL SAVINGS N le �o I I I _ CURB INLET ` X/\ 0 `9yFS / �� I �> Z o (VOL. 2801 PG. 122 Lo BW.•108.1 � Ii c \ �' A105 J , o .('N )R.L. 1.o' ,3 6" PVC BIT. IJ° I I CB ❑❑ CATCH BASIN \ + � \ s� - -� ,c� + 5.69 1.0'R.L• I�' 1 x10625 I r� I IF.105.69 0 INV.•102.70(12"CCP SW) Un TOPOGRAPHY \ C o oi, 18.0 k q I INV. 10276(12'CPP NW) co\ \ az . . , -/ > o i - - - - -95- - - - - CONTOUR `'� I\ ) +\ \ e a " 'k - 10�.ss ? CONC WA K x10651 ;ai0 I o INV.•102.93(6" PVC SE) \ \ x 105.5 106- - x 105.53 + 06• o o v �u �\' } '� ro X 61.95 SPOT ELEVATION , \ <106.4 �� o•'�,�/ J� L LANDSCAPED AREA , 't ' 106:45x !Yq 12"' ®11 CB > V x 106.62 0 �� \ F� 10.20 CPP 12 CP x 106,27 IF'105.82 L0 m ,�f, �06 BIT f \ / ' I INV.•101.88(12"CCP W) N , 2, x106.55 BOLLARD ROOF + f TW 115. INV 103.23 4" PVC N AL l 0 VERHANG ,�` ( j INV. 10213(12"CPP NE) TW.•109.8 W/H-CAP WITH SIGN 1BW. 108. I ( ) BW. 109.0 SIGN` 107 �ANES N \ J I o y z n f 0 u CB ET)438 L/GHF� TF. 107.21 1 ✓ \ s • _WA/L FENCE ` - f - -9 ALAK H ^ 0 MAINTENANCE EASEMENT IN FAVOR OF .113 - „ '�c-•TRAFFIC SON 0 I I 0 INV. 103.11!15'RCP W) \ \ -- 3$ M'`� a THE METROPOLITAN DISTRICT INV. 103.41 15'RCP S \ ?W. 112.0 �X"£NO'R21AC E)l J o S '� JN_L12.8 j COMMISSION (FOR HYDRANT) n ( ) ST MH I FO W.108.8 r - / I � w m TF 107.62 4*\ '�/Ts1 ¢xi14.20 �\� ( Bbi!108.4 _/ (VOL. 2801 PG 122) W o N INV.•103.87 (15 RCP S) }�' / cl, \ I ! i _ x ns 3 MA 20 3 \ LL 'ONC. MON. PM °a o /NV 103.57 (15 RCP N) V \ 1�2 x 114.6 Q J now 109.4!!' `l c '1 _--- - MAINTENANCE EASEMENT IN FAVOR OF ! \ N85 026"W THE TOWN OF SOUTH WINDSOR ,� , \ ,' 11N OOO�pOD0DDD0 < 281Dt 252) � 24-� 20" DRAINAGE EASEMENT i �' ' r '"Au` zr DDDDOD � SEE VOL. 325 PG. 14 CONC. MON. DH MAP REFERENCES .- IF'VOL. 325 PG. 26 CB \ y /Y��' F l x RIP-RAP I TF'106.77 � I � � ! � c/ ~- � t /�� � - - ,x - o IN >03.97(15'T,'CP) ��/ \ �� ck lm / / o '- SMH 1. PROPERTY & TOPOGRAPHIC SURVEY 395 BUCKLAND ROAD LLC 395 w c� \ 9 DOG iOpD / / i TF'122.55 r t BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT PREPARED FOR:_WINDSOR � / j I /NV 113.1(E) I , FEDERAL SAVINGS SCALE: 1" 30' DA TE.• 01104120 REVISED 1 6 21 o N/F �y INV 1128(N&S) ' SHEET V-1 PREPARED BY DESIGN PROFESSIONALS, INC. o o ! SW REALTY CO LLC PORTION OF EASEMENT DEPICTED ON xM -� __ _ xM - wx o CB "CL" MAP REF. #9 NO DEED FOUND IN THE o,I,c S V �-7 TF=86.30 SOUTH WINDSOR LAND RECORDS �yo /NV 81.1' (12" RCP SLY) V �'? SURVEY NOTES �. I /NV=81.5' (12" RCP SEL Y) 10' DRAINAGE EASEMENT q ..,,� � O uo IN t/80.6' (24" RCP NL Y) SEE VOL. 284 PG. 69 c S7cN l I o 4L wx-- - , "X�- CB 'CL" �oc� 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF \\ & VOL. 325 PG. 25 TF=90.24' 280E,6 ~� ( c,-� , , � CONNECTICUT STATE AGENCIES SECTIONS 20-3006-1 THRU 20-300b-20 AND THE W O \ CB 'CL" INV=87,94 (4" PVC EL Y) ��7c , �f ` a p "MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS W Q I� \ INV=87.74' (4" PVC SLY) CB 'S'T 1 �, AND MAPS"AS ADOPTED 8Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, W uj M �- TF=88.15 ..-- INC. ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018. '\ \ INV=87,54' (6" PVC NLY) m BIT 'I\ INV=84.67' (15" HOPE EL Y) 10' DRAINAGE EASEMENT ! TF. 106.15 DIL � > Q m PA CEMENT SEE VOL. 284 PC 69 /NV=87.44' (15" HOPE WL Y) IN 102.81 10 PVC N � . - ' INV-84.35' (15" HOPE WL Yi I ( ) CONC. MON. PM . TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD AND IS i LEAK OFF �� \ /.R. 5 8in INV=87.50' (15" CPP S) INV.•10274(6'FCC S) ox INTENDED TO DEPICT THE LOCAT/ON OFIMPROVEMENTS RELATIVE TO PROPERTY O o W 20' DRAINAGE EASS�ENT \ `` 8 _ INV 101.35(12'CPP E) LINES. O Q SEE VOL. 325 PEA. 17 �` BIT 9� 8 _ INV. 101.3(12'CPP W) \ THIS lS A RESURVEY BASED ON MAP REFERENCE#1. �111 \ p PA CEMENT 9,g rre■ «s■ I #130 DEMING STREET \ =� __ _ 90.5 X 90.7 X OF C O/yN• o > _ _ _ __ N� \ - - 9 - + '-- -� 90.9 •C���� �D G'F HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS VERTICAL ACCURACY w p I! 130 DEMING LLC 4 S9_X__ 0' -/- lI V W` �.P�+Q.Q �.9'• �� MEETS CLASS V-2 STANDARDS TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 N Q VOL. 2523 PAGE 202 ' g 90.2 °� `90� y����• ".G STANDARDS u BI T. CURB 59 - t! TF=87.84 yD #152 DEMING STREET '� x 7� e INV-84.5' 6" PVC SLY N F �` r TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED x TF=89.07' / N°• 16766 Q• HEREON. SHEET v ( ) SW REALTY CO LLC �' IN (15" HOPE EL Y) INV=85.11 VOL. 1366 PAGE 331 I ' ENS.� �INV=83.04' (12" RCP NWL Y) MATCH MARK A" { � `�+U 16766V�l BARRY D. CLARKE, L.S. LIC. NO, I I I i i i t� ME w Sign Location Plan 10, L ( q -- N Y� •• I 40.10' if $ O I FmkwP 1 ® SED 2.682 0SFtBILDING v FFu107.30 ® � x 3 � 4 3je9. B2 a 5 6 I U7 .O ;O �( 33 AUTO PARKING SPACES DODO Windsor Federal I South V aryk shop drawings, revision 3 - May 10'-4" 9'-T Fabricated friction fit channel logo with blue halo, see details pg.4 Fabricated aluminum --► crown moldings, low luster white, see details pg.4 N Fabricated aluminum -► '- sign cabinet, low luster white with push thru copy, see details pg.4 3/4" Clear acrylic push thru with -- - - -- - in sorFederal opaque blue, PMS#287 faces N ti Aluminum pedestal, painted - ► '17 6 D E M I N G faux light grey granite 3"Aluminum cap, painted ► J )_ faux limestone Brick to match building ►' _ r _•w I"4�, M I 0 Elevation - Illuminated Monument Sign 42 sq feet Scale: 1/2" = 1'-0" ii 1 v. 10'-4" moo 9'-7" 3 26 1/2" Friction-fit channel logo with opaque blue graphic, illuminated white details, and blue LED halo lighting, see detail Fabricated aluminum N 1'/z crown moldings, low luster white N Fabricated aluminum sign cabinet, with L L 1 '/2"shadowbox moldings, low luster white 3/4"Clear acrylic push thru with white diffuser and M ) opaque vinyl face to match PMS#287 � 0 5000K White 12-volt LEDs, 2880 Lumens per side 3/16" Frosted acrylic lens 1,/Z '/2"Acrylic letters, mounted with %z"standoffs, black--- iv 1 %Z"Aluminum tube 27" Aluminum pedestal,faux light grey granite 3" Fabricated aluminum cap,faux limestone 10'-4" v N 10'-0" Fabricated base, .125 aluminum over 1'/2"x 1'/"angle clad in brick to match building a a $ 4"x 4"x .25"Aluminum posts v v a 3000 PSI Concrete v a v .a v v I� 24"—►1 Front Section Side Section F , 111111 Scale: mom South Elevation : Fabricated friction fit ... halo,blue -.. . _. . . with concentric see .. . . . . feet 2" 1'/2" .063"Aluminum returns, PMS #287 .12', to rr NOTE: .125"Aluminum face, PMS#287 ® 2"x All penetrations, which will be kept to a minimal pai diameter and number,will be filled with Sika silicone 5000K White LEDs prior to fastening. Sika silicone is also laid under ao the brackets before tightening. The bolt heads and bracket perimeters are liberally coated with 3/16" Frosted polycarbonate backer Sika silicone immediately after fastening. 3"x 3" Raceway, painted to match roof L—F 7- 0 .125"Aluminum concentric back plate, white 2" TBV on site rrO) L� 2"x 2" Structural angle brackets, positioned between standing seams, painted to match roof Lags into framing, where applicable AIM Side Section Detail - SOL 3/8" Bolts and togglers Scale: 1/8" = 1" into 3/4" plywood 17 2" 1'/2" .063"Aluminum returns, PMS#287 .125"Aluminum face, PMS#287 5000K White LEDs to—► (1)12 volt power supplies 3/16" Frosted polycarbonate backer located within metal containment within interior of bank AM Section Detail - North Scale: 1/8" = 1" 2" 1%" .063"Aluminum returns, PMS#287 .125"Aluminum face, PMS#287 0 N 5000K White LEDs —► to 3/16" Frosted polycarbonate backer (2)12 volt power s located within me- containment withii � interior of bank Section Detail - North Scale: 1/8"= 1" I Windsor Federal • East Elevation Scale: 1/8" = 1'-0" co Fabricated friction fit channel logo with d blue halo, see details pg.6 Halo letters, see details pg.6 12.6 sq feet 171.6" ►. T ♦ • 1 T 1 1 ' 1 ' 1 i • North Elevation Scale: 1/8" = 1'-0" Fabricated friction fit channel logo with blue halo, see details pg.6 Ali 9.6 sq feet Halo letters, see details pg.6 i 87.5" —� Fabricated aluminum double post and panel with crown molding and dimensional logo see details, page 10 -.0 27 F ENTER ENTER 4F DRIVE UP PARKING T F DRIVE UP DRIVE UP 4 LER/ATM DRIVE UP 4 TELLER/ATM TELLER/ATM TELLER/ATM 00 V' 20 SIDEA/ SIDE B SIDEA/ SIDE B 30 SIDEA/SIDE B 3 S/F 3 S/F Elevation - Directional Signs Scale: 1/2" = 1'-0" 1/8" Plate aluminum, painted low luster white ` with Sapphire Blue vinyl copy, stud-mounted Lobby & Drive up Hours r - Wednesday Thursday 9 - 6 Z CLEARANCE 8 - 09 - 6 Friday' Nni irc 33 31 30 65 35" z � I 34" 27" No 6„ ALL TRAI 5 '/2"Acrylic, stud mounted with ai Sapphire blue logo v 51 ELLER/G Fabricated aluminum crown - � �,Y2 '/2"x Y2"Aluminum tube pQRM ENTER moldings Sapphire blue high TELLER/ATMperformance vinyl copy 125"Aluminum plate over N 2"x 2"aluminum framing `O io# CV N 0 (h 3"x 3"x.125"Aluminum posts a a v a Direct burial with concrete 42"below grade Double Post & Panel Details Side Single Post & Par ADA SIGNS • AERIAL SERVICES • ART & CONSULTING • AWNINGS • BANNERS • BLADE SI CHANNEL LETTERS • CORPORATE ART • CRANE SERVICE • CRATING • CUSTOM LIGHTING DECORATIVE GLASS • DECORATIVE IRONWORK • DISPLAY PRODUCTS • DONOR WALLS • EDI ETCHED PLAQUES • EXHIBITION GRAPHICS • FAUX FINISHES • FEATURE WALLS • FLAGS - LIGHTS • HIGH RISE WORK • LARGE FORMAT PRINTING • LED ARCHITECTURAL LIGHTING - MARQUEES • MASONRY WORK • MENUS • MONUMENT SIGNS • MURALS • MUSEUM DISPLAYS PARKING LOT LIGHTS • PENNANTS • PERMITS • PRIVACY BANDS • PUSH THROUGH LETTER; ROPE LIGHTING • SAND BLASTING • SCULPTURE • SCREEN PRINTING SHIPPING • SIGN C SPRAY PAINTING • STORE FRONT RENOVATION • STOREFRONT DESIGN • STRUCTURAL ENGIN \/FHIr.i F C-.RAPHI('R, • \/InFn NIFNI IR ■ \/INYI I FTTFRS • WARH 11(,HTIN(, • WAY FINI)IN(, SYSTF Gypsum ceiling line ... Whullior Wilndsor Fedexal North Elevation-Option 2 - Scale:1/8"=V-0" N Fabricated friction fit channel logo with "a blue halo,see details pg.6 ^7 9.6 sq feet Roof mounted halo letters with concentric backer,see details pg.6 130.25" oil T �•� O 0 0 0 ftdim TSian Detail dOl 16.3sq feet Scale:1/2"=V-0" r]ye}it7►r 27 Britton Drive,Bloomfield,CT 06002 j 860.242.0031 1 800.466.4278 j 860.242.2898 , artfxsigns.com Project Name: Windsor Federal Job#: Scale: Date: Artist: Proofed By: Page: al J k Tnex plans are copyrighted APTtx.unless purchased t are the ex<lus m property of AeTlx They are submitted to You for the sole puryose d your 395 Buckland Rd/176 Deming St M they9 onsideralion of whether to purchase from AATlx,a signor architectural product manufactured according to these plans.Dlsidbu Iwo,exhibition of Mere South Windsor,CT 56772 As Noted 7/t121 MB/PNH LDR 2 plans beyoz your company Is forbidden.If you would like to obtain legal ownership of these plans,yeu may purchase a copyright release from APTIx. Gypsum ceiling line rtdsor Federal 1_ 1Yinriun•I�riit•rrtl North Elevation-Option 1 -- Scale:1/8"=1'-0" Fabricated friction fit channel logo with v blue halo,see details pg.6 9.6 sq feet Halo letters,see details pg.6 37. ►� Sign Detail Scale:1/2"=1'-0" Windsor Federal11rr 6.7sgfeet 27 Britton Drive,Bloomfield,CT 06002 1 860.242.0031 1 800.466.4278 1 860.242.2898 artf<signs.com Project Name: Windsor Federal Job#: Scale: Date: Artist: Proofed By: Page: 1 � These plans are copyrghtod by APTIx.Unless W rchased they are the exctua re property of ARTlx They are submined to you br Ine sole Wrpose d yow 395 Buckland Rd 1176 Deming St consideration of whether to purchase from AHTlt a sign or arWtectural product manulaclmed according to these plans.Olsinbglion or exhibitkn ollhese I South Windsor,CT 56772 I As Noted 7/1/21 ( MB/PNH I LDR 1 plans beyond your company is forbidden.11 you would like to obtain legal ownership of these plans.you may purchase a copyright release from ARTfx. �. CIS-Cl, Folger, Jeffrey From: Kevin Deming <kevin@demingelectric.com> Sent: Friday,September 17, 2021 9:48 AM To: Andrea,Steve; Folger,Jeffrey Subject: [External]South Windsor Branch South Windsor Location CAUTION:This email originated from outside your organization.Exercise caution when opening attachments or on clicking links from unknown senders. Hi Steve and Jeff, To whom it may concern: The exterior light fixtures where installed per plans and specs.They are controlled off of a photo-eye. Thank you, Kevin Deming (President) Deming Electric LLC 1300 East St South Suffield CT 06078 State of CT SBE DAS Pregualified Contractor Equal opportunity Employer State of Ct Affirmative Action Employer Kevin@deminp,electric.com www.demingelectric.com (860)402-8663 (cell) (860)698-9280(office) Ell IVED SITE COMPLIANCE CHECKLIST RECE TOWN OF SOUTH WINDSOR,CONNECTICUT SEP 15 ��� ***** FOR C OF O***** v L� r• JJ WINDSOR p�;,NNIkG DENT. ADDRESS c---0 �CAOT/UNIT# Reviewed by CONTACT/DEV .,� �� Pe:���<,� S�. ,�5 Date Reviewed i JDEnied PH4 iol Reviewed b 417 nning) Date Submitted �A L-ej Date Reviewed 7 d(Approved/Denied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan _. 3. Site work; i.e. trees, shrubs, dumpsters, required parking l� 4. Utility location; La. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. other., 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: s/engineering/molloy/site compliance checklist 6/15/2021 *µ SC C � Town of South Windsor Building Department �t �1) OK <0 Plumbing Permit: PLMB-21-85 APPLICANT NAME: Bruce Robbin EMAIL ADDRESS: brobbin@tescomech.com ADDRESS: 35 Barber Pond Road Bloomfield, CT 06002 LOCATION ADDRESS: 176 DEMING ST South Windsor CT 6074 OWNER: 395 BUCKLAND ROAD LLC 807 BLOOMFIELD AVENUE WINDSOR CT 6095 DESCRIPTION OF WORK: Plumbing for new Branch Bank May 11, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— "`PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 5/21/2021 ao~~ •ta Town of South Windsor Building Department �soa-c� Electrical Permit ELEC-21-138 APPLICANT NAME: Kevin Deming EMAIL ADDRESS: stefanie@demingelectric.com ADDRESS: 1300 East St S 1300 East St S Suffield, CT 06078 LOCATION ADDRESS: 176 DEMING ST South Windsor CT 06074 OWNER: 395 BLICKLAND ROAD LLC 807 BLOOMFIELD AVE WINDSOR CT 06095 DESCRIPTION OF WORK: distribution, motor connects,lighting fixtures and lighting controls per plans,rough in per plans for tele/data,security,install conduit and cable for pole fixtures April 27, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— �r i'. 1/1 5/21/2021 Town of South Windsor Building Department 4�tiosOR-C mac` Electrical Permit ELEC-21-137 APPLICANT NAME: Kevin Deming EMAIL ADDRESS: stefanie@demingelectric.com ADDRESS: 1300 East St S 1300 East St S Suffield , CT 06078 LOCATION ADDRESS: 176 DEMING ST South Windsor CT 06074 OWNER: 395 BUCKLAND ROAD LLC 807 BLOOMFIELD AVE WINDSOR CT 06095 DESCRIPTION OF WORK: overhead 100amp temp service and 40amp feed for temp service April 12, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT — "`PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— ,. 1/1 5/21/2021 C Town of South Windsor Building Department SOR.CO- Building Permit: BLDP-20-326 APPLICANT NAME: Matt Carcia EMAIL ADDRESS: mcarcia@bbeinc.com ADDRESS: 70 Griffin Road South Bloomfield , CT 06002 LOCATION ADDRESS: 176 DEMING ST South Windsor CT06074 OWNER: Windsor Federal Savings 995 Dayhill Road WINDSOR CT 06095 DESCRIPTION OF WORK: New 2690sgft bank branch including open and private office areas, conference and break rooms e� April 20, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT" "'PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- 1/1 5/21/2021 ,�owN sf� ` Town of South Windsor Building Department O � G • G HVAC PERMIT: HVAC-21-176 APPLICANT NAME: Larry Pugrab EMAIL ADDRESS: teamhipoint@hipointcooling.com ADDRESS: 71 Edwin Rd. South Windsor, CT 06074 LOCATION ADDRESS: 176 DEMING ST South Windsor CT 6074 OWNER: 395 BUCKLAND ROAD LLC 807 BLOOMFIELD AVENUE WINDSOR CT 6095 DESCRIPTION OF WORK: HVAC work per plan and spec on file April 21, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— ***PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 6/15/2021 t ti Town of South Windsor Building Department SOR co" Electrical Permit: ELEC-21-254 APPLICANT NAME: george emond EMAIL ADDRESS: gemond@network-support.com ADDRESS: 7 Kenosia Ave Danbury, Ct 06810 LOCATION ADDRESS: 176 DEMING ST South Windsor CT 06074 OWNER: Windsor Federal Savings 995 Dayhill Road WINDSOR CT 06095 DESCRIPTION OF WORK: Furnish and Install low voltage cabling for IT,AV, phones and CCTV May 28, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- 1/1 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# kQ Dem-ni n q Date: 03 1 20 b Sprinkler# FINAL PP OVALS Estimated Cost $ 9 Permit Fee $ c,5pa) Building k COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit A r.forCO. SIGN ON REVERSE SIDE t pp Total Fee $ v.- � TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant A Location of Work a Lot No. 0*0 Applicant's Address �v, Tel # AII - 85 35 -6700 Town Te&W4 Zip-01460 Lic.# Alto . 0q 0 1119 Owner 40—Q &d iye ksr/M4 Architect _T� &C ithif- ail leg!% O ne`r'ss Addressa EA ev.1k6.- ►'7 Architect's Address So �a aw1�s N �} 1rct Nf� CA' 1t 0a'0 � Zip P IW MA Z. 0a4b Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area 1 A Purpose of this permit zMP dl f�) e fhWt -VfdQ fbitft ltWl 6. ' Ct 1 off f j ors�- f MC 4e r v-Kkk -►o 6e.4fcr �^Syla}C. City Water J Well J Septic System J Sewer J Ins: HO SP Area Basement Garage Approved by t Date Use Group Construction Type I Revised 1108 f I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whi s building a se al wed. Signed_ 1 I hereby apply for a Certificate of Occupancy for the work described in t i application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 08/04/16 Pri.ited by Peart, Dayshell 13:44 05 INSPECTION: 83797 FOOTING PERMIT: STATUS APPLICATION: 201600232 LOC: 200 DEMING STREET SOUTH WINDSOR PROPERTY ID: 27600200 OWNER: SHP IV/LCB SOUTH WINDSOR LLC CONTRACTOR: REQUEST BY: PROJ DESC: REMODEL WORK OF POLYURETHANE SPRAY FOAM INSULATION AND CLOSE WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 08/04/16 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 03/16/16 DOUG PASS B004 INSULATION WI-/'FLRIAN riD10�". �17+';'`' 08/04/16 ROSE N/A B002 FOUNDATION 08/04/16 ROSE N/A B003 FRAMING (ROUGH) 08/04/16 ROSE N/A B005 FIREPLACE / CHIMNEY 08/04/16 ROSE N/A B006 WOOD / GAS STOVE 08/04/16 ROSE N/A B009 OTHER