Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
01-42P_FILENES_GOVERNOR HIGHWAY
Distribution Center 301 Governor's Highway >outh Windsor, Connecticut 71 /21 71 /22 Map Lot Name & Address 60/4 46 16 Town of South Windsor 1540 Sullivan Avenue Governor South Windsor, Ct. 06074 S W 59 2 Shepard Pola, Inc. P.O. Box 415 2 East Windsor Hill, Ct. 06028 71 /23 �` - - _ - - 4 Nutmeg Acquisition Corporation - 100 Corporate Drive Suite 104 S WindsorCt 06095 5 Beverly R. & Leonard Safir A 11 Tanglewood Road t West Hartford, Ct. 06117 17 Roy S. & Susan E. Gaines i 25 24 15 873 John Fitch Boulevard 59/2 ' 4 South Windsor, Ct. 06074 1 ®- S- - _ ' I ,� 35 Rocco C. & Paula Conaci _ pj o - `�' S - -� _ _ �+.� 550 Strong Road 45 I i � I I O South Windsor, Ct. 06074 0: ' 36 " 23 37 O J.E. Shepard Company F� a P.O. Box 415 I 1 22 16 44 cc �' I East Windsor Hill, Ct. 06028 C-) W _ 38 ,may( � W l 40 �Zdwell Joseph Krysinski I I 42 RCL� > Southldwell Windsor,aCt. 06074 ni ' 41 0. & W. Heat Treat Inc. ' j cn 21 1 Bidwell Road � - - - _ I South Windsor, Ct. 06074 Z P P. O o, 1.,,,, , 1 42 J.E. Shepard Company 10 P.O. Box 415 40 41 ® I , I East Windsor Hill, Ct. 06028 � . 1 44 Mazak Sales & Service 8025 Production Drive -------_ �7-` �S Florence, Ky. 41042 S `�� r 20 45 Nicholas Maraglino �, _ i 1 7 Rrnn1cfiP1d RfrPPt Norwalk, Ct. KEY MAP LEGEND —SS— SANITARY FLOW —S— STORM FLOW Key Map 1 ��-2V0V Map Lot Name & Address 60 1 Albert J. & Gladys :M. Schneider 330 Governor's Highway South Windsor, Ct. 06074 2 Marcel 0. Bizier 400 Governor's Highway South Windsor, Ct. 06074 4 David Brown 994 Farmington Avenue West Hartford, Ct. 106107 9 Osprey Associates P.O. Box 300 Manchester, Ct. 06045 10 Geraldine M. Capua:no 109 Wamphassuc Road Stonington, Ct. 06378 15 Richard Silvester Trustee 1350 Blue Hills Avenue Bloomfield, Ct. 06002 16 300 Nutmeg Road South LLC P.O. Box 1065 South Windsor, Ct. 06074 17 Nutmeg Acquisition Corporation 100 Corporate Drive Suite 104 Windsor, Ct. 06095 18 The May Department Stores Company 611 Olive Street Suite 1350 St. Louis, MO 63101 19 SWDC Investment Company 100 Corporate Drive: Suite 104 Windsor, Ct. 06095 20 The May Department Stores Company 611 Olive Street Suite 1350 St. Louis, MO 63101 21 » 22 23 „ 24 Richard Silvester Trustee 1350 Blue Hills Avenue Bloomfield, Ct. 060132 25 Robert L. Hoffman 25 Lovelace Drive West Hartford, Ct. 06117 71 21 National Cigar Corporation P.O. Box 97 Frankfort, IN 46041. 22 Electron Technology Corporation 300 Governor's Highway South Windsor, Ct. 06074 23 Fleet Bank National Associates P.O. Box 231476 Hartford, Ct. 06123-1476 Property Of The May Department Stores Company 611 Olive Street Suite 1350 St. Louis, MO 63101 T Ti T 1 T T C1 C'1 !l D A C1 C'1 !l 1 `1 T A F" Tl C1 Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR. CONNEMIMT 06088 (860) 623-0569 FAX: (860) 623-2485 RECEIVED OCT 1 9 2001 SOUTH WINDSOR PLANNING DEPT. DRAWING INDEX SHEET TITLE CIVIL SHEET NO. COVER SHEET-.................................-1 of 4 SITE PLAN-.....................................-2 of 4 NILPLAN-.....................................-3 of 4 SITE PLAN & DETAILS-...........................-4 of 4 .00 a�01400mmm.. ri m -o 00 0 0 0 JA i c Il co 0 CD Ln N U- LU 3 b DAM 17 TF= 73.1 FL=61.9 If u z GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. -------------72 160 11 nn ro p U0 Ara -------_/ rr TF= 70.7 it FL=63.4 FL=63.0 G°ve7 nor's _ CL&P _ _ NO J DMH ,{9 ______-_ S'6s• 8• __-_- CB 114 �.TF=71.2 u - --____ _808 �s E---_TF=71.6 n / FL=65.5'1� ____1 C ---_______-- FL=65.1 _ FL=61.7 ° �► 1 CB , f2 �% -- �. 07S--_______ FL=66.6 f u --7F=69.9 - - _ _ _ _ _ zz := <_64. 6 n 35' BU/LU/ FL=65� �� - - - � ftft SEE //j/I I I I I uIlr `I t1�sI I NI I I I I I o�:a--r -,•- , �-� -r- `� 7_2 It CL&P i0b FL=65.6 W_ 197511 20p �/EEEA `9PN �_=795Ir �T TIT-Ti--r-W CB 116 TF=727 _ 66. Ir u •� -_ 777dNCF/YJI/C/7 MATCH LINE SEE SHEET 3 OF 4 Reference MaR 1. "Parkcentre Resubdivision Plan Property Of A.I. Savin, Hartford Jewish Federation & Savin Brothers, Inc. South Windsor, Connecticut (549-3200)" 1"=100' 1-24-86 Class A-2 by Palmberg & Russo, William R. Palmberg, L.S. 2. "Improvement Location Survey Property of May Department Stores Governors Highway South Windsor, Connecticut" 1"=50' 7-27-99 Rev. 8-12-99 Class A-2 by Close, Jensen & Miller, P.C., John H. Miller, L.S. Notes: 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. 2. Parcel is not located in inland wetlands as shown on the Town of South Windsor Inland Wetlands Map. 3. Bearings are based on the reference map #1. 4. Elevations are based on reference map #2. 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, Irom parole LesLuuvuy anu from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 6. A variance for 70% impervious coverage was granted on June 1, 1995 and filed in vol. 852 pg. 17 in the Town of South Windsor land records. 7. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural plans for layout and construction of the building(s) foundation. 8. Location and elevation of structures numbered 1-27 were taken from the reference map. 9. Temporary access drive shall be removed, after completion of the project. Contractor shall loam and seed disturbed areas to establish permanent vevetation. -o N/F DATA BLACK Robert L. `72 Hoffman Zone - I Lot Area - 30.00 Ac. 35' Building Line 10' Side Line 25' Rear Line Max. Building Coverage Allowed - 50% Exist. Building Coverage - 36.1±% Prop. Building Coverage - 38.8f % Max. Impervious Coverage Allowed - 70% (see note #6) Exist. Impervious Coverage - 68.4f % Prop. Impervious Coverage - 69.2±% PARKING SCHEDULE Parking Required Warehouse - 1 space per 1,250 s.f. plus 1 per employee 507,030 s.f + 1,250 = 406 spaces 365 employees Total spaces required = 771 spaces Parking Provided 377 spaces (Waiver Rqequested) LEGEND. -o- UTILITY POLE 0 WATER GATE a GAS GATE ® PROP. CATCHBASIN ® PROP. STORM MANHOLE ❑ EXISTING CATCH BASIN -p- SIGN a H YUMAIV T # EXISTING LIGHT - - c- - APPROX. LOCATION U.G. GAS LINE - - w- - APPROX. LOCATION U.G. WATER LINE PROP. STORM SEWER EXISTING STORM SEWER EXISTING SANITARY SEWER - - -2W- - - EXISTING CONTOUR '--�- PROP. CONTOUR 2Wx0 EXISTING SPOT GRADE 2� PROP. SPOT GRADE ® ExiSTiivG i.P. o EXISTING MONUMENT 0 EXISTING BOLLARD STAKED HA YBALES OR SILT FENCE mmm -EJ- EXPANSION JOINT N/F The May Department Stores Company TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Po' 4 CO v � MATCH LINE SEE SHEET 2 OF 4 obi 3 00 0 JA 0 LL 00 0 0 0 a� rn �3 as I if II / p u IH✓ 112'-15" HANCOR SURE-LOK S=O.Sx II u EXIST. CONC. PAD II u I I I PROP. CB A5 TF=69.$0 FL=66.00 SAW -CUT dt SE:AL- I 70x2_ I,-- g 0 r 1OW-15" HA14COR SURE- IO i � O.5x i i` I I 11 I i i 70 � ` •� II W \ II � EXISTC6 / II \ W W _. 7F=69.4 1 1 PROP. BIT. FL=65.4 II PVMT. - / 70x2 I REMOVE EXIST. HYD.'S / /SiAW-CUT Sc BOLLARDS SEAL,... II 129 EXIST. CHAIN LINK FENCE PROP. CB "A4" TF=70.00 FL=66.50 ROOF DRAIN OULTET 33'-12" HANCOR 2$'* SURE-LOK S=2.0% II I .96 I III I •, •. I< v FL=67.�"" I r \ II (PROP. BIT : 7F-6s 8 II \ it PVUT_if I 70.5 Ilk 70. I 70.8 �IEtI11QVE I! 1 120 "nt x12"Rep .' _yam EXIST. CB �u - 7F-70.7 7F-65 7/7 F" " RELOCATE WATER � FL-66 7* I L65 N 12 II FL-65 6 IN 15' If AS,SHOWN I FLRs5;4 OUT IfPROP. WAREHOUSE DISTRIBtlTIOld in n I rR � �J i%e.�`i.Y�. w.•.wr.w ww•.r w....w•w www w, r -• if FF=7A•.50 ^u REMOVE ' EXIST. °' f.. 24 _. II CONC. Pi\D o I�EDIT ) REMOVE EXIST. PVMT. 1 CONC• PAD . 1 O TEST PIT REQUIRED PRIOR TO START STAIRS • _ .Ewsr • - - - 2 9 7o.s • ' EXIST. RAILROAD SIDING i� EXIST. EXIST. CB OF CONSTRUCTION TO VERIFY PROPER ii. _• i3x8 2$ • .LAWN .. ,. .� •. 70.8 : II 7FN. M 125 ` � � � � CONC. PAD FL-ss.3f COVER OVER WATER SERVICE. L09�ER • `� : �w�: • •�u• ,EXIST. DMH T0: ' • •• • 1•. 120'-15" HANCOR : • � I I' _ AF •• II 1• • SURE-LOK S=0.5x EAST. WATER SERVICE AS DIRECTED SY ` �' BE REMOVED. • ' u FL=67.8 �iy WATER COMPANY (150'�) EJ-w •O�W=--EJ it wi'=7; � -�;.. ,_ ,� i �C : ' '� '' •. O II �` �. •1 �' EJ,. w w EJ• w wL-EJ a� _ Ex/ST. L,0 EXIST DMH I 1 --r ------------u ------ --- �� TF=70.0 �•• ''• ��• u• :�TF=73.4 •PROP CON PAD IVII ---------- -�---- ------ --- `\� -- FL=66.8 � � �\�`�� ii-FL=70.1 ''• . �•, ,• �• •: �: 15" CPEP �� - - - - ' ' 70.1 •. _ • • 74I4 15" CPEP --- ---- 1 ^11 CB f26 I II ______________ -70_ ` 7F=70.6 I W i EXIST. CB 73x7 - - - - - - FL=658 7F=69.9 EXIST. SAN. MH Vu u , FL=657 I , u FL=65.8f 7F=70.0 � � EXIST. FACE OF CURB TYP n \ FL=65.7 SAW- •�.I.IT� , ,, II PROP. DMH -Al- PROP. BIT. SEAL � FL=656 call • • II ^II X X _ - _ _x a 18 CAP _ - - - - - _ EX/ST. EDGE OF PVMT. )_ @ ` ''' II ' FL-65 75 PVMT M --•cX c=-- • fir✓ , _ _ _ _ _ _ _ _ _ = c = = c = a = = X - - - - - - - - - - - - - - - - - - --CB-,12-7- _ - i % II - - -72--- X X X X - ------- -®-- --- X--^' 7F=69.4 EXIST. CHAIN ---------------- - �u x 4 ---------------- FL=SILTED--------- II _ _ _ _ LINK EENCE - - - '------------ 'EXIST. PUMP II • " . II ----------IL- ------ 80-15 RANCOR II �� ----------------- STA77AN _ - - - - - - SURE-LOK S=0.5x PROP. CB "A6" I' ` - - - - - - - - - - - - - i RESIZE PUMP TF=69.90 �. r-EXIST. DMH - - - �4 - - - - - - " - - - - - - - - AS REQUIRED RESET WATER GATES FL=65.1 „' FL=67.2® ,,' TF=75.1 II FLUSH W/PROP. GRADE , Q , ------------ RESET HYDRANT do �Q ---------- ___ - - - - - - - _ BOLLARDS AS REQUIRED Q, 1-------------------- ------------ RESET ---------- - --- - �I --- ------ S,G°� RESET LIGHT _ - _-------__ - _ AS REQUIRED _ - - - ---_---_____ ----------- `--- 72-___ CH 124 r i `T�.Z.O / EXIST. / --------------- �� _ FL=66.7\ i RETENTION / - \ / / 1 EXIST. I ' BASIN / \ l RE7FN77ON I BASIN I ' / I � I � ' \\ 7? r / I � ' \ 1 \ \ ------ 74------ � I -----_____- 25'REAR LINE 900.44' N76.16' 20" W \'72 NIF N/F Nutmeg Acquistion Corporation Beverly R. & Leonard Safir EXIST. BUILDING / FF= 74.5 I GRAPHIC SCALE I ( IN FEET ) 1 inch = 40 ft. 0 REMOVE & REPLACE EXIST. 'CONC. PAD (AREA=2$2f) PIPE TO REMAIN/ EXISTING ,CAST FOOTING AROUND PIPE AS REQUIRED CONVERT EXIST CB TOP TO MH TOP TF=74.50 REMOVE EXIST. CONC. PAD UNDER PROP. BUILDING/ ADDITION (AREA=552:) EXISTING PIPE V0 REMAIN /CAST FOOTING AROU- ND PIPE AS REQUIRED' /R./OCA/TE ROOF DRAIN / Ou'PL ET AS SHOWN 7 i REMOVE EXIST. 12" CPEP & FLARED END \`-------- 74 EXIST. 7REE LINE (TYP) EXIST. LIGHT _ REMOVE EXIST. CB & 12" RCP .---72 N/F The May Department Stores Company 74 525't OF RELOCATED WATER SERVICE PROP. CB "A3" TF=70.00 FL-66.85 u /P 7'h a �Mrrry. Department Stores '4 Company REMOVE EXIST. LIGHT PROP. EDGE PVI�T. '� § EXIST. 73x7 ; GA7E atiC'•. � T 7 7 PROP. TEMP. BIT. ACCESS DRIVE (SEE NOTE #9) r r I I 74 N/F SWDC Investment Compnay c N_M I EROSION do SEDIMENT CONTROL PLAN KEY plif MMANENT VEGETATIVE COVED 9)113 DETENTION SAMN I CIE CONS-Muc-nON ENTRANCE N/F The May Department Stores SILT MCE Company -P-RO . CB *A TF=69.90 - FL=66. 1 OO'-15" HANCOR - SURE-LOK S=0.5x N/F The May Department Stores Compai Reference MaR I. "Parkcentre Resubdivision Plan Property Of A.I. Savin, Hartford Jewish Federation & Savin Brothers, Inc. South Windsor, Connecticut (549-3200)" 1"=100' 1-24-86 Class A-2 by Palmberg & Russo, William R Palmberg, L.S. 2. "Improvement Location Survey Property of May Department Stores Governors Highway South Windsor, Connecticut" 1"=50' 7-27-99 Rev. 8-12-99 Class A-2 by Close, Jensen & Miller, P.C., John H. Miller, L.S. Notes: 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. 2. Parcel is not located in inland wetlands as shown on the Town of South Windsor Inland Wetlands Map. 3. Bearings are based on the reference map #1. 4. Elevations are based on reference map #2. 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the ♦e.,..e f i,'..i, 7.�,....... �.. T D D,.•.�., 4. A•,�..,..: fie•, Tl,., cxw�cuuc vL nuia.0 are unnuai�u w u.A�. A"w�v M tsa�va.AaLcO. Luc Oue, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 6. A variance for 70% impervious coverage was granted on June 1, 1995 and filed in vol 852 pg. i7 in the Town of South Windsor land records. 7. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural plans for layout and construction of the building(s) foundation. 8. Location and elevation of structures numbered 1-27 were taken from the reference map. 9. Temporary access drive shall be removed, after completion of the project. Contractor shall loam and seed disturbed areas to establish permanent vegetation. d- LL- r- w W s U) W w W Y. a s F- Q 77-1E BEST OF MY KNOWLEDGE AND BELIEF THIS ' IS SUBSTAN77ALL Y CORRECT AS N07ED HEREON. a' CONS f`co '''� LEGEND. -o- UTILITY POLE 9 WA TER GA TE o VAS VA G ® PROP. CATCHBASIN E) PROP. STORM MANHOLE El EXISTING CA TCH BASIN -a- SIGN -¢- HYDRANT EXISTING LIGHT - - G- - APPROX. LOCA77ON U.G. GAS LINE - - w- - APPROX. LOCATION U.G. WA TER LINE PROP. STORM SEWER EXISTING STORM SEWER EXISTING SANITARY SEWER -' -25e- - - EXISTING CONTOUR -CM-- PROP. CONTOUR 2Wxo EXISTING SPOT GRADE M PROP. SPOT GRADE ® EXISTING I.P. o EXISTING MONUMENT 0 EXISTING BOLLARD -no STAKED HA YBALES OR SILT FENCE -EJ- EXPANSION JOINT rmw MATCH LINE SEE SHEET 2 OF 4 F. 0 N 2 NEW DMH "A7" ;; / I I I I I NEW CIS "A5" 2 Tr-70.3 34 -15" HAACOR r..69.80 FL-65.00 15" / SURE-LO.< S=0.5% F -E6.25 "� I„ I 78'-15" HANCOR 10 5'-15" HANCOR SURE-LOKI S-0.5% I SURE-LOK S-0.5% SAW -CUT u I EXIST. "^" "" 7ox2 I EXIST. CHAIN " R CONC. PAD � *-CUT I ° BIT' LINK FENCE k / II• ,. ' •. :�'� ] 7Q.5 NEW CB "A4" EXIST. CB ° • • I•. r ' T�-6a x • EJ 1: •EJ• EJ _ TFa70,00 I FL=65.4 tr�`� .� • •.;' EJ . • EJ • . EJ •,:• : w FL-66.50 REMOVE de REPLACE EXIST. REMOVE EXISTING � CONC. PAD (AREA-282t) / • . 7bXi'EJ • 70.5 • { •• REMOVE EXIST: �.'S • • • �- 7°rIN FENCE SAW-WT--\ • u' /�P//R�1��\O��/(P��OSED E�� • •�• •_.EJ�� ��1�.. DS,I 'EJ . '• •. � I I�I� 4W^ NEW r'' �oIC.4 / / / / I •II 1✓%'i07S•i3O• PA_ ' • I A•I :• 1 GJ 71�9L I OeHAIN L34K F.,CE EXIST. BUILDING -t•- _ ' EJ ,n -� i---:.e,:.�.,..! •t ,70.5 28'$ *- /////� c� a 129.96 PRtrclaTY LI;�E / FF=74.5 EXISTING PIPE TO REMAIN '� I'' ° AR N® . EJ• EJ . Q. u EJ . EJ. ° , 2 d REMO`AE UG $T BASE CAST FOOTING tXJ !r ru F7.>�6 . / a II , • ! I EXIST ce „ I SAVE POD LIGHT /Pipr AR t?S* r-lIRM / ' I : k ! _ � ,I �. � • _ •9 • • • • w 7F=69.8 n � R Fs EJ EJ�EJ72 70.5 . • 70. I" • 'E. 70.5I REMOVE 1; `! k �' � REMOVE EXIST. CS CONVERT EXIST. (B TOP II 1 120 I PJ�PES � 191, Rr-P REMOVE EXIST. CONC. PAD UNDER PROP. BUILDING Annl-nON (A10EA�55�11/ TO H TO? TF=7:50 � It CP EXIST. ce I EXIST. CB , TF=69.7 �t RcmOVE 1Q" �A FL=66.7_* '/ I REMOVE EXISTING FL¢65.7 /N 12" tt - - _ - � r S" UNDERGROUND W'�_63'".'8'7N'75" n APED CAP I r _ _ - - I rl WATER SERMCE,(12 ' FL-654 out tl NEW _ B :Mr" I � II x �`' Jra�:;, �+�tY� CB::r9EH®USE DISTRIBUTION'': E)USTIING PIPE TO REMAIN �� CEN 0DiT�Ci� : ,22; �.�.. `I 2 I CAST FOOTING AROUND fFt' C 4.50 PIPE AS REQUIRES: REPLACE ROOF DRAIN I REMOVE EXIST, o "24 y o I /OUTLET AS SHOWN � �__ if CONC. PAD o t'.,........� ._...�,. `' VVL LA_ SAN.�. � ®EI�'T tl NEW 8" FIRES ~-`-`1'4 '�I CSC. PAD,�� W FL=V.O �J1. „ SERVICE (50 t II I I o 249 I TEST PIT REQUIRED PRIOR TO START STAIRS • , • . EwsT • • •. ` -,� : - - 70.8 CVICT rvre•r no AIL" fw%ucTOI w%*nf% 1 TA urnirV nesf%pro •• •III • • •• • • •• •'• • I 1 '. I--r-"l3XfJ ..�A'�! • t SEXIST. RAILROAD SIDING tl ,� 66 I II « `••,.•, �� cnl��• t,o !/� VVIaA1R6iV1YV6Q IV ♦G.I�If 0 f YOVrIGd� - •• 11• '•• .•Z •• ,• 41 CONC. PAD TF=69.9 ' ` a; �,• E7(IST. DIAH M ' " J X II SAN MH 125 � COVER OVER WATER SERVICE. REPLACE �. ' •� • �`t . � • 'l„ 1'• ••120 -15 HANCOR' u =70.7 FL=67.8 \ \ y FL=66.3f 6 FIST. 10" WATER �- MAN I�• DIRECTED BY \ • � EJ BE REMOVED, • :�`A�,o • � • v • �� � zzx7 �• r_ I•' • • S�J' R� LOK S-0.5% ® (15C4'•'-� w .. EJ__----w -EJ, w •, ,�,-I, > • • j EJ, ~~ w�-EJ tl ---T- ----- " ��� EXIST. CB TF=70.0 �'• •\�. `� •' .' EXIST. DMH••• .• ^• Il _1-73.4 • • I C. PAD' CONC I •,' ----- ----- FL=66.8FL=70. f . I•. • f •:�• 15 CPEP ��� ------ ----- ---- 15=CPEP=______- - - - - - _ _ _ 70.1 ; 7tt• -- -- �. • y• •' 7414 70.1' •-u II - --70- CB 126 I I tt I EXISTCB - \ 6. I / /, II Existing 10 Water 73x7FL=65.8 - - - - - - - - ' W -i - \ FACE OFUB TYP FL=65.7 VF=69.9 FL=65.f EXISTSAN. MH 7F=70.0 X7=65 7 `44, I �11 - 11 „EXIST II NEW MAU "A1" f EXIST. SAN. MH I 74 TF=74.1 FL=60.3 II N/F The May Department Stores Company 534':b OF II -NEW 10" D.I. t',FA7ER SERVICE I u 54' 6" PVC SDR35 k C-A r%w j.4.141111 COME -BORE FL-60.5:b (6") �.ffi60.1 (15") TF- a9.S EL ---f�. r G.°I 0 N/F The May D artment Stores 4 Company t Reference Man: 1. "Parkcentre Resubdivision Plan Property Of A.I. Savin, Hartford Jewish Federation & Savin Brothers, Inc. South Windsor, Connecticut (549-3200)" 1"=100' 1-24 86 Class A-2 by Palmberg & Russo, William R. Palmberg, L.S. 2. "Improvement Location Survey Property of May Department Stores Governors Highway South Windsor, Connecticut" 1"=50' 7-27-99 Rev. 8-12-99 Class A-2 by Close, Jensen & Miller, P.C., John H. Miller, L.S. Notes: 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. 2. Parcel is not located in inland wetlands as shown on the Town of South Windsor Inland Wetlands Map. 3. Bearings are based on the reference map ##1. 44. Elevations are based on reference map ##2. 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 6. A variance for 70% impervious coverage was granted on June 1, 1995 and filed in vol. 852 pg. 17 in the Town of South Windsor land records. 7. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural plans for layout and construction of the building(s) foundation. 8. Location and elevation of structures numbered 1-27 were taken from the reference map. _ NEvP 30` v3kDS V\0709\1 .Eo OVE LIGHT BASE - �,OLL1NG GATTE DOLE rk UGHT ®� a FL=sS.s �ii FL-65.7 SAd'4�CUT „ \_ NE BIT. R=75 _•� . Z � 11 P - I I '� _ �L SEAL ,'b't'-7®.00 P@�°�'. � � �I! ' tl - „ EXIST. EDGE OF PVMT. �YP)- X X - _X X - - 18 CUP - - - - - - - -'�'- _ - -- -4 �'' I I i FL�65.75 - -' CUP C , ---------------------- _ x ----, „ __-- 70.8 EXIST. EDGE OF PVMT. TYP 70.8 �x7 � (------- x ------ ��... P��EXIST X x ® m ,, �.-' ry �-EXIST.,- CHAIN ----- X---- ---- -- X - E TF=69.4 - --------------------- X �' tl X � 4 FL=SILTED --' ti _L_lIyKEENCE------"" ------------ EXIST. PUMP II - - - - - - - - - - - - - - STA7/ON _ II - - - - - - - RESET WATER GATES NEW CB -A2- - - - FLUSH W/PR©P. GRADE NEW CB "A6" 'I � � � �T6 ffit39.9® TF-69.90 % �r- ------- , EXIST. DMH �. '--74--------------- `'�� NEW DMH "A8" FL=67.20 7F=75.1 - TF-72.00 -f ,;'Q ' 1 - - - 'I 1s ,, Q/ ' ��' FL=65.8 ` \ - - - - - - - - 253'-15" HANCOR F1. 66.80 c, ,,. ,�, Ct�NECT NEW CLI= -' - tt '"``� e TSB EXIS�t�GWCE - - - - - - - ARE-L06C S-0.4� 90 -RV V 1---------7-2------- ,- -----____--l"t RESF_T UGHT 07 ° _ , - --__ - - _ _ . 9RE-L®1C S>s®.4?� -15 HANCOR i ------ �� _-`----------- .RESKT_HYDRANT EVLLAROS�TO �GRPME= _ \, EXIS I. FL=66.T \ I ' I RETENTION �� ------------------------- �� �-�1 I I f \ / EXIST. BASIN I ; � RETENTION I BASIN I I � 1 , I \ 1 � r , I 1 1 I - - - - - - - - - - - ' -------------- ---- - 25' REAR LINE 10 900.44' ���- - -- - N76016'20"W C 72 N/F, N/F ii, Nutmeg Acquistion Corporation CJeverLy 1%. do J eonard. a rwJ• T GRAPHIC SCALE ! 40 0 20 40 80 160 I I I ( IN FEET) 1 inch = 40 ft. I i � ��ASE TO GId�E a ',,Z0ifeRE SURE-LOIX L-0.5% REMOVE EXIST. 12" C€ EP v: IF'LARED END \ `-------- 74 EXIST. TREE LINE (TYP) X \ II PRCPOSED BIT PROPOSEDIS 0 I�G A 11 ACCZSS DRIVE � SECS, II ( II EXIST. SAN. MH 7F=73.6 FL=59.9 r �II,I 74 Z N/F SWDC Investment Compnay NCO M to I � p EROSION & SEDIMENT CONTROL PLAN KEY PERMANENT VEGETATIVE COVENR DEr. E3T °ION BEM =SWJCT@ N1 ENTRANCE NIP The May Department Stores S! T C Company rteeL E N/F The May Department Stores Compw G n This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Improvement Location Survey based on a Dependent Resurvey conforming to Horizontal and Vert'.cel Accuracy Class A-2 & T-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designa ted professional Unauthorized alterations render any declaration hereon null and void. LEGEND: -o- UTILITY POLE c WA TER GA TE m GAS GATE m PROP. CA TCHBA SIN 30' 0 PROP. STORM MANHOLE ❑ EXISTING CA TCH BASIN - �- -� SIGN HYDRANT EXISTING LIGHT r - - G - - APPROX. LOCATION U.G. GAS LINE a„� L t G HT POLE - - - APPROX. LOCATION U.G. WATER LINE PROP. STORM SEINER EXISTING STORM SEWER EXISTING SANITARY SEWER - -256- - - EXISTING CONTOUR --�-- PROP. CONTOUR 256,10 EXISTING SPOT GRADE 253.0 PROP. SPOT GRADE r © EXISTING LP. L o EXISTING MONUMENT s 0 EXISTING BOLLARD -mm STAKED HA YBALES OR SILT FENCE -EJ- EXPANSION JOINT t L' l• J � V tAEq, 1Z.-2.1-ol WtW_4 EN-r&ktJc,E DRtvE REV. 12-13-01 SUBMIT FOR BIDDING Site Plan ILA jPT I THE BEST OF MY KNOWLEDGE AND BELIEF THIS ' IS SUBSTANTIALLY CORRECT AS NOTED HEREON. r G BY }' DPS Distribu ��ion Center 301 Governor's Highway South Vfindsor; Connac'!-ut Property Of The May D e� artment Stores Company 611 ®live Street Suite 1350 St. Louis, Mo. 63101 860-282•-3017 J.O,. IRUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST VANDSCR, CONNECTICUT 06088 (8- r0) 623-0569 FAY'w (860) 623-2485 SCALE DATE SHEET CHECKED NO. 1"40' 10-18-01 3 of 4 JRR 2001-086 L7 i-11 MATCH LINE SEE SHEET 2 OF 4 1 R 0 �- w NEW DMH "A7" I, I I I I I NEW CS "AI? z TF-70.3 „ :54 -15" H&NCOR TF-,69.30 �' W F� 66.09 15" ��/ SURE-LOK S-0.537 '� 6r. " I y FL+ -66.25 I „ I 7V-15" HANCOR 105'-15" HA14COR SURE-LOK S-0.5x SAW -CUT SURE- IOK S' 0.5% II EXI / 11 .�► R - " Al. OU CONC.SPAD 14 -CUT I 7ox2 NEW ®IT. N n ©I SIJ E_ 2. 70 EXIST. CB /� :�• ..I ,` •.%0.5 "9 7F=69.4 v - •irV. I= J �: �EJ• EJ • I•• ••"I•• .; FL=65.4 'c - ,�• •• .. •s EJ. '. •EJ EJ' , •' I REMOVE & REPLACE EXIST. EJ CONC. PAD (AREAw282�) . ' 7bxz'EJ • 70.5 •• REMOVE EXIST'._ "r`F SAIAI-dUT'-, ~ /PROPOSTr� E`? I� • •�• • .EJs � $,� • • �EJ . f I 711111 EXIST. BUILDING �'-'4 -�: , , EJ ,n . �+' •'� JA • 70.5 28't / FF- 74.5 n I .. o 0 0 129.96 M EXISTING PIPE TO REMAIN EY : � • EJ . ! .• /CAST FOOTING AI20UND '. Ir E:J • •EJ, • . I' `� EXIST CB FL��•2 �i 1. I jh - PIPE AS REQ"UIR :� �� ' ' • •• I 7F=69.e t _ . EJ' .EJ-i I FL=66.1f a EJ �� /CONVERT EXIST. CB TOP 70 5 70.5 I" ;�,_.�� • 70.5 ' I MIS, E I, N i` TO MH TOP 7-74.50 if I 120 I I II REMOVE EXIST. CONC. PAD _ - - " UNDER PROP. BUILDING Ex�sr. cB = T' � - ^ - -' T ^ - T _ EXIST. CB ADDIieON (AREA-a52�) rF-6s 7 " REMOVE 10" AMA F =ss7f REMOVE EXISTING FL-65.7 IN 12 u 8" UNDERGROUND W��6.ri.6"7N-75" AND CAP I _ - - - - -` � / WATER SERVICE/(12 ' FL=65.4 OUT „ NE6�t' WAREHOUSE DISTRIBUTION EXISTING PIPE TO REMAIN CENTEM A DI MN 35,225:k S.F.. q cLu I =74 w ,- I CAST FOOTING AROU D I 41„ �- �, �• T.; /PIPE AS REQUIRED `r ;. r,.' / REPLACE ROOF DRAIN / ii REMOVE DOST. " ` OUTLET AS SHO1u^�d 1 ;� B C. PAD o t�,f ' U 6 SM. SIT. " - ';( ,� REMOVE E"ST, �- SMVICE . P'�'M3., I NEW 8 FIRE' `,� : I :C MC. PAD � �,.� .® I,' , ��� I �I SERVICE (50 �) ILO. I II TEST PIT REQUIRED PRIOR TO START STAIRS . Ewsr ,� : - - - 70.8 I 24 96' o EXIST. RAILROAD SIDING EXIST. _ I EXIST. CB OF CONSTRUCTION TO VERIFY PROPER � • , - ' ;� •...... • .� '•• '.A ' 7o.8.. 3X8 ; � 2g$°4k II CONC. PAD TF=69.9 �V OVER WATER SEi�VICL�. °'a • •. 11• 17CIST DI'!!H TO • ' " X SAN. MH 125 � "EPLACE � 1'• 120 -15 HANG' + . rF=7o.7 FL=66.3f SST. 10 �1'�IAiER MAIN IF DIRECTED BY .�, '`�°F,�. ;�� �x7 •.,• I•' SURE-LOK 5-0.5,, 11 FL 6 .8 6 , , • - I G"sv�lEER (150�-) EJ-'�' �. • EJ k A.I •-i?-EJ , • -,� I 'd f .•. EXIST. C6 EXIST. DMH••. I . ; • W r f II 11 ` �• . Il. .. -r ------ ---- --- � TF=70.0 �• ...,TF=73.4 NEW CONC. PAD' I- Vu --- ------ --------r---- ------ --- ``- --- FL=66.8 ', �.� • ;;-FL=70.1 �• .. •.• • •. 15"CPEP ��` ------ ----- - °• ,, 70-1 •• v. 7414 - - _ • -� I �n CREP CB 12E I n ---------- � ' n��Existing 10" Water ' W I . I - --I+ 7F= 70.E I EXIST. CB Z 6 ~ I ' f ''' 7sr7 Fl = 6.5, R n TF 60 g EXIST SAN, MH S.4AI I I I , ,� 11 FL=65.7 I ; n FL=65.8t 7F=70.0 _/ ,� „ 11 \ FL=65 7 ' I �� NEW DMH "A1" EXIST. FACE OF CURB TYP 11 � FL-65 6 i� EXIST. CHAIN LINK FENCE NEW CB "A4" ' - TF=70.00 F -,66.50 REMOVE EXISTING 7' Ca'IA` N L'kK FACE 4OW NISW 7 ° H:CqI �_ CHAIN LINK FENCE QX 77R07ERT`if UNy REMOVE LIGHT BASE SAVE PC!-: & LIGHT �• 72 REMOVE EXIST. CS `2" RCP EXIST. SAN. MH 74 TF= 74.1 FL=60.3 II. N/F The May IIIDepartment Stores Company III III .*- OF NEW 10" D.I. II ar�A� - -VICE III - 54' 8" PVC SDR35 IC 5-6.54g I' COX2E-BORE rL-60.5:h (6") PROF. C "Ar TF-GS.S /F The May artment Stores 4 Company I OVE UGI-ST BASE -- POLE • • - FL-65.7 SA1lT_CUT NEW BIT. , �r�II P 18 cup_ EXIST. EDGE OF PVMT. �YP)- } ' If ----===X 11 x---------------------- - -- EXIST. EDGE OF PVMT. TYP 70.8 _ - If _ -72--- x ® a EXIST --LB27 --�/ ,-'--_ 11 --- x x ------------�-��� ❑ - �' GATE ` 7F=69.4 - - EXIST. CHAIN - - - - - - - - - - - - - - - - - - -- x---- x ' � i x :1 h FL=S/L 7ED LIIyK FENCE - - - ----- ,_---------------- ----EXIST. PUMP i� �i ------------- RESET WATER GATES x ------------------------------- STA77ON ___��__-_ �� NEW CS "A2" FLUSH W/PROP. GRADE NEW CB "A6" - --- W„ _ � T_�' 6_�_.DO ------------- V„ " " ,, 'I"%+.7•� ,/ EXIST DMH �'L=Fz�.tZ `•� I-----7¢--------- NEW DMH A� FL=67.20 �-TF=75.1 TTF-�7100� FL=65.8 - - - - - - - - - 253'-15" HANCOR �tiCONN_,�,r•�' NEW T I�"ECT FE^ u ---------- -------_ J0' 15" HANCOR ----_ -------------- SURE-LOK S-0.4% / '�---------------7�------- - ----, --'--- 1b,,° RESET LIGHT RANCOR ----------- ------ .RE_HYDRANT -;'' ,'/, ,� / _ . ,,, �, , _ SO°�RDS-TO -GRADE _ _70-d , I C6 124`\ / EXIST. / _ FL=66.7` I ' RE7EN770N ------------------------ / - N I ' BASIN EXIST T. / RE7FN7701V 1 I BASIN I ' i I � , \ ;------ 74-----. ---------------- LINE N76°16 20 W 72 !v/F Nutmeg Acquistion Corporation N/F Beverly R. & Leonard Safir E n GRAPHIC SCALE w�lll♦ III■. , .<?? yki �;. .��r �:w .:,y. ".•4:u•�r.t�i.!" +�::. iJ El'; r ) 1 inch = 40 ft. a " Of%= TO GRADE - Cc REWRE SURE-LaK S-0.5X REMOVE EXIST. 12" CPEP a IFIARED END , \`-------- 74 EXIST. TREE LINE (TYP) . II - \ II W �Yn II DI?d"^!'1�11 [SIT PRCPO�M wo.. i d II ACCEs'S DRIVE 18'R NGWA II I! FXIST SAN, MH IF=73.6 � IJ FL=59.9 74 4 N/F SWDC I Investment Compaay (� R CIO W r� I EROSION & SEGMENT CONTROL PLAN KEY P%F PERMANENT VE.-GET.AME- COVMP DEM710N BM7M, �CTIO ENTRANCE N/F The May Department Stores 6T3 SIT MiCompany N�FrVZ1 zx_n iice muy vepays cnae t Stores namffupw k it This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the I! I Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut"as endorsed by the Connecticut Association of Lan,'. Surveyors, Inc. It is a Imgprovement r Location Survey based on a Deyendent Resurvey conforming to Horizontal and Vertzeal Accuracy Class A-2 1 & T-2. This document and copies thereof are valid only if they gear the live signature and embossed seal of the designated professional Unauthorized alterations render any declaration hereon null and void. Reference MaR 1. "Parkcentre Resubdivision Plan Property Of A.I. Savin, Hartford Jewish Federation & Savin Brothers, Inc. South Windsor, Connecticut (549-3200)" 1"=100' 1-24-86 Class A-2 by Palmberg & Russo, William R. Palmberg, L.S. 2. "Improvement Location Survey Property of May Department Stores Governors Highway South Windsor, Connecticut" 1"=50' 7-27-99 Rev. 8-12-99 Class A-2 by Close, Jensen & Miller, P.C., John H. Miller, L• S. Notes: 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. 2. Parcel is not located in inland wetlands as shown on the Town of South Windsor Inland Wetlands Map. 3. Bearings are based on the reference map #1. 4. Elevations are based on reference map #2. 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 6. A variance for 70% impervious coverage was granted on June 1, 1995 and filed in vol. 852 pg. 17 in the Town of South Windsor land records. 7. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural plans for layout and construction of the building(s) foundation. 8. Location and elevation of structures numbered 1-27 were taken from the reference map. NEW 301 wept K670f,%1EED V,0L.t-lQ& GATE LEGEND. -o- UTILITY POLE e WATER GA TE ® GAS GATE 19 PROP. CATCHBASIN e PROP. STORM MANHOLE ❑ EXISTING CATCH BASIN SIGN - HYDRANT �# EXISTING LIGHT - - G - - APPROX. LOCATION U.G. GAS LINE w - - ►� - - APPROX. LOCATION U.G. WATER LINE 0 I.IG k4T ?®L-E PROP. STORM SEWER r y'TUPes ;Tw. _ _ _ _ ° EXISTING STORM SEWER EXISTING SANITARY SEWER T tXIJ IINii UUN IOUR PROP. CONTOUR �w 2aex0 EXISTING SPOT GRADE Ln PROP. SPOT GRADE Y ® EXISTING I.P. o EXISTING MONUMENT EXISTING BOLLARD STAKED HA YBALES OR SILT FENCE ~¢ -EJ- EXPANSION JOINT �DA I P �. ti REV. �2-Z7-off W1OEN ENT9kANGE 'D{Z1QE N` REV. 12-13-01 SUBMIT FOR BIDDING Site Plan a FIL] ... -. i THE BEST OF MY KNOWLEDGE AND BELIEF THIS " IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 4 Distribution Center 301 Governor's Highway South A�ndsod , Connecticut Property Of The May Department Stores Company All )Ikea �+rai+ Si+eI -4OU St. Louis, Mo. 63101 860--282--3017 J.R. RUSSO & ASSOCIATES Land Sburveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (WO) 62: -0569 FAX: (S8O) 623-2485 ELT SI:ALt UAIL JNtt'I (;NLUKLU NU. DPS I 1 40' I 10-18-01 I 3 of 4 I JRR I 2001-086 PROPOSED GRADE - 6k J� i 0 Stone On Filter Fabric Marafi 140(N) ^/'LA1G"T011f%nfW ICVIT DAM N.T.S. Spy ��i����� I� iW16�,1100 NV' DEPTH TO INVERT VARIES SEE PROFILES LDi + 2' 2' MIS 12' 12" MIN. 12" MIN. MIN. I.D. o0o00000000°0°0 PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED ,AND _COMPACTED IN 12" LAYERS (OR AS OTHERIOSE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS MATERIAL SHALL MEET D.O. T. M8.01-21 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O. T. M.02.1 FOR 3/4" STONE. I N/F E STORM DRAM( TRENCH DETAIL The May Department Stores Company E II EXIST. CB NOT TO SCALE II TF=77.1 FL=74.2 _ II .......................... _.. II 74 PROP. TEMP 74x6 ACCESS DRIVE in esM Y-ry�y Room OI----------"- W 7 L w w In y- N/F SWDC < Investment Compnay CONSTRUC710N II DOT PAD MOP. EDGE EST, - ' y o II 75x2 ` y�O ;no o II "'." "... �. II u . • T ® �20'R I '-3 II 74 U) II I I II I �I 1 I P' I 4J J' EXIST. CB TF=76.9_ FL=73.6 8" REINFORCED CONCRETE SLAB EXIST. CB 6x6x8 W. W.F. TF= 77.0 FL=74.0 IN . FL=73.6 OUT f-•-; 0°0°0-0°0°0°0°0°0° o"o"o"o"o"0"0"0" " 0 0 0 0 0 0 0 0 °o°o°o°o°o°o°o°o°0 12" PROCESSED 7RAPROCK EXIST. SAN. MH 7F=78.1 NOTE: PROVIDE EXPANSION JOINTS PER D.O.T. STANDARDS LOCATED AS INDICATED ON SITE PLAN CONCRETE FAO DETAIL NOT TO SCALE {{ EXIST. CB 76} 7F-76 9 N/F The May Department Stores Company + EROSION & SEDIMENT CONTROL PLAN �ICICEY PERMANENT 1lEGEETATIV`IE COVER CONsTRuc-nam ENIWCE SILT FENCE GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. af{2,.a.7fww FL = 73.6 IN E FL=73.0, IN W FL=73.2 OUT 1b J RCP U11 III : II NII Reference MnR. 1. "Parkcentre Resubdivision Plan Property Of A.I. Savin, Hartford Jewish Federation & Savin Brothers, Luc. South Windsor, Connecticut (549-3200)" 1"=100' 1-24-86 Class A-2 by Palmberg & Russo, William R. Palmberg, L.S. r- a1111J1vVcutculr LAl%:QLAV11 Nulvcy 11VrctLy V1 noisy JJU1JQlL'aucuL LJL vvvcluVrs Highway South Windsor, Connecticut" 1"=50' 7-27-99 Rev. 8-12-99 Class A-2 by Close, Jensen & Miller, P.C., John H. Miller, L.S. Notes: 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. 2. Parcel is not located in inland wetlands as shown on the Town of South Wmdsor Inland Wetlands Map. 3. Bearings are based on the reference map #1. 4. Elevations are based on reference map #2. 5. Underground utility, structure and facility locations noted hereon have been compiled. in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate 3n nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction Call Before You Dig 1-800-922-4455. 6. A variance for 70% impervious coverage was granted on June 1, 1995 and filed in vol. 852 pg. 17 in the Town of South Wmdsor land records. L _1-_ 1- -r. Foundation dimensions as shown on ltLeis_ paan are for!-_ site aesigu purposes only. Foundation contractor will use Architectural plans for layout and construction of the building(s) foundation. 8. Location and elevation of structures numbered 1-27 were taken from the reference map. 0 9. Temporary access drive shall be removed, after completion of the project. Contractor shall loam and seed disturbed areas to establish permanent vegetation. 2' -184" IN 7B: MIN.FIN ..• .ICI i- PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" wwore •rn or ;POINTED FLUSH dt FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS CAST SUMP OR 1B (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED FRONT ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FaR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SM&. 4. Al PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE SUBGF SIDE ELEVATION TWE "0-"L" CATCH BASIN NOT TO SCALE HIM REMOVE CO GRA7E. KALE FILTER FAMC FAFLACE ORATE TAM CARE NOT TO OAMAM FILTER FDIC ANCW2, t- a u PIL � 7 PA RIC S4LT BARRIER AT E `' CAT'C,•I, SATIN 2" BIT. CONCRETE CLASS II NOT TO SCALE 2" BIT. CONCRETE CLASS I �- 4" PROCESSED STONE • A, \- 12" GRAVEL BASE COMPACTED SUBGRADE BITUMINOUS CONCRETE P,4. VE- M ENT DETAIL NOT TO SCALE LEGEND. -� I UTILITY POLE o WATER GATE e GAS GATE tO PROP. CA T CHBASIN ® PROP. STORM MANHOLE ❑ EXIS77NG CATCH BASIN -II- -¢- �iviv HYDRANT EXISTING LIGHT - - c - - APPROX. LOCATION U.G. GAS LINE APPROX. LOCATION U.G. WATER LINE I PROP. STORM SEWER EXISTING STORM SEWER EXISTING SANITARY SEWER - - -a' - - EXISTING CONTOUR -�- PROP. CONTOUR 256xo EXISTING SPOT GRADE 2R•a I PROP. SPOT GRADE ® EXIS77NG I.P. E I EXISTING MONUMENT o EXISTING BOLLARD -*I STAKED HA YBALES OR SILT FENCE This survey and map has been prepared in accordance with Sections 20-300b-1 tbru 20-300b-20 of the Regulations of Connecticut Stage Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Iprovexnent Location Survey based on a DgP&ndent Resum2fty conforming to Horizontal and Vertical Accuracy Class A-2 T-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional Unauthorized alterations render any declaration hereon null and void. STONE -E STANDARD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONC. BRICK (6" TO 12" MAX.) 3/ OfI CTAKMADn C=DC (SE 1 MANHOLE ANHOLE DETAIL) v ALL JOINTS TO BE +RY POINTED FLUSH AND �> FULL 4' 0' PRE CAST CONCRETE OR CONCRETE MASONRY UNIT 8' I / I� , CONCRETE OR BRICK •1 INVERT. 6' ' •N• 6" OF CRUSHED STONE ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC i ,� SELF CLEANING, FLOW COMPACTED 100' BACKFILL- M NOTES. 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2 -0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING J. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. STORM MANHOLE NOT TO SCALE r A X IN FINISHED GRADE BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY I , 3 ' �rLLLLLLLL B B LLLLLL LLLLL� J A LLLLLL LLLLLLLLL.LLLLLLL A L L L L I.s'_ L L L L L L L L L 4 L L L L ty 1 LLti' LLLLLLLLLL'LL POINTS "A" SHOULD BE , HIGHER THAN POINT "B" , 1 1 ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS. CONNECTICUT PLACEMENT & CONSTRUCTION OF A S I,71'."TxC MLrERI SBARRIER TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. U gjf- ''',piOF Y fC�My ♦f 1 ' < %Y65 C9�:�Oi q. e�': I ... fir++.� BY �I ��`�, CEN _ cr'� �'''•�.. R:.V..N LIPS NOT TI? grAI F Site Plan 7r"'k 1 -T 77A-k TTr"I I Q � e ��e1.� Distribution Center _ 301 Governor's Highway Sou Ch Windsor, Connecticut Property Of The May Department Stores Company 611 Olive Street Suite 1350 St. Louis, Mo. 63101 850-252-3017 �T D ',USSO & ASSOCIATES Land Surveyors & Professional Engineers r = I SHOHAAM ROAD lNE({CiT 06 yEAS0 47NDSOR. V FAY4 (c".M) 62?-2485 SCALE IDATE ISHEET (CHECKED INO. 1 40' 1 10-18-01 1 4 of 4 1 JRR 1 2001-086 PROPOSED GRADE - 69" tl O W Li z �n Uj Li.l Ln Y O_ a M z Q Stone On Filte Fabric Marafi 140(N) CONSTRUU T e EPAD N.T.S. 4„ Thick Min. �d I 3® II II N/F II The May Department Stores Company � II II K-K0'1JF_ �,iL-v- ,d II vvav%P o teew 1lvw 74 EXIT PAD R(P PR 1 OSED BIT. - II 74x6 ACCESS DRIVE ,�®° 7sx2 PROP. EDGE Pb'�AT= , - - - �O C O II i 77x30 II - P O O i 7 5 _ -- _-_ - 7!I I N/F SWDC Investment Compnny ' 74 II _ .1 I I 1 a � � ' 1) I �1 _�_Q 76 ^y r EXIST. CB TF=76.9_ FL=73.6 N/F E The May Department Stores Company I EROSION S&4'.4"FAT MNTRCL PUN KEY PaMAKEN7 VE ZTAMVE COVER CC�1S'�`C�ON ENTRANCE SILT FEENCE GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. D IST. CB =77.1 = 74.2 EXIST. CB TF=77.0 FL=74.0 IN FL=73.6 OUT EXIST. SAN. MH 7F= 78.1 IST. CB -76.9 = 73 6 IN E = 73.3 IN W Reference MM. 1. "Parkcentre Resubdivision Plan Property Of A.I. Savin, Hartford Jewish Federation & Savin Brothers, Inc. South Windsor, Connecticut (549-3200)" 1"=100' 1-24-86 Class A-2 by Palmberg & Russo, William R Palmberg, L.S. 2. "Improvement Location Survey Property of May Department Stores Governors Highway South Windsor, Connecticut" 1"=50' 7-27-99 Rev. 8-12-99 Class A-2 by Close, Jensen & Miller, P.C., John H. Muller, L.S. Notes: 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0007 B. 2. Parcel is not located in inland wetlands as shown on the Town of South Windsor Inland Wetlands Map. 3. Bearings are based on the reference map #1. 4. Elevations are based on reference map #2. 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R Russo & Associates. The size, location and existence of a_1_1 such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 6. A variance for 70% impervious coverage was granted on June 1, 1995 and filed in vol. 852 pg. 17 in the Town of South Windsor land records. 7. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural plans for layout and construction of the building(s) foundation. 8. Location and elevation of structures numbered 1-27 were taken from the reference map. DEPTH TO INVERT VARIES SEE PROFILES I.D.+2' 12" 12" MIN. 12" MIN. MIN. I.D. 000000 0oo000000 PAVEMENT SEC770M OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED ,AND COMPACTED IN 12" LAYERS (OR AS 07HERWSE APPROVED) NO STONE LARGER THAN 3" SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS MATERIAL SHALL MEET D.O.T. M8.01-21 BEDDING ON SUITABLE NA77VE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. STC'RM DRAM ZXENCH DE T AIL NOT TO SCALE 8" REINFORCED CONCRETE SLAB 1x&8 W. W.F. 00000"0"090"0 12" PROCESSED AGGREGATE BASE (M.05.01) "A 10" OF 3/8" CRUSHED STONE NOTE. PROVIDE EXPANSION JOINTS PER D.O.T. STANDARDS LOCATED AS INDICATED ON S17E PLAN CONCRETE PAD (PAVEMENT) DETAIL NOT TO SCALE PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" r 2' - 8 " a ALL JOINTS TO BE POINTED FLUSH do FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS cc 2' MIN. PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED FRONT ELEVATION SUBGF SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE TYPE $'C-L� CATCH BASIN NOT TO SCALE nk 1• 0VE CS GRATE• PLACE FLTER FABRIC REPLACE GRAPE TF` W CARE NOT TO MAW OR IANCHOR W/ST LONE LTER FABRIC SLT BARRIER AT TYPE "CL" CATCH BASIN 2" BIT. CONCRETE CLASS 11 NOT TO SCALE 3" BIT. CONCRETE CLASS I �- 8" PROCESSED AGGREGATE BASE (M.05.01) 6" GRAVEL BASE (M.02.02) COMPACTED SUBGRADE BITUMINOUS CONCRIETE RA VIALE EN T DETA-1/L NOT TO SCALE LEGEND. -0- UTILITY POLE 0 WA TER GATE ® GAS GATE ❑ PROP. CATCHBASIN PROP. STORM MANHOLE ❑ EXIS77NG CATCH BASIN -D- SIGN HYDRANT EXISTING LIGHT - - G- - APPROX. LOCATION U.G. GAS LINE - - W- - APPROX. LOCATION U.G. WATER LINE PROP. STORM SEWER EXIS77NG STORM SEWER EXISTING SANITARY SEWER - - -ass- - - EXISTING CONTOUR PROP. CON TOUR EX/S 11VG SPOT GRADE �•0 PROP. SPOT GRADE 0 EXISTING I. P. o EXISTING MONUMENT • EXIS77NG BOLLARD •--d STAKED HA ?BALES OR SILT FENCE This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Improvement Location Survev based on a Dependent Resury conforming to Horizontal and Vertical Accuracy Class A-2 & T- 2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional. Unauthorized alterations .render any declaration hereon null and void STONE _E rr STANDARD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONC. BRICK (6" TO 12" MAX.) STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNI1 CONCRETE OR BRICK INVERT 6" OF CRUSHED STONE ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. FLOW COMPACTED 100' BACKFILL - IZAI 6' • • iu 6'-4' DIA. NOTES. 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2"-07 . 2. WALL 774ICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. J. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. STORM MANHOLE NOT TO SCALE FINISHED GRADE BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY I I ' I I LLLLLL B B LLLLL O I LLLLLLLL LLLLLLL I _ I A LLLLLLL�,.LLLLLLLLLLELLLLLLL A LLLL LLLLLLLLLLLLL I I L LLLLLLLLL LL 1 I POINTS "A" SHOULD BE I I HIGHER THAN POINT "B' ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT PLACEMENT & CONSTRUCTION OF A SYNTHETIC FILTER BARRIER NOT TO SCALE lJ \ V REV. 12-13-01 SUBMIT FOR BIDDING TO 774E BEST OF MY KNOWLEDGE AND BELIEF 774IS MAP IS SUBSTAN77ALL Y CORRECT AS N07ED HEREON. Ii J 4 Site Plan 1M.2 W-F-11, MOO Distribution Center 301 Governor's Highway South Windsor, Connecticut Property Of The hf ay Department Stores Company 611 Olive Street Suite 1350 C+ I no Oct Un All 01 VVo 4VMW, vvv V. vV • v 860- 282- 3017 J.R,. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers BY I SCALE DPS 1 40' 9 SHOHAM ROAD EAST WINDSOR, CONNECIICUT 06088 (860) 623"-0569 FAX- (NO) 623-24M DATE SHEET CHECKED NO. 10-18-01 4 of 4 JRR 2001-086