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HomeMy WebLinkAbout125 BUCKLAND HILLS DR FORMERLY 20 BUCKLAND DR TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Change Order No. CHANGE ORDER CONTACT PERSON Kitty Chen Phone No.(914) 369-1392 Address 1 North Lexington Avenue, Suite 505, White Plains, NY 10601 Site Name Target P&Z No. N/A Owner Matthew Flansburq (Target Corporation) Phone No.(612) 761-6788 Contractor Walton Signage Signature of Owner Date: 05/12/2022 Signature of Design Engr. Date: 6/30/2022 CHANGE: (Describe location and n re ge. Include Four (4) copies of plan/profile of Change. ) The location of this site is at 125 Buckland Hills Drive, Manchester, CT 06042. Target proposes to convert (20) existing standard parking stalls into (15) new drive up stalls with access aisles. The existing (8) drive up stalls will be re-striped to provide access aisles adjacent to each stall. There will be a net reduction of(5) parking stalls. There will be one (1) new drive up beacon installed at the location of the drive up stalls. (23) Post and panel signs will be installed at the head of each stall. Target also proposes to install (1) 24" drive up wall sign at the southern building face with red EIFS, (1) order pickup window sign at the store entrance. Reason for Change: (Why is change required) Target Corporation is looking to expand its Drive Up program, which is the retail version of curb-side pickup These facade and parking lot changes are initiated as part of this expansion. APPROVALS: (As Required) 7 -a. Dir.. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department o � rnacE," Kimley*Hom i i I i TARGET® N, Pwogsn 1 DRIVE UP EXPANSION f T-1249 SOUTH WINDSOR _{ 125 BUCKLAND HILLS DR MANCHESTER, CT 6042 ` SCOPE OF WORK ''' - SHEET INDEX PARKING LOT RE-STRIPING,STALL PARKING SKTNAGE AND COVER SHEET....._._.._..__...._.._�.___�.00.0 WAYFINOING DRIVE UP BEACONS WHERE SHOWN ON THE P1A11 SITE OVERALL SITE PLAN-- _111 t 00411OVEMENTFLAK—..._.._.._.__._..._._..__..D1.0 ZONING I DETALS........._................._......_.._.._....�_._.Ct.O•Cz.1 d GORY GD,BDCKLNO GATEWAY DEVELOPMENT II`A 1 OFF-STREET PARKING LOT CODE REGUIREMENTS �J IDRIVE AISLE-3 W,WbTH �7 j STANDARD PARKING STALL•9-K IW MN. DATE:OOIYT/!M2 - OWNER VICINITY MAP 1 N c TARGET CORP. CONTACT WTTHFW FLANSBURG + SO SOUTH 10TH ST,SUITE A00 O N MIINEAPOLIS.MN.SSIOS U1 N�f L MATTHEWYLANSBURGOTARGET.COM W O L Z U i CIVIL ENGINEER 0 _ _ �w KBALEY44ORN r r 7 y j CONTACT:AISTN BECKER P.E. / O W 1 BST.SUITE 900 SA SAN OIEOO.C0.93101 N N A/STIN.BECKEROKIMLEY-MORN.COM O � I T-1249 LP L Kit 1 COVER SHEET I Knoutl ..v � - Call b K,.Iw. ft. _ f� ry 1 4:* `� - O IIIIIIIIIIIIIIIIIIIIIIIIIIIIII� nmmmmummmumo O O � r .. 1 TARGET. Kimley-»Horn KEY MAP M,.q S Mew M+.w i wwl�y i M.y Y�y i M.y wwaae�wR CONSTRUCTION NOTES 7' ft.w o.w 7' Mew w'rr s� a= i DATE.M21rW si ,t r t • W oz oN< o � U { _ Z H z 1 H 0 5� m �U _� El ■ y tD Z g� • r �e .y l T-1249 a 1 APIP ■ �"�MJ n� I EXISTINGIPROPOSED DRIVE UP STALLS a'^'o sr�•m IMPROVEMENT 0 below. PLAN e� Call cm,..you eio. Y C1.0 QI - o TAR�iE� Kiml"Hom ` e 1•oaly Igo jp g�� M = S E •� T •OC ....w No+.O O.l.M. ( , Y°R M.rwnn•.�.rIW FI�Itf u{ . AE.E•TOCI O.ql alucTOUM&ON6 :i lli DR iVE UP STRIPUIG f c{ t Maul AtwntiWO p�w�p�w11 r .ttt w•Nwr�wmwl •rw.... ..n space t 1t' D�una.u� RY Yam• illaa,aq. / +�� ( 'r xw.n.wn Y—.a/.ai R.1 v.unuv ■ c Y�Y•� • �' /JY g 1 mom.,KwacwMa.u, 6 w .r... �7 i i ns•,lln•r• DATE:06121/Mt2 � lan••m,i•nu• Lu _ 0 W J. Q O Lu MORT,� �*sn rwo•miwrwl•siwllas q�warrrlllwwlrrl•w of • ♦ lw"� r�< iN y ... �rwwrwru�Tw. ..� aw-r. rM.ra • H 1 rY4LL rM.(IL�r,�s� -®at •11Y1:f M! aRUCTVAY�Tu 1r�IN N.OaIOm•y M, A40 llOM nr l cSTANCHION SMIM POST AND US--SI E GN IN BOLLARD WE OIUn UP BEACON ..o• Y _—� : n r� nT. T-1249 '� V ql „:1 �yDETAILS if ; Know ,t,.below. Call earora you ago. C2.0 e � � f !pulp-p'=g�o C 74 L'CM E)TARGET $ ���.:c:�s; � fit;;'3 � 1 T-1249SOUTH WINDSOR N 5 125 BUCKS ED IL S D C 4�e i APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 'jpo j25 App 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 1 C "C3.Q_ 1 SC 1 Y (clo CO nsiyu C I (p P1 LICANT ADDRESS q to V CID . -- '"C"-V� 1 CGS APPLICANT'S PHONE# � G �W N S� OWNER —ter �" 'C OWNER ADDRESS r OWNER PHONE G 1 — C ESTIMATED COSTS *� * U IS THIS A CONTRACT COST? Yes No - FEE ENCLOSED$ ;� ° TYPE OF JOB: �SO R•CO New Installation �lteratio �ifionepair � ®csgo Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CUNT USE AND OCCUPANCY -91500 USINESS � ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ,� ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAMEc PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY �.,,,..��, STATE ZIP T (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE b V SIZE OF MAIN CONDUCTORS NUMBERS OF METERS _ NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK 7- CONTRACTORS LICENSE NO. P STATE SIGNATURE OF APPLICANT DATE Z,/ N/F WIWAM J. KRAWSKI N/F WWAM k KRAWSIO WL 40 PAZ M ti IRON PIPE HELD) N/F WKLAM L KRAWSKI ry Va 401PA w N/F WWAM J. AWSKI `\ ' N/F WWAM J. KRAWSKI 3 r N/F JEAN MARC JACQUES DETENTI\=IN N0.2 DETENI110 "' f / BA N PIN lk z f J \ LOT NO. 3 AREA=561,545 SQ. FT. IN SOUTH WINDSOR ��� \\ SET IRON PIN I N�M►N�ES =12.89 ACRES IN SOUTH WINDSOR \ 1 BENCH MARK ELEVATION TOP OF GRAN. MON.=285.16 / -/-' 44►a1 1 L-1.J +59.5 ----- ----------- ;0 �R 7pR n POC +04.1 ly 84.5 % �� \ �•P�yb"9, i] - \ k G 26 Q xti` � 1 1 25 �S• p0 / t,5 ,2 ',`' 3R` � E%/' / / / / /' III 121 \ c ,z 10 12 42 1 f 4 p� N SOR -/''j 0T 277 A E 14 1127 I I-N So\Y\V\�---- -- E+ 216' 21s' 31 2 153 5 /R / LOT 1 � LOT 4 �JJ 1 4:1 �1, ' '\/ , LEGEND (D SANITARY MANHOLE owv WATER VALVE TREE LINE MAP REFERENCES: D0 STORM MANHOLE EXISTING 1. NORTHERN HILLS 11 UTILITY PLAN FINAL DEVELOPMENT PLAN BUCKLAND ROAD SOUTH -C? FIRE HYDRANT -- -- -- PROPERTY LINE 1• P. .-, WINDSOR, CONNECTICUT SCALE 1"=40' DATED 8/27/99 REV. 2/29/00 SHEET NO. 5.1 Q ELECTRIC MANHOLE UTILITY POLE - - EASEMENT LINE N21'20'20"E 0.73' \ BY FUSS & O'NEILL INC Q TELEPHONE MANHOLE GUY WIRE CURB \ 2. CONNECTICUT WATER COMPANY EASEMENT PLAN TARGET CORPORATION BUCKLAND CATCH BASIN CB \• \ HILLS DRIVE, BUCKLAND STREET MANCHESTER, CT. SOUTH WINDSOR, CT. SCALE 1"=50' ® BOLLARD WETLANDS TF=235.46' \ DATED 7/13/00 BY FUSS & O'NEILL INC. WL �� INV=229.22'(S) \ �\ 3. EASEMENT PLAN EASEMENTS TO BE GRANTED TO THE CONNECTICUT LIGHT AND FLAT TOP CATCH BASIN OGG GAS GATE w w w WATER MAIN INV=229.20'(W) ` = PARTNERSHIP� � � -`''•-...:; POWER COMPANY FROM THE MALL AT BUCKLAND HILLS PARTNERSH AND MANCHESTER DOUBLE CATCH BASIN _________________________ ,I ^ S �. 1-84 ASSOCIATES LIMITED PARTNERSHIP BUCKLAND HILLS DRIVE MANCHESTER, WI-3 LIGHT POLE ___________ ______ STORM DRAINAGE PIPE \ \ p " , 8 ' CONNECTICUT SCALE 1 =40 DATED 7/25/00 FLARED END N - _ \\\\\ 7\"�\ F '•..... � WETLANDS FLAG _______________ _________ SANITARY SEWER PIPE \ \ \ \ � � ....: N 97,6 `;'' `rFgN 4. PROPERTY SURVEY PREPARED FOR - MANCHESTER 1-84 ASSOCIATES PROPERTY 1�31 ® EXISTING IRON PIPE ---------- 235------------ EXISTING CONTOUR \� \ \\ \\ 0 r Mq CONVEYANCE MAP NORTHERN HILLS BUCKLAND HILLS DRIVE MANCHESTER, CT. SCALE D EXISTING MONUMENT 4?Og ® �\ \ \\\\ \\� �Tq< Rc �q 1"=50' DATED 6/14/00 BY FUSS & O'NEILL INC. p I. R. SET • • • • • WOOD GUARD RAIL �\ Tp T cQUF 0�If4N�� 5• ALTA/ACSM LAND TITLE SURVEY PREPARED FOR NORTHERN HILLS LLC BUCKLAND I.R. TOT UNDERGROUND TELEPHONE /� \\ `\ \\ \ \ \\� RD. & ST. S. WINDSOR-MANCHESTER, CT. SCALE 1"=100' DATED 9/14/98 REV. TO BE SET `. 1 ` \ ` \ 8/27/99 BY FUSS & O'NEILL INC. CB #62 c G G UNDERGROUND GAS wL30 !^_`- = i TF=226.73 \ \ \ \\ \ \ \ INV=222.90' E E E UNDERGROUND ELECTRIC Iry // \2\ lg \ spa \\�4 WL205 ` S76•12 S2»f MH(STORM) wt 2s l IllI _1 ---_-- 444 63> TF-233.50 /F WjILI / / \ \�\\ \ \\\ \ \ \\ \\ rllr llrr� ' --- INV=226.71 NE AM ry \\ \\\ \\ \\ \\ / IIII �� INV=226.46'(SW KRAWSK ��� �_ / oo cR o ��\\ \\\\\\ \\\\ \\\\ ... N/F WL3 II/ lI/l l c 7s �- �-- ��� „� �' TF-255.82' 3,3 - I l l Il c 27 Tc 28. / a \ \\\ \\ \ \ \\ \\ \ MANCHESTER I 84 II IIII/ eC 228 ter-- INV=230.14' S) \ \\ \ \ \ \ \ \\ ASSOCIATES M o ll Ill/ 230 � � - - 3Q' INV=230.14'�N) rn d / 111 IIII l 'o/ l Ill // f / J. INV=230.61'(W) ll lIl i� . as 2 r0 \\ \ \ \\ \\\ \ I I Tc 228.os 2 .os ( �' I.R. TO c, o g \\ \\ \ \ \ \ \ o l III Il/l IIII �� BC 227.59 pC 2 0. / \ C BE SET / V Sp \\\\ \\\ \ \ \\\ \\ \\ Zwl4 RETAINI WA L 229. 4 TC 231.12 ll rll r X � \ CB Illlll rlrr / BC 226. TC 229.37 BC 230.62 \ / TF=235.76' 3.35 \ \ \ \\ \ I l BC 228.87 I �L / \ \ \ THE ITEMS SO NOTED ON THIS PLAN HAVE BEEN VERIFIED IN I l III l INV=230.62 S \ \ \ \ \ \ THE FIELD AS TO LOCATION, ELEVATION, AND COMPLETENESS. I/ ' I IIII/ / INV=230.56'(N) \ \ \ \ \ \\\\\ \\\\ THE FOLLOWING LISTED ITEMS ARE THE ONLY DEVIATIONS FROM lI lI IIII I �¢/ rc 227.94 ! INV=231.30'(W) \ \\ \\\ THE ORIGINALPLANS A l / I /l BC 227.44 �y TC 234.19 LA S APPROVED BY THE PLANNING AND ZONING CB 3 I l I lIi / h N TC 232.67 BC 233.E COMMISSION AND STAFF APPROVED CHANGE ORDERS; TF= 5 70' I/ I I /II// BC 232.17 CB g \ \ \ INV=221.60' N 1 I llllll) l I/ TC 227.50 rc 7.s T 231.86 j %� TF-235.79 \ NG+ \\ \ 1.R. SET; BC 231.86 N �i / INV=221.50'(S l IIII IIII I _7� ec 227.0o c 7.1 M .235.9 INV=228.24(E) ?r N q 2 .41, / INV=228.14'(NW) SF�gC 1p ® �" \ \ �\ �\ /: 1. RETAINING WALL "A" HAS BEEN REDESIGNED AND DEVIATES INV=221.50'(E) I Ill I FROM THE ORIGINAL PLAN IN ELEVATION AND LOCATION.2. FROM RETAINING THE ORIGINAL PLANS BEEN N ELEVATION ANDREDESIGNED AND LOCATION DEVIATES //II INIIIINIIII --- CB N 229.79 6c 33• 1 °j �/ ,/ \\ �\\ t ����� II/III II/ IIII Tc 22s.31 TF-226.84', i jc 23 V �O� CB 3. CATCH BASINS 61 62 AN l ll I/lI TC 227.7 INV=223.04 8• ec r7 TC 234.73 . . I'v TF=234.83'� # # D #63 HAVE BEEN REDESIGNED l l I / I l TC 227.45 BC 227.2 t N BC 234.23 INV=231.79 S I ` AND DEVIATES FROM THE ORIGINAL PLAN IN ELEVATION AN II IIII l BC 226.95 c 9' D '( ) ~' ro D / 9. F _ LOCATION. °o I IIII/ III III I�� ec 2 A R A MENT IN FAV� OF - INV-231.47(N) / � � r 130 ' RETAINING WALL a► / TH C NNECTICUT WATER MPAN TC 235.83 S / I 1 1 30 BC 23s.33 �/ ' � 7 )� I 4. GRADING AND PARKING ISLANDIN THEN NORTHWESTERLY III III/ l c 2 g 15' /� v r' / 0 HWESTERLY l TC 227.63 I f� �� / G � l CORNER OF THE PARKING LOT HAS BEEN REDESIGNED AND ll l Il i BC 227.13 A 81 �! / 1 lllll ll// a 2a• c 23 3� 232.86 •�� ��� � ST S DEVIATES FROM THE ORIGINAL PLAN IN ELEVATION AND = l I tc 2 �. a 2 X � �``. < ' I INV 182.76' I ll I/ �- c 22 c N 0 -' O LOCATION. , l III lIl / M 83 � 0 C^ / f IIII ` TC 227.37 / (.� N SC 233 3gj 6, _ 'r `✓O APPROXIMATE LOCATION CB #61 { IIIII 111 ec 22s.67 a 23 ' }) LOT AREA = 502,180 SQ. FT. ` OF CURTAIN DRAINS / 5. THE CURTAIN DRAINS IN THE SLOPES BEHIND THE TARGET TF=225.61' I llllll If tia t 22 Sp MH o _ �3S BUILDING ARE AN APPROXIMATE DEPICTION OF THE LOCATION. - 10 llI III / i 22 TF=227.56 ��.53 ACRES , INV=219.21' S I I / 13 I �, '9 / ,O l III / �+ INV=220,97 2.2� �. d / SAID CURTAIN DRAINS HAVE NOT BEEN FIELD LOCATED. INV=219.75 (N) � II ll /l c 2 '►� �. / / INV=220.28'(MH) lI II ll o"avc �y �c 22� '� C 2 t rc as 6. THIS PLAN DEPICTS IMPROVEMENTS TO THIS PARCEL AS OF INV=219.93'(CB) c 22 NV TF=�2 8?61'(NE,W BC SEPTEMBER 20, 2000. MH o, I Il lI l BC 227.42 2 INV=220.34'( W) 7. IRON RODS SET AT PROPERTY CORNERS HAVE BEEN SET ON _ .� er 1 l ll/ l / 227.74X N 385 i 35 Clq 9/19/00 AND 9/20/00. WHERE PROPERTY CORNERS FALL IN TF-191.00' �- �l r I I IIII 12 jc 23 35 \ tc INV=185.75(N,S&E) wL10 Il d lr Ill 22 y2 t3G 233 X233.14 14 t3c 3a , PAVEMENT OR CURBING NO POINTS HAVE BEEN SET. o 22 t 3,2 BC 227. 7 \ 3 TC 235.61 I I/III Ill l 9 BC 235.11 TC 235.69 8. THE UNDERGROUND TELEPHONE, GAS & ELECTRIC DEPICTED z 1/ / IIII ITC 225.9�t� � � \ HEREON ARE APPROXIMATE. Il I/ I 25.48 0' T 2 .3 J: c 23s.s BC 235.19 I I/I a ? BC 233.13 h 10. ALL ONSITE CURBING IS CONCRETE. MH #1 l Ill l ib I rl ac 226.2s Tg 229.39' c 2 ? BC 234 CONCRETE wAC NV=218.84� N) Il ill IIII II N ��� `�O INV=2 6. TC 235.02 k GAS METER = I CB Il INV 218.89�S) V4L11 I ec 234.52 \ h /I I TC 2a. TC 235.7a TF=231.72 I IIII /�/ TC 235.34 ®C 235.2d TC 235.2a 0�3p / INV=194.12' / �� �� \ BC 234.84 BC 234., l / TC 227.90 / /l Il ll 1 TC 231.35 3 10 a4 4 TC 225.11 BC 227.ao BC 230.85 j 2 6° 34 TC 235.24 / LAWRENCE R. GEISSLER, JR. L.S. NO. 12327 II IIII/ l Il I II BC 225.61 \ $�� CB g 23 - 6c 234'34 TC 235.13 BC 234.7a ry`\' 6�J / "' / WL22 CB 1 rlIl C 7.6 TC 230.54 a�" h BC 234.63 i .T� 0 a / TF=221.72' I ��aa ar' BC 230.04 TF-233.01 .3; �, is 23 y. a P�°% 5:26' ' . • I I INV-228.62' C 23 6 . . . . . . . INV=216.67'(N) WL12 IIII 11 Ill c'r, P / 2 ^.1 ° T 4.11 i�/ o / INV=216.79' S / / I N T 2 .06 1y P 229.40 2 R. c 23 / p \� S� ,�o�/ N/F MANCHESTER ( ) B 2 56 X TC Sa G B 234.61 "0 q� 93 / / "' / II IIII III R -84 ASSOCIATES BC 234 03 -,234.34 IC'235.7 �' ��IA INV=216.89(E) I I I Bc 232. - I IIIII l/IIII ���g 6 ' BC 235.29 S< <o TC 224.7 TC 233.81 233.31 23 .6 2 T -233.62' w121I R. TO l Il ll I IIII /°� r, {{ a 23 226.05' 3�6 , . . . . . . `� wlla BE SET III Il lI ��/ CB 225.39' �� 33.9 9 ? 2 k.2 \ . w . . . II IIII I TC 2 4.52 TC 30. 2 BC 2 .02 INV=219.23'�W TC 230. / / a 2? BrC C 22364 INV=(219.34(E) 13CBC 30.13 23 tO{{ p, 2 3Z 1 ` / / t� TC 230.38 4 1 TC 234.78 P '� G �' I - \ � � ' WL20 I BC 234.28 33.79 R` 2`� $ 1 223. 4 224.35 6' BC 229.88 TC2 4.6� •8'I lS• N/F UNABLE TO I I/ll 111 CB BC 223.3X Bc2 .1t 2 ,o ��' CB LOWS S COMPANIES LOCATE MH /°' a TF=2 .02' B \ 2 4 2 '�6 �.\ TF 3� CB INC. WLtS o II�IIII , 3 .t4 �{ / c 2 TF 232.79 t 33• t INV= 21 66-(NE .'� TF=226.01 �c INV= 25. 7 NV 233.2 0'(N&W) c 1 INV= 216. 1 (SW� B 22•ii \ INV=221.89' rC 234.E IN = 5. 0 INV=184.32' °Op �Illl Ill �llll I r- .� j/� . C \ \ qq 3 5 15" CPP BE SET / wL16 III IIII \ /� a ��� TF=233.00 234. g5 g 233•`' _ -='' =` ��/ zz J � di / �/I TC 220.82 INV=225.86' S WL19 /i i� `=�' / J ll I l BC 220.32 T 22 22 W ( �� t 23 B 222.72 \.\N ;�i / BC 235.E O ( _� TC 221.85 g K �/ INV=B 25.70' W R 0 X � WL17 / / ���- // / BC 221.35 g P\.�/ 2�34�so �'� 2V5' WLI ° � i�� 12'� .�•' � �� ! N G w yy"' • • BC // �C' S' 3 �1 � / S � G � %��/ j/ �' �I I f i WATER EASEMENT IN FAVOR OF � RE S i c 3g' =232. 'E p THE CONNECTICUT WATER COMPANY INV=183.10' °OO / � �ii�-f% �I'�'�^� 20 TC 221.96 t� TC 222.67 "•Cps/ Z rC 36.19 B 5 g / / ' w i /�/ B 22 .t . . . . . . . 5.81'(E) '/ , c 221.46 /./ ' �$�, .04 T 220.0\1 Q 8 0 /! y.r 6 ' E INV=226.07'(N) --� B 219.51 3� TF 23 .21 / �� TC 230.85 . c5`��F Y TC 2 8.93 _�//�. BC.230.35. Cf� -\ h \ r V 22 .5�8; TC 234.68 llt)�.Of11YY 1 a / ILI c�! BC 2 43 / > CPP / �c - O I V= 1? sr TW 253.47' \P TC c� �� �a N BC 2 .1 //% �j ta. V z1a z / TC 220.17 \ ' vR6 //\4�1jER �N�-� .i o TW 238.5\ � INV=224.58'(N8"RC PpR�N�Rs� 6 a Z TC238.23 1r ( 1 \ TC 215. ROP N. / E S •1 Tw 251.41'PN \\- 218 Q . / CB n BC237.73 N BC 215.4 T 2t 67 k LESS SAN. MH TF=231.87' n k eVG�C\, TC 236.36 c . 7 7C 219. - - . - . PC - i/ TF=232.20 INV=224.39'(E . � c 2��� BC 235.86 / B 56 . . INV=224.37 W W 2 ?•93 E M . 35• 43 TW 249.46' FL=219.95' ( O CB TC 215.03 / + �i i �/. 7 .15' 0" E ( C gc 236 N IF �N TF=214.41' BC 215.53 J __ ��_ �. r 243. INV=203.53' S) i - �� Cg T0. 0 TW 247.52' INV=208.64(N) INV=209.28' E _-� 2ty,�$ cP� TF=222.02' �. TW 2 41.07 O �-- Z14 j Ar . . . . . INV= 217.53 (E&W) -�. TC 241.07 RETAINING `� \ CB rya : ti BC 240A7 18'44'50" WALL TF=207.97' =w=- 4� 25.80' �O RETAINING WALL "B" 40 0 40 80 120 INV=202.20'(NE) 2a RCP - �= ;i INV=203.28'(E) � ,�� i SAN. MH !� G INV=201.97'(W) ` // TF=217.69' WATER EASEMENT IN FAVOR OF G GRPN\ Q + GRASS PAVER AREA/% 24 RCp - / FL=206.29' THE CONNECTICUT WATER COMPANY . O Y SCALE: 1 = 40 CB E TF=219.61' WA PIT ' SAN. MH INV=215.03'(W) . . . EASEMENT IN FAVOR OF TF=206.07' INV=215.09'(E) . . . . THE CONNECTICUT LIGHT & POWER COMPANY NOTES: CB I- i- PROJ. MANAGER: LRG TF=211.94' N/F O O 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE INV=205.41(E) MANCHESTER 1-84 CL CHIEF DESIGNER: JDD F & � WC C�a _ ,. AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS INV=204.52'(W ASSOCIATES REVIEWED BY DATE j'V�7 1Ei7I�f �'73�i7bg AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE THE CONNEC11CUT �O N (0 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996; V,\�D TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT � d SURVEY (860) 646-2469 `v AS NOTED HEREON. ©N,�� 6i a SITE THE TYPE OF SURVEY IS A IMPROVEMENT LOCATION SURVEY-RECORD; ©0O, yy Ova ,,+�, s� o STRUCTURAL IMPROVEMENT LOCATION SURVEY - RECORD THE BOUNDARY DETERMINATION CATEGORY IS A DEPENDENT RESURVEY �F/ THE HORIZONTAL CLASS OF ACCURACY IS CLASS A-2, THE TOPOGRAPHICAL CLASS OF ACCURACY \ ` ��\Cj � PREPARED F 0 R IS CLASS T-2. `nf �••- �n `�` PAVEMENT PATCH 4` Ilk 12S27 INC.. THE INTENDED PURPOSE OF THIS PLAN IS TO DEPICT THE LOCATION AND ELEVATION OF �0 / N/F MANCHESTER <r�. a �� REVISION DATE: TARGET STORES IV IMPROVEMENTS ON THE TARGET STORES, INC. SITE AS OF SEPTEMBER 20, 2000. / // 1-84 ASSOCIATES {�N� ARV 01i+�� O 0 •�sw,,,+� w tr 3. THE BUILDING IS DEPICTED AS FIELD LOCATED, THERE ARE NO ZONING REGULATION VIOLATIONS O LAWRENCE R. GEISSLER, JR. L.S. NO. 12327 z 0 0 © BUCKLAND HILLS DRIVE SOUTH WINDSOR CONNECTICUT IN REGARD TO THE LOCATION OF THE BUILDING IN RELATION TO THE BUILDING SETBACK LINES. w .. DATUM: H: NAD27 V: NGVD29 JOB NUMBER PHASE DATE E SCALE: 1 =40 99402 8000 8/7/00 SHEET NO. 1 OF 1 214C, APPLICATION FOR BUILDING PERMIT Electric # z L Plumbing# /3/,::P Zr 125 Buckland Hills Drive Date: 7 HVAC # Sprinkler# 32272 FINAL APPROVALS - Estimated Cost $3 re,,y►9l7 Building COMPLETE RED BOXED AREAS 1 Permit Fee $ TZ Engineering TYPE OR PRINT ONLY Occupancy Fee $9 Eng. Insp. Fee $ Affidavitppr. for CO 144 SIGN ON REVERSE SIDE Total Fee --I TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work / /, / /!r Lot No. Applicant's Address /V S G 4 .r w.;V Tel.# Town ✓14 r 41.1., -7-L Zip 64,0to Lic.# 9ey I J 0 Owner _{ .FG..c r Architect Z. , Owner's Address i ovp /Vrc.,/Z&f o4e. // Architect's Address 4. .2o r-.�.,....���, .�-r nl Zip SSW o 7 i`?;.►.,.��„/:f Y AI AJ Zips y/ Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit _J- TAR GET City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basemen Garage Approved b Date - Use Group ZConstruction Type Revised 6/02 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 which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment -----------------------------------------------------------------------�------- ••-32272-B 350,000 B10 FINAL 05/12/06 CJD A E10 FINAL 05/12/06 CJD A P02 UNDERGROUND 05/02/06 CJD A P09 OTHER 11/27/06 CJD A P09 OTHER 00/00/00 P09 OTHER 04/21/06 CJD D NO CONTACT PERSON 1 Apr 12 Apr 24 2006E 1 :05%hs6Lankford Construction 203.24"545No.8840 P. 2/2 TOWN of SOUTH WZUDSOR. CONN. No. 32272 „ae+�'~� BVILDING PE$NIT �: ti' -*•+�., ��` *`'Y Est. Costs 350000 Date: 011091200Q *� .Z . 'jK '� '(f�."�, a„� f00��t:* Fee: 5250 J a�"n, Y'' •,�•}'°":6.:" '}t;' '-''r'+ .}� �li CO Fee, LOPATI ON Nagle t LANiCFORD/ `8; ��' ;= :;' `•► •� GQA► it NF _e t`sj, vG�?0 KILL DRIVE addzeast 1455 �FL,fiNiL 1C �t �ir" 'Sort 'STORES JCKNS '. AD UgrT� I_N E,VI XC �AR3M� t +-;• , ROOM., `y;.ti1'S .r' `,r�.'",°"��� •""'��6'•1..:..5, All aoz',c to` tdo3?a'3h� �bY ¢'=trite ¢�f � aation nd pliins a ,roiP's kiY A `'. "' kl3ng�de ament by � t �y�� Building Official Received T i m eleA p r 12 E 2,2 6 f . PER THOUSAND STATE EZUCATI ON S(1RCKARGE 04-24-2006 15:03 T1249 0603270082 PAGE2 How the Ansulworks: Check out the features of the Ansul R-102 System... 0 ANSULEX Low pH liquid fire suppressant flows through the piping and is discharged into the plenum and duct areas and onto the cooking appliances. Stainless Steel Enclosure...An Ansul ANSUL AUTOMAN Release...Visible exclusive...aesthetically appealing... cocked/fired indicator...provides positive blends in with kitchen equipment... actuation of system... needs no periodic protects against tampering,damage. m adjustment. When a fire occurs in a protected area, it is quickly sensed by detectors located in Agent Storage Tank...Carbon steel... Regulator... 100 psi(6.9 bar)regulated the ductwork or cooking appliance hood. pressurized only when system is - pressure ensures constant flow of agent actuated...leak-proof...low c and consistent nozzle discharge pattern. maintenance...allows for fast,on-site recharging. -_- Expellant Gas Cartridge...Positive seal, self-contained,no maintenance of valve required. Nitrogen or carbon dioxide. 4 Manual Pull Station... Permits quick, Fuse Link Detection System...Unique Hood-Seal Adaptors...Threaded or sure manual actuation of the system by bracketing provides positive actuation compression-seal options provide tight anyone regardless of fire fighting upon exposure to heat. seal for hood penetrations required for experience... break rod indicating manual distribution pipe or detection lines...more system operation. aesthetically appealing than welded seal. D FR F -- FIRE J y1t0•M lrouip i1P68 The ANSULEX agent is applied directly on 0 the fire in specific spray patterns, 0® .,�a, suppressing the fire in seconds.As it � 7s372 �j smothers the hot cooking greases,a foam blanket is formed,sealing off combustible vapors to help prevent fire reflashes. " ®® © The detectors trigger the ANSUL AUTOMANo release mechanism which actuates the system...pressurizing the Nozzles...Designed to provide agent Mechanical or Electrical Gas Shutoff ANSULEX Low pH Agent...At agent storage tank and automatically discharge coverage to each special Valve...Shuts off fuel or power source approximately 8.2,it has the lowest pH of shutting off appliance energy sources in hazard area...special blow-off caps upon detection of fire...clearly marked any wet chemical restaurant agent on the the event of a fire. reduce the risk of grease vapor open/closed indicator. market.As a result,it's safer for your contamination...chrome plating matches equipment and employees...especially hood and appliances. when compared to some other high pH restaurant agents. Typical Applications There are various types of Ansul What makes the Ansul R-102 Restaurant System better? R-102 System configurations. Each is designed to economically fit particular Single Tank sizes of kitchen equipment arrangements 3 gallon as indicated by the following examples. 11 flow numbers A better fire extinguishing agent. Great looking fire protection.Architects Simple to install,easy to service.The The type of system required to protect a ANSULEX Low pH liquid fire suppressant and kitchen designers appreciate the fact design of the Ansul R-102 System specific installation or facility is is a true breakthrough in restaurant fire that the Ansul R-102 System is designed features simplified piping and nozzle determined by a careful analysis of the protection.An equipment-friendly, near- with aesthetics in mind.The R-102 placement.And thanks to its cartridge following variables: neutral pH agent-it rapidly suppresses System's exclusive stainless steel operation,the Ansul R-102 System is —Size of duct,plenum fires,cools hot surfaces to help prevent enclosure blends right into the reliable and can be recharged faster on —Number and size of appliances ® fire reflash,and cleans up fast.Which surroundings of today's modern kitchens. site than stored pressure systems.All of means that if fire strikes,you're back in It's completely self-contained so which means a more flexible,efficient —Number of nozzles required O business faster with less damage and components can be installed out of sight system that can be installed easier and —Number and size of R-102 System clean-up cost. where they won't interfere with the visual with less disruption to your facility. tanks appearance or operation of the kitchen. —Number and type of accessory devices needed Following an analysis of the hood/duct and appliances to be protected,your Authorized Ansul Restaurant Systems Distributor can recommend the proper system for your application in accordancewith NFPA Standards 17, 17A and 96. Double Tank -- 1 3 gallon and 1.5 gallon 16 flow numbers _ Y25E�i :m 4. qn+W rov, wA 0 00 `� a hasen''s wa7"tea 9aigsl or 1,6 anted. "n 9 gnsW de% a Ye to lb be% repair /Yorpp�s o ar it U� W.oyo - aef, an rat Work orn ma (rr �eCtad,on0'ha3p ea ry��suz�p�n�� �a�e B p4 osiya coma use na�been t;n Snorep aao�er�a Versatility.The Ansul R-102 System Backed by the best warranty in the A distributor/installer network second comes in 1.5 and 3 gallon sizes.These business.Ansul's five year limited to none.Ansul's worldwide network of systems can be connected in various warranty makes it five times better than restaurant systems distributors is the Double Tank configurations to provide even greater any other restaurant system. In addition, largest in the fire protection industry.Our 6 gallon capacity.Also,our systems are designed the first major servicing of the system, distributors are factory trained to take (two 3-gallon manifolded tanks) to protect a wider variety of appliances which includes both a regulator pressure care of all your fire protection needs. found in today's food service facilities... test and hydrostatic test of the tank, They can accurately determine which 22 flow numbers everything from grills and gas radiant doesn't come up for 12 years.That's a Ansul system is best for you,quickly and Listings and Approvals.The Ansul charbroilers to chain broilers and real money-saving advantage because efficiently install the system,and provide R-102 System hardware has been mesquite wood cooking appliances. most of our competitors require a major the proper maintenance and service.All subjected to the rigorous Underwriters servicing of their systems after only with a minimum amount of disruption to Laboratories Inc.UL-300 test standards six years. your business.Your nearby Ansul and carries the UL listing for Distributors...when it comes to fire pre-engineered restaurant fire protection,they're good people to know. suppression systems. In addition,the o R-102 System is also listed by o p Underwriters'Laboratories Inc.of Designed and built by Ansul.Which means,simply,that like all Canada and carries New York City Board Ansul equipment,your Ansul R-102 System is rugged,reliable, of Standards and Appeals approval under built to last and U.L. listed.Only the finest quality materials go • Materials and Equipment Acceptance into its manufacture.And only those systems which pass (MEA)No. 59-95-E. Ansul's rigid quality assurance tests ever make it out ' our doors.You have our word—and our name—on it. The Ansul R-1 02 System. • protection. Number of Typical Applications Description of Protected Areas Nozzles Basic Components Accessory Devices Meeting the fire protection challenge. 3 gallon single tank system One One One One In 1962,Ansul recognized that there was companies and local fire inspectors were Over 30 years later,Ansul is still the most designed to provide fire 75 in.(1.9 m)perimeter duct 3 gallon agent tank mechanical gas no effective system to combat dangerous quick to recognize the new system as an well-known name in restaurant fire protection for the small One One and releasing device shutoff valve and frightening restaurant fires. effective solution to a major problem in protection.The high quality Ansul R-102 kitchen appliance 8 ft. (2.4 m)low profile hood Three Dangerous because a fire can begin on a the restaurant industry.A new and System is the preferred choice of arrangement with a One One fusible link detectors cooking appliance or in a hood or improved model,the Ansul R-101 Dry architects who design kitchens, backshelf hood using ductwork and quickly spread to involve an Chemical System replaced the initial R- restaurateurs who own and operate low proximity nozzles 48 in.x 30 in.(1.21 x.76 m) Five entire kitchen or restaurant. Frightening 100 unit a short time later. them,insurance underwriters who 13 to 16 in.(.33-.41 m) griddle agent distribution because statistics show that many provide coverage and fire inspectors who away from hazard Two Two nozzles restaurants never reopen after a major In 1982,we introduced the Ansul R-102 enforce the codes.These people know 18 in.x 18 in.(.46 x.46 m) One fire. Wet Chemical Restaurant Fire that without a system like the Ansul R- fryers remote manual pull Suppression System. It was our answer 102,restaurant fire insurance would be actuation device Ansul responded by developing the R-100 to the industry's requests for 1)a system difficult(if not impossible)to obtain at any System,the first dry chemical fire to protect the innovative new cooking price.And they trust the Ansul System to suppression system designed exclusively appliances making their appearance in react quickly to a fire,automatically, for restaurant hood and duct protection. restaurants;and 2)a system with an before the fire has the opportunity to Restaurant owners,their insurance extinguishing agent that is easier to clean grow and spread. In short,the Ansul R-102 System meets the fire challenge. It detects and suppresses fires with or without someone present...24 hours a day. Its simple design permits quick and easy installation in single or multiple system 3 gallon and 1.5 gallon Two Two One One configurations.So it can handle a single non-manlfolded system 75 in. (1.9 m)perimeter ducts 3 gallon agent tank electrical gas shutoff mesquite grill and hood or an entire designed to provide fire One Two and releasing device valve and controls kitchen full of cooking appliances. protection for the medium- 16 ft.(4.9 m)hood One And the Ansul R-102 System features a sized kitchen appliance One Two 3 gallon add-on agent great,new extinguishing agent— arrangement tank 9 9 9 9 20 in.x 20 in. (.51 x.51 m)fryer i ANSULEX®Low pH liquid fire Five suppressant—developed by Ansul One One fusible link detectors scientists to provide better,cleaner fire 24 in.x 28 in. (.61 x.76 m)range protection.All good reasons why Ansul One One Eleven distribution nozzles systems continue to protect more 48 in.x 30 in.(1.22 x.76 m)griddle restaurants worldwide—exclusive One Two One gourmet,major chain,fast food or remote manual pull institutional—than any other brand. 32 1/2 in.x 30 in.(.83 x.76 m)upright broiler actuation device One One 24 in.x 22 in.(.61 x.56 m) gas radiant charbroiler . 6 gallon manifolded system Two Four One One designed to provide fire 102 in. (2.6 m)perimeter ducts 3 gallon tank and mechanical gas protection for the large One Three releasing device shutoff valve sized kitchen appliance 21 ft. (6.4 m)hood One Pm U�mey.,�nrs arrangement Two Two 3 gallon tank W__ 19 1/2 in.x 25 3/8 in.(.50 x.64 m) Six �,� ` fryers fusible link detectors W. One One Fourteen T9372 36 in.x 30 in.(.91 x.76 m)griddle distribution nozzles One Two One 26 in.x 24 in. (.66 x.61 m) remote manual pull lava rock charbroiler actuation device One Two 48 in.x 28 in. (1.22 x.71 m)range NOTES: Other R-102 system size combinations up to 30 gallons are available to provide fire protection for larger kitchen appliance arrangements. Nozzle coverage for other appliances is available such as chain,lava rock,charcoal,mesquite broilers,and woks. Omer accessories such as hood sealing adaptors,electric alarms,shutoff switches and devices are available. Call your ' , • Restaurant Systems distributor. . . Restaurant Fire Suppression Systems They can help you analyze your fire protection needs,design the right system, install it,and provide 24-hour service.And they're only a phone call away.Check the Ansul listing in your Yellow Pages under"Fire Extinguishers..."or call toll-free 1-800-TO-ANSUL. Ansul.Experts in Global Fire , Solutions. RED LINE Fire Equipment•SENTRY Fire Extinguishers•AUTOPULSE Detection and Control Systems•Ansul R-102 Restaurant Systems with ANSULEX Low pH Liquid Fire Suppressant•Ansul Carbon Dioxide, • Foam, Dry Chemical and INERGEN ANS Systems•ANSULITE"Class B"Foam Concentrates•SILV-EX"Class A"Foam Concentrate•Ansul Dry Chemical and Dry Powder Extinguishing Agents• 11% SPILL-X Spill Control Agents and Applicators P \ Your Authorized Ansul Distributor: ANSUL.SENTRY,ANSUL AUTOMAN.AUTOPULSE,ANSULEX,INERGEN,SILV-EX,SPILL-X,and ANSULITE are registered trademarks; RED LINE is a trademark. ANSUL INCORPORATED.ONE STANTON STREET,MARINETTE,WI 54143-2542 715-735-741 1 Form No.F-8879-6 ©l997 Ansul Incorporated Litho in U.S.A.